HomeMy WebLinkAboutExhibit A9
DATE I By
REV/5 /0
BEGIN CONSTRUCTION
BEGIN MILLING, OVERBUILD,
& RESURFACING
CONNECT TO EXISTING PAVEMENT
STA. 10+70.00
• SURVEY S.W. I4TH TERRACE
NS
DESCRIPTION
5 LF OF 24' PIPE"
5 LF 0F':24 PIPE
10.02
Toff
10.52
LIMITS OF CONSTRUCTION „
LIMITS OF MILLING, OVERB(6ICD;
& RESURFACING
CONNECT TO EXISTING PAVEMENT
STA. 31+35.00
0 SURVEY S.W. 36TH AVENUE
CORRA D !NO
4055 N.W. 97th. Avenue, 0ora1, Florida, 33175
Ph': j305) 594-0735 Fax (305) 594-0755
Certificate Of Authorisation No. 00007665
E.O.R. Miguel R. Ciscar, P.E. No- 43244
CITY OF MIAMI
CAPITAL IMPROVEMENTS PROGRAM
0ru> . 6w 2,3 (2415) AI,125S
L1A}/FSS OF CONSTRUCTION
LIMITS OF MILLING, OVERBUILD,:
& RESURFACING
CONNECT TO EXISTING PAVEMENT
STA_ 33+77.80;
O SURVEY S.W 36TH AVENUE
10-32
10.00
17 iF OF 18' PIPE
i.. 10.09 r/0J9
END CONSTRUCTION
END MILLING, OVERBUILD,
& RESURFACING
CONNECT TO EXISTING PAVEMENT
".,STA. 13+5d 00
0 SURVEY S-W_ I4TH FERRACE
51F OF 24' PIPE
szo .' ES LF!OF.18iPfPE,
33S IF OF FRENCH DRAIN
5 LF OF /5" PfP>F
BB 5 LF OF 15' PIPE
10J4
CITY OF MIAMI
CAPITAL IMPROVEMENTS PROGRAM
PROJECT NAME
PROJECT No
LA PASTORITA
NEIGHBORHOOD TRAFFIC CALMING
B-30960
/23/2013
DRAINAGE AND GRADING
PLANS
SHEET
N0.
16
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FOR INFORM A PION
PURPOSES ONLY
n• vs tt TO OS
170504.2979-
COR RA E) IN 0
Certitinte Of Authorization ht2a, 00007565
Tn." O.R. Migoet R. atotoor. P.E. Not 43244
— CAP7,1,
44,tit
GAPITAL P
pAtottec: .A.t
OF MLSMI
V&sf.12NTSPROGRAM I
5939-51
3-50960
EXISTING SUR VEY
3' 3'
TOP OF CURB -I I TRANS.]
GUTTER
PROFILE
DETAIL OF STANDARD CURB & GUTTER
WITH FLARED ENDING
N_TS_
TOP OF CURB 13. TRANSHION
FROM 6-TO 0'
CURB & GUTTER EDGE OF PAVEMENT/
SECTION C-C
3' TRANSITION
C ]FROM fi"TD O. c
EDGE OF PAVEMENT
CURB & GUTTER
PLAN
DETAIL OF STANDARD CURB Sr GUTTER
TYPE F WITH STRAIGHT ENDING
N.TS.
6' DOUBLE
YELLOW W/
KKK RPNS
40' QC.
TYPICAL SECTION OF PAVEMENT MARKINGS
FOR SPEED HUMP
4'OF ITWH1T£�
3' 'WHITE
r2' 2
OF WHITES
I' OF 12'WHITE,
TOP OF FINISH PAVEMENT TO BE
ABOVE THE LIP OF THE GUTTER (ON
THE LON SIDE ONLY1
8'OF 2'WHITE
7' OF 12' WHITE
6' OF 12-WHITE
5' OF 2 WHITE
F OF TRAFFIC LANE 20 I8' 16'
100'
14. 2' 10'
EXISTING PAVEMENT
DR PROPOSED PAVEMENT
SLOPE VARIES
[SEE PLANS,
3
ILL 1G/
LLL1
STABRIZAT10N
NOTF._
WHEN DROP CURB AND CURB AND GUTTER TYPE F ARE CONSTRUCTED ADJACENT TO
FLEXIBLE BASE, THE FACE AT THE LIP OF THE GUTTER SHALL BE SLOPED AS SHOWN
IN THIS DETAIL
COST OF L1//EROCK BASE BLOW AND BEHIND CURB & GUTTER TYPE 'F' TO BE
INCLUDED IN COST OF THIS ITEM.
DETAIL OF CURB & GUTTER ADJACENT TO FTEXIBTE PAVEMENT
vARIES 12'
REVISIONS
DATE I BY DESCRIPTION
CORRAD 9NO
4055 N_VV. 97th Avenue. Doral, Florida, 33178
Ph: (305) 594-0735 Fax (305) 5E4-0755
Certificate Of Authorinanon No. 00007665
E.O.R. Miguel R. Cscar, P.E. No. 43244
v CITYOFMIAMI
API l �PROVEMENTS MI1A
17os) o�z-3 nx FLORIDA 13130
ru
CITY OF MIAMI
CAPITAL IMPROVEMENTS PROGRAM
PROJECT NAVE PROJECT No.
LA PASTORfTA
NEIGHBORHOOD TRAFFIC CHIMING
3-30960
MISCELLANEOUS
CONSTRUCTION DETAILS
SHEET
NO.
20
923/2013 IS5 31 PM J:44OSLul001 M0 C£SNv006 5, Pasrar. mgrorenrnrsv001.q'SPOTADOI.GN
SUMMARY OF DRAINAGE STRUCTURES
SHEET
NO.
STR.
NO.
STATION
OFFSET
DESCRIPTION
24"
FRENCH
GRAIN
15S STORM
SEWER
PIPE (RCP)
/SS STORM
SEWER
PIPE
2A STORM
SEWER
PIPE
INLET
T-3.
F-3*
INLET TYPE
F-3
(WITH D-5
BOTTOM)
INLET TYPE
F 3* (WITH
US PRECAST
80TTOMJ
INLET TYPE'
F-T1
(PARTIAL)
MANHOLE
TYPE A
MANHOLE
TYPE A > /0
MANHOLE
TYPE A
(PARTIAL)
RIM
ELE.,
ORATE
ELEV.
INVERT
ELEV.
ELEV.
ELEV.
REMARKS
5-1
92++4958
INLET - PIPE
5"
30'
/
12.91
7-60 1E1
3.60
SEE NOTE 4
118D0' L.
581(59 *.
5-2
92+4979
INLET
1
13.03
7.70 ND
5.70
9020' RTJ
5-3
91+49.66
INLET - FRENCH DR(AN
33.5'
I
12.88
720 (N1
3.70
w/ POLLUTION RETARDANT 90
1.18.00' LT)
5
5-4
52+34.9
9ANHO1E - PIPE
5"
10'
1
(3.07
720 (51
3.30
SEE NOTE 5
f12.69' RT1
5.30 (59*+.
5.50 (5I*.
5.60 (5«+*
5-5
52+97.53
INLET
1
2.95
INLET TOP TO BE REPLAED
N821' RTJ
-
J
5-6
52+59.23
INLET - PIPE
5'
I
3.03
7.85 IS*
5.85
SEE NOTE 6
N8J8' LT)
5-7
11+49/2
INLET - PIPE
10'
1
f0.38
4.00 fwl**.
050
W/ POLLUTION RETARDANT /61
08.00" RT1
4.00 (EH*:*
SEE NOTE 7
5-8
33+03.97
(N/ET - P(PE
25"
1
I
10.28
5.10 (SO
3./0
((8.67' LT(
5-9
32+76.00 I
MANHOLE - PIPE
5'
5'
1
10-06
600 fN1
(_60
SEE NOTE 5
(23.57' CT)
3.70 (5)44*
3.60 (Et..
5-10
32+26.32
MANHOLE
I
10/3
INLET TOP TO BE REPLACED
(23-62' LT)
5-11
32+92.47
INLET - PIPE
(7'
1
_
10.38
520 151
3.20
08.43" RT)
5-2
12+23.6(
MANHOLE
1
10.03
5/5 1N1*.
INLET TOP TO BE REPLACED
23.61' LT)
5-L3
12+255
MANHOLE - PIPE - FRENCH DRAIN
33.5'
(0'
1
1O.50
4.40 (EI
(-J 030
W/ POLLUTION RETARDANT !£)
Ifi
(8.01 RT1
320 1111.44,
SEE NOTE 5
3_20 15 *+
5-14
32+08.17
MANHOLE
1
10_,
INLET TOP TO BE REPLACED
N(.95' RTI
5-(5
12+5509
MANHOLE - PIPE
5'
1
10.08
4.40 Gym
0.50
W/ POLLUTION RETARDANT (W & E)
(8.07' RT)
4.00 (EJ
SEE NOTE 5
4.90 f5)
5-16
2+54.72
INLET - PIPE
6.5'
I
(0.30
S.PO 1N1
3.00
98/0' LT)
PLAN QL/ANT ITT
67
25'
885'
25'
5
1
2
1
3
1
3
SHEET TOTALS
FINAL QUANTITY
*. STATION, OFFSET AND PROPOSED ELEVATIONS FOR INLET TYPE F-3 ARE GN£N TO THE CENTER OF INLET TOP OPENING.
** CORE DR/11 EXISTING STRUCTURE. COST TO BE INCLUDED ON COST OF CONNECTING PIPE
*** FIELD VERIFY INVERT ELEVATION PRIOR TO FABRICATION OF PROPOSED DRAINAGE STRUCTURE
NOTES:
I. PROPOSED FRENCH DRAIN SHALL BE CONSTRUCTED AS PER CITY OF Af(491 M1SCE(1ANE0U5 DETAIL 35-86-26 SHEETS 'THROWN 4. PROVIDE ONLY l2' OF WASHED ROCK ABOVE THE PROPOSED FRENCH DRAIN PIPE AS PER DETAIL ON SHEET 4 OF 4_ BOTTOM OF TRENCH Ell✓ T10N 15
1-) 435.
2. FILTER FABRIC ENVELOPE SHALL ENCLOSE THE BALLAST ROCK IN ALL DIRECTIONS.
3. BAFFLE'S SHALL BE INSTALLED AS PER CITY OF M/AA41 M(SC£LLANEDIIS DETAIL 35-86-39.
4. CONSTRUCT CURB INLET TYPE F-3 WITH TYPE 0-5 BOTTOM AS PER LIT; OF MIAMI ENGINEERING STANDARDS (MISC. 35-86-/0( D TYPE F-3 OPENING.
5. EXITING MANHOLE TO BE REPLACED. REMOVE EXITING 5 LF OF PIPE. CONSTRUCT 5 LF OF P(P£ AND CONNECT TO EXISTING W/CONCR£T£ COLLAR. SEE DRAINAGE PLANS FOR PIPE DIAMETER.
6. CONSTRUCT CURB INLET 7YPE F-3 WITH U.S. PRECAST TYPE C CATCH BASIN PRODUCT No. 3-7.5 14.' x 60OR APPROVE EQUAL.
7.CONSTRUCT CURB INLET TYPE F-3 WITH U.S. PRECAST TYPE C CATCH BASIN PRODUCT No. 3-7.12 15' X 7")OR APPROVE EQUAL.
REVISIONS
C V R R J'c ® 1 Hi9 1l
'" ^s CITY O F M I A M I
CAPITAL IMPRO E E TS PROGRA),
po SW *+
�z�.y
fwsJ<,s,cxx<,s ,a
CITY OF ML-11 MI
C,flPITAL, IStilPIaT Oi/E1�IENT.S' p 47Gn�
�,�p, CE a ri TC T S
1'Xt.YLL.LL/]ll e'L�VaJ'
DRAINAGEDETAILS
SHEET
N0.
DATE
BY
DESCRIPTION
4055 N.W. 97th Ave. Dorm', Florida,33178
Ph : (305) 594-0735 : (305) 594-0755
Certificate Of Authodzation No. 00007665
E.O.R. Miguel R. 'Oscar, P.E. No. 43244
PROJECT NAME
PROuECT No.
2/
N£IGHBORHOOO TTRAFE IC CALMING
B-3Q96Q
GENERAL-
!- TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT ED/T10N OF THE FLORIDA LOT
DESIGN STANDARDS (600 SERIES), THE STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCT/ON, AND THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS MINIMUM CRITERIA
2. NOTIFICATION OF LANE CLOSURES OR TEMPORARY DETOURS SHALL BE ACCOMPLISHED /4 WORKING DAYS PRIOR TO
CLOSURE. DETOUR OR MOT PHASE CHANGE SHALL BE SUBMITTED W1TH THE REQUIRED LANE CLOSURE FORM, SKETCHES,
CALCULATIONS, AND OTHER DATA. TO THE ENGINEER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING ALL TRAFFIC CONTROLS AND
SAFETY DEVICES IN ACCORDANCE WITH THE CURRENT EDIT/ON OF THE FLORIDA DEPARTMENT OF TRANSPORTATION
DESIGN STANDARDS INDEX 600'S AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES_ THE CONTRACTOR SHALL
SUBMIT A DETAILED TRAFFIC CONTROL PLAN (TCP) TO THE CIO' OF MIAMI ENGINEER FOR HIS REVIEW AND FOR
PERMIT APPROVAL. THIS HAS TO BE COMPLETED PRIOR TO IMPLEMENTATION. COST TO BE INCLUDED IN MAINTENANCE
OF TRAFFIC PAY ITEM.
4. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ALL POTHOLES THAT DEVELOP WITHIN THE PROJECT LIMITS AND WILL
MAINTAIN A SUPPLY OF COLD MIX ON THE PROJECT SITE TO EXPEDITE THOSE REPAIRS. COST OF REPAIR TO BE
INCLUDED 1N PAY ITEM 102-1, MAINTENANCE OF TRAFFIC.
5. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR 70 CREATE A WORK ZONE UNTIL ALL
LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA.
6_ AS DETERMINED 87 THE ENGINEER, THE CONTRACTOR SHALL COVER WORK ZONE SIGNS WHEN CONDITIONS NO LONGER
WARRANT THEIR USE. COST OF COVERING AND UNCOVERING THE SIGNS SHALL BE INCLUDED IN PAY ITEM 102-1-,
MAINTENANCE OF TRAFFIC.
7. CONTRACTOR SHALL REMO✓E, RELOCATE OR COVER ANY EXISTING OR PROPOSED SIGNS THAT CONFLICT WITH THE
TRAFFIC CONTROL PLANS. WHEN THE CONFLICT NO LONGER EXISTS, THE CONTRACTOR SHALL RESTORE THE SIGNS
TO THEIR ORIGINAL POSI710N. COST OF TEMPORARILY REMOVING, RELOCATING, COVERING AND RESTORING THE
SIGNS SHALL BE INCLUDED /N PAY ITEM 102-1, MAINTENANCE OF TRAFFIC.
8. EACH EXISTING STREET NAME AND STOP SIGN AFFECTED BY CONSTRUCTION SHALL BE RELOCATED AND MAINTAINED
/N AN APPROPRIATE LOCATION FOR THE DURATION OF THE PROJECT. WHEN NO LONGER AFFECTED BY CONSTRUCTION,
THESE SIGNS SHALL BE RESTORED TO THEIR ORIGINAL POSITION COST OF TEMPORARILY RELOCATING AND
RESTORING THE SIGNS SHALL BE INCLUDED IN PAY ITEM /02-1, MAINTENANCE OF TRAFFIC_
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF STORM WATER FROM ROADWAYS UTILIZED FOR
MAINTAINING TRAFFIC IN A MANNER APPROVED BY 7HE ENGINEER. COST FOR REMOVING THE WATER SHALL BE
INCLUDED IN PAY ITEM 102-1, MAINTENANCE OF TRAFFIC.
10. PROVISIONS SHALL BE MADE BY CONTRACTOR FOR REMOVAL OF STORM WATER FROM THE ROADSIDE DURING CONSTRUCTION.
11. ACCESS TO ALL PROPERTY OWNERS MUST BE MAINTAINED.
12. ALL MAINTENANCE OF TRAFFIC (INCLUDING SIGNS, BARRICADES AND TEMPORARY PAVEMENT MARKINGS) MUST BE IN STRICT
ACCORDANCE WITH F.D.O_T. INDEX 600 SERIES (AS APPLICABLE) AND MILT (PART VIL
/3. SIGNS SHALL BE PLACED ONLY AS APPLICABLE FOR EACH INTERSECTION.
/4. ALL WORK SHALL BE PERFOMED DURING DAYTIME ONLY (8,00 AM TO 6-00 PM)
DROP OFFS,
15. THE CONTRACTOR SHALL PROTECT 7HE WORK ZONE WITH DEVICES APPROVED BY THE CITY OF MIAMI CONSTRUCTION
MANAGER WHEN DROP OFFS EXCEED 3" ADJACENT TO TRAVEL WAYS.
16. FOR DROP OFFS, THE CONTRACTOR'S ATTENTION IS DIRECTED TO STANDARD INDEX NO. 600, SHEET 10 OF 13. THE
CONTRACTOR SHALL USE SHOULDER TREATMENT DETAIL WHEN NO BARRIERS ARE REQUIRED IN THE PLANS.
PAVEMENT MARKINGS:
/7. COST OF REMOVAL OF WORK ZONE PAVEMENT MARKINGS (INCLUDING PAINT, REMOVABLE TAPE AND MARKERS),
REGARDLESS OF METHOD, TO BE INCLUDED 1N 102-1, MAINTENANCE OF TRAFFIC. ALSO INCLUDES THE COST OF
REMOVAL OF PAVEMENT MARKINGS AND MARKERS, EXISTED PRIOR TO CONSTRUCTION USE OF BLACK PAINT TO
COVER EXISTING AND/OR TEMPORARY PAV£MENTMARKINGS IS PROHIBITED- GRINDING OR MILLING SHALL ONLY BE
PERMITTED IN NON-7RAFF IC AREAS-
18. ALL TEMPORARY STRIPES AND MARKINGS SHALL BE PAINT ONLY, UNLESS OTHERWISE SPECIFIED ON THE PLANS
OR APPROVED BY THE ENGINEER. COSTS TO BE INCLUDED UNDER PAY ITEM 102-1, MAINTENANCE OF TRAFFIC.
PEDESTRIANS, BICYCLES, AND WHEELCHAIRS,
19. AT THE END OF EACH WORK DAY 0R WHENEVER THE WORK ZONE BECOMES INACTIVE, ANY DROP OFF GREATER
THAN 6 IN ADJACENT TO THE PEDESTRIAN, BICYCLE, AND WHEELCHAIR TRAVEL PATHS SHALL BE BACKEILLED
FLUSH WITH THE SAID PATHS OR PROTECTED WITH TEMPORARY FENCE, CONCRETE BARRIER WALL OR APPROVED
HANDRAIL. COST SHALL BE INCLUDED 1N PAY ITEM 102-I, MAINTENANCE OF TRAFFIC.
WORK ZONE L1M1T5/
20. PROPERTY ACCESS SHALL BE MAINTAINED IN ACCORDANCE TO SUBARTICLE 102-5.5 OF THE STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION.
TRAFFIC CONTROL PLAN
1_ CONSTRUCT ALL DRIVEWAYS, SIDEWALKS, DRAINAGE AND CURBS AS WELL AS ALL PROPOSED WIDENING AREAS UP
TO THE S-1115URFACE.
2. MILL AND RESURFACE THE ROAD
3. INSTALL PAVEMENT MARKINGS
REVISIONS
DATE
DESCRIPTION
CORRAD INO
4055 N.W. 97th Avenue, Dorm!. Florida. 33178
Ph (305) 594-0735 Fax : (305) 594-0755
CertificaM Of Authorization No.00007665
E.O,A. Miguel R. C/scar, P.E. No.43244
CITY OF MIAMI
CAPITAL MPeftOVEMENTS PROGRAM
CITY OF MIAMI
CAPITAL IMPROVEMENTS PROGRAM
PROJECT NAME
PROJECT No.
LA PASTORMA
NEIGHBORHOOD TRAFFIC CALMING
8-30960
TRAFFIC CONTROL
GENERAL NOTES
SHEET
N0.
22
9/Z3/2013 20453 PN a.'.4051 !lam( Ms c CE5wrowe 10 1-0000 a nn5r4.ee,5l3\4043,044r6(a0RWI5550
1 G
1 R.
G1
1
j
78` x 36` 7 2
7133781 R1H1
€1 O3S013
10a0051Sa3 1S 71 SS , 2
1
41n
m \ 4
78' x 36` / j
SW 14 ST EAST300N0 j
CLOSED TO,
THIRD TRAFFIC
li
al 35601 05141
01.
03SOTO 0701,1
60' x JO'
78 x 36'
z IN. 0
•78'x36'
kk%
78' x'
names 1. Sri 35 AV NORTH.
1
S.W.13TH STREET
SYI_ 13TH TERRACE
66' x 30"
S.i . 4TH STREET
TD
osED
)T T10U TP.AFF#C
S.W.I5TH STREET
11
i
o
CLOS€01i0 '.
o THRU TRA0F)C\.
o
$fl
S. M1'. 16TH STREET
78' x 36'
DI3d6H_ UHT
01 O35013
00015361 i5 5I MS
78- x 36'
50 14 ST WESTBOUND
CLOSED I0
THRU TRAFFIC
N_T.S_
C O E\ R A D INO
55 N.24 9?01 Ave u:e. Data€. F 5riea. 33178
• 13051 594-0735 (305) 594-0755
.... Cer ante Of Au,;?oriza5oa Na. 05007565
E.O.K Miguel R.Ciscar,P.E. No.43244
L 1PR0VEM5NTS PROGR 9:
30960
TRAFFIC CONTROL PLAN
24
ITEM 30.
700-29-12
DESCRIPTION
SING, -2 P35T S1w7 (LESS THAN 12 5F)
f7i-2 13577156X3n
4-7C 1905300, RI-6A [2'X35"1
__........X......._. (15_..._._
'2-5 :30"X3Cl`),W13-1%1P lid"Xt2';
-.._....30__.....8-79.__:.4....2....
30`X3C`ig is6-7.P 124"x•'2`1
302,W16-.P 1247712`) AS
f_v?"X30 1 FS'o`-9P 124 y(2'3 AS
30"X30`1, Wtn'-dP 124'X12`1
73177. 8f3-1f180050,815-9P 124002`
11>'GLE PGST SIGN 112-20 SF)
712"i(2 EA), RI-7150736 k
30"X3b .
SINGLE POST SION,RELIOVE
71 -3 RETRO REFLECTIVE PRAT_ MARKFJi
.__._..__.....__.._.._...._.._.REC__....:AL..:..EIOW TE.._.__._......
-DIRECTIONAL .,£ELfIeYnELi'.%')
..._.L....--._.TE 9
.AI -DIRECTIONAL fSY.+ItTF �R£D.`
TAAFr'K STRIPE SOLID IS' WHIM
75-11-122 TRAFFIC STRIPE `.rtt` LID (8` WHITE)
.._.__.....__.._._._..._...._ __._ ____......__.._..I._._ __—__
lit-II-i23 TRAFFTRAFFICSTRIPE SOLID NE - WHITE)
LAN
A
72-11-125 __.TRAFFIC STRIPE SOLO f24" 8fi'i73.t _.. LF........_CC...._..._....._...... J
...._. TRIFICSTRIP ....SKIP ...._...4.......2" W___.._
F11-11-�53TRAFFIC STRIPE SKIP €2'-a')112"Y1HIT£s
711-11-170 PAVEMENT MARKING ARROW IWILITEI
RIGHT DIRECTIONAL ARROW'
BIKE Ffs.4F' ARROW
M-11-211 TRAFFIC STRIPE SOLD t5" YELLIN',
5
TAB ULA TI 1 T OF QUANTITIES
C0RRAD INO
4255 N.W. 97th A.Aue, Cora:. Fforifia, 33177
(305) 594-07: Fax - i305) 534-0755
Ceki:iw.ie Of Autoo 2a0os Ne. 05307655
E.O.R. Adige= R. Cisc.-r. P.E. No. 43244
A
A P
P
SHEET NUMBERS
A
PLRF1FA.
F.
L..%^.55 f O.IS
1{
P
FINAL
Pt,471
1R
LAN 1 F
T0TAL
THIS
SHEET
5
5
E
a
12
:2
35
5=
2
4
75
57
F[.LAL
GRAND
TOTAL
58
2
523
0.or3
5�
q7 5
380
57
SIGNING AND MARKINGS
TABULATION OF QUANTITIES
25
EEGN SIGNING AND
PAVEMENT MARKINGS
CT A. I0+7n.06
& SURVEY S.W. /4TH STREE
CONNECT TO
EXISTING MARKINGS
4/6 L
/ 62-6
30 730
w 3-G1?
1 700-2C-II
40-Te
8730•
RI-6A
12-736
j 700-20-11 I
40-2
50 230
446-7P
24'x12"
700-20-11
w71-2
30730
WE-TP
2422"
700-20-rt
L1-76
24718.
700-20-1r
d�Y
•715
7 87
4,<'-8
307M"
W13-01P
00-20-11
R!-2
36`436 r36'
]v0-20-£; j s?5
+55,
Es LAA'£'
1TYP }
72 7417E
)2':7,TE
2'-4' SKI?
STYP,3
, . 8 RE P.Eif0540
700-20-60.
'.737
2s' RT
6"YELLJ26
frws
8` 0:C-
35'736`736'247Yd%71
'
700-20-}1
Ra-7C
18'x30"
81-5A
12•X:6"
700-20-1
P✓4 LA
TS OF SIGNING AND PAVEMENT MARKINGS
STA. 31+35.00 w SURVEY SM. 36TH AVENUE
04/NECT TG EXISTING MARKINGS
C O R R A D INO
4055 N.W. 97i`:i A'we Ue. W1a€. Fs5rica. 33?78
Ph' /385 594-0735 Fax (3057 594-3755
Certificate Of Authoaza8e5 Ne.00,307665
E.O.2 R,ig:Set R. Cfscar. P-E No. 43244
LIMITS OF SIGNING AND PAVEMENT MARKINGS
/STA_ 33+77.804 SURVEY S.W.. 36TH AVENUE
/ CONNECT TO EXISTING MARKINGS
R4-7C
J87A"
Rr-6a
+2-x36"
700-2A-16
R/.Y 5978
E1 (794 5166,-
TO 58 REar0`/F4
706-20-60
2a"xra'
/'} 708-20-11
R1-2
36736"x56'
780 20-11
--X1571N0 S+Ya'K
70 BE R£NO:5C
Z00-20-60
*63
j 70-20-11
700-20-11
172-5
30"x3a"
wt3-01P
1g'xtg'
700-20-11
700-20-1T
Rl LAE
TE
{- t P.>
L 767104
60 Y!S RPu`S
a2° 0r.717P,
Rs-7C
.8"x30'
97-64
2'x36"
s 700-20-1'
wn-2
30-730'
w5-7P
2 7f2'
j 700'-20-1a
Vr2-5
30•x30'
.43-01P
fa7*8-
0 70 40
Feet
700-20-11
AVEr
_w TH STREET S.W. I4Ttl STREET
END SIGNING AND
PAVEMENT MARKINGS
STA. (3+50.00
8 SURVEY S.W. /4T.H STREET
CONNECT TO
EXISTING MARKINGS
CITY 0 ]A
APIT3L I.R'fPROVEVE N
-3v 60
SIGNING AND PAVEMENT
MARKINGS
5-4 27