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MA O. 10024
-------- FD 2 BRASS DISK IN TOP OF WEST SIDE QF CDNC. FL ODD
CON TROL DI TCH S TA MpEg *"SBCO BM 700-32 A T NOR TH WES T
CORNER OF 87H STREET AND HELLMAN AVE.$ 18 FT WEST OF
CEN TEI?L INE OF HEL L MA N A VENUE AND 26 FT. NOR TH OF
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U 77LI TY-C—ON CONTACTS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
ui CONSTRUCTION- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS.
9TH ST CABLE: ADELPHIA (PORTION OF RED HILL) CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
(800) 626-6299 AND SPECIFICATIONS.
CHARTER COMMUNICATIONS CORPORATION 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER
SCRRA RAILROAD RIGHT-017-
6680 VIEW PARK COURT METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE
8TH ST RIVERSIDE, CALIFORNIA 92503 WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL
PROTECTED IN PLACE AS REQUIRED AT NO
(909) 987-6275 BE THE REMOVED, REPLACED, RELOCATED OR P
< > COST TO THE CITY OF RANCHO CUCAMONGA.
0 < J55 S.F
w 0 ELECTRICITY: SOUTHERN CALIFORNIA EDISON COMPANY CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO
_j (D CUCAMONGA SID. 101-C. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
ui m 7951 REDWOOD AVENUE 2,420 SF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING
Z FONTANA, CA 92336 CONSTRUCT 4" PCC CURVILINEAR SIDEWALK PER CITY OF RANCHO FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR
5; (800) 655-4555 CUCAMONGA STD. 103 & 114.
ry NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
< CONSTRUCT AX. OVERLAY (0.10 MINJI, 2,410 S.F. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
1-10 CONTROL DIST. GRIND 0,10 MIN. AND CONST
FLOOD CONTROL DISTRICT:SAN BERNARDINO COUNTY FLOOD ES AND LEGEND ON 17 EA.
825 EAST THIRD STREET SHEET 1 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS,
STREET TREES SHALL BE INSTALLED PER THE NOT WITHIN ANY
SAN BERNARDINO, CA 92415-0835 3 EA. ENGINEERING DEPARTMENT PRIOR To ANY ENCROACHMENT OR CONSTRUCTION
(909) 387-8104 INSTALL 9500 LUMEN HPSV STREET LIGHT WIR26(S) SIGN. STREET LIGHT BY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
EDISON, PAID AND CORDINA TED 8 Y DE VEL OPER.
SOUTHERN- CALIFORNIA GAS COMPANY CONSTRUCT 1' DEEP LIFT A.C. 54 S.F. 5, ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
-2200 PAVEMENT POINTS WITHIN 0.01 FOOT OF
RESIDENTIAL 1(800) 427 SHALL BE SET AT ALL HINGE POINT, EDGE OF
N.T.S. COMMERCIAL 1(800) 427-2000 SUB-GRADE ELEVATION AND AT NO MORE THAN 50-FOOT INTERVALS, ADDITIONAL
PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR
SEWER: CUCAMONGA VALLEY WATER DISTRICT L bI VERTICAL CURVE AREAS.
10440 ASHFORD STREET OTHER UTILITY LATERALS, MAINS, OR
RANCHO CUCAMONGA, CA 91730 54 L.F. 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR
REMOVE EX IS77NG 8$ CURB & GUTTER. CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING.
(909) 987-2591 54 S.F
SA WCU T AND REMO VE I' EXISTING A.C. PA VEMEN T 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
WATER: CUCAMONGA VALLEY WATER DISTRICT COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO
10440 ASHFORD STREET COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
RANCHO CUCAMONGA, CA 91730-0638 COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
(909) 987-2591 SUBMITTED TO THE CITY
EXISTING SURVEY MONIUDISTRICT
MENTATI 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE
CHINO BASIN MUNICIPAL WATER ENGINEER. LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL
I HEREBY CER TIF y TI-IA T I HA VE IDENTIFIED A L L SUR VE y MONUMENTS OF RECORD THA T COULD BE DISTURBED BY 9400 CHERRY AVE. # A CONTENT AND GRADATION OF ASPHALT PAVING.
TI-115 PROJECT. A L L SAID MONUMENTS WHICH CURREN 7L Y EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND FONTANA, CA 92335
ARE DESCRIBED AS FOL L 0 WS.- A L L A RRO W ROUTE AND HELMS A VENUE MONUMENTS PER TA INING TO PARCEL MAP 18994, P.O. BOX 697 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
RANCHO CUCAMONGA, CA 91729 TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS TO VERIFY SIEVE
(909) 357-0241 ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
METROPOLITAN WATER DISTRICT GROW 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS
700 NORTH MORENO AVENUE SMEEr NAME SOMMICAL NAME CWMOAI NAME vA cE SFAa1vG 92F ory. TAKEN TO DETERMINE STRUCTURAL SECTIONS.
LA VERNE, CA 91750 25' Q.C. 15 GAL. 20 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A
FESS/ NgC (909) 593-7474 ARROW ROUTE GINGKO BIL 08A MAIDENHAIR TREE ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS
J. TELEPHONE: VERIZON 'FAIRMOUNT" 10 WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE
Wc, jo IL t:�l
(800) 483 30010 HELMS AVE. 7RISTANIOPSIS LAURINA WA TER GUM 20' 0.C. 15 GA L. FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE TO
MATERIAL.
rt aC CALTRANS: CALIFORNIA DEPT. OF TRANSPORTATION, DIST, 8 SEE DRAWING NO. 189, REVISION J. -GRADE, A SOILS STERILANT
464 W. 4TH STREET, 6TH FLOOR 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB
DA TED.- KE 'CHER' R.C.E. 443714 No. 43714 SAN BERNARDINO, CA 92401-1400 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY
KEVIN TRI Exp. 3/31/2009 (909) 383-4561 PUBLIC INFORMATION APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT
EAP. J 112009 TREES:
CONS TRUC 77ON NO 7FS WIDTH PRIOR TO PAVING.
cjvj%. FIRE: RANCHO CUCAMONGA FIRE PROTECTION
9TF10500 CIVIC CENTER DRIVE ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS, 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
OF C RANCHO CUCAMONGA, CA 91730 ALL STREET TREES OF THE DEVELOPER, THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION OF
(909) 387-8104 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMICS SOILS REPORT SHALL BE FURNISHED TO CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED
CITY HALL: RANCHO CUCAMONGA FIRE PROTECTION 2 THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL BY THESE PLAN WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES
10500 CIVIC CENTER DRIVE A MENOMEN IS, AS DETERMINED BY THE C1 T Y INSPECTOR. SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
RANCHO CUCAMONGA, CA 91730
909387-8104 J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DEPARTMENT 14•STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE
( ) CONSTRUCTED AT EACH INTERSECTION,
PLANNING DEPT. : (909) 477-2750
BUILDING & SEFTY: (909) 477-2710 4. STREET TREES ARE TO BE PLANTED PEI? PUBLIC IMPROVEMENT PLANS ONLY
15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY
ENGINEERING DEPT.: (909) 477-2746 FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED PLAN REVISION SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
LEGEND
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE,
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST
BW BACK OF WALK REQUEST OF HE INSPECTOR.
EG EXISTING GRADE 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR To EXCAVATION.
FG FINISH GRADE
FS FINISH SURFACE
TC TOP OF CURB
FL FLOW LINE
EP EDGE OF PAVEMENT ONDUI TS
FF FINISH FLOOR THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR C
PAD PAD GRADE SHOWNON THESE PLANS ARE OBTAINED BY A SEARCH OF A VAILABLE RECORDS TO THE BEST
TW TOP OF WALL OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
TF TOP OF FOOTING CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
HP HIGH POINT LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS IT
LP LOW POINT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
TOP OF SLOPE STRUC TURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY
RATE OF SLOPE AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHO
WN
TOE OF SLOPE OR NOT SHOWN ON THESE PLANS
//—`^`�dj` EXISTING CONTOUR
- -S- - EXISTING SEWER Ega om mQU MYA
CONS TRUC TION CON TRA C TOR A GREES THA T IN A CCORDA NCE W1 TH GENERA L L Y A CCEp TED CONS TRUC TION
- -W- - EXISTING WATER PRA C Tl CES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
1
�qy EXISTING FIRE HYDRANT RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SHALL BE MADE TO
A PPL Y CON TINUOUSL Y A NO NO T L/M/TED TO NORMA L WORKING HOURS A NO CONS TRUC TION CON TRA C TOR
---- ------- PROPOSED CURB OUTLET FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,CONTOURS EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
FINISH
DAYLIGHT LINE EXIST.
EXIST.
S'LY
N'LY R/W
ASPHALT PAVING R/W
CITY
DATE APPROVAL
50' 50' DESCRIPTION OF REVISION
SIDEWALK 111111111111 Jill
14' 36 .36' 14' CITY OF RANCHO ClJCAMONGA
ziREMOVAL
.-PREPALED-
PNEUDRA ULICS, INC. STREET IMPROVEMENT PLAN & PROFILE
MICHAEL SEVILLE
GRIN & OVERLAY
8575 HELMS
RA NCHO CUCA MONGA, CA 91730
T1 TL E SHEET
PROPOSED STREET TREE it -3.5' 4' 0.5' 2' 1 (909) 980-5366 ARROW ROUTE
MIN, MIN. TA. 365 THRU STA 40+04
< >-2.-1 MAX. I A
MEIJI
.3 DRC 2008- 00083 SUBTPM 189111111,94
PL/ep e::p
AT
APPROVED BY: DE
2 EXIST. CITY ENGINEER
EXIST
GRADE_MAn
RADE
DESIGN: RECOLADED:
GRIND & OVERLAY SEE LAND DFM0PME?VTDE9GN CORPORA
PLAN FOR AREA REPAIRS. 2313 E. Philadelphia St., Ste. F
WCU T A T SPECIFIED Ontario, CA 91761
T C�AL �SE�C7 Z ON,- (909) 930-1466 • FAX (909) 930-1468 SHEET:
CURB & GUTTSR REMOVAL DRAWN:
ARROW ROUTE NTS
2
LOCATIONS. REPLACE OF
DIAL TOLL FREE DATE:
W11 DEEP L IF T A C.
—22
7-2600
—800
AT LEAST
NO.
KEVIN J. RICHER DRAWING
CHECKED:
TWO DAYS R.C.E.43714 2229
BEFORE YOU DIG gowwob-00594 Kd1? EXP 3/31/09 JOB NO. 4476
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -------
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