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2013-11676 I (Plans)GEWEAAL ROUTES AI6M-0F -WAY Ca)STAUCTILN PEWIT STAWARD LYI�DITiq�L'i CANfD+A,ED... SAN DIEStDD WIDER MMES WVTINEU... S+�eR Wo7T� arYTnNI,®... 1. A PERMIT SHALL BE OBTAINED FROM THE CITY BE ENCINITAS ETGIEERIG .SERVICES 3. THE CONTRACTOR WILL BE REQUIRED TO SDEDLE A MUVDATORRY l�- CONSTI�TION 4. THE C1A61RECTIIRV P.G.C. SEWER MAMKRES STALL PER SO1S1 Nb.S -f7. POURED 18. ANY ROADWAY SIHIPIG DAMAGED REMOVED (XAR"G 1HE OPERATIONS THIS PERMIT DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. COI M ON WITH THE SAN MENTS.TO WATER DISTRICT INSPECTS PRIOR TO C� 260-2 W DACE MADE BASES SHALL BE A MIOVOLITHIC FOUR FINISHED GOPLETE AT THE TIME SHALL BE MAT(Y�ED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION � STATE � h [RN WATER RIPAOVEET�ENTS. pHKk,E." (760) 6�? -2709. OF PORN?. PRECAST 94WU BASES ARE ACCEPTABLE FOR USE WITH 8 -ACl COLLECTOR DEPARTMENT OF TRANSPORTATION! SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF 260 282 25 2. THE STRUCTURAL AL SECTION SHALL H IN ACCORDANCE WITH CITY CO E7DWTION PlJBLIC SYSTEMS WITH INSPECTORS APPROVAL. THE DIPEC'TOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 4. UNLESS OTHERWISE NOTED, ALL COMECTIONG TO EXISTING M4IAG WILL BE MADE BY THE SITE AVORM �"v ROAD STANDARDS. R" VALUP TESTS SHALL � REQUIRED PRIOR TO CONSTRUCTION. ( PBLIC) CONTRACTOR UNNER THE SUPERVISIM O SAN DIEGUITO WATER DISTRICT. AFTER PAYMENT 5. THE CONSTRUCTION OF 4 -DNp�C SEWER LATERALS SHALL � PER Abs.S -13 Alm 19. ALL CCkdCRETE WORK SHALL BE TRANSIT MIXED AM CONFORM TO THE STAAYJAFY? 535 SHEFFIELD AVENUE s 3. APPROVAL OF THESE RfMVEAENT PLANS AS SHOWN DOES NOT CONSTITUTE ANAL S -14. LATERALS SHALL NOT DISO'-AW DIRECTLY INTO **CLES. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION SECTION 201, AND BE OF THE ESTIMATED COST BY TIE DEVELOPER. CARDIFF BY THE SEA, CA 92007 W I(7K VE � ANY CONSTACIGTION OUTSIDE THE PROJECT BCRNNDARY. AWED BY THE DIRECTOR � ENGINEERING SERVICES OR HIS DULY AUTHORIZED 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP OF 6. THE CONSTRUCTION OF COVERETE ANCHOR WALLS SHALL BE PER SORSO NO.S -1Q TYPE A. REPRESENTATIVE. PIPE PROFILE IS 4B IDHES BELOW CENTERLD+E FINISH GRADE OF STREET. DhffvpEwmEE VE A. ALL tA+KEf UTILITIES WITHIN 11E STREET RIGHT- (S=WAY SHALL � COASTUCTTI, CONMECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM+R CURB DOSS 7. ALL MAINS AND LATERALS SHALL BE CO+6TRUCTEU WITH 42 -INCH MINANNPM COVER. 20. TPO CfCII+S FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC JAY REFOLD FOR BOXFIELO, LLC GUTTER AND PAVM. SHALL BE POGESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY 6. ALL SERVICES TO BE CMS7}UCTED (TEAR � DRIVEWAYS. 270 M EL CAMIMO REAL 0295 8. THE FINAL LOCATION AND ELEVATION OF SEWER ARK) WATER MAWS AND LATERALS SHALL .SHALL BE DISTURBED AT ONE TIRE AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO ENCWITAS CA 92024 5. THE EXISTENCE AND LOCATION H EXISTING UILABLE RECORDS FACILITIES BEST ON THESE BE 9VWN ON ORIGINAL AS -BUILT PLAt 6 PRIOR TO ACCEPTANCE OF WORK. TRAFFIC BY BRIDGING OR BACKFILL"G. 7. CONTRACTOR TO FURNISH ONE ICHI LYkPRER WATER SERVICE AND METER 80X FOR EACH 2 A PLANS OBTAINED BY A SEARCH OF THE AVAILABLE RELYNUI<S TD THE BEST OF OUR RESIDENTIAL LOT. KNOWLEDGE. THEE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE 21. MERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT 06 BEER ALLOW, ALL PIPES AND CONkUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT B. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SOILS EwWaRS COITFICATE TO P07ECT 7HE EXISTING FACILITY SOWN HETEON AM ANY OTHER WHICH IS NOT OF IN WAITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. LEAST FIVE (5) FEET FROM THE EDGE 9= THE PAVEMENT OR G#RAfED TRAVELED ROADWAY, SAFETY FOR ALL TRENCH WORK. 9 \ REMIND O? NOT SOWN ON THESE PLANS. UNLESS OTHERWISE AUTHORIZED IN NMRITWG BY THE DIRECTOR OF EWINEERIG SERVICES. Z, MAI`l! kO - IALL 0 A REGISTERED CIVIL ENGINEER IN THE STATE OF o m 10. FILL AREAS MST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. THE SHALLOWEST PORTION OF ANY PTRRINE OR OILER FACILITY SHALL BE INSTALLED NOT 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURE IF NO SIDEWALK EXISTS OR 7 FEET C:ALIFOR47A, PRINCIPALLY DOUG BU SDNESS IN THE FIELD OF APPLIED SOIL 6. LOCATION AND ELEVATION OF R4*10* -MENTS TO BE MET BY NOFRK TO BE COMPANY PRIOR LESS THAN THIRTY (30) IDES BELOW THE ROADWAY SURFACE. FROM FACE OF CNB INHERE SIDEWALKS EXISTS OR WILL BE CONSTRUCTED. MECHANICS HEREBY CERTIFY THAT A SAMEDG AM STUDY OF THE SOIL ar TO STARTIG WORK REAR COMPANY FACILITIES ARK) SHALL C WATE HIS WORN WITH 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 4B H9� CODITIOS PREVALENT WITHIN THIS SITE WAS MADE BY W OR UNDER MY COPANY REPRESENTATIVES. IN ADVANCE OF BEGIMIG WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770. 21(A)• WHERE STREET DIMMIOS AND STATE DEPARTMENT OF HEALTH SERVICES 10. PROVIDE AIR RELEASE ASSEWIES AT ALL HIGH POINTS IN WATER MAW. DIRECTION BETWEEN THE DATES ,� (}Y /Z- AID 2-1-A_/Z. OE COMPLETE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM 7FE CITYS ENGINEERING SERVICES REGULATIONS ALLOW, ALL PIPES AND OMMITS LAID PARALLEL TO EXISTING UTILITIES COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS G ELECTRIC D SHALL BE DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. SHALL A�INTAIN A MINRINAM SEPARATION OF THREE (3) FEET MEASURED FROt THE NEAREST it. CONTRACTOR SHALL OBTAIN AN ENCRDACHIMENT PERMIT FROM THE CITY OF ENCINITAS RECOVEPDATICNNS HAS BEEN SBMITTED TO THE ONCE OF 7}E CITY C DRIED BY FIELD MEA5UR9E7NTS PRIOR TO CONSTRUCTION OF NEW M. EDGE OF THE FACILITY. ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALL W-ESS FOR ANY EXCAVATION WITHIN EXISTIG CITY RIGHTS -OF -WAY. ENGINEER FURTHETW RE, I �C 'Y APPROVED BY THE DIRECTOR OF ENGINEERING CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AM LOCATE REVISIONS 13. TIE CONTRACTOR SHALL, AHD HEREBY D OES GUARANTEE ALL WORK FOR A PERIOD OF ONE SERVICES OR HIS DULY AUTHORIZED HAVE REVIEWED THESE CRAD11VG IN PLANS APO CERTIFY THAT THE FACILITIES SUFFICIENTLY AHEAD C(NNSITUCT7(RN TO RE13YIT REVISIONS TO PLANS IF YEAR AFTER THE DATE OF ACCEPTABE OF THE NOW BY THE OWNER AND SHALL REPAIR OR REPRESENTATIVE. IN THE DISTRICT RESIDES THAT RIGHTS-OF-WAY, TESTS T TAKEN WHERE WATER LIES ARE RECtkN1ENDATI(N�S INCLUDED IN THE SOBS REPORT FOR THIS SGT HAVE REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. REPLACE' ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORN WHIO-H MAY INSTALLED WITHIN FXISTIG COUNTY RIGHTS -OF WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, 22. ALL EXCAVATED MATERIAL SHALL � CAST AWAY FROM TFE UNPROVED !'OPTION OF THE BEEN INCORPORATED W THE CHADIC RE AND SPECIFICATIONS. NTS DISPLACED W SO OOM, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AID /OR MATERIALS HIGHWAY. AFTER THE WORK HAS BEEN CO LETED, ALL EXCESS MATERIAL, IMLUDING OR PRIVATE EASEAEN'TS AND ITE RESULTS APPROVED BY THE CITY OF EACINITAS BEFOG NOTICE ALL ELECTRIC AM GAS SERVICES WifHW RE WATER LINES ARE ACCEPTED AM A COPY SENT TO THE SAN DIEGUZTO WATER DISTRICT WITHIN THE ONE YEAR PERIOD FFRkM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATS(EVER TRENCH SPOILS, SPAlL BE REMOVED FROM THE RIGHT -WAY. THE ROADWAY SHALL SIDED_ M+ THIS PROJECT ARE 1A ERG1URAO OFFICE. - -- INSTALLATIONS". FOR LOCATION OF TO THE OWNER EXCEPTING ORDINARY NEAR AND TEAR MWAL ABUSE OR NEGLECT. LEFT IN NEAT AND MALYCODITION. ELECTRICAL CABLES AND GAS PZPM AHD 14. CONTRACTOR SHALL FURNNI.SH AHD MTALL, HER SECIFICATIONS THE APPROPRIATE 13. PRIOR TO AWARDING WATER LINE b*&EN CT, OWNER AGENCIES ADVISE PROSPECTIVE � � � y ®' �- (� � a 70 ��- *� F APPURTENANCES; CALL SD.G.& E. BURIED UTILITY WARNIG AND IDENTIICATION TAPE ABOVE ALL PUBLIC SEWER LINES AM 23. ALL HE ENDS AT C LVERTSS SMALL E FT FREE TO TRUE GRADES AMA THE INTAKE CONTRACTORS TO OBTAIN AND REVIEW CNRRETNT WATER ACMES STANDARDS �O Z7 S POHTIOLS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. AND (OUTLET L7D5 AT ALL CULVERTS SHALL BE LEFT FREE FPKRNM ALL EXCESS MATERIALS AHD COMMITTEE (WASCJ SPECIFICATIONS. EXP. DATE (2- -31 -15 lELEPffOE 1 B00 422 4133 (DIG ALERT) DEBRIS. - 14. FILL AREAS M6T BE COMPACTED TO 90,E PRIOR TO PIPE INSTALLATION. EAST COUNTY SOIL CONSULTATION -- a a OS, D7t B. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTIG WOW NEAR COMPANY 15. AS- BURT" DRAWINGS MST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL 10925 HARTLEY ROAD, SUITE "I" ur FACILITIES AND SHALL CCORODIATE HIS NOW WITH COMPANY REPRESENTATIVES. BE KEPT OPEN TO TRAFFIC AT ALL TIMES LESS OTHERWISE APPROVED BY THE DIRECTOR 15, APPROVAL OF THIS PLAN BY SAN DIEGUTTO WATER DISTRICT DOES NOT CONSTITUTE SANTEE, CA 92071 ERp: 1z-s( -jC NOTICE: ALL TELEPHONE SERVICE'S WITHIN THIS 16. TIE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MMWTAlN ANY OF EN61AMlG SERVICES. REPRESENTATION AS TO TIE ACCURACY CE THE LOCATION BE OR THE EXISTENCE OR # PACT BOUNDARY ARE 7AVERGRONND PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE FEQUIED TO DEDICATE MWEXISTBJ(E OF, ANY LVIDEMMAD UTILITY. PIPE OR STRRCTUE WITHIN THE WSTALLATIOAS ". FOR LOCATION OF ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEVERS. 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF 77E ROADWAY SHALL BE LWITS OF THIS PROJECT. PROLECT W. 12- 116702 0 cim ��\P CABLES AND APPURTENANCES CONTACT FEMOVED BY HAD SGRAPIN& WASHING AHD SWEEPING OR BY ANY OTHER ME'THOO WHICH P- • (619) 258 -7901 F CAli PACIFIC BELL. 17. WASTEWATER DISCHARGE PERMITS AND FILMING PERMITS ARE REQUIRED PRIOR TO WILL LEAVE A GLEAN MN-SKID SURFACE WITHOUT IMPAIRING, WUTDG OT LOOS7NWG THE 16. ALL EXISTIG FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E., LIAE CROSSIGS LIRE " 91AMCTION TO SYSTEM. Jr ! D 111 (o x16 PCCr TELERGE 1 BLO 422 -4133 (DIG PLEAT) SURFACE. PARRALL4Wlx OR PROPOSED (DN►NECTI(NN SHALL BE FIELD VERIFIED. ALL EXISTING OR If RM- CF-NAY CLR+6TRRtUM Few STAN"m CMI M6 END UTILITY 03MMS WITHIN 10 FEET OF PROPOSED WATER MADE SAALL BE 14 k(, CNeI 4 CLAK tiKs 9. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING 26. IEWITTEE SHALL C06FLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF SOWN ON RfROV9ENT PLANS. ELECTRICAL AND SEWER TO (MOSS OVER WATER DIVERS CERTIFMW 7S R6 (NUNS Df1.ojrT1YEPRV+�! WORK NEAR COPANY FACILITIES AHD SHALL COODINATE HIS WORK WITH LY7FP.,aPY f. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY ETGREERI G SERVICES OR HIS DULY AUA�RIZED REPAES'ENTATIVE IN OTER TO PREVENT MAINS LMESS GIVEN WRITTEN PEFR41SSIOI BY SAN DIEGUITO WATER DISTRICT. IT IS AGREED THAT FIELD CODITIONS MAY REQUIRE CHANGES TO THESE PLANS. YVL Mpg REPRESENTATIVES. WITHOUT RE FULL KNOWLEDGE CE THE ASSIOED CITY INSPECTOR WHO DUST OR OTTER MATERIALS FROM BECOMING A NUISANCE OR AMDYANCE. IT IS RP71ER AGREED THAT THE OUTER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL . . o L NOTICE; ALL WATER SERVICES WITHIN THIS SHALL BE GIVEN NOT LESS THAN 48 FOURS ADVANCE NOTICE OF THE INITIATION 17. WATER COVECTIOS TO COVEACIAL DEVELOPMENTS SHALL HAVE AN APPROVED ENGINEER MACE' SUCH ORANGES, ALTERATI96 OR ADDITIONS TO 77ESE BLAND WHICH THE � Z ' PROJECT BOkDARY ARE OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS STATED 9N THE PERMIT. 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS BACITLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND G[#AENT WATER CITY ENGINEER DETERdNM ARE NECESSARY FOR AID DESIRABLE FOR THE PROPER 4 � INSTALLATIONS ". FOR LOCATION OF IMMEDIATELY AFTER BACTKFILLM. AFTER COMPLETION OF THE REFILLING AHD COPACTIG OF AGENCIES STANDARDS CWITTEE (WAX) STANDARDS. BACKFLOW DEVICES ARE TO BE COMPLETION OF THE I+PROVEtENTS ^ -® - WATRER MAINS AND LATERALS CONTACT 2. AT LEAST 48 HOURS PRIOR TO STARTING AN>fR4 SERVICE ALERT THE BACKFILL MATERIAL IN THE EXCAVATION ALL AS SPECIFIED IN THE STADARDD DRAWIG INSTALLED DIRECTLY OUTSIDE CITY OF COUNTY RIGHT -O= -WAY OR OUTSIDE WATER - NSA) SHALL BE NOTIFIED FOR LOCATION OF UTILITIES AT 1 -B00- 422 -4133. DATED SEPTEMBER 30, 1996, AND THE FEMOVAL OF OBSTRUCTION(S), CTION(S), THE PETWI7TEE SHALL DISTRICT EASEMENT. REPAIR MAINTENANCE. AND AMUAL TESTING OF BACKFLOW DEVICE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL - SAN DIEGUITO WATER DISTRICT. THE PROPOSED DIG AREA MIST BE KAWED IN WHITE PAINT PRIOR TO CONTACTING (USA). PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATC.iHIG MATERIAL, ARE RESPOA61BRITY OF OWNER. BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY APO ADVISE OF 7HE COMPACTION � TEL<>Ph 1 800 4P2-4133 (DIG ALERT) OR FEPAN ANY PORTION OF THE HIGHWAY SUFACE REMOVED OR DAMAGED BY THE AND STABILITY OF THE SITE. it 1 �4P 1 � P =y 1 10. IT S'ALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY 3. ALL WORN COVERED BY THIS PERMIT SHALL BE PEPFOMD BY A CONTRACTOR EXCAVATION OBSTRUCTION Ol CONSTRUCTION OETATIMA ALL TO THE SATISFACTION OF 18. MIND MM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIE HYDRANTS v �. AGE7DIES ADVISE THEM OF 1Ef PROPOSED IMPROVEMENTS, AND BEAR THE COST POSSESSING A VALID CALIFORNIA CONTRACTORS LICENSE OF THE APPPROPRIATE CLASS. THE DIRECTOR OF ENGWEERIG SERVICES AM AS SPECIFIED ELSEWHERE HEREIN. THE AND SAN DIEGO GAS AND ELECTRIC VAULTS. �_ v �� 1'JI`�)� AG RELOCATIONS I ESADV IF PEEVED. DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS ONION ELECT TO DO THE SOFACING OR d �° � � ` � `� 4. ALL TRAFFIC CONTROL WITHIN THE Cik6TRUCTION AREA SHALL BE SUBJECT TO AN REPAIRING HLNSELF,' IN SUCH CASE THE RERMZTTEE SHALL BEAR THE COST OF SUCH NOW. 19. UTILITIES TO MAINTAIN MlNl" 5-FOOT SEPARATION WHEN PARALLELING WATER J OLD FOR BOXFIEIIR LLC DATE s 11. ALL TELEVIS11V SERVICES WITHIN THIS PROJECT ARE 149TALLATIONS ". APPROVED TRAFFIC CONTROL FLAN AID SHALL BE FLAGGED AND BARRICADED TO THE TEMPORARY PATCHIG MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MET BE SERVICES. ® HT GUO � E r*ILS FOR LOCATION OF GABLES AND APPURTENANCES CONTACT.' TELEPME• 1- 800 - 422 -4133 SATISFACTION OF THE CITY INSPECTOR IN COPLIAME WITH THE "WORK AREA TRAFFIC CONTINUALLY MAINTAINED. 270 N. EL CAKING REAL 0295 NYA CONTROL HANDBOOK, LATEST EDITION PUSLISU BY BUILDIG NEWS M. IN THE EVENT 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER ENOINITAS CA 92024 12. POWER SOURCES AND FUNKS SERVING STREET LIGHTS SHALL BE SOWNN DN THE THAT THE INSPECTOR DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE ALL WON( 2B. WFEE THE PAVEMENT, EXCEPT POR7LAPD CITE CEMENT PAVEMENT OR OTHER FACILITY (FIE HYDRANT, FETTERS, VALVES VALVE BOXES ETCJ THAT ARE EFFECTED BY 'HMS- BUILT" IMPROVEMENT DRAWINGS.. ALL S(HAOES STALL BE LOCATED WITHIN THE SGAtL CEASE AND FERfITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR TYPE OF SURFACE HAS BEEN FEMOVED BY OTTERS THE PERR11TTEE SHALL REPLACE IT WITH THEIR POCCT. DEDICATED RIGHT -CF -WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCWITAS, HIS DULY AUTHORIZE0 REPRESENTATIVE TO OR ER ON THE RENTAL BASIS SUCH TRAFFIC A STANDARD REPAIR OF FOR (4) INCHES AC OVER APPROVED BACCFILL OR REPAIR SECTION WATER EASEMENT 6C%AWTCb SHALL BE ONE (1) INCH AC GREATER THAN EXIST"G STRUCTURAL SECTION WHICEVER IS To f®Wp P� PA1CFj,.rt1RP CONTROL DEVICES AS SHALL BE PE(ESSARY AM PROPER TO lPRO1ECT THE PRIG SAFETY 21. CONTRACTOR TO SUPPLY �IAENTATIRN SOW"G THAT ANY ASBESTOS WATER 13. NO PAV"G SHALL BE DOE UNTIL EXISTING POWER PRESS ARE RELOCATED OUTSIDE AHD FURTHER AGREES TO PAY ANY AM ALL COSTS AHD CHARGES THAT 7T-E CITY MAY INCUR CATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT PIPES REMOVED FROM THE GUM HERE DISPOSED OF IN A MANNER ACCEPTABLE TO 20 ED THE AREAS TO BE PAVED. IN FOMM SAID TRAFFIC CONTROL. BALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGED ENGINEERING INSPECTOR. THE SAN DIEGO COUNTY WASTE DIVISION. 5' L 6' !X 13' MW t0 =1t.5't 14. THE CONTRACTOR SHALL NOTIFY AM OBTAIN APPROVAL OF THE CITY ENGINEER PRIOR 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE 29• TE AFTER THE REFILLIG OF AN EXCAVATION THE PE RMMITTEE FURS OR REFUSES TO BE• THE FGLL(RNING VARIOUS COMBINATIONS OF PLAN BD PIPE LENGTHS WITH HIGH TRRAVELWAY r VARIES TO MAKING (1HA 5 W TIE FIELD. CONTRACTOR SUBCONTRACTOR OR ANY OTHER AGENT RESONSIBLE FOR CCRNSTTUCTICIN ORIF T E DI REPAIR THAT BEER PORTION OF THE VI S( HAS ELECTED THE TO DO S DAMAGED FA HD1 DEFLECTION CO RLMS APO INTREGRAL BELL ENO PIPE FOR CUNRVED ALIGMYEMTS IN BOTH �' 1 0.5' 1 MAX OF PERMITTED WORKS WITHIN THE CITY RIGHT -(F -WAY, WITH A COPY OC IHE SNIT RE IF M THEDIRE T BDINAGR E SERVICES HAS SHALL TO DO SUCH AIR TO OCCUR: OR HORIZONTAL AND VERTICAL DIECTOO S. DO NOT BEND PIPE BETWEEN CO FLAGS. SAW 15. ALL SIGNS TO BE ALLWIMNY WITH 3 FOOT HIGH INTENSITY TYPEREFLECTIVE FACE OR XCLUDING THESE STAPDARO CONDITIONS AHD A COMPLETE SET OF APPROVED PLANS. REPAIRING THE DIRECTOR OF E7GWEERIG SERVICES SHALL CAUSE THE REPAIR TO OGCYN7 CUT INTEGRAL BELL END OF STANDARD PIPE AID BEVEL 00 FOR USE WITH DEFLECTIONS 21 EQUIVALENT. AND TIE RERfIT7EE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED 8Y THE DIRECTOR - _ 2% aw TFE PERMIT. PLANS AND WORN AREA TRAFFIC CONTROL HANI M SHALL BE AVAILABLE CODLINGS. USE 9.5-FOOT PLAIN EMU PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL ,.. .,_ OF ETGDEEfRRIB SERVICES. `- r "..- AT 7HE PERMIT SITE WHEAEVER WORK IS W P SS. RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION TDE BE''SLYPE - 'c- xE_ -.1. 16. CONTRACTOR SHALL REOEST FROM THE ENGINEERING SERVICES DEPT. CODLING FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL. BELL END PIPE `� !- ' r -,' +" i '1 ; _ A PECONSTPRCTIO MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF POTT[E FOR 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCOOAN(E WITH THE CITY 30. WHEN SCARING IS REOUM,, AN ENGINEERED DETAIL CRANING WILL BE REQUIRED FOR LENGTH D1TED TOGETHER WITH A 19 PLOT PLAIN F1D PIPE LENGTH TO FORM A CHORD. WATER METER --i - u ; /4V - _ I'll SUCH A MEETING. (633 -2770) SPECIFICATIOMSAD APPROVED PLANS SB,ECT TO IGRECTION AND APPROVAL BY APPROVAL BY THE DIRECTOR OF EPDIAEER"G SERVICES. ALL OSHA REGUATZONS STALL BE MET. !� DEFLECTION CODLINGS ON EACH END OF THE CFKKD AM CONTUM THIS COMBINATION LOCATION ' ° - T t B rt TIE DIRECTOR OF ENIAEERIG SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. THOUGH THE CURVED ALIGO&T FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE INSTALL 4" HT- 6" (LASS 2 AB MIN. 17. ALL CUT AD FILL SLOPES OVER THREE (3) FEET CFEATED BY GRADING FOR STREETS CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDDG 091FACTION TESTS, SHALL BE 31. ALL DIPECTI9NAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD LENGTHS 9MTER THAN 9 -FEET WILL ACT BE USED UNLESS SPECIFICALLY AUTHORIZED BY G °1 PCC am INSTALL O" HT-6"X16" PCC GYN;B BY TE ASSIGNED BGINEEAIG INSPECTOR ACTING AS THE DULY AUTHORIZED AGENT OF AND DRIVEWAYS SHALL BE HYENU)SEmED WITH CITY (F ENCINITAS APPROVED HYIED F7NRVZSED BY THE APPLICANT USN REDDEST BY TIE CITY INSPECTOR. PAYMENT FOR 1HE DISTRICTS REPRESENTATIVE. PERVIOUS PAVERS AQJASRIC BY MIXTURE. HYDROSEE(}LD SLOPES SHALL BE IRRIGA7ED BY WATER TRUCK UNTIL THE ANY COPACTION TESTING SHALL BE BY THE PPERRITTEE. CERTIFICATION SHALL BE MADE THE DIRECTOR OF EGINEERIG SERVICES. A THOROUGH EXAMINATION OF THE S 3aWA(E 9tGO O] CITY APPROVED EQUIVALENT MZXTNE GEF4DNATES AID GROWTH IS ESTABLISHED. BY A CERTIFIED TESTIG AGENCY OR FIRM ACCEPTABLE TO THE CITY. CRDITIOS IS A PEREQUISITE. THE APPLICANT SHALL IDENTIFY THE BOW METHOD ON THE PERMIT APPLICATION EITHER AS AUGER HAMMER HYDRAULIC ETC, AID SOW THE BOW 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1963 IS REOUIRRG THAT NOOLEAD BRASS r 18. ALL L041MIRES SHALL PROVIDE TRUE 9900 CUTOFF, AND ALLOW ND ESCAPE OF LIGHT 7. NO WORK WITHIN THE FUELIC RIGHTS -WAY IS PERMITTED ON S4RMAYS SUDAYS PITS. GROUTING AID WTEFRNEDIATE BORE PITS MAY BE REQUITED. BE USED IN THE CONSTRUCTION OR REPAIR O ALL POTABLE WATER SYSTEM EFFECT Ic� ��j"� ©�• SH(''�FT D AVE ABOVE TE HORIZONTAL. OR HOLIDAY& ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CODIT106 JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAWN THE DISTRICT SHALL REQUIRE ALL MIST RECEIVE PRIOR WRITTEN APPROVAL OF 7HE DIRECTOR OF ENGINEERING SERVICES OR -V• ALL SPACE UTILITIES SHALL BE ACCURATELY SOWN ON TEE APPLICANTS SITE MATERIALS TO BE NO -LEAD BRASS PARTS. NOT TO SCALE 19. PRIVATE ROAD RIPROVEA£NTS SOWN HEREON ARE FOR INFORMATION ONLY. CITY HIS DULY AUTHORIZED fEPAESENTATIVE. ANY QUESTICNS REGARDING DAYS CITY HALL IS PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET,7RAVERSIYG SIGNALIZED OFFICIAL S SIGWTUE HEREON RTES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY CLOSED, CAL! ( 760) 633 -2770. INTERSECTIONS, COISSIG INTE RCONECT WIRES, OR OTHERWISE WHERE THE DIRECTOR 24. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AD SERVICES SHALL BE OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. OF EWBEERI S SERVICES HAS A SOCIAL CO CETW. PROVIDED WITH CATHODIC PPP07ECTI94 IN ACCORDANCE WITH WC -17 OR WC -18. B. ND WORK OV ANY PUBLIC ROADWAY, EXCLUDING PRRIE ARTERIALS AND MAJOR ROADS 33. PAVEMENT CUTS IN STREETS REHABILITATED OR AEM-Y CAGTRUCTED WITHIN THE PAST 25. WATER SERVICES TO BE ABANDONED THAT ARE GONVECIED TO POE LIPES THAT Gehl j e 7p --� p (D= APPLICABLE) b/RSE+R. ESriT 7.. �, �, STALL BE STARTED BEFORE 730 A.M. OR CONTINUE AFTER 500 PA ON WEEKDAYS. TWO YEARS SHALL BE CATEGORICALLY DENIED. WILL REMAIN IN SERVICE SHALL BE DISMECTED AT THE CORPORATION STOP, SHALL SOW) F f. ?10a 5' 1 5' 6' IV W -15'1 51-101± 20. CONCENTRATED FLOWS ACROSS DRIVEWAYS ANDj9R SIDEWALKS SHALL NOT BE PERMITTED. ORANAGE SHALL BE TRANSMITTED OVER SIDEWALK THROUGH FACE OF 9. NO WORN SHALL BEGIN BEFORE 90 A.M. OR CONTDNNB AFTER 300 PP. ON PRIME HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLEa MAP 1 7RAVELWAY EX. TRAVELWAY VARIES CIO TO GUTTER IN P IC STREET. ARTERIALS AHD OTHER MAJOR ROADS UNLESS AUTHORIZED ON THE PEPR41T BY THE 34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE OR BE ABADOEO AS DIRECTED BY THE SDWD INSPECTOR. `-- �'� - - DIECTOR OF EPGINEEAWG SERVICES. ALL WORK 9N PRDUE ARTERIALS AID OTHER CITY, FOR VIOLATION OF PERMIT GOOITIONS OR FOR THE CREATION OF A NIUISAAGE, ALL � 1 2 0.5' 0.5' 21. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MOMMEAr. OR BENCH MAW WHICH MAJOR ROADS ALL AS SOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL USN NOTICE GIVEN BY THE DIRECTOR OF E7NGDNEERZNG SERVICES OR HIS AUTHORIZED IS DISTU M OR DESTROYED SHALL BE RE-ESTABLISHED AND .REPLACED BY A REGISTERED PLAN WILL REQUDE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC FEPIESBNTATIVE. W THE EVENT OF SNIT REVOCATION APPLICANT SHALL INVEDIATELY VN CIVIL. ENGINEER OR A LIENSED LAND SURVEYOR. EAGTPEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. CEASE ALL OPERATIONS AMT RESTORE CITY RIGHT -OF -WAY AS 01ECTED BY THE k, `g _ � I � w� - - DIECTOR OF EAGIAMING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. AFTER STATHMENT OF E7NGREER OF NORK FN PER PLAN : T �r � � & , 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AAD COPLETELY NOTIFICATION CITY MAY TAKE FULL POSSESSION OF THE AREA. APPLICANT SHALL PAY TO THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PPERRFORhEO BY THE INSTALL 4 THi(X '.k r� f'`=` S 22. THE DEVELOPER SHALL MAW THE LOCATION OF EACH LATERAL AND WATER MIN r ' :° aE s THE CITY ANY AID ALL COSTS INVOLVED, IN TIE EVENT THE CITY HAS TO RESTORE CITY T APT- s �_ OPEN TO TRAFFIC AT THE ETD OF EACH IMOPCIG DAY. (ND LATER THAN 300 P.M. ON ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEP]Ep STANDARDS APD 4.5' WINE DGi WALKWAY ri ) 4' �'j'G' °` R X. LINE OF SERVICE BY CHISELING THE LETTERS S" AND 7N'; FESEE TINGLY, 2 INCHES HIGH INTO �" C THE FACE OF THE CURB. MAJOR ROADS DEFIAED H 9EINJ PROPERTY OR REMOVE ANY ITEMS "STALLED BY THE APPLICANT. PRACTICES OF THE ENGINEEER S TRADE OR PROFESSION. THE ENGINEER L y � �Y -� 'PPV ®►C'" EXISTING GRADE FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN USTALL 4" HT -Gr1 PCC CPB a .. 23. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MAAIER AND 11. TWO -WAY TRAFFIC S14LL BE WINTADED AT ALL TRIES. MINI" TRAVEL LANE WIDTH SE• THIS PERMIT MAY BECOME VOID IN THE EVENT THE � NERKITTED IS ACT STARTED ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY PERVIOUS PAVERS AG4UABRIC BY "STALL 4" AC OVER LOCATION APPROVED BY THE DNEPECTOR. FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAWT)WIG TWO -WAY WITHIN SIXTY (60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE CF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW ORCO OR CITY APPROVED EQUIVALENT 6" LASS 2 AB MIN. TRAFFIC PEWITTEE AND DIRECTOR OF ENGINEERIG SERVICES SHALL AGREE ON AN ADEQUATE PER41 TED USE IS ABAAMNED FOR A PERIOD EXCEEDING! SIXTY (50) CALENDAR DAYS PERFUMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC INSTALL 0" HT -6X16" PCC OEM 24. ALL WORN SHALL BE DOE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL AFTER CONSTRUCTION HAS BEGUN. IN 9" EVENT, IT SHALL BE NECESSARY TO OBTAIN ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PLAN PRIOR TO STARTING WOR<, WHICH SHALL IDL IE THE USE OF A FULL -TIME FLAGMAN. A NEW PERMIT AND PAY ADDITIONAL FEES. UPON CMENCEMENT OF NOW ALL DETERMINATION BY THE CITY OF ENCINITAS OF TIE TECHNICAL PROVISIONS TO THE STAWARO SPECIFICATIONS FOR PUSLic ARCS CONSTRUCTION OPERATIONS INCLUDING CLE44F AM IEST97ATIOV OF CITY RIGHT- BE-WAY, SHALL BE SDFFFICIENCY OR ADEQUACY OF THE' PLANS OR DESIGN AAC IT THEREFORE Z'ypICAL SECTION. ®XFORD AVE (ACTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE) AND THE SAN DIEGO 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AHD AC COPLETED WITHIN THE TIME LIMIT SPECIFIED BY THE PERMIT. DOES NOT RELIEVE THE ENGINEER OF FESPOJSISLIITY FOR THE PLANS OR REGIONAL STADARD DRAWINGS (LATEST EDITION). PEFLAC04ENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERIG FERMITTEE GUARANTEES TO SAYS IIDEMNNIFY AM HOD HARNESS THE CITY OF DESIGN OF IMPROVEMENTS BASED TFEAEON. THE ENGINEER AGREES TO NOT TO SCALE SERVICES OR HIS D -Y AUTHORIZED REPRESENTATIVE. 36. THE P AND ALL ITS AGENTS O SAW iS EMPLOYEES AND OFFICIALS AGATIET ALL INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS 25. THE STRUCTURAL AAL PROVED SHALL BE IN ACCORDANCE WITH CITY OF S ,%ALLAS 13 OPEN TPETOH MET BE BACKFILLED AND CAPPED WITH AT LEAST 2" OF CORD MIX LIABILITIES JUDGMENTS, COSTS AM EXPENSES WHICH MAY IN ANY MANNER O7 FORM INJURY A AGENTS AND EMPLOYEES TH FROM PROPERTY DAMAGE , BODILY STADARDS AM AS APPROVED BY THE CITY E7GIAEER. 'R" VAL(P TESTS S1AtL BE INJURY RAISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR REQUIRED PRIOR TO CONSTRUCTION. (PRIVATE) ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON- WORK"G ARISE IN CMEQUENCE OF THE ISSUE OF THIS IER41T OR ANY WORK PERFORED IN OMISSIONS OF THE ENGINEER AND HIS I ER AGENTS OR EMPLOYEES SRER NOTES XAMPF SWffTATITXN DISTRICTS HOURS. FETAL PLATES ARE REQUIRED TO HAVE CX.O MIX ASPHALT RAMPS Ol ALL (4) SIDES CO SEO"E THEREOF. ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT j� ALL NOW SHALL BE OOZE IN ACCORDANCE WITH TE STANDARD SPECIFICATIONS FOR RKIC AND MST BE MAINTAI EOPEFER TO THE CITYS STANDARD DRAWING DATED JULY 34 1990. AND ARISING OUT OF THE WOW PERFORMED BY THE ENGINEER. T 20' C 20' 37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AM EFFECTED WOWS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STAADARO SPECIAL PROVISIONS TO 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF RE DIRECTOR OF ENGINEERING UNDER THIS PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ARE tIII &C lEa,1'1 5' 1� � 15'1 5' -t0't THE STAMPED SPECIFICATIONS FOR PBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN SERVICES OR HIS OLY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD ANY REPAIRS REQUIIED DURING TIE GUARANTEE M7100 SHALL BE MADE AT THE EXPENSE � `'^ Arem CeU T S1ywD��" TRRAVELWAY EX. VELWAY VARIES DIEGO REGIONAL STANDARDS CiIMAfZTTEEA THE SAD DIEGO REGIONAL STANDARD DRAWINGS O?AWDNG DATED SEPTEMBER 1990. OF THE RERMITTEE. AT THE OPTION OF THE DIRECTOR OF ENGDEERWG SERVICES REPAIR F PER P14R hkr -- __j (LATEST EDITION) AM 1Tf FOLL(NNING SPECIAL PAOVISIOtS' WORK MAY BE FERFa ED BY EITHER THE PSWITTEE OR THE CITY. BY: �' - B1' 19.1 05' 05' 1' 1. TRENCH WIDTH SHALL BE PER SORSO Hb.S -4 FARNESS OTHERWISE NOTED. 15• TWO SACK SAD - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TENGELIG BRIAN M. ARDOLINO DATE I , L#M GLUE AM GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. 38. FERMITTEE HAS READ, UNDERSTANDS AM AGREES TO COPLY WITH ALL CONSTRUCTION PERMIT PROVISIONS AHD STADARD CONDITIONS. QP ®N HCE No. 71651 pFESSI f --pg _. 2% Vg0.1� 2. PIPE AND BEDDING COOITION.S• O GNAEC 4C , � �� - � - - '- . ,; `s_ � � , t6. TWO SACK SOO- CEMENT SLURRY MIX SHALL BE REQUIRED AS BAC(FILL ON ALL LATERAL SAN DIEGUITO NATO N07E5 PASCO LATET SUITER & ASSOCIATES, INC. Q� �Z 99 4 OFLS E (A) ALL P SHALT HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROTC D3ESEAIH NEE POE. -, sf 4' EXCAVATIONS WITHIN RETME ARTERIALS MAJOR ROADS AM COLLECTORS AS WELL AS �' O � � _C ,, '+ s: ..h� a � r"_Y. - +, (() V.C.P. AND A.B.S. TRUSS POPE BEDDING FROM BOTTOM OF RIFE TO 12 INCHES 535 N. HIGHWAY 101, SUITE A o c WATER METE#T,: ( Y MINL>!NY ABOVE TIE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE NATIVE ALL LOCATIONS *ERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE 1. WATER MARL LATERALS AM APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE S(LANA BEACH CA, 92075 � � ` z � ' . ' + � NNE OF FOR USE AS BACKFI L RAADAFD SPECIFICATIONS OF THE GvMT WATER AERIES STANDARDS CNMMITTEE (WASQ. z LO%STICNN �. EX T1I(G a FREE - DRAINING GRANLAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. �' m ND. 71651 0 "P INSTALL 4 - -HT- {ql , " (C P.V.C. AM A.B.S. SOLID WALL PIPE BEDDING F7U%f 80TTCRd (F PIPE TO 12 ITCHES THE CONTRACTOR STALL AM HEREBY DOES GUARANTEE ALL WORN FOR A PERIOD OF OE YEAR w m� w 6" Qp$YM��11 t - Tom' GPM MINIMUM ABOVE 1FE P SHALL BE 3/4 IRON# CAUSED ROCK. A.B.S. SOLID WAIT PIPE 17. CARE SHALL BE EXERCISED TO PREVENT WATER SOIL ADD DEBRIS FROM DEPOSITING IN AFTER 17E DATE OF ACCEPTANCE. PE 1951 2 Exp. 12/31/13 re` " POC CURE ( ��;- U E -„ �* 4 "'' GUTTERS STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR WNCETE PLVPS PERVIOUS PACERS AOUTABAIC BY MAY BE USED OLY WHEERE PIPE INVERT G9AOR S ARE 1% OR (,iREA7ER. OCO OR CITY APPROVED EQUIVALENT WD1 BE ALLOWED ON CITY BURGERS. VIOLATIONS WILL BE REFERRED FOR MOSS EAFOOEMENT 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS W �'P CIVI\- P 3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LIE SEWERS SEWER SERVICE LATERALS AM PENALTIES. ADVANCE OF BEGINNING WORN TO ARRANGE FOR INSPECTION OF PROJIECT, THE CONTRACTOR qj� �Q "STALL 0" HT- 6'X16" PPCC GARB AND STRUCTURES SHALL BE TESTED IN RE PESENCE OF THE D60ECT(RR. AIR PESSL E SHALL GIVE 24 HUM NOTICE ON CALLS INSPECTION. PHONE: (760) 533 -2709. ALL WORK OF CALF TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. SDWD W13 -040 FORD WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ENCINITAS FIRE DEPARTMENT SAN DIEGUiTO WATER DISTRICT PUBLIC WORKS AS BUILT PARKS & RECREATION TYPICAi, SECTION. ��ZISTOT AVE PAS CO LARET SUITE R NOT TO SCALE APPR ED Gin APPROV APP APPROVED & ASSOCIATES BY: BY: �S uJ BY: BY: BY _ CIVIL ENGINEERING +LAN® PLANNING +LAND SURVEYING DATE: I9 - 1-2m 3 DATE: /D '/G -/3 D T 10 [ I 1 / I3 DATE: D E: 1014>)f _� _ BW STATUS: 535 North Highway 101, Ste A, Solana Beach, CA 92675 SIGNATURE EXPIRES 2 YEARS AFTER DATE - -T - STA ARD PRO ph 858.259.82n2 fa 858.259.4812 1 pIsaexngimmeeriang.c�! REVISIONS APPROYED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BMA aY ROVALS CTTY OF EN AS ENGINMPJNG DEP"TJl1IFN'I' DRAWING N ®® - -- CITY OF ENCINITAS CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF REVUE PUBLIC SEWER AND ROAD IMPROVEMENTS FOR BRISTOL, SHEFFIELD AND OXFORD: NUMBER 1047 PER ROS 18416. REI WED BY: - - -- -- HORIZONAL N/A � 11676 -I DATE: 11 16.13 - GLENN ENGINEER Sa �° (S %� - -- - - -_ NAVD88 ELEVATION= 231. 691 ' FOR MAHER ✓o✓✓ t✓ L - -- - -- R.C.E. NO. --71651-- CITY ENGINEER AVENUE VERTICAL N/A DAT :x BRIAN M. ARDOLINO PUBLIC WORKS DIRECTOR - - EXP.12 -31 -13 DATE: 1- 10 - /�l DATE: 12 -127 TPM /CDP A.P.N. #260- 2B2 -25 SHEET 1 OF 2 N' \Active Jobs \1951 Refold \DRAWING \1951 F.pro10 /312013 PLEA 1951 (::? ( W Q) MIME m ®® E in in ME Muslim' 11111 Some --- _ ® T CURB RET URN DATA IM BRISTOL AV ZNUE: SEWER DATA 'Mmmosi DELTA CHORD BEARING RADIUS LENGTH REMARKS LATERAL DELTA CHORD BEARING DEPTH LENGTH REMARKS C1 56 019'49" S24 0832 'E 20' 19.66' "G -1 " CURB L1 R INVERT LENGTH 224.0' ELEV. ME GROUND BELOW PAD UPSTREAM BACKWATER ME SEO.LOT STATION /OFFSET AT MAIN OF DROP TD AT PL LATERAL ELEV. PL ELEV. MH RIM VALVE NO. NO. OF LATERAL IE LATERAL MAIN IE SLOPE % z PL TO IE FT. ELEV. 104 REMARKS INN 3 8 +96.41 20'LT 177.26 20.0' 1.20' 178.86 2% 196.2 0 197.5' 190.28 YES SEWER LATERAL 2 4 9+06.41 20'LT 176.99 20.0' OEM 178.59 2% 196.3 17.71' 197.5' 190.28 YES SEWER LATERAL INIMMUMMEME MOON ME MEMO 1' 1 C _. . If- -..... ' • mill I ��a1� a OEM M IS 411111 •��l� (.- .. �. -,! rq � ; r I! r ... l _.. NONE. �. ter' 5 10+00 LEGEAl QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND /J NOT molow-r-009RAS Ra IEVE 77-E CONTRACTOR FROM / M• r AN INDE)PEWENT OF •aeas QUANTITIES AND COSTS ASSOCIATED WITH 77-E DPROVO4ENTS REQUIRED FOR ME THIS ••/ ........... OTY INSTALL / HEIGHT CU9B 385 LF on INSTALL PCC CLRB .I:• I so INSTALL PERVIOUS PAVERS Sri- in!LIa7ix xr' 2,002 R PROPERTY BOLAIDARY C EXISTING RIGHT-OF-WAY GENTERLINE ■: EXISTING EDGE OF PAVEMENT on `r r - ... PROPOSED 224.02 LF PROPOSED SEWER CLEAN OUT SDRS0 SC-01 1 PROPOSED SEWER LATERAL .I• I 1 .._.. Q PROPOSED -.1 QQ EXISTING SEWER CLEAN OUT I• R / MIME m ®® E in in ME Muslim' 11111 Some --- _ ® NINE T CURB RET URN DATA IM BRISTOL AV ZNUE: SEWER DATA 'Mmmosi DELTA CHORD BEARING RADIUS LENGTH REMARKS LATERAL DELTA CHORD BEARING DEPTH LENGTH REMARKS C1 56 019'49" S24 0832 'E 20' 19.66' "G -1 " CURB L1 R INVERT LENGTH 224.0' ELEV. ME GROUND BELOW PAD UPSTREAM BACKWATER ME SEO.LOT STATION /OFFSET AT MAIN OF DROP TD AT PL LATERAL ELEV. PL ELEV. MH RIM VALVE NO. NO. OF LATERAL IE LATERAL MAIN IE SLOPE % z PL TO IE FT. ELEV. 104 REMARKS INN 3 8 +96.41 20'LT 177.26 20.0' 1.20' 178.86 2% 196.2 0 197.5' 190.28 YES SEWER LATERAL 2 4 9+06.41 20'LT 176.99 20.0' OEM 178.59 2% 196.3 17.71' 197.5' 190.28 YES SEWER LATERAL INIMMUMMEME MOON ME MEMO 1' 1 C _. . If- -..... ' • I ��a1� M IS 411111 •��l� -,! rq � ; r I! r mi l _.. NONE. ter' 5 10+00 LEGEAl QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND /J NOT molow-r-009RAS Ra IEVE 77-E CONTRACTOR FROM / M• r AN INDE)PEWENT OF •aeas QUANTITIES AND COSTS ASSOCIATED WITH 77-E DPROVO4ENTS REQUIRED FOR THIS ••/ ........... OTY INSTALL / HEIGHT CU9B 385 LF INSTALL PCC CLRB .I:• I - - INSTALL PERVIOUS PAVERS Sri- in!LIa7ix xr' 2,002 R PROPERTY BOLAIDARY C EXISTING RIGHT-OF-WAY GENTERLINE EXISTING EDGE OF PAVEMENT `r r - ... PROPOSED 224.02 LF PROPOSED SEWER CLEAN OUT SDRS0 SC-01 1 PROPOSED SEWER LATERAL .I• I 1 .._.. Q PROPOSED -.1 QQ EXISTING SEWER CLEAN OUT I• R / INN SIZE HER NJ EMMEME Est SUMMERS .. rig RR SON IMMEM09 .111 nraLU man M me .s A s.__.r �m oil moon 0 NINE T CURB RET URN DATA is BRISTOL AV ZNUE: SEWER DATA 'Mmmosi DELTA CHORD BEARING RADIUS LENGTH REMARKS LATERAL DELTA CHORD BEARING DEPTH LENGTH REMARKS C1 56 019'49" S24 0832 'E 20' 19.66' "G -1 " CURB L1 R INVERT LENGTH 224.0' ELEV. PLANS PREP RED UNDER THE SUPERVISION OF DATE: I�'�Z'�S R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12-31-13 GROUND BELOW PAD UPSTREAM BACKWATER SEO.LOT STATION /OFFSET AT MAIN OF DROP TD AT PL LATERAL ELEV. PL ELEV. MH RIM VALVE NO. NO. OF LATERAL IE LATERAL MAIN IE SLOPE % z PL TO IE FT. ELEV. 104 REMARKS 1 3 8 +96.41 20'LT 177.26 20.0' 1.20' 178.86 2% 196.2 17.34' 197.5' 190.28 YES SEWER LATERAL 2 4 9+06.41 20'LT 176.99 20.0' OEM 178.59 2% 196.3 17.71' 197.5' 190.28 YES SEWER LATERAL INIMMUMMEME ME 1MEr1 C IMSEE mi 10+00 LEGEAl QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND /J NOT molow-r-009RAS Ra IEVE 77-E CONTRACTOR FROM / M• r AN INDE)PEWENT OF QUANTITIES AND COSTS ASSOCIATED WITH 77-E DPROVO4ENTS REQUIRED FOR THIS ••/ J ITEM & STD. DWG. STDS .I ENNIS 1MMMMMMMMi MENOMONEE EMEMEMEM = _ 0 MEMEME0112ME"WorTIF. ��: off off of I r •a• r y fir. -- !� 4 \ I 1 / ��'i _ `S�A______�Zt_____�t \�- _- 1>_t�_ '�`S!��_\ - _A`5F7>•- >r__ \C� \►�.,_\ ►A` � �_ �_ \t!...�"��.a'+S�'i__ \� N I: - . � cm IF ` V;r \�l`.r-- �1_R_t_J_____- 1 -!:Jf i�____ �_ �a_- �_ 7- 7i7►_- �j: a>,_t/tt' S�- �C. �- R ,�7t�_1�- 'J__'- _- 'Il��._ta_H�.� • /..,I • -7 / / • . " v . II �, .. ".f / 1 is . -/f ,�,W��i� _ n /•'t ti • - -_ c _ • f� • . / • ? - •• r r n r u / 1111M SHEFFM D AVENUE: SEWER LATERAL DATA T CURB RET URN DATA is BRISTOL AV ZNUE: SEWER DATA LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS LATERAL DELTA CHORD BEARING DEPTH LENGTH REMARKS C1 56 019'49" S24 0832 'E 20' 19.66' "G -1 " CURB L1 V2" BEDDING PER MANLFACRR37S SPECS INVERT LENGTH 224.0' ELEV. PLANS PREP RED UNDER THE SUPERVISION OF DATE: I�'�Z'�S R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12-31-13 GROUND BELOW PAD UPSTREAM BACKWATER SEO.LOT STATION /OFFSET AT MAIN OF DROP TD AT PL LATERAL ELEV. PL ELEV. MH RIM VALVE NO. NO. OF LATERAL IE LATERAL MAIN IE SLOPE % AT PL PL TO IE FT. ELEV. REO'D REMARKS 1 3 8 +96.41 20'LT 177.26 20.0' 1.20' 178.86 2% 196.2 17.34' 197.5' 190.28 YES SEWER LATERAL 2 4 9+06.41 20'LT 176.99 20.0' 1.20' 178.59 2% 196.3 17.71' 197.5' 190.28 YES SEWER LATERAL BRISTOL AVENUE: SEWER LATERAL DATA T CURB RET URN DATA is BRISTOL AV ZNUE: SEWER DATA LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS LATERAL DELTA CHORD BEARING DEPTH LENGTH REMARKS C1 56 019'49" S24 0832 'E 20' 19.66' "G -1 " CURB L1 V2" BEDDING PER MANLFACRR37S SPECS INVERT LENGTH 224.0' ELEV. PLANS PREP RED UNDER THE SUPERVISION OF DATE: I�'�Z'�S R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12-31-13 GROUND BELOW PAD UPSTREAM BACKWATER SEO.LOT STATION /OFFSET AT MAIN OF DROP TO AT PL LATERAL ELEV. PL ELEV. MH RIM VALVE NO. NO. OF LATERAL IE LATERAL MAIN IE SLOPE % AT PL PL TO IE FT. ELEV. REO D REMARKS 1 1 10 +85.00 20'LT 174.1 20.0' 1.20' 175.7 2% 185.6 9.9' 193.0' N/A NO SEWER LATERAL 2 2 10 +95.00 20 LT 174.2 20.0' 1.20' 175.8 2% 185.7 9.9' 193.0' N A NO SEWER LATERAL EX PAVEMENT r r ° ` - I I I + �j ~� m APPR XIMATE LOCATION mm a GRIND &OVERLAY AN � ^ \ \ Q ARC! ADDITIONAL 18" OF 4" AC OVER 6" �+ t \ /' m B'�V SEWER OB = En y Q PAVING FOR SMOOTH CLASS II AB (MIN) ,- __ . SATISFACTION OF THE TRANSITION TO THE SAWCUT LINE ' t _ - - ¢ -H CITY INSPECTOR En SAWCUT DETAIL GEN * Berm NOT TO SCALE INSTALL DECORATIVE 3erm / ShIEFF DAVE ° D T CURB RET URN DATA is BRISTOL AV ZNUE: SEWER DATA LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS C1 56 019'49" S24 0832 'E 20' 19.66' "G -1 " CURB L1 V2" BEDDING PER MANLFACRR37S SPECS N88 29'03 "W •,/ y, ! 224.0' 8" PVC (SDR -35) PLANS PREP RED UNDER THE SUPERVISION OF DATE: I�'�Z'�S R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12-31-13 REVIE FPM MAHER NN PRUIM CITY ENGINEER PUBLIC WORKS DIRECTOR DATE: DATE: PUBLIC SEWER AND ROAD IMPROVEMENTS FOR BRISTOL, SHEFFIELD AND OXFORD: 12 -127 TPM /CDP 11676 -1 e. TER MAIN D SHEFFIELD AVE: CURB RET URN DATA O BRISTOL AV ZNUE: SEWER DATA LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS C1 56 019'49" S24 0832 'E 20' 19.66' "G -1 " CURB L1 N88 29'03 "W CITY OF ENCINITAS CONTROL POINT NUMBER 1047 PER ROS 18416. NAVD88 ELEVATION= 231.691' 224.0' 8" PVC (SDR -35) i REVISIONS APPROVED DATE ffi DATE BENCBbIA K SCALE AS -BLMT DESIGNED BY oRnwr! BY CHEBMA BY VAIs CITY OF ENCINITAS ENGINE: KING DEPARTMENT DRAVaNG NO. CITY OF ENCINITAS CONTROL POINT NUMBER 1047 PER ROS 18416. NAVD88 ELEVATION= 231.691' HORIZONAL 1"=20- VERTICAL 1 " =4' PLANS PREP RED UNDER THE SUPERVISION OF DATE: I�'�Z'�S R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12-31-13 REVIE FPM MAHER NN PRUIM CITY ENGINEER PUBLIC WORKS DIRECTOR DATE: DATE: PUBLIC SEWER AND ROAD IMPROVEMENTS FOR BRISTOL, SHEFFIELD AND OXFORD: 12 -127 TPM /CDP 11676 -1 BRIAN M. ARDOLINO DATE R.C.E. NO. 71651 EXP. 12 -31 -13 i SHEET 2 OF 2 N.• \Active Jobs \1951 Refold \DRAWING \1951 F.prol21612013 PLSA 1951 Ewa ME 1MEr1 C 10+00 LEGEAl QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND /J NOT Ra IEVE 77-E CONTRACTOR FROM / M• r AN INDE)PEWENT OF QUANTITIES AND COSTS ASSOCIATED WITH 77-E DPROVO4ENTS REQUIRED FOR THIS ••/ J ITEM & STD. DWG. STDS .I OTY INSTALL / HEIGHT CU9B 385 LF INSTALL PCC CLRB .I:• I - - INSTALL PERVIOUS PAVERS Sri- in!LIa7ix xr' 2,002 R PROPERTY BOLAIDARY EXISTING RIGHT-OF-WAY GENTERLINE EXISTING EDGE OF PAVEMENT EXISTING SEWER _s_s PROPOSED 224.02 LF PROPOSED SEWER CLEAN OUT SDRS0 SC-01 1 PROPOSED SEWER LATERAL .I• I 1 .._.. Q PROPOSED -.1 QQ EXISTING SEWER CLEAN OUT I• R / ti, NATURAL GRADE PERVIOUS PAVER DETAIL 7. / w_ GRAPHIC SCALE 1 " =20' NOT TO SCALE AVENUE 11 1 0 20 40 60 SCALE 1 =20 REVISIONS APPROVED DATE REFERENCES DATE BENCBbIA K SCALE AS -BLMT DESIGNED BY oRnwr! BY CHEBMA BY VAIs CITY OF ENCINITAS ENGINE: KING DEPARTMENT DRAVaNG NO. CITY OF ENCINITAS CONTROL POINT NUMBER 1047 PER ROS 18416. NAVD88 ELEVATION= 231.691' HORIZONAL 1"=20- VERTICAL 1 " =4' PLANS PREP RED UNDER THE SUPERVISION OF DATE: I�'�Z'�S R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12-31-13 REVIE FPM MAHER NN PRUIM CITY ENGINEER PUBLIC WORKS DIRECTOR DATE: DATE: PUBLIC SEWER AND ROAD IMPROVEMENTS FOR BRISTOL, SHEFFIELD AND OXFORD: 12 -127 TPM /CDP 11676 -1 BRIAN M. ARDOLINO DATE R.C.E. NO. 71651 EXP. 12 -31 -13 SHEET 2 OF 2 N.• \Active Jobs \1951 Refold \DRAWING \1951 F.prol21612013 PLSA 1951