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HomeMy WebLinkAboutR-99-0827J-99-736 10/26/99 RESOLUTION NO. S 9 , �W A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENT(S), APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT PURSUANT TO ARTICLES 13 AND 17 OF ZONING ORDINANCE NO. 11000, FOR JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE PROJECT, TO BE LOCATED AT APPROXIMATELY 1975 NORTHWEST 12T" AVENUE, MIAMI, FLORIDA, AND TO BE COMPRISED OF NOT MORE THAN 804 PARKING SPACES ON FIVE (5) LEVELS AND INCLUDING A PEDESTRIAN BRIDGE OVER A PRIVATE ROAD (A/K/A NORTHWEST 19TH STREET); DIRECTING TRANSMITTAL OF THE HEREIN RESOLUTION; MAKING FINDINGS OF FACT AND STATING CONCLUSIONS OF LAW; PROVIDING FOR BINDING EFFECT; CONTAINING A SEVERABILITY CLAUSE AND PROVIDING FOR AN EFFECTIVE DATE. S.� WHEREAS, on June 4, 1999, the Public Health Trust A/K/A Jackson Memorial Hospital, an agency of Miami -Dade County, (the "APPLICANT"), submitted a complete Application for Major Use Special Permit for the Jackson Memorial Hospital North Parking Garage Project ("PROJECT") pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended ("Zoning Ordinance No. 11000"), for the property located at approximately 1975 Northwest 12th Avenue, Miami, Florida, as legally described on "Exhibit B", attached hereto and in "Exhibit All, the Development Order attached hereto; and itll C !Nti � � Y-SS C 1-3 c,° P.r lr P F R I, At 9 CITY CovWSSION Y: MEETING OF 0 C T 2 6 1999 husulution No. "" o �,i WHEREAS, development of the PROJECT requires the issuance of a Major Use Special Permit pursuant to Article 17 of Zoning Ordinance No. 11000; and WHEREAS, the Miami Planning Advisory Board, at its meeting held on July 21, 1999, Item No. 2, following an advertised public hearing, adopted Resolution No. PAB 29-99 by a vote of six to zero (6-0), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order as attached hereto; and WHEREAS, the City Commission deems it advisable and in the best interest of the general welfare of the City of Miami to issue a Major Use Special Permit Development Order as hereinafter set forth; NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are hereby adopted by reference thereto and incorporated herein as if fully set forth in this Section. Section 2. A Major Use Special Permit Development Order, attached hereto as "Exhibit All and made a part hereof, is hereby approved subject to the conditions specified in said Development Order, per Article 17 of Zoning Ordinance No. 11000, for the Jackson Memorial Hospital North Parking Garage Project (hereinafter referred to as the "PROJECT") to be developed by the Public Health Trust A/K/A Jackson Memorial Hospital, an agency of Miami -Dade County, (the "APPLICANT"), at approximately Page 2 of 7 0 0 ` (j �� 1975 Northwest 12"' Avenue, Miami, Florida, more particularly described on "Exhibit B", attached hereto and made a part hereof. Section 3. The PROJECT is hereby approved for the construction of up to 804 parking spaces on five (5) floors. Section 4. The Major Use Special Permit Application for the Jackson Memorial Hospital North Parking Garage Project also encompasses the lower ranking Special Permits as set forth in the Development Order, attached as "Exhibit All hereto and incorporated herein. Section 5. The findings of fact set forth below are hereby made with respect to the subject PROJECT: a. The PROJECT is in conformity with the adopted Miami Comprehensive Neighborhood Plan 1989-2000, as amended. b. The PROJECT is in accord with the SD-10 Overlay District Zoning classification of Zoning Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. C. Pursuant to Section 1305 of the Zoning Ordinance of the City of Miami, Florida, the specific site plan aspects of the PROJECT, i.e., ingress and egress, parking, signs and lighting, utilities, drainage, preservation of natural features and control of potentially adverse effects generally, have been considered and will be further considered administratively during the process of 09-� �1 Page 3 of 7 I a a issuing a building permit and a certificate of occupancy. d. The PROJECT is expected to cost approximately Twelve Million Dollars ($12,000,000), and to employ approximately 100 workers during construction (full time employees); the PROJECT will also result in the creation of approximately 30 permanent new jobs. e. The City Commission further finds that: (1) the PROJECT will have a favorable impact on the economy of the City; (2) the PROJECT will efficiently use public transportation facilities; (3) any potentially adverse effects of the PROJECT will be mitigated through compliance with the conditions of this Major Use Special Permit; (4) the PROJECT will. favorably affect the need for people to find adequate parking reasonably accessible to their places of employment and medical treatment; (5) the PROJECT will efficiently use necessary public facilities; (6) the PROJECT will not negatively impact the environment and natural resources of the City; r Page 4 of 7 ;j �� 0'�{kt " 0 (7) the PROJECT will. not adversely affect living conditions in the neighborhood; (8) the PROJECT will not adversely affect public safety; (9) based on the record presented and evidence presented, the public welfare will be served by the PROJECT; and (10) any potentially adverse effects of the PROJECT arising from safety and security, fire protection and life safety, solid waste, heritage conservation, trees, shoreline development, minority participation and employment, and minority contractor/ subcontractor participation will be mitigated through compliance with the conditions of this Major Use Special Permit. Section 6. The Major Use Special Permit, as approved and amended, shall be binding upon the APPLICANT and any successors in interest. Section 7. The application for Major Use Special Permit, submitted on June 4, 1999, and on file with the Department of Planning of the City Of Miami, Florida, shall be relied upon generally for administrative interpretations and is made a part hereof by reference. Section 8. The City Manager is hereby directed to instruct the Director of the Department of Planning to transmit a COPY of this Resolution and attachment(s) to the developers: Page 5 of 7 0 r,� Jackson Memorial Hospital, c/o Vicky Garcia -Toledo, Esquire, 2500 First Union Financial Center, Miami, Florida 33131-2336. Section 9. The Findings of Fact and Conclusions of I,aw are made with respect to the Project as described in the Development Order for the Jackson Memorial Hospital North Parking Garage Project, which is attached hereto as "Exhibit All and made a part hereof by reference. Section 10. The Major Use Special Permit Development Order for the Jackson Memorial Hospital North Parking Garage Project ("Exhibit A") is hereby granted and issued. Section 11. In the event that any portion or section of this Resolution or the Development Order ("Exhibit A") is determined to be invalid, illegal, or unconstitutional by a court or agency of competent jurisdiction, such decision shall in no manner affect the remaining portions of this Resolution or Development Order ("Exhibit A") which shall remain in full force and effect. Section 12. The provisions approved for this Major Use Special Permit, as approved and amended, shall commence and become operative thirty (30) days after the adoption of the herein Resolution. Section 13. This Major Use Special Permit, as approved and amended, shall expire two (2) years from its commencement and operative date. Page 6 of 7 F r 0 M, Section 14. This Resolution shall become effective immediately upon its adoption and signature of the Mayor." PASSED AND ADOPTED this 26th day of October , 2000. JOE CAROLLO, MAYOR In accordance with Miami Coue Sec. 2-36. since the Mayor diet not indlonte approval of this legislation by signing it in the designated are proviegislFti^ , becomes effective with the elapse of to ) from ihL: fate of Co last regarding same, without the Mayor ex rcis eto. T1 ATTEST: WALTER J. FOEMAN CITY CLERK APPROV X AND-41*RRECTNESS:V CEVINDRO VIL IX ATTORNEY 711:GMM:hdb:BSS J. FoeClerk 1� If the Mayor does not sign this Resolution, it shall become effective at the end of ten calendar days from the date it was passed and adopted. If the Mayor vetoes this Resolution, it shall become effective immediately upon override of the veto by the City Commission. Page 7 of 7 cJ el CU rY "EXHIBIT All ATTACHMENT TO RESOLUTION NO. 99-827 DATE: October 26, 1999 JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special Permit for the Jackson Memorial Hospital North Parking Garage Project (hereinafter referred to as the "PROJECT"") to be located at approximately 1975 Northwest 12`4 Avenue, Miami, Florida; more particularly described on "Exhibit B", attached hereto and made a part hereof; said legal description being subject to any dedications, limitations, restrictions, reservations or easements of record. After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission has approved the PROJECT, and subject to the following conditions approves the Major Use Special Permit and hereby issues this Permit: Page 1 of 84� "EXHIBIT A" FINDINGS OF FACT PROJECT DESCRIPTION: The proposed Jackson Memorial Hospital North Parking Garage Project is a parking garage structure, located at approximately 1975 Northwest 12`h Avenue, Miami, Florida ("PROJECT"). The PROJECT is located on a gross lot area of approximately 260,040 square feet of land and a net lot area of approximately 245,417 square feet of land (more specifically described on "Exhibit B", incorporated herein by reference). The remainder of the PROJECT's DATA is attached hereto as "Exhibit C", and incorporated herein by reference. The proposed PROJECT will consist of no more than 58,025 gross square feet and 804 parking spaces on five (5) levels, The Major Use Special Permit Application for the Jackson Memorial Hospital North Parking Garage Project also encompasses the following lower ranking Special Permits: CLASS I SPECIAL PERMIT to permit the staging and parking during construction. CLASS I SPECIAL PERMIT to allow development/construction signage. Pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, approval of the requested Major Use Special Permit shall be considered sufficient for the subordinate permits requested and referenced above, as well as any other special approvals required by the City of Miami which may be required to carry out the requested plans. Page 2 of 8 001_ "EXHIBIT A" 0 The PROJECT shall be constructed substantially in accordance with plans and design schematics on file prepared by Carr Smith Corradi.no, dated June 4, 1999; the landscape plan shall be implemented substantially in accordance with plans and design schematics on file prepared by Savino and Miller Design Studio, dated June 4, 1999; said design and landscape plans may be permitted to be modified only to the extent necessary to comply with the conditions for approval imposed herein; all modifications shall be subject to the review and approval of the Director of the Department of Planning prior to the issuance of any building permits. The PROJECT conforms to the requirements of the SD-10 Zoning District, as contained in Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. The existing comprehensive plan future land use designation allows the proposed parking garage use. CONDITIONS THE APPLICANT, ITS SUCCESSORS, AND/OR ASSIGNS, JOINTLY OR SEVERALLY, PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, SHALL COMPLY WITH THE FOLLOWING: 1. Meet all applicable building codes, land development regulations, ordinances and other laws. 2. Provide a list of agencies from which approvals and/or permits must be obtained prior to initiation of development and the permit or approval required of each. Page 3 of 8 Cl "EXHIBIT A" 3. Allow the Miami Police Department to conduct a security survey, at the option of the Department, and to make recommendations concerning security measures and systems; further submit a report to the Department of Planning and Development, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the PROJECT security and construction plans, or demonstrate to the Planning Director why such recommendations are impractical. 4. Provide a letter from the Department of Fire -Rescue indicating APPLICANT'S coordination with members of the Fire Plan Review Section at the Department of Fire - Rescue in the review of the scope of the PROJECT, owner responsibility, building development process and review procedures, as well as specific requirements for fire protection and life safety systems, exiting, vehicular access and water supply. 5. Provide a letter of assurance from the Department of Solid Waste that the PROJECT has addressed all concerns of the said Department. 5. Prepare a Minority Participation and Employment Plan to be submitted to the City's Director of Minority and Women Business Affairs for review and comments, with the understanding that the City's Minority and Women Business Affairs and Procurement Program is a guide that the APPLICANT must use its best efforts to follow. Page 4 of 8 �► .� �� 5� ry "EXHIBIT A" OAK, u^V 7. Prepare a Minority Contractor/Subcontractor Participation Plan to the City's Director of Minority and Women Business Affairs for review and comment, with the understanding that the City's Minority and Women Business Affairs and Procurement Program is a guide that the APPLICANT must use its best efforts to follow. 8. Record in the Public Records of Miami -Dade County, Florida, a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity. 9. Record a certified copy of the Development Order with the Clerk of the Dade County Circuit Court specifying that the Development Order runs with the land and is binding on the APPLICANT, its successors, and assigns, jointly or severally. 10. Provide the City with an executed, recordable unity of title or covenant in -lieu of unity of title agreement for the subject property; said agreement shall be subject to the review and Annrnira i r -F +-1, r., � __ Attorney's Office. 11. Provide the Department of Public Works with plans for proposed sidewalk and swale area improvements for its review and approval. prior to the issuance of a building permit. Page 5 of 8 "EXHIBIT A" 12. Provide the Department of Planning with a temporary parking plan which addresses construction employee parking and temporary parking arrangements for the construction period; said plan shall be subject to the review and approval by the Department of Planning prior to the issuance of any building permits. 13. A final landscape plan depicting specifications, illumination and irrigation shall be submitted for review and approval by the Department of Planning prior to the issuance of a landscape permit. 14. Submit an updated Master Plan for the Jackson Memorial Hospital complex including this parking facility once it is approved; said plan shall be on record with the Department of Planning and must be submitted prior to the issuance of a Certificate of Occupancy. 15. Enter into a First Source Agreement requiring Applicant to work with the City of Miami to provide jobs to the residents of the surrounding community, including the Allapattah neighborhood. THE CITY SHALL: Subject to payment of all applicable fees due, establish the effective date of this Permit as being thirty (30) days from the date of its issuance with the issuance date constituting the commencement of the thirty (30) day period to appeal from the provisions of the Permit. Page 6 of 8 001 r, -,) f'! "EXHIBIT A" CONCLUSIONS OF LAW The Jackson Memorial Hospital North Parking Garage Project proposed by the APPLICANT complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations and further, pursuant to Section 1703 of Zoning Ordinance No. 11000: (1) the PROJECT will have a favorable impact on the economy of the City; and (2) the PROJECT will efficiently use public transportation facilities; and (3) the PROJECT will favorably affect the need for people to find adequate parking reasonably accessible to their destinations; and (4) the PROJECT will efficiently use necessary public facilities; and (5) the PROJECT will not negatively impact the environment and natural resources of the City; and (6) the PROJECT will not adversely affect public safety; and (7) the public welfare will be served by the PROJECT; and (8) any potentially adverse effects of the PROJECT will be mitigated through conditions of. this Major Use Special Permit. Page 7 of 8 () (, C . "EXHIBIT A" 0 %J — C9 ""i The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami. Pursuant to Section 1305 of Zoning Ordinance No. 11000, the specific site plan aspects of the PROJECT i.e., ingress and egress, off-street parking and loading, refuse and service areas, signs and lighting, utilities, drainage and control of potentially adverse effects generally have been considered and will be further considered administratively during the process of issuing individual building permits and certificates of occupancy. Page 8 of 8 "EXHIBIT A" A,A` EXHIBIT " B LEGAL DESCRIPTION: A portion of Tract "A", "MLINRUPAL SHOPS TRACT", as recorded in Plat Book 52 at Page 14 of the Public Records of Dade County, Florida, being more particularly described as follows: Commence at the Southeast corner of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of Section 35, Township 53 South, Range 41 East; thence South 89 degrees 10 minutes 40 seconds West along the South line of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of said Section 35 for 237.02 feet to a Southeast corner of said Tract "A"; thence North 60 degrees 12 minutes 24 seconds East along the East line of said Tract "A" for 80.20 feet; thence South 64 degrees 06 minutes 44 seconds West for 132.62 feet; thence South 89 degrees 10 minutes 40 seconds West for 57.13 feet to the Point of Beginning of the following described parcel of land, (the last two described courses being coincident with the Southerly boundary of that certain parcel as described in Official Records Book 14281 at Page 953 of the Public Records of Dade County, Florida); thence South 89 degrees 10 minutes 40 seconds West along a line parallel with and 24.00 feet North of as measured at right angles to the said South line of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of said Section 35 for 110.58 feet to a Point of Curvature; thence Southwesterly, Westerly and Northwesterly along a circular curve to the right having a radius of 556.96 feet and a central angle of 10 degrees 09 minutes 44 seconds for an arc distance of 98.78 feet to a Point of Reverse Curvature; thence Northwesterly, Westerly and Southwesterly along a circular curve to the left having a radius of 588.96 feet and a central angle of 10 degrees 09 minutes 44 seconds for an arc distance of 104.46 feet, (the Iast three described courses being coincident with the Northerly boundary of that certain easement described per City of Miami ng a n Resolution No. 31361); thence South 89 degrees 18 minutes 40 seconds West alolie non - land described in Official Records Book 9811 at Page 865 of the Public Records of Dade County, Florida; thence North 00 degrees 48 minutes 00 seconds West along the Easterly boundary of that said Certain parcel described in Official Records Book 9811 at Page 865 for 171.40 feet; thence North 89 degrees 12 minutes 00 seconds East at right angles to the last described course for 75.52 feet to a Point of Curvature; thence Northeasterly along a circular curve to the left having a radius of 110.50`feet and a central angle of 70 degrees 50 minutes 13 seconds for art arc distance of 136.62 feet; thence North 89 degrees I2 minutes 09 seconds East for 8.11 feet; thence North 00 degrees 47 minutes 51 seconds West at right angles to the last and next described courses for 348.75 feet, (the last four described courses being coincident with the Easterly boundary of a certain parcel described in a lease agreement with Dade County from the City of Miami); thence North 89 degrees 12 minutes 09 seconds East along North boundary line of said Tract "A" for 367.55 feet; thence South 00 degrees 13 minutes 39 seconds West for 222.42 feet; thence South 07 degrees 22 minutes 06 seconds West for 394.19 feet to the Point of Beginning; (the'last two described courses being coincident with the Westerly boundary of that said certain parcel as described in Official Records Book 14281 at Page 953 of the Public Records of Dade County, Florida). All of the above lying in the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of Section 35, Township 53 South, Range 41 East, Dade County, Florida, and containing 5 635 Acres more or less. c:\word-p\legals\municipa.bob cf P om-, e-ehl-6. I �- itc �l 01 JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE PROJECT DATA ZONING ANALYSIS ZONING DESIGNATION SD -10 OVERLAY DISTRICT NET LOT AREA 245,417 SF GROSS LOT AREA 260,040 SF BUILDING FOORPRINT 58,025 SF GROSS BUILDING AREA 232,100 SF BLDG HEIGHT ALLOWED UNLIMITED 86' - 3" PROPOSED BLDG SETBACKS I. FRONT (NW 20T" ST) REQ., ...... -PROVIDED 10' - 0" 232' -_11" 2. SIDE (EAST) REQ. PROVIDED 20'-11" 3. SIDE (WEST) REQ. PROVIDED 10' - 0" 128" - 9" 4. REAR (SOUTH) REQ. PROVIDED 10,-0" 26'-11" PARKING SPACES FLOOR REG - HC TOT GROUND FLOOR - 108 - 9 - 117 SECOND FLOOR - 150 - 3 153 THIRD FLOOR - 167 - 9 - 176 FOURTH FLOOR - 167 - 9 - 176 FIFTH FLOOR - 173 - 9 182 TOTAL- 602 - 39 - 804 IM41AMi POCVPROJECT124MWORDVN-Dj ta.aa E i� Ag v t ¢ .:A tx i, 7 rt's°L # x,-aillLkia j A�'•'' { \ y. ` t < ' -'ik`. ,y.^ r. - n X;, AFL •. °•. iiPW ' i t , ' 1 ! a k�«•y _� �a, r� r�s, r t 'i �, •aY.'� ..�+' + a,. )t1, �•��' r.•tK"9 ,. �'� § s i i, _. .�... tr, � ' $p11E 1 A i ].. ak' , J Ff l�t •,..� t �Iw;. � tax � ,„,} t :r t.. y � e � FNk.• -• ''�6'K ztg �.��r - _�. � Sy�I '^' '� '_�A '. a ;y4.• t .. � ' ;,f tF 4n '9ii. + c g t a iv,'Si ✓:,,�t N ,L •.. 'r} i�:Y a -, a .. � ��.�.el{,, '�tr°f'�R:�SFf�{'4i'�.,: t � °j,-ilk ,�.� \ 3 "+`ii 1wj� f' Ji, Y F= S � - -� I S ��. • fit yy. ;'� {t�L�.:,r h '� �' +r � p q� �*c.t• E F � .. i Lk" y' � ° :,I� '� 00 ' r1"d5 �'y t'' I`:"'� ''� !x ..;1'1u'Fe O''�� _ ��' •��`��i! �, " f'� � ,. ik..s��w::t7. 3.�G Mn 4i 3�,t� # cFa +} J"' �� � ,•."r. "*x .,� 1. _. � .......... t ..�• -� � �. -.wll, i 7 311 f' � �..,•' �," y . 19?.u�W L�Al-� ;3+ • U `' 1 �.. :1'� ' .� b i �¢.w.. 3� 1 < ^? i8 L"M�, t.. f j ya`�c. .._ � 2 � _ '�;� {°" t�•�i�'� i ..s,. �r5 �R' . j"�+�r �! j ll1 iia r ap 4. �4 7..% ; wf � 7`�, ;i � � k � �•j �in, �4,�,.�, � '• r � � - Ili 9i .f i 4,. _ y g & If t alb. i �" _.F.. _,�. �� '{ '� - .• _4� @ YRL J,s ��4 \, S7 t ji It .taro I ntfip:' J�Y 31{ J t � � � �}. �� rk p i �� � {� i'. �•�jF3 >ti �. yg�( � !r! �' - .- Y•_" ill �., ';i. Ht r z .:.Y" C � + I f �f ,,r•� L (t. f� i ! � •^ yi,'tj � P 9d,'Fx'f„ ��, _ y t a e (�. ,!"*" �y � .- : � �' ss a � � � �u�y,� � 1q��i -V- y rf � \.., ti. ,,y..t •--'� � `r� •a .f� ..Ya Si4H', l �i��\'�� 1. •D,t,�1 a �tJ Y�.. { 112_-.+ - arsJ` @ffiva+s+� §, t 'qi ;lyii`e1,ie' d� gF11 ! Y1 .i fit. �•� �',.�r .!r � _ �'„�� - ■ �xr� � " i} Fir q S C? Ob CITY OF MIAMI CITY ATTORNEY'S OFFICE MEMORANDUM TO: Walter J. Foeman, City Clerk FROM: Alejandro Vilarello, C DATE: March 29, 2000 RE: "Exhibit B" to Resoll4on No. 99-827, adopted October 26, 1999 Jackson Memorial Hospital Parking Garage Major Use Special Pen -nit ("MUSP) We are in receipt of Anna Rojas' e-mail to Beverly Solomon in which Ms. Rojas stated that the executed original of lZesolutiotx;No.99-827, adopted October 26,.-1999;� maintained in your files does not contain "Exhibit B" (the property's legal description) as an attachment to the Resolution. Our records reflect that "Exhibit B" was submitted with the original legislation, along with "Exhibits A" and "C" when transmitted to your office on February 8, 2000, however, we are forwarding a copy of "Exhibit B" so that you can mark and attach same to Resolution No. 99-827. W428:BSS Attachment c: Sylvia Lowman, Chief Deputy City Clerk `i 4 , L�. o - �- "_ U cis .�•,, Ol a C • 99- 827 ur 0011�1 , 9 JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE MAJOR USE SPECIAL PERMIT TABLE OF CONTENTS I. PROJECT INFORMATION A. Application for a Major Use Special Permit B. Ownership Affidavit C. Directory of Project Principals D. Project Data Sheet E. City of Miami Zoning Atlas Map II. PROJECT DESCRIPTION A. Zoning Ordinance No. 11000 1. Section 1304.2.1 Application Forms; Supplementary Material 2. Section 1702.2.1 General Report 3. Section 1702.2.2 Major Use Special Permit Concept Plan 4. Section 1702.2.3 Development Impact Plan Ill. SUPPORTING DOCUMENTS Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Analysis Tab 3 Site Utility Analysis Tab 4 Economic Impact Study Tab 5 Survey of Property Tab 6 Drawings Submitted t�l 99- 827 t 3. q.. ,�'� r1�j. .�jspq-zas r � ,, ?�:•t" 3 r s � y '�1� 27 Yt .a a :r � -. F.. jl=.�C 4'ik 1�'1�•j k�1e1Y�4; ���� } C '1 0 JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE MAJOR USE SPECIAL PERMIT PROJECT INFORMATION ARTICLE 1. A. Application for a Major Use Special Permit B. Ownership Affidavit C. Directory of Project Principals D. Project Data Sheet E. City of Miami Zoning Atlas Map 29- 827 153 "Qw .... _....__.._..—. T 20th—.._.___.___,.._.._.. ' a MIAMI MUNICIPAL MUNICIPAL SHOP TRACT ACT � � s r (51-84) TR HIGHLY (52 14 mo DRIVE �SO ..19th �cawa�s�s��a��a��� •e'1 JACKSON MEMORIAL T R. F HOSPITAL TRACT ppm COVE o TR 1 NW �. ` SEC. 3 (55-5) SD-194- SD-10 JA TR, F } (14-801 I r i NW N . > rR C ME WAGNEW TRACT 9 N (Ta.o (114-1) y ; _ R.3 Nc►L" 1. rR " -+ CITY PROPERTY L PARK DR. °� " _ a HOSPITAL SUB. -"C JACKS N MEMO IAL s - H PITAL 1 1 4125•43) } (75-46) TRAC S ADO. rR A I 'R.0 R b eTR " TW 4 (11 • -$5) TR, 5 t alw CEDARS 0 LEBANON � I � • tg � JAA HOSPITAL C PLEX _ � TO' IL TRACT TR. C • � —�i.�nllth,�WT>^RR ,� � 19 2) $ (91-57) PAPANICOLAOU S����� r}D BISCAYNE ClviC SD 19 CENTER PLAZA }J# = TRACT Sr � ! {,M� SD-1- 1 t27.633 lot " to 1 _ w � t ' 2NDAA CEO > 1ST AD TO MEDICAL CENTER = ENTER 0 a TR.5 \\ 23-28 � . (1 3-69) rR o ,� \ TRCIF \ (95-54 Z. \� — — PRIVATE R ., �� 1 3 NW CITY OF MiAMi PLANNING DEPARTMENT APPLICATION FOR MAJOR USE SP.ECIA rL PERINTIT IT IS INTENDED THAT MAJOR USE SPECIAL. PERMITS AR REQUIRED 1VR LC SPECTFIrFI USES AND/Olt OCCUPANCrrS INVOLVE MATTERS DEEMED TO 9B OF CITYWIDE OR AREA-WME IMPORTANCE. THE CITY COWS.STON SHALL SE SOLELY RESPONSIBLE FOR DETERMTNATrONS ON APPLICATIONS FOR MAJOR USE SPECIAL PERMrrS. (.SGr ARTICLE 17 OF ORDINANCE 11000. AS AMENDED, 71[r ZONING ORDINANCE OF TI M C177 OF ml Wl, FI-OR1DA.,) THE CFFY COMMISSION SHALL RW—.R ALL APPLICATIONS FOR MAJOR USE SPECIAL PERMITS TO THE PLANNING ADVISORY nOARD AND TO THE DIRECTOR OF THr PLANNING DEPARTMENT FOR RECOMMENDATIONS, AND MAY MAKE REFERRALS TO AGENCIES. BODIES, OR OFFICEI S, =1EER THROUGHTi--t• PLANNING DEPARTMENT OR DrRECTLY, FOR REVIEW, ANALYSIS AND/OATECHNICAL FINDINGS ANU DETER.gNATIONS AND REPORTS THEREON. (SEF. ,TrC77ON 1301.5 0FOlWINANCw I1000, ASAUEAIDED, THE ZONING ORDINANCE OF THE C[T7 OF,NAMI. FLORIDA.) SECTION 2.633 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED, GENERALLY REQUIRES ANY PERSON W140 RECEIVES COMPENSATION, REMUNERATION OR EXPENSE'S FOR CONDUCING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH TFiv- CITY CLERK PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOA05, COMM 17TEES AND TILL• CITY COMMISSION, A COPY OF SAID ORDINANCE IS AVARABLE IN T71C OFFICE OF THE CITY CLERK (MIAM) CITY HALL), LOCATED AT 3500 PAN AM0UCAN DRIVE, MIAMI. FLORIDA 33133. NOTE • THISAPPLICATIONMCISTBETYPEwuyTENANDsiGNED FNBLACKINK, T, _Public Health Trust hereby apply to the Director of the Planning Department of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17 of the City of Miami Zoning Ordinance. Property Address: Approximately 1975 N.W. 12th Avenue within the Jackson Llemorral Hospit I Complex Nature of proposed use (be specific):_A 804space narking garQ2e with pedesr:rian hrrdge over a orivate road A/T(/A 19th StTeat APPLICATION MATERIALS I attach the following in support and explanation of the application: Cl I. Two original surveys, prepared by a State of Florida Registered Land Surveyor within one year from the date of application. 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach forms 4-83 and 4a-83 to application). D9-- 827 u as APPLICATION MATER LS (continued) tttaeh the following in support mid explanation of the application: ❑ 3. Certified list of owners of real estate within a 375•foot radius from the outside boundaries of property (attach form 6-83 to application). - ' Ln 4. Maps of the: - ' a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property, d S. General location map showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. ❑ 6. Concept Plan a) Site plan and relevant information per Section 1304.2.Id-h. b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities, per Section 1702.3.2a. c) Flow concept affects existing zoning and adopted comprehensive plan principles and designationstbulation of any required variances, special permits, chances of zoning or exemptions, per Section 1702-3.2b. ❑ 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). ❑ 8. Other (be specific): ❑ 9. Fee of S 14,995,13 . for the Major Use Special Permit, based on current fee schedule as set forth in Chapter 62 of the Code of the City of Miami, as amended. ❑ 10. Additional fee of $ for any required special perm its, changes of zoning or variances set forth in chapter 62 of the Code of the City of Miami, as amended. Total Fee: S Signature Name Richara Tnhiaa Address c/o A. Vicky Garcia -Toledo, Esa Phone/Fax (305) 150-2409 / (345)374-759 y Date June 4. 1999 FI NALArPROVAT. OF THUS A PPLICATION FOR IYUAJO R USE SP EC1AL PERIWIT S FiALL CONSIST OF AN EXECUTED I2ESOLUn ON AY TILE IML1MTCrrY COM.titISSTON AND A DEVELOPPYIENT OItU)ER ATTACHED THLRL I'0 �ViiTCII SPECMES T[iE CONDMONS Z NDER wHTCH THIS MAJOR USE, SPECIAL PSR- 11T APPLIC,s'ri0N IS APPROVED: iF APPROVED BY T14E CITY COMMISSION, SAM RESOLUTION AND DEVELOPMLN'I' OROERSI'I.ILL, UPON EXECUTION TIURLOf BC TRANSMITTED TO THE OWNER Olt AUTHORIZED AUNT ATTHr ADDRESS SPEC FILD ABOVE. 99- 827 C.1 11 DISCLOSURE, OF OWNERSHIP 1. Legal description and street address of subject real property: See attached Exhibit "A" 2. Owner(s) of subject real Property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami requires disclosure of all parties !laving a financial interest, either direct or indirect in the subject matter of a presentation, request or petition to the City Commission. Accordingly, question #2 requires disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. Public Health Trust A/K/A Jackson Memorial Hospital is a Public Entity and part of Miami-Dado County 3. Legal description and street address of any real property (a) owned by any party listed in answer to question #2, and (b) located within 375 feet of the subject real property. All properties depicted in City of Miami Zoning Atlas page 24 and known as the Jackson Memorial Hospital Complex Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 19� by:Richard Tobias, VP of Pln 0 !iblic Health Tn1st, an agency for Miami-DiW6 County. He is personally known to me or-kaspred+teed— as identification and who did (did not) take an oath. Mme: OFFI OTAIRY L Notary Public -State of Florida RWJWDAPOLEMENI Commission No.: NOrARYPUBLIC STATEOFFLORID A My Commission Expires: COMMMON NO. CC711169 iIMON EXP. JAN. 26.2M GM.NIS17374911179910234792.o1 � (j _ ' 2 . ,e7 AFFIDAVIT STATE OF FLORIDA ) SS COUNTY OF MIAMI-DADE ) _r Before me, the undersigned authority, this day personally appeared , who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting tile accompanying application for a public hearing as required by the Zoning Ordinance of the City of Miami, Florida, affecting the real property located in the City of Miami, as described and listed on the pages attached to this Affidavit and made a part thereof. 2. That all owners which he/she represents, if any, Dave given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, elephone numbers and legal descriptions for the real property of which he/slie is the owner or )egal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true and correct. Further Affiant sayeth not. Richard Tobias STATE OF FLORTDA COUNTY OF MlAivvil-DADE foregoing instrument was acknowledged before me this /� day of V uYo� 19' ' , by . ichard Tobiamf Public Health Trust, an agent of Miami -Dade County, on behalf of the corporation. He is personally known t ma as identification and who did (did not) take an oath. }Xame: / O FI OTARYSEAL Notary Public -State of Florida RIC�iARpAPO[EM£NI Com m i s s i o n 'No.: NOTARY PuRuC STATE OF FLORIDA 1�ty Commission Expires: I-MYCO CCMMM=oNFxPCA�N1.12E�ooz 09- 827 Note 1 Note 2 JACKSON MENIORIAL HOSPITAL ADDENDUM TO APPLICATION FOR MAJOR USE SPECIAL PERMIT Request for Major Use Special Permits For: a) To construct a parking structure containing 804 spaces. The above Major Use Special Permits are to encompass the lower ranking Special permits requested below: a) To apply for a Class I permit to permit the staging and parking during construction. b) To apply for a Class I permit to allow development/construction signaae. c) To request a waiver from the City Commission: (i) from the noise ordinance during the required concrete pours for construction of the building. d) A special exception to permit a parkins garage on Government! Institutional zoning district is not required for this project. Project -is pending a re -zoning application to SD-10 zoning. e) To apply for all other lesser permits as may be required to allow development and construction of this project as contemplated under this Major Use Special Permit application as submitted and per plans on file. QTIMS17: 74MI 17A9\02-24807.0I 4/5/99 99- 827 EXHIBIT A. LEGAL DESCRIPTION: A portion of Tract "A', "MUNICIPAL SHOPS TRACT", as recorded in Plat Book 52 at Page 14 of the Public Records of Dade County, Florida, being more particularly described as follows: Commence at the Southeast corner of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of Section 35, Township 53 South, Range 41 East; thence South 89 degrees 10 minutes 40 seconds West along the South line of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of said Section 35 for 237.02 feet to a Southeast corner of said Tract "A"; thence North 00 degrees 12 minutes 24 seconds East along the East line of said Tract "A" for 80.20 feet; thence South 64 degrees 06 minutes 44 seconds West for 132.62 feet; thence South 89 degrees 10 minutes 40 seconds West for 57.13 feet to the Point of Beginning of the following described parcel of land, (the last two described courses being coincident with the Southerly boundary of that certain parcel as described in Official Records Book 14281 at Page 953 of the Public Records of Dade County, Florida); thence South 89 degrees 10 minutes 40 seconds West along a line parallel with and 24.00 feet North of as measured at right angles to the said South line of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of said Section 35 for 110.58 feet to a Point of Curvature; thence Southwesterly, Westerly and Northwesterly along a circular curve to the right having a I radius of 556.96 feet and a central angle of 10 degrees 09 minutes 44 seconds for an arc distance of 98.78 feet to a Point of Reverse Curvature; thence Northwesterly, Westerly and Southwesterly along a circular curve to the left having a radius of 588.96 feet and a central angle of 10 degrees �k 09 minutes 44 seconds for an arc distance of 104.46 feet, (the last three described courses being coincident with the Northerly boundary of that certain easement described per City of Miami Resolution No. 31361); thence South 89 degrees 18 minutes 40 seconds West along a line non- tangenL to the last described curve for 182.81 feet to the Southeast corner of that certain parcel of land described in Official Records Book 9811 at Page 865 of the Public Records of Dade County, Florida; thence North 00 degrees 48 minutes 00 seconds West along the Easterly boundary of that said Certain parcel described in Official Records Book 9811 at Page 865 for 171.40 feet; thence North 89 degrees 12 minutes 00 seconds East at right angles to the last described course for 75.52 feet to a Point of Curvature; thence Northeasterly along a circular curve to the left having a radius of 110.50'feet and a central angle of 70 degrees 50 minutes 13 seconds for A arc distance of 136.62 feet; thence North 89 degrees 12 minutes 09 seconds East for 8.11 feet; thence North 00 degrees 47 minutes 51 seconds West at right angles to the last and next described courses for 348.75 feet, (the last four described courses being coincident with the Easterlyboundary of a certain parcel described in a lease agreement with Dade County from the City of Miami); thence North 89 degrees 12 minutes 09 seconds East along North boundary line of said Tract "A" for 367.55 feet; thence South 00 degrees 13 minutes 39 seconds West for 222.42 feet; thence South 07 degrees 22 minutes 06 seconds West for 394.19 feet to the Point of Beginning; (the last two described courses being coincident with the Westerly boundary of that said certain parcel as described in Official Records Book 14281 at Page 953 of the Public Records of Dade County, Florida). All of the above lying in the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of Section 35, Township 53 South, Range 41 East, Dade County, Florida, and containing 5.635 Acres more or less. c:\word-p\legals\municipa.bob M 99- 827 JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE DIRECTORY OF PROJECT PRINCIPALS Owner/ Development: Public Health Trust Jackson Memorial Hospital Facilities Planning and Programming 1611 NW 121h Avenue Miami, Florida 33136-1094 Telephone: (305) 585-1302 Fax: (305) 324-1305 E-mail: jcamero@um imh.orQ Mr. Jose S. Camero Architect Architect: Carr Smith Corradino 4055 NW 971h Avenue Miami, Florida 33178 Telephone: (305) 594-0735 Fax: (305) 594-0755 E-mail: ciamas@corradino.com Mr. Eduardo N. Lamas, AIA Principal Landscape Architect: Savino & Miller Design Studio 4014 Chase Avenue, Suite 219 Miami Beach, Florida 33140 Telephone: (305) 538-9062 Fax: (305) 534-9062 Mr. Barry Miller Principal Traffic: Carr Smith Corradino 5200 NW 33`d Avenue, Suite 203 Fort Lauderdale, Florida 33309 Telephone: (954) 777-0044 Fax: (954) 777-5157 E-mail: timadaPcorradino.com Mr. Tsutomu Imada, PE Transportation Planning Manager Is 99- 827 Legal: Bilzin Sumberg Dunn Price & Axelrod LLP 2500 First Union Financial Center Miami, Florida 33131-2336 Telephone: (305) 350-2409 Fax: (305) 374-7593 Cellular: (305) 815.2409 E-mail: avi@bilzin.com Ms. Vicky Leiva Garcia -Toledo Attorney At Law %WIAMI PDCIPROJECfl208lkWORD%DirOlPrincpl.da 99- 827 JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE PROJECT DATA - ZONING ANALYSIS ZONING DESIGNATION SD -10 OVERLAY DISTRICT NET LOT AREA 245,417 SF GROSS LOT AREA 260,040 SF BUILDING FOORPRINT 58,025 SF GROSS BUILDING AREA 232,100 SF BLDG HEIGHT ALLOWED UNLIMITED 86' - 3" PROPOSED BLDG SETBACKS 1. FRONT (NW 20TH ST) REQ, PROVIDED 10'-01, 232'-11" 2. SIDE (EAST) REQ. PROVIDED 10' - 0" 20' -11" 3. SIDE (WEST) REQ. PROVIDED 10' - 0" 128" - 9" 4. REAR (SOUTH) REQ. PROVIDED 10'-01, 26-11" PARKING SPACES FLOOR REG HC TOT GROUND FLOOR - 108 - 9 - 117 SECOND FLOOR - 150 - 3 - 153 THIRD FLOOR - 167 - 9 - 176 FOURTH FLOOR - 167 - 9 - 176 FIFTH FLOOR - 173 - 9 - 182 TOTAL- 602 - 39 - 804 Aak \',MIAMI PDCTROJECR24091WORMProJData.doc 99- 827 PUBLIC HEALTH TRUST APPLICATION FOR A MAJOR USE SPECIAL PERMIT TO PERMIT A NEW PARKING STRUCTURE AT JACKSON MEMORIAL HOSPITAL Article II Description A. Zoning Ordinance No. 11000 1. Section 1304.2.1 Application forms; supplementary materials 2. Section 1702.2.1 General Report 3. Section 1702.2.2 Major Special Permit Concept Plan 4. Section 1702.2.3 Development Impact Study • 99- 827 PUBLIC HEALTH TRUST APPLICATION FOR A MAJOR USE SPECIAL PERMIT TO PERMIT A NEW PARKING STRUCTURE AT JACKSON MEMORIAL HOSPITAL ARTICLE II Zoning Ordinance No. 11000 1. Section 1304.2.1 Application forms; supplementary materials (a) Statement of ownership and control of the proposed development of activity. The disclosure of ownership and ownership affidavit are provided in Article I. (b) Statement describing in detail the character and intended use of the development of activity. Project Description In accordance with its facility master plan, Jackson Memorial Hospital (JMH) is planning to build a new parking garage on NW 19th Street to improve overall patient access and redirect outpatient traffic flow to the northwest side of the campus. The parking garage will be located across from the newly constructed Diagnostic Treatment Center (DTC) and proposed rehabilitation hospital. A pedestrian bridge across NW 19th Street will link the new parking garage to the second floor of the proposed rehab facility. The plan for the parking garage will accommodate 804 cars on five levels, The vehicular entrance for patients, visitors, and staff' into this garage will be via an access road on the east side of the garage, whereas, a dedicated vehicle exit will be planned to occur directly onto NW 19th Street. The primary intent with the planning for the parking garage and associated support services has been to create convenient public, patient, and visitor access to the medical services located on the northern portion of the JMH campus and eliminate service activity and traffic from NW 19 Street. As such, NW 20th Street will be established as a service zone for the Hospital and all service traffic will be relocated here. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project or activity and the like. The following exhibits are included with the Major Use Special Permit Application and are located under Tab 6 of the Supporting Documents. 99-- 827 (1) Location Map: Map of the surrounding street system indicating the project location. (2) Area Context Map: Map of the project area indicating buildings and their functions that surround the site. (3) Aerial: Aerial photograph of the surrounding area indicating the project site. (d) A site plan containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient size to show: The Site plan is located as Sheet a.l under Tab 6 of the Supporting Documents. (1) Boundaries of the project, any existing streets, building, watercourses, easements, and section lines; The boundaries of the project and the location of existing streets and easements are shown on the survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structure; The exact location of all existing buildings located on the Property is shown on the survey located under Tab 5 of the supporting Documents. The location of the building to be constructed are shown on the Site Plan, under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types of traffic; A detailed analysis of the site access and traffic flow for the development is provided in the Traffic Impact Analysis located under Tab 2 of the Supporti,-rg Documents. (4) Off-street parking and off-street loading area; Off-street loading is not required for this project. (5) Recreational facilities locations; Not applicable U 0ug �tir# fi 0 (6) Screen and buffers; Landscaping and buffer areas indicated on the Landscape Plan, Under Tab 6 of the Supporting Documents. (7) Refuse collections areas; Waste collections areas are not required for this building type. An adjacent Waste/Utilities building will serve as a collection point for Hospital waste. (8) Access to utilities and points of utilities hookups. Access and connections to site utilities are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to the permitted uses and ground coverage. Gross Lot Area: 260,040 gross square feet (1) The various permitted uses. Building footprint: 58,025 gross square feet is * (Parking Garage Only) (2) Ground coverage by structures. a 22% (� Tabulation showing: (1) The derivation of numbers of off-street parking and off-street loading spaces shown in (d) above: 99- 827 - E FLOOR REG. HC TOT GROUND 108 FLOOR 9 117 ECOND sn (g) If common facilities (such as recreation areas of structures, private streets, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Common facilities are not provided as part of this project. (h) Storm drainage and sanitary sewerage plans. Storm drainage, water distribution, waste water and solid waste generation provisions are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. (i) Architectural definitions for buildings in the development; exact number of dwelling units, size, and types, together with typical floor plans of each type. The development includes 804 parking spaces on four (5) levels. Detailed plans are provided under Tab 6 of the supporting documents. 99- 827 (j) Plans for signs, if any. Building identification signs will be located on the elevator and stair towers on both the north and south facades. All signs will be sized and styled in compliance with the required regulations. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscaping Plan located on Sheet L-1 under Tab 6 of the Supporting Documents, specify the plant types, sizes and locations, as well as indications that all planted areas will be fully irrigated and maintained by the Owner. (1) Plans for recreation facilities, if any, including location and general description of buildings for such use. Not applicable (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The Drawings submitted with this Application are located under Tab 6 of the Supporting Documents. (n) Such additional data as the applicant may believe is pertinent to the proper consideration of the site and development plan. Elevations and sections depicting the architectural character of the Building are included under Tab 6 of the Supporting Documents. A rendering of the project is also included under Tab 6. 2. Section 1702.2.1 General Report. (1) Property ownership or ownerships and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit are provided in Article 1. (2) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article 1. � (3) Survey of the proposed area showing property lines and ownership. A copy of the survey of the Property is included under Tab 5 of the Supporting Documents. (4) Map of existing features, including streets, alleys, easements, utilities lines, existing land use, general topography, and physical features. The existing site features and utility lines are shown on the survey of Property located under Tab 5 and the Site Utility Study located under Tab 3 of the Supporting Documents. In addition, the following exhibits are included under Tab 6 with the Major Use Special Permit Application: (a) Under Tab 6: Map of the surrounding street system indicating the project location. (b) Aerial photograph of the surrounding area indicating the project site. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings Submitted with this Application are located under Tab 6 of the Supporting Documents. (6) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. This MUSP is contingent upon approval of a SD-10 overlay. The zoning change application with the Zoning District was filed May 1998. The existing zoning designation for the Property pursuant to City of Miami Ordinance No. 11000, as Amended is G/I. The Zoning Atlas Map found under Article I indicates the existing and surrounding zoning. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. a. Relationships of the concept plan to surround existing and proposed future uses. Activities, systems and facilities (transportation, recreation, view, corridors, pedestrian systems, service systems and similar uses). Article II contains a written narrative of the Project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the Project's relationship to traffic, pedestrian movements, and transportation access. Maps found under Tab 6 indicate the Project's relationship to surrounding streets, land uses and functions. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets is included in the Drawings Submitted with this Application. The list of ® Drawings Submitted is found under Tab 6 of the Supporting Documents. kggg Ar JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE MAJOR USE SPECIAL PERMIT SUPPORTING DOCUMENTS ARTICLE III Supporting Documents Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Analysis Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 5 Survey of Property Tab 6 Drawings Submitted n :7 99- 827 E a JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE MAJOR USE SPECIAL PERMIT MINORITY CONSTRUCTION EMPLOYMENT PLAN S9- 827 SUPERSEDES: 8/15/95 NO: 361 SECTION: JACKSON MEMORIAL HOSPITAL POLICY & PROCEDURE MANUAL I SUBJECT: 300 - PERSONNEL EQUAL OPPORTUNITY AND AFFIRMATIVE ACTION The Public Health Trust of Miami -Dade County, Florida adheres to a policy of non-discrimination in employment and strives affirmatively to provide an equal opportunity of employment for all applicants as required by: Title VII of the Civil Rights Act of MA as amended: prohibits discrimination, including in employment, on the basis of race, color, religion, sex, or national origin. Title IX of the Education Amendment of 1972: prohibits discrimination on the basis of sex. Age discrimination Act of 1967, as amended: prohibits discrimination on the basis of age between forty (40) and seventy (70). Section 504 of the Rehabilitation Act of 1973 and Americans with Disabilities Act of 1990: prohibits discrimination against people with disabilities in employment, public accommodations, public services, transportation and telecommunications. Veterans are provided reemployment rights in accordance with P.L. 93-508 (Federal) and Florida State Law, Chapter 295.09, which also stipulates categorical preferences for employment. The Public Health Trust is not only committed to recruit, hire and promote individuals on the basis of the aforementioned laws, but is also committed to function within the spirit of those laws. Hence, the Public Health Trust will recruit, hire and promote individuals in conformance with this Policy, will make certain that individuals meet employment standards, and will continue to seek out applicants meeting the needs of the organization. Ira C. Clark, President, Public Health Trust tTE 3/2/98 PAGE OF I I 'i. � �: • TABLE Of CONTENTS 7 C7 INTRODUCTION............................................................................................................... 1 TRAFFIC ANALYSIS METHODOLOGY................................................................................. 1 TrafficPerformance......................................................................................................... 1 GeometricConfiguration................................................................................................. 1 AnalysisPeriods............................................................................................................... 4 24-Hour Machine Counts................................................................................................. 4 TurningMovement Counts............................................................................................... 4 TrafficSignal Data........................................................................................................... 4 StudyLocations............................................................................................................... 4 Levelof Service Standard................................................................................................. 6 EXISTING TRAFFIC PERFORMANCE.................................................................................... 6 FUTURE TRAFFIC PERFORMANCE WITHOUT PROJECT....................................................... 7 FUTURE TRAFFIC CONDITIONS WITH PROJECT................................................................. 9 TripGeneration............................................................................................................. 10 TripDistribution............................................................................................................. 10 TripAssignment........................................................... ........................ I......................... 11 FUTURE TRAFFIC PERFORMANCE WITH PROJECT............................................................ 11 SITE INGRESS/EGRESS EVALUATION................................................................................ 15 RECOMMENDATIONS FOR MITIGATION......................................................................... 16 SUMMARY....................................................................................................................... 16 APPENDIX A — Traffic Counts APPENDIX B — Existing (1999) Level of Service Calculations APPENDIX C — Calculation of Traffic Growth Rate APPENDIX D — Future Level of Service Calculation without the Project APPENDIX E — Future Level of Service Calculations with the Project APPENDIX F — Level of Service Calculations at the Project's Connedions to the Surrounding Roadway Network JMH North Parking Garage -Traffic Impact Study G:\2409\word\TRF•RPT•JUNE•99.DOC t 6/30/1999 9', 9 ^ 7 11 LIST OF FIGURES Figure 1. Roadway Network in Study Area.......................................................................................2 Figure 2: Study Intersections Lane Configurations............................................................................3 Figure 3 - Existing PM Peak Hour Traffic Volumes............................................................................5 Figure 4: Future PM Peak Hour Traffic Volumes without Project........................................................8 Figure 5: Project Trip Distribution — Entering Trips..........................................................................12 Figure 6: Project Trip Distribution — Exiting Trips............................................................................13 Figure 7: Future PM Peak Hour Traffic Volumes with Project...........................................................14 RAH North Parking Garage — Traffic Impact Study June 1999 eo g- 827 0 INTRODUCTION This report summarizes the results of the traffic impact study for the Jackson Memorial Hospital North Parking Garage. The proposed parking garage would be located on the north side of NW 19" Street between Bob Hope Road and NW 12" Avenue, as illustrated in Figure 1. The garage would primarily serve the new Diagnostic Treatment Center (DTC) and the future Rehabilitation Center and provide approximately 800 parking spaces. The purpose of this study is to identify the traffic impacts associated with the proposed garage. Presented first in the report is an analysis of the existing traffic conditions in the study area. This is followed by an analysis of future traffic conditions in 2002, when the parking garage, along with the Diagnostic Treatment and Rehabilitation Centers, will be operational. Also analyzed in the report are the access to and the circulation around the garage. TRAFFIC ANALYSIS METHODOLOGY Traffic Performance Level of service (LOS) is the traffic performance measure generally accepted in traffic analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). LOS B, LOS C, LOS D and LOS E indicate intermediate conditions. Intersection level of service was calculated using the SIGNAL97 software and the Highway Capacity Software (HCS). Midblock level of service calculation was performed using ART -PLAN. ART -PLAN is an arterial performance calculation software developed by the Florida Department of Transportation (FDOT). SIGNAL97, HCS and ART -PLAN replicate the procedures recommended in the Highway Capacity Manual. Required input for SIGNAL97, HCS and ART -PLAN analyses includes: • roadway geometry • turning movement volumes • traffic signal timing (cycle lengths and phasing) • spacing between signalized intersections Field surveys were conducted to obtain the information required to do the traffic analysis as listed below. Geometric Configuration The existing geometry of the streets in the study area, in particular at the study intersections, was obtained through field review. The existing lane configuration at study intersections is summarized in Figure 2. JMH North Parking Garage — Traffic Impact Study 1 June 1999 8 27 99- 827 0 Analysis periods Traffic performance was calculated for the heaviest typical traffic_ conditions. The determination of the highest volume period was made through data obtained from 24-hour machine counts. 24-Hour Machine Counts 24-hour machine traffic counts, which are included in Appendix A, were taken during February 1999 at several locations in the study area. The locations of the traffic counts are identified below: • Bob Hope Road south of NW 20" Street • NW 12" Avenue south of NW 20" Street • NW 20'h Street between Bob Hope Road and NW 12" Avenue The counts are included in Appendix A. Results of the counts indicate that the heaviest traffic volumes in the study area occur during the afternoon peak. Turning Movement Counts Turning movement counts were obtained at study intersections in March 1999. This time of the year represents peak season traffic conditions in South Florida. All turning movement counts are included in Appendix A and illustrated in Figure 3. Traffic Signal Data Traffic signal phasing information was obtained from the computerized Miami -Dade County Traffic Signal Control System. Study Locations Traffic performance was calculated at the following intersections and along the following roadway segments: • Bob Hope Road at NW 14" Street • Bob Hope Road at NW 151h Street • Bob Hope Road at NW 171h Street • Bob Hope Road at NW 18" Street • Bob Hope Road at NW 20'h Street • NW 121h Avenue at NW 1 1'h Street • NW 12" Avenue at NW 12'h Street • NW 12" Avenue at NW 141h Street • NW 12`h Avenue at NW 1500 Block • NW 12" Avenue at NW 16" Street • NW 12" Avenue at NW 20" Street • N. River Drive at NW 141h Avenue & NW 12`h Street • N. River Drive at NW 13" Terrace JMH North Parking Garage - Traffic Impact Study 4 June 1999 99- 827 C O R RAD I N.0 CARR -SMITH 1.CORRADINO` JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE Existing PM Peak Hour Traffic Volumes 99— Figure 3 82 7 C N. River Drive at NW 17`h Avenue NW 14" Street at NW 13" Court NW 14" Street at NW 14" Avenue Bob Hope Road between NW 14" Street and NW 20" Street NW 12" Avenue between NW 1 1'h Street and NW 20" Street Level of Service Standard The results of level of service calculations are compared against the established standards to determine the adequacy of traffic performance. Specifically, the peak hour level of service standard for the study area, as specified in the Downtown Miami DRI, is LOS E. However, 20% of roadway links or intersections are allowed to fall below LOS E "within the limitations of physical, historic or aesthetic constraints." EXISTING TRAFFIC PERFORMANCE Traffic performance calculations were completed using the geometry described in Figure 2 and the traffic volumes illustrated on Figure 3. Detailed intersection and arterial performance calculations are included in Appendix B, of which a summary is provided in the following table. Existing Traffic Performance Location Level of Service Volume/Capacity Bob Hope Road at NW 14'h Street D 0.65 Bob Hope Road at NW 151h Street C+ 0.44 Bob Hope Road at NW 17" Street C 0.48 Bob Hope Road at NW 18" Street C 0.48 Bob Hope Road at NW 20'h Street D+/C* 0.70/0.64* NW 12" Avenue at NW 1 1'h Street C+ 0.55 NW 121h Avenue at NW 121h Street D+/C* 0.77/0.74* NW 121h Avenue at NW 14" Street F/E* 1.02/0.95* NW 12" Avenue at NW 1500 Block C/C+* 0.57/0.54* NW 121h Avenue at NW 161h Street C+ 0.50 NW 12" Avenue at NW 20" Street D/D+* 0.7210.71 N. River Drive at NW 14'h Avenue & NW 121h Street B 0.39 N. River Drive at NW 13" Terrace D 0.82 N. River Drive at NW 17"' Avenue B 0.44 NW 141h Street at NW 131h Court B+ 0.53 NW 141h Street at NW 14'h Avenue F/D* 0.82/0.74* Bob Hope Road between NW 14" Street and NW 201h Street E NA NW 12'Avenue between NW 1 1'h Street and NW 20" Street F/E* NA *Existing Signal Phasing/Optimized Signal Phasing JMH North Parking Garage — Troffic Impact Study 6 June 1999 S9- 827 v hE„ As shown in the previous table, the majority of the study intersections are operating at or above LOS D. However, the intersections of NW 12" Avenue at NW 14" Street and NW 14'h Street at NW 14'h Avenue are presently operating at LOS F. If adjustments were made to optimize the signal phasing at these intersections, their performance could be expected to improve to LOS E and LOS D, respectively. Additionally, adjustments to the signal phasing could result in improved performance at several other study intersections. Results of the ART -PLAN software analyses indicate that the segment of Bob Hope Road between NW 14" Street and NW 20'h Street operates at LOS E. The segment of NW 12" Avenue between NW 1 1'h Street and NW 20" Street operates at LOS F. However, if adjustments were made to the signal timing the performance of this segment could be expected to improve to LOS E. FUTURE TRAFFIC PERFORMANCE WITHOUT PROJECT The calculation of future traffic performance without the Project has two purposes: • It is a necessary step to obtain the prevailing traffic conditions near the Project site by the time the Jackson Memorial Hospital North Parking Garage is completed and operational. • It helps isolate the impacts of the Project traffic. The proposed parking garage would be completed and operational by 2002. Traffic growth projections through 2002 were based upon historic traffic data in the area, which was obtained from Amhk the FDOT. The FDOT routinely surveys traffic volumes in the vicinity of the Project along NW 12" Im Avenue north of NW 201h Street. Analysis of historic volumes at this location determined that a yearly growth factor of 2% was appropriate for the study area. The calculation of the growth rate is presented in Appendix C. Traffic volumes were forecast for 2002 using the 2% yearly growth factor and are illustrated in Figure 4. Detailed intersection and arterial performance calculations for the expected future traffic conditions without the Project are included in Appendix D, of which a summary is provided in the following table. Future Traffic Performance without the Project Location Level of Service Volume/Capacity Bob Hope Road at NW 14" Street E+ 0.70 Bob Hope Road at NW 154 Street C+ 0.46 Bob Hope Road at NW 171h Street C 0.52 Bob Hope Road at NW 181h Street C 0.52 Bob Hope Road at NW 201h Street C 0.69 NW 12" Avenue at NW 1 1'h Street C+ 0.60 NW 12' Avenue at NW 121h Street D+ 0.78 NW 12" Avenue at NW 141h Street F 1.01 NW 121h Avenue at NW 1500 Block C+ 0.58 NW 121h Avenue at NW 161h Street C+ 0.54 NW 12" Avenue at NW 20" Street D 0.76 N. River Drive at NW 141h Avenue & NW 121h Street B 0:41 N. River Drive at NW 13"' Terrace E+ 0.87 JMH North Parking Garage — Traffic Impact Study June 1999 7 99- 827 E-] L `J Is t��:z k�'rt+ ��fi)� Future Traffic Performance without the Project (cant.) Location Level of Service Volume/Capacitlit N. River Drive at NW 17" Avenue C+ 0.47 NW 14' Street at NW 13" Court B+ 0.56 NW 14" Street at NW 14" Avenue _ D 0.79 Bob Hope Road between NW 14" Street and NW 20" Street E NA NW 12'h Avenue between NW 11 " Street and NW 20" Street E NA The results of the analysis of future traffic conditions without the Project indicate that the performance of several study intersections is expected to worsen with the growth in background traffic. In particular the performance of the following intersections is expected to worsen: • Bob Hope Road at NW 14" Street from LOS D to LOS E+ • NW 12'h Avenue at NW 12" Street from LOS C to LOS D+ • NW 12'h Avenue at NW 141h Street from LOS E to LOS F • NW 12'h Avenue at NW 20" Street from LOS D+ to LOS D • N. River Drive at NW 131h Terrace from LOS D to LOS E+ • N. River Drive at NW 17" Avenue from LOS B to LOS C+ However, the only study intersection expected to worsen below LOS E is NW 12" Avenue at NW 14'h Street. Even with optimized signal phasing this intersection is expected to operate at LOS F. The existing land use in the vicinity of this intersection consists of several large buildings and the Metrorail. The physical constraints limit the ability to implement further improvements such as widening. Results of the ART -PLAN software analyses indicate that the segment of Bob Hope Road between NW 141h Street and NW 20" Street will continue to operate at LOS E. The analysis also indicates that the segment of NW 12'h Avenue between NW 1 1'h Street and NW 20" Street will continue to operate at LOS E. FUTURE TRAFFIC CONDITIONS WITH PROJECT The Jackson Memorial Hospital North Parking Garage would consist of approximately 800 parking spaces. The parking garage would primarily serve the new Diagnostic Treatment Center and the future Rehabilitation Center. Traffic conditions were assessed for 2002, when the parking garage, along with the Diagnostic Treatment and Rehabilitation Centers would be completed and fully operational. In order to estimate future traffic conditions with the Project a three -step process is followed: Trip Generation - The number of trips generated at the Project site is calculated Trip Distribution - The origins and destinations of the trips are estimated Trip Assignment - The Project trips are then added to the traffic in the surrounding transportation network (expected future traffic) These three steps are explained in more detail next. JMH North Parking Garage — Traffic Impact Study June 1999 9 99- 827 Trip Generation As mentioned previously, the Jackson Memorial Hospital North Parking Garage would serve the new Diagnostic Treatment Center and the future Rehabilitation Center. A parking garage does not generate traffic itself, but it serves traffic generated by other land uses. Therefore, the traffic utilizing the new garage will be associated with the surrounding land uses. The Diagnostic Treatment Center will consist of approximately 280,000 square feet of building area when fully complete, while the Rehabilitation Center will consist of approximately 200,000 square feet of building area. The Institute of Transportation Engineer's (ITE's) Trip Generation manual (bth Edition, 1997) provides average trip generation rates or equations for a variety of land uses. It was determined that the Diagnostic Treatment Center and Rehabilitation Center are most similar to Trip Generation land use category #720, a 'Medical -Dental Office Building', for which a trip generation equation is provided. Trip Generation defines this land use as a facility that provides diagnoses and outpatient care on a routine basis but is unable to provide prolonged in-house medical and surgical care. A number of trips associated with the land uses in this area can be expected to utilize alternative modes of transportation. Metrorail and numerous Metro -Dade Bus Routes including Route FM, Route 12, Route 21, Route 22, Route 32 and Route 95 serve the area. Therefore, a 10% reduction in trip generation was made to account for alternative modes. The following table breaks down the Project's expected trip generation. Project Trip Generation Land Use PM Peak flour Trips Total Transit I Entering Exiting Medical -Dental Office 1,290 130 395 765 As shown in the table above, the land uses the Project will serve can be expected to generate approximately 1,290 trips during the PM peak hour. Approximately 130 of the trips can be expected to utilize alternative modes such as transit. Of the remaining 1,160 trips, approximately 395 are expected to enter and 765 exit the Project site, respectively. Finally, it should be mentioned that the trip generation associated with this Project has been calculated conservatively. The Diagnostic Treatment Center is partially operational, so a number of trips associated with this land use are already on the surrounding roadway network. However, the paths of these trips may change in the area immediately surrounding the Project after the parking garage is completed. Therefore, all traffic associated with the Diagnostic Treatment Center was treated as new trips. Trip Distribution In order to determine which roadways and intersections would be impacted by. Project trips, it is necessary to determine their probable paths. The MUATS model is used to forecast future year trips on 40 the transportation network in Miami -Dade County. Among other capabilities, the MUATS model provides origin -destination information for each area in the County. The Project trip distribution was based on a cardinal distribution provided by the MUATS model. JMFI North Parking Garage - Traffic Impact Study 10 June1999 99- 827 t iy''r In particular the paths for inbound and outbound trips in the immediate Project area are likely to be different. Therefore, separate distributions were obtained for trips entering and exiting the Project site. Figures 5 and 6 illustrate the proposed trip distribution separately for inbound and outbound trips. Trip Assignment Project traffic was routed through the study intersections and roadway segments during the PM peak hour. Project traffic was then added to the "background" traffic to yield future PM peak hour traffic volumes with the Project, which are illustrated in Figure 7. FUTURE TRAFFIC PERFORMANCE WITH PROJECT The study intersections and roadway segments were analyzed for level of service on the basis of future traffic volumes with the Project. Detailed outputs of the performance calculations are provided in Appendix E, of which a summary is provided in the following table. Future Traffic Performance with the Project Location Bob Ho a Road at NW 14'" Street Bob Ho a Road at NW 15''' Street Bob Ho a Road at NW 17'" Street Bob Ho a Road at NW 18'" Street Bob Ho a Road at NW 20'" Street NW 12" Avenue at NW 1 1 th Street NW 121" Avenue at NW 12'" Street NW 12" Avenue at NW 14" Street NW 12'Avenue at NW 1500 Block NW 12"' Avenue at NW 16' Street NW 12" Avenue at NW 20' Street N. River Drive at NW 14" Avenue & NW 121" Street N. River Drive at NW 13'" Terrace N. River Drive at NW 171" Avenue NW 14' Street at NW 13'" Court NW 14'" Street at NW 14" Avenue Bob Hope Road between NW 14'" Street and N20'" NW 12'" Avenue between WNW 1 1'" Street and NW 20" The performance analysis assumes improvements will be implemented — Level of Service E+* C+ C Volume/Ca aci 0.80* 0.65 0.67 D+ C 0.72 0.74 C+ 0.62 D+ 0.83 F 1.15 C+ 0.63 C+ 0.58 E+ 0.89 B 0.41 E 0.95 C+ 0.54 B+ 0.64 E 0.89 treet E NA itreet E NA The results of the analysis of future traffic conditions with the Project indicate that the performance of several study intersections is expected to further deteriorate with the addition of Project traffic. In particular the performance of the following intersections is expected to worsen: • Bob Hope Road at NW 18" Street from LOS C to LOS Di - NW 12" Avenue at NW 20" Street from LOS D to LOS E+ JMH North Parking Garage — Troffic Impact Study June 1999 1 1 99~ 827 o • JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE Figure Project Trip Distribution - Entering Trips 5 99— 827 • • JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE Figure Project Trip Distribution - Exiting Trips 5 99— 827 N.T.S. NW 14th St. 412 298 2 �N h AmM1 m h 764 1009 93� 28 . tQ 206 a -- 53 657 628 155 ;! 440- 38 233 88 4JMH 656 NhY1 ...N.r.mM1.. �....564 150124 PARKING npl^ r GARAGE j -4I+4 Z� 306 •F' ? ..... NW 19th St. •����," ' �434 �' 33 a a _ G C.. 1��' 123 NW 18th St. L` N a i; M�py 91 93 1126 45 190 101 272 � ^ e NW 16th t. 120 21 168 N o� ^ 52 7 �57 126 � NW 15R 49 NW 15th St. Block 90 92 tZ off. 165�r ;r�Q 3 46 ^ 223 88 356 o 0 I 225 1071 279 ' 46 246 3° r 1197 �1 186 het' 500 47 361 349 157� 173 264� — — — 124� 7 o N 730 N q �=� 38 6153 MM1.� 358 6 60 NW 12th St. ° 119 L 19883b N 0 r .... �� ^p,M 172 • we 144 107 ... NW llth St. 252 91 107�i -u , JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE Figure .. Future PM Peak Hour Traffic Volumes 7 • With Project S T2r • N. River Drive at NW 13" Terrace from LOS E+ to LOS E • NW 14" Street at NW 14" Avenue from LOS D to LOS E However, the performance of these intersections will remain within the adopted standard of LOS E for the study area. Improvements are required to maintain LOS E at the intersection of Bob Hope Road and NW 14" Street. With the expected increases in traffic at this intersection, it will be necessary to modify the traffic signal to provide a right -turn arrow for the southbound right -turn lane. This will allow the southbound right -turn movement to move concurrently with the eastbound movement. The intersection of NW 12" Avenue at NW 141h Street is projected to operate at LOS F. However, this intersection is projected to operate at LOS F in the future even without the addition of Project traffic. Additionally, as mentioned in the Future Traffic Performance without Project section of this study, the existing land use in the vicinity of this intersection consists of several large buildings and the Metrorail. These physical constraints limit the ability to implement further improvements such as widening. Results of the ART -PLAN software analyses indicate that both the segment of Bob Hope Road between NW 14" Street and NW 201h Street and the segment of NW 121h Avenue between NW 1 1" Street and NW 201h Street will continue to operate at LOS E even after the introduction of Project traffic. SITE INGRESS/EGRESS EVALUATION The proposed parking garage's ability to accommodate the ingress/egress of vehicular traffic during the PM peak hour was evaluated. In particular, the expected operational conditions were identified at the Project's proposed connections to the surrounding roadway network. Ingress to the proposed parking garage would be provided exclusively from a new private drive, which would run in the north -south direction between NW 19" Street and NW 20' Street along the east side of the garage. Egress from the proposed garage would be provided along both the new north -south drive and NW 19" Street. The Project's proposed connections to the surrounding roadway network were analyzed for level of service on the basis of future traffic volumes with the Project. Detailed outputs of the performance calculations are provided in Appendix F, of which a summary is provided in the following table. Future Traffic Performance at the Project's Connections to the Surrounding Roadway Network Location Level of Service Project North —South Drive at NW 20" Street B* NW 19'h Street at NW 12" Avenue D* NW 19" Street at Bob Hope Road B* * Represents the LOS of the worst approach of a two-way stop controlled intersection All the Project's connections to the surrounding roadway network are expected to operate at or above LOS D. However, the analyses assumed that the Project's connections to the surrounding roadway JMH North Parking Garage — Traffic Impact Study 15 June 1999 QQQ J 99— b network would be limited to right -turns only for outbound trips. This treatment is recommended for both safety and delay purposes, as it prevents left -turning vehicles from attempting to cross multiple lanes of traffic. RECOMMENDATIONS FOR MITIGATION With the growth in background traffic and the addition of Project traffic the performance of the intersection of Bob Hope Road at NW 141h Street is to deteriorate. In particular, substantial delay is expected for the southbound right -turn movement. Therefore, it is recommended that the traffic signal be modified to provide a right -turn arrow for the southbound right -turn lane. This would allow the southbound right -turn movement to move concurrently with the eastbound movement. SUMMARY This report summarizes the results of the traffic impact study for the Jackson Memorial Hospital North Parking Garage. The purpose of this study was to identify the traffic impacts associated with the proposed garage. The parking garage would be located on the north side of NW 19" Street between Bob Hope Road and NW 12" Avenue. The garage would primarily serve the new Diagnostic Treatment Center (DTC) and the future Rehabilitation Center and provide approximately 800 parking spaces. Traffic performance was calculated at the following intersections and along the following roadway segments: • Bob Hope Road at NW 14" Street • Bob Hope Road at NW 15'h Street • Bob Hope Road at NW 17'h Street • Bob Hope Road at NW 18'h Street • Bob Hope Road at NW 201h Street • NW 12' Avenue at NW 1 1'h Street • NW 12" Avenue at NW 12'h Street • NW 121h Avenue at NW 14" Street • NW 12' Avenue at NW 1500 Block • NW 12' Avenue at NW 161h Street • NW 12'h Avenue at NW 20'' Street • N. River Drive at NW 141h Avenue & NW 12'h Street • N. River Drive at NW 131h Terrace • N. River Drive at NW 171h Avenue • NW 14'' Street at NW 13" Court • NW 14" Street at NW 14" Avenue • Bob Hope Road between NW 14" Street and NW 20`h Street • NW 121h Avenue between NW 1 1'h Street and NW 20'' Street Three scenarios were analyzed: • Existing peak season conditions JMH North Parking Garage — Traffic Impact Study 16 June 1999 99- 827 • Future peak season conditions without the Project • Future peak season conditions with the Project Results of the existing conditions analysis indicate that the majority of the study intersections are presently operating at or above LOS D. However, the intersections of NW 12" Avenue at NW 141h Street and NW 14" Street at NW 14" Avenue are operating at LOS F. With adjustments to their signal phasing, the performance of these intersections could be expected to improve to LOS E and LOS D, respectively. Results of the ART -PLAN software analyses indicate that the segment of Bob Hope Road between NW 14" Street and NW 20" Street presently operates at LOS E. The segment of NW 12' Avenue between NW 11'h Street and NW 20" Street presently operates at LOS F, but, if adjustments were made to signal phasing, the performance of this segment could be expected to improve to LOS E. The results of the analysis of future traffic conditions without the Project indicate that the performance of several study intersections is expected to worsen with the growth in background traffic. In particular the performance of the following intersections is expected to worsen: • Bob Hope Road at NW 14'h Street from LOS D to LOS E+ • NW 12'h Avenue at NW 12" Street from LOS C to LOS D+ • NW 12" Avenue at NW 14' Street from LOS E to LOS F • NW 12' Avenue at NW 20" Street from LOS D+ to LOS D • N. River Drive at NW 13" Terrace from LOS D to LOS E+ • N. River Drive at NW 17" Avenue from LOS B to LOS C+ However, the only study intersection expected to worsen below LOS E is NW 12'1, Avenue at NW 14'h Street. Even with optimized signal phasing this intersection is expected to operate at LOS F. The existing land use in the vicinity of this intersection consists of several large buildings and the Metrorail. The physical constraints limit the ability to implement further improvements such as widening at this location. Results of the ART -PLAN software analyses indicate that the segment of Bob Hope Road between NW 14" Street and NW 20" Street will continue to operate at LOS E. The analysis also indicates that the segment of NW 12" Avenue between NW 11'h Street and NW 201h Street will continue to operate at LOS E. The results of the analysis of future traffic conditions with the Project indicate that the performance of several study intersections is expected to further deteriorate with the addition of Project traffic. In particular the performance of the following intersections is expected to worsen: • Bob Hope Road at NW 18" Street from LOS C to LOS D+ • NW 12`h Avenue at NW 20" Street from LOS D to LOS E+ • N. River Drive at NW 13" Terrace from LOS E+ to LOS E ■ NW 14" Street at NW 14" Avenue from LOS D to LOS E However, the performance of these intersections will remain within the adopted standard of LOS E for the study area. Improvements will be required to maintain LOS E at the intersection of Bob Hope Road and NW 141h Street. JMH North Parking Garage — Traffic Impact Study 17 June 1999 9 9 — C' V. 7 The intersection of NW 12th Avenue at NW 10 Street is projected to operate at LOS F. However, this intersection is projected to operate at LOS F in the future even without the addition of Project traffic. Additionally, as mentioned previously, the existing land use in the vicinity of this intersection limits the ability to implement further improvements such as widening. Results of the ART -PLAN software analyses indicate that both the segment of Bob Hope Road between NW 14" Street and NW 20" Street and the segment of NW 12'h Avenue between NW 1 1" Street and NW 20" Street will continue to operate at LOS E even after the introduction of Project traffic. The Project's proposed connections to the surrounding roadway network were analyzed for level of service on the basis of future traffic volumes with the Project. All the Projeci's connections to the surrounding roadway network are expected to operate at or above LOS D. However, the analyses assumed that the Project's connections to the surrounding roadway network would be limited to right - turns only for outbound trips. This treatment is recommended for both safety and delay purposes, as it prevents left -turning vehicles from attempting to cross multiple lanes of traffic. The following improvement is recommended for implernentation in the study area: • The traffic signal at the intersection of Bob Hope Road and NW 14' Street should be modified to provide a right -turn arrow for the southbound right -turn lane. This would allow the southbound right -turn movement to move concurrently with the eastbound movement. JMH North Parking Garage — Traffic Impact Study June 1999 18 9- 641 ilW . I D.N -.1.17 1 i I a -- County on Site Description: 87 F-Lo'l' 85 808 HOPE ROAD SOUTH OF 20TH STREET Start Date Start Time February 17, 1999 i 00:00 February 18, 1999 Direction: N Direction: S Combined Time Total 1st % 2nd % 3rd % 4th /, Total 1st % 2nd % 3rd % 4th '/. Total 44.0 32.0 47.0 25.0 148.0 2.0 12.0 5.0 2.0 21.0 169.0 00:00 01:00 41.0 15.0 30.0 20.0 106.0 5,0 5.0 6.0 7.0 23.0 129.0 02:00 13.0 5.0 8.0 15.0 41.0 5.0 3.0 3.0 4.0 15.0 56.0 03:00 5.0 8.0 11.0 9.0 33.0 1.0 4.0 1.0 6.0 12.0 45.0 04:00 13.0 7.0 16.0 19.0 55.0 4.0 3.0 4.0 8.0 19.0 74.0 05:00 17.0 23.0 27.0 26.0 93.0 8.0 8.0 20.0 30.0 66.0 159.0 06:00 47.0 46.0 114.0 130.0 337.0 38.0 70.0 125.0 141.0 374.0 711.0 07:00 140.0 124.0 280.0 181.0 725.0 115.0 121.0 174.0 178.0 588.0 1313.0 08:00 149.0 150.0 135.0 128.0 562.0 166.0 138.0 118.0 115.0 537.0 1099.0 09:00 124.0 169.0 163.0 150.0 606.0 160.0 120.0 97.0 86.0 463.0 1069.0 10:00 170.0 156.0 152.0 180.0 658.0 75.0 59.0 83.0 60.0 277.0 935.0 11:00 208.0 195.0 202.0 244.0 B49.0 68.0 67.0 75.0 67.0 277.0 1126.0 12:00 227.0 211.0 258.0 274.0 970.0 101.0 110.0 86.0 102.0 399.0 1369.0 13:00 242.0 275.0 210.0 187.0 914.0 104.0 84.0 83.0 94.0 365.0 1279.0 14:00 215.0 258.0 288.0 227.0 988.0 79.0 89.0 84.0 61.0 313.0 1301.0 15:00 298.0 291.0 464.0 416.0 1469.0 76.0 80.0 69.0 64.0 289.0 1758.0 16:00 443.0 313.0 459.0 368.0 1583.0 63.0 71.0 65.0 73.0 272.0 1855.0 17:00 390.0 356.0 298.0 232.0 1276.0 63.0 58.0 55.0 48.0 224.0 1500.0 18:00 268.0 233.0 227.0 187.0 915.0 32.0 47.0 45.0 48.0 172.0 1087.0 19:00 167.0 173.0 281.0 138.0 759.0 33.0 32.0 23.0 32.0 120.0 879.0 20:00 189.0 128.0 75.0 96.0 488.0 30.0 40.0 23.0 27.0 120.0 608.0 21:00 142.0 63.0 79.0 85.0 369.0 26.0 25.0 20.0 19.0 90.0 459.0 22:00 86.0 66.0 58.0 36.0 246.0 23.0 15.0 20.0 42.0 100.0 346.0 23:00 85.0 60.0 53.0 177.0 375.0 26.0 13.0 0.0 18.0 57.0 432.0 24 Hour Total 14565 24 Hour Total 5193.0 19758 Peak Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 11:45 940 07:30 656 07:30 1416 P.M. 15:30 1636 1215 402 15:30 1903 Daily 15:30 1636 07:30 656 15:30 1903 9�j �� � � r"•' t 9.041 (a February 18, 1999 =8u7 E Lo" Site Description: E -5 BOBHOPE ROAD SOUTH OF 20TH STREET Start Date - Start Time February 17, 1999 00:00 Direction: N Direction: S Combined Time Total 1 st % 2nd % 3rd y. 41h Y4 Total 1 st 1/. 2nd 1/1 3rd % 4th % Total 44.0 32.0 47.0 25.0 148.0 2.0 12.0 5.0 2.0 21.0 169.0 00:00 01:00 41.0 15.0 30.0 20.0 106.0 5.0 5.0 6.0 7.0 23.0 129.0 02:00 13.0 5.0 8.0 15.0 41.0 5.0 3.0 3.0 4.0 15.0 56.0 03:00 5.0 8.0 11.0 9.0 33.0 1.0 4.0 1.0 6.0 12.0 45.0 04:00 13.0 7.0 16.0 19.0 55.0 4.0 3.0 4.0 8.0 19.0 74.0 05:00 17.0 23.0 27.0 26.0 93.0 8.0 8.0 20.0 30.0 66.0 159.0 06:00 47.0 46.0 114.0 130.0 337.0 38.0 70.0 125.0 141.0 374.0 711.0 07:00 140.0 124.0 280.0 181.0 725.0 115.0 121.0 174.0 178.0 588.0 1313.0 08:00 149.0 150.0 135.0 128.0 562.0 166.0 138.0 118.0 115.0 537.0 1099.0 09:00 124.0 169.0 163.0 150.0 606.0 160.0 120.0 97.0 86.0 463.0 1069.0 10:00 170.0 156.0 152.0 180.0 658.0 75.0 59.0 83.0 60.0 277.0 935.0 11:00 208.0 195.0 202.0 244.0 849.0 68.0 67.0 75.0 67.0 277.0 1126.0 12:00 227.0 211.0 258.0 274.0 970.0 101.0 110.0 86.0 102.0 399.0 1369.0 13:00 242.0 275.0 210.0 187.0 914.0 104.0 84.0 83.0 94.0 365.0 1279.0 14:00 215.0 258.0 288.0 227.0 988.0 79.0 89.0 84.0 61.0 313.0 1301.0 15:00 298.0 291.0 464.0 416.0 1469.0 76.0 80.0 69.0 64.0 289.0 1758.0 16:00 443.0 313.0 459.0 368.0 1583.0 63.0 71.0 65.0 73.0 272.0 1855.0 17:00 390.0 356.0 298.0 232.0 1276.0 63.0 58.0 55.0 48.0 224.0 1500.0 18:00 268.0 233.0 227.0 187.0 915.0 32.0 47.0 45.0 48.0 172.0 1087.0 19:00 167.0 173.0 281.0 138.0 759.0 33.0 32.0 23.0 32.0 120.0 879.0 20:00 189.0 128.0 75.0 96.0 488.0 30.0 40.0 23.0 27.0 120.0 608.0 21:00 142.0 63.0 79.0 85.0 369.0 26.0 25.0 20.0 19.0 90.0 459.0 22:00 86.0 66.0 58.0 36.0 246.0 23.0 15.0 20.0 42.0 100.0 346.0 23:00 1 85.0 60.0 53.0 177.0 375.0 26.0 13.0 0.0 18.0 57.0 432.0 24 Hour Total 14565 24 Hour Total 5193.0 19758 Peak Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 11:45 940 07:30 656 07:30 1416 P.M. 15:30 1636 12:15 402 15:30 1903 Daily 15:30 1636 07:30 656 15:30 1903 99- 827 EW February 18, 1999 - county - Station Site Description: 8 0184 NW 12TH AVENUE SOUTH OF NW 20TH STREET Start Date - Start Time February 17, 1999 00:00 Direction: N Direction: S Combined Time Total 1st % 2nd % 3rd +/1 4th +/. Total 1 st �/. 2nd y. 3rd % 4th % Total 28.0 29.0 20.0 14.0 91.0 15.0 16.0 13.0 8.0 52.0 143.0 00:00 01:00 12.0 7.0 15.0 10.0 44.0 8.0 5.0 6.0 7.0 26.0 70.0 02:00 11.0 8.0 12.0 14.0 45.0 9.0 10.0 9.0 5.0 33.0 78.0 03:00 12.0 10.0 8.0 10.0 40.0 4.0 12.0 12.0 9.0 37:0 77.0 04:00 8.0 12.0 13.0 17.0 50.0 6.0 9.0 11.0 14.0 40.0 90.0 05:00 28.0 36.0 42.0 63.0 169.0 23.0 23.0 33.0 46.0 125.0 294.0 06:00 64.0 75.0 120.0 129.0 388.0 57.0 101.0 154.0 218.0 5W.0 918.0 07:00 137.0 162.0 221.0 193.0 713.0 171.0 231.0 235.0 283.0 920.0 1633.0 08:00 165.0 176.0 151.0 160.0 652.0 258.0 254.0 273.0 236.0 1021.0 1673.0 09:00 133.0 132.0 163.0 140.0 568.0 190.0 255.0 257.0 195.0 897.0 1465.0 10:00 178.0 198.0 174.0 190.0 740.0 182.0 208.0 183.0 166.0 739.0 1479.0 11:00 202.0 182.0 205.0 172.0 761.0 185.0 192.0 160.0 182.0 719.0 1480.0 12:00 193.0 178.0 189.0 192.0 752.0 179.0 202.0 194.0 188.0 .763.0 1515.0 13:00 185.0 195.0 183.0 161.0 724,0 176.0 198.0 183.0 180.0 737.0 1461.0 14:00 188.0 170.0 211.0 193.0 762.0 174.0 169.0 182.0 199.0 724.0 1466.0 15:00 255.0 193.0 295.0 206.0 949.0 193.0 195.0 166.0 167.0 721.0 1670.0 16:00 283.0 305.0 315.0 317.0 1220.0 156.0 181.0 171.0 205.0 713.0 1933.0 17:00 356.0 346.0 257.0 252.0 1211.0 171.0 140.0 126.0 108.0 545.0 1756.0 18:00 203.0 227.0 196.0 146.0 772.0 164.0 120.0 130.0 118.0 532.0 1304.0 19:00 140.0 111.0 101.0 96.0 448.0 125.0 96.0 78.0 68.0 367.0 815.0 20:00 77.0 61.0 61.0 76.0 275.0 84.0 54.0 69.0 53.0 260.0 535.0 21:00 65.0 56.0 56.0 45.0 222.0 56.0 49.0 49.0 43.0 197.0 419.0 22:00 52.0 47.0 47.0 45.0 191.0 46.0 48.0 60.0 60.0 214.0 405.0 23:00 62.0 38.0 82.0 46.0 228.0 34.0 30.0 28.0 26.0 118.0 346.0 24 Hour Total 12015 24 Hour Total 11030 23045 Peak information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 10:45 T79 07:45 1068 07:30 1785 P.M. 16:30 1334 14:30 769 16:15 2021 Daily 16:30 1334 07:45 1068 16:15 2021 99- 827 r2'A'+'-.5 February 18, 1999 County 86 EStation u a' on �] Site Description: NW 20TH STREET BAN BOB HOPE ROAD & 12TH AVENUE Start Date Start Time February 17, 1999 OQ:00 0 Time 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 1st y. 15.0 10.0 7.0 4.0 6.0 23.0 68.0 175.0 281.0 223.0 191,0 206.0 200.0 206.0 224.0 209.0 193.0 203.0 165.0 109.0 69.0 67.0 39,0 38.0 2nd + 3rd + , /� /. 4th /. 11.0 9.0 10.0 12.0 5.0 13.0 16.0 8.0 5.0 12.0 7.0 11.0 7.0 11.0 16.0 32.0 49.0 77.0 101.0 178.0 216.0 215.0 257.0 281.0 247.0 209.0 230.0 208.0 218.0 196.0 194.0 194.0 170.0 192.0 192.0 207.0 195.0 214.0 231.0 183.0 170.0 211.0 216.0 217.0 174.0 190.0 219.0 184.0 169.0 201.0 192.0 160.0 150.0 141.0 134.0 140.0 139.0 90.0 79.0 67.0 73.0 63.0 55.0 49.0 56.0 52.0 35.0 46.0 46.0 37.0 27.0 18.ol 24 Hour Total Total 45.0 40.0 36.0 34.0 40.0 181.0 563.0 928.0 967.0 845.0 749.0 797.0 840.0 770.0 831.0 802.0 755.0 654.0 578.0 345.0 260.0 224.0 166.0 120.0 11570 1 st % 24.0 14.0 3.0 4.0 7.0 9.0 43.0 109.0 152.0 141.0 134.0 205.0 208.0 217.0 204.0 233.0 258.0 283.0 163.0 97.0 96.0 115.0 47.0 33.0 u'recuon: W 2nd % 3rd +/. 4ih % 9.0 14.0 12.0 10.0 9.0 13.0 6.0 12.0 8.0 6.0 9.0 8.0 6.0 7.0 9.0 9.0 26.0 27.0 52.0 96.0 100.0 140.0 142.0 143.0 158.0 175.0 164.0 166.0 165.0 157.0 156.0 146.0 163.0 207.0 171.0 190.0 184.0 200.0 185.0 209.0 160.0 183.0 195.0 206.0 194.0 220.0 232.0 207.0 217.0 274.0 206.0 214.0 195.0 159.0 138.0 128.0 123.0 95.0 92.0 87.0 82.0 68.0 91.0 63.0 47.0 47.0 45.0 43.0 32.0 39.0 37.0 30.0 24 Hour Total Total 59.0 46.0 29,0 27.0 29.0 71.0 291.0 534.0 649.0 629.0 599.0 173.0 777.0 769.0 799.0 892.0 955.0 851.0 552.0 371.0 337.0 272.0 167.0 131.0 10609 Combines Total 104.0 .0 6r, 0 65 61.0 69.0 252.0 854.0 1462.0 1616.0 1474.0 1348.0 1570.0 1617.0 1539.0 1630.0 1694.0 1710.0 1505.0 1130.0 716.0 597.0 496.0 3a3,0 251.0 22179 Peak Information A.M. P.M. Daily Direction: E Hour Volume 07:30 1 D66 13:45 868 07:30 1066 Direction: W Hour Volume 11:45 782 16:15 980 16:15 980 Combined Hour 07:30 16:15 16:15 Directions Volume 1661 1745 1745 99- 827 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Name: M21)2 JOB NO. ; 99-023 MIAMI, FLORIDA 33186 Site Code : 00083032 PROJECT : JACKSON MEMORIAL W-ITAL DATA TEI.: 305-233-3997 FAX: 305-233-7720 Start Date: 03/03/99 MTY DADS Page : 1 AUTO,HEAVY VEHICLES IBOB HOPE ROAD INW 14TH STREET IBOB HOPE ROAD INW 14TH STREET !From North (From East (From South (From West Start I I I I IIntvl. Time I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/03/99 1 1 1 1 15:361 112 41 4 11 48 68 10 51 1 5 3 11 14 32 33 11 379 15:451 118 48 2 51 47 62 14 101 3 14 7 01 13 40 62 31 448 Hourl 1 230 89 6 61 1 95 130 24 151 4 19 10 11 27 72 95 41 827 16:001 114 58 3 61 47 61 6 1 21 2 18 12 1 01 19 49 44 1 81 441 16:151 129 57 2 81 45 67 5 21 1 7 8 01 25 37 32 41 429 16:381 132 66 4 71 42 51 9 81 3 19 13 01 39 36 63 71 499 16:451 140 69 3 11 50 49 13 51 4 21 7 01 17 43 50 21 474 Hourl 1 515 250 12 221 1 184 228 33 171 10 57 48 01 100 165 189 211 1843 17:001 107 79 6 91 44 65 10 1 01 2 24 9 1 21 36 47 66 1 91 509 17:151 86 48 8 51 25 40 8 41 2 16 11 21 15 28 45 41 347 Totall 938 466 32 421 348 463 75 361 18 116 70 51 178 312 389 381 3526 % Apr. 1 63.4 31.5 2.1 2.81 37.7 50.2 8.1 3.91 8.6 55.5 33.4 2.31 19.4 34.0 42.4 4.11 - % Int. 1 26.6 13.2 0.9 1.11 9.8 13.1 2.1 1.01 0.5 3.2 1.9 0.11 5.0 8.8 11.0 1.01 - El Sq_ 0 0 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 132S5 SW 137TH AVENUE, SUITE 207 Study Name: M2D2 JOB NO.: 99-023 MIAMI, FLORIDA 331U Site Code : 00003032 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 3OS-233-3997 FAX: 305-233-7720 Start Date: 03/03/99 COUNTY : DAM Page : 2 AUTO,HEAVY VEHICLES IBOB HOPE ROAD INW 14TH STREET IBOB HOPE ROAD INW 14TH STREET !From North (From East IFroe South !From West Start I I I Time I Right Thru Left MI Right Thru Left PEDSI Right Thru Left 1 PEDSI Right Thru Left IIntvl. PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/03/99 to 17:15 on 03/03/99 1 Time 1 16:15 1 16:15 1 16:15 1 16:15 1 Vol. 1 508 271 15 251 181 232 37 151 10 71 37 21 117 163 205 221 Pct. 1 62.0 33.0 1.8 3.01 38.9 49.8 7.9 3.21 8.3 59.1 30.8 1.61 23.0 32.1 40.4 4.31 Total 1 819 1 465 1 120 1 507 1 High 1 16:45 1 17:00 1 17:00 1 17:00 1 Vol. 1 140 69 3 11 44 65 10 01 2 24 9 21 36 47 60 91 Total 1 213 1 119 1 37 1 152 1 PHF 1 0.961 1 8.977 1 0.811 1 0.834 1 "AUTO "HEAVY VEHICLES 25 508 777 232 37 �7 N 202 2O5 Inbound 0utbaund 162 Total 163 1 117 117 0 C BOB HOF,E ROAD 505 ^' 270 15 181 3 '' i ''' 0 71 205 508 271 15 457 Inbound 19 Outbound 457 Total 1276 507 777 1284 Inbound Outbound Total Inbound 120 Outbound 425 Total 545 117 37 71 9 271 0 '~ 0 1 37 ===== ===== —____ 37 71 10 425 BOB HOPE R AD 2 181 230 • 2 23Lam.. 465- 188 653 37 0 37 10 163 188 15 NW 14TH STREET 2 a iI� 2 I North I 99- 827 -% 0 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13M SW 137TH AVENUE, SUITE 207 Study Name: 922D2 JOB NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : 00030322 PROJECT s JANSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7728 Start Date: 03/63i99 COUNTY ; DADE page : 1 AUTO,HEAVY VEHICLES IBOB HOPE ROAD 1NW 15TH STREET IBOB HOPE ROAD INW 15TH STREET (From North IFrom East 1From South 1From West Start I 1 I I Ilntvl. Time I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/03/99 1 1 1 15001 6 151 3 01 12 1 28 61 9 77 1 01 18 3 35 01 336 15:451 6 135 7 61 6 2 22 81 19 182 4 81 12 6 17 01 338 Hourl 12 286 16 01 18 3 50 81 28 179 5 01 22 9 52 01 1 674 I 16:081 4 144 1 I 01 12 2 21 I 81 11 Be 7 1 61 3 3 10 81 298 %-.151 10 156 3 01 8 2 29 81 8 73 4 61 11 1 16 01 321 16:301 6 165 2 01 13 1 32 01 11 97 4 01 11 1 20 61 363 16:451 3 1B4 2 61 11 2 28 01 7 97 6 81 9 1 26 01 376 Hourl 23 649 8 01 44 7 110 01 37 347 21 01 34 6 72 01 1358 1 17:081 11 147 3 1 01 17 2 32 1 01 15 104 1 1 01 12 0 25 1 81 369 17.151 7 132 2 01 6 2 30 01 5 88 5 01 8 1 20 01 306 Totall 53 1214 23 01 85 14 222 01 85 718 32 81 76 16 169 01 2787 % Apr. 1 4.1 94.1 1.7 -1 26.4 4.3 69.1 -1 10.1 85.9 3.8 -1 29.1 6.1 64.7 -1 - % Int. 1 1.9 44.8 0.8 -1 3.1 0.5 8.2 -1 3.1 26.5 1.1 -1 2.8 0.5 6.2 -1 - Ln CROSSROADS ENGINEERING DATA, INC Study Nate: M22D2 CARR SMITH CORRADINO 13255 SW 137TH RVENt1E, SUITE 207 Site Code : 03M CLIENT : MIAMI, FLORIDA 331M Start Date: 03/63/99 MEMORIAL HOSPITAL DATA TEU 305-233-3997 FAX: 305-233-7720 0 OB NO. . 99-023 Page : 2 ROJECT : SAMSON COUNTY : DADE AUTO,HEAVY VEHICLES Ifrl STREET fBOB HOPE ROAD INN 15TH STREET IBOB HOPE ROAD IFrot South a We IFrot pest IIntvl. IFroi North IFrot East f I Left PEDSi Total Start 1 Tiae I Ri ht Thru Left I PEDSI Ri ht Thru Left pED51 Ri ht Thru Left pEDSI Ri ht 15:30 on 03/03/99 to 17:15 on 03/63/99915 Thru Peak Hour Analysis By Entire Intersection for the Period: 116:15 I Tiie 1 16:15 30 652 10 116:15 01 49 7 121 01 41 371 15 91 43 3. S 0. 011 3133 3 A7 01 2. 2 65. 4 0. Vol. 1 Pct. 1 4.3 14.2 1.4 6.01 27.6 3.9 68.3 0. 011 44 67 A6. A I Total 1 692 1 177 1 17:00 1 17:00 1 17:00 01 20 1 25 High 1 16:45 3 184 2 01 17 2 32 01 15 104 1 1 37 I Vol. 1 Total 1 189 1 51 I 1� 1 0. A40 1 0.899 I PHF 1 0.915 10. 868 -AUTO '-HEAVY VEHICLES 30 52 t 15 87 87 `'' 0 Inbound gut bound 3 Total 0 ti 42 43 '" 1 C BOB HOPE ROAD 49 30 651 10 0 1 0 371 87 30— 652 10 507 Inbound 92 Outbound 507 Total 1199 133 5I 185 0 49 7 r� 0 7 Inbound 177 Outbound 54 121 Total 231 '' 0 121 Inbound 427 i outbound 816 , Total 1243 43 14 369 411 1 �'• � �•• 0 12141 816 15 371 816 BOB HOPE R AD 41 3 54 10 NW 15TH STREET 09- 827 ; Q '`' CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13255 SW 137TH AVENIE, SUITE 207 Study Nam M20D2 *B NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : UO3M ROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/63/99 COlJNTY ; DADE Page : 1 AUTO,HEAVY VEHICLES IBOB HOPE ROAD INW 17TH STREET IBOB HOPE ROAD INW 17TH STREET IFro■ North IFror East IFror South lFroi West Start I I I I IIntvl. Tire I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/03/99 1 1 1 1 15:381 27 78 16 741 22 24 30 61 22 57 39 181 53 24 46 51 541 15:451 18 70 12 511 18 18 21 91 27 71 31 341 55 18 42 131 508 Hourl 45 148 28 1251 40 42 51 151 49 1 128 70 521 1 108 42 88 181 1849 1 1 16:081 20 76 9 1 391 17 21 21 91 12 69 23 361 60 16 39 81 475 16:151 25 95 16 531 27 26 17 91 15 51 35 381 57 20 38 171 539 16:301 28 73 17 521 17 27 37 41 18 81 34 481 68 26 56 191 605 16:451 22 91 8 351 15 20 37 21 9 88 33 201 67 24 44 101 525 Hourl 95 335 50 1791 76 94 112 241 54 1 289 125 1421 1 252 86 177 541 2144 1 1 17:081 26 86 11 1 411 13 15 28 81 20 108 27 261 64 25 33 71 538 17:151 24 59 15 351 14 17 16 31 14 83 23 311 65 13 34 91 455 Totall 196 628 104 3801 143 168 207 501 137 608 245 2511 469 166 332 881 4186 % Apr. 1 14.5 48.2 7.9 29.11 25.1 29.5 36.4 8.81 11.0 48.9 19.7 20.21 45.4 15.4 30.8 8.11 - f Int. 1 4.5 15.0 2.4 9.01 3.4 4.0 4.9 1.11 3.2 14.5 5.8 5.91 11.6 3.9 7.9 2.11 - 9.9- 827 a. t CROSSROADS ENGINEERING DATA, INC CLIE31i : CARR SMITH CORRADINO IK-4 SW 137TH AVENUE, SUITE 207 Study Nam M200D2 JOB NO. : 99423 MIAMI, FLORIDA 33186 Site Code : 00030328 PROJECT : JAMSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 83/83/99 COUNTY : DADE Page : 2 AUTO,HEAVY VEHICLES IBOB HOPE: ROAD INW 17TH STREET IBOB HOPE ROAD INW 17TH STREET IFrov North IFrov East IFrov South IFrov West Start I I I I IIntvl. Tive I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/83/99 to 17:15 on 03/03/99 1 Tise 1 16:15 1 16:15 1 16:15 1 16:15 1 Vol. 1 101 345 52 1811 72 88 119 231 62 328 129 1321 256 95 171 531 Pct. 1 14.8 58.8 7.6 26.61 23.8 29.1 39.4 7.61 9.5 50.3 19.8 20.21 44.5 16.5 29.7 9.21 Total 1 679 1 382 1 651 1 575 1 High 1 16:15 1 16:30 1 16:38 1 16:30 1 Vol. 1 25 95 16 531 17 27 37 41 18 81 34 481 68 26 56 191 Total 1 189 1 85 1 181 1 169 1 PHF 1 0.898 1 0.888 1 0.899 1 0.851 1 "'AUTO BOB HOPE ROAD "'HEAVY VEHICLES ^' 181 100 344 51 72 1 i 1 328 171 181 101 345 52 571 Inbound 79 Outbound 571 Total 1250 101 318 88 129 170 171 `' 1 Inbound 575 Outbound 318 95 Total 893 95 0 256 256 `' 0 1.1 Inbound Outbound Total Inbound 651 Outbound 720 Total 1371 256 127 320 6; 345 2 8 119 ____= 129 328 62 720 BOB HOPE R AD .11 2 72 88 0 88 302 209 119 511 `' 0 119 62 95 209 52 NW 17TH STREET 132 132 I North I 99- 827 CROSSROADS EMINEERIN6 DATA, INC CLIENT : CARR SMITH CORRADIND 13255 SW 137TH RVENUE SUITE 287 JOB N0. ; 99-823 gIAMI, FLORIDA 33186 Study Name: M28D2 PROJECT s JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Site Code : O8030328 COUNTY ; DAM Start Date: 83/83/99 Pa e 1 AUTO,HEAVY VEHICLES A ' IROB HOPE ROAD IFror North INW 18TH STREET 1808 HOPE ROAD INd 18TH STREET Start I IFror East I IFror South IFror West Tire I Right 03/83/99 Thru Left PEDSI Ri ht 1 Thru Left I PEDSI Ri ht I Thru Left I PEDSI Ri ht Thru Left PED51ITota1 15:301 15051 1 9 89 76 9 13 411 211 45 38 0 18 81 9 125 2 1 131 24 6 47 201 449 Hourl 10 165 22 621 83 1 1 2 12 71 7 151 16 125 250 6 81 16 8 27 SI 369 I 1 I 8 211 40 14 74 251 818 16:001 16:151 8 5 83 105 7 14 281 341 25 18 2 1 9 10 11 12 111 13 1 121 28 6 20 131 378 16:381 3 75 8 351 25 0 9 41 12 21 25 95 8 131 18 5 22 141 378 16:451 6 93 4 211 18 2 6 21 5 130 12 81 30 6 32 91 409 Hourl 22 356 33 1181 86 5 34 91 54 141 477 19 52 81 22 3 34 131 397 1 1 411 98 20 108 491 1562 17: 17:151 6 3 88 77 11 9 131 361 23 13 1 1 6 l 31 9 145 2 I081 81 24 4 24 111 378 Tota11 41 686 75 2291 205 8 2 54 21 10 291 89 129 1001 3 % APr. 1 3.9 66.5 7.2 22.21 69.2 2.7 18.2 9.71 7.2 81.2 65 5.2 771 6.21 183 39 252 891 3122 X Int. 1 1.3 21.9 2.4 7.31 6.5 0.2 1.7 0.91 2.8 32.0 2.8 2.41 32.5 5.8 6.9 44.7 15.81 I 1 1.2 8.0 2.81 _ I 99_ 827 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Nam M28D2 JOB NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : 00038328 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/83/99 COUNTY' DADE Page : 2 AlRO,HEAVY VEHICLES 1BOB HOPE ROAD INW 18TH STREET IBOB HOPE ROAD INW 18TH STREET IFroe North IFroe East IFroe South IFroe West Start I I I I Ilntvl. Tiee I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/03/99 to 17:15 on 03/03/99 1 Tiee 1 1500 1 15:30 1 15:30 1 15:30 1 Vol. 1 23 353 43 1241 126 4 31 201 40 456 29 461 86 25 116 521 Pct. 1 4.2 65.0 7.9 ",.81 69.6 2.2 17.1 11.01 7.0 79.8 5.0 8.01 30.8 8.9 41.5 18.61 Total 1 543 1 181 1 571 1 279 1 High 1 16:15 1 15:38 1 15:30 1 15:30 1 Vol. 1 5 105 14 341 45 0 10 81 9 125 2 131 24 6 47 201 Total 1 158 1 63 1 149 1 97 1 PHF 1 0.859 1 0.718 1 0.958 1 0.719 1 "'AUTO ''HEAVY VEHICLES 1 HIR J-i L ...1 124 56 4 29 116 116 0 Inbound ^utbound `5 Total 25 0 85 86 1 n BOB HOPE ROAD ^' .344 43 126 1 9 r•. 0 456 116 23 353 4.3 698 Inbound 43 Outbound 698 Total 1241 279 56 335 Inbound 571 Outbound 470 Total 1041 86 29 444� 353 �'' 0 �� 12 :J J.-r -1 -- - 29 -456 I 470 BOB HOF,E ROAD I .11 0 126 4 0 4 Inbound 181 Outbound 108 31 Total 289 '` 0 .31 40 `5 108 4.3 NW 18TH STREET 40 46 0 ` 0 /I\ 40 46 I North I 09-- 827 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13155 SW 137TH AVENUE, SUITE 207 Study Nate: M9D3 is JOB NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : OKA4999 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/04/99 COUNTY DADE Page 1 AUTO, HEAVY VEHICLES IBOB HOPE ROAD INN 20TH STREET IBOB HOPE ROAD INN 20TH STREET lFrot North IFrot East IFrot South IFrot West Start I I I I IIntvl. Tive I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/04/99 1 1 1 1 15:381 17 IS 11 01 8 168 15 01 20 114 99 11 36 126 34 31 670 15:451 23 20 5 21 5 126 6 01 30 84 91 01 41 142 31 21 608 Hourl 1 40 38 16 21 1 13 294 21 01 1 50 198 190 11 77 268 65 51 1278 16:001 37 55 11 81 9 158 11 01 13 58 56 1 01 31 174 31 1 11 645 16:151 19 41 8 01 17 118 6 01 23 63 72 01 33 154 29 01 583 16:301 29 50 8 01 11 130 7 01 29 86 86 01 29 136 18 01 619 16:451 26 51 15 01 11 156 11 01 27 69 82 11 39 147 23 11 659 Hourl 1 111 197 42 01 1 48 562 35 01 92 276 296 11 132 611 101 21 2506 17:001 34 58 9 81 11 161 12 1 01 29 90 Be 1 01 41 138 13 1 01 660 17:151 15 53 6 01 8 121 4 01 29 79 79 01 21 140 12 01 567 Totall 200 338 73 21 80 1138 72 01 200 643 645 21 271 1149 191 71 5011 % Apr. 1 32.6 55.1 11.9 0.31 6.2 88.2 5.5 -1 13.4 43.1 43.2 0.11 16.7 71.0 11.8 0.41 - % Int. 1 3.9 6.7 1.4 -1 1.5 22.7 1.4 -1 3.9 12.8 12.8 -1 5.4 LL.9 3.8 0.11 - 827 �h- CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13M SW 137TH AVENUE, SUITE 207 Study Nam M91)3 108 NO. : 99-0 MIAMI, FLORIDA 33186 Site Code : OBU4999 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/04/99 COUNTY DADE Page 1 AUTO,NEAVY VEHICLES 1808 HOPE ROAD INN 28TH STREET 1808 HOPE ROAD INW 20TH STREET IFror North (From East IFroe South IFroo West Start I I I I IIntvl. Time I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/04/99 1 1 1 1 15:381 17 I8 11 01 8 168 15 01 20 114 99 11 36 126 34 31 670 15:451 23 20 5 21 5 126 6 01 30 84 91 01 41 142 31 21 608 Hourl 1 40 38 16 21 1 13 294 21 01 1 50 198 190 11 77 268 65 51 1278 16:011 31 55 11 61 9 158 11 01 13 58 56 1 01 31 174 31 1 11 645 16:151 19 41 8 01 17 118 6 01 23 63 72 01 33 154 29 01 583 16:301 29 50 8 61 11 130 7 81 29 86 86 01 29 136 18 81 619 16:451 26 51 15 01 11 156 11 01 27 69 82 11 39 147 23 11 659 Hours 1 111 197 42 01 1 48 562 35 01 92 276 296 11 132 611 101 21 2506 17:001 34 58 9 01 11 161 12 1 01 29 90 80 1 81 41 138 13 1 01 660 17051 15 53 6 01 8 121 4 01 29 79 79 01 21 140 12 01 567 Totall 200 338 73 21 88 1138 72 01 200 643 645 21 271 1149 191 71 Sell % Apr. 1 32.6 55.1 11.9 0.31 6.2 88.2 5.5 -1 13.4 43.1 43.2 0.11 16.7 71.0 11.8 0.41 - % Int. 1 3.9 6.7 1.4 -1 1.5 22.7 1.4 -1 3.9 12.8 12.8 -1 5.4 22.9 3.8 0.11 - r1 ;y- 827 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13255 SW 137TH AVENLIE, SUITE 207 Study Name: M91)3 MOD NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : OM4999 'wFPROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: W233-7720 Start Date: 03/04/99 COLkM : DADE Page : 2 AUTO,HEAVY VEHICLES IBOB HOPE ROAD INW 20TH STREET IBOB HOPE ROAD INW 20TH STREET (From North (From East (From South (From Nest Start I I I I Ilntvl. Time I Right Thru Left PEDSI Right Thru Left PEDS1 Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/04/99 to 17:15 on 03/04/99 I Time 1 16:15 1 16:15 1 16:15 1 16:15 1 Vol. 1 108 192 40 01 50 565 36 01 108 308 320 11 142 567 83 11 Pct. 1 31.7 56.4 11.7 0.01 7.6 86.7 5.5 0.01 14.6 41.7 43.4 0.11 17.9 71.5 10.4 0.11 Total 1 340 1 651 1 737 1 793 1 High 1 17:00 1 17:00 1 16:30 1 16:15 1 Vol. 1 34 50 9 01 11 161 12 01 29 86 86 01 33 154 29 01 Total 1 93 1 184 1 201 1 216 1 PHF 1 0.914 1 0.885 1 0.917 1 0.918 1 "AUTO 'HEAVY VEHICLES BOB HOPE ROAD 106 191 40 50 1 ''' 0 308 83 108 192 40 ----- 441 Inbound �40 Outbound 441 Total 781 108 993 565 320 79 83 4 Inbound 793 ^utbaund 993 546 Total 1786 567 21 142 6 Inbound 737 Outbound 370 Total 1107 142 313 305 192 7 3 36 ===== ===== 320 308 370 BOB HOPE ROAD . 0 50 564 1 565 Inbound 651 Outbound 715 36 Total 1366 0 36 108 567 715 40 NW 20TH STREET 0 0 108 1 I North I 09-- 827 ;3_ . CROSSROADS ENGINEERING DATA, INC R0CLIENT : CARR SMITH CORRADINO 13M SW 137TH AVENUE SUITE 207 8 NO. : 99423 MIAMI, FLORIDA 33186 Study Nave: M27D1 OJECT : JACI(SON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7728 Site Code : 03029927 COUNTY : DADE Start Date: 03/82/99 pae 1 AUTO,HEAVY VEHICLES A ' INN 12AVEl�IE IFrov North INN i1TH STREET INN 12TH AVE AVENUE INW 11TH STREET Start I IFrov East 1 IFrov South IFrov West Tire 1 Right 03/02/99 Thru Left PEDS1 Right I Thru Left 1 PEDSI Ri ht Thru Left I FEDSI Ri ht Thru Left PEDS1lntvl. Total 1S:30f 15:451 3 6 311 243 19 14 it 21 28 59 34 25 1 01 15 272 0 31 f 26 24 87 51 853 853 Hourl 9 554 33 31 87 29 63 20 45 11 12 11 27 288 560 8 0 11 21 13 27 31 739 1 1 41 47 37 114 81 1592 16:081 16:151 3 4 243 156 11 6 0! 81 31 44 45 29 1 01 IB 205 8 1 01 19 34 65 21 785 16:381 2 272 12 71 61 28 38 27 45 01 3 21 10 145 1 21 35 15 58 II 533 16:451 3 229 7 31 46 32 37 01 9 223 190 0 7 31 10 18 19 21 724 Hourl 12 900 36 181 182 143 138 21 40 763 8 4! 15 33 1 1 91 79 108 199 121 2641 17:001 17:151 1 2 199 178 6 4 31 48 41 39 1 01 11 184 8 31 8 21 36 11 601 Totall 24 1831 79 11 251 71 388 51 298 42 264 01 6 31 84 220 1727 2 18 31 15 25 23 61 643 % Apr. 1 Int. I 1.2 8.4 93.4 33.4 4.0 1.21 40.7 31.2 27.7 0.31 4.5 93.8 0.5x 191 1.01 149 20.5 183 25.2 372 51.3 211 2.81 5477 i . . 1 7.0 5.4 4.8 -1 1.5 31.5 0.1 0.31 2.7 3.3 6.7 0,31 - S9-- 82 r6 CROSSROADS ENGINEERING DATA, INC CLIENT : CARA SMITH CORRADINO 13M SW 137TH AVENIIE, SUITE 207 Study Name: K07D1 8 NO. = 99-93 MIAMI, FLORIDA 33186 Site Code : 03029927 OJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/02/99 COIJ TY DADE Page : 2 AUTO,HEAVY VEHICLES INW 12TH AVENUE INW i1TH STREET INW 12TH AVENUE INW i1TH STREET IFrom North IFrom East IFrom South IFrom West Start I I I Time I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left I PEDS1 Right Thru Left IIntvl. PEDSI Total Peak Hour Analysis 8y Entire Intersection for the Period: 15:30 on 03/02/99 to 17:15 on 03/02/99 1 Time 1 15:30 1 15:30 1 15:30 1 15:30 1 Vol. 1 16 953 50 111 162 136 101 11 48 910 1 61 101 86 237 111 Pct. 1 1.5 92.5 4.8 1.01 40.5 34.0 25.2 0.21 4.9 94.3 8.1 0.61 23.2 19.7 54.4 2.51 Total I 1030 1 400 1 965 1 435 1 High 1 15:30 1 15:45 1 15:45 1 15:38 1 Vol. 1 3 311 19 11 59 29 20 11 12 268 0 11 26 24 87 51 Total 1 334 1 109 1 301 1 142 1 PHF 1 0.771 1 0.917 1 0.881 1 0.766 1 "AUTO 'HEAVY VEHICLES 11 16 153 136 1 N 235 2137 L Inbound ^1_:tbound Pw 83 Total 86 3 100 11 NW 12TH AVENUE 16 ^' 943 50 162 0 ''' 10 '' 0 910 — — — — — — — — — — — 237 16 953 50 1309 Inbound 130 Outbound 1309 Total `339 435 153 588 NW Inbound 965 Outbound 1155 Total 2120 101 1 899 953 0 '' 11 101-W==- 1 910 1155 12TH AV NUE I '' 0 162 135 1 136 Inbound 400 Outbound 184 100 Total 584 '' 1 101 48 86 184 50 NW 11TH STREET 46 6 2 48 6 I Not I 9 9 -- 827 ONE CROSSROADS ENGINEERING DATA, INC Study Nare: M28DI CARR SMITH CORRADINO 13255 SW 13TTH AVENUE, SUITE 207 Site Code : 03029928 CLIENT : O8 NO. , S9423 MIAMI, FLORIDA 33186 TEL: 305-233-3997 FAX: 305-233-7120 Start Date: 03/02/99 1 PROJECT : JAMSON YMRIAL HOSPITAL DATA page : COUNTY : DADE Af'O,HEAVY VEHICLES STREET 1NN 12TH AVENUE INN 12TH S INN 12TH STREET INN 12TH AVENUE 1Fro2 East IFroa South IFrnt Nest IIntvl. iFroa North Start 1 I I Left PEDSi Ri ht Thru Left I PEDSi Ri ht Thru Left PEDS` Total Tiae 1 Ri ht Thru Left PEUJSI Ri h Thru 01 707 63/02/99 15:301 39 403 S 1 61 0 29 128 81 2 93 13 1 0 0 0 0 01 733 15:451 10 413 8 11 0 33 101 b2 21 2 233 44 21 B 0 8 01 1440 HDUrl 49 816 0 11 1 ® I 1 0 1 01 739 I 16:001 16 427 0 21 22 127 01 0 132 17 11 0 0 0 01 717 16:151 15 391 0 41 21 0 30 0 18 In 01 0 135 10 01 0 0 0 0 It Me 31 884 16:381 17 477 0 21 426 0 01 0 52 213 21 0 150 15 21 0 4f 0 8 8 0 41 3188 16:451 Hourl 69 1721 0 81 0 122 640 21 8 544 I 66 1 I 1 17:001 22 426 a 1 0 168 16 1 0 0 0 01 778 61 0 17:151 21 464 0 01 101 5 47 134 01 5 258 1098 51 2 1132 i44 71 0 0 41 6253 108.01 - Totall 161 3427 0 95.2 - 0.21 0.3 16.8 W.3 0.31 0.1 88.0 11.2 0.51 M _ _ �1 - % Apr. I 4.4 2,5 54.8 - 0.11 4.1 17.5 -1 - 18.1 2.3 0.11 1 1 % Int. 1 I 1 1 I 1 Aqk 1 I I 99- 827 k CROSSROADS ENGINEERING DATA, INC WJCLIENT CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Nave: K08D1 OB NO. ; 99-023 MIAMI, FLORIDA 33186 Site Code ; OM928 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX.- 305-233-7720 Start Date: 03/02/99 COUNTY ° DADE Page : 2 AUTO, HEAVY VEHICLES INN 12TH AVENUE INW 12TH STREET INW 12TH AVENUE INN 12TH STREET IFrov North IFrov East !From South IFrov West Start I I I I Ilntvl. Time 1 Right Thru Left FEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis 8y Entire Intersection for the Period: 15:30 on 03/02/99 to 17:15 on 03/02/99 1 Tire 1 16:38 1 16:30 1 16:38 1 16:30 1 Vol. 1 81 1793 0 31 5 144 622 31 0 640 59 31 0 0 0 41 Pct. 1 4.3 95.5 0.0 8.11 0.6 18.6 88.3 0.31 0.0 91.1 8.4 0.41 0.0 0.0 0.0 100. 01 Total 1 1877 1 774 1 702 1 4 1 High 1 16:38 1 16:45 1 17:00 1 16:45 1 Vol. 1 17 477 0 21 0 52 213 21 0 187 18 11 6 0 0 31 Total 1 496 1 267 1 206 1 ' 3 1 PHF 1 0.946 1 0.725 1 0.852 1 0.333 1 'AUTO `'•HEAVY VEHICLES 3 81 284 144 59 0 '• 0 Inbound Outbound 0 Total 0 0 0 0 :7 NW 12TH AVENUE 81 1787 0 5 0 6 0 640 ==== ===== ===== 645 81 1793 0 Inbound A77 Out boLind 645 Total 2522 4 284 288 Inbound Outbound Total Inbound 702 Outbound 2415 Total 3117 1793 59 632 622 0 f 8 2415 59 640 0 NW 12TH AVENUE 0 5 143 1 144 774 0 620 774 2 622 NW 12TH STREET 0 ?, I North I 09- 827 �. ,. CLIENT : CARR SMITH CORRADINO CROSSROADS ENGINEERING DATA, INC iftJOB NO. : 99-023 13M SW 137TH AVENUE, SUITE 207 Study Nape: PROJECT : JOSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 MIAMI, FLORIDA 33186 FAX: 385-233-7720 Site Code M20b1 : 03@299N COUNTY ' DAAE Start Date: 03/&?/99 NNW 12TH AVENUE AUTO,HEAVY VEHICLES Page : 1 IFroe North INW 14TH STREET IFroe East INW 12TH AVENUE INW 14TH STREET Start I i IFror South lFros West Tite _ I Rioht 03/02/99 Thru Left PEDS1 Ri ht Thru I Left PEDSI Ri ht Thru Left I PEDSI Ri it Thru 1 I Left PE>1SllTotal 15:301 73 15;451 48 258 185 28 25 91 69 51 54 175 152 124 221 22 234 39 01 62 49 3�' 9! 1205 Hourl 113 443 53 141 123 327 121 81 35 163 245 301 34 31 38 52 56 2P1 993 1 1 391 73 31 100 101 88 311 2198 16:08! 54 16051 43 258 216 35 19 51 51 31 44 158 138 I 107 31 32 162 135 48 I 61 66 67 33 I 141 1083 16:301 47 236 16 81 46 198 51 26 169 126 101 37 228 68 B8 91 50 56 22 8 211 1838 16:451 29 Hourl 173 204 914 17 87 61 69 220 175 111 47 193 48 01 71 76 72 32 131 1232 1 P?1 210 1 106 543 291 142 752 1 244 16� 271 66 159 171 1238 651 4583 17:001 36 17:151 33 241 206 14 16 41 30 61 67 193 217 141 31 22 201 66 31 61 69 96 1 1218 30202 Totall 355 71 Apr. 1 14.9 1804 178 461 430 1443 191 21 42 1120 641 263 1552 48 431 31 251 54 465 75 72 61 1240 % Int. 1 3.8 75.9 19.5 7.1 1.8 1.91 14.0 0.41 4.6 47.2 36.6 2.01 11.5 68.3 18.9 1.11 30.4 516 33.7 415 27.1 1321 9231 8.61 I I 15.6 12.1 0.61 2.8 16.8 4.6 0.21 5.0 5.5 4.4 1.41 - I I I I I f C7 0 � 827 CROSSROADS ENGINEERING DATA, INC Av9ID(T : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 287 Study Nate: M20D1 8 NO.: 9S-023 MIAMI, FLORIDA 331U Site Code : 830P99 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3991 FAX: 20 COUNTY DADS 305-233-7720 Start Date: 03/L/99 Pa e AUTO,HEAVY VEHICLES g ' 2 INN 12TH AVENUE INW 14TH STREET INW 12TH AVENUE INW 14TH STREET Start 1Fror North I IFror East I IFror South I IFror Nest Tire I Right Thru Left PEDSI Ri ht Thru Left Peak Hour Analysis By Entire Intersection for the Period: PEDSI Ri ht Thru Left I PEDSI Ri ht Thru Left IIntvl. PEDSI Total Tire 1 16:38 15:30 on 63/02/99 to 17:15 on 03/02/99 1 Vol. 1 145 887 63 1 16:30 241 212 828 633 1 16:38 261 148 824 250 1 16:30 71 249 292 1 Pct. Total 1 12.9 79.2 1 1119 5.6 2.11 12.4 48.7 37.2 1.51 12.0 67.0 20.3 266 0.51 28.5 33.4 30.4 661 7.51 High 1 16:38 1 1699 1 17:15 1 1229 16.3377 1 873 1 Vol. Total 1 47 236 1 307 16 81 67 217 191 21 C28 88 01 17•61 69 96 301 PHF 1 0.911 1 477 1 0.890 1 353 1 0.870 I 256 1 1 0.853 1 "AUTO `-HEAVY VEHICLES 2 24 145 1223 828 250 ^' 261 266 ' 5 J Inbound ^utbound ^' 289 Total 292 3 ^' 248 249 '' 1 0 NW 12TH AVENUE 144 878 63 212 1 9 0 824 -_ 266 145 887 63 130E Inbound 1 1 19 Out bound 1302 Total 2421 873 1223 2096 .•. 3 212 ` 8`2 6 828 Inbound 1699 Outbound 503 632 Total 2202 1 633 Inbound 1229 Outbound 1769 Total 2998 249 249 797 147 887 1 '' 27 '' 1 633 =_-__ --=== _--_= 250 824 148 1769 NW 12TH AV NUE 148 292 503 63 NW 14TH STREET 7 0 /I\ .7 I North I .9- 8k CROSSROADS ENGINEERING DATA, INC ENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Nara: M21D1 qM NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : 83029921 PROJECT : JAMSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7728 Start Date: 03/02/59 COIKTY DADE Page : I. AUTO,HEAVY VEHICLES INW 12TH AVENUE INN 15TH STREET INN 12TH AVENUE INW 15TH STREET (From North (From East lFrov South lFros West Start I I I I IIntvl. Tive I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/02/99 1 1 1 1 15:301 14 248 5 81 10 2 12 01 6 270 21 01 16 1 7 01 614 15:451 13 221 2 81 4 0 11 81 7 234 18 01 24 0 9 01 543 Hourl 1 27 469 7 61 1 14 2 23 01 15 504 39 81 40 1 16 81 1157 16:8el 18 227 2 81 11 1 15 1 11 8 247 14 1 81 30 1 7 1 01 574 16:151 5 219 4 81 10 1 7 81 7 237 13 01 28 8 16 01 547 16:301 10 201 5 81 13 1 13 01 8 268 30 81 36 0 25 81 file 16:451 12 212 5 61 11 2 10 01 11 272 20 01 34 0 16 11 606 Hourl 1 37 859 16 81 1 45 5 45 11 34 1024 77 01 128 1 64 11 2337 17:001 5 185 11 11 18 1 16 1 01 17 237 21 1 81 41 0 32 1 01 585 17:151 9 207 8 81 11 2 7 01 5 293 16 01 43 0 17 81 618 Totall 78 1720 42 11 88 10 91 11 71 2858 153 01 252 2 129 11 4697 x Apr. 1 4.2 93.4 2.2 -1 46.3 5.2 47.8 0.51 3.1 90.1 6.7 -1 65.6 0.5 33.5 0.21 - 7� Int. 1 1.6 36.6 0.8 -1 1.8 0.2 1.9 -1 1.5 43.8 3.2 -1 5.3 - 2.7 -1 - L 11 1 rFY�a CROSSROADS ENGINEERING DATA, INC LENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Nave: M21D1 I B N0. : 99-A23 MIAMI, FLORIDA 33186 Site Code : 03029921 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: W233-7720 Start Date: 83/02/99 COUNTY : DADE Page : 2 AUTO, HEAVY VEHICLES INW 12TH AVENUE INW 15TH STREET INW 12TH AVENUE INW 15TH STREET (From North IFrov East IFrov South IFrov West Start I I 1 Time I Right Thru Left PEDSI Right Thru Left PEDS1 Right Thru Left I PEDSI Right Thru Left IIntvl. PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 83/62/99 to 17:15 on 03/02/99 1 Time 1 16:30 1 16:30 1 16:30 1 16:30 1 Vol. 1 36 805 29 11 53 6 46 01 41 1070 87 01 154 0 90 11 Pct. 1 4.1 92.4 3.3 0.11 50.4 5.7 43.8 0.01 3.4 89.3 7.2 0.01 62.8 9.0 36.7 0.41 Total 1 871 1 105 1 1198 1 245 1 High 1 16:45 1 17:00 1 17:15 1 17:08 1 Vol. 1 12 212 5 01 18 1 16 61 5 293 16 01 41 0 32 01 Total 1 229 1 35 1 314 1 73 1 PHF 1 0.951 1 0.758 1 0.954 1 0.839 1 "'AUTO ^•HEAVY VEHICLES ti 1 36 129 6 87 90 90 0 Inbound ^utbound 0 Total 0 0 154 154 '' 0 0 NW 12TH AVENUE 36 791 29 53 0 " 14 '' 0 1070 90 36 805 29 1213 Inbound 171 Outbound 121.3 Total 2084 245 129 374 `' 0 53 6 0 6 Inbound 105 Outbound 70 46 Total 175 '• 0 46 Inbound 1196 Outbound 1005 Total "03 154 87 1041 41 805 0 ^ L9 0 46 87 1070 41 1005 NW 12TH AV NUE 41 29 70 NW 15TH STREET 0 0 /I\ 0 I North I CROSSROADS ENGINEERING DATA, INC WOLENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Name: K22D1 S NO.: 99-023 MIAMI, FLORIDA 33186 Site Code : 80000022 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/&-1/99 COUNTY : DADE Page AUTO, HEAVY VEHICLES INN 12TH AVENUE INW 16TH STREET INW 12TH AVEMIE INW 16TH STREET IFros North (From East (From South (From West Start I I I I Ilntvl. Time .1 Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/02/99 . I I 1 1 15:301 19 183 20 01 39 5 43 01 41 196 35 01 28 5 43 01 649 15:451 14 133 19 01 43 9 46 01 36 189 26 01 30 6 16 01 567 Hourl 33 316 39 61 1 82 14 89 01 1 77 385 61 0l 50 it 59 01 1216 1 16:001 15 161 13 01 33 11 43 01 38 190 17 1 01 47 7 34 1 01 609 16:151 15 141 15 01 58 8 52 01 30 210 23 01 34 4 21 01 611 16:301 22 139 14 01 63 13 46 01 48 231 26 01 39 3 31 01 675 16:451 8 146 18 01 51 10 38 01 40 240 22 01 38 6 27 01 644 Hourl 1 60 587 60 01 1 205 42 179 01 1 156 871 88 01 158 20 113 01 2539 17:001 6 145 17 01 45 16 35 01 32 228 15 1 01 27 6 17 1 01 589 17:151 10 140 11 01 39 14 46 01 42 255 14 01 21 5 19 01 616 Totall 109 1188 127 01 371 86 349 01 307 1739 178 01 256 42 208 01 4960 % Apr. 1 7.6 83.4 8.9 -1 46.0 10.6 43.3 -1 13.8 78.1 8.0 -1 50.5 8.3 41.1 -1 - % Int. 1 2.1 23.9 2.5 -1 7.4 1.7 7.0 -1 6.1 35.0 3.5 -1 5.1 0.8 4.1 -1 - U 99- S27 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Name: M22D1 OB NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : 80000022 PROJECT : JACI(SON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 3OS-233-7728 Start Date: 03/02/99 COUNTY : DADE page ; 2 AUTO, HEAVY VEHICLES INW 12TH AVENUE INW 16TH STREET INW 12TH AVENUE INW 16TH STREET (From North (From East (From South (From West Start I I I Tire I Right Thru Left PEDSI Right Thru Left PEDSI Right,_ Thru Left I PEDSI Right Thru Left IIntvl. PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/02/99 to 17:15 on 03/02/99 1 Time 1 16:00 1 16:00 1 16:00 116:08 1 Vol. 1 60 587 60 01 205 42 179 01 156 871 88 01 158 20 113 01 Pct. 1 8.4 83.0 8.4 0.01 48.1 9.8 42.9 0.01 13.9 78.1 7.8 0.01 54.2 6.8 38.8 0.01 Total 1 707 1 426 1 1115 1 291 1 High 1 16:00 1 16:30 1 16:30 1 16:00 1 Vol. 1 15 161 13 01 63 13 46 01 48 231 26 01 47 7 34 01 Total 1 189 1 122 1 305 1 88 1 PHF 1 0.935 1 0.873 1 0.914 1 0.827 1 "AUTO "HEAVY VEHICLES r— NW 12TH AVENUE 60 579 59 205 0 "`' 8 '` 1 871 ---- ----- ----= 113 60 587 60 1189 Inbound 07 Outbound 1189 Total 1896 60 190 42 a8 113 113 '` 0 Inbound 291 ^utboL:nd 190 20 Total 481 20 0 158 158 0 Inbound 1115 Outbound 924 Total 2039 158 88 855 587 0 179 —___— ____= 88 871—I 924 NW 12TH AV INUE I Inbound Outbound Total '' 0 205 ti 4` - — ' 0 42 426- 236 662 . 179 0 179 156 20 236 60 NW 16TH STREET 156 0 156 0 I North I 09_ 612r' CROSSROADS ENGINEERING DATA, INC IENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Name: 142D1 8 NO. ; 99-L?3 MIAMI, FLORIDA 33186 Site Code : W00002 PROJECT : JANSON MEMORIAL HOSPITAL DATA TEL: 385--233-3997 FAX: 305-233-7720 Start Date: 63/02/99 COLKtY : DADE Page : 1 AUTO,HEAVY VEHICLES INW 12TH AVENUE INW 20TH STREET INW 12TH AVENUE INW 20TH STREET IFroi North IFros East IFroe South IFros West Start I I I I IIntvl. Tise I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 63/02/99 1 1 1 1 15:381 31 195 20 11 27 175 38 31 27 149 51 31 32 148 57 01 957 15:451 29 164 27 11 49 152 39 11 24 173 36 01 28 125 48 21 898 Hourl 60 359 47 21 76 327 77 41 51 322 87 31 60 273 105 21 1 1855 1 16:081 26 105 24 1 11 33 131 42 1 11 39 189 30 1 11 21 134 55 41 836 16:151 12 95 28 21 29 194 27 11 19 184 60 11 20 106 72 11 851 16:301 31 100 15 11 33 157 46 21 25 276 63 31 21 126 60 21 961 16:451 22 111 31 21 47 181 31 11 43 K6 45 81 32 124 57 11 954 Hourl 91 411 98 61 142 663 146 51 126 875 198 51 94 490 244 81 1 3602 1 17:001 24 82 25 1 51 42 105 30 1 11 32 231 48 1 11 36 124 55 11 842 17:151 23 72 28 01 52 134 39 21 33 239 57 21 28 98 48 21 857 Totals 198 924 198 131 312 1229 292 121 242 1667 390 111 218 985 452 131 7156 % Apr. 1 14.8 69.3 14.8 0.91 16.9 66.6 15.8 0.61 10.4 72.1 16.8 0.41 13.0 59.0 27.0 0.71 - % Int. 1 2.7 12.9 2.7 0.11 4.3 17.1 4.0 0.11 3.3 23.2 5.4 0.11 3.0 13.7 6.3 0.11 - 11 009 82' 'i of 1, CROSSROADS ENGINEERING DATA, INC TENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 287 Study Nape: M8D2 RNO. 99-823 MIAMI, FLORIDA 33186 Site Code : 0000303E WECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/03/99 COUNTY' DAM Page : 1 A901HEAVY VEHICLES INN 14TH AVENUE IN. RIVER DRIVE INW 14TH AVENUE IN. RIVER DRIVE (From North IFros East (From South IFrot West Start I I I I llntvl. _ Tiae I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/83/99 1 1 1 15201 25 34 4 11 13 67 6 31 3 10 45 21 46 17 0 1 01 276 15:451 20 34 6 11 13 73 5 01 2 15 35 71 64 24 8 21 301 Hourl I 45 68 10 21 I 26 140 11 31 5 25 80 91 110 41 0 21 577 16:001 15 37 2 81 19 105 2 I 11 6 15 58 1 201 31 19 0 1 01 330 16:151 7 35 4 81 5 96 4 11 1 5 40 51 35 17 8 01 255 16:301 32 37 3 41 6 83 5 01 4 18 66 101 37 24 0 01 329 16:451 25 41 6 21 8 85 2 31 9 26 48 121 50 26 0 11 344 Hourl I 79 150 15 61 I 38 369 13 51 28 64 212 471 153 86 9 11 In 17:001 16 38 5 11 9 89 1 I 21 3 21 54 1 91 51 82 8 1 01 381 17:151 10 27 2 81 8 Be 0 11 6 15 40 61 49 74 0 11 319 Totall 150 283 32 91 81 678 25 111 34 125 386 711 363 283 0 41 2535 % Apr. 1 31.6 59.7 6.7 1.81 10.1 85.2 3.1 1.31 5.5 20.2 62.6 11.51 55.8 43.5 - 0.61 - % Int. 1 5.9 11.1 1,2 0.31 3.1 26.7 0.9 0.41 1.3 4.9 15.2 2.81 14.3 11.1 - 8.11 - LJ a a CROSSROADS ENGINEERING DATA, INC IENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE,UITE S207 Study Nase: 1402 N0. : 99-023 MIAMI, FLORIDA 33186 Site Code : OOM38 on : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 36-233-7720 Start Date: 03/03/99 COUNTY ; DADE Page : 2 AUTO,HEAVY VEHICLES INW 14TH AVENUE IN. RIVER DRIVE INW 14TH AVENUE IN. RIVER DRIVE IFrog North IFroe East IFros South IFrom West Start I 1 I I IIntvl. Tive I Right Thru Left PEDSI Right Thru Left PEDS1 Right Thru left PEDSI Right Thru Left PEDSI Total_ Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/03/99 to 17:15 on 03/03/99 1 Tire 1 1600 1 16:30 1 16:38 1 16:30 1 Vol. 1 83 143 16 71 31 337 8 61 22 80 208 371 187 206 0 21 Pct. 1 33.3 57.4 6.4 2.81 8.1 88.2 2.0 1.51 6.3 23.0 59.9 10.61 47.3 52.1 0.0 0.51 Total 1 249 1 382 1 347 1 395 1 High 1 16:38 1 17:00 1 16:30 1 170 1 Vol. 1 32 37 3 41 9 89 1 21 4 18 66 101 51 82 0 01 Total 1 76 1 101 1 98 1 133 1 PHF 1 0.819 1 0.946 1 0.885 1 0.742 1 "'AUTO NW 14TH AVENUE: `'•HEAVY VEHICLES 7 83 143 16 31 so 7 83 143 16 Inbound e49 Outbound 111 Total 360 83 628 337 208 N 0 0 0 Inbound 395 Outbound 628 205 Total 1023 206 1 183 187 '` 4 J Inbound 347 Outbound 338 Total 685 187 208 80 143 0 '' 01 208 80 338 NW 14TH AVENUE .11 0 31 a 33 0 337 Inbound 382 Outbound 244 8 Total 626 0 8 22 206 `44 16 N. RIVER DRIVE 22 37 0 0 /I\ 22 37 1 North I SJ- 827 CROSSROADS ENGINEERING DATA, INC OCLIENT CARR SMITH CORRADINO 132M SW 137TH AVENUE, SUITE 207 Study Nate: M21D2 JOB NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : 00W21 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/03/99 COUNTY ° DADE Page : 1 AUTO,HEAVY VEHICLES INW 13TH TERRACE IN. RIVER DRIVE INN 13TH TERRACE IN. RIVER DRIVE IFror North IFroi East IFrom South IFroi West Start I I I I IIntvl. Time I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/03/99 1 1 1 15:301 215 8 2 01 5 120 2 61 8 2 1 01 6 76 60 1 01 489 15.451 261 0 6 _ 81 2 128 0 11 0 0 0 01 1 69 73 01 541 Hourl I 476 0 8 01 I 7 248 2 11 0 2 1 81 7 145 133 01 1038 16:001 281 6 2 21 6 139 4 I 21 0 8 0 1 11 0 56 71 1 01 564 16:151 286 8 5 01 2 146 0 31 0 0 1 01 8 52 76 21 573 16:381 338 0 3 81 1 200 1 21 3 0 0 41 2 78 60 31 687 16:451 308 0 3 31 1 172 0 11 1 1 5 81 8 75 65 31 638 Hourl 1 1213 0 13 51 1 10 657 5 81 4 1 6 51 2 253 272 81 2462 17:001 341 0 6 81 3 170 3 1 01 3 1 0 1 11 0 84 76 1 01 688 17:151 296 0 6 61 2 135 0 11 2 0 0 01 1 66 61 11 571 Totall 2&% 0 33 51 22 1210 10 10I 9 4 7 61 10 548 542 91 4751 % Apr. 1 98.3 - 1.3 0.21 1.7 96.6 8.7 0.71 34.6 15.3 26.9 23.01 0.9 49.4 48.8 8.81 - % Int. 1 48.9 - 0.6 0.11 0.4 25.4 0.2 0.21 6.1 - 0.1 0.11 0.2 11.5 11.4 0.11 - r LJ 09- 827 CROSSROADS ENSINEERIN6 DATA, INC CLIENT : CARR SMITH CORRADINO 13M SW 137TH AVENUE, SUITE 287 Study Nate: M2iD2 OOB NO.: 99-023 MIAMI, FLORIDA 33186 Site Code : 00030321 ROJECT : JAMSON MEMORIAL HOSPITAL DATA TEL: 30"i-233-3997 FAX: 305-233-7720 Start Date: 03/03/99 CUM DADS AUTO, HEAVY VEHICLES Page : 2 INW 13TH TERRACE IN. RIVER DRIVE INN 13TH TERRACE IN. RIVER DRIVE (From North IFroe East IFroe South IFrom West Start I I I I IIntvl. Time I Right Thru Left PEDSI Right Thru left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/03/99 to 17:15 on 03/03/99 1 Time 1 16:15 1 16:15 1 16:15 1 16:15 1 Vol. 1 1273 0 17 31 7 668 4 61 7 2 6 51 2 281 277 81 Pct. 1 98.4 0.8 1.3 0.21 0.9 97.5 0.5 0.81 35.8 10.0 38.0 25.01 0.3 49.4 48.7 1.41 Total 1 1293 1 785 1 20 1 568 1 High 1 17:86 1 16:30 1 16:45 1 17:00 1 Vol. 1 341 0 6 81 1 M 1 21 1 1 5 01 0 84 76 01 Total 1 347 1 204 1 7 I 168 1 PHF 1 0.932 1 0.864 1 0.714 1 0.887 1 `AUTO ^HEAVY VEHICLrES IN. [\LvCR ul�tvc 1273 1967 688 6 N 277 277 0 Inbound Out bo and `81 Total `81 '' 0 ti 0 NW 13TH TERRACE 1271 0 ` 17 7 0 0 __ _-- ----_ 277 1273 0 17 ==== 286 Inbound 1`93 Outbound 286 Total 1579 568 1967 2535 '` 0 7 ^' 686 L 688 Inbound 705 Outbound 305 4 Total 1010 '` 0 4 Inbound 20 Outbound 6 Total 26 6 ^' ti 7 G 4 6 2 ---7— NW 13TH TERRACE 7 281 305 17 N. RIVER DRIVE 5 0 /I\ 5 I North I �9- 8)0 ON') (UE 4:4) CROSSROADS ENGINEERING DATA, INC CLIENT t CARR SMITH CORRADINO 132M SW 137TH AVENUE, SUITE 207 Study Nate: M27D2 300 NO. : 99-023 MIAMI, FLORIDA 33186 Site Code : 00030327 PROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: VS-233-3997 FAX: 305-233-7720 Start Date: 03/03/99 COUNTY' DADE page : 1 A11T0, HEAVY VEHICLES INW 17TH AVENUE IN. RIVER DRIVE INW 17TH AVENUE IN. RIVER DRIVE lFrot North IFrot East IFrot South IFrot West Start I I I I IIntvl. Tite I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/83/99 1 1 1 1 15:381 4 111 6 31 5 27 0 31 36 122 16 01 44 27 6 11 411 15:451 1 152 8 21 8 34 0 61 63 166 34 31 38 24 9 11 543 Hourl 1 5 263 14 51 1 13 61 0 31 99 288 50 31 82 51 15 21 954 16:061 7 130 8 41 8 36 0 1 01 62 143 32 1 31 44 23 6 1 21 508 16:151 2 109 8 81 7 49 1 01 63 140 46 01 63 29 5 21 524 16:301 2 136 8 41 7 57 6 01 58 134 34 01 62 23 2 01 527 16:451 2 141 8 11 15 55 0 01 59 151 48 11 38 32 8 21 561 Hourl 1 13 516 32 91 1 37 197 1 01 242 568 160 41 207 107 21 61 2120 17:001 2 140 14 11 9 43 0 1 01 62 129 50 1 31 41 34 10 1 01 538 17:151 0 118 12 11 7 60 0 01 49 140 42 11 52 27 6 01 507 Totall 20 1029 72 161 66 361 1 31 452 1125 382 111 382 219 52 81 4119 % Apr. 1 1.7 90.5 6.3 1.41 15.3 83.7 0.2 0.61 23.9 59.5 15.9 0.51 57.7 33.1 7.8 1.21 - % Int. 1 0.4 24.9 1.7 0.31 1.6 8.7 - -1 10.9 27.3 7.3 0.21 9.2 5.3 1.2 0.11 - 99^ 827 NS @4. CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13255 SW 137TH AVENI.F1 SUITE 207 Study Nate: M27D2 08 NO. : 95-023 MIAMI, FLORIDA 33186 Site Code : 00030327 ROJECT : JPOSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/03/99 COUNTY : DADE Page : 2 AMO,HEAVY VEHICLES INW 17TH AVENUE IN. RIVER DRIVE INW 17TH AVENUE IN. RIVER DRIVE IFrom North (From East IFrot South IFrom West Start I I I I IIntvl. Time, I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/03/99 to 17:15 on 03/03/99 1 Time 1 16:15 1 16:15 1 16:15 1 16:15 1 Vol. 1 8 526 38 61 38 204 1 01 242 554 178 41 284 118 25 41 Pct. 1 1.3 91.0 6.5 1.01 15.6 83.9 0.4 0.81 24.7 56.6 18.2 0.41 58.1 33.6 7.1 1.11 Total 1 578 1 243 1 978 1 351 1 High 1 17:00 1 16:45 1 16:45 1 16:15 1 Vol. 1 2 140 14 11 15 55 0 81 59 151 48 11 63 29 5 21 Total 1 157 1 78 1 259 1 99 1 PHF 1 0.920 1 0.868 1 6.944 1 0.886 1 "'AUTO `-HEAVY VEHICLES 8 390 204 178 ~ 25 25 0 NW 17TH AVENUE 6 8 521 38 38 0 5 ' 0 554 :5 6 8 526 38 617 Inbound *78 Outbound 617 Total 1195 Inbound Outbound 116 Total 118 2 204 204 '` 0 351 390 741 Inbound 978 Outbound 731 Total 1709 204 177 546� 526 1 '' 8 1=====rr=====I 178 1 554 731 NW 17TH AV NUE ` 0 38 ti 1 204 Inbound 243� Outbound 398 1 Total 641 0 1 242 118 398 38 N. RIVER DRIVE 235 4 7 0 /1\ 242 4 1 North I 99 ^ 827 �r ) �' 0 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Nape: M14D2 8 NO. : 95423 MIAMI, FLORIDA 33186 Site Code : 00030314 OJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 385-233-7720 Start Date: 03/03/59 COUNTY ° DADE Rage : 1 AUTO,HEAVY VEHICLES INW 13TH COURT INW 14TH STREET INW 13TH COURT INW 14TH STREET IFrof North IFroa East IFroa South IFroa West Start I I I I Ililt v1. Tise I Right Thru Left FfDSI Right Thru Left PEDS1 Right Thru Left PEDS1 Right Thru Left PEDS1 Total 03/03/99 1 1 1 1 15:301 0 0 0 101 0 243 41 31 19 4 5 141 27 87 0 81 . 461 15:451 1 0 0 71 18 210 15 01 31 1 9 61 11 133 1 21 437 Hourl I 1 0 0 171 I 10 453 56 31 50 5 14 201 38 220 1 101 898 16:001 e 0 0 01 6 224 27 I 01 12 3 7 1 01 23 88 0 I 01 398 16:151 0 0 0 91 4 338 25 121 40 0 13 161 17 119 0 91 602 16:301 0 0 4 91 12 233 19 31 48 3 11 81 9 99 0 01 442 16:451 0 14 0 91 16 233 24 51 24 22 24 91 14 78 1 121 485 Hourl I 0 14 4 271 i 38 1028 95 28l 116 28 55 251 63 384 1 211 1919 17:001 5 12 0 51 1 251 18 I 51 30 6 5 31 I 4 63 0 61 1 414 17:151 0 0 0 51 0 183 26 81 11 1 5 71 7 103 2 81 366 Totals 6 26 4 541 49 1915 195 361 207 40 79 551 112 770 4 451 3597 % Apr. 1 6.6 28.8 4.4 60.81 2.2 87.2 8.8 1.61 54.3 10.4 20.7 14.41 12.0 82.7 0.4 4.81 - % Int. 1 0.1 0.7 0.1 1.51 1.3 53.2 5.4 1.01 5.7 1.1 2.1 1.51 3.1 21.4 0.1 1.21 - �9- 827 A�"A ; CROSSROADS ENGINEERING DATA, INC 4CN1 : CARR SMITH CORRADINO 13255 SW 137TH AVENUE, SUITE 207 Study Nave: M14D2 : 99-023 MIAMI, FLORIDA 33186 Site Code : 000M14 I DJECT ; JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 83/03/95 COUNTY ° DAM Page : 2 AUTO, HEAVY VEHICLES INW 13TH COURT INW 14TH STREET INW 13TH COURT INW 14TH STREET IFror North IFrot East IFroa South IFros West Start I I I I Ilntvl. Tise I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis 8y Entire Intersection for the Period: 15:38 on 9/03/99 to 17:15 on 03/03/99 1 Tive 1 16:15 1 16:15 1 16:15 1 16:15 _ 1 Vol. 1 5 26 4 321 33 1055 86 251 134 31 53 281 44 359 1 271 Pct. 1 7.4 38.8 5.9 47.71 2.7 87.9 7.1 2.01 54.4 12.6 21.5 11.31 10.2 83.2 8.2 6.21 Total I 67 1 1199 1 246 1 431 1 High 1 16:45 1 16:15 1 16:45 1 16:15 1 Vol. 1 0 14 0 91 4 338 25 121 24 22 24 91 17 119 0 91 Total 1 23 1 379 1 79 1 145 1 PHF 1 0.728 1 0.791 1 0.778 1 0.743 1 ""AUTO NW 13TH COURT `-HEAVY VEHICLES 32 5 26 4 33 32 5 26 4 65 Inbound 67 Outbound 65 Total 132 5 lily 1055 53 ^' 1 0 Inbound 431 Outbound 1113 ^' 351 Total 1544 359 '' 8 ^' 44 44 °' 0 r U Inbound 246 Outbound 156 � Total J�4O2 44 31 26 0 01 86 =___— —___— 53 31 156 NW 13TH COURT .011 0 33 '1053 2 1055 Inbound 1199 Outbound 497 ^' 86 Total 1696 '' 0 86 134 359 497 4 NW 14TH STREET 134 28 134 28 I North I S 9 - 827 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO MOB NO. : 99-023 13255 SW 137TH AVENUE, SUITE 207 MIAMI, FLORIDA 33186 Study Nate: M14D1 Site Code : M9914 ROJECT : JACKSON MEMORIAL HOSPITAL DATA TEL: 305-233-3997 FAX: 305-233-7720 Start Date: 03/02/99 COUNTY DADE Page : 1 AUTO,HEAVY VEHICLES INW 14TH AVENUE INN 14TH STREET INW 14TH AVENUE INW 14TH STREET IFrot North (From East IFroe South (From West Start I I I I IIntvl. Tire I Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total 03/02/99 1 1 1 1 15:301 61 68 51 21 53 188 18 101 6 23 8 41 17 49 22 91 581 15:451 46 48 46 01 59 195 14 71 12 13 10 161 4 49 28 181 565 Hourl 1 107 116 97 21 1 112 375 32 171 18 36 18 201 21 98 50 271 1146 16:061 65 43 22 31 74 156 18 1 71 14 32 5 1 31 2 43 7 1 61 492 16:151 55 44 33 31 45 180 14 01 17 24 1 01 8 44 24 01 492 16:301 88 47 45 71 48 229 8 171 8 7 8 11 0 36 4 31 5% 16:451 73 34 33 01 55 193 4 41 10 49 2 31 5 43 17 21 527 Hourl 1 281 168 133 131 1 222 758 36 281 49 112 16 71 15 166 52 111 2067 17:001 88 43 44 11 62 229 7 1 01 6 29 2 1 41 2 36 14 1 31 562 17:151 71 35 33 21 57 182 7 31 1 9 2 11 1 43 14 21 463 Totail 539 362 307 181 453 1544 82 481 74 186 38 321 39 343 130 431 4238 % Apr. 1 43.9 29.5 25.0 1.41 21.2 72.5 3.8 2.21 22.4 56.3 11.5 9.61 7.0 61.8 23.4 7.71 - % Int. 1 12.7 8.5 7.2 0.41 10.6 36.4 1.9 1.11 1.7 4.3 0.8 0.71 0.9 8.0 3.0 1.01 - a E[��.'�$ ] +Y;, 1 0 CROSSROADS ENGINEERING DATA, INC CLIENT : CARR SMITH CORRADINO OB NO. : 99=023 ROJECT ; JACKSON MEMORIAL HOSPITAL DATA 13255 SW 137TH AVENUE, SUITE 207 MIAMI, FLORIDA 33186 TEL: 305--233-3997 FAX: 305-233-7720 Study Nare: Site Code : Start Date: M14D1 03029914 83/02/99 COUNTY : DADE Page : 2 AUTO, HEAVY VEHICLES INW 14TH AVENUE INW 14TH STREET INW 14TH AVENUE INW 14TH STREET IFroe North IFroa East IFroi South IFrov West Start I I I I IIntvl. Time I Right Thru left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Right Thru Left PEDSI Total Peak Hour Analysis By Entire Intersection for the Period: 15:30 on 03/02/99 to 17:15 on 03/82/99 1 Tive 1 16:15 1 16:15 1 16:15 1 16:15 1 Vol. 1 296 168 155 111 210 831 33 211 41 109 13 81 15 159 59 81 Pct. 1 46.9 26.6 24.6 1.71 19.1 75.8 3.0 1.91 23.9 63.7 7.6 4.61 6.2 65.9 24.4 3.31 Total 1 630 1 1095 1 171 1 241 1 High 1 16:38 1 16:30 1 16:45 1 16:15 1 Vol. 1 88 47 45 71 48 n 8 171 10 49 2 31 8 44 24 81 Total 1 187 1 362 1 64 1 76 1 PHF 1 0.842 1 0.906 1 0.668 1 0.793 1 "'AUTO NW 14TH AVENUE "HEAVY VEHICLES 11 295 168¢ 152 210 3 109 59 1196 168 155 378 Inbound 30 0utbound 378 Total 1008 �96 1140 831 13 58 59 1 Inbound 241 ^utbound 1140 157 Total 1381 159 15 15 0 Inbound 171 Outbound 216 Total 387 15 13 109 168 0 0 33 =___= —_--- 13 109 216 NW 14TH AV NUE Inbound Outbound Total .11 2 210 1095- 355 1450 826 5 831 33 0 33 41 159 355 155 NW 14TH STREET 41 8 ` 0 41 8 I North I 29- 827 2 APPENDIX B • Existing (1999) Level of Service Calculations 1.1 29- 827 H Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 14:17:51 Existing Cycle Length and Phasing (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOPSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 188 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 508 271 15 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.96 0.96 0.96 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 96 15.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 96 21.00 5.00 0 RT TH LT 181 232 37 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.98 0.98 0.98 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3159 1770 YES YES NO NO 30 7.00 20.00 3.00 5.00 0 0 RT TH LT 10 71 37 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.81 0.81 0.81 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1808 1770 12 6 0 0 0 0 4 5 -6 10 -12 11 3 9 0 0 0 0 1 2 -3 7 8 -9 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 117 163 205 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.83 0.83 0.83 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3176 1770 NONE NONE 0.00 1 17.0 3 IS9- 82 t �2�'� gl. t4 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 14:17:16 Existing Cycle Length and Phasing (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 14th St. Degree of Saturation (v/c) 0.65 Vehicle Delay 51.8 Level of Service D ------------------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 */** ------------------------------------------------- I I I + I + + + I I ++++1 + <++++I +> I<+ + +> I 1 ++++1A ++++1 I v I I I++++ v 1++++ v I I I North 1 i++++> 1 <+ [ <+ + +>1 + 1 +++[ I I v I + I +++[ ------------------------------------------------- I G/C=0.156 I G/C=0.219 I G/C=0.073 I G/C=0.208 I G= 15.011 1 G= 21.0" I G= 7.0" I G= 20.0" 1 I Y+R= 3.0" I Y+R= 5.0" I Y+R= 3.0" I Y+R= 5.0" 1 I OFF= 0.0% 1 OFF=18.8% I OFF=45.8% 1 OFF=74.0* I ------------------------------------------------- C= 96 sec G= 63.0 sec = 65.6% Y=16.0 sec = 16.7% Ped=17.0 sec = 17.7% ----------------------------------- I Lane------IWidth/1---g/C I Service-Ratel--Adj-I------I--HCM -I-L 190% Maxl I Group I Lanes[ Reqd Used I @C (vph) @E 1Volumel We I Delay I S I Queue I ------------------------------------------------------------- SB Approach _ 89.4 F I RT 1 12/1 10.323 10.208 1 148 1 283 I 333 11.137 1132.6 1 F 1 356 ftl I TH 112/1 10.243 10.208 1 202 1 383 I 282*10.727 1 42.2 1 D+1 301 ftl I LT 112/1 10.000 10.073 1 299 1 405 I 16 10.040 1 •21.7 1 C+1 25 ftj ---------------------------------------------------------- NB Approach 29.4 C I TH+RTI 12/1 10.177 10.208 1 196 1 372 1 100 10.265 1 32.2 1 C 1 107 ftl I LT 1 12/1 10.009 10.073 1 182 1 247 [ 46 10.182 1 23.3 1 C+j 41 ftl ------------------------------------------------------------ WB Approach 36.0 D+ I TH+RTI 24/2 10.240 10.219 1 328 1 691 1 422 10.611 I 37.8 1 D+1 222 ftl I LT 1 12/1 10.000 10.156 I 401 I 472 1 38 10.081 I 16.5 1 B 1 29 ftl ------------------------------------------------------------ EB Approach 29.1 C I TH+RTI 24/2 10.220 10.219 1 330 I 695 1 337 10.485 1 35.2 1 D+1 178 ftl I LT 1 12/1 10.093 10.156 1 367 1 434 1 247 10.569 1 20.8 1 C+I 191 ftl ------------------------------------------------------ 09- 827 Cackson Memorial Hospital North Parking Garage 03/30/99 Existing PM Peak Hour Traffic Conditions 16:05:49 Existing Cycle Length and Phasing (w/ Exclusive Pad Phase) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 15th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARENOLUMES 20 20 20 20 BUSVOLUMES 0 0 RIGHTTURNONREDS 0 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 30 652 10 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3501 867 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS IsPHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 100 44.00 5.00 0 0 1 2 3 4 5 6 0 YES NO 100 24.00 5.00 0 RT TH LT 49 7 121 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1143 0 YES YES NO NO 30 RT TH LT 41 371 15 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3453 570 1 2 3 7 8 9 4 5 6 10 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 43 3 87 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1176 0 NONE NONE 0.00 1 22.0 1 09- 82 I Jackson Memorial Hospital North Parking Garage 03/30/99 Existing PM Peak Hour Traffic Conditions 16:05:36 Existing Cycle Length and Phasing (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 15th St. Degree of Saturation (v/c) 0.44 Vehicle Delay 22.1 Level of Service C+ ------------------------- Sq 0 1 Phase 1 I Phase 2 1 f+/** ------------------------- I + + + I I /1\ 1<+ + +> I <++++I i I v I ++++I I I I++++ v I North I <+ + +>I++++> I I I + + + I++++ 1 1 + + + I v ------------------------- I G/C=0.440 I G/C=0.240 1 I G= 44.0" I G= 24.0" 1 Y+R= 5.0" I Y+R= 5.0" I OFF= 0.0% 1 OFF=71.0% ------------------------- C=100 sec G= 68.0 sec = 68.0% Y=10.0 sec = 10.0% Ped=22.0 sec = 22.0% ------------------------------- - �} I-Lane--------iW-idth/I---------g%C-------Service-Rate --Add- ------ I I--HCM--I-L-190$-Maxl I Group I Lanes Reqd Used I @C (vph) @E 1Volumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- SB Approach 17.9 B I TH+RTI 24/2 10.298 10.440 1 1446 1 1540 1 742 10.482 1 18.0 1 B 1 292 ft1 I LT 1 12/1 10.179 10.440 1 281 1 382 1 11 10.029 1 16.0 1 B 1 25 ft1 ------------------------------------------------------------------------------- NB Approach 15.9 B I TH+RTI 24/2 10.249 10.440 1 1425 1 1519 1 463 10.305511�15.9 1 B 1 182 ftl I LT 1 12/1 10.206 10.440 1 166 1 247 1 17 10.068 1 16.7 1 B 1 25 ft1 ------------------------------------------------------------------------------- WB Approach 45.4 D ILT+TH+RTI 12/1 10.284 10.240 1 145 1 263 1 203 10.7741Y11 45.4 1 D 1 217 fti ----------------------•--------------------------------------------------------- EB Approach 31.6 C I RT 1 12/1 10.182 10.240 1_-183 1 329 1 48 10.142 1 30.1 1 C 1 51 ft1 ILT+TH 1 12/1 10.212 10.240 1 150 1 271 1 100 10.355 1 32.3 1 C 1 107 ftl (W:)— sc) C� 11 tY j 'u,U�+ir Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:22:54 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - Bob Hope Rd. O NW 17th St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 101 345 52 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3343 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVE4ENTS PHASEMOVEMENTS RT TH LT 72 88 119 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1657 1770 RT TH LT 62 328 129 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3401 1770 0 0 YES YES YES YES NO NO NO NO 100 100 30 8.00 35.00 11.00 30.00 3.00 5.00 3.00 5.00 0 0 0 0 0 1 3 9 0 0 0 0 2 1 2 -3 7 8 -9 3 12 6 0 0 0 0 4 4 5 -6 10 11 -12 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 256 95 171 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1530 1770 NONE NONE 0.00 1 0.0 2 00J-- 827 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:22:19 Existing Cycle Length and Phasing SIGNAL97/TRAPACLVer 1.001 - Capacity Analysis Summary Intersection Averages for int # 1 - Bob Hope Rd. @ NW 17th St. Degree of Saturation (v/c) 0.48 Vehicle Delay 28.6 Level of Service C ------------------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 ---------------------------- --------------------- + + + + A + + + + ++++ /•\ +> <+ + +> <++++ v A ++++ A ++++ A ++++ v ++++ v North <+ <+ + +> ++++> + + + + ++++ + + + + v ------------------------------------------------- G/C=0.080 G/C=0.350 G/C=0.110 G/C=0.300 G= 8.0" G= 35.0" G= 11.0" G= 30.0" Y+R= 3.0" Y+R= 5.0" Y+R= 3.0" Y+R= 5.0" OFF= 0.0% OFF=11.0% OFF=51.0% OFF=65.0% ----------------------------------------------- -- C=100 sec G= 84.0 sec = 84.0% Y=16.0 sec = 16.0% Ped= 0.0 sec = 0.0% Lane -(Width/I-----g/C-------Service Rate---Adj --xcM I L I90%Maxl Group Lanes Reqd Used I @C (vph) @B IVolumel v/c I Delay S Queue ------------------------------------------------------------------------------- SB Approach 23.5 C+ ------------------------------------------------- 259 972 170 95 26 I LT+RTI 12/1 IO.000 I0.080 I 369 11439 I 458 100.423132 I 14.5 I B+I 242 fti ------------------------------------------------------------------------------- NB Approach 21.7 C+ LT+RTI 12/1 10.000 10.350 0.080 I 342 991 11190 433 10.364 409 I 143-0.350 15.8 B+ 105 ft I!I ------------------------------------------------------------------------------- WB Approach 24.2 C+ ---TH+RTI 12/1 10.036 0.222I 344 497180 27.9=C177 ftLT 12/1 0.110 272 332 I 134 10.362 0.404I 19.1 I B 1102 ftI ------------------------------------------------------------------------------- SB Approach 42.0 D+ ----------------------- ------------------------------------------------------ -------------------------------------------------------- 459 413 54.0 406 TLT H+RTI 12/1 10.001 I0.110 I 440 I 521 I 201 10.900 0.386 I 17.3 ( B 1153 ftI ®------------------------------------------------------------------------------- 009 - 827 H r r' Wit' Jackson Memorial Hospital North Parking Garage 03/30/99 Existing PM Peak Hour Traffic Conditions 16:40:25 Existing Cycle Length and Phasing (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 18th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 RIGHTTURNONREDS 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 22 353 43 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.86 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3487 689 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PRASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 100 31.00 5.00 0 0 1 2 3 4 5 6 0 YES NO 100 37.00 5.00 0 RT TH LT 126 4 31 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.72 0.72 0.72 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1421 1035 YES YES NO NO 30 RT TH LT 40 456 29 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.96 0.96 0.96 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3469 809 1 2 3 7 8 9 4 5 6 10 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 86 25 116 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.72 0.72 0.72 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1068 0 NONE NONE 0.00 1 22.0 1 � - 827 Jackson Memorial Hospital North Parking Garage 03/30/99 Existing PM Peak Hour Traffic Conditions 16:40:06 Existing Cycle Length and Phasing (w/ Exclusive Ped Phase) SIGNAL97/TEAPACtVer 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 18th St. Degree of Saturation (v/c) 0.48 Vehicle Delay 29.7 Level of Service C - Sq 0 1 Phase 1 I Phase 21 ------------------------- I + + + I AI I + + + I ++++I /I\ 1<+ + +> I <++++I I i v 1 ++++1 I IA i++++ v I North I <+ + +>1++++> I I i + + + I++++ I 1 + + + I v I ------------------------- I G/C=0.310 I G/C=0.370 I I G= 31.0" I G= 37.0" I 1 Y+R= 5.011 ( Y+R= 5.0" I OFF= 0.0% 1 OFF=58.0% I ------------------------- C=100 sec G= 68.0 sec = 68.0% Y=10.0 sec = 10.0% Ped=22.0 sec = 22.0% ----------------------I90%----- I Lane IWidth/ 1 g/C Service Rate1 Adj I I HCM I Group I L 190$ Max1 I Gro p I Lanesl Reqd Used I @C (vph) @E 1Volumel V/c I Delay I S I Queue I --------------------------------------------------------------- SB Approach 27.8 C I TH+RTI 24/2 10.243 10.310 1 808 1 1081 I 436 10.403 1 27.7 I C 1 211 ftl I LT 1 12/1 10.246 10.310 1 100 1 200 I 50 10.234 1 28.2 1 C 1 48 ft1 ------------------------------------------------------------ NB Approach _--_»— - - 28.7 C I TH+RTI 24/2 10.258 10.310 1 802 1 1075 1 517 10.481 1 28.9 1 C 1 251 ftl I LT 1 12/1 10.207 10.310 1 125 1 240 1 30 10.120 1 25.7 1 C+1 29 ft1 ---------------------------------------------------------- WB Approach 22.7 C+ I TH+RTI 12/1 10.238 10.370 1 408 1 526 1 181 10.344 1 23.1 1 C+1 160 ftl I LT 1 12/1 10.188 10.370 1 285 1 383 1 43 10.112 1 20.8 1 C+1 38 ft1 ------------------------------------------------------------ EB Approach 39.1 D+ ILT+TH+RTI 12/1 10.386 10.370 1 295 1 395 315 10.797 1 39.1 1 D+1 279 ftl ---------------------------------------------I---------------------------------- 09- 827 ti.; N -' a` aackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions 04/05/99 Existing Cycle Length and Phasing 11:26:09 SIGNAL97/TEAPACtVer 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 20th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 RIGHTTURNONREDS 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES RT TH LT RT TH LT RT TH LT RT TH LT WIDTHS 108 192 0.0 12.0 40 12.0 50 0.0 565 36 24.0 12.0 108 0.0 308 12.0 320 12.0 142 0.0 567 83 LANES 0 1 1 0 2 1 0 1 1 24.0 12.0 UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 0.00 1 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.91 0.91 0.91 0.89 0.89 0.89 0.92 0.92 0.92 0.92 0.92 0.92 ARRIVALTYPES 3 3 3 4 4 3 3 3 3 4 4 ACTUATIONS REQCLEARANCES YES YES 4.0 4.0 YES 4.0 NO NO YES YES YES YES NO NO 3 YES MINIMUMS 5.0 5.0 5.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 4.0 IDEALSATFLOWS 1900 1900 1900 1900 5.0 1900 1900 5.0 1900 5.0 1900 5.0 1900 5.0 1900 5.0 1900 5.0 1900 FACTORS DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES SATURATIONFLOWS NORM NORM NORM NORM NORM NORM NORM NORM NORM 1.00 NORM 1.00 NORM 1.00 NORM 0 1746 1770 0 3489 1770 0 1779 1770 0 3416 1770 Phasing Parameters SEQUENCES 0 0 PERMISSIVES OVERLAPS YES YES YES YES LEADLAGS NONE NONE CYCLES NO 90 NO 90 NO NO OFFSET 0.00 1 GREENTIMES 10.00 34.00 30 5.00 1.00 21.00 PEDTIMB 0.0 2 YELLOWTIMES 3.00 5.00 3.00 3.00 5.00 CRITICALS 0 0 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 6 12 0 0 0 0 PHASEMOVEMENTS 2 4 5 -6 10 11 -12 PHASEMOVEMENTS 3 3 9 0 0 PHASEMOVEMENTS 4 7 8 9 0 0 0 0 PHASEMOVEMENTS 5 1 2 -3 7 8 0 PHASEMOVEMENTS 6 0 0 0 0 0 -9 0 00J-2w1 I,. Jackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing 04/05/99 11:25:53 SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 20th St. Degree of Saturation (v/c) 0.70 Vehicle Delay 42.8 Level of Service D+ sq/*0 / I \ North --Phase-l--1--Phase-2--1--Phase-3--'--Phase-4 -1- Phase 5 1 A I - - - - - - - - - - - - - - - C++++ ++++ v ++++ v A +++++ > < <+ + +> <+ + +> I ++++ I + +++ +++ ___ v + + + + + + + G/C=0.111 G/C=0.378 G/C=0.056 G/C=0.011 G/C=0.233 G= 10.0" G= 34.0" G= 5.0" G= 1.0" G= 210" Y+R= 3.0" Y+R= 5.0" Y+R= 3.0" Y+R= 3.0" Y+R= 5..0" OFF=-0.0% OFF=14.4% ------------- OFF=57.8$ OFF=66.7% OFF=71.1% C= 90 sec G= 71.0 sec -------------- = 78.9% Y=19.0 sec = 21.1% -Ped= 0.0 sec = 0.0% ---- Width/ 1 -Lane Lanesl-Reqd---Used ------ -iC-------5----------- g ervice Ratel I --- ------------------- Adj 1 HCM i ------------- L Max --Group-I @C (vph) @E Volume v/c Dela S______________________________________Y_-___190% I SB Approach _Queue- 41.9 D+ I TH+RTI-12/1 12/1 10:265 0006 10.233 0.056 267 l 407 1 i 330 10.811 44.4 I D+ 320 ftiLT ------------------------------------------------------------------- 143 196 44 0.216 23.4 I C+ 38 ft NB Approach --------- ----------------- 6.1 F 1---LT+RTI-12/1 12/ 10.161 0.278 I0.100 1 362 494 i I 413 ftI -------------------------------------------------231 238 299 348 1.164 128.9 1 F 1 ft WB Approach 20.8 C+ 1 TH+RTI 24/2 10.000 12/1 0.270 0.378 1 10.111 11971 1318 I 1 691 0.5241 21.4=LT 272 ------------------------------------------- 337 380 40 10.105 ------------------------------ I 10.9 i B+I 25 ft I EB Approach --------------- 21.5 C+ TH+RTI-24/2 12/1 10.000 0.290 10.378 1 0.111 1170 1 1291 770 10-596 1 22.7LT 352 --- 366 411 90 0.219 11.1 ( B+1 ftl S9- 827 2]. 11 Jackson Memorial Hospital North Parking Garage Existing PM Peak hour Traffic Conditions Optimized Phasing SIGNAL97/TEAPAC[Ver 1.00) - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 20th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 04/05/99 11:35:09 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 108 192 40 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1746 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 50 565 36 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3489 1770 RT TH LT 108 308 320 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1779 1770 0 0 YES YES YES YES LEADLAGS NO NO NO NO OFFSET 90 90 30 PEDTIME 5.00 34.00 5.00 6.00 21.00 3.00 5.00 3.00 3.00 5.00 0 0 0 0 0 0 1 6 12 0 0 0 0 2 4 5 -6 10 11 -12 3 3 9 0 0 0 0 4 7 8 9 0 0 0 5 1 2 -3 7 8 -9 6 0 0 0 0 0 0 RT TH LT 142 567 83 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3416 1770 NONE NONE 0.00 1 0.0 2 99- 827 �rsv k� Ysi. Jackson Memorial Hospital North Parking Garage 04/05/99 Hxisting PM Peak Hour Traffic Conditions 11:34:21 Optimized Phasing SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 20th St. Degree of Saturation (v/c) 0.64 Vehicle Delay 28.2 Level of Service C -------------------------------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 Phase 5 1 **/** ------------------------------------------------------------- I I ^ I + I I+++ I + i I + + + { <++++I +> 1 1<+ + +> I I { ++++{ ++++I I I v I {++++ V i++++ v I I I ^ 1 North 1 {++++> { <+ I <+ + +>1 <+ + +>1 I I I ++++ { + { + + + I + 4• + I I I V I + I +++ I +++ I ------------------------------------------------------------- I G/C=0.056 I G/C=0.378 I G/C=0.056 I G/C=0.067 I G/C=0.233 I { G= 5.011 I G= 34.011 i G= 5.011 1 G= 6.0 -- { G= 21.0 -- I 1 Y+R= 3.011 I Y+R= 5.011 I Y+R= 3.011 1 Y+R= 3.011 I Y+R= 5.0" { OFF= 0.0% { OFF= 8.9% 1 OFF=52.2% i OFF=61.1% I OFF=71.1% I ------------------------------------------------------------- C= 90 sec G= 71.0 sec = 78.9% Y=19.0 sec = 21.1% Ped= 0.0 sec = 0.0% 00 ------------------------------------------------------------------------------- Lane IWidth/ I g/C I Service Rate{ Adj I I HCM I L 190% Maxi I Group I Lanesl Reqd Used I @C (vph) @E lVolumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- SB Approach 41.8 D+ I-TH+RT1 12/1 10.265 10 233-1 -267 1 407 1 330 10.811 1 44.4 1 D+1 320 fti I LT 1 12/1 10.000 10.056 1 195 1 269 1 44 10.161 1 22.4 1 C+1 38 ftl ------------------------------------------------------------------------------- NB Approach 35.2 D+ I TH+RT1 12/1 10.322 10.333 1 475 1 593 1 452 10.762 1 32.6 1 C 1 381 ftl I LT 1 12/1 10.161 10.156 1 338 1 397 1 348 10.877 1 38.6 1 D+1 245 ft1 ------------------------------------------------------------------------------- WB Approach 21.0 C+ I TH+RTI 24/2 10.270 10.378 1 1197 1 1318 1 691 10.524 1 -21.4 1 C+{ 272 ftl I LT 1 12%1 10.000 10.056 1 229 1 281 1 40 10.142 1 13.5 1 B+1 26 ftl ------------------------------------------------------------------------------- EB Approach 21.7 C+ -------------------------------------_- -- I TH+RTI 24/2 10.290 10.378 1 1170 1 1291 1 770 10.596 1 22.7 1 C+1 303 ft1 I LT 1 12/1 10.000 10.056 1 257 1 312 1 90 10.288 1 13.9 1 B+1 58 ftl ------------------------------------------------------------------------------- 009- 827 04/05/99 Jackson Memorial Hospital North Parking Garage 11:37:35 Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing SIGNAL97/TEAPACCVe r 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. ® NW llth St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB 0.0.0 NB EB 0.0 GRADES 0.0 LW OW LO LOW LOW LOW NONE PEDLEVELS NONE NONE NONE 20 PARKINGSIDES 20 20 PARKVOLUMES 20 0 0 0 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 16 953 50 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 3539 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PRAS E14OVEMENT S PHASEMOVEMENTS pH.SEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 11.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 120 51.00 4.00 0 RT TH LT 162 136 101 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3205 1770 YES YES NO NO 30 11.00 32.00 3.00 5.00 0 0 RT TH LT 48 910 0 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.80 0.80 0.80 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 5041 0 1 2 3 0 0 0 1 2 -3 7 8 9 12 6 0 0 0 0 4 5 -6 10 11 -12 0 0 0 0 0 0 0 0 0 0 0 0 LF.ADLAGS OFFSET PEDTIMB RT TH LT 101 86 237 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3208 1770 NONE NONE 0.00 1 0.0 2 � -� 27 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM peak Hour Traffic Conditions 11:37:21 Existing Cycle Length and Phasing SIGNAL97/TSAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. ® NW llth St. Degree of Saturation (v/c) 0.55 Vehicle Delay 23.6 Level of Service C+ Sq 0 ------------------------------------------------- 1 Phase 1 1 Phase 2 1 Phase 31 Phase 4 1 */** ------------------------------------------------- + + + + + + " + + + + + + + + + + v v " ++++ " ++++ v ++++ v North <+ + +> ++++> + + + v ------------------------------------------------- G/C=0.092 G/C=0.425 G/C=0.092 G/C=0.267 G= 11.0" G= 51.0" G= 11.0" G= 32.0" Y+R= 3.0" Y+R= 4.0" 1 I Y+R= 3.0" Y+R= 5.0" I OFF= 0.0% OFF=11.7% OFF=57.5% OFF=69.2% ------------------------------------------------- C=120 sec G=105.0 sec = 87.5% Y=15.0 sec = 12.5% Ped= 0.0 sec = 0.0% ----------lWidth/I --------------------------------------------------------------------- Lane up g/C i Service Ratel Adj I I HCM I L 190%M�axli GroLanes Reqd Used ` CSC (vph) CAB Volume! v/c Delay J S Queue ------------------------------------------------------------------------------- SB Approach 15.1 B RT 12/1 0 245 771 834 21 025 9 0 A 25 ftTH 10.542 10: 24/2 0.410 0.542 1879 1917 1238 0646 10.003 15.2 B 479 ft LT 12/1 0.092 238 288 65 0.226 ------------------------------------------------------------------------------- 14.8 B+ 49 ft NB Approach 23.6 C+ I TH+RTj 36/3-10.340 10.425-1 1943 1 2142-1-1197 10.559 1 23.6-1 C+I 387 ftj ------------------------------------------------------------------------------- WB Approach 33.0 C +RT1 324 1 LT 12/1 ------------------------------------------------------------------------------- 10.011 10.092 1 325 444 ` 110 10379 0.248 23.5 C+I 111 ftl $B Approach 36.6 D+ -0.268 -855 - TH+RT 24/2 236 243 35.1 150 ft1 LT 1 12/1 10.099 10.267 1 0.092 294 1 402 1 308 10.284 0.766 1 1 37.8 1D+1 D+ 312 ft ------------------------------------------------------------------------------- C7 Jackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing SIGNAL97/TEAPACCVer 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 12th St. 04/05/99 11:44:38 METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 81 1793 0 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 5047 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 0 144 622 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.73 0.73 0.73 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FFLW NORM DOPT 0 1658 1539 RT TH LT 0 640 59 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3539 1770 0 0 YES YES YES YES NO NO NO NO 120 120 30 12.00 59.00 37.00 3.00 4.00 5.00 0 0 0 0 1 9 8 0 0 0 0 2 1 2 8 -9 0 0 3 5 6 0 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 0 0 0 0.0 0.0 0.0 0 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.50 0.50 0.50 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 0 0 NONE NONE 0.00 1 0.0 2 0 0117 Jackson Memorial Hospital North Parking Garage 04/05/99 Misting PM Peak Hour Traffic Conditions 11:38:05 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 12th St. Degree of Saturation (v/c) 0.77 Vehicle Delay 44.4 Level of Service D+ ------------------------------------- Sq 0 1 Phase 1 1 Phase 21 Phase 3 1 **/**------------------------------------- + v ++++ A A v North <+ + <+ + + + + + + + + + ------------------------------------- G/C=0.100 G/C=0.492 G/C=0.308 G= 12.0" G= 59.0" G= 37.0" Y+R= 3.0" Y+R= 4.0" Y+R= 5.0" OFF= 0.0% OFF=12.5% OFF=65.096 ----------------------------------- -- C=120 sec G=108.0 sec = 90.0% Y=12.0 sec = 10.0% Pod= 0.0 sec = 0.0% - SB Approach 28.2 C -------------------------------------------- TH+RTI 36/3 10.448 10.492 1 2276 1 2482 1 1972 10.795 1 28.2 1 C 1 564 ftj ------------------------------------------------------------------------------- NB Approach 12.4 B+ ------------------------------------------------------------------------ ft 114 183 53 43 I LT 112/1 I0.039 I0.100 ( 2141 12224 I 769 I0.289 I 20.6 ( C+l 244 ftl ------------------------------------------------------------------------------- WB Approach 100.2 F --------------------------------------- LT 112/1+10.445 I0.308 I 185 I 470 I 511 I1.076 1104.7 I F 1596 ft ---j ------------------------------------------------------------------------- ��J-�'�' Jackson Memorial, Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions Optimized Phasing SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 12th St. 04/05/99 11:38:48 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 81 1793 0 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 5047 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 0 144 622 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.73 0.73 0.73 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FFLW NORM DOPT 0 1658 1539 RT TH LT 0 640 59 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3539 1770 0 0 YES YES YES YES NO NO NO NO 120 120 30 5.00 59.00 44.00 3.00 4.00 5.00 0 0 0 0 1 9 8 0 0 0 0 2 1 2 8 -9 0 0 3 5 6 0 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 0 0 0 0.0 0.0 0.0 0 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.50 0.50 0.50 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 0 0 NONE NONE 0.00 1 0.0 2 99- 821* Cos Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:38:40 Optimized Phasing SIGNAL97/TEAPACCVer 1.003 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 12th St. Degree of Saturation (v/c) 0.74 Vehicle Delay 33.0 Level of Service C ------------------------------------- Sq 0 1 Phase 1 1 Phase 2= Phase 3 1 **/**---------------------- --------- / \ <+ + <++++ v ++++ A A v North <+ + <+ + + + + + + + + + ------------------------------------- G/C=0.042 G/C=0.492 G/C=0.367 G= 5.0" G= 59.0" G= 44.0" Y+R= 3.0" Y+R= 4.0" Y+R= 5.0" OFF= 0.0% OFF= 6.7% OFF=59.2% ----------------------------------- -- C=120 sec G=108.0 sec = 90.0% Y=12.0 sec = 10.0% Ped= 0.0 sec = 0.0% -Lane ---- Width/ 1------ g/C----- --Service Rate---Adj-------------- - L -90% Max I Group Lanes Reqd Used I @C (vph) @$ lVolumel v/c I Delay S I Queue I ------------------------------------------------------------------------------- SB Approach 28.2 C ------------------------------------------------------------------------------- TH+RTI 36/3 10.448 10.492 1 2276 1 2482 1 1972 10.795 1 28.2 1 C ( 564 ftj ------------------------------------------------------------------------------- NB Approach 16.9 B -------------------------------------------------------------------- 59 53 80 l LT l 12/1 10:345 0039 10:558 0042 l 1874 l 1124 I 769 10.381 0.507 l 33.4 i C l 250 ftI ------------------------------------------------------------------------------- WB Approach 54.7 D ------------------------------------------------------------------ TH 0.436 0.367 362 608 538 575 l LT l 12/1+10.445 10.367 l 330 l 564 i 511 10.885 0.906 l 56.7 i B+l 546 ftl ------------------------------------------------------------------------------- Jackson Memorial Hospital North Parking Garage 04/05 / 04/0S99 Existing PM Peak Hour Traffic Conditions 99 Existing Cycle Length and Phasing 58 SIGNAL97/TEAPACCVer 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 BUSVOLUMES 0 0 0 20 RIGHTTURNONREDS 0 0 0 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES WIDTHS 145 887 63 212 828 633 148 824 250 248 289 261 LANES 0.0 36.0 12.0 0.0 24.0 12.0 12.0 24.0 12.0 0.0 24.0 12.0 UTILIZATIONS 0 3 0.00 0.00 1 0.00 0 0.00 2 1 0.00 0.00 1 0.00 2 0.00 1 0.00 0 0.00 2 0.00 1 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.91 0.91 0.91 0.89 0.89 0.89 0.87 0.87 0.87 0.85 0.85 0.85 ARRIVALTYPES 4 4 3 3 3 3 4 4 3 3 3 ACTUATIONS REQCLEARANCES NO NO 4.0 4.0 YES 4.0 YES YES YES NO NO YES YES YES 3 YES MINIMUMS 5.0 5.0 5.0 4.0 5.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4..0 4.0 4.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 5.0 1900 5.0 1900 5.0 1900 5.0 1900 5.0 1900 5.0 1900 FACTORS DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM 1.00 1.00 NORM NORM 1.00 NORM 1.00 NORM 1.00 NORM 1.00 NORM 1.00 NORM 1.00 NORM SATURATIONFLOWS 0 4910 1770 0 3362 1770 1406 3539 1770 0 3138 1770 Phasing Parameters SEQUENCES 0 0 PERMISSIVES OVERLAPS YES YES YES YES LEADLAGS NONE NONE CYCLES NO 120 NO 120 NO 30 NO OFFSET 0.00 1 GREENTIMES 10.00 41.00 21.00 30.00 PEDTIME 0.0 2 YELLOWTIMES 4.00 5.00 3.00 6.00 CRITICALS 0 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 9 3 0 0 0 0 PHASEMOVEMENTS 2 1 2 -3 7 8 -9 PHASEMOVEMENTS 3 12 6 0 0 0 0 PHASEMOVEMENTS 4 4 5 -6 10 11 -12 PHASEMOVEMENTS 5 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 0 @ Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:39:49 Existing Cycle Length and Phasing SIGNAL97/TRAPACCVer 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. O NW 14th St. Degree of Saturation (v/c) 1.02 Vehicle Delay 129.0 Level of Service F Sq 0 /k North I ------------------------------------------------- I Phase 1 j Phase 2 I Phase 3 I Phase 4 I ---------- -------------------------------------- + + + + + + + + +> <+ + +> v ++++ ++++ v <+ <+ + +> + + + + + + + + ------------------------------------------------- G/C=0.083 G/C=0.342 G/C=0.175 G/C=0.250 G= 10.0" G= 41.0" G= 21.0" G= 30.0" Y+R= 4.0" Y+R= 5.0" Y+R= 3.0" Y+R= 6.0" OFF= 0.0% OFF=11.7% OFF_50.0% OFF=70.0% ----------------------------------------------- C=120 sec G=102.0 sec -- = 85.0% Y=18.0 sec = 15.0% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- ILane !Width/ I g/C ` Service Rate l Adj ! HCM I L 190% Maxi Group I Lanes Reqd Used I @C (vph) @E `Volume v/c I Delay S ! Queue ------------------------------------------------------------------------------- SB Approach 33.7 C I LT+RTI 12/1 10.022 10.342 0.083 11177 167 , 1678 224 11134 69 10.676 0,303 I 34.4 22.4 + C+I 420 62 ftI ------------------------------------------------------------------------------- NB Approach 60.9 E+ RT 1 12/1 10:306 0 342 265 480 170 0.354 30 2 C 189 ftTH 24/2 0362 0.342 809 1209 947 0.783 38.9 D+ 526 ft LT 12/1 0.157 0.083 179 236 287 1.211 151.7 F 215 ft ------------------------------------------------------------------------------- WB Approach 281.4 F LT+RTI 12/1 10.400 10.250 0.175 I 333 114 I 410 841 11711-168 I1.734 1.389 1370,2-I F 402 ftI ------------------------------------------------------------------------------- BB Approach 47.8 D LT+RTI 12/1 10.209 I0.175 I 263 I 368 ( 632 307 10.805 0.825 I 48.4 46.7-I D 1400 322 ftI 99-� 54 , Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 14:11:00 Existing Cycle Length w/ Optimized Splits SIGNAL97/TEAPAC(Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 145 887 63 0.0 36.0 12.0 0 3 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 4 4 3 NO NO YES 5.0 5.0 4.0 10.0 10.0 9.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4910 444 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 212 828 633 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 6.0 6.0 3.0 11.0 11.0 8.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3362 1770 RT TH LT 148 824 250 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 4 4 3 NO NO YES 5.0 5.0 4.0 10.0 10.0 9.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 3539 1770 0 0 YES YES YES YES NO NO NO NO 120 120 30 12.00 28.00 18.00 20.00 21.00 4.00 5.00 3.00 3.00 6.00 3 9 2 12 6 0 1 7 a 9 0 0 0 2 1 2 3 7 8 -9 3 6 12 0 0 0 0 4 4 5 6 0 0 0 5 4 5 -6 10 11 -12 6 0 0 0, 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 248 289 261 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 YES YES YES 6.0 6.0 3.0 11.0 11.0 8.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3138 1770 NONE NONE 0.00 1 0.0 2 99- 827 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 14:10:48 Existing Cycle Length w/ Optimized Splits SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 14th St. Degree of Saturation (v/c) 0.95 Vehicle Delay 72.5 Level of Service E ---� Sq 0 1 Phase 1 1 Phase 2 ++/++ ------------------------ ---� Phase 3 ---------------- Phase 4 I Phase 5 1 I 1 + + + 1<+ + +> I I I <++++1 <++++1 I I i ^ v I ++++1 ++++i ++++1 I I I++++ v I North I <+ + +>1 <+ + +>I v I++++ v I I i++++> I l I +++ l +++ ------------------------------------ I I v I I G/C=0.100 I G/C=0.233 I G/C=0.150 I G/C=0.167 I G/C=0 175 I I G= 12.0" I G= 28.0" I G= 18.0" ( G= 20.0" I G= 21.0" I Y+R= 4.0" I Y+R= 5.0" I Y+R= 3.01, I Y+R= 3.01° I Y+R= 6.0" 1 i OFF= 0.0% I OFF=13.3% ------------------------- I OFF=40.8% I OFF=58.3% I OFF=77.5% I C=120 sec G= 99.0 sec -- = 82.5% Y=21.0 sec = 17.5%Ped= 0.0 sec = 0.0% I Lane IWidth/1 g/C I Group I Lanesi Reqd Used I Service Rate1 Adj I I HCM- I @C (vph) @E I L 190% Max1 ----------------------------------------------- IVolumel v/c I Delay I S I Queue I SB Approach 69.3 E I TH+RTI 36/3 10.338 10.233-1 I LT 1 12/1 10.324 10.233 1 1 1146 11134 10.990 1 70.0 I*E 1 489 fti 1 1 1 85 ----------------------------------------------- 1 69 10.663 1 56.5 I*E+l 89 ftl NB Approach 58.1 E+ I RT 1 12/1 10.306 10.367 I TH 124/2 10.362 10.367 1 329 1 516 1 170-10.329 1 27.1 1 C+1 182 ftl I LT 112/1 10.191 10.100 1 980 1 1298 1 154 1 232 1 947 10.730 1 34.1 1 C i 506 fti ----------------------------------------------- I 287 11.201 1 155.6 I*F ( 258 ftl WB Approach 64.8 E+ I TH+RTI 24/2 10.421 10.367 1 I LT 1 12/1 897 1 1233 1 1168M10 947 1 51.7 1 D 1 624 fti 10.428 10.342 1 541 1 667 ---------------------------------------------- 1 711 11.066 1 86.3 I*F 1 636 ftl EB Approach 113.7 F I TH+RTI 24/2 10.328 10.175 1 I LT 112/1 10.196 10.150 1 1 1 533 220 324 1 ~632 11 151 1 137 0 1 F 1 440 ft1 1 ------------------------------------------ 1 307 10.939 1 65.8 1*E+l 337 ft1 `�- 827 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 17:52:03 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00) - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 1500 Blk. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 36 805 29 53 6 46 41 1070 87 154 0 90 WIDTHS 0.0 24.0 12.0 0.0 12.0 0.0 0.0 24.0 12.0 12.0 12.0 0.0 LANES 0 2 1 0 1 0 0 2 1 1 1 0 UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.95 0.95 0.95 0.75 0.75 0.75 0.95 0.95 0.95 0.84 0.84 0.84 ARRIVALTYPES 4 4 3 3 3 3 4 4 3 3 3 3 ACTUATIONS NO NO YES YES YES YES NO NO YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 0 3502 1770 0 1460 0 0 3507 1770 1406 1040 0 Phasing Parameters SEQUENCES 0 0 PERMISSIVES YES YES YES YES LEADLAGS NONE NONE OVERLAPS NO NO NO NO OFFSET 0.00 1 CYCLES 120 120 30 PEDTIME 0.0 2 GREENTIMES 26.00 43.00 15.00 14.00 YELLOWTIMES 6.00 5.00 6.00 5.00 CRITICALS 0 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 9 7 8 0 0 0 PHASEMOVEMENTS 2 1 2 -3 7 8 0 PHASEMOVEMENTS 3 1 2 3 0 0 0 PHASEMOVEMENTS 4 4 5 6 11 10 12 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 Jackson Memorial Hospital North Parking Garage Existing PM Peak 04/05/99 Hour Traffic Conditions Existing Cycle Length and Phasing 17:52:11 SIGNAL97/TEAPAC[Ver 1.00) - Capacity Analysis Summary Intersection Averages for. Int Degree of Saturation # 1 - NW 12th Ave. @ NW 1500 Blk. (v/c) 0.57 Vehicle Delay 29.9 Level of Service C 5q 0 1 Phase 1 1 -- Phase 2 **/**------------------------------ - ------ 1 Phase 3- I Phase 4 1 /I� I 1<+ + +> ++++I 1<+ + +> i I ( I <++++I I I � i I v I North I <+ + +>1 + +>I I 1++++ v+++ 1++++> l I I +++ I ++ I I+++I + + ----------------------------------------------- I 1 G/C=0.217 I G/C=0.358 1 G/C=0.125 I G/C=0.117 1 l G= 26.0" i G= 43.0" I Y+R= 6.0" 1 Y+R= 5.0" I G= 15.0" 1 G= 14.0" 1 I Y+R= 6.0" OFF= 0.0% 1 OFF=26.7% --------------- l Y+R= 5.0" I I OFF=66.7% 1 OFF=84.2% I C=120 sec G= 98.0 sec - = 81.7%Y=22.0 sec = 18.3% Ped= 0.0 sec = 0.0% ---------------------------------------- Lane (Width/I g/C I I Service Rate1 -------------------- Group I Lanesl Reqd Used I ----------------------------------------------------------------------� @c (vph) @E lVolumel v/c I DRCM I90ueuea elay I S I SB Approach - = 14.1 B+ TH+RT242 1354 10.525 1 I LT I /1 10.125 17841 1839 1 8 10.481 14.1 1 - B+1 355 ft1 --I-0.I --1- 311 I 468 1 31 1----- 066 1 14.6 1 ------------------ B+1 25 fti NB Approach --------------------- ___ I TH+RT1 24/2 0 I LT 400 I0.6251 1 12/1 10.259 10.217 2192 1 2192 1 1169 10.533 1 7.4 1 A 1 370 ftl 1 1 1 365 1 92 10.240 1 --------------------------------- 39.2 1 D+1 122 ft1 WB Approach F ILT+TH+RTI-12/1-10.280-10�1171 - 1 1--139 1- 140 10.838 81.6---F--- - - 1 ----------------------------------- I 209 ft- I I EB Approach 142.9 F i RT 1 12/1 10.295 0.117------------------------- LT+RT 1 i I 1 12/1 10.288 10.117 -- ------ ---------------------- 1 1 136 1 183 11.116 1 157.7 1 _ F 1 273 £t1 I 1 1 89 l 107 10.939 1 117.6 1 F 1 159 ft1 009-- 827 11 Jackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions Optimized Phasing SIGNAL97/TEAPAC[Ver 1.003 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. ® NW 1500 Blk. METROAREA NONCBD SIMULATION PERIOD 15 LEiIELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 04/06/99 18:04:44 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 36 805 29 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3502 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 26.00 6.00 0 0 1 2 3 4 5 6 0 YES NO 120 43.00 5.00 0 RT TH LT 53 6 46 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.75 0.75 0.75 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1428 0 YES YES NO NO 30 9.00 20.00 6.00 5.00 0 0 RT TH LT 41 1070 87 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3507 1770 9 7 8 0 0 0 1 2 -3 7 8 0 1 2 3 0 0 0 4 5 6 11 10 12 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 154 0 90 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.84 0.84 0.84 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1057 0 NONE NONE 0.00 1 0.0 2 ,9J-- 827 Q On Jackson Memorial Hospital North Parking Garage 04/06/99 Existing PM Peak Hour Traffic Conditions 18:04:34 Optimized Phasing SIGNAL97/TRAPACCVer 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 1500 Blk. Degree of Saturation (v/c) 0.54 Vehicle Delay 20.7 Level of Service C+ Sq/*0 North ------------------------------------------------- -_Phase-l--I--Phase_2__I__Phase-3'_1__ Phase- 4- `1 i <+ + +> v + + + + + + + + + + G/C=0.217 - G/C=0.358 G/C=0.075 - - G/C=0.167 G= 26.0" G= 43.0" 1 G= 9.0" G= 20.0" Y+R= 6.0" Y+R= 5.0" I Y+R= 6.0" Y+R= 5.0" OFF= 0.0% OFF=26.7% OFF=66.7% OFF=79.2% C=120 sec G= 98.0 sec = - 81.7% Y=22.0sec = 18.3% Ped= 0.0 sec = 0.0% ------------------------------------ I---- Lane Width/i Regd_--Used g/C ServiceRate---Ada-------HCM-_--L--90% I @C-(vph)_@g-IVolumel--v/c_I_Delay I Max I I _--Group-__Lanes _ ------------------- S Queue SB Approach .0 B TH+RTI 1--- 24/2 12/1 10:354 0000 10.475 0.075 1 1554 1 1663 1 885 10.532 19.0 i B I 392ftLT 233 ------------------------------------------------ 371 31 0.082 17.9 B l 27 ftl NB Approach 1 TH+RT LT 24/2 1 12/1 0.400 10.259 10:6250217 i 2192 l 2192 1 1169 10.533 1 7.4 1 A+-1 370 ftI --_- ---------------------------------------------------------------------- 1 92 0.240-1 39.2---D 122-ft- WB Approach 0.0 D -LT+TH+RTI_12/1_10�280_10�167_ 12121140_10� ---_- _- _ _- 588150.01D1197ftj - -_- _- BB Approach _ - LT--- 12/1Ask 10.283--- 1 1 I 208 l 183 10.782 l R+1 257 ftj _ __RT_--1 ---- _10295_10.167 - -0_167----------------------------- 151 107 0.608 52.3 150 ft -- ------I-----------I 09 - 827 gyp. r Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:49:36 10 Existing Cycle Length and Phasing SIGNAL97/TBAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 16th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 60 587 60 0.0 36.0 12.0 0 3 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4969 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 205 42 179 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 937 RT TH LT 156 871 88 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3408 1770 0 0 YES YES YES YES NO NO NO NO 120 120 30 12.00 61.00 34.00 3.00 5.00 5.00 0 0 0 0 1 9 3 0 0 0 0 2 1 2 -3 7 8 -9 3 4 5 6 11 10 12 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 158 20 113 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.83 0.83 0.83 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1457 1352 NONE NONE 0.00 1 0.0 2 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:49:27 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary intersection Averages for Int # 1 - NW 12th Ave. @ NW 16th St. Degree of Saturation (v/c) 0.50 Vehicle Delay 23.2 Level of Service C+ Sq 0 / • \ North ------------------------------------- I Phase l I Phase 2 I Phase 3 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + + + + + + + + .... + > < + + + > < .... v A ++++ A + + + + v <F <+ + +> ++++> + + + + v ------------------------------------- G/C=0.100 G/C=0.508 G/C=0.283 G= 12.0" G= 61.0" G= 34.0" Y+R= 3.0" Y+R= 5.0" Y+R= 5.0" OFF= 0.0% 1 OFF=12.5% I OFF=67.5% ----------------------------------- -- C=120 sec G=107.0 sec = 89.2% Y=13.0 sec = 10.8% Ped= 0.0 sec = 0.0% Lane IWidth/i g/C I Service Rate Ivolumel Adj I HCM I L 190% MaxGroupLanes Reqd Used @C (vph) @B v/c Delay S Queue ------------------------------------------------------------------------------- SB Approach 12.7 B+ ====TH+RT 36/3 0.298 12526 I 688 I0.272 I 13.0 i B+I 138ftILT 112/1 I0.000 10.508 0.100 I 301 346 64 0.185 10.4 B+ ft ------------------------------------------------------------------------------- NB Approach 17.5 B ====TH+RT 24/2 0.399 11659 11732 11128 I0.651 I 18.3 1 B 1468 ftI LT 112/1 I0.000 10.508 0.100 485 526 97 0.184 8.2 A 57 ft ------------------------------------------------------------------------------- WB Approach 44.4 D+ RT 1 12/1 10:316 0.283 147 387 236 0.593 39.4 D+ 285 ftTH 12/1 0247 0.283 201 525 48 0.091 31.7 C 58 ft LT 12/1 0.358 0.283 93 248 206 0.777 53.1 D 249 ft ------------------------------------------------------------------------------- BB Approach 36.3 D+ TH+RT 12/1 I 154 I 403 1 214 I0.518I 37.3 ID+I 259 ftI AMP&I LT 112/1 10-303 0.282 10.283 0.283 141 371 136 0.355 34.8 C 164 ft 0 9 - 827 H. t { t 05Y ,v Jackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing SIGNAL97/TEAPACtVer 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 20th St. 04/05/99 15:31:56 APPLABELS SB GRADES 0.0 PEDLEVELS MODER PARKINGSIDES NONE PARKVOLUMES 20 BUSVOLUMES 0 RIGHTTURNONREDS 0 WB 0.0 MODER NONE 20 0 0 NB 0.0 MODER NONE 20 0 0 EB 0.0 MODER NONE 20 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 100 365 99 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.86 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3353 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 14.00 4.00 0 0 1 2 3 4 5 6 RT TH LT 174 577 146 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3338 1770 RT TH LT 133 972 213 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 3539 1770 0 YES YES YES NO NO NO 120 30 35.00 10.00 44.00 5.00 3.00 5.00 0 0 0 9 3 0 0 0 0 1 2 -3 7 8 -9 12 6 0 0 0 0 4 5 -6 11 10 -12 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 117 472 220 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3367 1770 NONE NONE 0.00 1 0.0 2 09 - 827 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 15:31:40 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 20th St. Degree of Saturation (v/c) 0.72 Vehicle Delay 46.8 Level of Service D Sq 0 North --------------------------------- ---------------- Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 ------------------------------------------------- I + + f. + +> <+ + +> v A ++++ A ++++ v + + + + A ------------------------------------------------- G/C=0.117 G/C=0.292 G/C=0.083 G/C=0.367 G= 14.0" G= 35.0" 1 G= 10.0" G= 44.0" Y+R= 4.0" Y+R= 5.0" Y+R= 3.0" I Y+R= 5.0" I OFF= 0.0% ------------------------------------------------ OFF=15.0% OFF=48.3% OFF=59.2% C=120 sec G=103.0 sec = 85.8% Y=17.0 sec = 14.2% Ped= 0.0 sac = 0.0% (Width/I I g/C I -------------------------- Service Rate Adj HCM L -Lane- Group ---Lanes -------------------------------------------- Reqd Used @C (vph) @B ivolumeI v/c DelayS ---------_-_------ 190%,Maxl SB Approach 5.8 D+ 10.069 I0.117 ! I (0.429 --YLT+RT!-12/1 ----------------------------------------------------I--- 190 259 115 I 26.3 C+ I------- 107 ft I NB Approach .0 E RT TH 12/1 24 2 0.298 0 383 10.292 0.292 132 400 148 35.E D+ 177 ft LT 415 1032 10.361 I080 1.047 83.1 F 645 ft ---_-----12/1--0_081--0.117---_308----383_---237_-0�619_---25.2__-C+-_220-ft- WB Approach .9 C I-_-TH+RT- I_12/1-10.030 24/2 0.362 10:367 I 890 11224 863 10.705 34.3 C 461 ftjLT ------------------------------------------------- 0083 353 168 0.476 I 19.7 I B 1144 ------ ft EB Approach 35.1 D+ I 1 TH+RTI-12/1 lo.ogg. 319 10.367 I 898 11266 ------------------------------------- ( 334 ---LT ------------------------------------- 0083 207 234 10.507 0.880 I ----------------------- 49.2 D I 201 ft I 29- 82 C� Jackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions Optimized Phasing SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 20th St. 04/06/99 17:48:55 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDBS NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 100 365 99 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.86 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3353 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMBS CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 174 577 146 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3338 1770 RT TH LT 133 972 213 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 3539 1770 0 0 YES YES YES YES NO NO NO NO 120 120 30 14.00 40.00 10.00 39.00 4.00 5.00 3.00 5.00 0 0 0 0 0 1 9 3 0 0 0 0 2 1 2 -3 7 8 -9 3 12 6 0 0 0 0 4 4 5 -6 11 10 -12 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 117 472 220 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3367 1770 NONE NONE 0.00 1 0.0 2 09- 827 Jackson Memorial Hospital North Parking Garage 04/06/99 Existing PM Peak Hour Traffic Conditions 17:48:45 Optimized Phasing SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 20th St. Degree of Saturation (v/c) 0.71 Vehicle Delay 40.8 Level of Service D+ --------------------- --------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 + + + + A • \ + + + + + + + + + > < + + + > < + + + + A A + + + + A + + + + ++++ v ++++ v North <+ <+ + +> ++++> + + + + ++++ + ------------------------------------------------- + + + v G/C=0.117 G/C=0.333 G/C=0.083 G/C=0.325 G= 14.0" G= 40.0" G= 10.0" G= 39.0" Y+R= 4.0" Y+R= 5.0" Y+R= 3.0" Y+R= 5.0" OFF= 0.0% ------------------------------------------------- OFF=15.0% OFF=52.5% OFF=63.3% C=120 sec G=103.0 sec = 85.8% Y=17.0 sec = 14.2% Ped= 0.0 sec 0.0% -------------------------------- (-Lane (Width/I g/C ------------------------- Service Ratel AdjVolume I HCM- L Group ! Lanes Use ---P--------------------------- ®C- v I l /r --- ------------------ Delay I S IgO� eMaxl Quue SB Approach 30.6 C 10.064 I0.117 ------------------------------------------- I 32.0 04 399 LT+RTI 12/1 --------------------------------------------------------------------- 187 11259 I 115 10.483 0.429 I 24.0 I C+I ft l NB Approach 42.7 D+ RT 12/1 0 298 0.333 244 469 148 0.316 - 30.3-- C 166 ft TH 24 2 0.383 0.333 748 1180 1080 0.915 49.2 D 607 ft LT 12/1 0.059 0.117 357 428 237 0.554 20.5 C+ 203 ft WB Approach 38.2 D+ ------ ------ 657 TLT H+RT1 12/1 10.047 10.325 0.083 I 242 11313 I 168 10.795 0.537 I 41.1 23.6 I C+I 491 156 ft) ----------------------------------------------------------------------- SB Approach 48.7 D TH+RTJ 24/2 10.123 0.319 I0.3251663 1094 626 0.572 34.3C 356 ft1 LT 1 12/1 0.083 168 229 234 1 ..------------------------------------I------I----- I .009 ! 87.3 I F 215 ftl 09- 041 11 5j' ,"- �.5. Jackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic conditions Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - N. Riv. Dr./ 14 Ave./12 St. 04/05/99 17:52:47 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 83 143 16 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.82 0.82 0.82 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 1863 1272 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVIN=S PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 31 337 8 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 i900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1641 0 RT TH LT 22 80 208 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1792 1770 0 0 YES YES YES YES NO NO NO NO 88 88 30 8.00. 33.00 36.00 3.00 4.00 4.00 0 0 0 0 1 7 8 9 0 0 0 2 1 2 3 7 8 -9 3 4 5 6 11 10 12 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTI14E RT TH LT 187 206 0 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.74 0.74 0.74 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 1863 0 NONE NONE 0.00 1 0.0 2 29- 81410,( Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 17:52:53 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - N. Riv. Dr./ 14 Ave./12 St. Degree of Saturation (v/c) 0.39 Vehicle Delay 18.2 Level of Service B ------------------------------------- Sq 0 1 Phase 1 I Phase 2 1 Phase 3 1 */* ------------------------------------- I 1+++ I ^ I + + + <+ + +> j <++++ I I I v I I I I i++++ v I North { <+ + +>1 <+ + +>I++++> I I + + + I +++ I++++ I I +++I + + + I v 1 ----------------------- 1 G/C=0.091 1 G/C=0.375 1 G/C=0.409 i 1 G= 8.0" 1 G= 33.0" ( G= 36.0" 1 I Y+R= 3.0" I Y+R= 4.0" I Y+R= 4.0" 1 OFF= 0.0% I OFF=12.5% ( OFF=54.5% I ------------------------------------- C= 88 sec G= 77.0 sec = 87.5% Y=11.0 sec = 12.5% Ped= 0.0 sec = 0.0% ------------------------------------- __ _ _ -------------------------- 1 Lane (Width/I g/C I Service Ratel Adj I I HCM I L-190% Maal I Group I Lanesl Reqd Used I @C (vph) @E (Volume) v/c I Delay I S I Queue ------------------------------------------------------------------------------I SB Approach 19.4 B ------------------------------------------- --- I RT 1 12/1 10.183 10.375 1 457 1 577 1 101 10.175 1 19.1 I B 1- 78 ftl I TEE ( 12/1 10.202 10.375 1 572 1 699 1 174 10.249 1 19.8 1 B 1 135 ftl I LT 1 12/1 10.133 10.375 1 364 1 477 1 20 10.042 1 17.6 ( B I 25 fti ---------------------------------------------------- NB Approach 12.6 B+ T111 +RT1 12/1 10.177 10.500 1 816 1 896 1 115 10.128 I 12.0 1 B+1 71 ftl LT -----1-12/1 10.000 10.091 1 524 1 587 1 234 10.399 ( 12.8 ( B+1 141 ftl --------------------------------------------------- WB Approach ---------------------------------------- LT+TH+RTI 12/1 10.310 10.409 1 581 1 672 1 396 10.589 1 21.6 1 C+1 289 ftl ----------------------------------------------------- EB Approach 18.6 B RT 112/1 10.243 10.409 1 541 I 630 1 253 10.402 1 18.8 { B 1 185 ftl I TH 1 12/1 10.225 10.409 1 667 I 762 I 278 10.365 1 18.4 I B 1 203 ftl 09-- 827 ^ a, Jackson Memorial Hospital North Parking Garage Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - N. River Dr. @ NW 13th Terr. 04/05/99 11:31:46 APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS SB 0.0 LOW NONE 20 0 0 WB 0.0 LOW NONE 20 0 0 NB 0.0 LOW NONE 20 0 0 EB 0.0 LOW NONE 20 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 1290 0 0 24.0 0.0 0.0 2 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.93 0.93 0.93 3 3 3 YES YES YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 2709 0 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVE4ENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES YES 127 18.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 127 40.00 6.00 0 RT TH LT 7 688 4 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.86 3 3 3 NO NO NO 4.0 4.0 4.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3366 0 YES YES NO NO 30 7.00 43.00 5.00 5.00 0 0 RT TH LT 7 2 6 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.71 0.71 0.71 3 3 3 YES YES YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1289 0 10 11 12 1 0 0 4 5 6 10 11 -12 7 8 9 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 2 281 277 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0. 0.89 0.89 0.89 3 3 3 NO NO YES 4.0 4.0 3.0 16.0 16.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3535 1770 NONE NONE 0.00 1 0.0 2 S9- 827 S khR ,. Wl Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing 11:31:36 SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - N. River Dr. @ NW 13th Tarr. Degree of Saturation (v/c) 0.82 Vehicle Delay 45.7 Level of Service D Sq/ * 0 North ------------------------------- Phase 11 Phase 2 1 Phase 3 1 Phase 4 1 --+-----------------A---------------------------- <+ <++++ A A + ++ + ++++> ++++> v v A ---------------------:--- G/C=0.142 G/C=0.315 G/C-0 055 G/C=0.339 G= 18.0" G= 40.0" 1 G= 7.0" G= 43.0" Y+R= 3.0" Y+R= 6.0" Y+R= 5.0" I Y+R= 5.0" I OFF= 0.0$ ------------------------------------------------ OFF=16.5% OFF=52.8$ OFF=62.2% C=127 sec G=108.0 sec = 85.0% Y=19.0 sec = 15.0% Ped= 0.0 sec = 0.0% ------------------------------- Group Lanes Regd g/C Used ------------------------ Service Ratel I CSC (vph) @E Adj Volume HCM L I I 90' Max I --Lane---(Width/I ---------------- v/c ------- Delay --------------------- S Queue SB Approach ---------------------------------------------------------===-50_4-- D i RT 24/2 ---------------- 10.557 ------ 10.520 ------- --- 1258 1408---1387 ---- -I- ---- -I- ---- 10.985 ------- ---50-4_I_D-595-ft- NB Approach ILT+TH+RTI -----------12/1 ---- ------- 10.264 10.055------ ------- -, 1------ ---48f ------I ------ 2 96� -- -------- 0 60______ _ 1 5 ___ ft- WB Approach -- �LT+TH+RT�_24/2-10�377-10.315-1--410-1-1060-1--813-10.767-1--44_6-1-D+1-497-ftj EB Approach ------------------------------------ 36.2 D+ TH+RT LT 24/2 12/1 I0.174 0.299 10.480 0.142 I 1456 1698 I I 318 10.187 I 19.1 B 147 ft ---------------------------- 270 346 311 0 899 53.8 D 1306 ft �►- 827 f�T shy. Jackson Memorial Hospital North barking Garage Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - N. River Dr. @ NW 17th Ave. 04/05/99 11:33:43 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 8 526 38 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1858 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTI14ES CRITICALS EXCESS PRASEMOVE14ENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 38 204 0 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1630 0 RT TH LT 242 554 178 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 4 4 3 NO NO YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 3539 1770 0 0 YES YES YES YES NO NO NO NO 110 110 30 6.00 53.00 38.00 3.00 5.00 5.00 0 0 0 0 1 3 9 0 0 0 0 2 1 2 -3 7 8 -9 3 4 5 10 11 12 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 204 118 25 12.0 24.0 0.0 1 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 4.0 4.0 3.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM DOPT 1539 3084 0 NONE NONE 0.00 1 0.0 2 9- 827 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:33:34 Existing Cycle Length and Phasing SIGNAh97/TRAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - N. River Dr. @ NW 17th Ave. Degree of Saturation (v/c) 0.44 Vehicle Delay 20.0 Level of Service B *g/*0 ------------------------------------- Phase 1 I Phase 2 1 Phase 3 1 ------------------------------------- + + + + + + + + ++++ +> <+ + +> <++++ v ------------------------------------- G/C=0.055 G/C=0.482 G/C=0.345 G= 6.0" G= 53.0" G= 38.0" Y+R= 3.0" Y+R= 5.0" Y+R= 5.0" OFF= 0.0% OFF= 8.2% 1 OFF=60.9% ----------------------------------- -- C=110 sec G= 97.0 sec = 88.2% Y=13.0 sec = 11.8% Ped= 0.0 sec = 0.0% I Lane----Width/------g/C-------Service Rate--- ---------------- I @E lVolumel--Adj IHCMy I L I9QuMax)4 (vph) @B ---v/c---Del-----5----ueue-- SB Approach 20.0 C+ THR l0.055 541 81 20.7 65 427 ---LT±�I-12/1-10-000 ---------------------------------------------------------- I 395 I 455 I 10.649 I 0.090 10.3 ( B+I ft l NB Approach 14.9 B+ RT 12/1 0 310 0 482 -------------------------------------------------- 657 742 257 0.346 15.3 B 206 ft TH 24 2 0.293 0.482 1627 1705 589 0.345 14.6 B+ 236 ft LT 12/1 0.008 0.055 302 366 189 0.516 15.0 B+ 122 ft WB Approach 29.1 C -------------- ----TH+RTI 12/1 10.293 10.345 1 395 1 563 1 278 10.494 1 29.1 1 C 1 281 ft) ------------------------------------------------------------------- EB Approach 26.9 C+ ---------------------------- ----------------------------- RT --------------------------------- 0.278 371 28.2 32 AMMOL ILT+TH 124/2-I0.225 10.345 0.345 I 804 11065 I 161 10.430 0.151 I 24.9 I C+I 281 ft qr l ------------------------------------------------------------------------------- c�J_ 827 7 ti x. �i tN Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:51:36 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 13th Ct. @ NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 0 0 0 0.0 0.0 0.0 0 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.50 0.50 0.50 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 0 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PRASEMOVZ14ENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 90 8.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 90 46.00 4.00 0 RT TH LT 0 1060 112 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.79 0.79 0.79 3 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3539 1770 YES YES NO NO 30 25.00 4.00 0 RT TH IT 165 0 53 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.78 0.78 0.78 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1141 0 6 5 0 0 0 0 11 10 5 -6 0 0 9 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 44 360 0 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.74 0.74 0.74 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3445 0 NONE NONE 0.00 1 0.0 2 0J� 8AdI a Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:51:28 Existing Cycle Length and Phasing SIGNAL97/TBAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 13th Ct. ® NW 14th St. Degree of Saturation (v/c) 0.53 Vehicle Delay 10.6 Level of Service B+ ------------------------------------- Sq 0 I Phase l I Phase 2 I Phase 3 I **/ ------------------------------------- <++++ v North I ------------------------------------- G/C-0.089 G/C=0.511 G/C=0.278 G= 8.0" G= 46.0" G= 25.0" Y+R= 3.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% 1 OFF=12.2`k I OFF=67.8% ----------------------------------- -- C= 90 sec G= 79.0 sec = 87.8% Y=11.0 sec = 12.2% Pad= 0.0 sec = 0.08s ------------------------------------------------------------------------- 1 Lane I Width/I g/C I Service Rate lVolumal Adj HCM I L I90% MaxGroup Lanes Reqd Used @C (vph) ®$ v/c I Delay ` S Queue I ------------------------------------------------------------------------------- NB Approach 36.4 D+ ILT+TH+RTI 12/1-I0.328 10.322 I- 273 I 368-I -280 10.761 I 36.4-I D+I 240 ftl ------------------------------------------------------------------------------- WB Approach 6.0 A I LT 124/2 12/1 10:406 0000 f2 242 0.089 530 , 2242 567 11342 142 10.599 0.250 I 6.6 5.9 1 A ' 311 64 ftl ------------------------------------------------------------------------------- EB Approach 10.0 B+ I TH+RTI 24/2 10.240 10.511 11740 11761 I 545 10.309 I 10.0 I B+I 169 ftI ------------------------------------------------------------------------------- 03- 04�1 t 3}^„', Jackson Memorial Hospital North Parking Garage / 04/OS99 Existing PM Peak Hour Traffic Conditions Existing Cycle Length and Phasing 04/05 99 02 SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 14th Ave. O NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSBRVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 PEDLEVELS MODER 0.0 MODER 0.0 0.0 PARKINGSIDES NONE NONE MODER NONE MODER PARKVOLUMES 20 20 20 NONE BUSVOLUMES 0 0 20 RIGHTTURNONREDS 0 0 0 0 0 0 Movement Parameters 11 MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 296 168 155 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.84 0.84 0.84 3 3 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMSNTS PHASEMOVSMENTS PHASE -MOVEMENTS PRASEMOVE4ENTS RT TH LT 210 83 781 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM DOPT 0 1500 1770 RT TH LT 41 109 13 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.67 0.67 0.67 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1738 1178 0 0 YES YES YES YES NO NO NO NO 121 121 30 6.00 37.00 22.00 37.00 4.00 5.00 5.00 5.00 0 0 0 0 0 1 1 2 3 0 0 0 2 1 2 -3 7 8 9 3 10 11 12 0 0 0 4 4 5 6 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 15 159 59 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.79 0.79 0.79 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3440 0 NONE NONE 0.00 1 0.0 2 S9- 8,27 4 Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 11:56:52 Existing Cycle Length and Phasing SIGNAL97/TRAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 14th Ave. @ NW 14th St. Degree of Saturation (v/c) 0.82 Vehicle Delay 90.7 Level of Service F Sq 0 /11 North I ------------------------------------------------- I Phase l 1 Phase 2 I Phase 3 I Phase 4 I ------------------------------------------------- <+ + +> A v <+ + +> ++++> v I + + + I v I I ------------------------------------------------- G/C=0.050 G/C=0.306 G/C=0.182 G/C=0.306 G= 6.0" G= 37.0" G= 22.0" G= 37.0" Y+R= 4.0" Y+R= 5.0" 1 Y+R= 5.0" 1 Y+R= 5.0" I OFF= 0.0% OFF= 8.3% OFF=43.0% OFF=65.3% ----------------------------------------------- C=121 sec G=102.0 sec -- = 84.3% Y=19.0 sec = 15.7% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- Lane Width/I g/C Service Rate Adj I HCM L 190'Max iGroup ------------------------------------------------------------------------------- ILanes Reqd Used I @C (vph) @B Volumef v/c Delay I S Queue 11 SB Approach 31.6 C RT 1 12/1 10.395 10:3118 339 546 352 0.645 36.0 D+ 366 ftTH 12/1 0.300 0388 476 724 200 0.276 26.3 C+ 208 f t LT 12/1 0.029 0.050 242 368 185 0.495 29.0 C 190 £t ------------------------------------------------------------------------------- NB Approach 35.4 D+ ===TH+RTI 12/1 10:250 0.314 10.306 I 201 I 530 I224I0.421 I359 I D+I 264 £tI LT 12/1 0.306 121 347 19 0.053 29.9 C 25 ft ------------------------------------------------------------------------------- WB Approach 150.5 F --------------------------------------------------- THJ 411 605 714 I LT+RTI 12/1+I0.421 I0.306 I 266 I 540 I 575 11.318 1.063 1198.5 I F 1679 ftI ------------------------------------------------------------------------------- RB Approach 44.9 D+ ILT+TH+RTI 24/2 10.275 10.182 1 - -1 I 613 I- 295 10.472 I 44.9 I D+I 205 ftI ----------------------------------•--------------------------------------------- 009- S27 C7 E Jackson Memorial Hospital North Parking Garage 04/05/99 Existing PM Peak Hour Traffic Conditions 13:51:24 Optimized Phasing SIGNAL97/TEAPACtVer 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 14th Ave. @ NW 14th St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUS VOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 296 168 155 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.84 0.84 0.84 3 3 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 210 83 781 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM DOPT 0 1500 1770 RT TH LT 41 109 13 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.67 0.67 0.67 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1738 1178 0 0 YES YES YES YES NO NO NO NO 121 121 30 6.00 27.00 18.00 51.00 4.00 5.00 5.00 5.00 0 0 0 0 0 1 1 2 3 0 0 0 2 1 2 -3 7 8 9 3 10 11 12 0 0 0 4 4 5 6 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 15 159 59 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.79 0.79 0.79 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3440 0 NONE NONE 0.00 1 0.0 2 Jackson Memorial Hospital North Parking Garage 04/05/99 Fxisting PM Peak Hour Traffic Conditions 13*50:59 Optimized Phasing SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # I - NW 14th Ave. @ NW 14th St. Degree of Saturation (v/c) 0.74 Vehicle Delay 47.5 Level of Service D ------------------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------•------- { + + + 1 + + + I I { 1 +++ 1 + + + 1 1 ++++1 /I\ 1<+ + +> 1<+ + +> I i <++++I I I v I v i I ++++I I I I 1++++ I v I North I I <+ + +>1++++> I i I I I + + + I++++ I I I I +++ I v I I ------------------------------------------------- I G/C=0.050 I G/C=0.223 I G/C=0.149 I G/C=0.421 I I G= 6.0" I G= 27.0" I G= 18.0" I G= 51.0" 1 Y+R= 4.0" I Y+R= 5.0" I Y+R= 5.0" I Y+R= 5.0" l I OFF= 0.0% 1 OFF= 8.3% I OFF=34.7% { OFF=53.7% 1 ------------------------------------------------- C=121 sec G=102.0 sec = 84.3% Y=19.0 sec = 15.7% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- I Lane (Width/I g/C I Service Ratel Adj I I HCM I L 190% Maxi 1 Group { Lanes Reqd Used I @C (vph) @E 1Volumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- SB Approach 46.8 D I RT 1 12/1 10.395 10.306 1 153 1 421 1 352 10.819 1 54.7 1 D 1 416 ftl I TH 1 12/1 10.300 10.306 1 220 1 570 1 200 10.351 1 34.4 1 C 1 236 ftl I LT 1 12/1 10.072 10.050 1 138 1 249 1 185 10.698 1 45.0 1 D+1 216 ftl ------------------------------------------------------------------------------- NB Approach 47.2 D I TH+RT1 12/1 10.314 10.223 1 1 1 367 1 224 10.577 1 48.0 1 D 1 296 ft1 I LT 1 12/1 10.250 10.223 1 1 1 237 1 19 10.072 1 37.6 1 D+1 25 ftl ------------------------------------------------------------------------------- WB Approach 47.5 D I TH+RT1 12/1-10.485 10.421 1479 1 632 1 605 10.957 1 59.5 1 E+1 595 fti LT 1 12/1+10.421 10.421 1 576 1 746 1 575 10.771 1 35.0 1 C 1 566 ftl ------------------------------------------------------------------------------- EB Approach 49.6 D ILT+TH+RTI 24/2 10.275 10.149 1 1 1 490 1 295 10.576 1 49.6 1 D 1 214 ftl 19- 827 C7 H LJ ART -PLAN 3e1 Arterial Level of Service Estimating Software Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation February 1999 DESCRIPTION Road Name Bob Hope Rd. From NW 14th St To NW 20th St Peak Direction Northbound Off -Peak Direction Southbound Study Time Period PM — w/Exclusive Ped/Optmz Analysis Date 04/01/99 User Notes Existing Conditions Analysis TRAFFIC CHARACTERISTICS AADT 20,000 K Factor 0.094 D Factor 0.853 Peak Hour Factor 0.863 Adj. Saturation Flow Rate 1,850 % Turns from Exclusive Lanes 21 ROADWAY CHARACTERISTICS # Through Lanes Peak Direction 2 # Through Lanes Off -Peak Direction 2 Urbanized, Transition ing/Utan, or Rural U Arterial Class 3 Free Flow Speed (mph) 35 40,35 or 30) For Class (Area): Use Free Flow Speed of: Class 1 (R) 55, 50, 45, 40 or 35 Class 1 (U or T) 55, 60, or 45 Class 2 (U or T) 45, 40 or 35 Class 3 (U or T) 40, 35, or 30 Class 4 (U only) 35,30 or 25 SIGNALIZATION CHARACTERISTICS Arrival Type Peak Direction 4 (1,2,3,4,5,6) Arrival Type Off -Peak Direction 4 Type Signal System S P=Prebmed,A=Acmated,S=Semiactuated System Cycle Length 100 Weighted Through Movement g/C 0.49 S 827 C 0-011A Northbound PEAK DIRECTION SPECIFIC INPUTS Bob Hope Rd. Segment Segment AAD1 Peak Hour (Enter 1 if Volume unavailable, (May be over- 0 If segment written If direct is unused) measure ava0.) % Turns from Exclusive Lanes Number of Lanes Cycle Length at Signals 2-10 Effective g/C at Signals 2-10 Distance between Signals (Enter in Miles or Feet) Segment Length (FT) Arrival Type 1-2 1 427 4 2 100 0.44 650.00 650 4 2-3 1 519 25 2 100 0.35 725.00 725 4 3-4 1 525 6 2 100 0.31 350.00 350 1,050 4 4-5 1 736 43 1 90 0.33 1050.00 3 5-6 0 6-7 0 7-8 1 0 _ 8-9 1 0 9-101 0 PEAK DIRECTION RESULTS Northbound Bob Hope Rd. 7 Segment From To Through Movement Flow Rate v/c Ratio Control Delay Intersection Approach LOS Speed (MPH) Arterial Segment LOS 1-2 2-3 34 4-5 5-6 6-7 7-8 8-9 9-10 NW 1401 SL NW 15th St. 475 451 572 486 0.29 0.35 0.50 0.80 15.7 23.4 29.0 36.4 B C C D 14.9 12.7 6.6 12.0 D E F E NW 15th SL NW 171h SL NW 17th SL NW teth St. Nw lath st. NW loth St. Section Length: 0.5256 Mile(s) Arterial Speed: LOS: 11.5 E mph Southbound OFF-PEAK DIRECTION'S SPECIFIC INPUTS % Turns Cycle Effective from Length g/C Segment Peak Hour Exclusive Number at Signals at Signals Length Arrival Segment Volume Lanes of Lanes 9-1 9-1 (FT) Type 10-9 9-8 8-7 7-6 6-5 5-4 4-3 3-2 2-1 1,050 350 725 650 418 10 2 100 0.31 4 4981 10 2 _ 100 0.35 4 _ 692 1 2 100 0.44 4 794 661 11 96 0.21 3 OFF-PEAK DIRECTION RESULTS Southbound Bob Hope Rd. Segment From To Through Movement Flow Rate v/c Ratio Control Delay Intersection Approach LOS Speed (MPH) Arterial Segment LOS 10-9 9-8 8-7 7-6 6-5 5-4 4-3 3-2 2-1 436 519 794 313 0.38 0.40 0.49 0.81 27.2 24.1 17.9 50.3 C C B D 14.7 7.5 14.7 6.8 D F D F NW loth St. NW loth St. NW Lath St. NW 17th St. NW 17th St. NW 15th St. NW 15th St. NW 14th St. Section Length: 0.5256 miles Arterial Speed = LOS = 10.6 E mph U9- 827 0 ART-P"N 311 -- Arterial Level of Service Estimating Software Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation DESCRIPTION Road Name From To Peak Direction Off -Peak Direction Study Time Period Analysis Date User Notes TRAFFIC CHARACTERISTICS AADT K Factor D Factor Peak Hour Factor Adj. Saturation Flow Rate L % Turns from Exclusive Lanes ROADWAY CHARACTERISTICS # Through Lanes Peak Direction # Through Lanes Off -Peak Direction Urbanized, Transitioning/Urban, or Rural Arterial Class Class 1 (R) Class 1 (U or T) Class 2 (U or T) Class 3 (U or T) SIGNALIZATION CHARACTERISTICS NW 12th Ave NW 11th St. _ NW 20th St. Northbound _ Southbound PM 03/31/99 _ Existing Conditions 2 2 55, 50, 45, 40 or 35 55, 50, or 45 45, 40 or 35 40, 35, or 30 35, 30 or 25 Arrival Type Peak Direction 4 (1,2,3,4,5,6) Arrival Type Off -Peak Direction 4 Type Signal System S P=PretimedA=Actuated,s=semiactuated System Cycle Length 120 Weighted Through Movement g/C 0.49 El 019- 827 H } _ C PEpC INPUTS K DIRECTION SPEC{FI NW 121h Ave Northbound Cycle Effective Distance Segment AAD11 Peak Hour Length 1 C between (Enter 1 if volume % Turns at Signals Segment unavailable, (May be over- from Number Signals Signals (Enter Length Typel 0 if segment written if direct Exclusive 10 2 10.49 Feet) or Mifes650.00 (FT)650 Segment Is unused) measure avau.) Lanes of L.anes2 120 4 1-2 1 699 8 33 2 120 0.34 725.00 725 4 2-3 1 1,222 7 2 120 0.62 625.00 625 4 3-4 1 1,198 8 2 120 0.51 400.00 400 4 4-5 1 1,115 2 120 0.29 1625.00 1.625 e K_a 1 1,318 _ 26 -- 0 PEAK DIRECTION RESULTS Northbound Through Intersection r NW 12th Ave Movement Control Approach egment From To Flow Rate v/c Ratio Delay 15.3 LOS B 1-2 Nw 111h st NW 121h St. 668 0.37 0.68 35.1 D 2-3 NW 121n St. NW 14h St. 851 1158 0.50 7.2 A 3-4 NW 14h S� NW 1500 elk. 1066 0.57 16.3 B 4_5 NW 1500 elk. NW 16h S4 1014 0.94 55.9 E 5-6 NW 16m Si NW 2ah St. 6-7 7-8 8-9 9-1Q Section length: Arterial Speed: 12.6 mph 0.7623 Mile(s) LOS: F southbound OFF-PEAK DIRECTION`S SPECIFIC INPUTS Arterial Speed Segment 9.7 F 20.2 D 10.8 F 12.1 F % Turns Cycle Effective from Length g1C Segment Peak Hour Exclusive Number at Signals at Signals Length Arrival Type Vnhtmp Lanes of Lanes 9-1 _ 9-1 (FT) 9-8 8-7 7-6 707 8 3 120 051 . 1.625 4 6-5 870 3 2 120 0.53 400 4 5-4 1,095 6 3 120 0.34 625 4 4 4-3 0 3 120 0.49 725 3-2 1,874 5 2 120 0.521.650 4 2-1 1,019 OFF-PEAK DIRECTION RESULTS Southbound Through Intersection Approach Speed Arterial Segment NW 12th Ave Movement Control LOS segment From To Flow Rate v/r, Ratio Delay LOS (MPH) 10-9 9-8 8-7 7-6 Q13[k.NW 676:0.52 24 12.5 g 24.4 24.a C 6-5 16h Sr 87745 13.2 B F 5-4 15M 8N. 1,07057 32•0 C13.6 9.3 F 4-3 141h Sl 1,946.72 2©•1 C E 3-2121hSt. 1 006 14.6 B 15.3 E 2-1 Section Length: 11h sl Arterial Speed = 16.4 mph _ 0.7623 mile(s) LOS = E 0J-- 8211 ART -PLAN 3.1 Arterial Level of Service Estimating Software Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation February 1999 11 DESCRIPTION Road Name From To Peak Direction Off -Peak Direction Study Time Period Analysis Date User Notes TRAFFIC CHARACTERISTICS AADT K Factor D Factor Peak Hour Factor Adi. Saturation Flow Rate % Turns from Exclusive Lanes ROADWAY CHARACTERISTICS # Through Lanes Peak Direction # Through Lanes Off -Peak Direction Urbanized, Transition ing/Urban, or Rural Arterial Class Class 1 (R) Class 1 (U or T) Class 2 (U or T) Class 3 (U or T) Class 4 (U oniv SIGNALIZATION CHARACTERISTICS NW 12th Ave NW 11th St. NW 20th St. Northbound Southbound PM - Optimized 03/31/99 Existing Conditions 1 0.093 1 11 2 65, 50, 45, 40 or 35 66, 60, or 45 45, 40 or 35 40, 35, or 30 35) Arrival Type Peak Direction 4 (1,2,3,4,5,6) Arrival Type Off -Peak Direction 4 Type Signal System S P--Prebmed,A=Actuated,s=semiactuated System Cycle Length 120 Weighted Through Movement g/C 0.49 Qj 09- >? 2 H 0 0 Northbound PEAK DIRECTION SPECIFIC INPUTS NW 12th Ave Segment AAD1 Peak Hour (Enter 1 If Volume unavailable, (May be over- 0 if segment written if direct Segment is unused) meaxure oval.) % Turns from Exclusive Number Lanes of Lanes Cycle Length at Signals 2.10 Effective gIC at Signals 2-10 Distance between Signals (Enter in Miles or Feet) Segment Length (FT) Arrival Type 1-2 11 6991 8 21 120 0.49 650.00 650 4 2-3 11 1,2221 331 2 120 _ 0.37 725.00 725 4 34 1 1,198 7 2 120 0.63 625.00 625 4 4-5 11 1,115 1 8 2 120 0.51 400.00 400 4 5-6 1 1,3181 26 2 120 0.33 1625.00 1,625 4 6-7 0 7-8 0 8-9 0 9-10 01 -- PEAK DIRECTION RESULTS Northbound NW 12th Ave Segment From To Through Movement Flow Rate vlc Ratio Control Delay Intersection Approach LOS Speed (MPH) Arterial Segment LOS 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 NW 11th SL NW 12th SL 668 851 1158 1066 1014 0.37 0.62 0.50 0.57 0.83 15.4 30.6 6.5 16.3 41.1 B C A B D 15.0 10.6 20.8 10.8 14.4 E F 0 F E NW 12th SL tM 14th SL NW 14th SL NW 1500 Blc NW 15M 81k. NW 16th SL NW 16th SL NW 20th SL _ Section Length: 0.7623 Mile(s) Arterial Speed: LOS: 13.8 E mph Southbound OFF-PEAK DIRECTION'S SPECIFIC INPUTS % Tums Cycle Effective from Length g/C Segment Peak Hour Exclusive Number at Signals at Signals Length Arrival Segment Volume Lanes of lanes 9-1 9-1 (FT) Type 10-9 9-8 8-7 7-6 6-5 54 4-3 3-2 2-1 1,625 400 625 725 650 707 81 3 120 0.51 4 870 31 2 120 0.43 4 1,095i 61 3 1201 0.231 4 1,8741 01 31 1201 0.49 4 1,0191 51 21 1201 0.54 OFF-PEAK DIRECTION RESULTS Segment Southbound Through NW 12th Ave -Movement From To Flow Rate v/c Ratio Control Delay Intersection Approach LOS Speed (MPH) Arterial Segment LOS 10-9 9-8 8-7 7-6 6-5 5-4 4-3 3-2 2-1 676 877 1,070 1,948 1 1,006 0.24 0.55 0.84 0.72 0.50 12.5 23.4 49.6 19.5 10.0 B C D B A 24.4 8.5 6.7 13.9 18.2 C F F E D NW 20th SL Nw 16th SL NW 16m SL NW 1500 Bile NW 1500 B7k. NW 14th SL NW 14th SL NW 12th SL NW 12th SL I NW 11th SL Section Length: 0.7623 miles Arterial Speed = LOS = 13.7 E mph 009^ 827 El APPENDIX C m 0 Calculation of Traffic Growth Rate S9- S27 SYfi�_ Estimated Growth Rates for JMH North Parking Garage Study Area I. NW 12th Ave N of NW 20th St FDOT Station: 871146 Annual Growth Rate: p p20 Year 1989 1990 1991 1993 1994 1995 1996 1997 1998 Average g:\Proiects\2409\excel\growth.xls W-bbyl 18,200 27,500 20,100 25,000 20,300 19,500 20,400 20,300 22,000 21,478 Delta 9,300 (7,400) 4,900 (4,700) (800) 900 (100) 1,700 422 9J 827 APPENDIX D Future Level of Service Calculations without the Project El 99- 821� Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - Bob Hope Rd. @ NW 14th St. 04/05/99 19:21:12 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 188 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 539 288 16 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.96 0.96 0.96 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 96 15.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 96 21.00 5.00 0 RT TH LT 192 246 39 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.98 0.98 0.98 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3159 1770 YES YES NO NO 30 7.00 20.00 3.00 5.00 0 0 RT TH LT 11 75 39 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.81 0.81 0.81 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1803 1770 12 6 0 0 0 0 4 5 -6 10 -12 11 3 9 0 0 0 0 1 2 -3 7 8 -9 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 124 173 218 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.83 0.83 0.83 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3177 1770 NONE NONE 0.00 1 17.0 3 f �f. Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 19:21:20 (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 14th St. Degree of Saturation (v/c) 0.70 Vehicle Delay 61.3 Level of Service E+ ------------------------------------------------- Sq 0 1 Phase I I Phase 2 1 Phase 3 1 Phase 4 1 **/** -------------------------------------------------- ^ + + + + / 1 1 <i-+++ 1 +> <+ + +> I I A ++++1 A ++++1 ( v 1 I 1++++ v I++++ v I A 1 North 1++++> <+ I <+ + +>1 v + + + + ------------------------------------------------- 1 G/C=0.156 I G/C=0.219 I G/C=0.073 i G/C=0.208 G= 15.0" G= 21.0" G= 7.0" G= 20.0" l l Y+R= 3.0" 1 Y+R= 5.0" I Y+R= 3.0" 1 Y+R= 5.0" OFF= 0.0% 1 OFF=18.8% ( OFF=45.8% OFF=74.0% ------------------------------------------------- C= 96 sec G= 63.0 sec = 65.6% Y=16.0 sec = 16.7% Ped=17.0 sec = 17.7% Lane (Width/I g/C I Service Ratel Ada l 1 HCM I L 190% Mazl I Group I Lanesl Reqd Used I -------------------------------------------------------------------------------- @C (vph) @E 1Volumel v/c I Delay I S I Queue I SB Approach 114.3 F ------------------------------------------------------------------------- I RT 1 12/1 10.342 10.208 1 148 1 283 1 366 11.249 1 175.3 1 F 1 391 ftl I TH 1 12/1 10.252 10.208 1 202 1 383 1 300 10.773 1 45.2 1 D 1 320 ftl I LT 112/1 10.000 10.073 1 ------------------------------------------------------------------------------- 294 1 399 1 17 10.043 1 21.7 1 C+I 25 ftl NB Approach 29.7 C ---------------------- -- - I TH+RTI 12/1 10.179 10.208 1 ------------------------------- 195 1 371 1 107 10.285 - 1 32.4 1 C 1 114 ftl I LT 1 12/1 10.011 10.073 1 -------------------------------------------------------------------------------- 172 1 233 1 48 10.201 1 23.6 1 C+i 43 ftl WB Approach 36.9 D+ I TH+RTI 24/2 10.245 10.219 1 328 1 691 1 447 10.647 1 38.8 1 D+I 236 ftl I LT 1 12/1 10.000 10.156 1 ------------------------------------------------------------------------------- 392 1 462 1 40 10.087 1 16.6 1 B 1 31 ftl EB Approach 30.0 C I TH+RTI 24/2 10.225 10.219 1 330 1 695 1 357 10.514 1 35.7 1 D+i 188 ftl 40 I LT 1 12/1 10.106 10.156 1 ------------------------------------------------------------------------------- 357 1 423 1 263 10.622 1 22.2 1 C+I 203 ftl 59 - 827 a 0 Jackson Memorial hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 17:50:03 (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00) - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 15th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 32 692 11 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3501 867 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 100 44.00 5.00 0 0 1 2 3 4 5 6 0 YES NO 100 24.00 5.00 0 RT TH LT 52 7 128 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1143 0 YES YES NO NO 30 RT TH LT 44 294 16 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3453 570 1 2 3 7 8 9 4 5 6 10 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 46 3 92 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1176 0 NONE NONE 0.00 1 22.0 1 1-'9- 827 t Z, ` Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 17:50:11 (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 15th St. Degree of Saturation (v/c) 0.46 Vehicle Delay 23.3 Level of Service C+ ------------------------- Sq 0 1 Phase 1 { Phase 2 { /* ------------------------- + + + ( ^ { +> { <++++{ { { v ( ^ ++++{ { { ^ {++++ v { North { <+ + +>{++++> { { + + + ( v { ------------------------- { G/C=0.440 { G/C=0.240 { { G= 44.0" { G= 24.0" { Y+R= 5.0" { Y+R= 5.0" { OFF= 0.0% { OFF=71.0% { -------------------------- C=100 sec G= 68.0 sec = 68.0% Y=10.0 sec = 10.0% Ped=22.0 sec = 22.0% ------------------------------------------------------------------------------- { Lane {Width/{ g/C { Service Rate{ Adj { { HCM { L 190% Max{ { Group { Lanes{ Reqd Used { ------------------------------------------------------------------------------- @C (vph) @E {Volume{ v/c i Delay { S { Queue { SB Approach 18.3 B { TH+RT{ 24/2 10.306 10.440 { --- - 1446 { ------------ 1540 { 787 --------------- 10.511 { 18.4 { B { 310 ft{ { LT { 12/1 10.178 10.440 { ------------------------------------------------------------------------------- 322 { 428 { 12 10.028 { 16.0 1 B { 25 ft{ NB Approach 15.4 B { TH+RT{ 24/2 10.234 10.440 { 1413 { 1508 { 379 10.251 {- 15.4 ' B { 149 ft{ i LT 1 12/1 10.214 10.440 { ------------------------------------------------------------------------------- 151 { 227 { 18 10.077 { 16.9 { B 1 25 ft{ WB Approach 49.8 D ------------------------------------------------- {LT+TH+RTI 12/1 10.293 10.240 { ------------------------------------------------------------------------------- 145 { 262 { 215 10.788 { 49.8 { D { 230 ft{ EB Approach 31.8 C { RT { 12/1 10.183 10.240 { 183 { 329 { 51 10.151 { 30.2 { C { 54 ft{ {LT+TH { 12/1 10.215 10.240 { ------------------------------------------------------------------------------- 149 { 270 { 105 10.374 { 32.6 { C { 112 ft{ 09M 827 1] 015�� 0 Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project SIGNAL97/TEAPAC[Ver 1.00) - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - Bob Hope Rd. @ NW 17th St. 04/05/99 18:47:07 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS QLANES UTILIZATIONS TRUCKPERCENTS PEABHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 107 366 55 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3343 1770 Phasing Parameters RT TH LT 76 93 126 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1657 1770 RT TH LT 66 348 137 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3401 1770 SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 100 100 30 GREENTIMES 8.00 35.00 11.00 30.00 YELLOWTIMES 3.00 5.00 3.00 5.00 CRITICALS 0 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 3 9 0 0 0 0 PHASEMOVEMENTS 2 1 2 -3 7 8 -9 3 12 6 0 0 0 0 isPHASEMOVEMENTS PHASEMOVEMENTS 4 4 5 -6 10 11 -12 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 272 101 181 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1530 1770 NONE NONE 0.00 1 0.0 2 99 - 827 ai c Syt Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions W/o Project 18:47:14 SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 17th St. Degree of Saturation (v/c) 0.52 Vehicle Delay 31.2 Level of Service C ----------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 ------------------------------- - ---- + I I + + + i-------^---j 1 I + 1 + + + /I\ ( +> 1<+ + +> I I ++++1 I 1 <++++1 I I I v ( ++++I ^ ++++I I I I I++++ v I++++ v 1 North l <+ 1 <+ + +>1 1++++> I I I + I +++ I I + I +++I _ v I __ 1 G/C=0.080 1-G/C=0.350 __ 1 G/C=0.110 I G/C=0.300-1 " I G= 35.0- 1 G= 11.0" 1 G= 30.0" 1 l Y+R= 3.0" 1 Y+R= 5.0 1 Y+R= 3.0 l Y+R= 5.0" I OFF= 0.0% I OFF=11.0% --------------------------------------------- 1 OFF=51.0% 1 OFF=65.0% I C=100 sec G= 84.0 sec = 84.0% Y=16.0 sec = 16.0% Ped= 0.0 sec = 0.0% ` ---------------------------------------------------- Lane lWidth/I g/C I I Lanesl Reqd Used I Service Ratel Adj I I ( @C HCM I L 190% Max --Group (vph) @E (Volumel v/c I ------------------------------------------ Delay I S I Queue I SB Approach_____________________ 23.8 C+ i TH+RT1 24/2 10.265 10.350 I LT 1 12/1 10.000 10.080 1 1 972-1 1170 I- 526 10.450 1 357 24.9 1 C+1 240 ftl 1 426 I 61 10.143 1 ------------------------------------------ 14.6 1 B+1 45 ftl NB Approach_____________________ 22.0 C+ I TH+RT1 24/2 10.250 10.350 1 I LT 1 12/1 10.000 10.080 1 992 1 1191 I 460 10.386 1- 329 24.0 1 C+1 210 ftl 1 395 1 152 10.385 1 ------------------------------------------- 16.1 1 B 1111 ftl WB Approach I TH+RTI 12/1 10.225 10.300-1 I LT 1 12/1 10.047 10.110 344 1 497-1 -189 10.380 1 253 -28.1-1 C 1 186 ftl 1 1 313 1 142 10.454 1 ---------------------------------- 19.9 1 B 1108 ftl EB Approach I TH+RT1 12/1 10.368 10.300 ( I LT 1 12/1 10.008 10.110 1 314 459 439 0 956 1 434 65.4 1 E+1 432 ftl 1 514 1 213 10.414 1 17.5 1 B 1 162 ftl 11 Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 17150:23 (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 18th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C. S NODELOCATION 0 0 Approach Parameters APPLABELS SB GRADES 0.0 PEDLEVELS MODER PARKINGSIDES NONE PARKVOLUMES 20 BUSVOLUMES 0 RIGHTTURNONREDS 0 WB 0.0 MODER NONE 20 0 0 NB 0.0 MODER NONE 20 0 0 EB 0.0 MODER NONE 20 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 24 375 46 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.86 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3487 689 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVL14MS PHASEMOVEMENTS 0 YES NO 100 31.00 5.00 0 0 1 2 3 4 5 6 0 YES NO 100 37.00 5.00 0 RT TH LT 134 4 33 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.72 0.72 0.72 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1421 1035 YES YES NO NO 30 RT TH LT 42 484 31 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.96 0.96 0.96 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3469 809 1 2 3 7 8 9 4 5 6 10 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 91 27 123 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.72 0.72 0.72 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1068 0 NONE NONE 0.00 1 22.0 1 9- 827 Jackson Memorial Hospit Fual North parking Garage R' ture PM Peak Hour Traffic Conditions W/o project (W/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary I ntersection Averages for Degree of Saturation Sq /I\ North I 04/05/99 17:50e30 0 Int # 1 - Bob Hope Rd. @ NW 18th St. (v/c) 0.52 Vehicle Delay 31.6 Level of Service C -------------------- { Phase -------------------------1 * {+++ 1 ^ 1 + + + 1<+ + +> I <++++i I v <+ + +>i++++> { I + + + I++++ 1 I +++I v I _ - - I 1 G/C=0.310 {G/C=0.3701 i G= 31.0" I G= 37.0" i I Y+R= 5.0" 1 Y+R= 5.0" 1 (_OFF=O_0%__ IOFF=58.0% - 1 C=100 sec G= 68.0 sec = 68.0% Y=10.0 sec = 10.0% Ped=22.0 sec = 22.0 % CDLane lWidth/1 g/C ------ I Service -----------5---------- --_Group_i-Lanesl-ReqUsed_1-@C_(vph)R@aeiVolumeAdj � v/c I HCM I L 190% Max ------- I Delay 1 I Queue 1 ------ SB Approach ------------------------------------- 28.2 C 24/2 -0 28.2 C I--_LT-_-1 12/1 10.258 10.310 ( 898 1-1081 1 464 10.429 1 28,1_ I { 1 1 186 1 53 10.265 29.1 1 C 2zs ft1 I --------- -------------- I C i 51 ft1 NB Approach ------------------- 29.2 I LT+RTI 24/2 10.264 10.310 1 803 1 1076 1� 548�__________ 10.213 10.310 1 116 1 10.509 1 29.4 1 C 1 266 ft ----------------------- 226 1 32 10.134 1 26.0 { { ----------------- C+1 31 ftl -------------- -------- WB Approach ----------------- I--TH+RT1 12/1 10 244 -0.3- 22.9 C+ I 70 408 525{---LT---I-12/1-10-190y10�370-1_-280 1 377 1 192 10.346 10.126 1- 23.4 { -C+I 170 fti -----------_ 1 20.9 I C+1 41 ftl ------------------ EB Approach ---------- ILT+TH+RTI-12/1-10_409 10.370 1 -288 1 -387 1-------- 387 1 335 10.866 1 47.4 1-D _ -------------- 1 297 ft1 ---------------------------- a.9 827 v �S Jackson Memorial Hospital 51 North Parking Garage } Future PM Peak Hour Traffic Conditions w/o Project SIGNAL97/TEAPAC(Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Ho a Rd METROAREA SIMULATION PERIOD LEVELOFSERVICE NODELOCATION F NONCBD � NW 20th St. 15 C S 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS SH WB 0.0 0.0 NB LOW Low 0.0 NONE NONE LOW 20 NONE 0 20 20 0 0 0 0 RT TH LT 115 204 42 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1746 1770 Phasing Parameters RT TH LT 53 600 38 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3489 1770 RT TH LT 115 327 340 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1778 1770 SEQUENCES PERMISSIVES 0 0 OVERLAPS YES NO YES YES YES CYCLES 90 NO NO NO GREENTIMES YELLOWTIMES 5.00 90 34.00 30 5.00 6.00 CRITICALS 3.00 0 5.00 3.00 3.00 21.00 5.00 EXCESS 0 0 0 0 0 PHASE14OVEMENTS PHASEMOVEMENTS 1 6 12 0 0 0 PHASEMOVEMENTS 2 3 4 5 -6 10 0 11 -12 PHASEMOVEMENTS 3 9 0 0 0 PHASEMOVEMENTS 4 5 7 8 9 0 0 0 PHASEM0VIRENTS 1 2 -3 7 0 8 0 0 0 0 -9 0 0 LEADLAGS OFFSET PEDTIME 04/05/99 18!56:31 EB 0.0 LOW NONE 20 0 0 RT TH LT 151 602 88 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3416 1770 NONE NONE 0.00 1 0.0 2 0J-- 827 4 i '.�.`. Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project 04/05/99 18:56:40 SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis St=mary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 20th St. Degree of Saturation (v/c) 0.69 Vehicle Delay 32.1 Level of Service C --------------------------------- ----------------- Sq 0 1 Phase 1 I Phase 2 1 Phase 3 1 Phase 4 1 Phase 5 1 */** ------------------------------------------------------------- A +I 1+++ 1 I /I\ i < +> <+ 1 I ^++++i I Iv +> I I 1++++ v v 1 A I < I North 1 1++++> I I 1++++ I <+ + +>1 <+ + +>I + I l II+++1 + + + v +1 +++ ------------------------------------ I 1 1 1 G/C=0.056 1 G/C=0.378 1 G/C=0.056 1 G/C=0.067 1 G/C=0.233 1 1 G= 5.0" ( G= 34.0" 1 G= 5.0" 1 G= 6.0" 1 G= 21.0" I Y+R= 3.0" l Y+R= 5.0" l Y+R= 3.0" l Y+R= 3.0" l Y+R= 5.0" 1 1 OFF= 0.0% I OFF= 8.9% 1 OFF=52.2% ( OFF=61.1% 1 OFF=71.1% 1 ------------------------ - C= 90 sec G= 71.0 sec = 78.9% Y=19.0 sec=21.1% Ped= 0.0 sec = 0.0% ----------------- -------- -------------- ------ ----- --- l Lane lWidth/1 9�/C I Service Ratel Adj 1 1 HCM 1 L 190% Maxl 1--Group I Lanesl Reqd Used I @8C (vph) @E IVolumel v/c I Delay 1 S I Queue ----------------------------------------------------------------------� SB Approach ----------------------------------- -------------------------------------------------- LT+RTI 12/1 10.276 10.233 1 267 1 407 1 350 10.860 1 49.9 1 D 1 339 ftl -----T 1 12/1 10.000 10.056 1 179 1 247 1 46 10.183 1 22.6 1 C+1 40 ftl ------------------------------------•-------- NB Approach I TH+RT1 12/1 10.336 10.333 1 475-1 593 1 480 10.809 1 35.7 1-D+1 405 ftl I LT 1 12/1 10.182 10.156 1 323 1 382 1 370 10.969 1 57.7 1 E+1 260 ftl -------------------------------------------- WB Approach I TH+RTI 24/2 10.279 10.378 1 1197 1 1318 1 734 10.557 1 -21.9 I C+1 289~ftl I LT 1 12/1 10.000 10.056 1 214 i 264 1 43 10.163 1 13.8 1 B+l '28 ftl --------------------------------------------- EB Approach 22.4 C+ ---------- -------------------------- ----------------------- ------------------ I TH+RT1 24/2 10.300 10.378 1 1169 1 1290 1 818 10.634 1 23.4 1 C+1 322 ftl -----T 1 12/1 10.000 10.056 1 241 1 295 1 96 10.325 1 14.2 1 B+1 62 ftl ;q_ 827 C 0 0 Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW llth St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB GRADES 0.0 0'0 NB PEDLEVELS LOW LOW 0.0 PARKINGSIDES NONE NONE LOW PARKVOLUMES 20 NONE BUSVOLUMES 0 20 20 RIGHTTURNONREDS 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 17 loll 53 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 3539 1770 RT TH LT 172 144 107 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3205 1770 RT TH LT 51 966 1 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.80 0.80 0.80 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 5041 0 Phasing Parameters SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 120 120 30 GREENTIMES 11.00 51.00 11.00 32.00 YELLOWTIMES 3.00 4.00 3.00 5.00 CRITICALS 0 0 0 EXCESS 0 0 PHASEMOVEMENTS 1 1 2 3 PHASEMOVEMENTS 2 1 2 -3 0 0 0 PHASEMOVEMENTS 3 12 6 7 8 9 PHASEMOVEMENTS 4 5 -66 0 10 0 0 PHASEMOVEMENTS 5 0 0 11 -12 PHASEMOVEMENTS 6 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME 04/05/99 18e57!39 EB 0.0 LOW NONE 20 0 0 RT TH LT 107 91 252 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3208 1770 NONE NONE 0.00 1 0.0 2 Tvr; '�'�a tit 3, Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 18:57:48 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW llth St. Degree of Saturation (v/c) 0.60 Vehicle Delay 25.0 Level of Service C+ ------------------------------------------------- Sq 0 1 Phase 1 I Phase 2 1 Phase 3 1 Phase 4 1 **/** -------------------------------------------------- /1\ 1<+ + +> 1<+ + +> I 1 <++++1 i I V I v I ++++1 ^ ++++1 I I I 1++++ v 1++++ v I North I I <+ + +>I I++++> 1 I I+++i I v I ------------------------------------------------- I G/C=0.092 I G/C=0.425 1 G/C=0.092 I G/C=0.267 1 1 G= 11.0" I G= 51.0" I G= 11.0" 1 G= 32.0" 1 I Y+R= 3.0" I Y+R= 4.0" I Y+R= 3.0" I Y+R= 5.0" I I OFF= 0.0% 1 OFF=11.7% I OFF=57.5% I OFF=69.2% 1 ------------------------------------------------- C=120 sec G=105.0 sec = 87.5% Y=15.0 sec = 12.5% Ped= 0.0 sec = 0.0% is I Lane IWidth/ I g/C I Service Rate Adj I I HCM I L 190% Maxi I Group I Lanesl Reqd Used I @C (vph) @E 1Volumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- SB Approach 15.8 B -------------------------------------------------------------------- I RT 1 12/1 10.245 10.542 1 771 1 834 1 22 10.026 1 9.0 1 A 1 25 ftl I TH 1 24/2 10.424 10.542 1 1879 1 1917 1 1313 10.685 1 16.0 1 B 1 508 ft1 1 LT 1 12/1 10.008 10.092 1 222 1 272 1 69 10.254 1 15.3 1 B 1 52 ftl ------------------------------------------------------------------------------- NB Approach 25.0 C+ ------------------ - ----------------------------------- - ILT+TH+RTI 36/3 10.357 10.425 1 1817 1 2013 1 1272 10.632 1 25.0 1 C+1 411 ftl ------------------------------------------------------------------------------- WB Approach 33.2 C --------------------------------------------------------------------------- I TH+RT1 24/2 10.281 10.267 1 236 1 855 1 344 10.402 1 36.5 1 D+1 213 ftl I LT 1 12/1 10.014 10.092 1 319 1 437 1 116 10.265 1 23.7 1 C+1 117 ftl ------------------------------------------------------------------------------- EB Approach 40.6 D+ --------------------- - ----------------------------- I TH+RTI 24/2 10.270 10.267 1 236 1 855 1 257 10.301 1 35.3 1-D+1 159 ftl I LT 1 12/1 10.111 10.092 1 286 1 392 1 327 10.834 1 44.9 1 D+1 331 ftl oR9-� 827 Jackson Memorial Hospital North Parking Garage 4/05/99 Future PM Peak Hour Traffic Conditions w/o Project O18:5858:11:11 SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 12th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB GRADES 0.0 0.0 EB PEDLEVELS LOW LOW 0.0 0.0 PARKINGSIDES NONE NONE LOW LOW PARKVOLUMES 20 20 NONE NONE BUSVOLUMES 0 0 20 20 RIGHTTURNONREDS 0 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 86 1903 0 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 5047 0 RT TH LT 5 153 660 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.73 0.73 0.73 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FFLW NORM DOPT 0 1658 1539 RT TH LT 0 679 63 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3539 1770 Phasing Parameters SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 120 120 30 GREENTIMES 5.00 59.00 44.00 YELLOWTIMES 3.00 4.00 5.00 CRITICALS 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 9 8 0 0 PHASEMOVEMENTS 2 1 2 8 0 0 PHASEMOVEMENTS 3 5 6 0 -9 0 0 PHASEMOVEMENTS 4 0 0 0 0 0 0 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 0 0 0 0.0 0.0 0.0 0 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.50 0.50 0.50 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM HORIH NORM 0 0 0 NONE NONE 0.00 1 0.0 2 0o, c� i i 0ackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions W/o Project 18:58:18 18:58:19 SIGNAL 97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 12th St. Degree of Saturation (v/c) 0.78 Vehicle Delay 36.7 Level of Service D+ Sq 0 -------------------------- 1 Phase 1 I Phase 2 1 Phase 3 1 ------------- ------------------------ I I++ I 1++ /I\ i I<+ + North I <+ + 1 <+ + ° I I I [ ++ 1 ++ I I I ++ ----------- I ++ I 1 G/C=0.042-1 G/C=0.492-I G/C=0.367 I 5 44.01 I Y+R= 3.0" I Y+R=4.0" Y+R=5.0" OFF= 0.0% ---------------------------------- I OFF= 6.7% 1 OFF=59.2% 1 C=120 sec G=108.0 sec = 90.0% Y=12.0 sec = 10.0% Ped= 0.0 sec = 0.0% -Lane--- IWidth/1 Group g C I Service Rate [ Adj --------------- [ [ RCM ----------- - [ Lanes[ Reqd d [ @C v }l ( P ) @E [Volume) v/c I Delay [ L [ [ 90`•k Max[ ------------------------------- [ Queue [ SB Approach - ------------------------------------ --------------------- --------------- -------------------- TH+RT1 36/3 10.465 10 >492 1 2275 1 2481 1 2094 ----------------------------- 10.844 1 ------------------- 30.2 ------------------------------- C [ l 598 ft l NB Approach -------------------- B I I TH 124/2 10.353 LT 1 12/1 10.045 10.558 1 10.042 1859 1 1976 _____17.5 1--799 10.404 1--15.7 1 B 1 298 ftl 1 70 [ 123 1 74 ------------------------------- 10.544 1 36.9 1 D+i 54 ftl WB Approach ---------------------- E+ I I TH 1 12/1-10.450 LT 1 12/1+10.459 10.367 1 10.367 1 362 1 330 608 ___63.9 571 10.939 1 60.9 1 E+1 610-ftl -------------------------------------------------------------------------------- 1 564 [ 543 10.963 1 66.9 1 E+[ 580 ftl El E. 0 E. Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS 1 - NW 12th Ave. 0 NW 14th St. 04/05/99 is: se: 10 SB WB NB EB 0.0 0.0 0.0 0.0 MODER MODER MODER MODER NONE NONE NONE NONE 20 20 20 20 0 0 0 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 154 941 67 0.0 36.0 12.0 0 3 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 4 4 3 NO NO YES 5.0 5.0 4.0 10.0 10.0 9.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4910 367 Phasing Parameters RT TH LT 225 879 672 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 6.0 6.0 3.0 11.0 11.0 8.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3362 1770 SEQUENCES 35 35 PERMISSIVES YES YES YES OVERLAPS NO NO NO CYCLES 120 120 30 GREENTIMES 12.00 28.00 18.00 YELLOWTIMES 4.00 5.00 3.00 CRITICALS 9 2 12 EXCESS 0 YES NO RT TH LT 157 874 265 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 4 4 3 NO NO YES 5.0 5.0 4.0 10.0 10.0 9.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 3539 1770 20.00 21.00 3.00 6.00 6 11 LEADLAGS OFFSET PEDTIME RT TH LT 264 310 282 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 YES YES YES 6.0 6.0 3.0 11.0 11.0 8.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3140 1770 NONE NONE 0.00 1 0.0 2 09- 827 ��r 0 Jackson Memorial Hospital North Parking Garage 05/99 Future PM Peak Hour Traffic Conditions w/o Project 40:01:18 leao:o1 SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 14th St. Degree of Saturation (v/c) 1.01 Vehicle Delay 89.4 Level of Service F Sq 35 I Phase 1--�--Phase 2 l- Phase 3 - -- ----- **/** I Phase 4 1 Phase 5 --*-*-+-----i------------------^---i-----------i I I I I <++�I-+ ! <++++ v I I i I 1**** ++++I ****I ++++1 North i <* ++>I <+ ++>1 v I v 1++++ v I I *++ I +++ l I 1****> I i *++ ----------- v _________________I____ i I G/C=0.100 I-G/C=0 233 l G/C=0.150 1 G/C=0 167 1 G/C=0.175 I G= 12.0" I G= 28.0" I G= 18.0" I G= 20.0" I G= 21.0" I I Y+R= 4.0" I Y+R= 5.0" 1 Y+R= 3.0" 1� I I OFF= 0.0% I Y+R= 3.0 I Y+R= 6.011i -----I-OFF_13.3�_I OFF=40.8% 1 OFF=58.3% 1 OFF=77.5% I C=120 sec G= 99.0 sec = 82 5% Y=21 0 sec = 17 5% Ped= 0.0 sec = 0.0% I Lane 1Width/1 g/C I Service Ratel--Adj-I----------------------- (`jPh) @E lVoltunel v/e I Delay ( S ---- I Group I Lanesl Reqd Used I @C I eI I90� Queue I -------------------- lai Queue ------------------------------------ SB Approach ----___ -_--- ___ 87.3 F I TH+RT1 36/3 10.344 10.233 1 1 1 1146 1 1203 11.050 1 86.6 I*F 1 519 ftl I LT 1 12/1 10.366 10.233 1 1 1 68 1 74 10.860 1 98.3 1 F 1 96 ftl -------------------------------------- NB Approach 65.3 E+ 112/1 10.309 10.367 1 329 I 516 1 180 10.349 1 27.5 1 C+1 192 ftl I TH 1 24/2 10.371 10.367 1 980 l 1298 1 1005 10.774 1 35.7 1 D+1 537 ftl I LT 1 12/1 10.205 10.100 1 153 l 231 1 305 11.276 1 185.0 -----------------------l*F 1258 ftl ------------- WB Approach ----------- --- ___ 82.1 F I TH+RTI 24/2 10.436 10.367 1--897 1 1233 1 1241 1.006 �-__- I LT 1 12/1 10.450 10 342 1 541 l I I 09.2 1 E+1 636 ftl _____-_____ 667 i 755 11.132 l 109.8 l*F l 636 ftl ------------------------------------ EB Approach 142.0 F I TH+RT 1-24/2 10.336 -0. 117 51 �1 I 533 1 676 1�1.231 1 168.8 I*F 1 470 ftl I LT 1 12/1 10.215 10.150 1 217 l 324 1 332 11.015 1 87.3 I*F 1 364 ftl ------------------------------------ 5t - 827 Jackson Memorial Hospital North Parking Garage 06/28/99 Future PM Peak Hour Traffic Conditions w/o Project 16:39:37 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 1500 Blk. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAXHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 39 865 31 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 4 4 3 140 NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3502 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 26.00 6.00 0 0 1 2 3 4 5 6 0 YES NO 120 43.00 5.00 0 RT TH LT 57 6 49 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.75 0.75 0.75 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1428 0 YES YES NO NO 30 9.00 20.00 6.00 5.00 0 0 RT TH LT 44 1149 93 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3507 1770 9 7 8 0 0 0 1 2 -3 7 8 0 1 2 3 0 0 0 4 5 6 11 10 12 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 163 0 96 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.84 0.84 0.84 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1040 0 NONE NONE 0.00 1 0.0 2 L' Jackson Memorial Hospital North Parking Garage 06/28/99 Future PM Peak Hour Traffic Conditions w/o Project 16:39:45 Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 1500 Blk. Degree of Saturation (v/c) 0.58 Vehicle Delay 21.7 Level of Service C+ ------------------------------------------------- Sq 0 1 Phase l I Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------------- I 1+++ I+++ I ^ /I\ I 1<+ + +> 1<+ + +> i <++++1 I I I v A I I I I 1 v j++++ v+++1 North 1 <+ + +>1 + +>I 1++++> I I I +++ 1 ++ I I++++ 1 1 +++1 + + I I v i ------------------------------------------------- 1 G/C=0.217 1 G/C=0.358 1 G/C=0.075 1 G/C=0.167 1 I G= 26.0" 1 G= 43.0" l 2 Y+R= 6.0" I Y+R= 5.0" I Y+R= 6.0" l Y+R=5.0" I I OFF 0.0 % I OFF=26.7% 1 OFF=66.7% I OFF=79.2% 1 ------------------------------------------------- C=120 sec G= 98.0 sec = 81.7% Y=22.0 sec = 18.3% Ped= 0.0 sec = 0.0% Lane (Width/I g/C I Service Ratel Adj I I HCM 1 L I90% Magl I Group I Lanesl Reqd Used I @C (vph) @E IVolumel v/c I Delay I S I Queue I ------------------------------------------------------------------ SB Approach 19.6 B I TH+RT1 24/2-10.364 10.475 1 1554 11663 I 952 10.572 1- 19.7-I B 1 421 ftl I LT 1 12/1 10.000 10.075 1 219 I 356 l 33 10.090 1 18.1 I B l 29 ftl ------------------------------------------------------------ NB Approach 10.1 B+ LT+RT1 24/2 10.415 10.625 1 2192 12192 1 1255 10.573 1 7.8 1 A 1 397 ftl 1 12/1 10.260 10.217 1 1 1 365 I 98 10.256 1 39.3 1 D+1 129 ftl --------------------------------------------------------- WB Approach 51.6 D ----------------------- ---------------------- ----------------------------- ILT+TH+RTI 12/1 10.283 10.167 ( 1 1 212 I 149 10.626 1 51.6 1 D 1 209 ftl ---------------------------------------------------- EB Approach 64.6 E+ ----------------- -------------------------------------------------------- --------------------------------------------------------- I RT 1 12/1 10.299 10.167 1 1 1 208 1 194 10.829 1 69.8 1 E 1 273 ftl ILT+TH i 12/1 10.288 10.167 i 1 1 148 1 114 10.659 1 55.7 1 E+1 160 ftl --------------------------------------•-------------- 09- 827 Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 19:01:50 SIGNAL97/TEAPAC(Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1. - NW 12th Ave. @ NW 16th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 64 623 64 0.0 36.0 12.0 0 3 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4969 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 12.00 3.00 0 0 1 2 3 4 5 6 0 YES No 120 61.00 5.00 0 RT TH LT 218 45 190 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 937 YES YES NO NO 30 34.00 5.00 0 RT TH LT 166 924 93 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3408 1770 9 3 0 0 0 0 1 2 -3 7 8 -9 4 5 6 11 10 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 168 21 120 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.83 0.83 0.83 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1457 1352 NONE NONE 0.00 1 0.0 2 Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 19:01!59 SIGNAL97/TEAPAC(Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 16th St. Degree of Saturation (v/c) 0.54 Vehicle Delay 24.6 Level of Service C+ ------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 **/** ------------------------------------- 1 + 1+++ I AI 1 + /I\ I +> 1<+ + +> 1 <++++I I I I v 1 ++++1 I I IA I++++ v 1 North 1 <+ I <+ + +>1++++> I l 1 + I +++ 1++++ 1 ( + ( +++1 v I ------------------------------------- ( G/C=0.100 1 G/C=0.508 1 G/C=0.283 I 1 G= 12.0" 1 G= 61.0" i G= 34.0" I I Y+R= 3.0" l Y+R= 5.0" I Y+R= 5.0" I 1 OFF= 0.0`b 1 OFF=12.5% i OFF=67.5% I ------------------------------------- C=120 sec G=107.0 sec = 89.2% Y=13.0 sec = 10.8% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- I Lane !Width/1 g/C I Service Ratel Adj I I RCM I L 190% Masl I Group I Lanesl Reqd Used I @C (vph) @E !Volume! v/c I Delay I S I Queue I ------------------------------------------------------------------------------- SB Approach 12.9 B+ - - ------------------------------------------------------- 1 TH+RT1 36/3 10.301 10.508 1 2469 1 2526 1 731 10.289 1 13.1 1 B+1 202 ftl I LT 1 12/1 10.000 10.100 1 276 1 325 1 68 10.209 1 11.1 1 B+1 40 ftl ------------------------------------------------------------------------------- NB Approach 18.3 B --------------------------------------------- I TH+RT1 24/2 10.412 10.508 1 1659 1 1732 1 1197 10.691 1 19.1 1 B 1 496 ftl I LT 1 12/1 10.000 10.100 1 468 1 508 ( 102 10.201 1 8.2 1 A 1 60 ftl ------------------------------------------------------------------------------- WB Approach 49.7 D -------------------------------------------------- I RT 1 12/1 10.323 10.283 1 147 1 387 I 251 10.631 1 40.7 1 D+1 303 ftl I TH 1 12/1 10.248 10.283 1 201 1 525 1 52 10.098 1 31.8 1 C 1 63 ftl 1 LT 1 12/1 10.377 10.283 1 89 1 238 1 218 10.855 1 64.3 1 E+1 264 ftl ------------------------------------------------------------------------------- EB Approach 36.9 D+ I TH+RT1 12/1 10.308 10.283 1 154 I 403 l 227 10.550 1 38.1 1 D+1 274 ftl I LT 1 12/1 10.285 10.283 1 141 1 370 l 145 10.380 1 35.2 1 D+1 175 ftl SJ- 627 '11 Jackson Memorial Hospita North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project SIGNAL97/TRAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 20th St. 04/06/99 09:25:05 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 106 387 105 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.86 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3353 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 185 612 155 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3337 1770 RT TH LT 141 1031 226 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 3539 1770 0 0 YES YES YES YES NO NO NO NO 120 120 30 14.00 44.00 10.00 35.00 4.00 5.00 3.00 5.00 0 0 0 0 0 1 9 3 0 0 0 0 2 1 2 -3 7 8 -9 3 12 6 0 0 0 0 4 4 5 -6 11 10 -12 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 124 501 233 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3367 1.770 NONE NONE 0.00 1 0.0 2 00J-- 827 Q Jackson Memorial Hospital North Parking Garage 04J06/99 Future PM Peak Hour Traffic Conditions w/o Project 09:24:42 SIGNAL97/TEAPAC(Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. ® NW 20th St. Degree of Saturation (v/c) 0.76 Vehicle Delay 46.7 Level of Service D Sq 0 1--Phase l l -Phase 2 -l- Phase 3 l--Phase-4--1 */* --------------------------------- - + + + + + + + + ++++ v ^ ^ ++++ ++++ ++++ v ++++ v North <+ <+ + +> ++++> i + + + + ++++ + + + + v - G/C=0.117 G/C 0.367 G/C=0.083 G/C=0.292 G= 14.0" G= 44.0" G= 10.0" G= 35.0" Y+R= 4.0" Y+R= 5.0" Y+R= 3.0" Y+R= 5.0" OFF= 0.0% OFF=15.0% OFF=55.8% OFF=66.7% C=120 sec - G=103.0 sec = 85.8% Y=17.0 sec = 14.2% Pod= 0.0 sec = 0.0% ----- Lane ---------------------- g/C --------- Service ---- Ratel -------- Adj I -------------- I HCM ---- --------- Max Ip JWidth/Iq I Volume-- --L-110* v/c---Delay S Queue SB Approach ------------------------------ ------------------- 24/2 0.315 .367 921 573 28 LT +RT` 12/1 I0.066 100.117 I 185 11258 122 100:466455 I 22.9 I-C+I-398-ftl ----------------------------------------------------------------- NB Approach 36.6 + - --==RT-=-==12/1 0.301 10.367 - 329==-=516 - 157-0.304====26.7---C+--168 ft TH 24/2 0.394 0.367 980 1298 1146 0.883 42.0 D+ 612 ft ----LT-----12/1--0_053-----------117 384----448----251--O.560 --------18-4B ------------ WB Approach 53.7 D - TH+RTl 24/2 0.372 439 973 __916 I0.941 58.1 S+I 547 ftl LT 112/1 I0.073 10.292 0.083 I 196 I 264 178 0.664 31.1 C 175 ft ------------------------------------------------------------------ EB Approach 70.3 E - ====TH+RT 24/2 -0.325 0.292-===444=--=982==--665 I 39.4 I D+I397 ftl ILT 112/1 I0.165 10.083 140 200 ` 248 10.677 1.187 153.1 F 218 ftl 09- 82"7 E ] Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions W/o Project SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - N. Riv. Dr./ 14 Ave./12 St. 04/05/99 196.03:52 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 88 152 17 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.82 0.82 0.82 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 1863 1272 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 33 358 8 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1641 0 RT TH LT 23 85 221 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1792 1770 0 0 YES YES YES YES NO NO NO NO 88 88 30 8.00 33.00 36.00 3.00 4.00 4.00 0 0 0 0 1 7 8 9 0 0 0 2 1 2 3 7 8 -9 3 4 5 6 11 10 12 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 198 219 0 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.74 0.74 0.74 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 1863 0 NONE NONE 0.00 1 0.0 2 C`. CID Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 19:04:01 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - N. Riv. Dr./ 14 Ave./12 St. Degree of Saturation (v/c) 0.41 Vehicle Delay 18.5 Level of Service B ------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 **/** ------------------------------------- i 1+++ 1 A I /I\ I 1<+ + +> 1 <++++i v 1 A ++++1 ! I A j A 1++++ v I North I <+ + +>I <+ + +>1++++> 1 v 1 ------------------------------------- 1 G/C=0.091 i G/C=0.375 1 G/C=0.409 1 G= 8.0" 1 G= 33.0" 1 G= 36.0" 1 1 Y+R= 3.0" 1 Y+R= 4.0" 1 Y+R= 4.0" 1 1 OFF= 0.0% i OFF=12.5% 1 OFF=54.5% 1 ------------------------------------- C= 88 sec G= 77.0 sec = 87.5% Y=11.0 sec = 12.5% Ped= 0.0 sec = 0.0% ---------------------------------------------------------- 1 Lane--- width/I ---- g/C I Service Rate Adj I I HCM 1 L 190% Max I Group 1 Lanesl Reqd Used I @C (vph) @E (Volumel v/c I Delay I S I Queue 1 -------------------------------------------------------------------------- SB Approach 19.6 B 1-RT---1-12/1 10.186 10.375 1 -457 1 577-1 107 10.185-i -19.2 1 B 1 83 ftl i TH 1 12/1 10.207 10.375 1 572 1 699 1 185 10.265 1 20.0 1 C+1 143 ftl I LT 1 12/1 10.135 10.375 1 361 1 474 1 21 10.044 1 17.7 1 B 1 25 ftl -------------------------------------------------------- •------------------- NB Approach 12.7 B+ 1---TH+RT1 12/1-10.181 10.500-1 817 1 -$97-1 1.22 10.136 1 12.1 1 B+1 -75 ftl 1 LT 1 12/1 10.000 10.091 1 514 1 577 1 248 10.430 1 13.0 1 B+1 150 ftl ------------------------------------------------------------------------------ wB Approach 22.5 C+ ------------------------------------------------- -------------------- --------------------------------------------------- ILT+TH+RTI 12/1 10.324 10.409 1 581 1 672 1 420 10.625 1 22.5 1 C+1 307 ftl ------------------------------------------------------------------------------- EB Approach 18.8 B -------------------------------------------------- ---------------------- --------------------------------------------------- I RT 1 12/1 10.252 10.409 1 541 1 630 1 268 10.425 1 19.1 1 B 1 196 ftl i TH 1 12/1 10.234 10.409 1 667 1 762 1 296 10.388 1 18.6 1 B 1 216 ftl Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project 04/05/99 19:05:09 SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - N. River Dr. @ NW 13th Terr. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB GRADES 0.0 0.0 NB EB PEDLEVELS LOW LOW 0.0 0.0 PARKINGSIDES NOS LOW LOW 20 20 PARKVOLUMES NONE NONE NONE BUSVOLUMES 0 20 20 0 RIGHTTURNONREDS 0 0 0 0 0 0 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 1369 0 0 7 730 4 7 2 6 2 298 294 WIDTHS 24.0 0.0 0.0 0.0 24.0 0.0 0.0 12.0 0.0 0.0 24.0 12.0 LANES 2 0 0 0 2 UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.93 0.93 0.93 0.86 0.86 0.86 0.71 0.71 0.71 0.89 0.89 0.89 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES NO NO NO YES YES YES NO NO YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.0 MINIMUMS 7.0 7.0 7.0 16.0 16.0 16.0 7.0 7.0 7.0 16.0 16.0 5.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM SATURATIONFLOWS 2709 0 0 0 3366 0 0 1289 0 0 3535 1770 Phasing Parameters t SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS 19 PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES YES 127 18.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 127 40.00 6.00 0 YES YES NO NO 30 7.00 43.00 5.00 5.00 0 0 10 11 12 1 0 0 4 5 6 10 11 -12 7 8 9 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME NONE NONE 0.00 1 0.0 2 Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 19:05:16 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - N. River Dr. @ NW 13th Terr. Degree of Saturation (v/c) 0.87 Vehicle Delay 57.8 Level of Service E+ ------------------------------------------ Sq 0 1 Phase 1 I Phase-2-,1--Phase 3 1 Phase 4 1 **/**-------------------- -------- ------------- I+ I A I /I\ I<+ I ++++I I + I I <++++1 I<+ I v 1 AI I North 1++++> 1++++> 1 <+ + +>I I I I++++ 1++++ 1 + + + I v ! v 1 + + + 1 ------------------------------------------------ I i G/C=0.142 i G/C=0.315 I G/C=0.055 G C-0 339 1 G= 18.0" 1 G= 40.0" " G= 41 l Y+R= 3.0" l Y+R= 6.0" l Y+R= 5.0" l Y+R=5.0" I I OFF= 0.0% I OFF=16.5% I OFF=52.8% I OFF=62.2% 1 -------------------------------------------- C=127 sec G=108.0 sec = 85.0% Y=19.0 sec = 15.0% Ped= 0.0 sec = 0.0% ----------------------------------------- ---------------------- 1 Lane (Width/I g/C I Service Ratel Adj I I Group I Lanesl Reqd Used h I HCM I L I90� Hax1 I @c (vp ) @.E Ivolumel v/c I Delay ( s 1 Queue 1 ---------------------------------------- SB Approach ---- RT-------------------------------------------------------------- ------------------------------------------ --------------------- -----_---1-24/2 10.582 10.520 1 1258 1 1408 1 1472 11.045 1 67.3 1 E+l 631 ftl ------------------------------------------ NB Approach ----------------_--------------___ 60.0 E+ ILT+TH+RTI-12/1-10_264-10�055- -________ 111481____ 2110.296 1 60.0 1 E+1--35-ftl ------------------------ WB Approach ------------------------ ------------------------ ---------- _-T+TH+RTI 24/2 10.385 10.315 1 410 1 1060 1 862 10.813 1 46.9 1 D 1 527 ftl ----------------------------------------- EB Approach ---------------- 51.0 D 1 TH+RTI 24/2 10.302 10.480 1 1456 11698 I 337 10.198 ( 19•2 I B 1 156 ftl I LT 1 12/1 10.209 10.142 1 246 1 327 1 330 10.997 i 83.5 1 F 1 362 ftl --------------------------------------- NNN Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project SIGNAL97/TEAPAC[Ver. 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0, 0 Approach Parameters 1 - N. River Dr. @ NW 17th Ave. 04/05/99 19:05:55 APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS SB 0.0 LOW NONE 20 0 0 WB 0.0 LOW NONE 20 0 0 NB 0.0 LOW NONE 20 0 0 EB 0.0 LOW NONE 20 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES TILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 8 558 40 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1858 1770 Phasing Parameters RT TH LT 40 216 0 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1630 0 RT TH LT 257 588 189 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 4 4 3 NO NO YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 3539 1770 SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 110 110 30 GREENTIMES 6.00 53.00 38.00 YELLOWTIMES 3.00 5.00 5.00 CRITICALS 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 3 9 0 0 PHASEMOVEMENTS 2 1 2 -3 7 0 0 3 4 5 10 11 8 12 -9 IrPHASEMOVEMENTS PHASEMOVEMENTS 4 0 0 0 0 0 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 216 125 27 12.0 24.0 0.0 1 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 4.0 4.0 3.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM DOPT 1539 3084 0 NONE NONE 0.00 1 0.0 2 OF i �.• .T^m'FtV. SNY. Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 19t0602 SIGNAL97/TEAPAC[Ver 1.00) - Capacity Analysis Summary Intersection Averages for Int # 1 - N. River Dr. @ NW 17th Ave. Degree of Saturation (v/c) 0.47 Vehicle Delay 20.6 Level of Service C+ ------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 irtt/** ------------------------------------- 1 + 1+++ ! A1 1 + A \ l +> 1<+ + +> 1 <++++1 v ^ I I I North <+ 1 <+ + +>1++++> 1 l l + 1 +++ 1++++ 1 1 + l +++ l v 1 ------------------------------------- 1 G/C=0.055 G/C=0.482 l G/C=0.345 l G= 6.0" 1 G= 53.0" G= 38.0" 1 1 Y+R= 3.0" 1 Y+R= 5.0" 1 Y+R= 5.0" 1 1 OFF= 0.0% i OFF= 8.2% l OFF=60.9% 1 ------------------------------------- C=110 sea G= 97.0 sec = $8.2% Y=13.0 sec = 11.8% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- 1 Lane !Width/l g/C l Service Ratel Adj l l HCM 1 L 190% Maul 1 Group 1 Lanes! Reqd Used ------------------------------------------------------------------------------- 1 @C (vph) @E 1Volumel v/c 1 Delay 1 S i Queue 1 SB Approach 21.1 C+ ! TH+RT1 12/1 10.407 10.482 1 810 1 895 1 616 10.688 1 21.8 1 C+1 494 ftl 1 LT 1 12/1 10.000 10.055 ------------------------------------------------------------------------------- 1 378 1 437 1 43 10.098 1 10.4 1 B+1 28 ftl NB Approach 15.5 B 1 RT 1 12/1 10.316 10.482 1 657 1 742 1 273 10.368 1 15.6 1 B 1 219 ftl 1 TH 1 24/2 10.298 10.482 1 1627 1 1705 1 626 10.367 1 14.8 1 B+1 251 ftl ! LT 1 12/1 10.022 10.055 ------------------------------------------------------------------------------- 1 278 1 340 1 201 10.591 1 17.3 1 B 1 130 ftl WB Approach 29.6 C ------------ - 1 TH+RT1 12/1 10.300 10.345 ------------------------------------------------------------------------------- - ----------------------------- 1 395 1 563 1 294 10.522 1 29.6 1 C 1 298 ftl EB Approach 27.1 C+ l�- RT^--1-12/1 10.284 10.345 1 371 1 532 1 243 10.457 1 28.6 1 C 1 246 ftl 1LT+TH 1 24/2-10.227 10.345 1 799 1 1059 1 170 10.161 1 25.0 1 C+1 86 ftl ------------------------------------------------------------------------------- S9- 82' Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 13th Ct. @ NW 14th St. 04/05/99 19:07:07 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MOVER MODER PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES ' UTILIZATIONS TRUCRPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 0 0 0 0.0 0.0 0.0 0 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.50 0.50 0.50 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 0 0 Phasing Parameters RT . TH LT 0 1125 119 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.79 0.79 0.79 3 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3539 1770 RT TH LT 175 0 56 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.78 0.78 0.78 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1141 0 SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 90 90 30 GREENTIMES 8.00 46.00 25.00 YELLOWTIMES 3.00 4.00 4.00 CRITICALS 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 6 5 0 0 0 0 PHASEMOVEMENTS 2 11 10 5 -6 0 0 PHASEMOVEMENTS 3 9 7 0 0 0 0 Up PHASEMOVEMENTS 4 0 0 0 0 0 0 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 47 382 0 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.74 0.74 0.74 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3445 0 NONE NONE 0.00 1 0.0 2 00J- 827 C ��43W 1 Jackson Memorial Hospital North Parking Garage 04/05/99 Future PM Peak Hour Traffic Conditions w/o Project 19:25:43 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 13th Ct. @ NW 14th St. Degree of Saturation (v/c) 0.56 Vehicle Delay 11.4 Level of Service B+ ------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 rr*/* ------------------------------------- i 1 I I i I I i i1� I <++++I <++++I 1 I I ++++1 ++++I I I I v I v I i North I 1++++> I <+ +>I I I 1++++ I + + I I I v I + + I ------------------------------------- 1 G/C=0.089 I G/C=0.511 I G/C=0.278 I G= 8.0" I G= 46.0" I G= 25.0" 1 Y+R= 3.0" 1 Y+R= 4.0" I Y+R= 4.0" 1 1 OFF= 0.0% I OFF=12.2% 1 OFF=67.8% I ------------------------------------- C= 90 sec G= 79.O sec = 87.8% Y=11.0 sec = 12.2% Ped= 0.0 sec = 0.0% -------------------------------------------------------------------------------- I Lane IWidth/ I g/C I Service Rate Adj I I HCM I L 190% Max1 Group I Lanes Reqd Used I @C (vph) @E IVolumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- NB Approach 40.2 D+ ILT+TH+RTI 12/1 10.340 10.322 1�273 1^ 368 1 296 10.804 1 40.2 1 D+1 254 ftl ------------------------------------------------------------------------------- WB Approach 6.4 A I TH 1 24/2 10.425 10.633 1r2242 1 2242 1 1424 10.635 1 6.3 1 A 1 330 ft1 I LT 1 12/1 10.000 10.089 1 512 1 549 1 151 10.275 1 6.8 1 A 1 68 ftl ------------------------------------------------------------------•------------- EB Approach 10.2 B+ I TH+RT1 24/2 10.248 10.511 1 1739�1 1760 1 580 10.330 1 10.2 1 B+1 179 ftl ------------------------------------------------------------------------------- 009- 827 Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/o Project Existing Cycle Length and Phasing SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 14th Ave. @ NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB GRADES 0.0 0'0 NB PEDLEVELS MODER MODER 0.0 PARKINGSIDES NONE NONE MO DER PARKVOLUMES 20 NONE BUSVOLUMES 0 20 20 RIGHTTUItNONREDS 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 314 178 164 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.84 0.84 0.84 3 3 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOV 14ENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 223 88 829 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM DOPT 0 1500 1770 RT TH LT 44 116 14 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.67 0.67 0.67 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1737 1165 0 0 YES YES YES YES NO NO NO NO 121 121 30 6.00 27.00 -18.00 51.00 4.00 5.00 5.00 5.00 0 0 0 0 0 1 1 2 3 0 0 0 2 1 2 -3 7 8 9 3 10 11 12 0 0 0 4 4 5 6 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME 06/28/99 16:36:51 EB 0.0 MODER NONE 20 0 0 RT TH LT 16 169 63 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.79 0.79 0.79 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3440 0 NONE NONE 0.00 1 0.0 2 0J- 8217 ART -PLAN 3.1 Arterial Level of Service Estimating Software Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation February 1999 DESCRIPTION Road Name [Bob Hope Rd. FromWNW14th-SLt.Tot.Peak DirectiondOff-Peak Direction ndStudy Time Period clusive Ped,Analysis Date Notes _User nditions w/o TRAFFIC CHARACTERISTICS AADT K Factor D Factor Peak Hour Factor Adj. Saturation Flow Rate % Turns from Exclusive Lanes ROADWAY CHARACTERISTICS # Through Lanes Peak Direction # Through Lanes Off -Peak Direction Urbanized, Transitioning/Urban, or Rural Arterial Class Class 1 (R) Class 1 (U or T) Class 2 (U or T) Class 3 (U or T) Class 4 (U only SIGNALIZATION CHARACTERISTICS 1,850 21 g3 2 2 U 35 (40 35 or it Free Flow Speed of 55, 50, 45, 40 or 35 55, 50, or 45 45, 40 or 35 40, 35, or 30 35. 30 or 25 Arrival Type Peak Direction 4 (1,2,3,4,5,6) Arrival Type Off -Peak Direction 4 Type Signal System S P=Prebmed.A=Actuated.s=semiamated System Cycle Length 100 Weighted Through Movement g/C 0.49 C 99- 827 C] Northbound PEAK DIRECTION SPECIFIC INPUTS Bob Hope Rd. Segment AAD1 Peak Hour Cycle Effective Distance (Enter 1 if Volume % Turns Length g/C between unavailable, (May be over- from at at Signals Segment 0 If segment written If direct Exclusive Number Signals Signals (Enter In Length Arrival Segment is unused) measure avail.) Lanes of Lanes 2.10 2.10 Miles or Feet) (FT) Type 650.00 650 4 725.00 725 W6-7_0 W 350.00 350 4 qW 1050.00 1,050 3 7-8 0 8-9 0 9-10 0 PEAK DIRECTION RESULTS Northbound E-Bob Hope Rd. , Through Movement Intersection Arterial Control Approach Speed Segment Segment From To Flow Rate v/c Ratio Delay LOS (MPH) LOS 1-2 NW 14th SG NW 15th St. 390 0.24 15.2 B 15.2 D 2-3 NW 15th Sc NW nth St. 479 0.37 23.7 C 12.6 E 3-4 NW nth SL NW leth St. 607 0.53 29.5 C 6.4 F 4-5 NW lea, St. NW 20th Si 517 0.85 39.6 D 11.3 E 5-6 6-7 7-8 89 9-10 Section Length: Arterial Speed: 11.2 mph 0.6256 Mile(s) LOS: E Southbound OFF-PEAK DIRECTION'S SPECIFIC INPUTS % Turns Cycle Effective from Length g/C Segment Peak Hour Exclusive Number at Signals at Signals Length Arrival Segment Volume Lanes of Lanes 9-1 9-1 (FT) Type 10-9 9-8 8-7 7-6 6-5 5-4 4-3 445 10 2 100 0.31 1.050 4 3-2 528 10 2 100 0.35 350 4 2-1 1 2 100 0.44 725 4 843 843 66 1 96 0.21 650 3 OFF-PEAK DIRECTION RESULTS Southbound Through Bob Hope Rd. Movement Intersection Arterial Segment From To Flow Rate v/c Ratio Control Delay Approach LOS Speed Segment 10-9 (MPH) LOS 9-8 8-7 7-6 0NW20thSt.=11.NW464 6-5 54 0.40 27.5 C 14.6 D 4-3 NW zath St. INW 17th SL 551 0.43 24.4 C 7.5 F 3-2 NW 17th St. NW 15th St. 843 0.52 18.3 B 14.6 D 2-1 1 Nw 15th sl Nw 14th st-1 332 0.85 54.6 D 6.4 F Section Length: Arterial Speed = 10.2 mph 0.5256 mile(s) LOS = E 99- 82 0 ART -PLAIN 3.1 Arterial Level of Service Estimating Software Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation DESCRIPTION Road Name From To Peak Direction Off -Peak Direction Study Time Period Analysis Date User Notes TRAFFIC CHARACTERISTICS I AADT K Factor D Factor Peak Hour Factor Adj. Saturation Flow Rate % Turns from Exclusive Lanes ROADWAY CHARACTERISTICS # Through Lanes Peak Direction # Through Lanes Off -Peak Direction Urbanized, Transitioning/Urban, or Rural Arterial Class Class 1 (R) Class 1 (U or T) Class 2 (U or T) Class 3 W or T) SIGNALIZATION CHARACTERISTICS NW 12th Ave NW 11th St. NW 20th H Northbound Southbound PM - Optimized 03/31/99 Future Conditions w/o 0. 2 2 55, 50, 45, 40 or 35 65, 60, or 45 45, 40 or 35 40, 35, or 30 35, 30 or 25 Arrival Type Peak Direction E-4 (1,2,3 4 5 6) Arrival Type Off -Peak DirectionType Signal System P=Pretimed,A=Actuated.s=semiactuated System Cycle LengthWeighted Through Movement g/C 09- 827 E7 H Q. Northbound PEAK DIRECTION SPECIFIC INPUTS NW 12th Ave Segment 1-2 2-3 3-4 Segment AAD1 Peak Hour (Enter 1 If Volume % Turns unavailable, (May be over- from 0 if segment written if direct Exclusive is unused) measure avait.) Lanes 1 742 8 1 1,296 33 _ 1 1,286 7 Number of Lanes 2 2 2 Cycle Length at Signals 2-10 Effective g/C at Signals 2-10 .56 .37 .63 Distance between Signals (Enter In Miles or Feet) 650.00 725.00 625.00 Segment Length (FT) 650 725 625 Arrival Type 4 4 4 4-5 5-6 6-7 1 1 0 1,183 1,398 7 26 2 2 .51 V1200.37 400.00 1625.00 400 1,625 4 4 7-8 0 A8-9 0 9-10 0 FEAK DIRECTION RESULTS Northbound NW 12th Ave Through Movement Intersection Arterial Control Approach Speed Segment Segment From To Flow Rate v/c Ratio Delay LOS (MPH) LOS 1-2 W 12th St. 710 0.34 9.9 A 18.4 D 2-3 W 14th St. 903 0.66 31.5 C 10.4 F 3-4 W 1500 elk. 1243 0.53 6.8 A 20.4 D 4-5 W 16th St. W2Mh 1144 0.61 16.9 B 10.6 F 5-6 20th SL 1075 0.79 34.6 C 15.7 E 6-7 7-8 8-9 9-101 Section Length: Arterial Speed: 14.6 mph J 0.7623 Miles LOS: E Southbound OFF-PEAK DIRECTION'S SPECIFIC INPUTS 9S Tums Cycle Effective from Length g/C Segment Peak Hour Exclusive Number at Signals at Signals Length Arrival Segment Volume Lanes of Lanes 9-1 9-t (FT) Type 10-9 9-8 8-7 7-6 6 5 5-4 751 9 3 120 0.51 1,625 4 4-3 935 1,162 3 61 2 120 0.48 400 4 3-2 1,989 0EE2 3 120 0.23 625 4 2-1 1,081 6 _ 120 0.49 725 4 120 0.54 650 4 OFF-PEAK DIRECTION RESULTS Southbound NW 12th Ave Through Movement Intersection Arterial Segment From To Flow Rate Control Approach Speed Segment 10-9 v/c Ratio Delay LOS (MPH) LOS 9-8 8-7Q .NW 16th SL 710 0.25 12.6 B 24.3 C 5-4 NW 1500 Blk. 943 0.53 18.5 B 10.0 F 4-3 NW 14thSt. 1,135 0.89 52.9 D 6.4 F 3-2 w 12ttt St. 2,068 0.76 20.2 C 13.6 E 2-1 W llth St. 1.056 0.53 13.0 B 16.2 E Section Length: Arterial Speed = 13.5 mph 0.7623 miles LOS = E Z)9� 8411 E H APPENDIX E Future Level of Service Calculations with the Project 29- 827 €7 C Jackson Memorial Hospitallorth Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 17:55:11 SBRT Overlap Optimized (w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int #k METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - Bob Hope Rd. @ NW 14th St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 845 365 39 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.96 0.96 0.96 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 1281 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEME1TS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 279 246 39 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.98 0.98 0.98 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3078 1770 RT TH LT 11 75 39 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.81 0.81 0.81 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1803 577 0 0 YES YES YES YES NO NO NO NO 96 96 30 5.00 12.00 16.00 30.00 3.00 3.00 5.00 5.00 0 0 0 0 0 1 12 6 1 0 0 0 2 1 10 11 12 0 0 3 4 5 -6 10 11 -12 4 1 2 3 7 8 9 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 124 173 257 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.83 0.83 0.83 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3177 1770 NONE NONE 0.00 1 17.0 4 0 Jackson Memorial HospitaNkorth Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 17:54:16 SBRT Overlap Optimized (w/ Exclusive Ped Phase) SIGNAL97/TEAPACCVer 1.001 - Capacity Analysis Summary Intersection Averages for Int 4 1 - Bob Hope Rd. @ NW 14th St. Degree of Saturation (v/c) 0.80 Vehicle Delay 57.3 Level of Service E+ ------------------------------------------------- Sq 0 1 Phase I I Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------------- I! + + I I ! I /1\ 1<+ 1<+ 1 <++++1<+ + +> 1 ! I ++++1A 1A ++++I v I I I++++ v 1++++ 1++++ v 1 AI North 1 I++++> I++++> 1 <+ + +>1 I I 1++++ 1++++ 1 +++ 1 I I v I v I+++I ------------------------------------------------- 1 G/C=0.052 I G/C=0.125 i G/C=0.167 I G/C=0.313 i G= 5.0" 1 G= 12.0" I G= 16.0" 1 G= 30.0" l l Y+R= 3.0" I Y+R= 3.0" l Y+R= 5.0" i Y+R= 5.0" I 1 OFF= O.o% 1 orr= 8.3% 1 OFF=24.0% l OFF=45.8% 1 ------------------------------------------------- C= 96 sec G= 63.0 sec = 65.6% Y=16.0 sec = 16.7% Ped=17.0 sec = 17.7% ------------------------------------------------------------------------------- I Lane (Width/I g/C I Service Ratel Adj I I HCM I L 190% Masi I Group I Lanesl Reqd Used ------------------------------------------------------------------------------- I @C (vph) @E (Volume! v/c I Delay I S I Queue I SB Approach 64.4 E+ I RT 1 12/1 10.655 10.573 ---------------------------------- 1 745 1 805 1 880 11.093 1 80.7 1 F 1 507 ftI I TH 1 12/1 10.287 10.313 1 437 1 582 1 380 10.653 1 31.1 1 C 1 353 ftl I LT 1 12/1 10.165 10.313 ------------------------------------------------------------------------------- 1 285 1 400 1 41 10.102 1 23.6 1 C+1 38 £tI NB Approach 24.7 C+ ------------------------------------------------------------------ I TH+RT1 12/1 10.179 10.313 1 421 1 563 1 107 10.190 --- 1 24.3 1 C+1 99 ftl I LT 1 12/1 10.208 10.313 ------------------------------------------------------------------------------- 1 113 1 168 1 48 10.267 1 25.5 1 C+1 45 fti WB Approach 87.5 F ---------------------------------------------------- I TH+RT1 24/2 10.269 10.167 1 87 1 513 1 536 11.045 1 91.9 1 F 1 301 ftl I LT 1 12/1 10.000 10.052 ------------------------------------------------------------------------------- 1 172 1 272 1 40 10.143 1 28.6 1 C I 41 ftl EB Approach 25.1 C+ ---------------------------------------------------- I TH+RTI 24/2 10.225 10.323 1 816 1 1026 1 357 10.348 1 24.9 1 C+1 163 ftl I LT 1 12/1 10.173 10.208 1 373 1 447 1 310 10.694 1 25.2 1 C+1 240 ftl ------------------------------------------------------------------------------- �J- Jackson Memorial Hospit orth Parking Garage Future PM Peak Hour Traffic Conditions to/Project ('w/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - Bob Hope Rd. @ NW 15th St. 06/25/99 18:31:26 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCEN'PS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 32 1099 11 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3506 735 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 100 44.00 5.00 0 0 1 2 3 4 5 6 0 YES NO 100 24.00 5.00 0 RT TH LT 52 7 128 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1138 0 YES YES NO NO 30 RT TH LT 44 520 16 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3466 426 1 2 3 7 8 9 4 5 6 10 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 46 3 92 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1171 0 NONE NONE 0.00 1 22.0 1 9 9 - 827 Jackson Memorial Hospit .North Parking Garage 06/25/09 Future PM Peak Hour Traffic Conditions W/Project 18:31:33 ('W/ Exclusive Ped Phase) SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 15th St. Degree of Saturation (v/c) 0.65 Vehicle Delay 25.4 Level of Service C+ ------------- Sq 0 1 Phase 1 1 Phase 2 1 /** -------------------------- I . I A i + + + I /j\ I<+ + +> 1 <++++1 I I v I ^ ++++1 I IA i++++ v 1 North 1 <+ + +>1++++> 1 1 +++1 v I ------------------------- 1 G/C=0.440 1 G/C=0.240 1 I G= 44.0" 1 G= 24.0" 1 l Y+R= 5.0" l Y+R= 5.0" 1 i OFF= 0.0% 1 OFF=71.0% 1 ------------------------- C=100 sec G= 68.0 sec = 68.0% Y=10.0 sec = 10.0% Ped=22.0 sec = 22.0% -------------------------------------------------------------- 1 Lane (Width/I g/C I IV'1 Service Ratel Adj I I HCM I L 190% Maxj Group I Lanesl Reqd Used I ------------------------------------------------------------------------------± @C (vph) @E 1Volumel v/c I Delay I S I Queue SB Approach _ 24.7 C+ I TH+RT1 24/2 10.391 10.440 1 1452 1 1546 1 1230 10.796 1 24.8 1 C+1 484 ftl I LT 1 12/1 10.188 10.440 1 ------------------------------------------------------------------------- 207 1 298 1 12 10.040 1 16.2 1 B 1 25 ftl NB Approach 17.3 B LHT+RTI 24/2 10.281 10.440 1 1434 1 1528 1 633 10.414 1 17.1 1 B 1 249 ftl 112/1 10.295 10.440 1 -----T - --------------------------------------------------------------- 39 1 72 1 18 10.207 1 22.6 1 C+1 25 ftl WB Approach____ 49.6 D 114512621215- ILT+TH+RTI12/110_ - 29310_240- -- - - - -- - -- 10.788149.81D1230ftl - -- - - - - - EB Approach 31.8 C I RT ( 12/1 10.183 10.240 1 ILT+TH 1 12/1 10.215 10.240 1 ----------------------------------------------- 183 1 149 329 1 51 10.151 1 30.2 1 C 1 54 ftI -------------------------------------------------------- 1 270 1 105 10.374 1 32.6 1 C 1 112 ftI 11 99- 827 11 Jackson Memorial Hospi ��'°' North Parking Garage 06 29 99 Future PM Peak Hour Traffic Conditions W/Project 15/22:06 SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - Bob Hope Rd. @ NW 17th St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 107 772 55 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3433 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 76 93 126 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1657 1770 RT TH LT 66 474 137 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3434 1770 0 0 YES YES YES YES NO NO NO NO 100 100 30 8.00 35.00 11.00 30.00 3.00 5.00 3.00 5.00 0 0 0 0 0 1 3 9 0 0 0 0 2 1 2 -3 7 8 -9 3 12 6 0 0 0 0 4 4 5 -6 10 11 -12 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 272 101 181 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1530 1770 NONE NONE 0.00 1 0.0 2 0�- 827 x<< ' �j�m Jackson Memorial nos rth Garage Future econditions gw/Project PM Peak Hour Traffic 06/29/99 15:21:58 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int Degree of Saturation # 1 - Bob Hope Rd. @ NW 17th St. (v/c) 0.67 Vehicle Delay 33.9 --------------------- Level of Service C Sq 01 Phase 1 I Phase 2 ------+ ---------------- 1 Phase 3 1 Phase 4 1 + ------------------------ +> 1 <+ + +> [ I[ v " I ^ ++++I ^ <++++i North <+ I [++++ v [++++ V+++ I + l [ +++i --- - I � I _ I G/C=0.080 I G/C=0.350 I G= 8.0" _ _ __ ___ J G/C=0.110 l/C .300 I I G= 35.0" I G= 11.0" [ G=30.0" I [OFF-0_0% - -l OFF=11.0% J OFF=51.0% [ OFF=65.0% [ C=100 sec G= 84.0 sec - 84.0% Y=16.0 sec = 16.0% Ped= 0.0 ------------ sec = 0.0% -------- ------------------------------- [ Lane [Width/1 g/ I I Group I Lanesl Reqd CUsed I ----------------- Service Rate) Ad' 3 1 @C I I L I90% ----------------- (vph) @E lvolumel v/c DHCMelay 1 Delay J s l 4ueue i Queue I SB Approach _ 32.8 C I 24/2 10.345 0.350 I [ I LT 1 12/1 10.000 10.080 1 1002 1 1202 1 977 0.813 300 _ 33.9 ---- --- 1 C-I 446 ft1 ---------------------------------------------------l--------------- 1 362 1 61 10.169 1 15.0 1 B J 45 ftJ NB Approach ----------- ------------------------------------------------------------ 25.8 LT+RTI 24/2 10.276 10.350 1-1002 10.066 10.080 1 1 1202-1- 600 10.499 176 1 25.6 1 C+1 274 ftI --_-1_12/1 1 225 1 152 10.673 1 26.6 1 C+j Ill fti WB Approach ----------- ------------------------ -------------------------------------- 24.6 C+ I TH+RTI 12/1 10.225 300 . 0 I 1 ------ ____________ 344 l 497 1 i 10.047 10.110 1 l 189 10.380 l 253 1 313 28.1 1 C 1 186 ftI -- ---- 1 142 10.454 1 ---------------- 19.9 1 B 1 108 ftJ EB Approach -----_--- --------------------------------------------- 49.8 D TH+RTI 12/1 10.368 10.300 1 314 1 459 I LT 1 12/1 10.008 J0.110 ------___-_ 1 439 10.956 l 434 514 1 65.4 I E+J 432 ftI I 213 10.414 1 17.5 1 B 1 162 ftIAft 99-- 827 05,30 Jackson y 4 Memorial Hospat WNorth Parking Garage Future PM Peak Hour Traffic Conditions w/Project 06/25/99 (w/ Exclusive Pecs Phase) 18t32:28 SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - Bob Hope Rd. @ NW 18th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB GRADES 0.0 0'0 NB EB PEDLEVELS MOR 0.0 0.0 PARKINGSIDES NONE NONE ONE MODER MODER PARKVOLUMES 20 20 NONE NONE BUSVOLUMES 0 20 20 RIGHTTURNONREDS 0 0 0 0 0 0 0 Movement Parameters MOVLABELS VOLUMES RT TH LT 24 781 RT TH LT RT TH LT RT TH LT WIDTHS 46 0.0 24.0 12.0 134 0.0 4 33 12.0 12.0 42 0.0 610 31 24.0 LANES 0 2 1 0 1 12.0 0.0 12.0 o.0 UTILIZATIONS TRUCKPERCENTS 0.00 0.00 0.00 2.0 2.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PEAKHOURFACTORS 2.0 0.86 0.86 0.86 2.0 0.72 2.0 2.0 0.72 0.72 ARRIVALTYPES 4 4 3 3 0.96 0.96 0.96 0.72 0.72 0.72 ACTUATIONS NO NO NO YES 3 3 YES YES N4 REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 NO N3 YES YES YES MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 4.0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 FACTORS DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1900 1900 1.00 1.00 1900 1.00 1900 1900 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GROUPTYPES NORM NORM NORM 1.00 NORM 1.00 1.00 NORM NORM 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 0 3498 540 0 1420 NORM NORM NORM NORM NORM NORM 1018 0 3478 586 0 1046 0 Phasing Parameters SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO LEADLAGS NONE NONE CYCLES 100 100 30 OFFSET 0.00 1 GREENTIMES 31.00 37.00 PEDTIME 22.0 1 YELLOWTIMES 5.00 5.00 CRITICALS 0 0 EXCESS 0 PHASEMOVEMENTS 1 1 2 PHASEMOVEMENTS 2 4 3 7 8 9 PHASEMOVEMENTS 5 3 0 6 10 12 11 AOL PHASEMOVEMENTS 0 4 0 0 0 0 0 PHASEMOVEMENTS 0 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 0 0 0 0 59- 827 _' Jackson Memorial Hospit' North Parking Garage 06/25/99 Future PM Peak Hour Traffic Conditions w/Project 18:32:36 (w/ Exclusive Ped Phase) SIGNAi.97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 18th St. Degree of Saturation (v/c) 0.72 Vehicle Delay 37.0 Level of Service D+ - Sq 0 i Phase l i Phase 2 1 **/** ------------------------- i n /i\ i<+ + +> ! <++++i v ( ^ ^ ++++ v North <+ + +>i++++> + + + v ------------------------- i G/C=0.310 i G/C=0.370 G= 31.0" G= 37.0" Y+R= 5.0" Y+R= 5.0" OFF= 0.0% OFF=58.0% ------------------------- C=100 sec G= 68.0 sec = 68.0o Y=10.0 sec = 10.0% Ped=22.0 sec = 22.0% ------------------------------------------------------------------- i Lane jWidth/j g/C I iGroup i Lanesi Reqd Used Service Rate Adj I I HCM I L 190% Masi i -- ----------------------------------------------------------------------- @C (vph) @E iVolumei v/c i Delay i S i Queue i SB Approach 40.2 D+ i TH+RTi 24/2 10.332-10.310-1 815 i 1089 i 936 10.860 i 40.6 i D+i 454 fti i LT i 12/1 10.299 10.310 i ------------------------------------------------------------------------------ 60 i 131 i 53 10.358 i 33.4 i C i 51 fti NB Approach 32.2 C i TH+RTi-24/2 10.288 10.310 i 807-1 1080 i 679 10.629 i 31.7-1 C-i-329 fti i LT i 12/1 10.363 10.310 i -------------------------------------------------------------------------- 21 i 56 i 32 10.427 i 44.2 i D+i 31 fti WB Approach 22.9 C+ i TH+RTi 12/1 10.244 10.370 i 408 i 525 i 192 10.366 i 23.4 i C+i 170 fti i LT i 12/1 10.190 10.370 i ---------------------------------------------------•---------------- 280 i 377 i 46 10.122 i 20.9 i C+i 41 fti EB Approach 47.4 D iLT+TH+RTi 12/1 10.409 10.370 i ----------------------------------------------------------------- --------------------------------------------- 288 i 387 i 335 10.866 i 47.4 i D i 297 fti C S9- 827 Jackson Memorial Hospital North Parking Garage 06/30/99 Future PM Peak Hour Traffic Conditions w/Project 09:09:06 (w/ Optimized Phasing) SIGNAL97 TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS 1 - Bob Hope Rd. @ NW 20th St. SB WB NB EB 0.0 0.0 0.0 0.0 LOW LOW LOW LOW NONE NONE NONE NONE 20 20 20 20 0 0 0 0 0 0 0 0 RT TH LT 115 204 42 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1746 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 53 628 38 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3491 1770 RT TH LT 115 327 352 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORMS NORM 0 1778 1770 0 0 YES YES YES YES LEADLAGS NO NO NO NO OFFSET 90 90 30 PEDTIME 5.00 34.00 5.00 6.00 21.00 3.00 5.00 3.00 3.00 5.00 0 0 0 0 0 0 1 6 12 0 0 0 0 2 4 5 -6 10 11 -12 3 3 9 0 0 0 0 4 7 8 9 0 0 0 5 1 2 -3 7 8 -9 6 0 0 0 0 0 0 RT TH LT 250 656 88 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3424 1770 NONE NONE 0.00 1 0.0 2 C7 0ackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/Project (w/ Optimized Phasing) SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary 06/30/99 09s09s37 Intersection Averages for Int # 1 - Bob Hope Rd. @ NW 20th St. Degree of Saturation (v/c) 0.74 Vehicle Delay 34.1 Level of Service C ------------------------------------------------------------- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 Phase 5 1 **/** ------------------------------------------------------------- AI+ I I+++ I I I ++++1 + 1 l+++ 1 /I\ I I <++++I +> 1 I<+ + +> 1 I I A ++++IA ++++I 1 I v I v 1++++ v I IA I AI North 1 1++++> 1 <+ I <+ + +>1 <+ + +>1 1+ 1+++1 +++I I I v ! + 1 +++1 +++1 ------------------------------------------------------------- 1 G/C=0.056 1 G/C=0.378 I G/C=0.056 1 G/C=0.067 1 G/C=0.233 i 1 G= 5.0" 1 G= 34.0" 1 G= 5.0" 1 G= 6.0" 1 G= 21.0" 1 1 Y+R= 3.0" 1 Y+R= 5.0" l Y+R= 3.0" I Y+R= 3.0" 1 Y+R= 5.0" 1 I OFF= 0.0% 1 OFF= 8.9% l OFF=52.2% I OFF=61.1% 1 OFF=71.1% 1 ------------------------------------------------------------- C= 90 sec G= 71.0 sec = 78.9% Y=19.0 sec = 21.1% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- I Lane (Width/1 g/C I Service Ratel Adj I I HCM I L 190% Maxl I Group I Lanes Reqd Used I @C (vph) @E 1Volumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- SB Approach 46.7 D ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- I TH+RTI 12/1 10.276 10.233 1 267 1 407 1 350 10.860 1 49.9 1 D 1 339 ftI I LT 1 12/1 10.000 10.056 1 179 1 247 1 46 10.183 1 22.6 1 C+1 40 ft1 ------------------------------------------------------------------------------- NB Approach 49.8 D ------------------- - I TH+RT1 12/1 10.336 10.333 1 475 1 593 1 480 10.809 1 35.7 1 D+1 405 ft1 I LT 1 12/1 10.190 10.156 1 323 1 382 1 383 11.003 1 67.5 1 E+1 273 fti ------------------------------------------------------------------------------- WB Approach 22.0 C+ ---------------------------------------------- I TH+RT1 24/2 10.286 10.378 1 1198 1 1319 1 766 10.581 1 22.3 1 C+1 301 fti I LT 1 12/1 10.000 10.056 1 164 1 206 1 43 10.208 1 15.2 1 B 1 28 ft1 ------------------------------------------------------------------------------- EB Approach 26.1 C+ -- ---------------------------------------- I TH+RTI 24/2 10.340 10.378 1 1152 1 1273 1 985 10.774 1 27.2 1 C+1 388 ftl I LT 1 12/1 10.000 10.056 1 231 1 283 1 96 10.339 1 14.5 1 B+1 62 fti -------------------------------------------------------------------------------- SJ- 827 F7 Jackson Memorial Hospit North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 15:23s39 SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW llth St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 17 1052 53 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 3539 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 172 144 107 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3205 1770 RT TH LT 51 1005 1 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.80 0.80 0.80 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4737 0 0 0 YES YES YES YES NO NO NO NO 120 120 30 11.00 51.00 11.00 32.00 3.00 4.00 3.00 5.00 0 0 0 0 0 1 1 2 3 0 0 0 2 1 2 -3 7 8 9 3 12 6 0 0 0 0 4 4 5 -6 10 11 -12 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 107 91 252 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3207 1770 NONE NONE 0.00 1 0.0 2 09- 827 Jackson Memorial Hospit North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions W/Project 15:23:39 SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW llth St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARSINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 0 RIGHTTURN014REDS 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCRPERCENTS PEARHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 17 1052 53 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 3539 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 11.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 120 51.00 4.00 0 RT TH LT 172 144 107 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3205 1770 YES YES NO NO 30 11.00 32.00 3.00 5.00 0 0 RT TH LT 51 1005 1 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.80 0.80 0.80 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4737 0 1 2 3 0 0 0 1 2 -3 7 8 9 12 6 0 0 0 0 4 5 -6 10 11 -12 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 107 91 252 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.77 0.77 0.77 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3207 1770 NONE NONE 0.00 1 0.0 2 99- 827 06 29 99 Jackson Memorial Hospi North Parking Garage % / Future PM Peak Hour Traffic Conditions w/Project 15-23:32 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW llth St. Degree of Saturation (v/c) 0.62 Vehicle Delay 25.3 Level of Service C+ ------------------------------------------------•- Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------------- + + + + + + /1\ + +> i<+ + +> <++++1 i<+ v v ^ ++++� ^ ^++++ v++++ v North <+ + +>1++++> + + + 1++++ +++1 I v ------------------------------------------------- 1 G/C=0.092 G/C=0.425 1 G/C=0.092 G/C=0.267 G= 11.0" G= 51.0" G= 11.0" ( G= 32.0" 1 Y+R= 3.0" [ Y+R= 4.0" 1 Y+R= 3.0" l Y+R= 5.0" OFF= 0.0`k OFF=11.7% OFF=57.5% OFF=69.2% ------------------------------------------------- C=120 sec G=105.0 sec = 87.5% Y=15.0 sec = 12.5% Ped= 0.0 sec = 0.0% --------------------------------------------------------------------- 1 Lane (Width/1 g/C I Service Ratel Adj I I HCM I L 190% Maal 1 Group I Lanes[ Reqd Used I ------------------------------------------------------------------------------- @C (vph) @E lVolumel v/c I Delay I S I Queue I SB Approach 16.4 B I RT 1 12/1 10.245 10.542 1 771 1 834 l 22 10.026 1 9.0 1 A 1 25 fti [ TH [ 24/2 10.434 10.542 1 1879 i 1917 1 1366 10.713 1 16.6 l B l 528 ft1 I LT 112/1 10.010 10.092 1 --------------------------•----------------------------------------------------- 212 [ 263 1 69 10.262 [ 15.6 i B i 52 ftl 0 NB Approach 25.5 C+ ------------------------------- ILT+TH+RTI 36/3 10.362 10.425 1 1817 1 2013 1 1321 10.656 1 25.5 1 C+1 427 ftl ------------------------------------------------------------------------------- WB Approach 33.2 C. ===TH+RT1 24/2 10.281 10.267-1 -236 1 855 1- 344 10.402 1- 36.5-1 D4•1-213 ftl 1 LT 1 12/1 10.014 10.092 1 319 1 437 1 116 10.265 1 23.7 1 C+1 117 ftl ------------------------------------------------------------------------------- EB Approach 40.6 D+ ------------------------------------- -------------------------------- ---------------------------------------- 1 TH+RT1 24/2 10.270 10.267 1 236 1 855 1 257 10.301 1 35.3 1 D+i 159 ftl 1 LT 1 12/1 10.111 10.092 1 286 1 392 1 327 10.834 1 44.9 1 D+1 331 fti ------------------------------------------------------------------------------- S9- 827 Jackson Memorial Hospit`P North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 15.24:29 (w/ Optimized Phasing) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 12th St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARRINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCRPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 86 2094 0 0.0 36.0 0.0 0 3 0 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 5050 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS RT TH LT 638 153 660 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.73 0.73 0.73 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FFLW NORM DOPT 0 1658 1539 RT TH LT 0 718 63 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3539 1770 0 0 YES YES YES YES NO NO NO NO 120 120 30 5.00 59.00 44.00 3.00 4.00 5.00 0 0 0 0 1 9 8 0 0 0 0 2 1 2 8 -9 0 0 3 5 6 0 0 0 0 4 0 0 0 0 0 0 5 0 0 0 0 0 0 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 0 0 0 0.0 0.0 0.0 0 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.50 0.50 0.50 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 0 0 NONE NONE 0.00 1 0.0 2 S9- 827 kZ,__ t•• Jackson Memorial Hospit North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions W/Project 15:24:21 (W/ Optimized Phasing) SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 12th St. Degree of Saturation (v/c) 0.83 Vehicle Delay 39.2 Level of Service D+ Sq 0 ----------------------------- 1 Phase l I Phase 2 1 Phase 3 1 **/** ------------------------------------ + + i I I<+ + <++++I v v+++) North <+ + <+ + ++ l ++ + + ------------------------------------- + + G/C=0.042 G/C=0.492 G/C=0.367 G= 5.0" G= 59.0" G= 44.0" l Y+R= 3.0" ( Y+R= 4.0" l Y+R= 5.0" OFF= 0.0% ------------------------------------- I OFF= 6.7% OFF=59.2% 1 C=120 sec G=108.0 sec = 90.0% Y=12.0 sec = 10.0% Ped= 0.0 sec = 0.0% ICLane --- ------------------------------- lWidth/ C I Service ------------------------------- Ratel Adj I I RCM I L 190% MaxI I Group I Lanesl Reqd Used ------------------------------------------------------------- I @C (vph) @E IVolumel v/c I Delay I S I Queue I SB Approach_ 35.7 D+ I---TH+RTI- - 36/310�- 49410.492- - - - - - 122771248312295- - -- - - - - 10.924135.71D+1656fti NB Approach 18.0 B I TH i 24/2 10.360 10.558 1 1859 11976 1 845 10.428 1 16.1 1 B 1 315 ftl l LT 112/1 10.051 10.042 1 62 I 122 1 74 10.544 1 39.6 1 D+1 56 ftl --------------------------------------------------------- WB Approach 63.9 E+ I TH 1 12/1-10.450 10.367 1 362 1 608 1 571 10.939 1 60.9 1 E+1 610 ftl I LT 112/1+10.459 10.367 1 330 1 564 1 543 10.963 1 66.9 1 E+1 580 ftl ------------------------------------------------------- _' Jackson Memorial Hospital North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 17:08:31 (w/ Optimized Phasing) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 14th St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 154 1018 67 0.0 36.0 12.0 0 3 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 4 4 3 NO NO YES 5.0 5.0 4.0 10.0 10.0 9.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4922 294 Phasing Parameters RT TH LT 225 1071 786 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 6.0 6.0 3.0 11.0 11.0 8.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3388 1770 RT TH LT 157 933 265 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 4 4 3 NO NO YES 5.0 5.0 4.0 10.0 10.0 9.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 3539 1770 SEQUENCES 35 35 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 120 120 30 GREENTIMES 13.00 27.00 20.00 20.00 19.00 YELLOWTIMES 4.00 5.00 3.00 3.00 6.00 CRITICALS 9 2 12 6 11 EXCESS 0 LEADLAGS OFFSET PEDTIME RT TH LT 264 349 361 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.85 0.85 0.85 3 3 3 YES YES YES 6.0 6.0 3.0 11.0 11.0 8.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3165 1770 NONE NONE 0.00 1 0.0 2 99- 827 Jackson Memorial Hospita" North Parking Garage Future PM Peak Hour Traffic Conditions w/Project 06/29/99 (w/ Optimized Phasing) 17:08:25 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 14th St. Degree of Saturation (v/c) 1.15 Vehicle Delay 138.4 Level of Service F ----------------------- ------------------- -------------- Sq 35 1 Phase 1 I Phase 2 1 Phase 3 1 Phase 4 1 Phase 5 1 **/**------------- ---------------------- I*+ 1 1 A l-------^--- i 1 I**+ i 1< +> I I j l v i A ++++j <****I A A <++++1 l A I**** v i North 1 <* + +>I <+ + +>I v 1++++ v I I I ++ I +++ I 1****> I i ++ I + + + I I I**** I ---------------- v _____ _______1___ __ _____ I G/C=131008 I G/C=0.225 I G/C=0.167 1 G/C=0.167 I G/C=0.158 1 " I G= 27.0 1 G= 19.0" l I G= 20.0 1 G= 20.Q" I Y+R= 4.0" I Y+R= 5.0" l Y+R= 3.0" I Y+R= 3.0" I Y+R= 6.0" 1 I OFF= 0.0% 1 OFF=14.2% I OFF=40.8% I OFF=60.0% I OFF=79.2% I ----------- _ __ C=120 sec G= 99.0 sec = 82.5% Y=21.0 sec=-17.5% Ped= 0.0 sec = 0.o% ------------------------ -------------- ---------------- Lane (Width/I g/C I Service Ratel Adj 1 Group I Lanes Reqd I HCM 1 L 190� Magl Used __-- �dC (vPh) @E IValumel v/c I Delay I 14ueue I ------------------------------- SB Approach ------------------- _ _ _ _ 133.7 F I TH+RT1-36/3 10.352 10.2251107 1128811 --------------------____________ I LT 1 12/1 10.420 10.225 I 1 l --.164 1130- .2-I*F-1 561 ftl I 1 1 50 1 74 11.121 1 194.2 1 F 1 97 ftl -------------- NB Approach I RT 1 12/1 10.309 10.367 1 329 1 516 1 180 10.349 1 27.5 1 C+1 192 ftl I TH 1 24/2 10.381 10.367 1 980 1 1298 1 1072 10.826 1 38.1 1 D+1 573 ftl I LT 1 12/1 10.204 10,108 1 165 1 247 1 305 11.201 1 154.9 I*F 1 277 ftl ---------------- WB Approach ---------------- _______ ______ 154.6 F i TH+RT1-0481 . 0 4/2 21 LT I 1 .350 l 813 1 1186 1 1456 11.228 1 149.1 I F l 798 ft1 ---1 -12/1 10.358 1 574 1 696 1 883 11.269 1 163.8 I*F 1 649 ftl ------------------ EB Approach i=====---------- ------ 217.3 F ILT+RTI 24/2 0.344 10.158 1 1 1 481 1 722 11.441 1 260,1 1*F i 512 ftl ----LT 1-12/1 10.275 10.167 1 234 1 355 1 425 11.190 1 144.1 I*F 1 512 ftl ---------------------- 99- 827 Jackson Memorial Hospital North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 16:12:10 (w/ Opti.mzed Phasing) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 1500 Blk. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 39 942 31 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3505 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS isPHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 26.00 6.00 0 0 1 2 3 4 5 6 0 YES NO 120 43.00 5.00 0 RT TH LT 57 6 49 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.75 0.75 0.75 3 3 3 YES YES YES 4..0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1427 0 YES YES NO NO 30 9.00 20.00 6.00 5.00 0 0 RT TH LT 44 1287 93 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3511 1770 9 7 8 0 0 0 1 2 -3 7 8 0 1 2 3 0 0 0 4 5 6 11 10 12 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 165 0 97 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.84 0.84 0.84 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1036 0 NONE NONE 0.00 1 0.0 2 � °� p- 8 " 7 T.`' Wig{;-{ Jackson Memorial Hospit ' North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 16:12:01 (w/ Optimzed Phasing) SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 1500 Blk. Degree of Saturation (v/c) 0.63 Vehicle Delay 21.8 Level of Service C+ ------------------------------------------------- Sq 0 1 Phase 1 I Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------------- I I+++ 1+++ I I /i\ I I<+ + +> I<+ + +> i <++++1 1 I I v I v 1A ++++ 1 ^ ^ ++++ v North ( <+ + +>1 + +>I j++++> 1 I 1 +++ 1 ++ I 1++++ I + + I I v I ------------------------------------------------- I G/C=0.217 I G/C=0.358 I G/C=0.075 I G/C=0.167 I 1 G= 26.0" I G= 43.0" 1 G= 9.0" 1 G= 20.0" I Y+R= 6.0" I Y+R= 5.0" I Y+R= 6.0" I Y+R= 5.0" I I OFF= 0.0% 1 OFF=26.7% I OFF=66.7% 1 OFF=79.2% 1 -------------------------------------------------- C=120 sec G= 98.0 sec = 81.7% Y=22.0 sec = 18.3% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- I Lane 1Width/I g/C I Service Rate) Adj I I HCM I L 190% Max) Is I Group I Lanes Reqd Used I @C (vph) @E (Volume{ v/c I Delay I S I Queue I SB Approach 20.5 C+ --------------------------------------------------------------------- - I TH+RTI 24/2 10.377 10.475 1 1556 1 1665 1 1033 10.620 1 20.6 1 C+1 457 ftI I LT 1 12/1 10.000 10.075 1 195 1 334 1 33 10.095 1 18.3 1 B 1 29 ft1 ------------------------------------------------------------------------------- NB Approach 10.6 B+ I TH+RTI 24/2 10.443 10.625 1 2194 1 2194 1 1401 10.639 1 8.6 1 A 1 443 fti I LT 1 12/1 10.260 10.217 1 1 1 365 1 98 10.256 1 39.3 1 D+1 129 fti ------------------------------------------------------------------------------- WB Approach 51.6 D ILT+TH+RTI 12/1 10.283 10.167 1 1 1 212 1 149 10.626 1 51.6 1 D 1 209 ftl --------------------------------•----------------------------------------------- EB Approach 65.5 E+ --------------------- - - - ----- - - - - - I RT 1 12/1 10.300 10.167 1 1 1 208 1 196 10.838 1 71.0 1 E 1 275 ft1 1LT+TH 1 12/1 10.288 10.167 1 1 1 148 1 115 10.665 1 56.1 1 E+1 162 ftl ------------------------------------------------------------------------------- 9-- 827 06 29 99 Jackson Memorial Hospi4 North Parking Garage / / Future PM Peak Hour Traffic Conditions w/Project 16:12:53 SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - NW 12th Ave. @ NW 16th St. APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER. MODER PARKINGSIDES NONE NONE NONE NONE PARRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 0 RIGHTTURNONREDS 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCRPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 64 700 64 0.0 36.0 12.0 0 3 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 4981 1770 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES NO 120 12.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 120 61.00 5.00 0 RT TH LT 218 45 190 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 899 YES YES NO NO 30 34.00 5.00 0 RT TH LT 166 1062 93 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 4 4 3 NO 110 YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3422 1770 9 3 0 0 0 0 1 2 -3 7 8 -9 4 5 6 11 10 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 168 21 120 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.83 0.83 0.83 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1456 1347 NONE NONE 0.00 1 0.0 2 99- 89�' Jackson Memorial Hospit0 North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 16:12:45 SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 16th St. Degree of Saturation (v/c) 0.58 Vehicle Delay 25.2 Level of Service C+ ------------------------------------- Sq 0 1 Phase 1 I Phase 2 1 Phase 3 1 *t/** -------------------------------------- I + 1+++ 1 " 1 +> j<+ + +> j <++++I I I I v ! I I I IA "1++++ v I North 1 <+ 1 <+ + +>1++++> I I i + 1 +++ I++++ I 1 +++I v 1 ------------------------------------- I G/C=0.100 I G/C=0.508 I G/C=0.283 I G= 12.0" I G= 61.0" I G= 34.0" 1 I Y+R= 3.0" I Y+R= 5.0" I Y+R= 5.0" 1 I OFF= 0.0% I OFF=12.5% 1 OFF=67.5% I ------------------------------------- C=120 sec G=107.0 sec = 89.2% Y=13.0 sec = 10.8% Ped= 0.0 sec = 0.0% -------------------- _ __ _ _ __ I Lane (Width/I g/C I Service-Ratel Adj I I HCM I L 190% Magi 1 Group I Lanesl Reqd Used I @C (vph) @E IVolumel v/c I Delay I S I Queue I -------------------------------------------------------- SB Approach_____ 13.4 B+ 1 TH+RTI-36/3 10.308 10.508 1 2475 1 2532-1 813 10.321 1 13.4 1-B+1 225 ftj I LT 1 12/1 10.007 10.100 1 222 1 281 1 68 10.240 1 13.3 1 B+1 40 ftj -------------------------------------------------------- NB Approach 20.6 C+ 1 TH+RTI 24/2 10.440 10.508 1 1667 1 1740 1 1349-10.775 1- 21.5 1 C+1 559 ftj I LT 1 12/1 10.000 10.100 1 437 1 476 1 102 10.21.4 1 8.4 1 A 1 60 ftl ----------------------------------------------------- WB Approach 49.7 D I RT 1 12/1 10.323 10.283 1 147 1 387 1 251 10.631 1 40.7 1 D+1 303 ftj I TH 1 12/1 10.24E 10.283 1 201 1 525 1 52 10.098 1 31.8 1 C 1 63 ftj I LT 1 12/1 10.377 10.283 1 89 1 238 1 218 10.855 1 64.3 1 E+1 264 ftj ------------------------------------------------ EB Approach 36.9 D+ TH+RTI 12/1 10.308 10.283 1 154 j 403 1 227 10.550 1 38.1 1 D+1 274 ftj LT 112/1 10.285 10.283 1 141 I 370 1 145 10.380 1 35.2 1 D+1 175 ftl ------------------------------------------------------------------------------- 29- ui Jackson Memorial Hospita North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 16:13:52 (w/ Optimized Phasing) SIGNAL97/TEAPAC[Ver 1.001 - Summaryof Parameter er Values Intersection Parameters for Int # 1 - NW 12th Ave. @ NW 20th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB GRADES 0.0 PEDLEVELS MODER PARKING S IDES NOS PARKVOLUMES 20 BUSVOLUMES p RIGHTTURNONREDS 0 WB 0.0 MODER NONE 20 0 0 NB 0.0 MODER NONE 20 0 0 EB 0.0 MODER NONE 20 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 106 407 125 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.86 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3360 1770 Phasing Parameters RT TH LT 206 657 155 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3332 1770 RT TH LT 141 1208 455 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 4 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 3539 1770 SEQUENCES 64 64 PERMISSIVES YES YES YES YES OVERLAPS NO 11O NO NO CYCLES 120 120 30 GREENTIMES 7.23 19.58 22.90 13.92 36.37 YELLOWTIMES 4.00 4.00 4.00 4.00 4.00 CRITICALS 3 9 2 12 EXCESS 0 5 LEADLAGS OFFSET PEDTIME RT TH LT 124 564 233 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00' 1.00 1.00 1.00 NORM NORM NORM 0 3383 1770 NONE NONE 0.00 1 0.0 2 NO-- 827 aackson Memorial Hospital North Parking Garage 06/29/99 Future PM peak Hour Traffic Conditions w/Project (w/ optimized Phasing) 16:13:43 11 SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 12th Ave. @ NW 20th St. Degree of Saturation (v/c) 0.89 Vehicle Delay 56.6 Level of Service E+ -------------------------- ----------------------- Sq 64 1 Phase 1 I Phase 2 1 Phase 3 1 Phase 4 1 Phase 5 1 **/** ------------------------------ ------------------- ------------ l+ I I 1 I * * + I 1 ****1 I 1 *> I<* * +> I I 1 v I ++++1 ++++ ** North 1 <+ 1 <* + +>I <+ + +>1 v ++++> 1 I I + I *++ 1 + + + I I++++ I 1 + I *++1 + + + v 1_ ------------------------ -- _ __1 1 G/C=0.060 1 G/C=0.163 1 G/C=0.191 1 G/C=0.116^) G/C=0.303 I I G= 7.2" 1 G= 19.6" ( G= 22.9" I G= 13.9" 1 G= 36.4" I I Y+R= 4.0" 1 Y+R= 4.0" 1 Y+R= 4.0" 1 Y+R= 4.0" 1 Y+R= 4.0" 1 1 OFF= 0.0% 1 OFF= 9.4% 1 OFF=29.0% 1 OFF=51.4% ( OFF=66.4% 1 ---------------------- C=120 sec G=100.0 sec = 83.3% Y=20.0 sec = 16.7% Ped=-0.0 sec = 0.0% ----------------------- Lane lWLanesl Re dg/C 1 Service^Rate---Ad I --------------------------- ---Grou I j l I RCM I L 190% Maa1 ----- I q Used i @C (vph) @E IVolumel v/c 1 Delay I S 1 Queue 1 ----------- ----- ---- ------------ ------ SB Approach I TH+RT1 24/2 10.318-10.191 1----1-1--631 1- 596 10.930 1 69.7 I*E 1 407 ft I LT 1 12/1 10.118 10.060 1 1 1 151 1 145 10.858 1 72.8 1*E 1 183 ftl ---------------------------------- NB Approach .5 D I RT 1 12/1 10.301 10.387 1--378-1 545 1 -157 10.288 1 24.3 1 C+1 162 fti I TH 1 24/2 10.429 10.387 1 1109 1 1371 1 1342 10,979 1 52.7 1 D 1 693 ft1 i LT 1 12/1 10.323 10.257 1 392 1 516 1 506 10.981 1 68.9 1*E 1 530 ftl ------------------------------------- WB Approach 59.4 E+ 1 TH+RT1 24/2 10.387 0.303--'----------•____________________________ --------------------- LT 1 I 521 1 1010 1 992 10.982-1 65.4 I*E+l 583-ft1 I 1 __-12/1 10.083 10.116 1 236 1 307 1 178 10.580 1 25.7 1 C+1 164 ft1 --------------------------------- EB Approach ------------------------------------------- 47.3 D I TH+RTI 24/2 10.336 10.303 1 529 - 1 1025 - ---___==========_=========== 1 LT 1I 248 10,714 I 39.6 I D+1 430 ftl Aft ----- 10 10 1 1 I ----- ---- ---- --- --- --- 10.929 1 70.1 1*E 1 265 ft1 S9- 827 Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/Project SIGNAL97/TEAPAC[Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - N. Riv. Dr./14th Ave./12 St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE .0 S NODELOCATION 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARRVOLUMES BUSVOLUMES RIGHTTURNONREDS Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS 06/29/99 16:38:07 SB WB NB EB 0.0 0.0 0.0 0.0 LOW LOW LOW LOW NONE NONE NONE NONE 20 20 20 20 0 0 0 0 0 0 0 0 RT TH LT 88 152 17 12.0 12.0 12.0. 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.82 0.82 0.82 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 1863 1264 Phasing Parameters RT TH LT 33 358 8 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.95 0.95 0.95 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1642 0 RT TH LT 23 85 221 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1794 1770 SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 88 88 30 GREENTIMES 8.00 33.00 36.00 YELLOWTIMES 3.00 4.00 4.00 CRITICALS 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 7 8 9 0 0 0 PHASEMOVEMENTS 2 1 2 3 7 8 -9 PHASEMOVEMENTS 3 4 5 6 11 10 12 PHASEMOVEMENTS 4 0 0 0 0 0 0 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 198 219 0 12.0 12.0 0.0 1 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.74 0.74 0.74 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 1863 0 NONE NONE 0.00 1 0.0 2 M a Jackson Memorial Hospital North Parking Garage Future PM Peak Hour Traffic Conditions w/Project 06/29/59 16.638t01 SIGNA1,97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - N. Riv. Dr./14th Ave./12 St. Degree of Saturation (v/c) 0.41 Vehicle Delay 18.5 Level of Service B ----.._______________________ __ Sq 0 1 Phase 1 1 Phase 2 1 Phase 3 1 ------------------------------------- I 1+++ I AI /!\ I I<+ + +> j <++++ I I l I ^ I I I v 1 1++++ v 1 North 1 <+ + +>1 <+ + +>1++++> 1 I I +++ 1 + + + I++++ I +++I v I ------------------------------------ G/C=0.091 G/C=0.375 1 G/C=0.375 i G/C=0.409 1 1 33 Y+R= 3.0" I Y+R=4.0" l Y+R=4.0" I 1 OFF= 0.0% 1 OFF=12.5% I OFF=54.5% I ------------------------------------- C= 88 sec G= 77.0 sec = 87.5% Y=11.0 sec = 12.5; Ped= 0.0 sec = 0.0% ---------------------------- ( --------------------- Lane ------ --------------------- IWi.dth/I g/C 1 Service Ratel --Adj I I HCM I L 190% Masl 1-_Group_I v/c Delay (l Queue 1 I Lanesl Reqd Used I @C (vph) @E IVolume _-__-_-__-_ I ------------------------------------ SB Approach ---------------- 19.6 B RT--------------------- ----------------------------- 1 12/1 10.186 10.375 1 457 1 577 1 107 0.185 19.2 1 B I 83 ftI I TH 1 12/1 10.207 10.375 1 572 1 699 1 185 10.265 1 20.0 1 C+1 143 ftl I LT 1 12/1 10.135 10.375 1 361 1 474 1 21 10.044 I 17.7 1 B 1 25 fti ---------------------------------- NB Approach 12.7 B+ I TH+RTI 12/1 10.181 10.500 1 817 1 897 1 122 10.136 1 12.1 1 B+1----=___ I LT 1 12/1 10.000 10.091 1 514 1 577 1 248 10.430 1 13.0 1 B+1 150 ftl ----------------------------------- WB Approach 22.5 C+ ILT+TH+RTI 12/1 10.324 10.409 1 581 1 672 1 420 10.625-1 22. 5 1 C+ 1307 --- ------------------------------------------------------------------------------- I 22.5 1 C+1-307 ftl EB Approach ---------------------- _ _ 18.8 B I RT 1 12/1 10.252 10.409 i 541 1 630 1 268 10.425 1 19.1 1 B 1 196 ftl I TH 1 12/1 10.234 10.409 1 667 1 762 1 296 10.388 1 18.6 1 B 1 216 ftl ASk z; Jackson Memorial Hospita North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 17:57:35 (w/ Optimized Phasing - SBR OL) SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - N. River Dr. @ NW 13th Terr. METROARF.A NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 1561 0 0 24.0 0.0 0.0 2 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.93 0.93 0.93 3 3 3 YES YES YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 2709 0 0 Phasing Parameters SEQUENCES PERMISSIVES OVERLAPS CYCLES GREENTIMES YELLOWTIMES CRITICALS EXCESS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS PHASEMOVEMENTS 0 YES YES 127 25.00 3.00 0 0 1 2 3 4 5 6 0 YES NO 127 35.00 6.00 0 RT TH LT 7 730 4 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.86 0.86 0.06 3 3 3 NO NO NO 4.0 4.0 4.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3366 0 YES YES NO NO 30 5.00 43.06 5.00 5.00 0 0 RT TH LT 7 2 6 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.71 0.71 0.71 3 3 3 YES YES YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1289 0 10 11 12 1 0 0 4 5 6 10 11 -12 7 8 9 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 2 298 412 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 NO NO YES 4.0 4.0 3.0 16.0 16.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3536 1770 NONE NONE 0.00 1 0.0 2 r r-1 � Q� 'm �.1 � l• C7 Jackson Memorial Rospita North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 17:57:25 (w/ Optimized Phasing - SBR OL) SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1 - N. River Dr. `d NW 13th Terr. Degree of Saturation (v/c) 0.95 Vehicle Delay 72.4 Level of Service E ------------------------------------------------- Sq 0 1 Phase 1 I Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------------- + ^ + • 1 + 1 ++++1 I + I /1\ 1<+ < 1 I I A I ^++++I I<+ 1 I I++++ 1++++ v l A I I North 1++++> I++++> i <+ + +> I I++++ 1++++ 1 + + + I I 1 v 1 v I+++1 I ------------------------------------------------- I G/C=0.197 I G/C=0.276 I G/C=0.039 1 G/C=0.339 1 I G= 25.0" 1 G= 35.0" 1 G= 5.0" I G= 43.0" l 1 Y+R= 3.0" I Y+R= 6.0" l Y+R= 5.0" 1 Y+R= 5.0" I 1 OFF= 0.0% 1 OFF=22.0% i OFF=54.3% I OFF=62.2% l ------------------------------------------------- C=127 sec G=108.0 sec = 85.0% Y=19.0 sec = 15.0% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- 1 Lane (Width/I g/C I Service Ratel Adj I I HCM I L 190% Max1 l Group I Lanesl Reqd Used I @C (vph) @E 1Volumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- SB Approach 73.9 E I RT 1 24/2 10.643 10.575 1 1449 1 1557 1 1678 11.078 1 73.9 1 E 1 637 ftl ------------------------------------------------------------------------------- NB Approach 64.9 E+ ILT+TH+RTI 12/1 10.264 10.039 1 1 1 32 1 21 10.412 I 64.9 1 E+1 36 ft1 ------------------------------------------------------------------------------- WB Approach 61.4 E+ ILT+TH+RTI 24/2 10.385 10.276 1 132 1 928 1 862 10.929 1-61.4-1 E+1 557 ft1 ------------------------------------------------------------------------------- EB Approach 81.3 F I TH+RTI-24/2 10.302 10.496 1 1537 1 1754 1 337 10.192 1 18.1-1 B 1 152-ft1 I LT 1 12/1 10.318 10.197 1 273 1 402 1 463 11.138 1 127.4 I F 1 479 ftl ------------------------------------------------------------------------------- S9 - 827 C: �m 0 Jackson Memorial Hospita North Parking Garage Future PM Peak Hour Traffic Conditions w/Project SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int 0 METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters 1 - N. River Dr. @ NW 17th Ave. 06/29/99 16:40:30 APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS LOW LOW LOW LOW PARKINGSIDES NONE NONE NONE NONE PARRRVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEARHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 8 673 40 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.92 0.92 0.92 4 4 3 NO NO YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1859 1770 Phasing Parameters RT TH LT 40 216 0 0.0 12.0 0.0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.87 0.87 0.87 3 3 3 YES YES YES 4.0 4.0 4.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1630 0 RT TH LT 257 588 189 12.0 24.0 12.0 1 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.94 0.94 0.94 4 4 3 NO NO YES 4.0 4.0 4.0 7.0 7.0 7.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1539 3539 1770 SEQUENCES 0 0 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 110 110 30 GREENTIMES 6.00 53.00 38.00 YELLOWTIMES 3.00 5.00 5.00 CRITICALS 0 0 0 EXCESS 0 PHASEMOVEMENTS 1 3 9 0 0 0 0 PHASEMOVEMENTS 2 1 2 -3 7 8 -9 PHASEMOVEMENTS 3 4 5 10 11 12 0 PHASEMOVEMENTS fAadftk 4 0 0 0 0 0 0 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME RT TH LT 216 125 27 12.0 24.0 0.0 1 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.89 0.89 0.89 3 3 3 YES YES YES 4.0 4.0 3.0 16.0 16.0 16.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM DOPT 1539 3064 0 NONE NONE 0.00 1 0.0 2 011,07, nr-. Jackson Memorial Hospital North Parking Garage 06/29/95 Future PM Peak Hour Traffic Conditions w/Project 16:40:25 SIGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int ## 1 - N. River Dr. @ NW 17th Ave. Degree of Saturation (v/c) 0.54 Vehicle Delay 24.3 Level of Service C+ ------------------------------------- Sq 0 1 Phase 1 I Phase 2 1 Phase 3 1 **/** -------------------------------------- i + 1+++ I ^ I I +> 1<+ + +> /I\ j <++++1 1 1 I I v n I I I 'i++++ I North i <+ i <+ + +>1++++> I I + + + I++++ I I + --°----------------------------------- 1 +++I v I I G/C=0.055 I G/C=0.482 i G/C=0.345 l G= 6.0" I G= 53.0" i G= 38.0" I l Y+R= 3.0" I Y+R= 5.0" l Y+R= 5.0" 1 1 OFF= 0.0% ------------------------------------- 1 OFF= 8.2% I OFF=60.9% 1 C=110 sec G= 97.0 sec = 88.2% Y=13.0 sec = 11.8% Ped= 0.0 sec = 0.0% ----------------------------------------- y, 1 Lane (Width/I g/C - 1 Service - Rater Adj 1 1 HCM 1 L 190o Magi 1--Group I Lanesi Reqd Used --------------------------------------------------- I @C (vph) @E IVolumel v/c I Delay I S I Queue I SB Approach 27.2 C+ ---------- --------------------------------------------- ---------------------------- - ---- ------ - LT+RTI 12/1 10.455 10.482 1 811 1 896 1 741 10.827 1 28.1 1 C 1 594 ftl 1 12/1 10.000 10.055 1 378 1 437 1 43 10.098 1 10.4 1 B+1 28 ftl --------------------------------------------------- NB Approach .7 B 1 RT 1 12/1 10.316 10.482 1 657 1 742 1 273 10.368 1 15.6 1-B 1 219 £tl j TH 1 24/2 10.298 10.482 1 1627 1 1705 I 626 10.367 1 14.8 1 B+1 251 ftl 1 LT 1 12/1 10.061 10.055 1 191 1 240 I 201 10.834 1 40.6 I D+1 130 ftl ----------------------------------------------- WB Approach I-_-TH+RTI-12/1-10.300- - 10.3451-- - -- - -- - - -- - 3951563129410.522i29.6 C 1 1 298-ftl EB Approach 27.1 C+ I RT---1-12/1-10.284 10.345 1 371 1 532 1 -243 10.457 1- 28.6 1 C 1 246 ftl ILT+TH 1 24/2-10.227 10.345 1 799 1 1059 1 170 10.161 1 25.0 1 C+1 86 ftl 8 1)9- 21"/ v kr, Jackson Memorial Hospit a North Parking Garage` .,,� Future PM Peak Hour Traffic Conditions W/Project SIGNAL97/TEAPAC[Ver 1.00] - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 13th Ct. @ NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 Approach Parameters APPLABELS SB GRADES 0.0 PEDLEVELS MODE PARRINGSIDES NONE PARRVOLUMES 20 BUSVOLUMES 0 RIGHTTURNONREDS 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCRPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 0 0 0 0.0 0.0 0.0 0 0 0 0.00 0.00 0.00 2.0 2.0 2.0 0.50 0.50 0.50 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 0 0 Phasing Parameters WB 0.0 MODER NONE 20 0 0 RT TH LT 0 1.317 119 0.0 24.0 12.0 0 2 1 0.00 0.00 0.00 2.0 2.0 2.0 0.79 0.79 0.79 3 4 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3539 1770 NB 0.0 MODER NONE 20 0 0 RT TH LT 175 0 56 0.0 12.0 0,0 0 1 0 0.00 0.00 0.00 2.0 2.0 2.0 0.78 0.78 0.78 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1141 0 SEQUENCES 0 PERMISSIVES OVERLAPS YES 0 YES YES YES CYCLES NO 90 NO NO NO GREENTIMES YELLOWTIMES 8.00 90 46.00 30 25.00 CRITICALS 3.00 4.00 4.00 EXCESS 0 0 0 PHASEMOVEMENTS 0 1 PHASEMOVEMENTS 2 6 5 0 0 0 0 PHASEMOVEMENTS 3 11 10 5 -6 0 0 Aft PHASEMOVEMENTS 4 9 7 0 0 0 0 PHASEMOVEMENTS 5 0 0 0 0 0 0 PHASEMOVEMENTS 6 0 0 0 0 0 0 0 0 0 0 0 0 LEADLAGS OFFSET PEDTIME 06/29/99 16:14:30 EB 0.0 MODER NONE 20 0 0 RT TH LT 47 500 0 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.74 0.74 0.74 4 4 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3464 0 NONE NONE 0.00 1 0.0 2 - 827 aackison Memorial Hospita *North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 16:14:22 5IGNAL97/TEAPAC[Ver 1.001 - Capacity Analysis Summary Intersection Averages for Int # 1. - NW 13th Ct. @ NW 14th St. Degree of Saturation (v/c) 0.64 Vehicle Delay 12.0 Level of Service B+ ------------------------------------- Sq 0 1 Phase I I Phase 2 1 Phase 3 1 **/** ------------------------------------- I 1 I I 11� I <++++1 <++++I 1 v v North 1 I++++> I <+ +>I + + I 1 v I + + 1 ------------------------------------- 1 G/C=0.089 1 G/C=0.511 I G/C=0.278 I I G= 8.0" I G= 46.0" ( G= 25.0" I Y+R= 3.0" I Y+R= 4.0" l Y+R= 4.0" I OFF= 0.0% I OFF=12.2% ( OFF=67.8% 1 ------------------------------------- C= 90 sec G= 79.0 sec = 87.8% Y=11.0 sec = 12.2% Ped= 0.0 sec = 0.0% ------------------------------------------------------------------------------- 40 I Lane 1Width/) g/C I Service Ratel Adj I I RCM I L 190% Mast 1 Group I Lanesl Reqd Used I @C, (vph) @E IVolumel v/c I Delay I S I Queue I ------------------------------------------------------------------------------- NB Approach 40.2 D+ ILT+TH+RTI 12/1 10.340 10.322 1 273 1 368 1 296 10.804 1 40.2 1 D+1 254 ftl ---------------------------------------------------------------------------- -- WB Approach 7.8 A TH 124/2 10.482 10.633 1 2242 1 2242 1 1667 10.744 1 7.9 1 A 1 387 ftl i LT 1 12/1 10.000 10.089 1 438 1 474 1 151 10.319 1 7.2 1 A 1 68 ftl ------------------------------------------------------------------------------- EB Approach 11.0 B+ I TH+RT1 24/2 10.282 10.511 1 1750 1 1771 1 740 10.418 1 11.0 1 B+1 229 ftI ------------------------------------------------------------------------------- C7 Jackson Memorial Hospita North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 16:16:05 ( w/ Optimized Phasing - NBR OL) SIGNAL97/TEAPAC(Ver 1.001 - Summary of Parameter Values Intersection Parameters for Int # 1 - NW 14th Ave. @ NW 14th St. METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVIC,E C S NODELOCATION 0 0 Approach Parameters APPLABELS SB WB NB EB GRADES 0.0 0.0 0.0 0.0 PEDLEVELS MODER MODER MODER MODER PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 50 0 Movement Parameters MOVLABELS VOLUMES WIDTHS LANES UTILIZATIONS TRUCKPERCENTS PEAKHOURFACTORS ARRIVALTYPES ACTUATIONS REQCLEARANCES MINIMUMS IDEALSATFLOWS FACTORS DELAYFACTORS NSTOPFACTORS GROUPTYPES SATURATIONFLOWS RT TH LT 314 178 164 12.0 12.0 12.0 1 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.84 0.84 0.84 3 3 3 NO NO YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1406 1863 1770 Phasing Parameters RT TH LT 223 88 1021 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.91 0.91 0.91 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM DOPT 0 1495 1770 SEQUENCES 27 27 PERMISSIVES YES YES YES YES OVERLAPS NO NO NO NO CYCLES 90 150 10 GREENTIMES 6.96 13.23 11.18 42.64 YELLOWTIMES 4.00 4.00 4.00 4.00 CRITICALS 1 1 11 5 EXCESS 0 RT TH LT 44 116 14 0.0 12.0 12.0 0 1 1 0.00 0.00 0.00 2.0 2.0 2.0 0.67 0.67 0.67 3 3 3 NO NO NO 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 1860 1165 LEADLAGS OFFSET PEDTIME RT TH LT 16 253 63 0.0 24.0 0.0 0 2 0 0.00 0.00 0.00 2.0 2.0 2.0 0.79 0.79 0.79 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3465 0 NONE LAG 0.00 1 0.0 2 99- 827 Jackson Memorial Hospit&�,North Parking Garage 06/29/99 Future PM Peak Hour Traffic Conditions w/Project 16:15s56 ( w/ Optimized Phasing - NBR OL) SIGNAL97/TEAPAC[Ver 1.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - NW 14th Ave. @8 NW 14th St. Degree of Saturation (v/c) 0.89 Vehicle Delay 56.2 Level of Service E+ Sq 27 ------------------------------------------------- j Phase l j Phase 2 j Phase 3 j Phase 4 j **/LG ------------------------------------------------- i*++ j*++ * + + * + + + +><* + +> v v j A**** i v+++� North <+ + + + j + + + ------------ v ------------------------------------- j G/C=0.077 j G/C=0.147 j G/C=0.124 G/C=0.474 j G= 7.011 G= 13.2" ( G= 11.2" ! G= 42.6" j Y+R= 4.0" j Y+R= 4.0" j Y+R= 4.0" j Y+R= 4.0" OFF= 0.0% OFF=12.2% -------------------------------------------------- OFF=31.3% j OFF=48.2% C= 90 sec G= 74.0 sec = 82.2% Y=16.0 sec = 17.8% Ped= 0.0 sec = 0.0% j Lane Group ------ ------------------------------------ f Width j Lanesj Reqd Used -------------------------- j Service Ratej Adj j j HCM j L I90% Masi ----------------------------------------------------------- j @C (vph) @E Volume c j v / Delay Y j - j Queue ---- SB Approach 54.9 D j RT -------------------------------------------------- j 12/1 10.357 10.269 j 221 378 j 374 10.989 j 76.5 j*E j 346 ftj i TH j 12/1 10.224 10.269 j 318 501 212 10.423 j 29.8 j C j 196 ftj j LT j 12/1 10.087 10.077 ------------------------------------------------------------- j 178 252 j 195 10.756 j 40.6 j D+j 180 ftj NB Approach 45.7 D ---------------------------------------------------------- I LT+RTj 12/1 10.207 10.147 48 258 j 174 10.637 j 47.0 j D j 188 ftj ---------1-12/1 10.145 10.147 23 ( 150 j 21 10.123 j 34.8 j C j 25 ftj ----------------------------------------------------------- WB Approach --------------------------- 2.6 D LT+RTj 12/1-10.544 10.474 j 631 708 j 751 11.061 j 74.8 j*E j 500 ftj 12/1+10.452 10.474 1 758 838 j 713 10.851 j 29.2 j C j 475 ftj ----------------------------------------------------------- EB Approach 76.5 E -------------------- LT+TH+RTj 24/2 10.195 10.124 j 40 j 426 j 420 10.977 j 76.5 i*E j 233 ftj ------------------------------------------------------- �J- 827 N, ART -PLAN 3.1 Arterial Level of Service Estimating Software Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation February,1999 DESCRIPTION Road Name Bob Hope Rd. From NW 14th SL To NW 20th St. Peak Direction Northbound Off -Peak Direction southbound Study Time Period FPM -- w/Exclusive Ped/Optmz Analysis Date 04/01199 User Notes I Future Conditions w/ Project TRAFFIC CHARACTERISTICS AADT 20,000 K Factor 0.094 D Factor 0.853 Peak Hour Factor 0.863 Adj. Saturation Flow Rate 1,850 % Turns from Exclusive Lanes _ 21 ROADWAY CHARACTERISTICS # Through Lanes Peak Direction 2 # Through Lanes Off -Peak Direction 2 Urbanized, Transitioning/Urban, or Rural U Arterial Class 3 Free Flow Speed (mph) 35 40 35 or 30) For Class (Area)_ Use Free Flow Speed of: Class 1 (R) 55, 50, 45, 40 or 35 Class 1 (U or T) 66, 50, or 45 Class 2 (U or T) 45, 40 or 35 Class 3 (U or T) 40, 35, or 30 Class 4 U only) 35 30 or 25 SIGNALIZATION CHARACTERISTICS Arrival Type Peak Direction 4 (1,2,3,4,5,6) Arrival Type Off -Peak Direction 4 Type Signal System I S P=PreGmed,A=Actualed,S=SemiaUualed System Cycle Length 100 Weighted Through Movement g/C _ Q.49 C Ell IR Northbound PEAK DIRECTION SPECIFIC INPUTS Bob Hope Rd. Segment AADI Peak Hour (Enter 1 if Volume unavailable, (May be over- 0 If segment written if direct Segment Is unused) measure eveR.) % Turns from Exclusive Lanes Number of Lanes Cycle length at Signals 2-10 Effective g/C at Signals 2-10 Distance between Signals (Enter in Miles or Feet) Segment Length (FT) Arrival Type 1-2 1 1 5801 9 2 100 0.44 650.00 650 4 2-3 1 677 10 2 100 0.35 725.00 725 4 3.4 1 683 6 2 100 0.31 350.00 350 4 4-5 1 794 44 1 90 0.33 1050.00 1,050 3 5-6 0 6-7 0 _ 7-8 0 8-9 0 _ 9-10 1 PEAK DIRECTION RESULTS Northbound Bob Hope Rd. Segment From To Through Movement Flow Rate v/c Ratio Control Delay Intersection Approach LOS Speed (MPH) Arterial Segment LOS 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 NW 14th SL NW 15th SL 612 706 744 515 0.38 0.55 0.65 0.84 16.5 26.2 31.5 38.0 B C C D 14.5 11.8 6.1 11.6 D E F E NW 15th St. NW 17th St. NW 17th SL NW 18th SL NW lath St. NW loth St. Section Length: Fo.6256 Miles Arterial Speed: LOS: 10.9 E mph Southbound OFF-PEAK DIRECTION'S SPECIFIC INPUTS % Turns Cycle Effective from Length g/C Segment Peak Hour Exclusive Number at Signals at Signals Length Arrival Segment Volume Lanes of Lanes 9-1 9-1 (FT) Type 10-9 9-8 8-7 7-6 6-5 5-4 4-3 3-2 2-1 1,050 350 725 650 _ 8511 5 2 100 0.31 4 9341 61 2 1001 0.35 4 1,142 1 2 100 0.44 4 1,249 71 1 96 0.51 3 OFF-PEAK DIRECTION RESULTS Southbound Bob Hope Rd. Segment From To Through Movement Flow Rate v/c Ratio Control Delay Intersection Approach LOS Speed (MPH) Arterial Segment LOS 10-9 9-8 8-7 7-6 6-5 5-4 4-3 3-2 2-1 937 1,017 1,310 1 420 0.82 0,79 0,80 0.45 35.4 29.8 22.9 16.3 D C C B 12.4 6.3 12.7 13.9 E F E E NW 20th SL NW lath St. NW1athSt. NW17thSt. NW17thSt. NW15lhSl. NW 15th SL NW 14th St. Section Length: 0.5256 m(le(s Arterial Speed = LOS = 11.4 E mph 09- 827 11 DESCRIPTION ART -PLAN 3.1 Arterial Level of Service Estimating Software Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation Road Name NW 12th Ave From NW 11th SL Peak Direction ToPFuture Off -Peak Direction d Study Time Period zed Analysis Date User Notes ditions w/ TRAFFIC CHARACTERISTICS AADT 23,000 K Factor 0.093 D Factor 0.631 Peak Hour Factor 0.962 Adj. Saturation Flow Rate Turns from Exclusive Lanes 1,850 9.1 ROADWAY CHARACTERISTICS # Through Lanes Peak Direction *Through Lanes Off -Peak Direction 2 Urbanized, Transitioning/Urban, or Rural 2 U Arterial Class 2 C _� _ _ L�1111'as R) T 55, 60, 45,�40 or 35 f. U or T) 56, 60, or 45 U or T) 45, 40 or 35 U or T) 40, 35, or 30 �nl 35 30 or 25 kSIGNALIZATION CHARACTERISTICS Arrival Type Peak Direction Arrival Type Off -Peak Direction (1,2,3,4,5,6) system Type Signal System P=PretiMWA=Actuated,S=Semiactuatea Weighted Though Movement g/CEF Cycle Length S9- 827 Northbound PEAK art RECTION SPECIFIC INPUTS r -- Segment AAD1 Peak Hour NW 12th Ave (Enter 1 if unavailable, Volume (May be over. o b Tums from Cycle Length Effective g /C Distance between Segment Q if segment written if direct Exclusive Number at Signals at Signals Signals Segment 1 "2 is unused) measure avail) Lanes of Lanes 2-10 (Enter In Length Arrival 2-3 1 1 781 8 2 120 2-10 0.56 Miles or Feet) (FT) Type 3-4 1 1,3551 20 2 120 0.34 650.00 650 4 4-5 1 1,424; 1,3211 7 --2 - 120 0.63 725.00 6 052. 0 725 625 4 4 5-6 1 1,321; 33 2 120 0.51 400.00 400 4 6-7 0 120 0.39 1625.00 1,625 4 0 0 PEAK DIRECTION RESULTS Northbound Through NW 12th Ave Intersection Segment From Movement To Flow Rate v/c Ratio Control Approach Speed Arterial Segment 1-2 Nw 111h sL 2-3 NW 12th Si. I 747 0.36 Delay 10 0 LOS (MPH ) LOS NW 12U1 SL 3-4 NW 14ih SL 1127 0.90 45.4 A 16.4 p NW 14th SL 4-5 r4w 1500 Blk, 1377 0.59 6.9 D 8.0 F NW 1500 Blk. 5-6 NW 16th SL 1 1277 0.68 18.1 A 20.2 D NW 16th sL 6-7 Nw zoth sL 1256 0.87 35.8 B 10.0 F I D 15.2 E 7-8 8-9 9-10 Section Length: ----------------------------- Arterial Speed: 13.2 0.7623 Mile(s) mph _ LOS: E Southbound ---- OFF-PEAK DIRECTION'S SPECIFIC INPUTS % Turns Cycle Effective iegment from Peak Hour Exclusive Number Length at Si Hats / Segment 10-9 Volume Lanes of Lanes 9-1 at Signals Length Arrival -8 1 9-1 (FT) Type y� 8-7 I 7-6 6-5 828 ! 8 3 _ 54 1,012, 3 2 120 0.51 1,625 4 4-3 1,239; 5 3 -_ 120 0.48 400 4 3-2 2,180; 0 120 0.34 625 4 2--1 _ 1,122: 6 2 0.49 725 q 120 0.54 --- 0 F-PEAK DIRECTION RESULTS Southbound Through NW 12th Ave ! Intersection Movement gment From To Flow Rate v/c Ratio Control Approach Speed Arterial Segment 0-9 --�_ Delay LOS (MPH) LOS 9-8 8-7 i 7-6 5-4 6-5*12th NW 161h SI 792 U.28 12.8 4-3 NW 1500 elk 1 1,020 57 0.65 19.2 3-2 NW 14th St. I 1,224 0.65 33.3 2-1 NW 12'Sl 2,266 0.83 22.9 Section Length: 9 NW IIth St. _1,096 0.55 13.1 0.7623 mile(s) Arterial Speed = 14.6 mph LOS E B 24.1 C B 9.7 F C 9.1 F C 12.6 F B 16.1 E 8 �t I I Au" .i. � 19 &Alga Aymkmrwslilihya E 01111111►`ROMMor -! VA i WIVITIO HCS_ Unsignalized tersections Release 2.1g DRV-20.HC0 Page 1 E. ------------------- Center For Microcomputers In Transportation University of Florida 512 Weil Hall. Gainesville, FL 32611-2083 Ph: (904) 392-0378 --------- ------------------ Streets: (N-S) Project Drive - (E-W) NW 20th St. Major Street Direction .... EW Length of Time Analyzed... 15 (min) Analyst ................... GK Date of Analysis.......... 6/29/99 Other Information ......... PM Peak - Future w/ Project Two-way Stop -controlled Intersection Eastbound Westbound Northbound Southbou.nd L T R L T R L T R L T R No. Lanes ---- ---- ---- ---- ---- ---- ---- ---- Stop/Yield Volumes PHF Grade MC' s ( $ ) SU/RV's (g) CV I s M ) PCEIs 0 2 < 0 N 764 83 .9 .9 0 ---------------- 1 2 0 N 28 1009 .9 .9 0 1.10 --------------- 0 0 1 153 .9 0 1.10 --------------- Adjustment Factors 0 0 0 Vehicle Maneuver Critical Follow-up ------------------------ Gap (tg) Time (tf) Left Turn Major Road Right Turn Minor Road 5.50 2.10 Through Traffic Minor Road 5.50 6.50 2.60 Left Turn Minor Road 7.00 3.30 3.40 (Z;9_ 8 q 7 QW) 01 HCS: Unsignalized Intersections Release 2.1g DRV-20.HC0 Page 2 Worksheet for TWSC Intersection --------------------------------------------------•------ Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 470 Potential Capacity: (pcph) 800 Movement Capacity: (pcph) 800 Prob. of Queue -Free State: 0.77 -------------------------------------------------------- Step 2: LT from Major Street WB EB --------------------------------------------------------- Conflicting Flows: (vph) 941 Potential Capacity: (pcph) 536 Movement Capacity: (pcph) 536 Prob. of Queue -Free -------------------------------------------------------- State: 0.94 Intersection Performance Summary Avg. 950 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) -------- ------ (pcph) ------ (pcph)(sec/veh) ------------- (veh) ------- (sec/veh) -------------- 5.9 NB R 187 800 5.9 1.0 B WB L 34 536 7.2 0.1 B 0.2 Intersection Delay = 0.5 sec/veh LJ 0 9 -- 827 C7 �tttt AAft HCS: Unsignalized Intersections Release 2 lg 12-19.HC0 Page 1 ----------------------------------------------------- Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 - ------------------ Streets: (N-S) NW 12th Ave. - (E-W) NW 19th St. Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst... ........... GK Date of Analysis.......... 6129199 Other Information ......... PM Peak - Future w/ Project Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes - ---- ---- ---- ---- ---- ---- ---- Stop/Yield Volumes PHF Grade MCI s ($) SU/RV°s (W) CV s (g) PCEIs ------------ 0 2 < 0 N 1346 138 .9 .9, 0 --------------- 1 2 < 0 N 20 760 0 .9 .9 .9 0 1.10 Adjustment Factors 0 0 1 306 .9 0 1.10 -------------- Vehicle Maneuver Critical Follow-up ----------------------------- Gap (tg) - Time (tf) Left Turn Major Road _ __-- - -5.50 - 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 *3.40 SJ9- 827 @ 0 HCS: Unsignalized Intersections Release 2.1g 12-19.HC0 Page 2 Worksheet for TWSC Intersection Step 1: AT from Minor Street WB BB -------------------------------------------------------- Conflicting Flows: (vph) 824 Potential Capacity: (pcph) 529 Movement Capacity: (pcph) 529 Prob. of Queue -Free State: 0.29 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 1649 Potential Capacity: (pcph) 223 Movement Capacity: (pcph) 223 Prob. of Queue -Free State: --------------------------------------------------------- 0.89 Intersection Performance Summary Avg. 95g Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) -------- (veh) (sec/veh) ------ ------ ------ WB R 374 529 ------- 21.6 ------- ----- 5.4 D --------- 21.6 SB L 24 223 18.1 0.3 C 0.5 Intersection Delay = 2.7 sec/veh 0J 827 El HCS: Unsignalized Pintersections Release 2.1g 10-19.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) Bob Hope Rd. (E-W) NW 19th St. Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst .... .. ........... GK Date of Analysis.......... 6/29/99 Other. Information ......... PM Peak - Future w/ Project Two-way Stop -controlled Intersection ----------- ----------------------------------- Northbound Southbound Eastbound bound - I-L T R! L T R I L T R West I L T R No. Lanes Stop/Yield Volumes PHF Grade MCI M) SU/RVIs (�) CVIs (-) PCEIS 1 2 0 N 126 762 .9 .9 0 1.10 0 2 < 0 N 523 5 .9 .9 0 Adjustment Factors 0 0 0 Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road *7.00 *3.40 09- 82 .pry;' Fill] 116 a 1, 4 HCS: Unsignalized Intersections Release 2.1g 10-19.HC0 Page 2 Worksheet for TWSC Intersection - Step 1: RT from Minor Street WB - EB Conflicting Flows: (vph) 294 Potential Capacity: (pcph) 983 Movement Capacity: (pcph) 983 Prob. of Queue -Free -------------------------------------------------------- State: 0.62 Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 587 Potential Capacity: (pcph) 830 Movement Capacity: (pcph) 830 Prob. of Queue -Free -------------------------------------------------------- State: 0.81 Flow Rate Movement (pcph) -------- ------ EB R 375 NB L 154 Intersection Performance Summary Avg. 95W Move Shared Total Queue Approach Cap Cap Delay Length LOS Delay (pcph) (pcph)(sec/veh) (veh) (sec/veh) ------ -------------------- -------------- 5.9 983 5.9 2.0 B 830 5.3 0.7 B Intersection Delay = 1.4 sec/veh ��'' U4 (i JACKSON MEMORIAL. MEDICAL CENTER North - Parking Garage Site Utility Study Introduction The Jackson Memorial Medical Center (JMH) North - Campus Parking Garage project is to consist of a 5-story parking garage with roof deck, located between NW 12th and 1 Oth Avenues, and between NW 20th and 19th Streets in the City of Miami. The garage will provide 804 parking spaces. (1611 NW 12th Ave., Miami Florida). The total site consists of 2.5f Acres. I. Drainage Existing Drainage The site is currently occupied by two one story buildings to be removed, and the existing drainage system consists of some sparsely located inlets and sections of interconnected trench drain. Also some drainage consists of surface percolation with potential overflow to the adjacent City right-of-way during a more extreme rainfall events. Proposed Drainage System The primary drainage system for the project will consist of drainage wells, which will allow the storm runoff to be fully contained and disposed of on site. The project will be designed consistent with a 5-year design storm, DERM Water Control section D-4, part 2 of Miami -Dade County Public Works Department. It is currently anticipated that four 24" drainage wells will provide sufficient capacity for the project. The final drainage design for the project will provide a drainage system consistent with the above criteria, and consistent with all approval and permitting requirements for the project. Preliminary drainage computations for the project are provided in Table 1, below, which includes the basis for design. Ask Jackson Memorial Medical Center North - Parking Garage Site Utility Study Page 1 9' -- u 2'7 Table 1 Drainage Calculations Runoff Generation Total Net site Area 91,020 sf = 2.090 Acres Total Impervious Area (Incl. Wall areas) 84,202 sf = 1.933 Acres Roof Area 57,258 sf = 1.31 Acres Road & Parking 21,119 sf = 0.48 Acres Exterior Wall Area (1/3 NE Corner Wall Areas) 5,825 sf = 0.13 Acres [35' x (322'+ 777'-2~)1/3 Pervious Area (green areas) 12,500 sf = 0.287 Acres Average Runoff Coefficient Impervious Site Area = 1.933 x 0.95 = 1.836 Pervious Site Area = 0.287 x 0.30 = 0.086 Average Runoff Coefficient, C = (1.836+0.086) / 2.090 = 0.92 Design Storm 5 Year Return Frequency Time of Concentration 10 min. Rainfall Intensity 6.10 in/hr Peak Runoff Q = CIA = (0.92) (6.10) (2.09) = 1 1.7 cfs Assume each 24" diameter well flows at 800 g.p.m./per ft of head = 13.33 gps = 1.78 cfs Peak Runoff/Flow Per Well = 11.7 cfs/(Ave. 4 ft of head x 1.78 cfs) = 1.65 wells Provide 2 - 24" Diameter Wells Detention Tank Design Criteria: 1.5 minute (90 sec) detention time per detention structure Volume of Tank required for (11.7 cfs x 90 sec.)/2 =527 cubic ft / tank or 3,940 gallon each Interior Tank Dimensions: 8' (width) x 5' (height) x 14' (length) = 560 cubic feet each Provide i tank for each well, of 560 c.f. volume each Jackson Memorial Medical Center North - Parking Garage Site utility Study Page 2 V9- 827 11. Water distribution System The Miami -Dade Water and Sewer Department (MDWASD) owns and operates the following water mains in the vicinity of the project. Location Between Water Main(s) NW 201" Street NW 1 Oth Ave. to NW 12th Ave. 1211 (North side of the Project) 36" NW 10" Avenue NW 19th St. to NW 20th St. 24" (East side of the Project) 20" 30" 24" NW 12'h Avenue NW 19th St. to NW 20th St. 1211 (West side of the Project) There is also an existing 12" water main within J.M.H. property running north to south on the West Side of the proposed parking garage, which serves several existing buildings. The water connections to serve the project will be installed at NW 20th Street, near the intersection with NW 1 Oth Avenue, either from the 12" water main running along NW 20th Street. A second option for the water connection can be at NW 1 Oth Avenue, from the westernmost 24" water main running along that street. The connections will consist of fire line supply, domestic and irrigation water. No on -site fire, domestic water, or irrigation wells are planned for the project. Amik Jackson Memorial Medical Center North - Parking Garage Site utility Study Page 3 41 III. Sanitary Sewer Collection System The Miami -Dade Water and Sewer Department (MDWASD) owns and operates the following sanitary sewer mains in the vicinity of the project. Location Between Water Main(s) NW 20" Street NW 1 Oth Ave. to NW 12th Ave. 10" (Gravity) (North side of the Project) NW 19" Street NW 1 Oth Ave. to NW 12th Ave. 10" (Gravity) (Southwest side of the Project) 30" (Forcemain) NW 12' Avenue NW 19th St. to NW 20th St. 12" (Gravity) (West side of the Project) There is also an existing 12" sanitary sewer gravity main within J.M.H. property, adjacent to the southwest corner of the proposed parking garage, which currently serves several existing facilities. The sanitary sewer connection for the project will be made to the existing 12" sanitary . sewer gravity main within J.M.H. property. No sanitary sewer pump station will be built on - site to serve this project. IV. Solid Waste Generation Solid waste will not be generated by this project. Ah Jackson Memorial Medical Center North - Parking Garage Site Utility Study Page 4 eq 89� JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE MAJOR USE SPECIAL PERMIT ECONOMIC IMPACT ANALYSIS Prepared by Public Health Trust r 99- 82 a Jackson Memorial Hospital;_ North Parking Garage Economic Impact Analysis The Medical Campus of the Jackson Memorial Hospital is in a prime location within the Civic Center. The Campus is situated primarily between 121h Avenue to the west, Bob Hope Boulevard to the east, Northwest 14`h Street to the south and Northwest 201h Street to the north. The parcel for the new parking garage is to the north of the campus between Northwest 19`h and 20'h Street. The Campus draws patients and visitors from all areas of the County. The daily population on campus between patients, visitors and employees is estimated at 25,000. This individuals arrive at our campus by means of public transportation, metro -rail or by automobile. The growth of the campus to the north has determined the location of the proposed parking garage on the property north of 19`h Street. Therefore serving the new Diagnostic Treatment Center and the future Rehabilitation Building. The proposed garage will be approximately 804 spaces, constructed in 5 parking levels. With entrances and exits on 19`h and 201h Street. Allowing for easy access from all areas. This construction will initially create employment opportunities for a minimum of 100 workers spread over a 12-month period. X� 0 L JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE MAJOR USE SPECIAL PERMIT SURVEY OF PROPERTY Prepared for Public Health Trust a Schwebke - Shiskin & Associates, Inc. 3240 Corporate Way Miramar, Florida 33025 RE S 9" 827 TRACT A, MUM PAL SHOP$ PLAT B S7 el Pegr d� .folo '""`OS U SON MEMORIAL HOSPITAL Pa i 5 PLAT BOOK !! at Page ! - ➢m s,. 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V' .•;.' �' i, � ,.�y�?,e'r:.:_; :c ;�����.�' �i �� i�;' � +� :.t � �f <. �� r� �/ . ��/ s . s�i.�..�r) �:1 - SAC _ � - � � � - '�'�i► 1'► �1� • _ ��._.. ���;it��: � � .. , Alf Ill 00 .,.., t�'�}:'i74��•..; /�'� .'""'!"`.j�v. �.y.�_ •► i. ". f .,.; �' �a,..' "�r: a� e' !,s7 �:df '�..- �f. �R �:�.� _.,+t.+f1�.4r.' ..1�, '�.•.�� 0 �.f �., I, ,.? 1 �: :.�: a �- / u' t+ Sr i +— t �T, /� 1 lis . walt >IIw14' r r p NOW NOW ... I ./ ,, ..'.J! .:. .' -'.. ��..: �^ .... � -,• _—.� ...: : , ' � 'A �:f wry _ \ u.Y. _fir+---_.. .V•r'N - eF � c 1T v z FC 017 WWK OW Mw e The OnfwMcdory Management Company 305-477-9149 •800-287-4799 • FAX 305-477-7526 J condition mNf�r JACKSON MEMORIAL K Ci H 0 IS P I T A L 1 975.N.W. 1 2TH AVE. MIAMI. FLrIPii)n L- - - - - - - - - - - - I SUBMITTAL: MAJOR USE SPECIAL PERMIT DATE: .DUNE 7, 1999 INDEX OF DRAWINGS ARCHITECTURAL L-, LANDSCAPE PUN A -I SITE PLAN 2 LOUTOW MAP A -I GROUND FLOOR PLAN A-3 SFTONO FLOOR PLAN A-4 Tmw FlDOR PLAN A-S FOURTH FLUOR PUN " HFTH n" PLAN A-7 EIEVATIOW A-E SULDING smiu S CARR SMITH CORRADI"O 405S NW 97tn AVENUE MIAMI, FLORIDA Ul70 TEL 303.59-.0735 ¢'� w 827 In] _ .IACKSON MEMORIAL HOSPITAL LIGHTING a PAVING SCHEDULE _�.—... i WNUFACTURER I Fl1r7URESMMP3 •I � 'MODEL tGTALOO NO. i. No.._TfPE _ ti Wtt+p'e^9 A614a1P•e ' 1 'EXN IOJW : - 120 'Gr►>, FboO Kam'! 1� P.VIrK. TbPE .. `c.41�. _ • '. t i 6006 •4'%S Conc Paws ,So Mattlt t310g. ? Sp Ft _N NnrmnOmre Paaem 0 0 JACKSON MSMORiAL HOSPITAL PLAN nNG SCH l t, l KEY : OTI I BOTANICAL/COMMON NAME g&M �rREis BUR ! 5 Sumeraserwuba1 i1214xT•8'S :•HtBa6 I ! Gumbo Limbo CCO1 5 ComWobagvasit I 87!1tx�-TS . 888 I PhuR iDWR CEP 2 'Ceiba i30' Ht CAS 1 'Casale SuraOanis .T•w H+D= x w•T spr GWtcow Cassia rMA MIL Ba8 CHS 1 Clmm I n-lr Ht xT-w SFI. B&S. t FbsS SWK Tree - r mt. penm COR . 2 Cordia sehatena I •Ir-7 Ht x S-r Spe. 888 Trse Dert m ECG i 'e'-w HtX S'4V S .. BSB Coral Tree LYL 7 'L .ra / 10'-12 Ht. x r-w . Cuban Tamarind 4' Cr. us LYS B Ljeloma sabW to•-t21K. x w-r W. gas • Wild Tamarind I OW 30 'Oueum vagmanal ;14'-ITHLX7-10'Sor.. 1 live Oak Ba8. r CaL, V CT SMG 2 Simaruba glauca / 10'-12 HEX r4r Spr. ' Paradise Tree T Cr. 868 SWM, 8 -swwemamanogaml 12.14' Ht X w-V Spr., 098. 3.5' Cat. 4• CT , PALMS OSP : 5 Dictycopenna album/ , f0'-12 Ht, Ba8 ' Pdr4m Palm RRG 5 Ronwnea mqw '2, CA Ht. T GW Florida Roval Pxlm RR3 2 Roystonea reqW 20.24' OA HL w GW Triple RoVW Palm L THR 13 "Thnnax radiata / 8' OA Ht„ Ba8 ' FWda Thatch Palm VW3 12 VcbrtawwMI •18.2VOAMt- B&S Triole Vefthta V W1 23 Ve*fta watin / IS-2W OA HL. Ba8 sylgle Veit ma StaggerH ' When Mwftq SHRUBS CBI 570 Chrrwbatarm icacol 30' Ht, 3 gal, 38" OC I Redbp cowodm CLR 42 Chma quttlfera J Tqa 4W OA I Smad *aved Clusia , MYR 40 MMft gumensm J 3W tit x Ir Sot, 3 gal, Mymmv NEC 1231 Nephrdeps .12••t8'.3 ,. CA. 30'OA Macho Fem PHX 100 Philodendronxanadu/ ' 13-i4-CIA 3 •24'-30.OA.. PNV 730'Penmsetum wllosumJ 7 gal.. T OC , Feadteno Fow!mn Grass GROUNDCOVERS NEO 200 Neomwica gracilus iT-frHt. T gat RM. r0C t AposMs In 88V 324 Begoma 'Black VrdveC 1T-18-Ht. t gat. fw.5'OC Blahr Velvet is LAN 377 Lantana'Gclq / ' - Dwarf Gold Lantana T 12.' OA, t LMV 60 Leto muscanv tr/ ,9^-12•.1 .18'OC •... Vanegated Lly Tun PEN 140 PenhsW"olata/ �12=15'OA;t 1w'OC Red Pintas SOD 32W S m secundaMm / R St A Fkxatam' IY ENGRFAL HOSPFTAL • fRl'M:w Q'A4attl r�tert:nuoato4e q C Ht�b •v 7 74M, t wt" UmsPEmIItEPER7,1r 73 1 d r i i xrr rras i wa nra aaMs ry4rw Guw aerrr claaarr,o �0l9 A frR AtOarC IwrC ru n" A17a TM 3=41404" WALKER � msennx� SOP a aar urr. s.Mr.4 t�R R M w soae t tmme oxsmr stubs r1u o.� rb4r am 539-OM I23W 1t I a.-% ra ow no -ow L I V S AsavctArss tmnow 17r 01xRq'!•01E - fi1 a 00 WO maser mw 1>nN Mi•1.9 DOeerlla oLawmio LQC TM iwlw "" ^" • bb�•t 4r }�� �I iw�w w•�c tr�t•4 Y �r�s rY xs[�w1���,er����` �Ey,. �..do-T- \ fah lip -------- -- -—.----------------------------- -- -- -- ZONING ANALYSIS r1lYrhfloRiON SO -ICY OYSLAY DISTRICT (G/1) - UNDMLYING ZONING S3 TR1Ct 9 R=cOOTPRIrT 58.025 S.F. 4 F er _ GR0688ULDN0AFEA 232.100 S.F. oy U;Now MW HEKKALL.OWED UNUMITED Petee GAPAGE 86'-3' PROPOSED C,IIIIIIe„ree 24M, 8LDOSEMOM T. FRONT.(N.W. 20TH 5r) saswsr FIEOI PROM 10'-0, 23z-9" totA9tde 2. SIDE.(EAI REM PROY�_ . 10'-0* 20'-11 .r 1 aac ssr v 3. SIDE.(WEST) 1EO. PF1U1D 10'-0" 128I 4. RE4R(SOUTH) RED. PROVIDED. 10'-0' 26'-11' PARKING SPACES FLOOR - FEG - HC - TOT CEKXM FLOOR - IN - 9 - 117 SECOND FLOOR - ISO - 3 - 153 11•11SID FLOOR - 107 - 9- - 96 FOURTH FLOOR - 167 - 9 - 176 FiFlti FLOOR - 173 - 9 - 182 TOTAL - 765 - 39 - 804 NaM FOR FAR GROUND COVERAAF_ AND GREEN SPACE REOUVEMENTS, PLEASE REFER TO Lafi3 W OF M A JACKSON MEMORIAL MI CIENTEi IMA,STIER PLAN ON 1 LE WITH PLANNING AND ZONING DEPARTMENTS :PLAN Ifj"_vlF.S� LOCATM MAP 99^ 827 axs .au� e e�wr am cow�oo .� iw nw •m�ic mw% "Awn " xc msaom WALKER wesmmcs� si+� mr Aa.c� na paa� a. yma s va omen s,.ao rye+ � ra�irmo �m-u►os iM 81�19 a sanvflwltNa rw .ve cc yaw owe M wK .rr� n1Y QOA AssoctATS3 nT nm w974 A ��Uut -.M,� ►i' � F �»fit ](Q US OrSIALL SITE PLM 1womm At /j►\ �T F9..00R Z 09 - 827 i Mom' FAM=avAM C= mw ■,Q am 7RR1S R4R R.0' lou"m Rb ow MkMUSEWeM4L.FS= 7� t�R7ot CROI� �qq� 61ftlr y/M WpppMp rWA4 /IARM :g" 7Q 7M-W4V3& WALKER tYR.. t>RmuLvim TAW st Moto.�s..�r- .d' r +.s a ala: 028OLMM A aaeam r 777751GR snn m you o� �s � �p/t.1Y�111R� II]q SR i7DN fit'. TtR (� n!l�ofll.M. 171M L I V $ R S S O C[ A. T E S MR ISt MW AEIIC— SR[; .a�!•PR fU�il'M 1t mt GROUND FLOOR, " '�t Yi-2 - P IF 0 e o o e yr nr.t �II l i i 1 A 2 1 D �LooA 0 827 4 ow .r . ACKSON HOSPITAL Iwr.vr:.+rAas MORTW rtwr�st.atttuw� v 9+ PAWMQANA6E' CS& room raow 2m 4mstennrl� 10fARAW M&MU8E3MM&PWW- m t.rt aAxs totam taut atm atAtaaoto f0!! M►l71R AKMA!' WALKER aA�sr msaTrrt Pt.2 A. wk." >•��"' T.it 3=0 p.__ ft alsom .r. 4AVO0 t MtUAM DEMI smic IF ANk'S PEON Blfi®�q ! �URYETi�3,AIG tx7q II4 r.I}t tYf. tt 4100/ � �r~4r 311tt A 930C tATB 3S }pf I�Mr/l1�Gi�wtltt - 9I.[ A I]f� N]-�lllComC0t171. rwsir Ay l,My tiX , SECOND FLOOR sa .a A-3 V r p O Q � R.00R W .�,,�•.r. r 2C�d' f iti5 - s'v . i . �isi�`��"�,r��"�5."�-ti..,T_'��,h..x�r:�.� � € OSPe TAL ruar,[ttn[e[o� % v ar O� PCg t PMlQ1�811MAE [. cm roar mum IUTAUAW s6 �' A[MOR USE 9PEGb11: P Et7f f IY Ion I mamt R tta� wom ten rasa am I= OB" scam •s o caar smt CoMpa m 4m w TM AVOW RL ]7iM4AM -O WACKER v� Mra. aambrR SAW= «ea a,.+...... >.94m 3" aaeax® ra tlawma .� Soo f Nam /A\ Q[mcx sruna FALI tt7e7 c� taa on.t tra.as a4r\.►)<71r u >at0 pos) � ls8o�v7f8 w- mmax Y 4 nb�I � nwnt am tr6 FLOOR %II �'' 27 827 aararma-4 me Q - M © _ a j Q Q 0 lJ V 2 V V V V m OttMQ�R H :O -- rvu� 99 - 82 MEMORY. �rtw,w. awaWr n�rr.►topa� c pro m� ,r 7 � i no�rr�r nc wew W~ 2 MAMUSESPeWL Ts r.ef ataw seem era rfm cwnw a 4M NO floe MOW To. 305394A ]f WALKER ..e4 msRro.ir sr = 4w s.�..r T..Wft M aw rltSM 73 MUNA if A. SUM t IMAM omw sruaw rw ift Wmvumw- 1S..W i C- Ta 0" as-aw- ASSO�TESs I � I t 1 0 I I 'i O I 1 /i�,��, O MMY m motto RooR Abk JACKSCTN OSPITAL - - YIAYf:�4011fOA1, � - r G H ' rr f m < o. R l p-pw rw7Rnr PAFOW6GARAW ... a.oes Host oner dow"m WtMUSEOMA6PSW f_APPROW Rwrow f" imu CAM SWM 41M OW OM AVMW Mwc nOWA M Ill,aY susas 4WRLKER nn.n ms►tora- a6ar aer ou waULNIM fR waaemn s som ! Nam DEEM T"w t4 132" o.rt. ra (xo a+ -no L I V S ASSOfA716 ow MWI'mm twat. rr..t �•ir wt fY-F 1�I�t. -rw�►Mn'�1'w1 Y.. Y r.MwI wAW am u FFTH FLOOR' 'a""s'A-6 IiII&J= CORRADINL.0 BULDNO SECTiCNJ A -A 4 4(� 4 4 4 4 4 4 4 Q 4 4 4 4 :Try-nf feu .TIC BUL.DNa SECTION C-C S9- 827 Or lR PS Nam PAIla766w" 240 101.49A M&MUSEspenapaw +. owl moos a iew alas .a gat asaw ovum i A i l u- arm m A%VVA � Ilr' /)11/ Aq.. mo% nom.3nn T 3M041" WALKER root moatrrt.- 9ft 20 am twrn n MM en3a.�ea. n. naeessat re 30M a Nam rw - err• w..+p�1r1. � 11 wY fey IMiT 111N pS•�9of2 '"M SR .32. 4rt L T7 . 4IIrNt 179 tt (3m 20-0Mf L I 9 S A S S O C I A T 3 8 n, "Im - SM A olR omla,. nae' 3"31 4ty •a-LIA 0=10, o`.rrsrw w_r e� SULDM SECTKAS ,w..QA-s ����������u�N�����lU��liu I'�'11�1' P�II"III!I'IRI�IE!I�GIUVIVI@Rlp!�Iq1�9R'r"r�r"n"•,ax'.r-'rn''•."",�.-.��......._. APPLICANT HEARING DATE REQUEST/LOCATION LEGAL DESCRIPTION PETITION PLANNING RECOMMENDATION BACKGROUND AND ANALYSIS PZ-1 PLANNING FACT SHEET Richard Tobias, for the Public Health Trust. July 21, 1999. Proposal for a Major Use Special Permit for the Jackson Memorial Hospital Parking Garage Project located at approximately 1975 NW 12`h Avenue. Complete legal description on file with the Hearing Boards Office. Consideration of a Major Use Special Permit for the Jackson Memorial Hospital Parking Garage Parking Garage Project to allow 804 parking spaces and a pedestrian bridge to cross a private road (AKA NW 191h Street). Approval with conditions. See attached analysis. PLANNING ADVISORY BOARD Approval VOTE: 6-0 CITY COMMISSION Continued from CC of September 28, 1999. APPLICATION NUMBER 99-027 Item #2 ...................................................................................................................................................................................................................................... CITY OF MIAMI - DEPARTMENT OF PLANNING AND DEVELOPMENT 444 SW 2NO AVENUE, 3RD FLOOR - MIAMI, FLORIDA, 33130 PHONE (305) 416-1435 .............................................................. -................ ---- ...... --- ------------ - 09/09/99......................................................Page..1. 99- 827 ANALYSIS FOR A MAJOR USE SPECIAL PERMIT FOR THE JACKSON MEMORIAL HOSPITAL PARKING STRUCTURE 1975 NW 12th Avenue CASE NO. 99-027 This application for a Major Use Special Permit, as per City of Miami Zoning Ordinance 11000, as amended, Article 17, Section 1701 has been reviewed to allow a parking garage structure with 804 parking spaces, including a pedestrian bridge over a private road (AKA NW 19`b Street). The following findings have been made: • It is found that the proposed parking structure is going to be primarily used by the Jackson Memorial Hospital Complex for employees and visitors. • It is found that the property was the subject of a recent Zoning Change request in order to add the SD-10 Jackson Memorial Hospital Medical Center Overlay District. The purpose of the SD-10 Overlay is to consolidate parking needs for the Jackson Complex; and, to this end, the proposed Parking Structure will serve these needs well. • It is found that the project was heard by the Large Scale Development Committee at its meeting of March 12, 1999. The project was found technically sufficient. • It is found that the proposed use is in scale and character with the surrounding area. It is also found that at the present time, parking for the Jackson Memorial Hospital Area is very much needed. • It is found that the structure is appropriately designed for its location and use within the Jackson Memorial Hospital Complex. • It is found that the proposed layout provides adequate space for parking and circulation. • It is found that the landscape plan included as part of this petition is adequate. • It is found that this project will have no adverse impacts on the surrounding area. 99- .827 0 x 0 • It is found that with respect to all additional criteria as specified in Section 1305 of Zoning Ordinance 11000, the proposal has been reviewed and found to be adequate. Based on these findings, the Department of Planning and Zoning is recommending approval of the requested Major Use Special Permit with the following conditions: 1. The approval of this Major Use Special Permit shall be subject to the recordation of the following documents prior to the issuance of any building permits for the proposed project: a. Unity of Title or covenant in lieu thereof providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity. b. Development Order specifying that the Development Order runs with the land and is binding on the Applicant, it successors and assigns, jointly or severally. 2. The applicant shall submit a parking plan for construction employees while the building is under construction; said parking plan shall be subject to review and approval by the Department of Planning and Zoning prior to the issuance of any building permits. 3. This approval shall also be subject to all additional conditions specified in the Final Development Order for the project. 009— 827 • Note 1 Note 2 J'ACKSON MEMORIAL HOSPITAL ADDENDMII TO APPLICATION FOR iVWOR USE SPECIAL PERMIT Request for Major Use Special Permits For: a) To construct a par3dna V structure toaaining>304 spaces. The above 1ylajor Use Special Permits are to encompass the lower ranking Special perraits requested below: a) To apply for a Class I pe=-t to permit the smgin; consuuctioh. and parking during b) To apply for a Class I permit to allow developm=t/construction signage. c) To request a waiver f;om the City Commission:. (i} from the noise ordinance during the rewired concrete pours for construction of the building. d) A spe: ial exception to permit a parking garage on Governmenil Insro tionW zoning district is not required for this project. This property was rezoned to SD-10 Jackson Memorial Hospital Medical center Overlay District by Qrdinance No. 11826, adapted on 8/2/99. e) To apply for all other lesser permrts as mabe y and construction rewired allow development construction of this project as conrearplated under this Major Use Special Permit application as submitted and per plans on file. Q'D,ISt;: 743%117xg10Z'J A 607.01 4/S/99 VA - 827 o RESOLUTION PAB -29-99 A RESOLUTION RECOMMENDING ,APPROVAL OF A MAJOR USE SPECIAL PERMIT FOR THE JACKSON MEMORIAL HOSPITAL PARKING GARAGE PROJECT LOCATED AT APPROXIMATELY 1975 NW 12TH AVENUE IN ORDER TO ALLOW A NEW PARKING STRUCTURE WITH 904 PARKING SPACES, INCLUDING A PEDESTRIAN BRIDGE OVER A PRIVATE ROAD (AKA NW 19T" STREET), SUBJECT TO THE FOLLOWING CONDITIONS: 1) THE APPROVAL OF THIS MAJOR USE SPECIAL PERMIT SHALL BE SUBJECT TO THE RECORDATION OF THE FOLLOWING DOCUMENTS PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS FOR THE PROPOSED PROJECT: A) UNITY OF TITLE OR COVENANT IN LIEU THEREOF PROVIDING THAT THE OWNERSHIP, OPERATION AND MAINTENANCE OF ALL COMMON AREAS AND FACILITIES WILL BE BY THE PROPERTY OWNER OR A MANDATORY PROPERTY OWNER ASSOCIATION IN PERPETUITY. B) DEVELOPMENT ORDER SPECIFYING THAT THE DEVELOPMENT ORDER RUNS WITH THE LAND AND IS BINDING ON THE APPLICANT, IT SUCCESSORS AND ASSIGNS, JOINTLY OR SEVERALLY. 2) THE APPLICANT SHALL SUBMIT A PARKING PLAN FOR CONSTRUCTION EMPLOYEES WHILE THE BUILDING IS UNDER CONSTRUCTION; SAID PARKING PLAN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE PLANNING DEPARTMENT PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS. 3) THIS APPROVAL SHALL ALSO BE SUBJECT TO ALL ADDITIONAL CONDITIONS SPECIFIED IN THE FINAL DEVELOPMENT ORDER FOR THE PROJECT. 99-- 827 HEARING DATE: July 21, 1999 ITEM NO. 2 VOTE: 6-0 T ATTEST;. - � �,�,,,� a Gelabert-Banc Direct Planning Department S9— 82 I R 2 SANTA MARA STATION TRACT 'A' star' _ MIAMI MUNICIPAL TRACT TR A RAPID TRANSIT' I or 6-----ST- NER TRC h RACE -A' ¢ ;InaCr B TRACT )ARS OF LEBANON I 1 •SPI TRACTCOMPLEX jY J I t>oirraQc I! -1 •1 I, 1+111'!sl'.JI'I�I+ eeel"6e011111 mma���vvvo�! WWI I jo did- Battle !mlr . N M IAMI J T A D I U M NW 24 d7/I Z ,, e , „ ;„ a N.W. 23 c • '� ' 'e 1 r f f • .. PAGE GREEN � , rRAet 'A' eQH[MIA AMMO! PA SENGE TERMIh asom�mee.%T� 7 M U N C Rjt :' � � 1�(H o P ;HEST IIUNBAR SCHOOL SITE TRACT A ` r �•':':':"•':•'•.::�:� � •�sr•eom°H To rA f ,o,f • � r ('�— � s �'�::��l:�• •••'.;v.� 1 + ptA,faA x.,°eiftr .c. + �F ::}'�'• :r;� � �P���,�a� N.W. 1. ^` A s A a i e r W. N. SD-10 a { TRACT A _ 3 _ AV TRACT'F, j 's ,• 's '„ 'r In .,f �roln rr N.W. IS ST. �! �® 1 N.W 18 V JACKSON ME ORIA REDEVELOPMENT ` fi 7 r•`: ' SD-�� SUO D NO, 1 1 �r n I,�. , i, , •, cif (FAR2.4) a TR.A ITRB TRACT. , I r— --- 17 THIS AREA 2 iAAcr•e S ++ TRACT-V i OCCLUDED D H�� � 1 r 1 0 1 HOSPITAL sue I f = \�\ TRACre'hJ —�� FIRST in 1 r, ' 1 1 RACTIC 1 Is 1 I a ,4, ,c TRACT-3 I TRACT=O' i GPv rr I L GT je r r. MENTAL _ _ _\-I -- - ( Z - RETARDATION 1 I , — rc CENTER \, 3 TRACT -A' I • ° = i s 1 q "+ •_ r \►C�p�\p ( TRACT-9 TRACT-'E' t r r--..— , SST. CARDIAC TRACT-4 OSPITAL SUB. TRACT-5 a —w_—w*7 i �` �'a �� Nw IS ( +' 3 t ' TRACT 'A" _ j !O s JAC 0 EF n OPSUB. S V :�' / re TRACT -A, TRAP' 6'gt�Y,`tk+'#�+7A4�{vth3tv!t+hT'r .y��"'.�i`�Ar:�� if�%'��-f,�+:�;Yd"M`fis1Yk�'�tfh�i'. � F^.• E9ry�1��1f�. A°"' r�. i �,(�,. ��r ; ­1 ......... . ... rip -METPORAIL- N N.W. .9 Ln- yj J�a %49 hF 10 A a IL jj r .0 %40 09- 827 CITY OF MI AMI PLA�G DEPARTMENT APPLICATION FOR I1/LAJOA USE SP.ECLALL PERMIT IT IS INT'cNDED THAT MAJOR USE SPECIAL p8RMiTS ar RI:QUiR:D Wt���IF SPECiFTrD OF CITYWIDE OR ARUSES AN DED/Olt OCCUPANCIES T!'VOLV� ,y,1 SZS �Z= TO R E EA -WIDE IMPORTANCE VM C,*IY COMMISSTON SHAD BE SOLwrI.Y RTSPONSIOLE FOR DETEicMNATiONS ON APPLICATIONS FOR MAJOR USE SP'=CL4:. P .% n qr—r tR77C—r -17 OF ORDINANCE 11000. AS 44tENDED, 771L' ZONING OR_7JNANCE OF fJIF. CM OF,W144J1, FLORID..) T'n c Ci 1 Y COMMLSSION S$1LL RUT- R .ALL APPLICATONS FOR MAJOR USE SPECIAL PERMITS To rz� p"%4,, uNG ADVISORY iIQAa U A.vD TO TF+� DIRECTOR OFTh'F PLANNING DEPARTMNN; FOR �COMME-*IDATIONS. AND MAY MAKE REFERRALS TO AGE:vCM. SODIFS. OR Ol•r tCcRS, M711M THROUGH TIME PL4NNNG DEPARTMENT OR DiRGCTLY, FOR REVIEW, ANALYSIS AND/OR'r CI-2IICAT. M. MNGS AND OF R.� . A 1ONSGRID AND RLPORTSTiiEREON,(Sdf,S1rC70MIJOI.SOFORDINANCEIIOOO ASAUFJVDED, �ZpNryG0RD1N�INGOF CS AND oF,LlLa>rn, rLORIDCM SECTION 2.633 OF THE CODE OF THE CITY OF MiAMI, FLORIDA, AS AKNDED, GF-NFRALLY REQUIRES ANY PER50N WFIO RECEIVES COHP�ISATION, RE-WINERATTON OR WENSP-S FOR CONDUCTTNG LOBBYING ACrN7T= TO REOIST R A.c A LOBEYiST VHO TEC CM CLER" PRIOR TO FNCIS AVAAWNGILABLE IN LOBBYD71 A OFFICE nES BEF OR CITY n'kFr, HOARDS, COMMIT —I EES AND THE CITY COMMISSION. A COPY MI SAID LOIUDORDINANCE331 AVAiLABt ti TN iTIE OF�7CE 0 F THE CiTY CLERK (MIAMI CiTY HALL), LOCATED AT 3500 PAN AMI UCA-Y DRIVE, MIA,LtL FLORID. 33133. NOTE. • THIS APPLICATIONMUST BE 77PEWRITTE'N.4n SIGNED LV BLACKRVI. T, Public Health Tnist hereby apply to the Director of the PlanningDepartment a Major Use Special Permit under the provisions of Article 17 of the City Of MiamZe Zoning OrdinancMiami for approve! of Property Address: Aarroximarely i97 W 12 Av nue wit in cnn Liemc�rial Hog I iex Nature of proposed use (be specific): Ag04sance parkin a eerage with nede.trian hridge over a tnivat~ marl A1K/A 19th Str•-! APPLICATION hil TERLA.LS 1 armch the following in support and explanation of the application: I. Two original surveys, prepared by a State of F Icrida Registered Land Surveyor within one ,year from the date of application. r 2. Affidavit disclosing ownership of prcper:f cover!~ by application and disclosure of interest form (arzach forms 4-83 and 4a-83 to application). 99- 827 APPLICATION MATERIALS (continued) •'inch the following It support mid explanation of the application: 0 3. Certified list of owners of real estate within a 375-foot radius from the outside boundaries of property (attach form 6-83 to application). 13 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. C3 S. General location map showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adioining the project, and the like. L7 6. Concept Tian a) Site plan and relevant information per Section 1304.2.1d-h. b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities, per Section 1702.3.2a. c) How concept affects existing zoning and adopted comprehensive plan principles and designatiom%ftladan of any required variances, special permits, changes of zoning or exemptions, per Section 1702-3.2b. !7 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). © 8. Other (be specific): O 9. Fee of $ 14.995.13 for the Major Use Special Permit, based on current fee schedule asset forth in Chapter 62 of the Code of the City of Miami, as amended. O 10. Additional fee of $ , for any required special permits, changes of zoning or variances set forth in chapter 62 of the Code of the City of Miami, as amended. Total pee: $ Signature Name Richard- Tnlhiae Address c/o A. Vic kv Garcia -Toledo sg Phone/Fax QQD 15�9 / Q051374-7593 - Date April 1990 nNALAPPROVAT. OFTIUS APPLICATION FOR MAJOR USE SPECIAL PETWITSHALL CONSIST opANEXECL7CDItESOLUTIONAY7vE INUAMI CITY COI1tKISSION AND A DE• VCLOPMIsNT OJWCR ATTACHI:0 TFrCRCro wmCit SPECinES Tfiir CONDITIONS UNDER WATCH TIUS AfAJOR USF. SPECIAL PrItMIT APPLIC:A'rrON IS APFROVED; IF APPROVED BY 71"E• CITY COMMISSION, SAID RESOLUTION AND DEvELOPMENT ORDER SHALL. UPON EXECUTION THERLOF BE TRANFMP77CD TO TIIC 01VNr',R Olt AUTHORIZED AGENT AT"fHr ADDRESS SPECIFIED ABOVE. D9— -2"d (5) rti' t. DISCLOSURL OF OWNERSRTP L Legal description and street address of subject real property: See attached Exhibit "A" 2. Owner(s) of subject real Property and percentage of ownership. Note; Seetion 2-618 of the Code of the City of Miami requires disclosure of all parties having a financial interest, either direct or indirect in the subject matter of a presentation, request or petition to the City Commission. Accordingly, question #2 requires disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. Public Health Trust A/K/A Jackson Memorial Hospital is a Public Entity and part of Miami-Dado County 3. Legal description and street address of any real property (a) owned by any parry listed in answer to question #2, and (b) located within 375 feet of the subject real property. All properties depicted in City of Miami Zoning Atlas page 2d and known as the Jackson Memorial Hospital Complex Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this � day of by:Richard Tobias, VP of Pln 0 �lblic Health Tnist, an agency for >Vliami- t Coun . He is personally to me tY P y known an oath, as identification and who did (did not) take ,Name: Notary Public -State of Florida Commission No.: My Commission Expires: G:1D.NiS73 7•t y1 117E 910234792.01 OF L FAL NOTARYARD A POtEMEM PusUCS TEOF -ORIDA COM1vMMON NO. CC711169 CC%Lfi4L5II(W EXP. IAN. 26- M 99- 827 EXHIBIT A LEGAL DESCRIPTION: A portion of Tract "A", "MUNICIPAL SHOPS TRACT", as recorded in Plat Book 52 at Page 14 of the Public Records of Dade County, Florida, being more particularly described as follows: Commence at the Southeast corner of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of Section 35, Township 53 South, Range 41 East, thence South 89 degrees 10 minutes 40 seconds West along the South line of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of said Section 35 for 237.02 feet to a Southeast corner of said Tract "A"; thence North 00 degrees 12 minutes 24 seconds East along the East line of said Tract "A" for 80.20 feet; thence South 64 degrees 06 minutes 44 seconds West for 132.62 feet; thence South 89 degrees 10 minutes 40 seconds West for 57.13 feet to the Point of Beginning of the following described parcel of land, (the last two described courses being coincident with the Southerly boundary of that certain parcel as described in Official Records Book 14281 at Page 953 of the Public Records of Dade County, Florida); thence South 89 degrees 10 minutes 40 seconds West along a line parallel with and 24.00 feet North of as measured at right angles to the said South line of the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of said Section 35 for.110.58 feet to a Point of Curvature; thence Southwesterly, Westerly and Northwesterly along a circular curve to the right having a + radius of 556.96 feet and a central angle of 10 degrees 09 minutes 44 seconds for an arc distance of 98.78 feet to a Point of Reverse Curvature; thence Northwesterly, Westerly and Southwesterly along a circular curve to the left having a radius of 588.96 feet and a central angle of 10 degrees 09 minutes 44 seconds for an arc distance of 104.46 feet, (the last three described courses being coincident with the Northerly boundary of that certain easement described per City of Miami Resolution No. 31361); thence South 89 degrees 18 minutes 40 seconds West along a line non- tangem to the last described curve for 182.81 feet to the Southeast coiner of that certain parcel of land described in Official Records Book 9811 at Page 865 of the Public Records of Dade County, Florida; thence North 00 degrees 48 minutes 00 seconds West along the Easterly boundary of that said Certain parcel described in Official Records Book 9811 at Page 865 for 171.40 feet; thence North 89 degrees 12 minutes 00 seconds East at right angles to the last described course for 75.52 feet to a Point of Curvature; thence Northeasterly along a circular curve to the left having a radius of 110.50'feet and a central angle of 70 degrees 50 minutes 13 seconds for ano arc distance of 136.62 feet; thence North 89 degrees 12 minutes 09 seconds East for 8.11 feet; thence North 00 degrees 47 minutes 51 seconds West at right angles to the last and next described courses for 348.75 feet, (the last four described courses being coincident with the Easterly boundary of a certain parcel described in a lease agreement with Dade County from the City of Miami); thence North 89 degrees 12 minutes 09 seconds East along North boundary line of said Tract "A" for 367.55 feet; thence South 00 degrees 13 minutes 39 seconds West for 222.42 feet; thence South 07 degrees 22 minutes 06 seconds West for 394.19 feet to the Point of Beginning; (thelast two described courses being coincident with the Westerly boundary of that said certain parcel as described in Official Records Book 14281 at Page 953 of the Public Records of Dade County, Florida). All of the above lying in the North 1/2 of the Northwest 1/4 of the Northeast 1/4 of Section 35, Township 53 South, Range 41 East, Dade County, Florida, and containing 5.635 Acres more or less. c:\word-p\legals\municipa.bob 99— 827 NE AFF IDAVTT STATE OF FLOTLIDA } )SS COUNTY OF MIAMI-DADE } Before me, the undersigned authority, this day personally appeared C7e, A who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a p hearing as required by the Zoning Ordinance of the City of Miami, Florida, affecting the real property located in the Ci Miami, as described and listed on the pages attached to this Affidavit and made a part thereof. 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying pet 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addre telephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are tru corroct. Further Affiant sayeth not. STATE OF FLORTDA COUNTY OF MIME -DADS Richard Tobias Thp foregoing instrument was acknowledged before me this `T� day of `1 Utl-�_ I9 , byRichard Tobiamf Public Health Trust, an agency of Miami-Da County, on behalf of the coiporat: is personally known tas-p��- as identificat: who did (did not) take an oath. r, �, Notary public -State of Florida OTARYSEAL Commission NRK%ARD A POIEMENI o.: NOTARY"LICSTATEOFFLORIDA Nly Commission Rxpires: COMMLSSIONNO. CCTllt69 M COMLot ld=Tf%NEX AN.26—M2 99- 827 Note 1 Note 2 0 1 0 JACKSON 1101IORIAL HOSPITAL ADDENDUILI TO APPLICATION FOR IYWOR USE SPECIAL PERMIT Request for Major Use Special Pmmiits For: a) To construct a parking structure containing 804 spaces. The above Major Use Special Permits are to encompass the lower ranlcin; Special permits requested below: a) To apply for a Class I pe=it to permit the staging and paridnQ during construction. b) To apply for a Class I permit to allow develooment/construction signaae. c) To request a waiver from the City Commission: (i) from the noise ordinance during the required concrete pours for construction of the building. d) A special exception to permit a parising garage on Governmend Institutional zoning district is not required for this project. This property was rezoned to SD-10 Jackson Memorial Hospital Medical Center Overlay District by Ordinance No. 11826, adopted on $/2/99. e) To apply for all other lesser permus as may be required to allow development and construction of this proje.^t as contemplated under this Major Use Spezial Permit application as submitted and per plans on file. G.'ZMSI,:7d3%II- AO=4807A1 4/5/99 99- 827 JACKSON MEMORIAL HOSPITAL NORTH PARKING GARAGE PROJECT DATA ZONING ANALYSIS ZONING DESIGNATION SD -10 OVERLAY DISTRICT NET LOT AREA GROSS LOT AREA BUILDING FOORPRINT GROSS BUILDING AREA BLDG HEIGHT ALLOWED BLDG SETBACKS 245,417 SF 260,040 SF 58,025 SF 232,100 SF UNLIMITED 86' - 3" PROPOSED 1 • FRONT (NW 20TM ST) REQ. PROVIDED 10' - 0" 232' -11 " 2• SIDE (EAST) REQ. 10'-0" 3• SIDE (WEST) REQ. 10'-0" 4• REAR (SOUTH) REQ. 1 0' _.. 0n PARKING SPACES FLOOR REG GROUND FLOOR _ HC TOT - 108 - 9 SECOND FLOOR - 117 - 150 _ 3 THIRD FLOOR - 153 1S7 9 FOURTH FLOOR - 176 - 167 FIFTH FLOOR - 176 173 _ 9 - 182 TOTAL. 602 39 - 804 %'M'AM1 PDC'PROJECM4MWORD%Pro)Daw.OoC PROVIDED 20' -11 " PROVIDED 128" - 9" PROVIDED 26' --11" 99- 827 ��� V��� - ------ 0 A - PUBLIC HEALTH TRUST 0 APPLICATION FOR A MAJOR USE SPECIAL PERMIT TO PERMIT A NEW PARKING STRUCTURE AT JACKSON MEMORIAL HOSPITAL Article II ' Description A• Zoning Ordinance No. 11000 1. Section 1304.2.1 Application forms; supplementary materials 2• Section 1702.2.1 General Report 3• Section 1702.2.2 Major Special Permit Concept Plan 4• Section 1702.2.3 Development Impact Study 99- 827 DO-11 NO PUBLIC HEALTH TRUST APPLICATION FOR A MAJOR USE SPECIAL PERMIT TO PERMIT A NEW PARKING STRUCTURE AT JACKSON MEMORIAL HOSPITAL ARTICLE R Zoning Ordinance No.11000 1. Section 1304.2.1 Application forms; supplementary materials (a) Statement of ownership and control of the proposed development of activity. The disclosure of ownership and ownership affidavit are provided in Article I. (b) Statement describing in detail the character and intended use of the development of activity. Project Description - In accordance with its facility master plan, Jackson Memorial Hospital (JMH) is planning to build a new parking garage on NW 19th Street to improve overall patient access and redirect outpatient traffic flow to the northwest side of the campus. The parking garage wil.1 be located across from the newly constructed Diagnostic Treatment Center (DTC) and proposed rehabilitation hospital. A pedestrian bridge across NW 19th Street will link the new parking garage to the second floor of the proposed rehab facility. The plan for the parking garage will accommodate approximately 600-625 cars on four levels, The vehicular entrance for patients, visitors, and staff into this garage will be via an access road on the east side of the garage, whereas, a dedicated vehicle exit will be planned to occur directly onto NW 19th Street. The primary intent with the planning for the parking garage and associated support services has been to create convenient public, patient, and visitor access to the medical services located on the northern portion of the JMH campus and eliminate service activity and traffic from NW 19 Street. As such, NW 20th Street will be established as a service zone for the Hospital and all service traffic will be relocated here. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project or activity and the like. The following exhibits are included with the Major Use Special Permit Application and are located under Tab 6 of the Supporting Documents. 99- 827 (1) Location Map: Map of the surrounding street system indicating the project location. (2) Area Context Map: Map of the project area indicating buildings and their functions that sun-ound the site. ` (3) Aerial: Aerial photograph of the surrounding area indicating the project site. (d) A site plan containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient size to show: The Site plan is located as Sheet a.1 under Tab 6 of the Supporting Documents. (I) Boundaries of the project, any existing streets, building, watercourses, easements, and section lines; The boundaries of the project and the location of existing streets and easements are shown on the survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structure; The exact location of all existing buildings located on the Property is shown on the survey located under Tab 5 of the supporting Documents. The location of the building to be constructed are shown on the Site Plan, under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from Pedestrian and other types of traffic; A detailed analysis of the site access and traffic flow for the development is provided in the Traffic Impact Analysis located under Tab 2 of the Supporting Documents. (4) Off-street parking and Off -Street loading area; Off-street loading is not required for this project. (5) Recreational facilities locations; Not applicable 99- 827 cQ p (6) Screen and buffers; Landscaping and buffer areas indicated on the Landscape Plan, Under Tab 6 of the Supporting Documents. (7) Refuse collections areas; Waste collections areas are not required for this building type. An adjacent Waste[Utilities building will serve as a collection point for Hospital waste. (8) Access to utilities and points of utilities hookups. Access and connections to site utilities are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to the permitted uses and ground coverage. For gross lot area in SD-10 Zoning District (Jackson Memorial Hospital), please refer to the University of Miami, Jackson Memorial Medical Center Master Plan on file with the Planning and Zoning Department. (1) ' The various permitted uses. Building footprint: 58,025 gross square feet * (Parking Garage Only) (2) Ground coverage by structures. For ground coverage in SD-10 Zoning District (Jackson Memorial Hospital). Tabulation showing: (1) The derivation of numbers of off-street parking and off-street loading spaces shown in (d) above: 99- 827 FLOOR REG. HC TOT GROUND 108 FLOOR 9 117 ECOND 150 3 FLOOR 153 THIRD 167 9 FLOOR 176 FOURTH 173 FLOOR 9 182 TOTAL 598 30 628 (g) If common facilities common open space, (such as recreation areas of structures, private streets, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Common facilities are not provided as part of this project. (h) Storm drainage and sanitary sewerage plans. Storm drainage, water distribution, waste water and solid waste veneration provisions are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. W Architectural definitions for buildings in the development; exact number of dwelling units, size, and types, together with typical floor plans of eactype. The development includes 619 parking yp are provided under Tab 6 of the sl spaces on four (4) levels. Detailed plans Pporting documents. 39-- 827 (1) Plans for signs, if any. Building identification signs' will be located on the elevator and stair towers on both the north and south facades. All signs will be sized and styled in co with the required regulations. mpliance (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscaping plan located on Sheet L-1 under Tab 6 of the Supporting Documents, specify the plant types, sizes and locations, as well as indications that all planted areas will be fully irrigated and maintained by the Owner. n) Plans for recreation facilities, if any, including location and general description of buildings for such use. Not applicable (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The Drawings submitted with this Application are located under Tab 6 of the Supporting Documents. (n) Such additional data as the applicant may believe is pertinent to the proper consideration of the site and development plan. Elevations and sections depicting the architectural character of the Building are included under Tab 6 of the Supporting Documents. A rendering of the project is also included under Tab 6. 2. Section 1702.2.1 General Report. boundaries of the area proposed for Major Use Special Permit. (1) Property ownership or ownerships and beneficial interest within the Statement of Ownership and beneficial interest within the boundaries of the area. ,Proposed for Major Use Special Permit are provided in Article 1. (2) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article 1. 99- 827 (3) Survey of the proposed area showing property lines and ownership. A copy of the survey of the Property is included under Tab 5 of the Supporting Documents. (4) Map of existing features, including streets, alleys, easements, utilities lines, existing land use, general topography, and physical features. The existing site features and utility lines are shown on the survey of Property located under Tab 5 and the Site Utility Study located under Tab 3 of the Supporting Documents. In addition, the following exhibits are included under Tab 6 with the Major Use Special Permit Application: (a) Under Tab 6: Map of the surrounding street system indicating the project location. (b) Aerial photograph of the surrounding area indicating the project site. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings Submitted with this Application are located under Tab 6 of the Supporting Documents. (6) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. This MUSP is contingent upon approval of a SD-10 overlay. The zoning change application with the Zoning District was filed May 1998. The existing zoning designation for the Property pursuant to City of Miami Ordinance No. 11000, as Amended is G/I. The Zoning Atlas Map found under Article I indicates the existing and surrounding zoning. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. a. Relationships of the concept plan to surround existing and proposed future uses. Activities, systems and facilities (transportation, recreation, view, corridors, pedestrian systems, service systems and similar uses). Article II contains a written narrative of the Project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the Project's relationship to traffic, pedestrian movements, and trasrtation access. Maps found under Tab 6 indicate the Project's relationship to surro nding streets, land uses and functions. Building elevations, sections and perspectives showing the proposed materials, vertical profile and heisht, and orientation to streets is included in the Drawings Submitted with this Application. The list of Drawings Submitted is found under Tab 6 of the Supponulg Documents. 09-- 827 ENGINEERS ARCHITECTS PLANNERS CONSTRUCTORS July 13, 1999 Mr. Roberto Lovemia City of Miami Planning Department 444 SW 2nd Avenue, 3'd Floor Miami, Florida 33233-0708 RE: Jackson Memorial Hospital North Parking Garage Project Dear Roberto, RR SMITH CORRADINO ARCH LIC. NO AA0002957 The purpose of this letter is to provide additional information regarding the above referenced project. The Project The North Parking Garage at Jackson Memorial Hospital is planned as a 5-story, 804-car parking structure with a building footprint of approximately 58,025 s.f. and a total building area of 232,100 s.f. The garage will provide primary parking for employees and visitors of the Diagnostic Treatment Center and the future Rehabilitation Building. The approximate cost of the project will be $12,000,000. A contractor will be selected after an "open -bid" selection process. The construction period will be approximately 12 months, during which time approximately 100 workers will be employed full-time. Once the facility is opened, approximately 30 new permanent jobs will be created. Occupancy of the facility is projected for the Fall 2000. The Public Health Trust Jackson Memorial Hospital is the teaching hospital of the University of Miami School of Medicine. Together, the Hospital and School of Medicine constitute the University of Miami/Jackson Memorial Medical Center otherwise known as the Public Health Trust. The Medical Center, which provides comprehensive care for publicly supported patients, contains 1,568 licensed beds. Current inpatient staffed beds plus staffed bossinets bring the effective ope_ r_ atlna total to 1,598 beds. Approximately one-third of the beds are devoted to specialized tertiary programs such as Burn, Cancer, Neonatal, Psychiatric, Rehabilitation, Kidney Transplant, and Prison Medical Service. The remaining two-thirds are utilized for Pediatrics and Adult Medical/Surgical Services in 12 sub -specialties and one of the nation's largest obstetrical services. The Medical Center employs approximately 8,000 people and has an annual operating budget in excess of $500 million. The School of Medicine, through an affiliation agreement, provides the Medical Center with clinical care support through its 850 house staff physicians. The School is also responsible for the supervision of the house staff. 99- 827 4055 NW 971h AVENUE • MIAMI, FLORIDA 33178 TEL 305.594,0735 • FAX 305.594.0755 WWW CORRADINO COM. fg7gv-; a If you require additional information, please feel free to contact me Sincerely, CARR SMIY�9/0 RRADIfdO Antoni6 P: Pardo Project Manager C: Jose Camera, JMH Richard Tobias, JMH Vicky Garcia -Toledo, Bilzin Sumberg J:\orolee\2409\orch.I \word\levers\coyotm,omiE!slollowuo.doc 7=. r Mr- Robert6Love•mc Juiy 1 ;, tccq Pooe 2 29- 827