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Home My WebLink About1612-1i tai VILLAGE OF HERITAGE im IN I� R IOUT Y A G ' z i �"Z MILLER AVENUE /h/ 0 06 / CA i FOOTHILL.a z BOULEVARD � > Y LOCATION cr o w2 1L .AR ROW u HIGHWAY _1-1 wl� NTS VIC-INITY MAP NOT TO SCALE BASE LINE AVEND EAST tity W w'' ik y ; Fist .4� cac� oxf0i0 Er Y9 cf ROANOKE a� ROAD �t - �s� r El`NCE IND PENDS _.a� .µ►.� = y� `rb cam' J" a 13 TICONDEROGA CT. 4 g ` 2 � WAY .. " ► t VON VALLEY FORGE CT. 3 �� YORKTOWN CT. 2 , c,"„ TttUt�ON ; �, �•r v EAS"T G Sr co S1M 46 Fli,, ' O' ''''4•�, r p0 �9 0� �FMEYER �Y S� y ER CANYON LOQ DRIVE RDAD � � o FT 4 40 9D 1 LIBERTY FOOTHILL BOULEVARD INDENE MAP. - NOT TO SCALE AB' 71 STREET TAMES If B' /O' 8' ZevER LINE YORKTOWN CT. 007' 0..401 4020' 0.0;r, VALLEY FORGE CT. — — TIOONDEROGA CT. z *% 3 TYPICAL SECTION- LEVEL NOT TO SCALE COUNTY OF'SAN BE NA.R INO CONSTRUCTION NOTES 81 Q A NT I T I E S DESCRIPTION CITY OF FONTANA QUANTITY ' STD. DETAIL No. OCONST. 6!' CURB & GUTTER 101 3 233 LF 2O CONST. RESIDENTIAL DRIVEWAY W = 16' 102 5544, SF 3� CONST. CONC, SIDEWALK PER STD. SPECIFICATIONS 7388 SF OCONS T. 3E� A.C. OVER 12COMPACTED NATIVE " 58,800 SF OCONST. CROSS GUTTER 105 SF GCONST. WHEELCHAIR RAMP 104A --- EA O7 CONST. SIDEWALK DRAIN PER .51/EE7s 255 LF OmA15 T. 6 " F. TO 8 `C'F. czl eg TiPA/V 5/ T/OA/ /p/ PFQ PL d h/S 24 L. F SINGLE 5,800 HPS STREET LIGHT 6 EA GENERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED, 1975. 2. CONSTRUCTION PERMITS SHELL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS,.VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 9.' ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS.TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO ` GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13 CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. -IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF,THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM : UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. BENCH MARK FWE 1 USCGS STATION "PACEL" 1963.90'+ ELY. OF RAILROADTRACTS AND 28'+ SLY. OF CL BASE LINE, 1.1 MI. ELY OF EAST AVENUE, SAME AS CITY B.M. /#364 - NOTE: ELEVATION 1301.54' ALL CATCH BASINS AND LOCAL DEPRESSIONS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED AS PART OF THE STORM DRAIN PLANS. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR LANDSCAPING -' STREET TREES AND LANDSCAPING WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR FONTANA WEST END SPECIFIC PLAN AND LANDSCAPE ARCHITECT'S PLAN. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT UTILITY NOTES: SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE WATER: CUCAMONGA COUNTY WATER DISTRICT , C 4"ni RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF W GAS: SOUTHERN CALIFORNIA GAS COMPANY ,�'` ""` CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND 9461 SAN BERNARDINO ROAD 16231 VALLEY BLVD.`, . PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE CUCAMONGA, CA 91730 FONTANA, CA 92335 ""+r ''� � LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL (714) 987-2591 MR. LOU WESTFALL ' �•y?�•,.�J� DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM * ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SEWER: . CITY OF FONTANA TELEPHONE: PACIFIC ThIEPIiONF! h . JNEGLIGENCE OF THE OWNER OR THE ENGINEER. 8353 SIERRA AVENUE- 9000 IIELLMAN AVENUE SHEET NO. FONTANA , CA 92335 nANCITO CUCAMONGA , CA 91370 (714) 350-7640. 2 POWER: SOUTHERN CALIFORNIA EDISON COMPANY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE P.O. BOX 788 FLIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL' 3 300 N. PEPPER STREET CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF RIALTO, CA 92376 THESE PLANS. 4 MR. DAVE JONES CITY O FONTANA, CALIFORNIA PUB LIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: DT' HORIZ.: I"=40� 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 • (714) 641-8777 DESIGNED BY GENERAL NOTES, C 0 N S T. NOTES VERT.: I =4 KW CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY DATE: TRACT 1306 PREPARED UNDER THE SUPERVISION OF:. JCH JOB NO. F ;� DR. NO. SHT. NO. t 1- 22 - f3 fl APPROVED � ..-.....�- �..:....� .� ��. ��_ , y. _ ., No. REVISIONS APPROVA DATE APP O A DATE JpHN C. HOGAN R.C.E. 26229 DATE 3825-0874. NTERIM CITY ENGINEER R.C.E. 2512 1Al2 OF 5