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CONSTRUCTION PLANS FCR
R�' 17
S E y
STORM DRA N
AND STREET IMPROVEMENTS
FROM HAVEN AVE. TO RR SPUR
GENERAL NOTES SHEET INDEX
1. All work shall be done in accordance with these plans, the City of RanchoCRE T INE 1 . TITLE SHEET
Cucamonga Standards and the Standard Specifications for Public Worms Jae LE
Construction 1994 Edition with 1995 Supplement . Contructor shall be CREEK DEVOREP
familiar with and shall be responsible for adherence to these Standards and 2. STORM DRAIN PLAN a PROFILE
21
Specifications.
3. STORM DRAIN DETAILS
2. All pipe lines or substructures of any kind, telephone or power poles,
water meters, valves, fire hydrants, etc. shown or not shown on these plans 15 4. STREET IMPROVEMENTS PLAN
within the right—of—way limits or in adjacent areas where improvement RANCHO CUCAMONGA
work is to be done shall be removed relocated or protected in place CLAREMONT O FONTANA RIALTO QSAN BERNARDINO 5. STREET PROFILE,TYP. SECTIONS, AND DETAILS
as required at no cost to the City o� Rancho &camongo. Q UPLAND Q O
ARROW HWY COLT N
3. Any contractor performing work on this project shall familiarize himself 1 o O 10
with the site and shall be solely responsible for any damage to existing MO
ONTARIO
facilities resulting directly or indirectly from his operations, whether z LOMA .
or not such facilities are shown on these plans. PgMONA so a PROJECT LOCATION O LINDA Lij
O GRAND Q
CHINO I TERRACE
4. A permit shall be obtained from the City of Rancho Cucamonga Engineering RIVERSIDE
Department prior to any encroachment or construction within City of Rancho a3 31 O ARROW HWY
Cucamonga easement or right—of—way.
NORCO A
W C TACOMA OR
5. When improvements are to be placed on native soil which consist of a 91 a 0
rocky material, the sub-grade shall be prepared by removing all rocks 26TH ST JERSEY BLVD
which protrude above the sub-grade and all voids or depressions shall be
filled with a fine grade material of a quality better than the native 25TH ST
material. s1 24TH ST I R. R.
CORONA LAKE MATHEWS
ANAHEIM I 8TH ST. PROJECT LOCATION
6. Estimate of quantities is provided by the Engineer for the convenience of HILLS
U, AIIACM V. <
project bidding. The contractor shall make his own verification of such a
construction quantities before submitting a bid. Any item of work Li
o Q W X c
required by these plans which is not specifically listed in the estimate 2 W
of quantities shall be considered as included in the other items of work. (r LLJ GLEN IVY = z QST. w
W = N
HOT SPRINGS YU J
7. City approval of plans does not relieve the contractor from responsibility
for the correction of error and omission discovered during construction.
Upon request the required plan revisions shall be promptly submitted to / 6TH ST.
the City Engineer for approval. VICINITY I MAP
8. Work site shall be in a neat, clean, hazard free, orderly state, throughout N.T.S.
S.
construction. Site shall be cleaned upon request of the inspector.
9. Contact all Utility Companies as required, 48 hours prior to excavation. LOCATION MAP
Provide for your convenience are the following: N.T.S.
A. General Telephone (800) 422-4132
for underground service
B. South California Gas Company (909)335-7572
P. 0. Box 3003
Redlands , CA 92374- 3003
C. Cucamonga County Water District (909) 987-2591
9641 San Bernardino Road
Rancho Cucamonga, Co. 91762
D. So. California Edison (909) 357-6221
7951 Redwood Avenue
Fontana, Co 92336
10. The final or surface layer of asphaltic concrete roadway pavement shall No. REVISION APPR. DATE
not be placed until all utilities and utility laterals within the
roadway have been installed, all on—site improvements including all _�
grading have been completed, and all unacceptable parkway and roadway EXISTING SURVEY MONUMENTATION QEF 5k CITY OF RAN H0 CUCAMONGA
t
Improvements are removed and replaced to the satisfaction of the City ALL EXISTING SURVEY MONUMENTS THAT WILL BE DISTURBED BY THIS PROJECT SHALL -
Engineer. BE REFERENCED AND RESET BY THE GITYS SURVEYOR IN ACORDANCE WITH �� � � JERSEY BOULEVARD STORM DRAIN
SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT. FOUND MONUMENTS ARE SHOWN
ON THE PLANS AND DESCRIBED AS FOLLOWS:
11. AC Pavement and Aggregate Base material are for the "AC Pavement, Proposed 31
areas s shown n sheet of the Ian. The cost of AC Pavement and
FOUND: �°� AND STREET IMPROVEMENTS
a o 2 plan.
Aggregate Base material required for trench repair shall be included OF JERSEY BLVD. AND LOCATED AT
STREET.
INTERSECTION OF THE CENTERLINE C From Haven Avenue to RR SPUR
in the cost of the pipe. -
�2 I" GALV. PLATE TAGGED L.S. 2598 LOCATED AT THE INTERSECTION OF THE
12. Pipe bedding shall be per Rancho Cucamonga Standard Drawing No. 341 CENTERLINE OF JERSEY BLVD. AND RED OAK STREET. TITLE SHEET
and the soil report "Soil Investigation Jersey Boulevard Storm Drain _ _ _ _ _
JerseyBoulevard East of Vincent Avenue, Rancho Cucamonga, California" APPROVED BY i DATE 1! _
9 r8ENCHMARK BASIS OF BEARINGS Underground 8srvlC• Alert CITY ENGINEER ( R.C.E. N0.24�3
by Soil and Testing Engineers Inc., May 1989. Rancho Cucamonga County of San BernardinoPRIVATE ENGINEERING NOTE ', ._ J ,GOPNSTRUCTION CONTRACTOR AGREES THAT IN /ACCORDANCE WITH � ��Call: TOLL FREE emDESIGN ZZ RECOMMENDED
ark No. 10020: Round Road Department Improvement p GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION s ___ _ �,�, DAVIDSON13. In unpaved areas set manhole frame and cover 6" above existing ground. CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE v' ,I•H• _ ASSOCIATES, INC �� +olt In Curb Stamped Plans for Jersey Boulevard, 1 - 8O0 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE TAI NO , . E R C.�'
OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL 3426 Tenth Street
SB CO BM 01100" at DWG. No.206: NST 59' 3tE for PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE WIDE 4 Ede �, DRAWN P.O. Box 493 SHEET
422 - 4133 TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO AN �VRMAL wORA1NG J.C.A. A 92502 __L_OF
Southerly End of White Oak The Center Line of Jersey Boulevard HOUR% AND CONMRUCTION AOR FUIMU AGREES TO OBD . 0
714)68 209 FAX:(714)686-5807 D CI .C.A. Riverside,
INDEMNIFY D HOLD DESIGN PROFESSIONAL HARMLESS FROM ANYX4 -
South of Jersey Boulevard, 1 Ft. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ��� CHECKED r�'{�/' - - DRAWING NO.
West of Telephone Pole 111 GT 89848 PERFORMANCE OF WORK ON THIS PROJECT, EXCEFTNG LIABILITY ,AI /.� _R.C.E. N0. 35458
TWO WORKING DAYS BEFORE YOU DIG ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. W.' S ' DATh fjlZllB�f FILE N0. 8911342 — 569
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CONSTRUCTION NOTES
@,—REMOVE EXISTING A.C. BERM.
�-CONSTRUCT A.C. BERM TYPE D1-8 PER CITY STD. 104.
��ONSTRUCT 5" A.C. PAVEMENT OVER .5" C.A.B.
6' B'
CONSTRUCT 3" A.0 PAVEMENT.
12' 6' is TEIWPORARY C.B. CMP (SEE SHT. 2 & 3)
W s"
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SECTION E—E '/
PROP. E.P.
DETAIL - F
NOTES:
A. SIGNING,STRIPING & LOOP REPLACEMENT TO BE INSTALLED BY OTHERS.
B. ACQUIRE ENCROACHMENT PERMIT BEFORE CONSTRUCTION WITHIN cmr
RAILROAD SPUR RIGHT—OF—WAY. DESCRIPTION OF REVISION DATE Amwvm
C. ADJUST EXISTING MANHOLE, WATER VALVE, MONUMENTS, ETC. TO GRADE CITY OF RANCHO CUCAMONGA
PRIOR TO CONSTRUCTION.
D. REMOVE AND SALVAGE TO THE CITY YARD EXISTING NO PARKING SIGNS,
TYPE "L', TYPE "M" MARKERS WITHIN THE PROJECT LIMIT. JERSEY BOULEVARD
STREET IMPROVEMENT
LEGEND: FROM HAVEN AVENUE TO SPUR
NEW A.C. PAVEMENT APPROVED BY: DATE: –�
® REMOVE & REPLACE EXISTING PAVEMENT I10ss' CITY ENGINEER RCE: 24953
J O�� p� PLAN PREPARED BY:
® A.C. OVERLAY WITH REINFORCED FABRIC !� ti RD/MA CITY OF RANCHO CUCAMONGA ex&,rr,to1 -
24953 10500 CIVIC CENTER DRIVE
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CROSS SECTIONS ARE AVAILABLE FROM THE CITY'S FILE 3r/4 RANCHO CUCAMONGA, CA 91730
MA 4 cw 5
UPON REQUEST
Of ca+.�4°� a+Eaao Rc.E. too_. oRAwlrrc No,
WS FU 100 —F1569
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NORTH SOUTH1' MIN. OVERLAP
,EVe-I
NORTH SOUTH
L ;tN6 COue6E FABRIC 2" ERLAY SAALt. BE DONE
OR COL PLArm REINF. MONITHICALLY OVER
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SIDE 32, 32' SIDE SIDE 32, 32, SIDE (SE>✓ WOM !T 14 ENTIRE SECTION.
VA C, oVextAY sltku.
10.5' OR 20.5' f A.C. OVERLAY / REINF. FABRIC 10.5' OR 20.5' 66 i;X MokoLlTF*tC.AL1_Y
10.5' OV&P-TIAS6WTtF-94SG-ttor! 10.5'
° o ° ooCONSTRUCTION NOTES :
ppp
p p 5=.a @,— REMOVE EXISTING A.C. BERM.
EXISTING SURFACE ,' MIN. VARIES �" A. PAVEMENT _ CONSTRUCT A.C. BERM TYPE D1 -8 PER CITY STD. 104.
iE� va F_s Rs REINF. F c VARIES
'&7_11545 j ''A '�� —1''" 14 5" C.A.B. -CONSTRUCT 5" A.C. PAVEMENT OVER 5" C.A.B.
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000 VARIES-COLD PLANE/AV MING COURSE O 00 O -- C) 6 3 ° ° 0 p
COLD LANE: 0-1 / AX
LEVELING COURSE: 0-4 MAX 14
14 (Tv.) SECTION D — D
DETAIL "E'
SECTION A — A SEE DETAIL 'er N.T.S. "•T.'
N.T.S.
R/W SOUTH RAW SOUTH
� 1' SAWCUT !
SIDE �- SIDE BEGIN NEW PAVMT.
8/ 12 20 32 8/ 12 20 32 OVERLA SFIAL�L BE DONE
31' 31' N ONOTHICALL OVER ENTIRE SECTION
EXIST. PAVEMENT EXIST. PAVEMENT w 1' MIN OVERLAP
1' SAWCUT 1SAWCUT
REINF. FABRIC
START OF NEW PAVMT. START OF NEW PAVMT. 14. CITY
REINFORC D DESCRIPTION OF REVISION DATE D
2 SEE DETAIL "C" VARIES 10.5' MIN. 2 SEE DETAIL "C" VARIES 10.5' MIN FABRIC
OVERLAP OVERLAP CITY OF RANCHO CUCAMONGA
11 REINF. FABRIC REINF. FABRIC r ' C
2:1MgX`II � — vat'--� 1' MIN. P( EINF. FABRIC �' v MIN. 0 P( EINF. FABRIC) nAG PROr ILC
es va�r—a � 3y MINS Ar�IEJ'
_ VARIES{
JERSEY BOULEVARD
O �v
1*�s _ V \ 0 O .JJ VARIES: CO D PLANE OR BEET IMPROVEMENT
O o U
FABRIC v� �� FABRIC
DI✓TAIL G F�0 5"�'P'� C 0 G 0 G 0 0 LEVELING OURSE We I
14 ftoTe FROM HAVEN AVENUE TO SPUR
14 SEE DETAIL "Er 4 SEE DETAIL "E' APPROVED BY: DATE:
VARIES: COLD PLANE OR LEVELING COURSE 3" A.C. PAVEMENT QRaFlss�r� CITY ENGINEER 7 ,01 RCE: 24953
COLD PLANE: 0-1 1/2" MAX �� y FZ
LEVELING COURSE: 0-4 MAX VARIES: COLD PLANE OR LEVELING COURSE ED
��� ��? DESIGN PLAN PREPARED BY: RECOWMFND
(SF,tr-, hIOjE� *) COLD PLANE: 0-1 1/2- MAX 5" C•p`•B•
LEVELING COURSE: 0-4 MAX `�� v y�� WS CITY OF RANCHO CUCAMONGA
4 ��
STREET WIDENING SECTION B — B No. 24953 10500 CIVIC CENTER DRIVE SHM
FROM STA. 2�0 +39 To 32+18 STREET WIDENING SECTION C — C �K , Exp 12/31 X97 °`�"�"' CUCAMONGA, CA 91730 MA 5 of 5
�- doss �crtot,5 AIz� A�,accae�t,>E
• FROM STA. 38+26 TO 49+65 FRoNI 74 GtTYF FtL-6 UFOrl KEAUESr DETAIL "C' '%,f ; ! �•p CHECKED a.cE. No DRAWING N0
N.T.S. _ , ws DATE FU NO 1569