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HomeMy WebLinkAbout3709-1GEAERAL SEWR NOTES: 1 ALL WORK SHALL BE W ACCORDANCE WITH THESE PUNSti TME C17Y OF FONTAW STMOM PLANS THIS CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKALL REFERENCE SPECIK'ATIO FNS AND STAA04RDS SHALL BE THE LATEST EDITION UNLESS OTNE'RWMSE NOTED. 2 WHEN A 7ECWC4L CONFLICT IS FOUND 70 EXIST W THE CONTRACT DOCUI ENTS 7MAT CAN NOT BE RESOLVED BY REFERENCE 70 PRECEDENCE PROVISIONS W THE 'GREEN BOOK, THE CONTRACTOR SHILL MMAED417E1' Y REPORT SAID CONFLICT 70 THE CITY ENGINEER FOR RESOLUTION. 3 ALL AATERALS AND METHOOS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTANED FROM THE CITY OF FONTANA COIMIUNlTY DEVE- LOPMENT DEPARTMENT, E C* EERIA G DIVISION PRIOR TO THE START OF ANY WORK MiSPECTIOIN COORDS47ION SHALL BE REQUESTED AT LEAST TWO WORKING DRYS PRIOR TO TME START OF ANY WORK IN Pu&j C RIaIT-OF-WAY W UNIN THE CITY LUTS CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM 70 ALL TRAFFIC CONTROL POLACJES, AMETHOOS AND PROCEDURES DESCRIBED IN THE STATE OF CA FORlN41 ANNUAL OF TRAFFIC CONTROLS, LATEST NON-ME7RIC ED17ION UNLESS OTHERWISE DIRECTED BY TME CITY TRAFFIC ENGNAEER. 6 /T SIMLL BE THE RESPONSOL17Y OF THE C0N7R`IC70R TO AW AW L34RRCADES, DELIMfATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TONNES 7 THE CONTRACTOR SH4LL OBTAIN A PERMIT 70 PERFORM EXCAVATION OR TRENCH WCaW FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM/ THE CALIFORN64 STATE DMSAON OF INDUSIRUL SAFETY. 8 THE WALLS AND FACES OF ALL EXCAVATIONS &WATER THAN FIVE (5) FEET IN DEPTH SHALL BE' GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PUIRSU4NT 70 THE REQUREAE7NIS OF THE DVVISIION OF /MOUSTRAL SAFETY OF THE STATE OF CALAFONLIWA. 7REINCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED 0 EN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO U47ERM OR EQUIPMENT SHALL BE STORED W THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAAWX A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DEMRM AfD FROM AVAHABLE MMFORAATION. HOWEVER, R SHALL BE THE RESPONSABILIIY OF THE CONTRACTOR TO DEMI WME; W THE FIELD, TIME TRUE LOCATION AND ELEVATION OF ANY EXISTING UTfijTES, AND TO EXERCISE PROPER PRECAUTION TO AVOO LAAAGE THERETO. THE CONTRACTOR S84LL CONTACT UAVERCROUAV SERVICE ALERT AT 1-800-227-2600 TWO WORKING LAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDKN4TE COA67RLACTION W17H ALL UTILITY COMPANIES INCLI/DIMNG, BUT NOT LIMITED 70, GAS, TELEPHONE; ELECTRIC, CARL£ MU"SPON, LAAVSC4PM, UMOSCAP£ AIPRGOITION, DOMESTIC WN7ER, R£CLA0MED 1947M SEWER, STORM DRAAN, FLOOD CONTROL AND CALTWNS ALL UTILITY COWMCS SHALL BE GIVEN T*V WORKING LAYS M077CE PRIOR TO WORK AROUND THEIR FACILITIES 12 THE CONTRACTOR SHALL NOT OPER47E ANY FIRE HYDRANT OR W47ER Ad4W VALVES WTMOUT APPROPRI47E AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDNW TE W17H THE APPROPRI47E WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 13 STATIOIWNG REFERS 70 THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE EMGHMEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES 7HE CONTRACTOR SHALL BE R,ESPONSAL£ FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMIIENn, MONUMIIENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION 70 THE C17Y EMGNMEER. 16 REMOVAL AND REPLAM ENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUUENM AAONUIIENT TIES AND BENCH AMRKS, SHILL BE DOLE BY A R£G/S`T WED CML ENGNNEER OR LICENSED LAID SURVEYOR. SURVEY MO 4lE NTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE EIVGIMEER ONE WEEK PRIOR TO CONSnWTOV SO TMPIT TIES TO MAONU"WTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF 7ME MONUMENT 17 THE CONTRACTOR SHILL AWNTAV ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIME'S A MNNMIMUIIK 12 FOOT LAME SHALL BE AWN ROVED AT ALL 11MES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND AWNTAW AN EFFECTIY'E MEANS OF DUST CONTROL, ACLLVMMG ADEQUATE WATERING, AT ALL TIMES 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED 1144TER141, AILD, SILT OR DEBRIS TO BE DEPOSITED ONTO PU& C OR PRIVATE PROPERTY ALa44C£NT TO THE RIGHT-OF=-WAY DURING CONSTRUCTION WWTHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH 84CKFlLL SHALL TAKE PUCE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGNNE'ER SHALL CERTIFY ALL BACKFILL CONFACWN- FAILURE TO OBTAIN THE REQUIRED DENSITY SH4LL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN71L THE SPECN7ED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHESS, AND SWALES FROM UNDERMINING STREET A #WOVEAIIENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER WY REQUIRE TEm ORARY MON-ERODE48LE SWALES ENTERING OR LEAVING /MAPROVEMENTS 23 ALL EXPOSED CONCRETE SURFACES SH4LL CONFORM IV GRADE. COLOR AND FINISH TO AITCH EXIS7MNG CONCRETE 24 /F SEWER C 67RUC77ON I5 TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHIS£ BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM/ MANHOLE, SEE CITY OF FONTANA STANAARO DETAIL FOR TERON AL CLEANOUT. 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE V7TR/FlED CLAY PAPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROWSIONS OF THE ASTM DEWMTIONN C700 FOR V.C.P.. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE LAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JON7S SHALL BE USED AT MANHOLE N14LLS TO ALLOW FOR MINOR DEFLECTIONS /N ALK;NMAENT. 28 PRIOR TO COANSTRUC7ION, THE CONTRAC70R SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF COKNNIECTIONS. CITY APPROVAL OF CONNECTIONS 70 EX/STMNG FACIA' /TIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PUNS 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% ANWMUM GRADE UNLESS OTHER9IISE APPROVED BY THE CITY ENGINEER. 30 TERMINOITE ALL 4" HOUSE SEVER LATERALS 3 FEET INSIDE THE LOT W►TH A PLUG 12" BELOW THE GROUND SURFACE. WI*EN PUBLIC UTILITY EASEMENTS EXIST NEXT 70 THE STREET RIGHT -OF W4AY, THE LATERAL SHALL TERMWWTE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT 7H£ LOCATION OF THE SEWER LATERAL. 32 /F EXISTING UTILITIES OR ANY OIMER FACILITIES CONFLICT W17H THE PROPOSED THE CONTRACTOR SHALL N077FY THE ENGINEER AND ALL AFFECTED AGENCIES /A WED141ELY. 33 NO CONCRETE SHALL BE PLACED VN71L THE FORMS AND REINFORCING STEEL FIVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35 APPROVED SOL SIER/UNT IS REQUIRED UNDER ALL NEW ASPFALT PAVEMENT 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED 70 FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 37 UPON COMPPLETION OF CONSTRUCTION, CONTRACTOR SH4LL RESTORE ALL SNGIWNG, STRI'IMG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR 70 THE ENGINEER OF RECORD, WHO SPALL PROVIDE RECORD DRAWINGS 70 THE CITY ENGINEER. ALWA CONSTRUCTION NOTES: 1. NOTIFY MR. JOE M/RONE OF M.W.D.'S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING CITY OF FONTAAIA LAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MIWD'S FACIL177ES AND RIGHT—OF—WAY. 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, SEWER IMPR 0 VEPSEN T PL A NS WITH A M/N/MUM/ 4 FEET OF COVER, DUR/NG CONSTRUCT70N, WITH A MIN/MUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 666B SCRAPER ANY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH COND177ON ON BOTH SIDES OF THE PIPELINE. J. A UST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED FOR M.W.D. 'S REVIEW AND APPROVAL AT LEAST 30 LAYS PRIOR TO CONSTRUCTION. 4. ALL MI.W.D.'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK, WHEN A A4 NHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 5. THE FOLLOWING LOADING RESTRICTIONS APPLY. RIALTO PIPELINES THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOW7NG TABLE, ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE R14LTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GREATER THAN SHOWN ON THE FOLLOWING TABLE, AND WHEN THE GROUND /S MAINTAINED /N A SMOOTH COND177ON WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS MAY OPER47E OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. RIALTO PIPEUNE STATIONS MAX COVER ALLOWABLE LOAD 1 B. V. C. 1 FROM TO FEET 3648+00 3648+55 12 .....ALL LISTED EQUIPM&T W17H MINIMUM COVER ALL LISTED IPM T W17H MINIMUM COVER RESTRICTIONS RESTRICTIONS 4 NO. 3648+55 3649+-9-9 14 3fi4.9+9-9 1 12 ALL LISTED IPM T W17H MINIMUM COWR RESTRICTIONS F.L. FLOW UNE 3650+47 3652+63 14 ALL LISTED EQUIPMENT 077H MINIMUM COVER RESTRICTIONS ���� lw! J652+6JEQUIPMENT 3660+79 3662+41 +41 3663+00 12 10 W17H MINIMUM COVER RESTRICTIONS ALL LISTED EQUIM&T WITH MINIMUM COVER RES7RIC ALL LISTED EQUIPMENT EXCEPT CAT 631E SCRAPER MINIMUM COVER RESTRICTIONS N WIN +00 3677+00 23 ALL LISTED EJOUPPMEWNT WITH MINIMUM COVER RESTR MAMM31113=01 77ONS EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST NOT BE OPERATED WITHIN 20 FEET OF THE EXISTING MANHOLES STRUCTURES AND BETWEEN STATIONS 3662+15 AND 3662+50. : Cl T Y OF FONTANA UTIL I T Y NO TAFICA TION LIS T C17Y OF FONTANA AD£LPHLA (GABLE TV) ATTN. BRAN WREN ATTN. JACK HAYES 8353 SIERRA AVENUE 1205 DUPONT AVENUE FONTANA. CA 92335 ONTARIO, CA. 91761 (909) 350-6632 (909) 390-4738 SO. CALIFORNIA GAS COMPANY ATTN: JACK JARVIS VER/ZON 16231 VALLEY BLVD. ATTN. STEVE HOCK FONTANA. GA. 92335 1400 E. PHILLIPS BLVD. (909) 428-8411 POMONA, CA. 91766 EMERGENCIES. (800) 427-2200 (909) 469-6327 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA WATER COMPANY FONTANA, CA. 92335 ATTN.- MICHAEL J. MCGRAW 909 820-5598 - UNDERGROUND 8440 NUEVO AVENUE 875-5100 - TRANSMISSIONS 637-1233 -PIPELINES FONTANA, CA 92335 P90A357-6233 - DISTRIBUTION TEL: (909) 822-2201 CRAWFORD CANYON MUTUAL WATER CO. Fes' (909) 823-5046 ATTN. BASIL J. FABRIZIO (909) 463-9580 WEST SAN BERNARDINO WATER WEST VALLEY WATER DISTRICT UNDERGROUND SERVICE ALERT AT77N. LON TSA/ (800) 422-4133 855 W. BASELINE ROAD SBC RIALTO, CA 92377 ATTN. JAMES Z/EUNSKI 1265 N. VAN BUREN STREET SAN GABRIEL VALLEY SUI 7E 180 MUNICIPAL WATER DISTRICT ANAHEIM, CA 92807 ATTN. DAVE JOHNSON (714) 666-5415 549 EAST SIERRA MAADRE AVENUE AZUSA, CA. 91702-1299 METROPOLITAN WATER DIS7RlCT P.0. BOX 1299 WA7ER SYSTEM OPERATION GROUP (909) 969-7911 A T7N. JOE MIRONE (909) 776-2664 PRIVATE ENGIAEER'S NOTICE TO CONTRA C TORS THE EXISTENCE AND LOCA71ON OF ANY UNDERGROUND U71LI77ES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, / M1 /N lin vcc Alun 111)4Z c'Tr 1-r MH 6 vy let A.P.N. 0226-0921042 N 0 " I Z MH 4 � N K y MH 3 I I IMH2 A.P.N. 0226-092 065 I I A.P.N. 0239-131-006 I I A.P.N. 0239-131-047 I I A.P.N. 0239-131-049 I TABLE: 200-1.2 A SIEVE SIZE PERCENTAGE PASSING SIEVES 1 B. V. C. 1 B. W BACK SIDEWALK 100 CATCH BASIN C.L. J18 4 NO. - 1 NO, 8 0-5 ASTM C 131 TEST GRADING B I A.P.N. 0239-141-006 I A.P.N. 0239-141-005 I ".&02J9-141-004 I I A.P.N. 0239-141-003 1 — SUMAf T A VIENM _-Fffr INDEX MAP SCALE. 1 "=300' D • , :a • BEFOREILYOU DIG ��• � . a' r- • � ��' • �' ASPHALTIC CONCRETE B.C. BEGIN CURVE B. V. C. BEG. VERTICAL CURVE B. W BACK SIDEWALK C.B. CATCH BASIN C.L. N E. C. END CURVE E.P. EDGE PAVEMENT E.G. EDGE GRADE E.V.C. END VER77CAL CURVE F.L. FLOW UNE F.S. FINISH SURFACE .� GRADE BREAK r� • �- I ���� lw! INVERT 0. C. ON CURVE /��HAVE FOR ANY ERRORS OR OMISSIONS WHICH BEEN INCORPORATED INTO THE DOCUMENTS AS DRAWING NO Ml ``.. • - -w� ���� �• (r. ��, •• it • � � ul"A7,1011 MAMM31113=01 A RESULT THEREOF. 5 A.P.N. 0239-141-002 6" MIN. 10" MAX. TOP OF STRUCTURAL PAVEMENT SUBGRADE 3" MAX. SIZE - NAT7VE SOIL COMPACTED 95%. 6" MAX. SIZE - NAT7VE SOIL COMPACTED 90X V.C.P. 10' OR DEEPER USE 1/2" - CRUSHED STONE BEDDING PER SID. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A]. VARIES 6" MIN. I I 1 10" MAX. N I ( I I 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 1 " MAX. SIZE SELECTED IVA77VE BEDDING COMPACTED TO 90X. III,;,lITI�' • TYPICAL BEDDING DETAIL N. T.S. • 4-• 2" .. d. A. 15 0 24" O.C. -• " . .4 •Q . 4 .. �. ® CLASS 5 C-3250 P.C.C. ER SEC TI 201 OF THE STANDARD S /FlCA77ON PIPE ENCASEMENT DETAIL "B" N.. LEGEND A.C. ASPHALTIC CONCRETE B.C. BEGIN CURVE B. V. C. BEG. VERTICAL CURVE B. W BACK SIDEWALK C.B. CATCH BASIN C.L. N E. C. END CURVE E.P. EDGE PAVEMENT E.G. EDGE GRADE E.V.C. END VER77CAL CURVE F.L. FLOW UNE F.S. FINISH SURFACE .� GRADE BREAK r� • �- I la.l lw! INVERT 0. C. ON CURVE /��HAVE FOR ANY ERRORS OR OMISSIONS WHICH BEEN INCORPORATED INTO THE DOCUMENTS AS III,;,lITI�' • TYPICAL BEDDING DETAIL N. T.S. • 4-• 2" .. d. A. 15 0 24" O.C. -• " . .4 •Q . 4 .. �. ® CLASS 5 C-3250 P.C.C. ER SEC TI 201 OF THE STANDARD S /FlCA77ON PIPE ENCASEMENT DETAIL "B" N.. LEGEND A.C. ASPHALTIC CONCRETE B.C. BEGIN CURVE B. V. C. BEG. VERTICAL CURVE B. W BACK SIDEWALK C.B. CATCH BASIN C.L. CENTERLINE E. C. END CURVE E.P. EDGE PAVEMENT E.G. EDGE GRADE E.V.C. END VER77CAL CURVE F.L. FLOW UNE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT lw! INVERT 0. C. ON CURVE VICINI T Y MAP NOT TO SCALE A @- INSTALL 12" V.C.P. PLUG 1 EA & Zz 11 INSTALL 8" V.C.P. PLUG 1 EA + 1 EA CL� 2 INSTALL 18" V.C.P. PLUG 1 P.C.C. PORTLAND CEMENT CONCRETE Q- INSTALL 8" CLASS 350 D.I. P. 60 LF © W (R) RIDGE LINE CONS TRUC TION NO TES: QUA NTI TIES: ( -INSTALL 15" EXTRA STRENGTH VC.P. SEWER 3,636 LF 2�- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA SID. 11 EA DWG. NO. 112 (0=60-) WIDTH 3Q -INSTALL 8" EXTRA STRENGTH V.C.P. SEWER, 56 LF ®-- INSTALL 16" CLASS 350 D.I.P. WRAPPED IN POLYETHELENE 186 LF 5Q-- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. 3 EA DWG. NO. 112 (ID=48") INDICATES SLOPE 2:1 6�- INSTALL 15" V.C.P. PLUG '►^x .� 1 EA 1�v.SrA , T c� sial - C�-q 211 LF ll INSTALL 12" EXTRA STRENGTH V.C.P. SEWER. 56 LF Q9 - INSTALL 18" EXTRA STRENGTH V. C.P. SEWER. 84 LF A @- INSTALL 12" V.C.P. PLUG 1 EA & Zz 11 INSTALL 8" V.C.P. PLUG 1 EA + 1 EA CL� 2 INSTALL 18" V.C.P. PLUG 1 P.C.C. PORTLAND CEMENT CONCRETE Q- INSTALL 8" CLASS 350 D.I. P. 60 LF © W (R) RIDGE LINE R/W RIGHT OF WAY TAN. TANGENT T C. TOP OF CURB W WIDTH V VERTICAL DEPTH (590.77) INDICATES EXIS77NG ELEVATION 590.77 INDICATES PROPOSED ELEVA77ON 700-A SOUTH ROCIIWSTFR wmx INDICATES SLOPE 2:1 T/TLE SHEET AC PAVEMENT ® REMOVAL ® GRIND CEJ EDGE OF PAVEMENT Silo" CONSTRUCTION OF ThE REQUIRED MwPROVEAIFNTS NOT COfl.XEAICE WITIMW TWO YEARS OF TME DATE OF APPROVAL SHOWN HEREON AAV CARRIED FORTH NN A DILIGENT MAAMER, TIK CITY ENGMIEER AIA Y REQ/RRE REVISIONS TO TIE PLANS TO BRING TM N MATO COAN:ORMANCE WITH COIIIDIITIONS AAV STAMARDS IN EFFECT. BENCH MARK: 18- 17 BASIS OF BEARING& CALIRANS 6OMCW/ARKR A BRASS CAP NV PE BASE AF' INE MG, NM59'JIT 71E SOUTH LEG OF AN SXR TOMER ALaw m lX SUIT AYE Z, Nom AF /Ammo, Q2 AN KST AS SHOWN aV M. Na OF SAN SEVAME RD., 285 M HEST 16427-1, M.S 29617-11. OF SIERRA AYE M37 C 14 J:\126-2013\sewer\Sewer0l .dwa. 11/4/200511:00:09 AM. cv n SSS F I � � 4 L F RECORD DRAWING F j 3Pio. M37 C DRAW" ScA oNo. 36637�c 700-A SOUTH ROCIIWSTFR wmx THESE RECORD DRAWINGS HAVE BEEN PREPARED IN T/TLE SHEET ASHOWN co PART, ON THE BASIS OF INFORMATION COMPILED AND ONTA)W CA 91761 labsol 937-0151 CI RUS A VENUE CEJ DESIGNED COI IV%CAL\F FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE ESPONSIBLE /��HAVE FOR ANY ERRORS OR OMISSIONS WHICH BEEN INCORPORATED INTO THE DOCUMENTS AS DRAWING NO WE0 EXP. 0Tfvv-4e q A A RESULT THEREOF. 5 aTY N .C.E. 511 ATE WEAMLL L IWATSURU WLR OWNERIDEVELOPER: S.C. FONTANA DEVELOPMENT CORPORATION j 1156 N. MOUNTAIN AVENUE UPLAND, CA. 91785-0670 j P.O. BOX 670 r Q PHONE: (909) 985-0971 U) PE V C/T OF FONTANA CAL/PORN/A J:\126-2013\sewer\Sewer0l .dwa. 11/4/200511:00:09 AM. cv n Prepared Under The Supervision Of : F I � SEWER IMPROVEMENT PLAN 1 AAVASSOCIATES, ° N F AU�� c DRAW" ScA oNo. 36637�c 700-A SOUTH ROCIIWSTFR wmx nM T/TLE SHEET ASHOWN co �+ Exp: 06 -3o -O6 ONTA)W CA 91761 labsol 937-0151 CI RUS A VENUE CEJ DESIGNED DA 7E - JULY 2005 IV%CAL\F Date j Q CHECKED BY: DRAWING NO WE0 EXP. 0Tfvv-4e q A 3709 5 aTY N .C.E. 511 ATE WEAMLL L IWATSURU WLR J:\126-2013\sewer\Sewer0l .dwa. 11/4/200511:00:09 AM. cv n