HomeMy WebLinkAbout1747 CI .At Y OP R ANCFtO CUCA ..M_,.0NGA
CARNELIAN STREET PAV.. EMENT REHABILITATIO. N
FROM VINEYARD1550 ' N AVENUE TD
SHEET INDEX
GENERAL NOTES
1 TIT SHEET
EET
1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the 2 PLANS
Standard Specifications for Public Works Construction, (Green Book), 1994 Edition with * - FOR SINGLE OR DUAL 10'
LEFT TURN LANES ONLY
suppliments. RANCHO CUCAMONGA3 STRIPING AND PAVEMENT MARKINGS
4-OF DOUBLE YELLOW LINE
2. Public and private utilities and substructures shown hereon are from available records. OR MEDIAN CURB FACE 4&5 CROSS SECTIONS
The contractor shall be responsible for protecting all utilities and substructures as _._ - L F TLJRN .LANE -
shown within the construction limits of this project and shall be responsible for any ••. 15' 10' o
ICD
damage as a result of the construction operations. —"—"—"—" —" • — ' CONSTRUCTION NOTES
—JI I ( I' C B-WHITE TURNING LANE LINE
L� HI�'D j 8.0' VARIABLE COLD PLANE (THICKNESS: 0.12' TO 0') SEE PLANS FOR LIMITS
3. The contractor shall notify UndergroundService Alert 1-800-422-4133 and the following I ILSO AVE I i' 4TH I THRU LANE "' AND TYP. STREET SECTION ON SHT. 1 FOR DETAIL
utilities two working days prior to construction or regarding any problems. ` W ❑ 410, 1�}e — 0.12' A.R.H.M. OVERLAY(NOTE: ROUTE AND SEAL
BANYAN ST < SUMMIT AV `° CRACKS 1/4- AND LARGER PRIOR TO OVERLAY)
Southern California Edison Co. (909) 357-6223
HIGH 30 D AV� ❑ 114 X
Southern California Gas Co. (909) 335-7744 '� � 19TI, 4- LANE UNE0.12' COLD PLANE AND 0.12' A.R.H.M. OVERLAY (NOTE: ROUTE AND SEAL
O 30 D S t0 CRACKS 1/4- AND LARGER PRIOR TO OVERLAY)
Verizon Communication (800) 469-6347 "1 D m THRU LANE 2a- REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
Cucamonga Count Water District (909) 987-2591 z x VICTOR PARK LN
g y 1 SE LIN RD 10' m SEE STRIPING PLAN ON SHEET 5 do 6.
Comcast Cable Vision (909) 390-4738 Project – Y 3)-- ADJUST TO PROPOSED GRADE (MH, VALVES, P.C.C. BOX COVER,
�' W "' SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.)
Metropolitan Water District (909) 217-6679 Site � HUR sT � 0 �
z ❑� � ,� 4 LANE LINE OR 8 JOIN TRANSITION - VARIABLE COLD PLANE AND ARHM OVERLAY
4. For inspection of this project, the Contractor shall Contact the Public Works Section FO Z HILL BLVD Z 66 TURNING LANE LINE PER "JOINT AND TRANSITION DETAIL" ON SHT. 1
at 477-2740 Ext. 4077 two working days prior to the required date. a 00 Ei °� TURN LA RICHT E ,o' $ SAWCUT AND REMOVE HEAVY ALUGATORED SURFACE AND REPLACE
TURN LANE m " " � , •
o � PER PAVEMENT REPLACEMENT DETAIL ON SHT. 1 (0.12 ARHM, 0.25 AC & 0.33 AB)
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any & BNSF RR s J NOTE: APPROX. LOCATION, FIELD LOCATE EXACT LOCATION
construction or encroachment within any City of Rancho Cucamonga right-of-way. Z 6TH ST TOP OF CURB FACE 1' 6�— REMOVE EXISTING BERM AND CONSTRUCT 8" CURB AND GUTTER PER
5 _ CITY STANDARD DRAWING NO. 104 (A2-8)
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City _� JT 4TH ST 70-- SAWCUT AND RE–CONSTRUCT PAVEMENT (0.12' ARHM, 0.25' A.C. OVER 0.33' A.B.)
of Rancho Cucamonga Fire Department and any affected school distriWt, 72 hours prior LOOP DETECTOR PLACEMENT PER PAVEMENT REPLACEMENT DETAIL ON SHT. 1
to construction Indicating any detour and/or road closures. — - _._�_ 8�— SAWCUT AND REMOVE EX. CONC. GUTTER
viCwm REFER TO PLAN FOR DISTANCE
TO ADVANCE DETECTORS
7. Contractor shall have a "Class A" Contractor Licence. NOT TO SCALE
EXISTING SURVEY MONUMENTATION STRIPING NOTES:
All existing survey monuments that will, be disturbed by this proiect shall be referenced and TYPICAL STREET CROSS SECTIONS1�-PAINT 12" SOLID WHITE STRIPE PER CITY STD DWG NO. 133
reset by the Construction Surveyor in accordance with Section 8771 of the California (REFER TO X–SECTION PLANS SHT. 4&5) INSTALL MEDIAN ISLAND RAISED PAVEMENT MARKER PER CALTRARS STD. A20B DETAIL 30
Surveyors Act. Found monuments are shown on the plans and described as follows: C/L C/L
(FOUND) VARIES VARIES VARIES VARIES &-PAINT 8" SOLID WHITE CHANELIZING UNE WITH DOUBLE BOTT Dols AND
TYPE "G" MARKERS PER CITY STD DWG NO. 133
1[}- F.D. 2" BRASS DISK LOCATED AT THE S/W COR. CARNELIAN STREET AND RED HILL COUNTRY CLUB RD. (28' TO 29') (29' To 30') 80 (27' TO 28') (30' TO 31') �-PAINT 4" SOLID WHITE LANE UNE AND INSTALL BOTT DOTS AND TYPE "G" MARKERS
ON TOP OF CURB BRIDGE WALL CITY OF R.C. REFERENCE BENCH MARK NO. 10048 1B ,�{ PER CITY STANDARD NO. 133.
1 A 0.12' ARHM OVERLAY 1 B �J. 1 A /r,
O-PAINT 8" SOLID WHITE DIAGONAL STRIPE
F.D. 3.5" BRASS DISK AT CARNELIAN C.L. ON TOP OF MEIAN ISLAND STA t 56+35 18 SURFACE
,�N. 1B 0.12 COLD PLANE AND 1C .
196%-2.07% 0.12X-1.o9X _ __T 0.12' ARHM OVERLAY �� ® REMOVE & REPLACE AFFECTED LOOPS PER LOOP PLACEMENT
r1 5376 r� � 73 1 O
x J.os i i FINISHED SURFACE DETAIL ON SHEET 1.
----- ------- I ' l;
-PAINT 4" WHITE DASHED STRIPE AND INSTALL BOTT DOT AND TYPE "G" MARKERS PER CITY
STRIPING GENERAL NOTES ------ �--.� --- ---
} �' i STANDARD NO. 133. (TYPICAL)
•r— ------------ ----- —
t"
1. All details and dimensions for traffic striping and markings and the Installation thereof shall conform EXIST. A.C. PVM'T SEE PLAN - ------------�___� PAINT LEGEND, SYMBOL OR ARROW TYPE N (SAE.)
to Caltrans, Standard Specifications, Traffic Manuel, Maintenance Manual and Standard Plans and City EXIST. FINISHED SURFACE 5 FOR LOCATIONS SURFACE NE o- PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" MARKERS
Standard plan no. 133, unless otherwise approved or directed by the City Engineer. EXIST. A.C. PVM'T 5 SEE PLAN PER CITY STANDARD NO. 133.
STA. 61 +00 TO 61+50 FOR LOCATIONS @YPAINT 4" DOUBLE YELLOW SOLID STRIPE AND INSTALL TYPE "D" MARKERS
2. Procedures for painting of striping and pavement markings and Installation of pavements markers shall N.T.S. PER CITY STANDARD NO. 133.
conform to the Standard Specifications for Public Works Construction and the following provisions. STA. 69+50 TO 71 +50
N.T.S.
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. C/L C/L
B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. WEST CF VARIES 31, EAST CF VARIES VARIES
(27' TO 31') 8' (28' TO 29') (29' TO 30')
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to Installation 1e 1B _k
of striping and markings. 3/8" LIP (TYP.) 1A 0.12' ARHM OVERLAY PROP FINISHED o 1A
O`
EX. BERM �� 0.12' COLD PLANE AND Fl ISHED SURFACE _
SURFACE '� 1 B o•
D. All control points and spotting removed during sandblasting shall be replaced prior to Installation of 18 O 1,07 0.12' ARHM OVERLAY 1C -
1.5176-2.66% O.S6X-2 --r / I
striping and markings. 27c-4p4x �+ \�61C v l'I I j 0.71%-3.19X _
2�
E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to __ - J
L --- --------- L---
Installation of new or replacement striping and markings.
6 _ _ J
SEELAN CITY
F. All striping and pavement markings Installed on new road surfaces shall be approved low VOC type, 7 EXIST. A.C. PVM'T 5 FOR LOCATIONS COLD PLANE 5 SEE PLAN DESCRIPTION OF REVISION DATE
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the EXIST. FINISHED SURFACE SURFACE EXIST. A.C. PVM T FOR LOCATIONS APPROVED:
first, unless otherwise noted. STA. 62+00 TO 66+00
STA. 57+34 TO 60+66 STA. 66+50 TO 69+00*** CITY OF RANCHO CUCAMONGA
g. All thermoplastic striping and pavement markings shall be Installed in one coat and be 10 mil thick (dry), N.T.S. N.T.S.
} ***REFER TO CROSS SECTION PLAN (SHT. 4ac5) TITLE SHEET
unless otherwise noted. �
0.12' ARHM OVERLAY O NELIAN
H. Under no conditions shall a roadway be left over night, weekends or holidays wlthout approprlate strlping 0.25' ACUJOCARSTREET
and markings to the satisfaction of the City Engineer. WPAVEMENT REHA�ILtTAT10N
�Ry 1 B
0.33 AGG.
I. All traffic striping and pavement markings shall be Installed with all appropriate permits and traffic control � o W PROPS FINISHED 0.12' ARHM OVERLAY
EXIST. FINISHED SURFACE
measures, in accordance with the city and state standards. 24 -; EXIST. FINISHED SURFACE VIN ARD AVENUE TO f 1550, NORTH
Ci
T i
APPROVED BY: i - , DATE: - E�
J. Temporary or construction striping and markings shall be in accordance with the city and state standards
and as directed by the City Engineer. v - - - � ' `_ E LEGEND: OPROFE�S/O` CITY ENGINEER ' (/ RCE: 24953
Liv J vv C ' O On
�ntiREnrca0cg n °
° 0 ° EXIST. A.C. PVM'T� GREOOk N
3 Street Name Signs shall be Installed per City Standard Plan No. 401-A. ° 0.12' ARHM SURFACE COURSE
\—VARIABLE COLD PLANE SURFACE h RD CITY OF RANCHO CUCAMONGA
/l q VARIABLE COLD PLANE &(0 –0.12 ) (0.12' To 0') WNo. 24ss3 F ,oSDo cIVIC CENTER DRIVE
4. Traffic Signs shall be Installed per City Standard Plan No. 401-B. AND 0.12ARHM OVERY Exp. 12-31-01 DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
PAVEMENT REPLACEMENT DETAIL (NOTE: ROUTE AND SEAL VISIBLE CRACKS JOINT AND TRANSITION DETAIL , CIV%VRD 1 of 5
NTS 1/4 OR LARGER PRIOR TO OVERLAY.) c�►�-�Fdfi' CHECKM lt� No DRAWMG No.
NTS CH DATE MI No 1747
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HORIZ. SCALE: 1 "=40' _
VERT. SCALE: 1 "=8' - -_ -
56+00 57+00 58+00 59+00 60+00 61 +00
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_ __ _ _ ________ ____ _----------_--__---------___---___-_-- -
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�_25'1'
Q ' (TRANSITION)
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11 Q
CONSTRUCTION NOTES CARNELIAN STREET
W z 1A 8.0' VARIABLE COLD PLANE (THICKNESS: 0.12' TO 0') SEE PLANS FOR UMITS
0
S AND TYP. STREET SECTION0 Q N T F SH 1 OR DETAIL
ac
DESCRIPTION OF REVISION DATE ;
c� B 0.12 A.R.H.M. OVERLAY(NOTE: ROUTE AND SEAL CITY
CRACKS 1/4- AND LARGER PRIOR TO OVERLAY)
W 0.12 COLD PLANE AND 0.12 ARHM OVERLAY (NOTE: ROUTE AND SEAL LEGEND:
CRACKS 1/4- AND LARGER PRIOR TO OVERLAY) CITY OF RANCHO CUCAMONGI�
Q
s � �
REPLACE
SEESTRIPINGPLAN IPON PAVEMENT
SHEET 5 �MARKERS AND MARKINGS 0.12'-0' VARIABLE COLD PLANE AND 0.12 ARHM OVERLAY IMPROVEMENT PLAN
Q (NOTE: AFTER COLD PLANE, ROUTE AND SEAL VISIBLE CRACKS
n- 43a— ADJUST TO PROPOSED GRADE (MH, VALVES, P.C.C. BOX COVER, 1/4- OR LARGER PRIOR TO OVERLAY.)
SURVEY MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) CARNELIAN STREET
JOIN TRANSITION — VARIABLE COLD PLANE AND ARHM OVERLAY 0.12' ARHM OVERLAY (WITHOUT COLDPLANE) PAVEMFW REHABILITATION
PER JOINT AND TRANSITION DETAIL" ON SHT. 1 (NOTE: ROUTE AND SEAL VISIBLE CRACKS 1/4"
OR LARGER PRIOR TO OVERLAY.)
SAWCUT AND REMOVE HEAVY AWGATORED SURFACE AND REPLACE FROM VINEYARD AVE. TO ±1550' NORTH
PER "PAVEMENT REPLACEMENT DETAIL" ON SHT. 1 (0.12' ARHM, 0.25' AC do 0.33' AB)
NOTE: APPROX. LOCATION, FIELD LOCATE EXACT LOCATION _: " APPROVED BY: i� DATE: " -- ' t •
,- REMOVE EXIST PAVT. AND REPLACE PER PAVEMENT REPLACEMENT DETAIL ON SHEET 1 _/
CITY ENGINEER � _
_,,_.,� �,�(�iL� RCE: 24953
CURVE DATA � ,:-�, ' ,
a— REMOVE EXISTING BERM AND CONSTRUCT 8 CURB AND GUTTER PER (0.12 ARHM, 0.25 A.C. AND 0.33 A.B.)
.- P CG C^
CITY STANDARD DRAWING N0. 104 A2-8 °�°''' ��°" �� °R-L a '� '''�
CURVE: R L T p ( � RD CITY OF RANCHO CUCAMONGA
SAWCUT AND RE—CONSTRUCT PAVEMENT (0.12' ARHM, 0.25' A.C. OVER 0.33' A.B.)
A 472.76' 28.37' 14.19' 3'26'19" PER "PAVEMENT REPLACEMENT DETAIL" ON SHT. 1 0.12' COLD PLANE AND 0.12' ARHM OVERLAY �,,, RANCCCIVIC CENTER DRIVE � �
RANCHO CUC ONG C 9
O 30
NOTE: ROUTE AND SEAL VISIBLE CRACK 1 4" R LARGER PRIOR T R
SAWCUT AND REMOVE EX. CONC. GUTTER ( S / o LA cE o 0 OVERLAY.) RD 2 of 5
O 182.43' 3C•69' 15.38 9'38'20"
*+ ADJUST AS NECESSARY •CHECKM No 24053 DRAB NO.
CH MX IE NO 1747
63+50
28' 3O
L---
1310 3 O — 1310
Asa 58*50 4% A61*00 1C f
27' 3f' 26' 30' 0
vi Di
g0
1.0y'r
0
1302 .071r 1302
EP 1 B TYP0� i -20 0 20
---------------
Ir
L----
1288 1288 - -
0 20
+.}
63+00
28' 30' - I
Ir ''� 58*00 60*50
2i
27' 6 if'
1286 8 1286 13 13081 C M 1306
?9�°O 3'
5,1
2 ?.BBQ 996 TC
i
130o `�— 1300
k S
1284 1284
-20 0 20 -20 0 20
----' 62+50
� N
p 1308 1308
0 57*50 604-00 28' 30'
30' - 4a� 0.33 g 96 BD TC 28' 30' 'QO
1 B r \, 56 •
5�' k
8 1298
k0 ti1`� 1 B TYP 1. i
6 '
,1 /2.98 1 y 1:,_ �e ^
tig - 1.Y� , r 2.6 L- -J
1282 •'' 1282
1306 - 1306
y.' 0 0 20 40 t
7 rYP
8' rM (0.12' CaD PUN£) ^ IN
12961 1295
-20 0 20 -20 0 20
57+00
59+50 62+00
99A 6
� 0 0 3 �
b0�
2.54X 7� 10-1—Al
0-1 9��T�' 27' k 31'
1280 1280
1506 "J306
�9 �Jk 2� ---__-_; i o kN 50� ?��r � 28' 30' 6
g 21 �
1294 1294 -
-40 -20 0 20 40 +' 0 20 0�' 1 C
t �
h
1304 L---_J 1304
-20 0 20
56+50 5,9+00
9�
WEST E.P. EAST E P. 9°9s arc 27' 3f'
1278 78 12 92 qiY
34' 3f' ?411 _= DESCRIPTION OF REVISION DATE APPRovEa:
k 151 EP 0.12' rrP .,� ►� - , �y 61+50
l rYP 1 57� ,�1 o�x ARHM O I�£RU Y °� 62Z tig ---- 91
�Q 1 B 1 w- -_ �� CITY OF RANCHO CUCAMONGA
�P 2.231
26' 30
g
130
CROSS SECTIONS
-- —
6 ,�1 EX. AC SVR CE A TYP 4 —y -f
304
V. 1.96 � 0
1 % W ---J ry0 �0�
ti e'rrP (0.12' COLD PUNS) 7 rrn rrPCARNELIAN STREET
`' � ---' ^ PAVEMENT REHABILITATION
its1 A EX AC RFA Cr ^ ^ ----- EHAB LITATION
- II nz I ,
e ------I--- o o e
L_-JI:
1276 1276 1290 N rYP 1290 TYP
-40 -20 20 -20 0 20 -20 0 20 FROM VINEYARD AVE. TO BASE LINE RD.
L
0.1?' TYP 8' TYP. (0.1?' COLD PLANE)
APPROVED BY: DATE:
ARHM o► UY CITY ENGINEER RCE: 24953
Dsm B; RECOMW NDEO
CITY OF RANCHO CUCAMONGA
��
SCALE: H 0 R . 1 "= 10 . 0 ' ,ASCO CENTER ° SHIM
RANCHO CUCAMONGA, CA 91730
VER . 1 "= 1 . 0 ' CHECKM
RD 4 cw 5
R.C.E. NO 24953 Www- NO.
CH DAA FU No 1747
66*00 71*00
i r
?8' 30'
1320 1 j 1320 it !
,95 1.13X 71 f 50
r
2' 2x 58'
1 C L- -
,� --- 1
- 133s 1�
sex
�o h 1 c T
�• 1 C
1310
1318 1318 — 16
—20 0 20 9.t
68*50
26' 30' tcik
1328 A 1328 1334 L
—20 0 20 40
651 50
Ary1 C ^ 20 0 0
29' ' TYP.
29
—20 0 20
;
`---
70+50
1.60 r 27' 31,
1318 - — 1318 �
k �- - 68+00
1• h
28• 4 30' 3�ob
�.
i
1326 `----J -
326 1334 \ 1�
j —20 0 20
65+00 —20 0 20 - -J —20 0 20
40
---
58'
67150 70+00
0
,b, 269% r 28' 30'
I
1316 — 1316 Ak
h' 28' 30 0 x 1
� o a 147%
116 h 5% ! ?o9x
�7711---
1324 -- 4 -- 1324 1332 71 C — 54LY2
—20 0 20 1 C
I
1----- N N L---- f
—20 0 20 —20 0 20
64+50
58'
kit
1
^y 67100 69+50
r
28' 30'
28' & 30'
ti '�� 0.25X'
1314 1314 ; "
J1.8
. 95�
liel
' —20 1322 �---_; 1322 1330 l,fi3o
O 20 —20 0 20 —20 0 20
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= I
64+00 66+50 69+00 DESCRIPTION OF REVISION DATE CITY
58' l tie °12' 7)P. 2B• 3°' 28, 30. CITY OF RANCHO CUCAMONGA
ARHM OVERU Y 1322 1322 1330 lijo
CROSS SECTIONS
PROF. FW. RFACE ! � �� 6 9
0.04X y`l� �ry� x i� CARNELIAN STREET
1312 l 1 - 1312
PAVEMENT REHABILITATION
1 c rrp ! ; 1 C rrp.
FROM VINEYARD AVE. TO 1550 NORTH
APPROVED BY: , DATE: k14
1 C lyP i '� "� "� "�
'___-' N � � � CITY ENGINEER ._
' � � �� '�+ _ �- � ��- RCE: 24953
—20 0 20 1320 J —20 ^0 20 1320 1328 —20 A 0 20 1328 p-AN
RECOMMENDED
RD CITY OF RANCHO CUCAMONGA
01? rf. DRAWN- _ SCALE: HOR . 1 "= 10 . 0 '
10500 CIVIC CENTER DRIVE SHEET
ARHM OVERLAY RANCHO CUCAMONGA, CA 91730
VER . 1 "= 1 . 0 ' CHECKM
RD 5 cw S
F No 24M Dr AWM NO.
CH DATE FLE NO 1747