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2010-10528 I (Plans) WORK TO BE DONE OWNERS CERTIFICATE IMPROVEMENTS CONSIST OF THE FOLLONG: REQUEZA I IS AGREED THAT FIELD G 77 S MAY REQUIRE CHANGES TO SE PLANS. THE CURRENT NT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC S STANDARD SPECIFICA77MS AND SPECIAL .INNS FOR RO$8 T OF S- IV1S STREETS I FURTHER AGREE TO COMMENCE K ' ANY IMPROVEMENTS SHO- ON IT IS AND STANDARD REFERENCE A S INCLUDING THE DIEGO RE`a' 'OVAL STAND FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL DRAWINGS (SORSD), AND WATER AGENCIES STANDARDS (WAS) ENGINEER MAKE SUCH CHANGES ALTERA77ONS OR ADDY71ONS TO THESE PLANS KHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR DESCRIPTION STD. DWG. SYMBOL C)IJA T'I'I'T Y THE PROPER COMPLE77ON OF THE IMPROVEMENTS THESE PLANS WTHIN EXISTING CITY RIGHT-OF-WAY WTHIN 60 DAYS AFTER S IVISION DARY ISSUANCE OF THE CaN57TvUG 77 P T17TILI CCIR4PLE�flPURSUE Td EGT}VE AfuD AG VELY LOT LINE INDEPENDENT OF ANY OTIT#ERDA IVORK U ASSaf°IATED 4Y1TH TIt€S PROJECT UNDER Y EX. R16HI-OF-WAY LINE MY CONTROL. T : ENCINITAS 9, LLC EA' NT LINE — — -- — — — t 2 ADA, SU17E 200 IRVINE, C A 9261 8 EX. S DRAIN PHONE,° (949) 790--7443 EX. LOT LINES m i``` m $tev EX. 7EfT LINE w) (w)-- .._._ X t � . \ Y ?4 v NA fW a ': 17TLE EX. SE LINE 1 aka EX. ELECTRICAL SUBDIVIDEI / MYTH' ZED AGENT • EX GAS MAIN THE SUBDIVIDER AGREES TO DEFEND, INDEMMFY AND HOLD HARMLESS THE CITY EX 57OR I DRAIN ;_ OF ENCINITAS ANDS ITS AGENTS, OFFICERS AND EMLOYEES FROM ANY CLAIM, " ACTION OR PRECEEDING AGAINST THE CITY OF ENCIAIITAS OR /m ENTS; OFFICERS EMPLOYEES TO ATTACK, T ASIDE, AN APPROVAL EX C T RS FRO44 WE CTTY OF U ' TT iN GINITA E PERIOD SPECIFIED IN ! G SECTION 66499 7 PROPOSED Gt9NT' S IS LT .. s GRA D SLOPES � _ �Y THIS CER77FICATE IS C 77ONED UP THE C1TY OF ENCINITAS P�'`ROVIDING PRO L3 fl SPOT ELEVATIONS _ -- „ "p ti PROMPT 77CE TO 77IE SU 1 ER AS PROVIDED BY THE ACT JfA PROPOSED 6" TWIE G-2, CURB & GUTTER G-2 -__ 1,05 LF ENCINITAS 9, LLC = , y, PR MO D PCC ALLEY DRIVEWAY t , IRVINE, SUITE 15O __ - WIED G-12 (SDRSQ) 972 SF C 6 ED (SEE DETAIL SHT. 2) , n _, fit, PHONE (949) 790-7443 c .ss t` a PROPOSED PEDESTRIAN RAMP (SEE DETAIL B) 2 EA NM A M K'tttX MAIRRA Y 777LE P-,= T1 CURB & GUTTER REMOVAL MOVAL 89 LF PROPOSED SIDEWALK REMOVAL 47'2 SF �4 1 r1 i p ES PA- s41 F ` LEGAL DESCRIPTION P S �E PROPOSED PAWAIENT17RENCH REPAIR 441 SF THE EAST ACRES THE SOU OF OF THE - A POR77 SOUTH I'a FJ � HIA7E CL15D) �-°°® GF ; SOU77d£ OF TYNE N 1' THC ST OF G 1 TOW1N SHIP 13 - f t SOUTH, RANGE 4 WEST, SAN IcIdARDINO RIt11AN, CITY OF ENCINITAS D 8" DA 7E VA (WAS) Y d Z $£A SO COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, PROPOSED 1" WATER SERVICE (WAS) WS-01; WC-17 9 EA _ f ` ` ASSESS PARCEL NU R: 2 112-12 PROPOSED FIRE HYDRANT (WAS) KF-01 i EA 4 } Aw, OWNERSHIP GRASS ACREAGE.- 1.09 ACRES PRG1 . .,E7 2" BL a FF (WAS) W-01 , 1 )(EA PROPOSED PROTECTION POST (WAS) —04 2 EA i_..- SOILS ENGINEERS CEO TIA. as n us" a xr_ ® - - :,! !, A REGISTERED CT'VIL £ £`ERIN THE TA IF CA )PJTNIA, 1^A'op m FS g 'ACC "Y y P SED 2" AIR RELEASE VALVE (WAS) WA-02 __ I)e EA r P ALLY L3aNG BUSINESS IN T: Ff1 LD OF APPLIED SOIL 'i:,'PIAINICS. HEREBY PR OSED 8" END GAP ASSEMBLY 1 EA .. WITHIN THIS SITE A SAMPLING AND APAI TFIE S C- SITEET INDEX — WITHIN THIS SITS WAS M BY, � _y ONE COMPLETE COPY OF THE SOILS RE`.. . T CO 1CL 7H] Y TOGETHER WITH UPDATE LETTERS AND MEMOS, WITH MY RECOMMENDA TTON.S, HAS " 1. TITLE SHEET CGA S) A S> — R (� Ee�A STREET �EZ BEEN SUBMI TIED TO THE OFFICE OF THE CITY ENGW ER. FURTHERMORE, l HAVE _ ` REVIEWED THESE IMPROVEMENT PLANS AND C£RTIF THAT THE RECD NDAP S. P sE0 UST 'COG"KS (VAS dT Q E EA 2. GENERAL NOTES & DETAIL SHEET — 1NCLUQEO IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN IN RP PROPOSED 8" SEWER MAIN (PVC SDR-35) S-4 (SDRSD) —S—S— 437 LF J. REQUEZA STREET PLAN/PROFILE THE IMPROVE ENT PLANS D CIFICATIONS. PROPOSED SEWER MANHOLE (STANDARD) (WAS) SM-01 5 EA 4. QUEN77N COURT PLAN/PROFIL£ -` r SIGNED:_ t(_/ _ _.a�tl.® ". PROPOSED 4" SE R LATERAL (WAS) SS-01 S 9 EA RCE NO �9� 7 DATE PROPOSED 8" CLEANOUT (WAS) SC-01 1 EA EXP. DATE,• ---- W.O. _558,3-A-SC PROPOSED STORM DRAIN 18" RCP ___ 111 IF 5741 PALMER WAY , GEOSCIILS, INC. KEY CAd�LSBrT GA 92010 PROPOSED MT E 'B'-1' CURB INLET (LENGTH PER PLAN) D-2 I EA 750) 4 8-31�5 i f crrs� + 60' 30' 0' 60' 120' 180' 1:'i� Cdk W /S Gc iy¢Aj:,vf. + -Z ; NOTE. QUAN77TIES ARE FOR BONDING PURPOSES ONLY vvroo .W4=1 ! CONTRACTOR TO VERIFY QUANT177ES PRIOR TO CONSTRUCTION. SSA CIT ETGTNEET� OI C Itt SCALE: 1" = 60' THE UNDERSIED ENGINEER AGREES THAT THE WORK PERFORWED BY THE ENGINEER SHALL COMPLY WTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ABBREVIATIONS ENGINEER'S TRADE PROFESSI . THE ENGINEER FURINERR AGREES THAT THE K PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA77ONS AB AGGREGATE CONCRETE BASE KEY MAP LEGEND REQUIRED BY THE CITY OF ENCINITAS. AC ASPHALT CONCRETE MVG MQDLE VER77CAL CURVE EN TI r£ ENGINEER AGREES THAT ANY PLAN CHECK : REVIEW PERFORMED BY THE CITY OF B V G GIN VER'rfCAL CURVE P PAVEMENT PROPERTY LINE B GIN CURVE N7a NOT TO SCALE crNIrAS B ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY THE PLANS PREPARED BY THE ,.. , LVD BW BOTTOM OF WALL POO POR77AND CONCRETE CEMENT LIMITS OF SHEET �., ENGINEER IS NOT A DETER AT70N BY THE CITY OF ENCINITAS 7LCHNICAL C G CU AND GUTTER PCR POINT OF CU RETURN SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESI GN AND 7HEREFORE DOES NOT CL GEN7ERLlNE PE PAD £L£VA770N PROPOSED SEWER LINE --- S - cn RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENT GO CLEANOUT PRO POINT OF REVERSE CURVE SITEJECT w BASED THEREON. E ELECTRIC PVC POLYVINYL CHLORIDE PIPE PROPOSED WATER LINE _ w I-5 EB EAS UND RT RIGHT PROPOSED RECYCLED WATER — RW rn THE ENGINEER AGREES E PLOY ES FROM HALO HARMLESS THE CITY OF ENCINITAS, ITS EC END CURVE' RW RIGHT-OF-WAY t� OFFICERS, AGENTS ANt? EMPLOYEES FROM PRO RTY DAMAGE BODILY INJURY ECR END CURB RETURN S SEWER ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF ENGINEER, EP EDGE OF PAVEMENT SD STORM DRAIN "`I ITS AGENTS OR 173 EMPLOYEES, ACTING WITHIN THE COURSE AND SCOPE OF SUCH EQ EQUIVALENT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING SHEET NUMBER 3 REOOExA ST AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE EVC END VERTICAL CURVE SW SIDEWALK L ENGINEER. PC FACE OF CURB T TELEPHONE FF FINISH FLOOR ELEVATION 7B TOP OF BERM/DIKE BENCHMARK NOTE: FL FLORLINE TG TOP OF CURB PROPOSED FIRE HYDRANT BY: I .._._._ DATE: J - • 0 FS FINISHED SURFACE TF TOP OF FOOTING RONALD L. HALLOW Y G GAS TG TOP OF GRA7E EXIS77NG FIRE HYDRANT GUQ V€'R77CAL DATUM FOR THIS PLAN IS NAIAD 88. HP HIGH PANT TW TOP OF WALL 2.15' MUST BE SUBTRACTED FROM ELEVA77 EXIS77NG STREET LIGHT PCE. NO.: .29:271 SHOW HEREON TO E ATE TO NAVQ DATUM. lE INVERT ELEVATION W WATER 1 LT LEFT PROPOSED STREET LIGHT °°� � • AS ut�1s ���°�� �� � DISTRICT s�, � O ATE �, . , :; 4 RECREATION DEPT. PUBLIC OK DEPT . SECTION 421614217 OF THE GOVERNMENT CODE APPROVE ►; L e 5115 AVEhJIDA EFfCIhdA kin a REQUIRES A DIG ALERT IDEN 77FICA TION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE d 'LL BE BY: • SUITE "L" VALID. FOR YOUR DIG ALERT LD NUMBER, CALL = IZ-�'"�1 -�/1 11/29��0 DA'T'E: ! ! ( ��" � CAftLSE�ACI, CA. 92008-4387 UNDERGROUND SERVICE ALERT TOLL FREE: 1 (800) - -..__.. -- _ _ _--- --- -----.-- LS /v (760) 931-8700 R01ltsl fP L. LIOLlOWOY CE'Lg271 Q�CIE 422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG. BY: DATE APPROVJAL ICES 2 YEARS FROM DATE SIGNED DY: r�TE : AATE SDWD WIO-- 120 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPT. a o r,R��u a c " � �� APPROVALS CI'T'Y OF ENCINITAS ENGINEERING DEPARTMENT DRAWING G 1° O. � SToRM IN ?-EIt 1aV, '5RT•4 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS APPROVED: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO IMPROVEMENT PLAN FOR I _i SURVEY CONTROL POINT °101", PER RECORD OF SURVEY / Q AS-6U I I TS ( • 18416, A 2.5° BRASS DISC STAIRPED ENG 31, L.S7322, SET Ii0RIZ0NTAi _ _..____ ! C� /,, DATE:�'LO BY: j�All BY: - - --- (} l 10528 - 1 _--- -----. _—. - ------- --- -- IN THE NW CORNER OF A DRAINAGE BOX ON TINE NORTH S 0(,�� �Ob RIDGE OF ENCINITAS 8LVA 700 FEET FAST OF WESTMKE STREET. ` R.C.E. NO. 29271_ -- — _ VERMAL - --.. BY_ _ -- �'L I Iv RONALD L. I OLLO DATE:_-J_�_� �j.� _ DATE: -.-_.__...'_. ELE�lA77ON = 182.995 NAIAD 8t3 DATE EXP. 3-31-11_ � - e - WORK PROJECT NO. 0€3-066 TM SHEE T I OF GENERAL NOTES WATER NOTES (SAN DIEGUITG WATER DISTRICT) SEWER NOTES STORM WATER POLLUTION CONTROL, NOTE'S STORM WATER POLLUTION CCNT RCI. NOTES (COMT) 1 A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF L WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ALL WORK SHALL BE DONE IN ACCORDANCE WITH TH� STANDARD 1. CONCRETE WASHOUT 6. WASTE MANAGEMENT ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFIC 77ONS OF THE CURRENT WATER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION), CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED STREET RIGHT-OF-WAY. AGENCIES STANDARD COMMITTEE (M C .. THE CONTRACTOR SHALL AND THE SAN DIEGO STANDARD SPECIAL PROVISIONS T() E STANDARD C ONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED 2 THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS, HEREBY DOES OF GUARANTEE WbRK OR A PERIOD OF ONE YEAR AFTER SAN DIIEGO REGIONAALPSTAND RDSKCOMMITTEE), THE �ANDD DIEGO Y THE CONCRETE SITE. IS ILLEGAL TO WASH CONCRETE,WASHOUT S"LURRY, MORTAR, WATER CAN1pCARRAYT HEM DUMPING OF UNUSED OR CONVEYANCE WASTE S RRTLYT PROHIBITED. ROUND, ERE Z UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING STUCCO, PLASTER AND THE LIKE INTO THE STORMW47ER 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT SPECIAL PROVISIONS: NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS DIKES SHALL B BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO CONVEYANCE SYSTEM OR ANY RECEIVING WATER, CONTRACTOR CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE WATER DISTRICT„ AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 1. TRENCH WIDTH SHALL BE PER SDRSD No.S-4 UNLESS OTHERWISE S PROJECT BOUNDARY. NOTED. SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF: DUMPSTERS SHALL BE 3, WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH 2. PIPE AND BEDDING COND177ONS: Z CONSTRUCTION SITE ACCC iS DUMPSTERS W17710UT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO GRADE OF STREET (A) ALL PIPE SHALL HAVE 4 ' MINIMUM OF 314 INCH CRUSHED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED CONSTRUCTON OF BERM, CURB, CROSS GUTTER AND PAVING. ROCK BENEATH THE PIPE. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT W17-H ANY TRASH MATERIAL.. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER ((B)) VC.P. AND A.B.S TRUSS PIPE BEDDING FROM BOTTOM OF OFF ,SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTSr VEHICLE FLUIDS FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH BOX FOR EACH RESIDENTIAL LOT. GRA L, 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, AND/OR CORRUGATED STEEL PANELS/PLATES, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED VEGETATION CAN BE RECYCLED. OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE-DRAINING THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. J. CON R TIQ VE` JCL S NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. HAZARDOUS WASTE. FOR INFORMATON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY [Cl P.VC, AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND 7, INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB IF NO SIDEWALK U PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 BE DESIGNATED FOR CONSTRUC7ION VEHICLES PARKING, VEHICLE 1 SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY TO ORDER DUMPSTERS CALL EDCO AT (7601) 436-415.. `� SHOWN ON THESE PLANS, WILL BE CONSTRUCTED. WHERE PIPE INVERT GRADES ARE 1� QR GREATER. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR `v SHALL BE KEPT OFF EXPOSED SURFACES'. PLACE RASH CANS AND RECYCLING 6 THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS REPAIRS SHALL BE MADE OFF-SITE POLLUTANTS' WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESt'ED IN 4. ERO�I0N CONTROL RECEPTACLES AROUND THE SITE. PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE OF ENCINITAS FOR ANY EXCAVA71ON WITHIN EXIS77NG CITY RIGHTS-OF-WAY. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. EROSION CONTT?OL MUST BE PROVIDED FOR ALL EROSIVE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE 4, THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE- PORTABLE TOILETS AWAY DRAIN PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY SDRSD No.S-17. POURED IN PLACE MANHOLE BASES SHALL BE A AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES FROM STORMORAIN INLETS ON PERVIOUS SURFACES CONSTRUCTON TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE CITY OF ENCINITAS RIGHTS-OF-WAY OR PRIVATE EASEMENTS, AND THe MONOLITHIC POUR FINISHED COMPLETE AT THE 77ME OF POUR. SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER NECESSARY BECAUSE OF ACTUAL LOCA77ON OF EXISTING FACILITIES. RESULTS APPROVED BY THE CITY O� ENCINITAS, BEFORE THE WATER PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH VEGETATION, AND BONDED FIBER MATRIX. T LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. At CONSRUCT7ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET BUTTER, AND STOf:MDRAN, 7 A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC DISTRICT OFFICE. 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER CONTR ACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE 'TRAVELED AWAY' COMPANY PRIOR TO STAR77NG WORK NEAR COMPANY FACIL/77ES AND 11, PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE SDRSD Nos.S-13 AND S-14. LATERALS SHALL NOT DISCHARGE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING FROM CONSTRUCTION SITE SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. PROSPECTIVE CONTRACTORS TO O TAIN ANd REVIEW CURRENT WATER DIRECTLY INTO MANHOLES. WET WEATHER. OMMITTEE NOTICE: ALL ELECTRICAL AND GAS SERY)CES WITHIN THIS PROJECT ARE AGENCIES STANDARD C WASC) SPECIFICATIONS. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF UNDERGROUND INSTALLATIONS . FOR LOCATION OF ELECTRICAL 12, THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT SDRSD No.S-10, TYPE A. AROUND THE CONSTRUCTION St1E. CONTRACTOR SHALL PROTECT CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION 7, ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH SAN DIEGO GAS ELECTRIC COMPANY. OF PROJECT. MINIMUM COVER. CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY TELEPHONE: (800) 422-4133 13. FILL AREAS MUST BE COMPACTED TO 90X PRIOR TO PIPE INSTALLATION. EROSION CONTROL MEASURES. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS � ! B. THE CONTRACTOR SHALL N077FY THE PACIFIC TELEPHONE COMPANY PRIOR 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS, TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE CONSTITUTE A REPRESENTA77ON AS TO THE ACCURACY OF THE LOCATION PRIOR TO ACCEPTANCE OF WORK. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY WITH COMPANY REPRESENTATIVES. OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TELEPHONE: (619) 546-3606 PIOE OR STRUCTURE WITHIN THE LIMITS OF PROJECT. DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND i2' 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE PUBLIC USE. COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- THEY HELP DECREASE EROSION. TO STARTING WORK NEAR COMPANY FACIL177ES AND SHALL COORDINATE FIELD VERTAIED. ALL EXISTING OR PROPOSED U77LITY CROSSINGS WITHIN LATION. WITH COMPANY REPRESENTATIVES. 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT 11, THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE ROLL DOWN CURB PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS DIVISION 48 HOURS IN ADVANCC OF BEGINNING WORK TO ARRANGE CONSTRUC7ON IS NOT IMMEDIATELY PLANNED FOR EROSION � WITHIN T WATER DISTRICT - FACE UNLESS \ c NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WA E FOR INSPECTION OF PROJECT. 760) 633 2770. CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY {� JOINING ONSiTE THE PROJECT AREA TELEPHONE. (760) 633-2709. 16, WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN 12" CONTRACTOR SHALL OBTAIN A PERMIT FROM THE C17Y'S ENGINEERING PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO \ 3' z APPROVED BACKFLOW DEVICE INSTALLED TO THE D/SR/C S SA77SFAC77ON SERVICES DEPARTMENT FOR ANY EXCAVA77ON WITHIN EXISTING CITY CURB (TYP.) _ D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR AND CURRENT WATER AGENCIES STANDARDS COMMITTEE�WASC) STANDARDS. RIGHT OF WAY. SHIELD AND BIND THE SOIL. > TO STAR77NG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OU IDE CITY OR COUNTY 13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL T WITH COMPANY REPRESENTATIVES. RIGHT-OF-WRY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE WORK FOR A PERIOD OF ONE YEAR AFTER ThE DATE' OF ACCEPTANCE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE tp. AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY EXCAVA77ON AND GRADING ACTIVITIES ARE COMPLETE 6° P.C.0 NOTICE: FOR ACT COX OF CABLES AND APPURTENANCES OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH , �URB CONTACT COX CA�JLE TELEVISION COMPANY 17, MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFEC77VE IN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED, TELEPHONE: (800) 422-4133 HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. WORKMANSHIP AN%OR MATERIALS WITHIN THE ONE YEAR PERIOD _ J 18. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING FROM DA 7E OF AC[[ EPTANC£ WITHOUT EXPENSE WHATSOEVER ON-SITE CONSTRUCTION MATERIAL STORAGE �� q 3'_\ I 153,94 8 CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS WATER SERVICES. TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL FG - DlRECTED BY THE CITY INSPECTOR. ABUSE OR NEGLECT STORED MATERIALS SHALL BE CONTAINED IN A MATCH 5" a 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING - ® A CURo 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) 14, CONTRACTOR SHALL FURNISH AND INSTALL PER SPECIFICATIONS, SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. EXIST. CURB THAT ARE AFFECTED BY THEIR PROJECT THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION CONTRACTOR SHALL STORE THESE PRODUCTS WHERE & SIDEWALK WEAKENEA CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED, 20. CONTRACTOR TO SUPPLY DOCUMENTA77ON SHOWING THAT ANY ASBESTOS THEY WIRL STAY DRY OUT OF THE RAIN, CONTRACTOR PLANE N WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. �+j+1 v a a JOIN SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL oo � Q' 10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. FUEL STORED ON-SITE EXISTING �-► 'Z' "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND 16. "AS-BUILT° DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL SIDEWALK « o® APPURTENANCES CONTACT TELEPHONE: 1-800--422-4133 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS ACCEPTANCE OF WORK. S7L7EWAL RAMP �2,&2 � WITH HIGH DEFLEC77ON COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ELIMINATE OR REDUCE POLLUTION OF STORMWATER (NO LIP) FL N� 11 POWER SOURCES AND RUN4 SERVING STREET LIGHTS SHALL BE ALIGNMENTS IN BOTH HORIZONTAL AND VER77CAL DIRECTIONS. DO NOT BEND 17, THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY ° ' _ _ SHOWN ON THE AS-BUILT IMPROVEMENT DRAWINGS. ALL PIPE BETWEEN COUPLINGS, SAW CUT INTEGRAL BELL END OF STANDARD PIPE MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS INCLUDE SOIL, , ETC. STOCKPILES SHALL BE PARING MATERIALS, ASPHALT CONCRETE, SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN AND MAY BE REQUIRED TO DEDICATE ADDI77ONAL ACCESS AGGREGATE BASE S' SIDEWALK- C�R6 C RAMP• SEE ,SECTION WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF END PIPE LENGTHS WITH DEFLEC77ON COUPLINGS FOR ALL RADII BETWEEN 140 EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. Q! ! A-A BELOW ENCINITAS. FEET TO 270 FEET. USE 19-FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS LOCATED AWAY FROM CONCENTRATED STORMWA TER E 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE L� 6.0° FOR 5,0' SIDEWALK FOR ALL RADII BETWEEN 270 FEET TO 560 FEET USE AN INTEGRAL BELL END FLAWS AND STORMORAIN INLETS STOCKPILES SHALL REQUIRED PRIOR TO CONNECTION TO SYSTEM. i( 12 NO PAVING SHALL BE DONE UN77L EXISTING POWER POLES ARE PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH TO BE COVERED OR PROTECTED WITH SOIL STABILIZATION li � a� 6.• RELOCATED OUTSIDE THE AREAS TO BE PAVED. FORM A CHORD. USE DEFLEC77ON COUPLINGS ON EACH END OF THE CHORD AND 19 NEW SEWER MAINS LESS THAN 36 INCHES IN MEASURES AND PROVIDED WITH A TEMPORARY CON77NUE THIS COMBINA77ON THROUGH THE CURVED ALIGNMENT FOR ALL RADII DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT SEDIMENT BARRIER AROUND THE PERIMETER AT ALL 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE BETWEEN 560 FEET TO 1 150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL PEDESTRIAN ( �� CITY ENGINEER PRIOR TO MAKING CHANGES IN THE NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY 7HE DISTRICTS REPRESENTATIVE. TELEVISION AFTER COMPLETION OF TRENCHING TIME S, FIELD, BACKFILL AND FINISHED GRADING BUT PRIOR TO 22. CALIFORNIA STATE LAW ASSEMBLY BILL OR RE 3 IS REQUIRING THAT NO-'LEAD PLACEMENT OF PAVEMENT OR PERMANENT TRENCH 5. TRAINING NOT TO SONDE 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE BRASS BE USED IN THE CONSTRUCTION M REPAIR I ALL POTABLE WATER CONTRACTORS' EMPLOYEES WHO PERFORM REFLEC77VE FACE OR EQUIVALENT SYSTEM EFFECT JANUARY 7, 2010. IN COMPLIANCE WITH THIS LAIN, THE DISTRICT RESURFACING. CONTRACTOR SHALL PROVIDE FOR PEDESTRIAN RAMP GENERAL NOTES: REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. TELEVISION INSPECTION. (SEC. 306-1.4.8)• CONSRUCTON IN THE CITY OF ENCINITAS SHALL BE 15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT 23. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL RAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS R A PRECONSUCT70N MEETING AND SHALL ROWDE AT LEAST 48 BE PROVIDED WITH CATHODIC PROTEC77ON IN ACCORDANCE' WITH WC-17 OR WC-18. STORMWATER POLL077ON CONTROL REQUIREMENTS O THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 114" DEEP SCORE LINES HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) THESE BMP NOTE'S SHALL BE AVAILABLE TO EVERYONE AND 118" RADIUS THE SPACING SHALL. BE APPROXIMATELY 3,14- O.C. 16 ALL CUT AND FILL SLOPES OVER THREE 3 FEET CREATED BY WORKING ON SITE THE PROPERTY O ER(S) AND THE GRADING FOR STREETS AND DRIVEWAYS ALL BE HYDROSEEDED FIRE NOTES." PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS 2 ELEVATION SHOWN ON PLANS (TOP OF CURB AND GUTTER ELEVATION). WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. 1. CONSTRUCTION MATERIALS PRIOR TO THE DELIVERY OF BUILDING ABOUT STORMWATER REQUIREMENTS AND THEIR OWN UN'DTIL THE MIXT REEGERMINATES ANDIGGRODWTHHYIS ESTABLISHED. CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING RESPONSIBILITIES. J. ALL CONCRETE SHALL BE 560-C-32501. COND177ONS SHALL BE COMPLETED TO THE SATISFAC77ON OF THE FIRE 4. TRANSITION FROM FULL HEIGHT CURB TO NO CURB. 17 NOES AIPEROF LS/GHT ABOVVEDTHE HORIZONTAL.TOFF, AND ALLOW DEPARTMENT. ® 2�X¢' TRUWCATED 90MG VeTeeTASLE NFAR1dIW4 rAVG�R'G 8,. 18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY Pet 'PILE Tew PAVIEft (Lu5AfAEM 3" TO 4" PERVIOUS CO RETE PAVERS (ORCO ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTTUTE THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY, (213) 31110-CPS60)OR ftUIVALIEWT. AQUA-BRIC PAVERS EQUIVALENT) OVER J0 APPROVAL OR RESPONSIBILITY OF ANY KIND FOR TFiE DESIGN OR ASTA4 2" BEDDING URSE OF 114"--318 WASHED CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN 19- CONCENTRATED FLOWS ACROSS DRIVEWAYS AND OR SIDEWALKS SHALL NOT PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY S TONES OVER BASE COURSE OF { °` 9L7 8 BE PERMITTED, DRAINAGE SHALL BE TRANSMIT D UNDER SIDEWALK, VEHICLES. 112" RADIUS 5' -�_" THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. G. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED 1 112" 8" pcc 60M6C19 SEE SECTION ON DWG 10528-G) 20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRPCT - 2 rs �' 3 MARK 1CH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED ° - - 1x,wA, v *WA-TUREp AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND oPEN 4ftA®ev SseNe SURVEYOR. 2. OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: ALL ROADWAYS SHALL a PER *S7 "TM 90Q. BE A MINIMUM OF 24 FEET IN WIDTH FOR MAIN ACCESS ROAD AND 16 FEET IN 2 27 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWF�R LATE M4 AND WATER SERVICE BY CHISELING THE LETTERS S„ WIDTH FOR PRIVATE DRIVEWAY, DURING CONSTRUC7ON AND MAINTAINED FREE 6° AGG. BASE (MIN.) AND W , RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE INSTALL 6" PFkFEkATED PVC PIPE Wt TN CURB, UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. IMPERMEABLE PVC LINER @ EDGE OF 20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A X-GUTTER. CONNECT PVC PIPE TO 18" MANNER AND LOCATION APPROVED BY THE INSPECTOR. RCP STORM DRAIN 0 MIN 1% GRADE 21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH TH STANDARD SEC ECIFICA7I0NS FOR PUBLIC S CONSTRUC7701d EDITION THE SAN DIEGO STA AID SPECIAL PRBV I Ica THE sTANDA �1 SEAS " £, . rAtr - F P IG G . Ci1 ?N (ALa. Y ? STAN0 REGI ' TA'. S COMT7 GI AL DRV4I�GS MARCH 2OD0 EDITr, CAL Nv STANDAB PLANS NOT TO SOLE PRO Vi d l R STFfEI OJ� (JULY 1 EDITION), AND THE SPECIAL 22 THE STRUCTURAL SECTION SHALL BE IN NCE WITH CITY LTA ETA ADDS A AS AP t Y T CITY R ALUE T ST$ SHALL IaEf Kim TO bkAinc.