HomeMy WebLinkAbout2023 CITY OF RANC110 CUCAMONGA
B SE LINE ROAD STORM R IN IMPROVEMENTS
ND PAVEMENT REH BILITATION
STORM DRAIN CONSTRUCTION NOTES:
FROM RAMONA AVENUE TO HERMOSA AVENUE
GENERAL NOTES
❑- INSTALL 78" RCP, STORM DRAIN, D LOAD PER PLAN.
2� INSTALL 36" RCP, STORM DRAIN, D LOAD PER PLAN.
1 . All work shall conform to the Cit of Rancho Cucamonga Standard Drawings and the "
CityRANCHOg
g SHEET INDEX � INSTALL 24 RCP, STORM DRAIN, D LOAD PER PLAN.
Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with
supplements. PRO.TaCT SITE SECTION SHEET N0. DESCRIPTION CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319.
__ _ 4
2. Public and private utilities and substructures shown hereon are from available records. CONSTRUCT JUNCTION STRUCTURE NO.2 PER RANCHO CUCAMONGA STD. DWG. NO. 331.
� =------•---- -- -- - � - -
The contractor shall be responsible for protecting all utilities and substructures as I I 1 TITLE SHEET �- CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300 SEE
shown within the construction limits of this project and shall be responsible for an "'LLS' R - �- I PLAN FOR "W" AND "V".
p 1 p y I I I �❑ 24TH ST - zSTORM DRAIN IMPROVEMENTS PLAN
damage as a result of the construction operations. i a _ g 2 FROM STA. 01+00.00 TO STA. 10+50.00 a- CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA
o.vai BANY a -❑❑ UMMIT A �- STANDARD PLAN NO. 308.
3. The contractor shall notify Underground Service Alert 1 -800-422-4133 and the following \� M AV = a Hlc"uN vE .1 ❑ 3 STORM DRAIN IMPROVEMENTS PLAN
FIE❑❑ 30 o FROM STA. 1D+50.00 To STA. 15+80.36 a- CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. M. NO. 307.
utilities two working days prior to construction or regarding any problems. \ _ 19TH 30 [� Z m CASE A.
}- W W a o 4 STORM DRAIN IMPROVEMENTS PLAN
6585 Z
Southern California Edison Co. (909) 357_ 3 VICTORI ARK LATERALS-FROM "A-1" THROUGH "A-6" RELOCATE AND REPLACE EXISTING WATER METER AND WATER SERVICE, PER CVWD STANDARD
Southern California Gas Co. (909) 335-7847 BASE UN RD Z DRAWING NO.2, COMPLETE IN PLACE.
Verizon Communication (909) 469-6340 :�- ❑❑ sT ❑< �❑ a 5 PAVEMENT REHABIUTATION
I m0 Q r FROM RAMONA AVENUE TO HERMOSA AVE. �- RELOCATE EXISTING SIGN.
Cucamonga Valley Water District (909) 987-2591 _ ® Q g z
Charter Communication 909 343-5171 F THILL BLV ❑❑❑ 66 a STRIPING PLAN
( ) W g Q- SAWCUT EXISTING RIVER WASHED GRANITE COBBLESTONES SIDEWALK TO NEAT JOINT, BEFORE
Metropolitan Water District (909) 217-6679 Q ]W> ❑� w> Ro °� o cn FROM RAMONA AVENUE TO HERMOSA AVE. CONSTRUCTION OF CATCH BASIN, ANY DAMAGED ROCK AND MORTAR SHALL BE REPLACE PER
4. For inspection of this project, the Contractor shall Contact the Public Works Section
Z Z UJ o a BNSF RR 8" SEWER RELOCATION STD. DWG N0. 542, CASE 1, OR TO MATCH EXITING, TO SATISFACTION OF CITY INSPECTOR.
at 477-2740 Ext. 4077 two working days prior to the required date. TEAK WAY gA REMOVE AND REPLACE EXISTING LAWN OR LANDSCAPING AND IRRIGATION TO IN LIKE AND KIND.
�. 6TH ST
WI Fo 8 S" SEWER RELOCATION 10 PLUG NEW 78" RCP, RE-USED EXISTING PIPE CLOSURE FROM HERMOSA AVENUE.
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any L__-❑❑❑� _ aTH_sT I L
TRACT N0. 11350
construction or encroachment within any City of Rancho Cucamonga right-of-way. 11 UNPLUG EXISTING P.C.C. PIPE CLOSURE AND PLUG TO NEW 78" RCP ON RAMONA AVENUE.
6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City V1QW ff MAP
12 RELOCATE EXISTING 8" VCP SEWER LINE, SEE CVWD SEWER RELOCATION PLAN, SHT. NO.7 & 8
of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior Nor TO sca.E 13 CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY OF RANCHO
to construction indicating any detour and/or road closures. CUCAMONGA STANDARD DRAWING NO. 339.
7. Contractor shall have a "Class A" Contractor Licence. 4. Traffic control and safety shall be maintained by the Contractor in accordance with the 14 PROTECT IN PLACE.
standard of the State of California Business Transfortation and Housing Agency, Department
EXISTING SURVEY MONUMEt4TATION of Transportation ( Caltrans ) "State of California Manual of Traffic Controls for Construction 15 RELOCATE EXISTING UTILITY LINE BY OTHERS.
All existing survey monuments that will be disturbed by this project shall be referenced and and "Maintenance Work Zone (S.A.F.T.) 1990 Editon, the special provision, and in accordance
reset by the City Construction Surveyor in accordance with Section 8771 of the California with the detour and phasing plans. Traffic control and safety devices shall be placed and 16 SAWCUT EXISTING PARKWAY DRAIN AND CONNECT TO NEW CATCH BASIN, SEE DETAIL
Surveyors Act. Found monuments are shown on the plans and described as follows: maintained to the satisfaction of the Engineer. No such devices shall be removed or relocated ON SHEET NO.3.
(FOUND) without approval of the Engineer. 17 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG NO.329.
5. Contractor shall locate existing loop detectors and restore in place after installation of the 18 CONSTRUCT BLANKET PROTECTION PER CITY OF RANCHO CUCAMONGA STD. DWG NO.340.
proposed storm drain.
1� F.D. SPIKE AND WASHER LOCATED AT INTERSECTION OF BASE LINE ROAD AND CAMBRIDGE AVENUE. 19 PROTECT AND SUPPORT EXISTING FIRE HYDRANT BEFORE INSTALLING THE NEW 24" RCP.
2�- FOUND 2 - 1 " IRON PIPE LOCATED AT INTERSECTION OF BASE LINE ROAD AND HERMOSA AVENUE. 6. Prior to performing any excavation of the project the Contractor shall submit shoring drawings
to the City Engineer for approval, if such shoring does not conform to the State of California
Construction Safety Orders dealing with excavations and trenches as issued by the Division of STREET IMPROVEMENTS CONSTRUCTION NOTES
STRIPING GENERAL NOTES Industrial safety then shoring calculations and drawings shall be prepared by a California
Registered Civil Engineer.
1. All details and dimensions for traffic striping and markings and the installation thereof shall conform 7Design of the R.C.P. shown on the contract drawings is based on the assumption the pipe will 1� VARIABLE COLD PLANE FROM 0' TO 0.12'.
,
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City a be installed in accordance with the pipe bedding detail as shown on City of Rancho Cucamonga Standard plan no. 133, unless otherwise approved or directed by the City Engineer. a- 0.12 ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND
Std. Dwg. No. 341 . If the trench width exceeds the outside diameter of the conduit plus 20 inches
the bedding shall be modified and/or pipe of additional strength shall be provided. The proposed CRACK SEAL VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
2. Procedures for painting of striping and pavement markings and installation of pavements markers shall PAVEMENT MARKERS AND MARKINGS
REPLACE STRIPING, PA
modification shall be approved by the City Engineer. a- V
conform to the Standard Specifications for Public Works Construction and the following provisions. SEE STRIPING PLAN ON SHEET 6.
8. Trench backfill shall conform to the City of Rancho Cucamonga Std. Dwg. No.120 and shall be
A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. verified by compaction tests to the satisfaction of the Engineer or his representative. a- ADJUST TO GRADE (M#, WATER VALVES, GAS VALVES, P.C.C. VAULT AND
B. All conflictingtraffic striping and pavement markings shall be removed b WET SANDBLASTING. OTHER APPURTENANCE.)
P 9 Pa 9 Y 9. Compaction tests of embankment construction, trench backfill, compacting original ground
and all sub-grades shall be performed by an independent testing firm and the City will bear the a- JOIN EXISTING (SEE JOINT DETAIL ON SHEET 5)
C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation cost of said testing. The costs of all other tests, including the retesting of those that fail the
of striping and markings. first test, shall be borne by the contractor. A written report with these compaction tests will be CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD
D. All control points and spotting removed during sandblasting shall be replaced prior to installation of submitted to the City Engineer. DRAWING NO. 101., TYPE R-1, WIDTH = 19'.
striping and markings. 10. Paving replacement along the trench shall be per City Standard plan no. 120, if aggregate base exist.
E. All control points and spotting shall be inspected and approved b the Cit Traffic Engineer rior to the contractor shall replace aggregate base to match existing, all cost shall be included in the bid
p p g p pp y y g. p
installation of new or replacement striping and markings. item per linear foot for reinforced concrete pipe.
11 . Estimate of quantities is provided by the Engineer solely for the convenience of the Underground $BI'1fe Alert � o
F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, FEssi
15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the Contractor. The Contractor shall make his own determination of construction quantities gQ
first, unless otherwise noted. before submitting a bid. Any item of work required by these plans which is not specifically ��FORE
listed in the estimate of quantities shall be considered as included in the other items of work. a Call: TOLL FREE ti 3 T- fol
g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), �((( �, No. 24853 7-
unless otherwise noted. 12. Locations of catch basins connection pipe junctions with catch basins shown on the drawings ►,�� 1 -800 V, Exp. 12-31-05
are schematic. It is intended that such junctions be located at the downstream end of the
H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping catch basin unless a detail of the connection is shown or a note specifically indicates 422-4133 CMV
and markings to the satisfaction of " the City Engineer. otherwise, in all cases the exact locations will be determined in the fields by the Engineer OF CAL%
I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control to meet field conditions. TWO WORKING DAYS BEFORE YOU DIG
measures, in accordance with the city and state standards. 13. Sanitary sewers and house connections crossing over the storm drain trench shall be (;I� �� RANCF'IO CUCAMONGA
in accordance with the City of Rancho Cucamonga Std. Dwg. no.339 and encased per
J. Temporary or construction striping and markings shall be in accordance with the city and state standards general note No.S on said Std. Dwg. House connections shall be prepared per City of Rancho
and as directed by the City Engineer. Cucamonga Standard Drawing No. 339, case 3. TITLE SHEET
STORM DRAIN GENERAL NOTES 14. When indicated on the drawings sanitary sewers and lateral connections shall be encased or NE ROAD-STORM DRAIN IMPROVEMENT
blanketed in accordance with City of Rancho Cucamonga Standard Drawing No. 340. AND PAVEMENT REHABILITATION LI
1. All pipelines or substructures of any kind, telephone or power poles, water meters, wolves, 15, Locations shown on the contract drawings for existing sanitary sewer house connections are
fire hydrants, etcetera, shown or not shown on these plans within the right-of-way limits approximate only. The Contractor shall field locate laterals. FROM RAMONA AVENUE TO HERMOSA AVENUE
or in adjacent areas where improvement work is to be done, shall be removed, relocated, or
protected in place as required at no extra cost to the City of Rancho Cucamonga. 16. City approval of these plans does not relieve the Contractor from responsibility for the
APPROVED BY: DATE: G
correction of error and omission discovered during construction, upon request the required CITY ENGINEER RCE: 24953
2, Any Contractor performing work on this project shall familiarize himself with the site and plan revisions shall be promptly submitted to the City Engineer for approval.
shall be solely responsible for any damage to existing facilities resulting directly or MR r: PLAN PREPARED Y:
RECOMMENDED
indirectly for his operations, whether or not such facilities are shown on these plans. 17. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly ❑ RD2 RANCHO CUCAMONGA
state throughout construction site shall be cleaned upon request of the inspector. CITY 1Of OF CIVIC CENTER DRIVE
3. The Contractor shall reconstruct, replace or repair existing structures, pavement, ❑ DPAAWN RANCHO CUCAMONGA, CA 91730
curb and gutter , utility lines and other appurtenances affected by the installation 18. The final surface layer of asphaltic concrete roadway pavement shall not be placed until all RD2 1 of .
of the storm drain system. utilities and utility laterals within the roadway have been installed and all unacceptable parkway
and roadway improvements are removed and replaced to the satisfaction of the City Engineer. cxn R.C.E. NO DPJW c� No.
N0. DESCRIPTION OF REVISION DATE APPROVED. CH WE FLE NO 2023
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MATCH LINE SEE RIGHT 5 W o` o,�
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r 6' TYP. 1 ROUTE AND CRACK SEAL VISIBLE CRACKS
STA. 02+47.64 6 1/4" OR LARGER PRIOR TO OVERLAY (TYP.)
3 C.L. DWY. AFTER COLD PLANE.
MATCH LIN — SEE LEFT BASE LINE ROAD TYPICAL CROSS SECTION
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OPERATION TO PROVIDE FULL DEPTH BUTT = ""
JOIN FOR OVERLAY.
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BASE ]LIME ROAD
HERMOSA AVENUE CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENTS CONSTRUCTION NOTES PLAN
1� VARIABLE COLD PLANE FROM 0' TO 0.12'. BASE LINE ROAD
0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND PAVEMENT REHABILITATION
CRACK SEAL VISIBLE CRACKS 1/4- OR LARGER PRIOR TO OVERLAY) FROM RAMONA AVENUE TO HERMOSA AVENUE
3a— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
SEE STRIPING PLAN ON SHEET 6. Under round Service pert APPROVED BY: DATE:
4� ADJUST TO GRADE (MH, WATER VALVES, GAS VALVES, P.C.C. VAULT AND fog CITY ENGINEER RCE: 24953
OTHER APPURTENANCE.) 0 roG' Call• TOLL FREE DESIGN PIAN PREPARED BY: RE00M6AENDED
JOIN EXISTING (SEE DETAIL HEREON).
RM CITY OF RANCHO CUCAMONGA
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800 10500 CMC CENTER DRIVE CUCAMONGA, CA 91730
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CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STANDARD 422—4133 t� 5 of 8
DRAWING NO. 101., TYPE R-1, WIDTH = 19'. 0
cwicm R.C.E. No 14053 oRAwrrc No.
7� PROTECT IN PLACE. TWO WORKING DAYS BEFORE YOU DIG NO. APPRWMt CH DAA -ME No 2023
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NOTES_
1. ALL WORK SHALL CONFOW TO THE CITY OF RANCHO' CUOM ONGA SPECiFICATK NS FOR
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PUBLIC WORKS CONSTRUCTION, (GREEN BOOK), 2003 EDITION WiTH THE 2004
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- +_- -- +-- - _ _ --- --�- - -t - - - - 4_ # SUPPLEMENT, AND THE SPECIFiCATKyNS AND REQUIREMENTS OF THE CUCAMONGA COUNTY
I ; �___�___ _ , __ _ __ -- -� PROJECT SITE WATER DISTRICT.
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1 s ! I T ION CE - --- -- - - - - -
} , * 2. 8" D.I.P. SFWl COMPLY WiTH AYVWA C151 AND JOINTS SHALL COMPLY WITH AYVWA C111.
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� - -_-..-_ __ :__ i __� _._..�-- - -- __ _- _ _ _.! _- -- ` .. tat- -- -I --� - - -� -- - _ _- !___ _ __ __ --- - I I --- -. --- ._ _._-' -------__. -- ALL FITTINGS FOR DUCTILE IRON PIPE SHALL COMPLY TO AVYWA C110.
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44 39 - 3.
; I SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL
i { E S sz ALSO 24TH ST
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- - - -- - - - t-- -- - s IS SUITABLE AS DETERMMlEf} BY THE CWYD INSPECTOR:
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BANY ST ¢ _ SUMtvFIT AV 4. PRIOR THE ACTIVATI W OF ANY NEWLY SEWER LINE, TESTING
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` --�- -�--- � --s- _.}. - _ _ _ - � _• {— _ _-�- --�- -. - --- _ _ �- SFWl BE PERFORMED TO COMPLY WiTH THE PROVISIONS IN SECTION 15 OF
-}- ( � I I � t � , �� � EMO AV w
- THE CUCAMONGA VALLEY WATER DISTRICT STANDARD .
SPECIFlf2kTlf)NS
17)
- — - � = Q HIGHLAN WE
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:
-�--�- � I ---�--- --t------ -- 19TH S 30 z > ANY PERFORMING WORK O>Fi THIS PROJECT SHALL FAMILIARIZE THEMSELVES
i WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE
E ! � m TO EXISTING
w FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR
VICT
ORIA PARK L NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
--4- �---�--- - - - -�-- - -- - -E - -�-- -- - � - -� _ - 1 - --�___-�-_-�_----_- � - -: BASE LIN D
! I I fi , 8 i _ '" Q Y 6• CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS-BUILT" DRAWINGS TO
+- - + - _ t- - - - --- -�- -_ - -- _ - __ -- -- - -- - ---I-+ -1--- -- _ W THE CITY OF RANCHO CUCJIMOPKaA. THE CITY WILL FORWARD THESE TO
r i -{ -t- - E- -�- �/ r W CCWD.
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i Q ANY CHANGES IN THE SEWER UNE DEPTH OR CHANGES CONCERNING CONSTRUCTION
, } l c, i SHALL BE REPORTED TO CITY OF RANCHO CUCAMONGA AND CUCAMONGA VALLEY WATER
i � 1 � I 1/ ! r - FOOTHILL BLV
, r I _- _ _ _ - - - - - - - - DISTRICT INSPECTORS.
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+ a w RROW T a CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1-800-422-4133 AND THE
FOLLOWING UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION OR REGARDING ANY
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I j i ! , I r i - CUCAMONGA VALLEY WATER DISTRICT - (909) 987-2591
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r , �- + --{ r , - -} SAN GABRIEL MUNICIPAL WATER DISTRICT (818) 969-7911
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__-+ -- _ ___ - - --- -- - - - -- 357 6585
_ _ _.._ �._ � �_-� � � � � � _ � .- �. .� .�_ �:_ _.} _ �_-�._._�___ ___��..; w o SOUTHERN (909)
cn SOUTHERN CALIFORNIA GAS CO. - SAM KMARTW (909-} 335-7847
. .Fo VERIZON - JERRY FAUBEL
-� (909) 469-6354
j 4TH ST _
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_ _ 9• A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
t t i S 8 ROACHMENT WITHIU ANY _
OF
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I = i RANCHO DEPARTMENT EASEMENTO ANY T OR RIGHT-OF-WACUX OR DYA PERMIT SHALL BE OBTAINED
-- - -- -- - -- - - --;--+- ---- -t .- VICINITY YAP
C FROM THE CUCAMONGA VALLEY WATER DISTRICT AS WELL..
NOT TO SCALE
FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CITY OF
RANCHO CUCAMONGA PUBLIC WORKS SECTION AT (909) 477-2740, EXT. 4077 AND THE
CUC440WA 1IALl.EY WATER DISTRICT -
' � AT (90�} 9a� 2581, Two WOWING Days PRIOR To
i
•� R ;_ _ THE REQUIRED INSPECTION DATE.
-t -�._-:.-. APPROVAL OF THIS PLAN BY THE CUCAMONGA VALLEY WATER DISTRICT OR THE CITY OF
_�____ � ttww - - �____� - � � �--�--t-- { + ;__ ! 1 I TaANCHo CUCAMONGA DOES NOT CONS'TffUTE A REPRESEMtTATKNt of THE ACCURACY oR
PROFILE
- t_ F _ $ iIF j t I t f i I ; i THE EXISTENCE OF ANY UNDERGROUND FACILITY.
•— —— — — —i— — _. —._ — _ t -- — —.. f _ + —
HORIZ 1 - 20 _ �_ ..-__� i � � _-. t i --�.__ ;__- __- .� ' • - ; � -j- �----•�----�---��.�__ __._� � ; _�--
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i E i i CT'73 - - � R f !._ _._ 1 i --- i i ' -' I� i + ! 12. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM CUCAMONGA VALLEY WATER
- --- -- , ---_ _--} -} t -�- -+- E_ i _ _ DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATIONS OF THE
VERT 1 - 4 ! f ! ( I i � i , .�--- s r ! I � � f -�---{- ; � I
PLAN 1'= 20' O♦OO O♦SO 7 f00 PROPOSED WATER SYSTEM PRIOR TO CONSTRUCTION.
13• TRENCH REPAIR SHALL BE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.120.
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' 60' 6C'
VE 24' ! -= --- - - --- -- 24'
# 7-
16l5' i XIS77NG 8" VCP
SEWER TO REMAIN
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INSTALL NEW 80 VCP
■ --- 3 t 6 2 SEWER LINE
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_ _ , � ( •�_-., � � � fi" 48" DIA.
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4 EXIS7ING 8 VCP
O — — g 7 SEWER TO REMAINcc
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EXISTING 8" VCP SEWER
TO eE RENOWD SEWERUNE CONSTRUCTION NOTES
c.
O—NSTALL 8" V.C.P. SEWER LINE PER DETAIL A THIS SHEET
2>—CONSTRUCT 4Q" M.H. PER CVWD M. DWG. N0.t8.
f F + 3 3 CONVERT EXISTING M.H. TO DROP M.H: PER CVWD M. DWG. N0.19.
SAWCUT, REMME AND REPUACE EXISTING PARMAY DRAIN.
3 I ( i Es Sa----REMM AND REPLACE EXISTING LAWN AND UNWATIO14 NUKE AND KIND.
i ! i ( I QROF sib $ G>—REMME
AND RE-USE EXISTING WROUGHT IRON FENCE AND REPANT TO
PROPOSED 78 DIA. RCP MATCH EXISTING.
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62 H 3 No. 24953 _ g of- g c� STORM DRAIN 7 SAWCUT AND REPLACE EXISTING AC PAVEMENT AND CURB AND GUTTER.
BASE LINE ROAD
� a---
* * cn •-4, cn...2 D&TAIL A PROTECT IN PLACE.
`� ` , NOT TO SCALE Dg -- CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCHES PER CITY
01F cia. OF RANCHO STANDARD DRAWING W. 339.
BENCHMAW PLANS PREPARED UNDER SUPERVISION OF PLANS PREPARED BY DATE APPRO D DESIGNED BY DRAWN BY CHECKED BY
CITY OF RANCHO CUCAMONGA BX. NO.1®058 � CCAMONGA VALLEY WATER DISTRICT IaRA�
FD. 2' BRASS DISK IN CONC. CURB STAMPED BY, RMD RMD CVWD/RS
'CITY OF RANCHO CUCAMONGA BM HIG N3 1967' CITY OF RANCHO CUCAMONGA ASSISTANT GENERAL MANAGER, C.0.0, BASE LINE ROAD 005- S30 - 1
AT NORTHWEST CORNER OF BASE LINE ROAD WILLIAM J. O'NEIL 10500 CIVIC CENTER DRIVE
AND ARCHIBALD AVENUE 15 FT, WEST RANCHO CUCAMONGA, CA 91730 CUCAMONGA VALLEY WATER DISTRICT SCALE WORK ORDER No.
CURB RETURN AT WEST END OF CATCH BASIN. CITY ENGINEER (909) 477-2740 EXT.4070 ENGINEERING DEPARTMENT STORM DRAIN IMPROVEMENTS
EV DESCRIPTION ATE AP'D ELEV. 13.50..014 DATE R.C.E.
24953 10440 ASHFORD S C909A98 0 CUCAMONGA CA 91730 SEE ABOVE 8" SEWER RELOCATION - TRACT NO.11350 SHEET 1 OF 1
SHEET & of 8
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4 CUCAMONGA 1. ALL WORK SHALL CONFORkx TO 11iE CT1Y OF RANC�IQ yr y {/y-�yy /�y�
C� �I�CrIFIVl11 NN$ FOR
1
PUBLIC WORKS CONSTRUCTION, (GREEN BOOK). 2003 EDITION WiTH THE 2004
1 111 F t i I j i s
+ i - ;- 1 REWREMENiS OF THE CUCAMONGA VALLEY
� l � � IT SUPP AND THE SPECIFICATIONS AND
. -
! i C PROJECTS E
- _ ---- - - - —� --� - - - -- --1 -- - - _- --� ---' - - - -- - € - - -- - WATER DIS"rRiCT.
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! 1 ' j # ! i j ! _ _ 2. 8 D.I.P. SWILL COMPLY WITH AWWA C151 AND JOINTS SHALL COMPLY WITH AWW
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4 t --. __�_._ _ € _ �__j_ ..}_- i i F- I ALL FITTINGS FOR DUCTILE IRON PIPE SHALL COMPLY TO AWWA C110.
F- D ; I i LHLLS E RD - -
_ _ - 3.
3 I _ SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL
-- - ---; ------- - _-
LSO 24TH ST
--�" IS SUITABLE AS DEFERMMNEf? THE CVWD MI'.�PECTEX�
: PIAt
BANY ST _ SummfT 4. PRIOR THE
ACTNk M NEWLY CONSTRUCTED-Q RV
OF ANY
SEWER LIME
." TES�FTIiC
IE
— -- - -- -- - -- _
-t--.:�-- �- i � � __.•._._�_._.�__ _ ___�__ � �__ �_ - SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION 15 OF
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_.�- _ __ _�__ __� _.�_._ _ �_. �. _�-_. ___ -. __. ___.�_ _. } _ _ __ -. __+._ — _. > WATER DISTRICT STANDARD SPECIFICATIONS
— — ----
I I I ; I I ! I { t Q HIGHLAN WE
THE CUCAMONGA VALLEY
t , ( 4
I j I i ! , I I i ! 34
I 19TH S > ANY CONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL THEMSELVES
FAMILIARIZE-
_ - t f _-� � �+-- m WITH THE SiTE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
j r a i ! ! i I -1t i w w ),�_u3zj
FACIL MES RESULTING DIRECTLY OR INDIRECTLY FROM THEiR OPERATIONS WHETHER OR
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_ _ j �_..._ j -- ' -' -- _...�— am --- - VICTORIA NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
,
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--- 111...... L
_ ._. p BASE UN RD
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6• AOR SHALL RETURN A LEGIBLE
t t - — ----- -
LE AND CLEAN SET OF AS-BUILT' DRAWINGS TO
j { j ! - � { __ r R ST THE CITY OF RANCHO CUCAMONGA. THE CITY WILL FORWARD THESE TO CVWD.
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( j I _i s } ! ri c�► C ( m } 7. ANY CHANG
l - _ _--
ES N THE SEWER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION
— — — — f --r — --- — -- E— - --
I --- -- i---! -+---s - - - -- -- - -- 0 CITY OF RANCHO CUCAMONGA AND CUCAMONGA V
FOOTHILL LV WATER
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-----+-- - -- -- -Y _ . _ ^ � - _A�_ + : g HALL BE
� -!-- -� .� DISTRICT INSPECTORS.
T
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wIN[
w D w w 0500 CTARRQ�W
.> > z > > Q8• CONTRACTOR SHALL NOTIFY UND1-800-422-4133
� R UNDERGROUND SERVICE ALERT AND THE
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o z o a z
FOLLOWING LFFTLFAES TWO WEX21EIN8 BAYS PRIOR T4 COMESTRUsrTIEN�I OR REGARDING ANY
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I i I f I I Q Q O Q PROBLEMS:
— — — ----
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I I . TIhI 8 # ! -� } j i w = CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591
! r t j j SAN GABRIEL MUNICIPAL WATER DISTRICT
! .. - (818) 969-7911
i i { 6TH ST
f f ! t
+ r } r : t } + ----t- �- - - __ - - - -, -- -- - - - ---{--- - -- - --- --E i -- ,_ _ --- - -- cn a SOUTHERN CALIFORNIA EDI -
! 4 - _ w SON. GREG KLOCK -
�_ f I ~� -_# = 357 6585
:
SOUTHERN CAUF4RNMt GAS CO. - SAM- MARTIi�F
(909) 335--7847
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-- { i k f + 4TH ST p� i VERIZON JERRY FAUBEL (909) 469-6354
--R - - -- - - - - -
-- - _- - -m-- - - - - L
f j I � , �_ f �� f C -�-__ _� � �i � 9. ED FROM THE CITY OF RANCHO CUCAMONGA PERMITlk
ENGINEERING
DEPARTMENT PRIOR TO ANY CONSTRUCiTON OR ENCROACHMENT WITHIN ANY CiTY OF
___ _._. __ __ _._-_ _... .___
+ ._..t__._�-- -- _.__ .______ ___ ___.r_.__-- __ ___� .---_ __. VICINITY YAP RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. A PERMIT SHALL BE OBTAINED
r r � � FR(�I THE CUCAMONGA VALLEY WATER DISTRICT /4S WELL
NOT TO SCALE
,
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I i 10. FOR INSPECTION OF THIS PROJECT THE COt�CTOR SHALL CONTACT THE CITY OF
RANCHO CUCAMONGA PUBLIC WORKS SECTION AT (909) 477-2740, EXT. 4077 AND THE
CUCAMONGA VALLEY WATER DISTRICT AT (909y 98T--259T, TWO WORKING DAYS
I -- -- ! PRIOR TO
THE REQUIRED INSPECTION DATE.
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APPROVAL OF THIS PLAN BY THE CUCAMONGA VALLEY WATER DISTRICT OR THE CITY OF
RANCHO CUCAMONGA DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR
PREFILE THE EXISTENCE OF ANY UNDERGROUND FACILITY.
{
HORIZ 1•_ 20' i i I k 1 _��1�. -
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# _ ---f 12. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM CUCAMONGA VALLEY WATER
VERT 1 4 --+---�- t---�--- ----}--- , --- - - ---�__ - � I _
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DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATI NS OF THE
PLAN 1'= 20' 0'�'� Of'� 1 +00
PROPOSED WATER SYSTEM PRIOR TO CONSTRUCTION.
13. TRENCH REPAIR SHALL BE PER CITY OF RANCHO CUCAMONGA STT). DWG. NO.120.
2
+ �
cz CLEAN OUT
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EXIST. AC PAVEMENT E- EXIST. AC PAVEMENT--Xy
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SEWER TO REMAIAI
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INSTALL NEW 8" VCP
# tt" 2 A _ _._- _ �__ -___ __ 6'� 48" DIA. 6 SEWER LINE
3 c -6 _ -- 6 — 6- -- --
's'AN
[ r TEAK WAY �-
P
EXISTING 8" VCP
S SEWER TO REMAIN
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EXIS71NG 8" VCP SEWER
TO BE REMOVED
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RN CONSTRUCTION• � � � _ � a_.- SEIIUE LIE STRUC 0 NOTES
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@—WSML W V.C.P. SEWER LINE PER DETAIL A. THIS SHEET
PROFESS/ g �r-
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All ;��1b a � g > Ev>; �—CONSTRUCT 48" M.H. PER CVWD STD. DWG. NO.18.
�� ��, ti� � Z� o Z
ti � r ' o� N� �� N" DIA. RCP �—CONVERT EXISTING M.H. TO DROP M.H. PER CVWD STD. DWG. NO.19.
Ba SE LINE ROAD n No. 24>i5.3 � < �N
�'. _ '� h �W � E E 4�--SAWCUT AND REPLACE EXISTING AIG PAVEMEL�IT.
_ QE-raf�. a
5�—PROTECT U+I PLACE.
NOT TO SCALE
4or CN-%F
O6 --- CONSTRUCT SUPPORT FOR CONDUCTS- AciOSS TRENCHES PER CfTY
OF RANCHO CUCAMONGA STANDARD DRAWING NO. 339.
BENCHMARK PLANS PREPARED UNDER SUPERVISION OF PLANS PREPARED BY DATE APPR VED s DESIGNED BY DRAWN BY CHECKED BY
CITE OF RANCHO cLleAwoNGA aM. MN].1E1058 CCAMONGA VALLEY WATER DISTRICT �'� Na
FD. 2' BRASS DISK IN CONC, CURB STAMPED BY, RMD RMD CVWD/RS
'CITY OF RANCHO CUCAMOMA BM 10958 1987' CITY OF RANCHO CUCAMONGA ASSISTANT GENERAL MANAGER, C.0 O.
AT NORTHWEST CORNER [IF BASE LINE ROAD WILLIAM J. O'NEIL 10500 CIVIC CENTER DRIVE BASE LINE ROAD 045-S4 -
ANI} ARCHIBALD AVENUE 15 FT, WEST OF RANCHO CUCAMONGA, CA 91730 CUCAM13NNGA VALLEY WATER DISTRICT SCALE WORK ORDER No.
CURB RETURN AT WEST END OF CATCH BASIN. CITY ENGINEER (909) 477-2740 EXT.4070 ENGINEERING DEPARTMENT STORM DRAIN IMPROVEMENTS
VEV DESCRIPTION DATE **D ELEV. 1350,014 DATE R.C.E. 24953 10440 ASHFORD S(909A 987-RNCHO 2591AMONGA CA 91730 SEE ABOVE 8" SEWER RELOCATION - TEAK WAY SHEET 1 OF 1
SKEET 7 OF 0