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Home My WebLink About5738-1• , , t •i • ....• • r r • r , r r • r -• i . ia I, , • , • , , , -, •• , : • • • • • • . • • • , , •. • , i r , • • • •- - _ - i - -• • , • • t 1 / '• r • r r • • ♦ • , t , • • , r • • •. ,..r•.. , . 1. •- / •. • ` •- ` ••-i ` i - • r • • • , , ; , , t. ,1 , •. • • i � • r • • • ; • � r r , r r • r r , t , • r • , � r • i i • r •. • , .•. • • •. ' t t •: i .•.., • •. •i. ,; , . •• , .•• r r , ♦ r s•• i r , r • . r.• i • r r' 1 • r , r • r r• t , • • r r •- i CITY OF FONTANA STORM DRAIN IMPROVEMENT PLAN I RACT NO. 173 7 7 & 17059 LINE "D" J i li it --,air ,i TR N�.10862 I THE EXISTENCE AND LOCATION j• •. - ANY UNDERGROUND ..-- r - .•i. UTILITIES • . STRUCTURES r SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON PLANS. THE CONTRACTOR IS REQUIRED • TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR .r ASSUMES ALL , : AND RESPONSIBILITY r• r THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT • ON DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYFOR THE JOB SITE CONDITIONSDURING THE COURSEOF CONSTRUCTION rr• INCLUDING SAFETY OF ALL PERSONS AND WORKINGPROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL • AND THAT THE CONTRACTOR SHALL DEFEND,i AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTIONPERFORMANCE OF • ON • EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ■_ EIJGINEER. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK.. ENGINEERTHE PREPARING r • ♦.• PLANS ♦ SHALL NOT . a. RESPONSIBLE r•.SIB • LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. •r.r QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FIN,L CONSTRUCTION • , TOP OF STRUCTURAL PVM'T. SUBGRADE 3 MAX. SIZE NATIVE SOIL —� �--� COMPACTED 95 /o ;r 1:1 "SLOPE OR FLATTER" OR ADEQUATE SHORING 90% COMPACTED f f a NATIVE BACKFILL° 1 "MAX. SIZE, SELECTED NATIVE BEDDING 6 MAX. SIZE , COMPACTED TO 90%= ARROWHEADS VINF-Y S TRACT NO. ; M•,S. X7/.20 1 "=150' BASELINE ROAD Q W j W low L j jWLnMILLER AVENUE `tACRT N0. 1705 RACT N0. 1737 FOOTHILL BOULEVARD 0,71 p g � w J PROJECT SITEw �_ �' w m. - r- ARROW Q �3 AVENUE - V NOTES: 1 . Rr YYWYYWYYHEREONANDCARRIEDFTHDILIGENT BEFORE YOU Diu IG W_ DESCRIPTION (R) RIDGE LINER/W - = — 1 ; RIGHT OF WAY BC BEGIN CURVE - 1. TRENCH WIDTH SHALL BE TC TOP OF CURB BW BACK SIDEWALK _ €_ 611`MIN.. 6" MIN T CONSTRUCTION NOTES AND QUANTITY ESTIMATES: CL CENTERLINE CONTROLLED TO TOP OF PIPE EC END CURVE NZ 8" MAX. [590.69] FUTURE ELEVATION 8" MAX.g I. RANCHO CUCAMONGA, CA 91730 EVC END VERTICAL CURVE � SLOPE 2. TRENCH DEPTHS OF GREATER p FS FINISH SURFACE w HP HIGH POINT INSTALL 24" RCP, D -LOAD PER PROFILE 49 LF THAN 5' SHALL HAVE ADEQUATE w_ LLQ_ EDGE OF PAVEMENT PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE 2 INSTALL 18" RCP, D -LOAD PER PROFILE 123 LF SHORING. • MY OF A A UT1LITY N011FICATIONI • s 4i CITY OF FONTANA TIME WARNER CABLE 8353 SIERRA AVENUE 1205 DUPONT AVENUE FONTANA, CA 92335 3. CLASS 11 AGG.BASE ALL TRENCHES LESS THAN 100' IN PHONE: 909.350.6632 PHONE: 909.390.4738 ' ®`' ,U _ °W° � CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STD. D-89 1 EA LENGTH. 16231 VALLEY BLVD. L o PHONE: 714.666.5415 �, ELECM- SEE DETAIL ON SHEET 3. SOUTHERN CALIFORNIA EDISON NOTE: COMPANY DISTRICT 7951 REDWOOD AVE. 855 W. BASELINE ROAD FONTANA, CA. 92336 O CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA 2 EA COMPACTION SHALL BE 90% IN - BEECH INTERCEPTOR SEWER MAIN (DWG NO. 1569) d" TRACT NO. 18676-1 SEWER IMPROVEMENT PLAN (DWG. NO. 4940) Lj^ STD. DWG. 3004 (W=14.0'; V=PER PLAN) 11=1=T wni=y® ALL ZONES UNLESS OTHERWISE SPECIFIED. BREAK AWAY EXISTING CATCH BASIN WALL AROUND EXISTING PIPE N/A TRENCH STABILITY SHALL STORM DRAIN PIPE CONFORM TO CAL -OSHA 0.6 D REMOVE EXISTING CATCH BASIN 1 EA ri r j OR EXCEED • i r SPECS FOR r r ; WORKS CONSTRUCTION, r • LOCALLY EXCAVATED MATERIALS BE BLENDED • THE REQUIRED • / T?ICAL OF OR GREATER . r NOT TO SCALE SAWCUT, REMOVE, AND REPLACE EXISTING CURB AND PAVEMENT. 302 SF CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DWG. 1008 8 CONSTRUCT 5" THICK PGC SPILLWAY 2,148 SF G) PLACE GROUTED ROCK PER DETAILS 3A & 3B 470 SF VICINITY MAP NOT TO SCALE LEGEND 1 . Rr YYWYYWYYHEREONANDCARRIEDFTHDILIGENT BEFORE YOU Diu IG W_ DESCRIPTION (R) RIDGE LINER/W AC ASPHALTIC CONCRETE RIGHT OF WAY BC BEGIN CURVE TAN TANGENT BVC BEG. VERTICAL CURVE TC TOP OF CURB BW BACK SIDEWALK W WIDTH CB CATCH BASIN . V VERTICAL DEPTH CL CENTERLINE (590.69) EXISTING ELEVATION EC END CURVE 590.96 PROPOSED ELEVATION EP EDGE PAVEMENT [590.69] FUTURE ELEVATION EG EDGE GRADE RANCHO CUCAMONGA, CA 91730 EVC END VERTICAL CURVE � SLOPE FL FLOW LINE AC PAVEMENT FS FINISH SURFACE GB GRADE BREAK,, REMOVAL HP HIGH POINT , BASISeerm BASIS rrINGS N. SHOWNiTRACT r BOOK 221, PAGE 3-6. 1 INV INVERT GRIND ,OC ON CURVE LLQ_ EDGE OF PAVEMENT PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE THW TOP OF HEADWALL TF TOP OF FOOTING • MY OF A A UT1LITY N011FICATIONI • s 4i CITY OF FONTANA TIME WARNER CABLE 8353 SIERRA AVENUE 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA. 91761 PHONE: 909.350.6632 PHONE: 909.390.4738 a TELEPHOWe GAS SOUTHERN CALIFORNIA GAS AT&T COMPANY 11464 TELEGRAPH ROAD 16231 VALLEY BLVD. SANTA FE SPRINGS, CA 90670 FONTANA, CA 92335 PHONE: 714.666.5415 PHONE: 909.428.8411 ELECM- WATER: SOUTHERN CALIFORNIA EDISON WEST VALLEY WATER COMPANY DISTRICT 7951 REDWOOD AVE. 855 W. BASELINE ROAD FONTANA, CA. 92336 RIALTO, CA 92377 PHONE: 909.357.6221 PHONE: 909.875.1361 ,REFERENCE I PROVEMENT PLANS: TRACT 18676 & 18676-1 STORM DRAIN IMPROVEMENT PLANS (DWG. NO. 4938) BEECH INTERCEPTOR SEWER MAIN (DWG NO. 1569) BEECH AVENUE STREET IMPROVEMENT PLANS (DWG. NO. 5645) TRACT NO. 18676-1 SEWER IMPROVEMENT PLAN (DWG. NO. 4940) Lj^ 11=1=T wni=y® TITLE SHEET PLAN AND PROFILE DETAILS •" SHEET 1 SHEET 2 SHEET 3 0 C cj� J:\587-2757\storm\sd01—LineD.dwg, 7/26/2018 1 1 :21 :09 AM 1 . Rr YYWYYWYYHEREONANDCARRIEDFTHDILIGENT BEFORE YOU Diu IG W_ DESCRIPTION ud OWNER/DEVELOPERENGINEER: SOILSENGINEER: NOT COMMENCE WITHIN TWO YEARSAPPROVAL SHOWN MANNER,THE ORCITY r ENCANEER MAY REQUIRE REVISIONS TO THE PLANS TO• CONK)RMANICE WITH CONDITIONS AND STANDARDS IN E CT • a s , • • • ■ _pared Under The Supervision Asc,�/i�i�sJ �Nc.RMCHO CUCAMONGA,...• • � .. Communities for Life FAX: 909.481.6320 _ t � 1/ CALIFORNIA PULTE HOME COMPANY, LLC. MADOLE AND ASSOCIATES, INC® LEIGHTON GROUP 0 27401 LOS ALTOS, SUITE 400 9302 PITTSBURGH AVENUE, SUITE 230 10532 ACACIA ST., #13-6 MISSION VIEJO, CA 92691 RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA 91730 STORM DRAIN LINE 11131" iir08083E CONTACT: CONTACT: ,CONTACT: MATT MATSON MARK BERTONE JASON HERTZBERG , BASISeerm BASIS rrINGS N. SHOWNiTRACT r BOOK 221, PAGE 3-6. 1 PHONE: (949) 330-8532 PHONE: (909) 481-6322 PHONE: (909) 527-8772 FAX: (949) 330-8601 REFERENCE REPORT: NO. 11601.005 • r r.r .mss. • DATED: OCT. 26, 2017 0 C cj� J:\587-2757\storm\sd01—LineD.dwg, 7/26/2018 1 1 :21 :09 AM 1 . Rr YYWYYWYYHEREONANDCARRIEDFTHDILIGENT BEFORE YOU Diu IG W_ DESCRIPTION NOT COMMENCE WITHIN TWO YEARSAPPROVAL SHOWN MANNER,THE ORCITY r ENCANEER MAY REQUIRE REVISIONS TO THE PLANS TO• CONK)RMANICE WITH CONDITIONS AND STANDARDS IN E CT • a s , • • • ■ _pared Under The Supervision Asc,�/i�i�sJ �Nc.RMCHO CUCAMONGA,...• • � .. Communities for Life FAX: 909.481.6320 _ t � 1/ CALIFORNIA i min I almmi avionalvil clogwMA110 Rill STORM DRAIN LINE 11131" iir08083E .. ., JULY BENCH MARK: #377 SE CORNER HEMLOCK & FOOTHILL AVE. ELEVATION , BASISeerm BASIS rrINGS N. SHOWNiTRACT r BOOK 221, PAGE 3-6. 1 • r r.r .mss. • - s,WLI1259.54 0 C cj� J:\587-2757\storm\sd01—LineD.dwg, 7/26/2018 1 1 :21 :09 AM