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2007-718 I (Plans) I GFUNTRAL N07ES GENERAL N07ES CON SEWER NOTES LE GAL DI ESC ON W ORK TO BE DONE 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDAH,?1:E WITH THE ST PORTION OF PARCEL 9 OF PARCEL MAP 12032 RECORDED MAY ASS TAT.ION CIS IMPROVEMENT ENG'A'ERINa SERRVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION � � > CONSIST OF THE FOLLOWING WOW TO BE DANE ACCORDING TO TH ( N1 6, 1982 IN BOOK OF PARCEL MAPS AT PAGE 12092 RECORDED STREET RIGHT Y. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE DIEGO REGIONAL STANDARDS COMMITTEE), ACCORDANCE WITH CITY SA STA ALL WORK SHALL BE DONE IN ACCORDANCE WITH HE STANDARD PLANS THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC S STAt�TAF SPECIFICATIONS FOR PUBLIC WO ANDA IN THE OFFICE OF THE COlJNNY RECORDER N SAN DIEGO , NT WOWS CONSTRUCTION ADOPTED BY THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTItN, {LATEST EDITION SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROr � OF IVISII�1 2 THE ST ( ), C ITY O AND LOTS 4 AND 5 IN BLOCK I0, , S TAT E O IN THE R(.�TUR #L SECTION SHALL BE SAN AND THE SAN DIEGO THE SAN DIEGO STANDARD SPECIAL PADVISTC1Nu� TO THE STANDARD STANDARDS REFERENCE DRAWINGS. ). CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF STREETS AND STANDARDS SPEC FICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE = OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). CALIFORNIA, ACCORDING r0 MAP THEREOF NO. 14S FILED IN S.D.G. SAN DIEGO COUNTY "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, S.D.W.D. = SAN DIE13UITO WATER DIS NICT CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING JUNE 12, 1883. S.D.P. SAN DIEGO PRECAST OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY SPECIAL PROVISIONS. S.D.A.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO A.P N.: 258- 161 -11 S.D.G.E. = SAN DIEGO GAS & ELECTRIC CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) 1. TRENCH WIDTH SHALL BE PEP SDRSD No.S -4 UNLESS OTHERWISE PROJECT BOUNDARY. NOTED. SSPWC = STANDARD SPECIFICATIONS FOP PUBLIC WOWS CONSTRUCTION "GPFEN800K" 2. PIPE AND BEDDING CONDITIONS. S AMPLES LE GEND . 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT- OF-WAY WATER NO (SAN DIEGUHO WATER DIS CT) (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED 687 SOUTH COAST HIGH THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT SHALL UC CONSTRU CONNECTED AND TESTED PRIOR TO / ROCK BENEATH THE PIPE. ENCINITAS, CA 92024 RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSTS OF THE CONSTRUCTION OF BERhf, CURB, CROSS GUTTER AND PAVING. I. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO (8) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES PIPE TO 12 INCHES MINTAN ABOVE THE PIPE SHALL BE SAND, OVVAlER/ THIS PROJECT. FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING JOHN DEWALD, MANAGER OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. ACCEPTANCE. GRANULAR MATERIAL HAVING A SAND EQUIVALENT 30 OR BETTER. TOY FACTORY 101 ENCINITAS, L.P. NO. ITEM & STD. DWG. STDS SYMBOL THERE PLA S. OTHER EXISTING FACILITIES EXCEPT AS SHOWN CHJ 2 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL r A LIMITED CALIFORNIA PARTNERSHIP THESE PLANS. OTHER H OWEVER THE CONTRACTOR IS REQUIRED TO TAKE (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEP' .NG FROM BOTTOM 1855 FREDA LANE, CARDIFF, CA 92007 1; INSTALL CURB & GUTTER G -2 PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY BE MADE BY THE CONTRACTOR, CINDER THE SUPERVISION OF THE SAN OF PIPE TO 12 INCHES MINIMUM ABOVE TIC PIPE SHALL BE 314 619.709.2631 SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY 2 INSTALL WATER SERV. CAT. (SIZE PER PLAN) WAS THE DEVELOPER. r OWNE - OS CER CATE - T BE DONE SHALL 8E CONFIRMED BY FIELD MEASUREMENTS PRIOR SHOWN ON THESE FLANS. WHERE PIPE INVERT GRADES ARE 1% 0 GREATER. 3 INSTALL SEWER LATERAL (SIZE PER PLAN) S -13 �/ 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO q (� PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THESE PLANS. INSTALL GAS SERVICE (SIZE PER PLAN) SDGE TO O GRADE OF STREET. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. USED UNLESS OTHERWISE DIRFC "IED BY THE INSPECTOR. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 5 INSTALL 4" AC PAVEMENT OVER 6" CLASS 11 AG BASE SSPWC FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PEA REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ti INSTALL TYPE 'A -4" CLEANOUT D -9 REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES T THE TIME OF POUR. BOX FOR EACH RESIDENTIAL LOT. MONOLITHIC POUR FINISHED COMPLETE A ACTUAL LOCATION OF EXISTING FACILITIES. ARE NECESSARY FOR AND DESIRABLE FDA THE PROPER COMPLETION OF � INSTALL MJDIFIED TYPE 'F" CATCH BASIN p -7 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH THE IMPROVEMENTS. 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CALIFORNIA DIVISION OF SAFETY FOP ALL TRENCH WORK. COLLECTOR SYSTEMS WITH INSPECTORS APPROVAL. - COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PEA THESE PLANS WITHIN EXISTING CO TING CITY I HT -OF WAY WITHIN 60 D S N 8 INSTALL TYPE "B -1" CURB INLET D -2 AND SHALL COORDINATE HIS WORK WITH COMPANY 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK REPRESENTATIVES. EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE SDRSD Nos.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH 9 INSTALL TYPE 7 6-5" CLEANOUT D-10 ED CONSTRUCTED. DIRECTLY INTO MANHOLES. WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN S. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER IRRESPECTIVE Ayp INDEPENDENT OF ANY OTHER WORK ASSOCIATF ' WITH !0 INSTALL TYPE "I" CATCH BASIN D -2I THIS PROJECT ARE "UNDERGROUND MAIN SDRSO No.S -10, TYPE A. THIS PROJECT OR LWEA Y GON1ROL INSTALLATIONS ". FOR LOCATION OF 2t SAWCUT J ELECTRICAL CABLES AND GAS PIPING AND 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH APPURTENANCES, CALL S.D.G.& E. OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY MINIMUM COVER. / /� 12 INSTALL 4" PVC DRAIN PIPE SSPWC TELEPHONE.' 1 800 422 -4133 (DIG ALERT) RIGHTS -OF -WAY. B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS l °^" / - w AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS JOHN DEWA 13 INSTALL 18" RCP DRAIN PIPE SSPWC 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE PRIOR TO ACCEPTANCE OF WORK. MANA ER DATE STARTM WOW NEAR COMPANY FACILITIES AND SHALL COORDINATE WATER LINES APE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, PACrFIe ATiON PROPERTY, A ©EIAWAQE UMiTEO I.IABILITY CO. HIS WORK WITH COMPANY REPRESENTATIVFS. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE 9, ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVLJ BY THE A LIMlI" CALIFORNIA PARTNEHSHIP 14 INSTALL 24" RCP DRAIN PIPE SSPWC & NCTD - - - RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER DISTRICT ENGINEER IN WAITING PRIOR TO ACCEPTANCE FOP 1855 FR DA LANE, CARDIFF, CA 92007 NOTICE: ALL TELEPHONE SERVICES WITHIN THIS LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER PUBLIC USE. 619.709.2631 15 INSTALL 30" RCP DRAIN PIPE SSPWC - - - PROJECT BOUNDARY ARE "UNDERGROUND DISTRICT OFFICE, 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL - INSTALLATIONS". FOR LOCATION OF LATION. 16 INSTALL SEWER MANHOLE S -2 CABLES AND APPURTENANCES CONTACT 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE STATEM OF EIV GRVEER OF WO PACIFIC BELL. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS i7 INSTALL 8" PVC SEWER MAIN (SDR -35) N/A 5 TELEPHONE 1 800 422 -4133 (131G ALERT) AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE FOR INSPECTION OF PROJECT. (760) 633 -2770. 18 ` INSTALL 8" PVC WATER MAIN (,ADO CL 7.00 WAS W 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND 9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WAILR DISTRICT DEPART 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING PRACTICES OF THE ENGINEEER S TRADE OR PROFESSION. THE ENGINEER = PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL FOR INSPECTION OF PROJECT. SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 19 B" GATE VALVE WAS • COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. RIGHT OF WAY. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY NOTICE: ALL WATER SERVICES WITHIN THIS 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW 2p; INSTALL TEE WAS INSTALLATION. WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC PROJECT BOUNDARY ARE "UNDERGROUND OF THE WORK BY THE OWNER AND SHALL REPAIR QA REPLACE ANY ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A 2!`, INSTALL PEDESTRIAN RAMP G -28 & G -30 INSTALLATIONS ". FOR LOCATION OF 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL WATER MAINS AND LATERALS CONTACT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF; OR THE MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEF►EFO, SAN DIEGUITO WATER DISTRICT. EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS QA 0 2 INSTALL 6" AC BERM G -5 TELEPHONE: 1 800 422 -4133 (DIG ALERT) STPIICTURE WITHIN THE LIMITS OF THIS PROJECT. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS 23 INSTALL C,C S GUTTER G -12 10 IF SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO ABUSE OR NEGLECT. OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY ZI{ INSTALL IZ" PVC WPTEIC M•A)P 6•900,CLZSO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED CROSSING WAS W S LINE PARALLELING, Oil PROPOSED CONNECTION SHALL BE INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR FIELD VERIFIED. ALL EXISTING OR PROPO,StJ UTILITY CROSSINGS 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPEC r-Tr­ -0NS INJURY BOUNDARY ®�....� IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS IF NEEDED. WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THE APPROPRIATE BURIED UTILITY WARNING AND ILJtNljr- .aATION OMISSI OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES SUBDTVISIn 11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT LOT LINE 'UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. AND ARISING OUT 7F THE WORK PERFORMED BY THE ENGINEER. -- - . -• APPURTENANCES CONTACT: TELEPHONE: 1-800- 422 - 4133 16, WATER CONNECTIONS TO COMMERCIAL DEVELOPMFN7, SHALL HAVE AN 15. '= EXISTING CON i JURS 0A SEWER LITERAL TABLE, SEE SWEET 2. 12 POWER SOURCES AND AUKS SERVING STREET LIGHTS "yHALL BE PROPOSED CONTOURS APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS 16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PPTOR TO FINAL SATISFACTION AND CURRENT WATE;T AGENCIES STANDARDS COMMITTEE ACCEPTANCE OF WORK. BY: SHOWN ON THE AS- BUILT" IMPROVEMENT DRAWINGS. ALL `" EXISTING EASEMENT - - - - SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- - (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY 11. W. JUSTIN UITER DAT WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS rrNSTRUCTFD hrT,llT%f F.ASFMENTS RCE No. 6 4 �,ppFESS2 PROPOSED EASEMENT ENCINITAS. AND MAY BE REQUIRED TO DEDICATE ADDITIONAL - e EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW �LL55 �p u9STr� 4 C CENTERLINE - DEVICE ARE RESPONSIBILITY OF OWNER. EASEMENTS TO MAINTAIN THE PUBI TC SEWERS. PASCO ENGINEERING INC. �Q �pl�' S2 t"� i3 NO PAVING SHALL BE DONE L#gTTL EXISTING POWER POLES ARE 535 N. COAST HIGHWAY 101 h a ✓, s) EXISTING SEWER �, 4•�• �• RELOCATED OUTSIDE THE AREAS TO BF P9VED. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE IB. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE SOLANA BEACI CA, 92074 M ti n` z HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. REQUIRED PRIOR TO CONNECTION TO SYSTEM. No. uJaj-I ' 7XT3TJd.; dJ,i,_rl 14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE PE 1409 tup. 12/31/09 '� CITY ENGINEER PRIOR TO MAKING CHANGES IN THE 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER EXISTING TELEPHONE' SERVICES. FTP-L.O. sT CIVIL EXISTING EDGE CST PAVEMENT 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY q OF CALIF MASONRY RETAII':NG WALL PER PLAN .� 15 ALL SIGNS TO BE ALLM►INUM WITH FOOT HIGH INTENSITY TYPE EXISTING WATER FACILITY (PYRE HYDRANT, VALVES % VALVE BOXE. ETC.) REFLECTIVE FACE OR EQUIVALENT. THAT ARE EFFECTED BY THEIR PROJECT. AS -B UILT NOTES SBEET ''" 16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS PRIOR TO ENGINEER OF WORK PROCESSING AS BUILT PLANS, INSTALLERS 1) TITLE SHEET "m A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A OF WET UNDERGROUND UTILITIES ARE TO FURNISH WRITTEN 2) NCTD NOTES/ SO PROFILES/ 101 CURB TABLE HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) MANNER ACCEPTABLE BY THE SAN DIT-GO COUNTY WASTE DIVISION. CONFIRMATION THAT THESE FACILITIES HAVE BEEN INSTALLED IN 3) E STREET PUBLIC IMPROVEMENT/ SEWER PLAN HIYDROSEEDE 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS SUBSTANTIAL CONFORMANCE WITH THE DESIGN AS SHOWN ON THE GRADING FOR STREETS AND DRIVEWAYS SHALL BE 17 ALL GUT AND FILL SLOPES OVER T HEE f3) FEET HYDRO SEEDED B D WITH{ HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOP CURVED APPROVED PLAN. NONCOMPLIANCE WITH THIS REQUIREMENT MAY 4) COAST HIGHWAY 101 PUBLIC IMPROVEMENT/ SEWER PLAN ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND RESULT IN THE APPLICANT HAVING TO EXPOSE SUCH FACILITIES AND 5) F STREET PUBLIC IMPROVEMENT/ STORMORAIN PLAN WITH CITY OF ENCINITAS APPROVED HYDROSEED MI ffLIRE. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE INCUR EXTRA COSTS TO OBTAIN ENGINEERS VERIFICATION OF SAME. HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK AND BEVEL END FOP USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN 6) VULCAN AVE PUBLIC STORMDRAIN PLAN UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. ENO PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 7) VULCAN AVE PUBLIC IMPROVEMENT/ STORMORAIN PLAN FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION 18 All LUMINAIRES SHALL PROVIDE TRUE 90B CUTOFF, AND ALLOW COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. U ;F AN .:aTEGRAL B) TRAFFIC SIGNAL PLAN NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN rND PIPE 9) TRAFFIC STRIPING PLAN _ F LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE 19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT' 10) TRAFFIC CONTROL PLAN µ ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE FOR ALL RADII BETWEEN .60 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 11) TRAFFIC CONTROL PLAN APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THIS DEFTGN OR 9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S 12) TRAFFIC CONTROL PLAN a CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APH LICABLE) REPRES'r"NTATIVE. 13) TRAFFIC CONTROL PLAN 9 EiVAdTfAs 20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT 22. CONTRACTOR TO COMPLETE WORK CINDER INSPECTION BY SAN DIEGUITO WATER 14) TRAFFIC CONTROL PLAN BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, DISTRICT. SAN DIEGUITO WATER DISTRICT TO SHUTDOWN WATER WITH TWO WEEKS THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. NOTICE. 15) TRAFFIC CONTROL PLAN 21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 7 c c MARK WHICH IS OTSTLRBED OR DESTROYED 8E RE­ESTA AND REPLACED BY A FEGISTERED CIVIL ENGI OR A LICENStO LAW F SURVEYOR. • wos cn i E Sr 2 2 T H E D E V E L O P E R SHALL M A R K T H E L O C A T I O N O F E A C H S E W E R F LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "5" AND "W RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE ATTEND CONO ICUPCY70N w � 5r CURB. MEE77NO WITH NCTV PR IOR TO 23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText