HomeMy WebLinkAbout1331 IMPROVEMENT PLANS FOR
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COBBLE CURB AND GUTTER
GENERAL NOTES
I. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard
Specifications for Public Works Construction (Green Book) , 1985 Edition with 1986 and 1987
supplements.
2. Public and private utilities and substructures shown hereon are from available record. The
Contractor shall be responsible for protecting all utilities and substructures as shown within
the construction limits of this project and shall be -responsible for any damage as a result of SUMM/T AVENUE
constructionoperation.
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3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities
two working days prior to construction or regarding any problems: j j
Southern California Edison (714) 986-5861 Z Z
Southern California Gas Co. (714) 989-1700
General Telephone Co. 1 -800-422-4123 or(714) 335-7711 Q Q
Cucamonga County Water District (714) 987-2591
4. For inspection of this project, the Contractor shall contact the Public Works Section at 989-1862 HIGHLAND AVENUE
Ext. 312 , two working days prior to the required date.
5. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior
to any construction or encroachment within any City of Rancho Cucamonga easement or right of ways
6. The Contractor shall notify the San Bernardino Sheriffs Department, the Foothill Fire District Z
and any affected school district, 72 hours prior to construction indicating any detour and/or N h
road closures.
W
BENCH MARK V/C TOR/A S TREE T
2" brass disk in cont. curb stamped "SECS BM No. 8-21 1970" at northeasterly corner of S.R.R.R.
Highland Avenue and Etiwanda Avenue, at northerly corner of catch basin 66 ft. north of
Highland Avenue, Elevation 1432.769.
BASEL/NE ROAD
DESCRIPTION OF REVISION DATE CITYAPPROVED.
CITY OF RANCHO CUCAMONGA
TITLE SHEET
ETIWANDA AVE .
COBBLE CURB � GUTTER (VICINITY OF 6700 6800
VICINITY MAP ETIWANDA AVE.)
APPROVED BY: �� ! DATE:
( NOT TO SCALE ) CITY ENGINEER "e' RCE. NO.22397
DESIGN PLANS PREPARED BY' RECOMMENDED -
1 C.S.B. CITY OF RANCHO CUCAMONGA
Y DRAWN 9320 BASELINE ROAD SHEET
RANCHO CUCAMONGA , CA 91730
C.S.B l of 2
CHECKED DRAWING NO.
�L R.C.E. N036937
�1' DATE FILE NO
a EXIST. FL.
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+ EXIST. TOP OF WALL
PROPOSED T.C. t�
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MATCH EXIST. G N '� ti 2.83%
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EXIST GRADE N 2.83%
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MATCH EXIST.
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1371 —
SCALE:
VERT. I 4
HORZ. I� = 4d
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
PLAN
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6826 + 6806 0 6770 6696 6688 6658 � U.
�
o m o /
I`- ETIWANDA AVE. W u. ETIWANDA AVE. 1 o ETIWANDA AVE.co 0 1 ETIWANDA ETIWANDA ETIWANDA AVE.
I c� 1 AVE. 1 AVE. I /
C �` G (SY OTHERS) 1 11 I C G (BY OTHERS) EXIST. 1 I
g 1 1 I 11 6 I 4' GUTTER /
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-- ---- ---- - -
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f / _ g — ! 1.0 � � I I 13 I2 I3 I4 15 16 I7
16
SEWER _ ! _ _. _ _ -� � _ _ � � �
2' J _j °C a FEATHER TO 2'� J �—2' ETIWANDA AVE.
V U
m � J �
a MATCH EXIST. a .. � ao m
ETIWANDA AVE. I a m m PROPOSED 30 WATERLINE a I 0. 5 6 N FEATHER TO o� a
0t00 _ J MATCH EXIST. I 2 � I N
ti 5 M 2 1 a SAWCUT NEATLY 2 4 1 5 a (BY OTHERS) aD in to in O~
°f a AT JOINT of O + W=1 1 + + + + a W=13 + + +
W=10 � m os v>' O N M �_ co �_ ti
BY OTHERS SAWCUT NEATLY —AT JOINT BY OTHERS 8Y OTHERS —+
R/W R/W � -
I - 80 R/W I .I
i 23' � � 23'
WEST 3 8 23
72.6 R/W 72.4 CONSTRUCTION NOTES=
I 7 72.77
10 2 FEATHER TO EXIST. ROCK I (40) I _ REMOVED 4 A.B. I MIN. A.C. OVERLAY WAS 4
(44) GRADE ADDED REPL• kA" A.C. AND FILL 8-15-89
GRADE 5 G.B. I MATCH EXIST. CURB I
T. .
0
TO MATCH _ o
1.5 /o ____ I /oV I CONSTRUCT COBBLESTONE CURB AND GUTTER PER CITY STANDARD CITY
— — — _ 3.5°x" — - •___r_'/ � �� �� ITEM DESCRIPTION OF REVISION DATE
-- - - --- -
__ _ _ NO. 307 10 C.F. 24 GUTTER. APPROVED.
' p A DRIVEWAY SECTION b " 2a—CONSTRUCT COBBLEFACE CURB RETURN AND DEPRESSED CURB AND
I'ro8' 8' PC-C. PAVEMENT UNDER ��_ � CITY OF RANCHO CUCAMONGA
2 A T + _ GUTTER PORTION OF D.A. PER CITY STANDARD NO. 306.
„ AT 6 10 SCALE I 4 T
VARIES STA 5+97 TO 6+95 ETIWANDA AVE. EXISTING ROAD.
STA 5+97 TO 6+95 WEST 15'5 8' 23' 3�--CONSTRUCT 2" A.C. D.A.
EXISTING CURB AND STA 8+95 TO 10+55 80.33 SAWCUT ww IMPROVEMENTS TO THE WEST SID
8011 •�• u
� 79.94
- RA . . . o�, 4 CONSTRUCT 6 P.C.C. DRIVEWAY.
4 GUTTER , REMOVE. STA 12+58 TO F3+58 (46.5) NEATLY (40) GRADE IQ o-
T.C.
R� I BASE PVMT. (BY OTHERS) STA 15+08707017+25 R/W -1.4 '/0 � IQ ��CONSTRUCT.10' MIN. A.C. OVERLAY. ETIWANDA AVE.
EXIST ROCK -2323 - _ . _ _ • 6a—SAWCUT AND REMOVE EXISTING PC-C. PVMT. COBBLESTONE CURB AND GUTTER (VICINITY OF
WALL 1pp' 2' FEATHER TO EXIST. ROCK ; B DRIVEWAY SECTION
5 G.B. MATCH EXIST. WEST REPLACE WITH- 4" A.C. AND COMPACTED FILL.
CURB 6700 AND 6800 ETIWANDA AVE.)
D + I
AT STA 9 18
R/W
-y 1.5% ,
RIES _ _ _ ( 0) PPR Y: 7
�(� _ APPROVED B DATE.
T ' — _�� 9 ���> M r� �i CITY ENGINEER RC.E No.22397
400.17 400.00' 399.75' PLANS PREPARED 8Y RECOMMENDED
I'to8' 8' P•C.0 PAVEMENT UNDER
ETIWANDA AVE. EXISTING ROAD. (40) GRADE T C ��' Z,�z�i - DESIGN
CSB CITY OF RANCHO CUCAMONGA ,�
EXISTING 4 GUTTER ___ -2_%0 No 36937 �,j 9320 BASELINE ROAD
STA 134-58 TO 15+07 ------ --- - ; EXP. 6 30_c2 * DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
�lglf Of CAl1F� �j CSB 2 of 2
C DRIVEWAY SECTION - CHECKED 36937 DRAW NO.
16
AT TA 7 .4 74�� A-440K.
R.
C E NO
ffA S 9
2
DATE FILE NO 1331