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1625 N A A L N CARDIFF SANITATION DISTRICT W O R K TO BE DONE SEWER NOTES I. A NNW? SMALL It OiTANVEO /ROM TMf CQUN7Y DEPARTlEIENT Of tU IMPROVEMENTS CONSIST OF THE FOLLOWING SOAK 10 1E n DONE ACCORDING TO THESE PLANS; THE CUR1R'EN] TX111IM'IE PtAKIC A00A3 FOR ANY WORK WITHIN THE STREET R/GMT Of WAY ALL WORK SHALL QE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC PRIVATE DRIVEWAY • 2 COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS WORKS CONSTRUCTION, 1982 EDITION, THE 1982 SAN DIEGO STANDARD SPECIAL PROVISIONS TO LU AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SLODIVISION STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO THE STAA STREETS AND STANDARD REFERENCE DRAWINGS. ' • > >1MS t1'RUCTURAt :ECT/DN SM ALL I[ IN ACCORDANCE WITH SAN DIEGO � IVATE DRIVEWAY COVNTYSTANDAROSANDASAPPROVEDBY THE MATER/AfSLAROMATOMY. REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." ,1 APPROVAL OF THES[ IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE PRIVATE DRIVEWAY APPROVAL OF AN/ CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY 1. TRENCH WIDTH SMALL BE PER SORSD NO. S - UNLESS OTHERWISE SHOWN BRISTOL — AVENUE ' 4. ALL UNDERGROUND UTILITIES W THE STREET RIGHT Of *AY SHALL BE 2. P IPE AND BEDDING CONDITIONS \ IMPROVEMENTS STANDARD DRAWINGS L IE CONSTRUCTED. CONNECTED AND TES1E0 PRIOR TO CONSTRUCTION Of BERM, CURB CROSS GUTTER AND PAVING JAI ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. PRIVATE DRIVE Y Q PREPARATION OF SUeGRJ10E i A.C. PAVING ..... SDG- 105 ................. .,....... !. IWE [X/S AND LOCATION Of tX /ST ING LNEERGROUND FACILITIES 8 Y.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INC RIVATE DRIVEWAY CONCRETE MANHOLE .......................... S - 17.1 ........ .......... SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE MINIMUM ABOVE THE PIPE SHALL BE SAND GRAVEL CRUSHED AGGREGATE NATIVE FREE- AECORDS. TO THE BEST Of OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING DRAINING GRANULAR 14ATERIPIL HAVING A SAND EQUIVALENT OF 30 OR BETTER. X PRIVATE DRIVEWAY SEWER MAIN.... ..... .......................S- 4.1................... �.�•..��.� FACIL /TIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER, THE CONTRACTOR (C) P.Y.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES IS REOU/RED TO TAKE PRECAUTIONARY MEASURES- TO PROTECT ANY MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE O SEWER LATERAL ............. ................ S- 13 ........ _. ........... - - - --{� EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. /--PRIVATE-DRIVEWAY EARTH SWAL E ... ............................. -- • -•� - •� ' • RECORD OR NOT SHOWN ON THESE ....:.................. • � PLANS 3. AFTER COMPLETION 0� PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND , C. LOCATION AND ELEVATION Of / MPROVEMCNTS TO BE MET BY WORK TO BE STRUCTURES SMALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL S �pl1 0 E DONE SHALL BE CONFIRMED BY *FIELD MEASUREMENTS PRIOR TO ... .......0- 60 .................... CONSTRUCTION Of NEW WORK. CONTRACTOR', WILL MAKE EXPLORATORY BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER eRIGHT 3�. S1 �N� of STORM DRAIN ..................... EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -11.1. PRE -CAST MANHOLE BASES AVENUE PRIVATE DRIVEWAY SUFFICIENTLY AHEAD Of CONSTRUCTION TO PERMIT REVISIONS TO PLANS ARE ACCEPTABLE FOR USE WITH 8 - INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. POURED P RIVATE i f REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING IN PLACE MANHOLES SHALL BE FINISHED COMPLETELY AT TIME OF POUR.. pR I VERAY eR�C FACILITIES S. THE CONSTRUCTION OF 4 - INCH SELLER .LATERALS PER SDRSD NO'S S - 13 AND S - 14. LATERALS SHALL ON AVENUE 7. THE CONTRACTOR S H ALL NOTIFY THE SAN DIEGO GAS d ELECTRIC COMPANY NOT DISCHARGE DIRECTLY INTO MANHOLE J- EXISTING IMPROVEMENTS PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL �� ' 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SORSO N0. 5 -10, TYPE A. � � SEWER MAIN .......................... ............................... COORD /HATE HIS WORK W /TN COMPANY REPRESENTATIVES NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE - � CMG "UNDERGROUND INSTALLATIONS" FOR LOCATION Of ELECTRICAL 7. All MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. Q' SCALE 1O�' FIRE HYDRANT ....................... CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN . o S. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON DIEGO GAS S EL ECTRIC COMPANY. TELEPHONE- ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. STORM DRAIN .......................... ...................- .- ......... . g r EDGE OF PAVING ....................... ...................s.......... B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 9. ALL DESIGN CHANGES OF SEWER MAINS SHAH BE APPROVED BY THE DISTRICT ENGINEER IN - TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. ` O PRIVATE DRIVEWAY '9 WORK WITH COMPANY REPRESENTAT PH / P BOU NDARY �"C AC OITCH ............................ ............................... NOTICE - ALL TELE SERVICES W ITHIN H/ N TH/ S OJEC BOU D ARE 10. FILL AREAS MUST BE COMPACTED TO 90Z PRIOR TO PIPE INSTALLATION. O y G "UNDERGROUND INSTALLATIONS'" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY 11. THE COPTRACTOR SHALL NOTIFY THE DISTRICTS' .INSPECTION DEPARTMENT 48 HOURS IN ADVANCE TELEPHONE 298 0595. OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. — 9 /T SHALL BE THE RESPONSIBILITY Of THE DEVELOPER TO CONTACT THE 1%T/L/TY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND M. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR ' BEAR THECOST Of RELOCATIONS, If NEEDED. AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY 3OO SIGHT DISTANCE OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, FO. ALL TELEVISION SERVICES W /THIN -THIS PROJECT ARE "UNDERGROUND THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD INSTALLAT IONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT FROM DATE OF ACCEPTANCE WITHOUT EXPENCE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TELEPHONE TEAR .-UNUSUAL ABUSE OR DEGLECT EXCEPTED. 11. POWER SOURCES ANn RUNS.SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS ALL SOURCES SHALL BE LOCATED 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNI;Y DEPARTMENT OF TRANSPORTATION FOR WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -WAY. TO THE COUNTY Of SAN DIEGO. 14. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. LEGAL DESCRIPTION OF LOT 5. BLOCK 102 OF CARDIFF VISTA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO AP O HEREOF NO 1547. FIL OFFICE OF THE COUNTY RECORDER OF SA I i I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS .� i SHOWN ON THIS PLAN SATISFIES THE REQUIREMENTS AS ../ STATED IN THE FINAL NOTICE OF APPROVAL FOR T.P.M. 18162 AND THE STANDARD FOR PRIVATE STREETS. F� SANTA FE OR DATE 4 - 10 / HERE A R T AGREE O COMMENCE WORK ONANY IMPROVEMENTS ro cc ` SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT OF I V p WAY WITHIN 60 DAYS AFTER /SSUA.,ICE OF THE CONSTRUC i z oc . INSPECTION BY: . _ 5 z O ENGINEER OF WORK SITE PERMIT AND TO PURSUE SUCH WORK ACT/VEL Y ON EVERY NORMAL WORKING DAY UNTIL COMPLE /RRESPECT/VE � •�� COUNTY ,p _ '� _ POWER POLE POWER POLE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH ' y �< LpK THIS PROJECT OR UNDER MY CONTROL 40' RAW YR SECURITEQUIREO: � WARWICK AV i Da R/W OWNER CAROLY/V /MORR AND .S7"ZN CASE/ l Z �•� 20' C/L 2U' FF[ LD AV __ 1 RI STOP AV, ��,� �r 24 rJ YES > ADDRESS 472 BRISyTF/V AVE. CAePlFF, ' , 1 e.4. !t007 l y zFOR6 AV v VARTES _ ` J 0 N R /GHTON VARIES VAR 16 IES VARIES ❑ NO IL s • REVIEWED FOR CLARITY ASSESSOR 'S PARCEL Z60 2493 09 32' 4' O l Z 0, \ �\ \ \`��► G DED BY: OATS Q VICINITY MAP (ILO SCALE) AC PAVING DEPARTMENT � t EXISTING PAVING AS —BUILT CIVIL LAND SURVEYING . AC PAVING GROUP, LTD 200 PLAN SAN DIEGO, CALIFORNIA 92111 CT TYPICAL CROSS SECTION IEE I PRIVATE CONTRA THIS PLAN SHOWS THE FACILiT THEIR LOCATION AS CONSTRUCTED PERMITS N - P ao Cont -actor agrees that he shall assume sok and complete responsibility for job BRIGHTON AVENUE THE LOCATION OF THE FACILITIES AS SHOWN MUST BE VERIFIED IN THE COUNTY OF SAM OIEGO 0 CIF PUBLIC KS • site conditions during the course of Construction of this Protect including safety of all l NO SCAL PROJECTS BECAUSE THEY WERE INSTALLED USING THE CURRENT FIELD BEFORE THEY ARE TO BE INCLUDED IN FUTURE CONSTRUCTION DEPARTMENT WORKS 2 T I � N ' Persows and property; that this requirement shall apply continuously and not be Lim - INDUSTRY REZONE PERMIT NO. N/A tted to normal working hours; and that the Contractor Shall defend, indemnify and ToLE hold the O% .ner an d an harmim from y and all liability, real or alleged, MAJOR USE PERMIT NO. N/A IMPROVEMENT PLAN FOR 1 nce of work on this Pro' excepting for liability DATE • in ooRmcctir+n ..ith the perforYma l� ' •ter or the Engineer. ALL C B. DUNCAN, C 21 2 GRADING PERMIT NO. N/A � N arising from the sole negligence of the oN >� BRIGHTON AVENUE W 1 SEWER AGENCY MATER AGENCY OOL.JNTY APPRO�/EO CHANGES BENCH MAR < V K SAN DIEGO COUNTY TRACT Z aD N � No. Otxrrptron Approved 0y Oatt CARDIFF SANITATION DISTRICT OEURr►TroN: CHISEL SQUARE M `� 2 �� ���p 0 MtwewlN for •/M1..1 . . • O ' LOCATION WEST END NW CONC. CURB RETURN LAKE DRIVE W Z! KSCtrnla ~ •r Ksutnla u sTAAr10t A/MIOVE• w: A'PNOVEO elf AND BIRMINGHAM DRIVE swetrrsrw tatr.ct� W W r 1 VALID FOR 2 YEARS FROM D RECORD FROM, COUNTY OF SAN DIEGO VERTICAL CONTROL r "'�""` _'' "'' C1NChod by. 2 = , CIVIL OEBIGN GROUP, LTD. •ATE . -4- t" - �G, IATU w."►w w«t«ic.LV91MkO:,�, ->tr.r t oMC S6- 60.02- 119.85 N REVISt L ELEVATION: 323.100 DATUM U.S.C. b G.S. . �p �s14 . Tp� 1816 C� O •t Batt: son no GNR15 H.,e0CKv1 Ay Z = w a4- PC 1860 - OL 4 i -- _. _ — _ _ _ - -L 2 =15.00' L =30 QO PI 2 150.70 _ _ — _ -- - .... GRADE= 11.40x "EYC +92 L. 154.12 - __ 40' VERTICAL CURVE • _ BVC 3+85 EL. 164.66_ GRADE= 11.68X _ - PI 4 +05 El. 167.00. • - - - GR 2 - - -- • -- - _ _ __, - - -EYC 4 +25 El. 1670 • Pit W RIGHT EDGE - - V ENE - - - - _-- �'' - RI /2-15.00 . VERTICAL CURVE 0 . 00 ' - BVC 2+32 El. 150.11 - GRADE= 0.65% " _ _ P1 2+62 EL. 190.30 . _ GRADE= 11.68% - -- _ -- - - - - - - - YC +92 L. 153.80 - - _ oz W _ . GROUND EXIS s a STUB OUT - - SEMEN _ - -- C1Yil ENGINEERING LAND SURVEYING AS-BUILT CIVIL DESIGN GROUP, LTD - - _ _ _. • _ SM MT. ALIFAN DRIVE SUITE 200 PLAN SAM DIEGO, CALIFORNIA 92111 •, 619 279- Q2i (Q; – •- ' E THIS PLAN SHOWS THE FACILITIES AND THEIR LOCATION AS CONSTRUCTED. ' JAL - BVC 2+32 EL. 149-36' NOT P f/L S. DE TWE LOCATION OF THE FACILITIES AS SHOWN MUST BE VERIFIED IN THE p — _- -- FIELD BEFORE THEY ARE TO BE INCLUDED IN FUTURE CONSTRUCTION - +A GRADE= 1.81% - FIE ',0 BECAUSE THEY WERE INSTALLED USI THE CURRENT I NDUSTRY _ PI 2+62 El. 149.90 _ _ _ TOLERANCES. V /F/ "� , ,� -- y - GRADE+ 11.86 PROFILE. BRIQf�TON A VENUE V 2+92 EL. 53 HORIZONTAL 1' • 20' -- DATE: �� \3 • SCALE: VERTICAL 10-4. A ACE UNCAN - -- O E S SipN _ ♦00 4+00 sz - _ Q GE OG ♦00 y�, _- ._ _._ _ _ _ •_ _ GHA /N W N�. 97827 ri � LINK FENCE Exp. ' f abr SEWER ' r , EASEMENT FOR /UBL1t ROAOiMT RIRPOSES R X 18 e 14.24x _ CA R D J F F v T WITH THE RIGTH TO EXTEND AND MAINTAIN DRA INAGE . L 1 A ft BEYOND THE �LIMITS SAID D RI E 6�- OF -IMY, KOICATEO O ' MO REJECTED PER TPM 18162 EARTH SWALE 4 S POyER POLE It1M -- . ' ' RAILROAD T/E HEADYALL fQ� , WITH ASPHALT APW e' EX /ST T A/. /6 Ate* c ROCK kX11- p/p Al A- BERM 61 fj STA 3 f • H. 2 INTER !MINI w .. s► 7 �' ,y / - � � BEG /N it/c M. �, �` STA. 0 +79 + ti ;,,� �� e �%° A. C. 9,ERA1 fly MYt>It N J lo I.E. 12750 NtlM F.H. to e _ 4 DATA - .. �. r FEWER MAIN CEN ` _ A ,.., I�/A/LBOX SCALE: 1 = 206 Pat X MOTE• 2 ;1N Rat , ►r BERM r Q- 17'146'45' R -450' L- 135.71 •" PVC ' 51's ° \ I ' « M. N. � i � � � r �t B� B ERM - 5 �, u -,��� �> > d� r , v : �: PAIVA'TE O ~ N WZZ'49 E 12.01' 'it o �� p,c ` ��. c C wm*%ci 8t �. ti . O'er IM EL. I 0 t �� EARTH D /TGN T� I '!� • I.E. 125.79 GRAINS INTO �L' ` ROWER AULr '/ •, Z K►AATM(NT w twit ~ CITY ti WA NEN ROSS /N/ � ti� •�� o_ AC 0"M IMA"O)C ai • �,- ip C"Yom �► B L K 9 4 % R AJdROAD T/E NeA PR /Y/IT£ 0VYcVAr AS CONSTR CTED w r EA#rH DITCH � /.E. /S7. 57 .EVEN `MEET MAPROVEMENil PAAFK w APPROVED SE WER HANt�ES' APPROVED WATER CHANGES �� =AN OUR TY fiACfiy • AarfNtlM AArsvD/ rN Ai. �99c HNt/M A1�rMrM �. A9crfNeMr - M' r>k CHISEL SQUARE V c• N v I - I RELOCATE SEWER MAIN s.0 N a ,jp. - r �KsT�: WEST IRI CONC. CURS RETURN LAKE 01111 -JAY 4wwu At ® RELOCATE SEWER MAI y ' 1 S CONSTRUCTED BI ITY DRIVE © jV'�.� --_ � ��M� _Cb181TY Of SAM DIE60 YERTIC.AL OQNTROI c•s+»•• of •.•o . USTFATM SFLVER MA 4 I Mt�►�tMR -123.100 Y. S. C, 6 C.S. • . ALLACE 1P NG �•' .., f 11 IL 1 11YN 111 11F, LT10 • PC I oft 4_ 4"L_" I _ 4 a d ,� t ,..<. ,•[; ... `5. <:.: . .. ;.: eP_ - -. rn ,.- t_d6. ..ait ..tYi ; 'IVs_•__ - YiY•:a •