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HomeMy WebLinkAbout04-00909-memo-2CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO : Members of the Community Redevelopment Agency (CRA) Executive Board FROM : Alicia Cuervo Schreiber Chief of Neighborhood Services DATE. SUBJECT September 20, 2004 NE/NW 10th and 1 `h Street REFERENCES: ENCLOSURES: FILE : The Florida Department of Transportation will be converting NE 9`h, 10th and 11`h Streets from NE 21'd Ave. to Biscayne Blvd. from a one-way to two-way operation as part of the Biscayne Boulevard construction project at the request of the City of Miami. This project is slated to begin construction in June 2005 with construction completion expected in June 2006. The City Transportation Office has forwarded final construction plans for these street conversions to FDOT, which have now been included in the project letting package. In addition, the CIP Office at the request of the CRA has prepared the attached feasibility analysis for NW 10th and 11`h Street from just west of I-95 to NE 2nd Ave. The analysis addressed one-way to two-way street conversions, sidewalk widening, provision of bicycle lanes, taxi stands, and landscape as well as drainage and associated utility modifications as requested by the CRA on behalf of area stakeholders. Cost analyses were prepared for the various options shown to allow the CRA to prioritize and fund as desired. No costs were included for utility upgrades that may be required by future area developers that is required by County and City codes/permits. F1.G 10 d W-00?0 1 CITY OF M IAM I STUDY AREA TRAFFIC PATTERNS 1st14ve. and 9JW I1tfS't. .t-1 mum rl re. and 9Viti 1iSt ,F'EC(kW.. and N`W 1ltkSt. TRW 2ndAve. and 9V'W 1l tk St. R/W 8.0' 50' r/W 30, 0' 15.0' 15.0' 8.0' SWLK R/W I- 5.0' 2' DRIVE THRU 1 DRIVE 7HRU SWLK NE/NW 10th STREET R/W R/W I I 8• .0' J SWLK © TYPICAL SECTION FROM NW 1st AVE TO NW 5th AVE 50' /t/W 7.0' I SWLK DROP OFF LANE I©o 11.0' 361 0' DRIVE THRU 1 11.0' _ 7.0' R/W 2' 5.0' DROP OFF SWLK LANE OA © TYPICAL SECTION FROM NE 2nd AVE TO NW 1st AVE O R/W 50' R/W 22'0' 4.0' 2' sop 0 11.0' ! 11.0' DRIVE THRU 1 DRIVE 1HRU 1 r- .4.0' 8.0' SOD spiv( TYPICAL SECTION 2 FROM NW 1st AVE TO NW 5th AVE O O VER TO WN 50' R/W L.5.0' I SWLK 2' 24'0' 12.0' 12.0' DRIVE THRU 1 DRIVE THRU © 0 Q J 0' SOD 10.0' SWLK R/W TYPICAL SECTION 5 FROM NE 2nd AVE TO NW 1st AVE O ENTERTAINMENT DISTRICT ( ALL SECTIONS LOOKING WEST ) R/W 8.0' 11.0' 50' /W 301I0' 11.0' 5.5' 8.0' R/W SWLK © R/W DRIVE THRU DRIVE THRU + I© cto 11® SWLK © O TYPICAL SECTION FROM NW 1st AVE TO NW 5th AVE (--) 5.0' 2' 11.0' I SWLK DRIVE THRU I 011 0 50' R/W 29, 0' 11.0' 7.0' DI/IVE THRU o DROP OFF LANE TYPICAL SECTION 6 FROM NE 2nd AVE TO NW 1st AVE O LEGEND OA CURB AND GUTTER • ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK (MINIMUM) TO BE PLACED IN TWO (2) LIFTS. © CONCRETE SIDEWALK OD STABILIZED SUBGRADE OE 8" LIMEROCK BASE (PRIMED) OF SOD PREPARED BY : METRIC ENGINEERING, INC. 13940 SW 136 ST. SUITE 200 MIAMI, FLORIDA 33186 CERTIFICATE OF AUTHORIZATION 00002294 50' j?/W 8.0' 30'0' 5.5' 11.0' 11.0' 5.5' I 8.0' SWLK DRIVE THRU DRIVE THRU © SWLK R/W 8.0' SWLK NE/NW llth STREET 50' (VW 3 0' R/W R/W 15.0' DRIVE THRU 15.0' DRIVE 7HRU 8.0' I_ 8.0' SWLK SWLK O TYPICAL SECTION O TYPICAL SECTION FROM NW 1st AVE TO NW 5th AVE 50' {?/W R/W R/W 3,10' FROM NW 1st AVE TO NW 5th AVE 50' R/W 36.0' I_ 6.5' 2' 11. 0' 11.,0 11.0' 2' 6.5' 1 1 5.0' 2' _ ZO' SWLK DRIVE THRU DRIVE I7HRU DRIVE THRU SWLK S SWLK DROP OFF � �, LANE e O O ©1 I O 1 TYPICAL SECTION FROM NE 1st AVE TO NW 1st AVE R/W L5.0 2' SWLK © 11.0' DRIVE THRU 11.0' 1.0' DROP OfF LANE 4.0' 2' SA© 50' f?/W 221'0' 11.0' 11.0' DRIVE THRU DRIVE' THRU R/W 2' 4.0' 8.0' ®® + l® O VER TO WN 0 TYPICAL SECTION 0FROM NE 1st AVE TO NW 1st AVE 50' R/W R/W 36,0' 12.0' DRIVE 7HRU 72.0' 2' 5.0' RIGHT TURN SWLK ONLY TYPICAL SECTION FROM NE 2nd AVE TO NE 1st AVE 14 R/W SOD SWLK TYPICAL SECTION FROM NW 1st AVE TO NW 5th AVE O 50' R/W R/W 10.0' SILK Z D' 2' SOD 240' 12.0' DRIVE 7HRU 12.0' DRIVE THRU 2' 5.0'_1 SWLK R/W 12.0' SOD: © 50' R/W R/W 1.0' DROP OfF LANE 29.q 11.0' DRIVE 7HRl� 11.0' DRIVE THRU 2' 5.0' SWLK © O TYPICAL SECTION O TYPICAL SECTION O FROM NE 1st AVE TO NW 1st AVE 12 FROM NE lst AVE TO NW 1st AVE ENTERTAINMENT DIS TRIC T EXIST R/W 10.0' NEW R/W DRIVING LANE 9.0' TAXI STAND O 2' 6.0' SWLK O © NEW R/W 0 TAXI STAND TYPICAL SECTION ( ALL SECTIONS LOOKING WEST ) FROM NE 1st AVE TO NE MIAMI CT 15 LEGEND OA CURB AND GUTTER © ASPHALTIC CONCRETE SURFACE COURSE 1 1/2" THICK (MINIMUM) TO BE PLACED IN TWO (2) LIFTS. © CONCRETE SIDEWALK © STABILIZED SUBGRADE OE 8" LIMEROCK BASE (PRIMED) 0 SOD PREPARED BY : METRIC ENGINEERING, INC. 13940 SW 136 ST. SUITE 200 MIAMI, FLORIDA 33186 CERTIFICATE OF AUTHORIZATION 00002294 Engineer Estimate of Conceptual Construction Cost Prepared by: Metric Engineer, Inc SUMMARY OF PAY ITEMS FROM NE el AVE TO NW 1S` AVE FROM NW 1st AVE TO NW 5t"AVE TYPICAL SECTION 6 TYPICAL SECTION 2 Sidewalk Asphalt Sod Sidewalk Asphalt Sod 17 29 1 16 22 8 ZONING RW LENGTH ZONING RW LENGTH 75' 50 1755 75' 50 2005.29 ITEMS UNIT UNIT PRICE ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM TOTAL ONSTRUCTI©N < Inlets EA $5,800.00 24.00 $139,200.00 27.00 $156,600.00 Pipes LF $100.00 1404.00 $140,400.00 1604.23 $160,423.20 Sidewalk Conc. SY $24.00 3315.00 $79,560.00 3564.96 $85,559.04 Light Poles EA $3,500.00 15.00 $52,500.00 17.00 $59,500.00 Curb & Gutter Conc. LF $14.00 3510.00 $49,140.00 4010,58 $56,148.12 Asphalt Conc. TN $80.00 424.13 $33,930.00 367.64 $29,410.92 Base (8") SY $12.00 5655.00 $67,860.00 4901.82 $58,821.84 Stabilization SY $4.00 6630.00 $26,520.00 6015.87 $24,063.48 SUBTOTAL $589,110.00 $630,526.60 $1,219,636.60 '::LANDSCAPING Sod SY $1.26 195.00 $245.70 1782.48 $2,245.92 Trees PL $4,000.00 176.00 $704,000.00 201.00 $804,000.00 SUBTOTAL $704,245.70 $806,245.92 $1,510,491.62 PARENT MARKING, SIONAGE & SIGNALIZATION ; Pavement Markings LF $1.30 3510.00 $4,563.00 4010.58 $5,213.75 Signage AS $500.00 15.00 $7,500.00 17.00 $8,500.00 Signalization LS $90,000.00 1.00 $90,000.00 1.00 $90,000.00 SUBTOTAL $102,063.00 $103,713.75 $205,776.75 TOTAL $1,395,418.70 $1,540,486.28 $2,935,904.98 'GENERAL .. • Mobilization LS $139,541.87 $154,048.63 $293,590.50 Maintenance LS $139,541.87 $154,048.63 $293,590.50 Site Preparation AC $7,501.18 2.01 $15,110.79 2.30 $17,265.82 Contingency LS $418,625.61 $462,145.88 $880,771.49 Drainage System LS $50,000.00 1.00 $50,000.00 1.00 $50,000.00 $100,000.00 SUBTOTAL $762,820.14 $837,508.96 $1,567,952.49 GRAND TOTAL $2,158,238.84 $2,377,995.24 $4,503,857.47 PRICE PER LINEAR FOOT $1,229.77 $1,185.86 $1,197.74 Engineer Estimate of Conceptual Construction Cost Prepared by: Metric Engineer, Inc SUMMARY OF PAY ITEMS FROM NE 2"tl AVE TO NE 1st AVE FROM NE 1st AVE TO NW 1s1AVE FROM NW 1 St AVE TO NW 5`" AVE TYPICAL SECTION 14 TYPICAL SECTION 10 TYPICAL SECTION 7 Sidewalk Asphalt Sod Sidewalk Asphalt Sod Sidewalk Asphalt Sod 10 36 0 13 33 0 16 30 0 ZONING RW LENGTH ZONING RW LENGTH ZONING RW LENGTH 75' 50 550 75' 50 1202.48 75' 50 2555.38 ITEMS UNIT UNIT PRICE ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM TOTAL F . .RECONSTRUCTION Inlets EA $5,800.00 8.00 $46,400.00 17.00 $98,600.00 35.00 $203,000.00 Pipes LF $100.00 440.00 $44,000.00 961.98 $96,198.40 2044.30 $204,430.40 Sidewalk Conc. SY $24.00 611.11 $14,666.67 1736.92 $41,685.97 4542.90 $109,029.55 Light Poles EA $3,500.00 5.00 $17,500.00 11.00 $38,500.00 22.00 $77,000.00 Curb & Gutter Conc. LF $14.00 1100.00 $15,400.00 2404.96 $33,669.44 5110.76 $71,550.64 Asphalt Conc. TN $80.00 165.00 $13,200.00 330.68 $26,454.56 638.85 $51,107.60 Base (8") SY $12.00 2200.00 $26,400.00 4409.09 $52,909.12 8517.93 $102,215.20 Stabilization SY $4.00 2505.56 $10,022.22 5077.14 $20,308.55 9937.59 $39,750.36 SUBTOTAL $187,588.89 $408,326.04 $858,083.74 $1,453,998.68 Sod SY $1.26 0.00 w , $0.00 0.00 $0.00 0.00 $0.00 Trees PL $4,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 SUBTOTAL $0.00 $0.00 $0.00 $0.00 Pavement Markings LF : ':'�"�"��. $1.30 .� ri . "� �: ::.: 1100.00 PAVEMENT> .`, �,<� ,-..: $1,430.00 G SIGNAGIE,&:S.I i ,. 2404.96 NALIZATI I .,, ate: n'- $3,126.45 ".�`. `',.r:• is s,y,. 5110.76 . 3 $6,643.99 Signage AS $500.00 5.00 $2,500.00 10.00 $5,000.00 21.00 $10,500.00 Signalization LS $90,000.00 1.00 $90,000.00 1.00 $90,000.00 1.00 $90,000.00 SUBTOTAL $93,930.00 $98,126.45 $107,143.99 $201,073.99 TOTAL $281,518.89 $506,452.49 $965,227.73 $1,655,072.66 Mobilization LS $28,151.89 $50,645.25 $96,522.77 $175,319.91 Maintenance LS $28,151.89 $50,645.25 $96,522.77 $175,319.91 Site Preparation AC $7,501.18 0.63 $4,735.57 1.38 $10,353.52 2.93 $22,002.17 Contingency LS $84,455.67 $151,935.75 $289,568.32 $525,959.73 Drainage System LS $50,000.00 1.00 $50,000.00 1.00 $50,000.00 1.00 $50,000.00 $150,000.00 SUBTOTAL $195,495.02 $313,579.76 $554,616.03 $1,026,599.56 GRAND TOTAL $477,013.91 $820,032.25 $1,519,843.76 $2,816,889.93 PRICE PER LINEAR FOOT $867.30 $681.95 $594.76 $653.90 Engineer Estimate of Conceptual Construction Cost Prepared by: Metric Engineer, Inc SUMMARY OF PAY ITEMS FROM NE 2"d AVE TO NE 1" AVE FROM NE 1' AVE TO NW 1s1AVE FROM NW 15` AVE TO NW 5`" AVE TYPICAL SECTION 14 TYPICAL SECTION 13 TYPICAL SECTION 9 Sidewalk Asphalt Sod Sidewalk Asphalt Sod Sidewalk Asphalt Sod 10 36 0 17 29 1 16 22 8 ZONING RW LENGTH ZONING RW LENGTH ZONING RW LENGTH 75' 50 550 75' 50 1202.48 75' 50 2555.38 ITEMS UNIT UNIT PRICE ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM ESTIMATED QUANTITY TOTAL AMOUNT PER ITEM TOTAL RECONSTRUCTION Inlets EA $5,800.00 8.00 $46,400.00 17.00 $98,600.00 35.00 $203,000.00 Pipes LF $100.00 440.00 $44,000.00 961.98 $96,198.40 2044.30 $204,430.40 Sidewalk Conc. SY $24.00 611.11 $14,666.67 2271.35 $54,512.43 4542.90 $109,029.55 Light Poles EA $3,500.00 5.00 $17,500.00 11.00 $38,500.00 22.00 $77,000.00 Curb & Gutter Conc. LF $14.00 1100.00 $15,400.00 2404.96 $33,669.44 5110.76 $71,550.64 Asphalt Conc. TN $80.00 165.00 $13,200.00 290.60 $23,247.95 468.49 $37,478.91 Base (8") SY $12.00 2200.00 $26,400.00 3874.66 $46,495.89 6246.48 $74,957.81 Stabilization SY $4.00 2505.56 $10,022.22 4542.70 $18,170.81 7666.14 $30,664.56 SUBTOTAL $187,588.89 $409,394.92 $808,111.87 $1,405,095.67 Sod SY $1.26 0.00 $0.00 DSCAPING :k' 133.61 $168.35 2271.45 $2,862.03 Trees PL $4,000.00 0.00 $0.00 121.00 $484,000.00 256.00 $1,024,000.00 SUBTOTAL $0.00 $484,168.35 $1,026,862.03 $1,511,030.37 ;...._ .,.,. Pavement Markings LF :µ $1.30 1100.00 Ell $1,430.00 2404.96 I $3,126.45 5110.76 $6,643.99 Signage AS $500.00 5.00 $2,500.00 10.00 $5,000.00 21.00 $10,500.00 Signalization LS $90,000.00 1.00 $90,000.00 1.00 $90,000.00 1.00 $90,000.00 SUBTOTAL $93,930.00 $98,126.45 $107,143.99 $201,073.99 TOTAL $281,518.89 $991,689.71 $1,942,117.88 $3,117,200.03 Mobilization LS $28,151.89 $99,168.97 $194,211.79 $321,532.65 Maintenance LS $28,151.89 $99,168.97 $194,211.79 $321,532.65 Site Preparation AC $7,501.18 0.63 $4,735.57 1.38 $10,353.52 2.93 $22,002.17 Contingency LS $84,455.67 $297,506.91 $582,635.36 $964,597.94 Drainage System LS $50,000.00 1.00 $50,000.00 1.00 $50,000.00 1.00 $50,000.00 $150,000.00 SUBTOTAL $195,495.02 $556,198.37 $1,043,061.11 $1,757,663.24 GRAND TOTAL $477,013.91 $1,547,888.08 $2,985,178.99 $5,010,080.98 PRICE PER LINEAR FOOT $867.30 $1,287.25 $1,168.19 $1,163.01