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2008-963 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... SEWER NOTES LEGAL DESCRIPTION WORK TO BE DONE 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD (CARDIFF SANITATION DISTRICT) THE SOUTH ONE-HALF OF THE NORTHEAST QUARTER OF THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE ENGINEERING SERVICES DEPARTMENT FOR ANY WOW WITHIN THE SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION (LATEST EDITION), PLAINS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD ALL WORK SHALL BE DOME IN ACCORDANCE WITH THE STANDARD SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH( STREET RIGHT-OF-WAY. THE SAN DIEGO STANDARD PUB SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), RANGE 4 WEST, SAN BERNARDINO MERIDIAN IN THE COUNTY SPECIFICATIONS TREET CAND S AND SPECIAL PROVISIONS FOR IMPROVEMENT SUBDIVISION SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO GOVERNMENT STREETS AND STANDARDS REFERENCE DRAWINGS. 2 THE STRUCTURAL SECTION SHALL DA IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (ADOPTED BY THE SURVEY THEREOF, APPROVED APRIL 19, 1881. S.D.C. = SAN DIEGO COUNTY 'R ENCINITAS TS PUBLIC ROAD REQUIRFDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO S.D.W.D. = SAN DIEGUITO WATER DISTRICT CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING S.D.P. = SAN DIEGO PRECAST OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY SPECIAL PROVISIONS: A.P.N.: S.D.R.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 1. TRENCH WIDTH SHALL BE PER SORSO No.S-4 LNVLESS OTHERWISE 259-180-19 CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) NOTED. LEGEND' PROJECT BOUNDARY. 2. PIPE AND BEDDING CONDITIONS' S'IT'E ADDRESS THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT 4 ALL UIVDERGROUMD UTILITIES WITHIN THE STREET RIGHT-OF-WAY WATER NOTES SANDIEGIIITO WATER DISTRI (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED RELIEVE THE CONTRACTOR FROWN COMPLETING AN INDEPENDENT ANALYSIS OF THE SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO ( M ROCK BENEATH THE PIPE. 1150 MELBA ROAD QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR CONSTRUCTION OF BEEN CURB CROSS GUTTER AND PAVING. 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ENCINITAS CA 92024 THIS PROJECT. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SANI'X OVVPW" NO. ITEM & STD. DWG. STDS SYN30L 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 r �� OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. ACCEPTANCE. GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. SEA49t AGE66 �� `� THEFE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWNV OlN 2. UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO EXISTING MAINS WILL 22F N a AAA cr +n� INSTALL CYARB & GUTTER G-2 THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE BE MADE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN (C) P.V.C. AND A.B.S. SOLID WALL PIPE HE PICT FROM BOTTOM \/ cry AA/A acAru CA o�n7� \ OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 l/ d�^• ��^ /) INSTALL 0" CLN3B PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY '-' INCH CRUSHED ROCK. A.B.S.A BS SOLID WALL PIPE MAY USED ONLY , INSTALL AC PAVEMENT OVER CLASS II N/A SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT THE DEVELOPER. Wh1EK10(e(or1 >:N60%' a3 41 LL(, A SHOWN ON THESE PLANS. WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LIME SEWERS, VIiL 2t%AwA Wr'1)1iV L1R81L1v Cor1P+►A� AB (SEE TYPICAL SECTION FOR DIMS) XN 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN 30RV f%jL►4*A STeOrT, S'SF At INSTALL 5' WIDE SIDEWALK G-7 O TO BE DOME SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR GRADE OF STREET. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE ( CoSTA tArSA, CA gZt52(e- ,5A TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE USED LN4LESS OTHERWISE DIRECTED BY THE INSPECTOR. \ 3 0 EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRICTED CLEAR OF DRIVEWAYS. INSTALL CONCRETE CROSS/ RIBBON GUTTER G-12IG-13 (7147 5'57- 511 0 FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT RE NECESSARY BECAUSE OF BOX FOR EACH RESIDENTIAL LOT 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER ��`� `�� REVISIONS TO PLANS IF REVISIONS A . SORSD No.S-17. POURED IN PLACE MAMiOLE BASES SHALL BE A INSTALL FH ASSEMBLY WAS W=-01 ACTUAL LOCATION OF EXISTING FACILITIES. MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE PRECAST MAN-OLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH BANGOR LIME • ' • 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WOW. COLLECTOR SYSTEMS WITH INSPECTORS APPROVAL. COMPANY PRIOR TO STARTING WOW NEAR COMPANY FACILITIES 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB.UaB, IF NO SIDEWALK 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER SUBDIVISION BOUNDARY - - AAC REP ESENTATIVES.SHALL COORDINATE HIS WORK WITH COMPANY EXISTS; OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE SORSD Nos.S-13 AND S-14. LATERALS SHALL NOT DISCHARGE LOT LINE REPR CONSTRUCTED. DIRECTLY INTO MANHOLES. NOTICE ALL ELECTRIC AND GAS SERVICES WITHIN 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER EXISTING CONTOURS B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER THIS PROJECT ARE OR LOCATION MAIN. SORSO W.S-10, TYPE A. PROPOSED CONTOURS INSTALLATIONS".CAB FOR LOCATION OF 7. ALL MAINS AND LATERALS SHALL BE CONSTRICTED WITH 42-INCH EXISTING EASEMENT ELECTRICAL CABLES AND GAS PIPING AND 9. CONTRACTOR SHALL OBTAIN ENCROA(7-NENT PERMITS FROM THE CITY MINIMUM COVER. TELEPHONE:APPURTENANCES,800 422-41 E (DIG ALERT) RI ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS PROPOSED EASEMENT - - - - - RIGHTS-CF-WAY. AMC LATERALS SHALL BE SHOWY ON ORIGINAL AS-BUILT PLANS• _ 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE PRIOR? TO ACCEPTANCE OF WORK. STARTING STARTING WOW NEAR COMPANY FACILITIES AND SHALL COORDINATE WATER LIMES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY, g_ ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE EXISTING SEWER HIS WORK WITH COMPANY REPRESENTATIVES. CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER EXISTING WATER NOTICE. ALL ALL TELEPHONE SERVICES WITHIN THIS LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER PUBLIC USE. PROJECT BOUNDARY ARE "UMDEAGROLNO DISTRICT OFFICE. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- EXISTING TELEPHONE T T- INSTALLATIONS". FOR LOCATION OF LATION. EXISTING EDGE OF PAVEMENT CABLES AND APPURTENANCES CONTACT 11. PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE -�-� PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS PACIFIC BELL. DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE EXISTING TELEFIRDNE' 1800 422-4133 (DIG ALERT) AGENCIES STANDARDS COMMITTEE'S (NASD) SPECIFICATIONS. FOR INSPECTION OF PROJECT. (760) 633-2770. 9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING OWNER'S CERTIFICATE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR INSPECTION OF PROJECT. RIGHT WAY. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANCES TO 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL THESE PLANS. NOTICE. ALL WATER SERVICES WITHIN THIS INSTALLATION. WOW FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A PROJECT BOUNDARY ARE '1NDERG4?OUND OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR INSTALLATIONS". FOR LOCATION OF 14. APPROVAL OF THIS PLAN BY SOWD DOES NOT CONSTITUTE A OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 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 ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF SAN DIEGUITO WATER DISTRICT. EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR WORKMANSHIP AND/O? MATERIALS WITHIN THE ONE YEAR PERIOD THE IMPROVEMENTS. TELEPHONE: 1 800 422-4133 (DIG ALERT) STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E. LINE TO THE OWNER EXCEPTING ORDINARY WEAR AND TEAR UNUSUAL THESE PLANS WITHIN EXISTING; CITY RIGHT-OF-WAY WITHIN 60 DAYS 10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CROSSINGS LINE PARALLELING, 11♦R PROPOSED CONNECTION SHALL BE ABUSE OR NEGLECT. A FTER ISSUANCE OF TIE CONSTRUCTION PERMIT AND TO PURSUE SUCH CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED WORK ACTIVELY ON EVERY NORMAL WORKING DAY INITIL COMPLETED, FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS D40FUVEWNTSL AND BEAR THE COST OF RELOCATIONS IF NEEDED. WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THE APPROPRIATE BURIED UTILITY WARMING AM IDENTIFICATION �. IRRESPECTIVE AM INDEPENDENT OF ANY OTHER WOW ASSOCIATED WITH IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO GROSS UNDER WATER TAPE ABOVE ALL PUBLIC SEWER LINES AND PORTIONS OF SEWER '��_ �_ � --� THI,; PROJECT OR LNIDEDR MY CONTROL 11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. 'PPURTGNAND INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: TELEPHONE: 1-800-422-4133 16. WATER CONNECTIONS TO CONNNERCIAL DEVELOPMENTS SHALL HAVE AN 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. � APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS 16. "AS-BUILT" DRAWINGS MAST BE SUBMITTED PRIOR TO FINAL 12 POWER SOURCES AND HUNS SERVING STREET LIGHTS SHALL BE SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE ACCEPTANCE OF WORK. Al LCk- 15-59LL DATE SHOWN ON THE AS-BUILT" IMPROVEMENT DRAWINGS. ALL (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO !°V ' iN 225 W P 2A ^T ' 101 SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT J�+> 1 t�Tou EN(��1'OAS III LLCM A ��-^.,� p -/ A nM7r MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS A 4Ol, x20745 7 WAY OR WITHIN EASEMENTS DEDICATED TO THIS CITY OF EASEMENT. REPAIR MAINTENANCE AID ANNUAL TESTING OF BACKFLOW '7I'L-ArWAOLt' L1HI jeTl LINEILITi Cor11�M f DEVICE ARE RESPONSIBILITY OF OWNER. AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS ( F�til��fr79-1983 ENCINITAS. EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. \\ 5010 ?VL MAN 6TiE j STir A �--�. 13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 17. MINIM LM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIFE 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE COSTA M{SA, CA, '1Z�24-5to I - T OF ENGIlVEER OF WORK RELOCATED OUTSIDE THE AREAS TO BE PAVED. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. REQUIRED PRIOR TO CONNECTION TO SYSTEM. �71y) 357-5311 14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 18. UTILITIES TO MAINTAIN MINIMIUM 5 FOOT SEPARATION WHEN PARALLELING WATER THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE CITY ENGINEER PRIOR TO MAKING CHANGES IN THE SERVICES. ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND FIELD. NOTE TO CONTRACTOR: PRACTICES OF THE ENGINEEER S TRADE OR PROFESSION. THE ENGINEER 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE EXISTING WATER FACILITY (FIRE HYDRANT, VALVES VALVE BOXES ETC.) CONTRACTOR TO VERIFY EXACT HORIZONTAL AND VERTICAL ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY REFLECTIVE FACE OR EQUIVALENT. THAT ARE EFFECTED BY THEIR PROJECT. LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO ORDERING OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW 2p. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS MATERIALS. POTHOLE INFORMATION TO 13E PROVIDED TO PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC 16 CONTRACTOR? SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A A PRECONSTRRUFCTION MEETING AND SHALL PROVIDE AT LEAST 48 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A ENGINEER OF WORK TO CONFIRM THERE WILL 5E NO CONFLICT DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. WITH EX1517N6 UIXIDE5. SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE STREETS AND DRIVEWAYS SHALL BE ED BY 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS DOES NOT RELIEVE THE ENGINEER OF RESPONISIBLIITY FOR THE PLANS OR 17 ALL CUT AID FILL SLOPES OVER THREE (3) FEET CREATED GRADING FOR M EAT EELED WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND IILEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS WITH CITY OF ENCINITAS APPROVED HYDROSEEO MIXTURE. PIPE BETWEEN COUPLINGS, SAW CUT INTEGRAL BELL END OF STANDARD PIPE OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS OR LNNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES 18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH DEFECTION ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND-ENPLOYMENT NO ESCAPE LIGHT ABOVE THE HORIZONTAL. COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 550 FEET. USE AN INTEGRAL AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE 19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE OILY. CITY OFFICIALS SIGNATURE HEREON ODES NOT CONSTITUTE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT BY. APPROVAL OR RESPONSIBILITY FICIAL SIGNA OF ANY KIND DOES THE DESIGN Ut FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICTS WILLIAM LAOTIN SUITER D CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) REPRESENTATIVE. Py BL RCE W. 6SK4 QAOfESSIO 20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AID/OA SIDEWALKS SHALL NOT tiG+ 1� �USTjy BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, 22. CONTRACTOR TO l'OMPLETE WORK UNDER INSPECTION BY SAN ER WITH TO WATER I N 535 N ENGINEERING INC. ypV SG c�`y DISTRICT. SAN DIEGUITO WATER DISTRICT TO SHUTDOWN WATER WITH TWO WEEKS 535 N. COAST HIGHWAY 101 h ., /' m THROX�H FACE OF CURB, TO GUTTER IN PUBLIC STREET. �+ y '" r` NOTICE. SOLANA BEACH CA, 92075 ti ti A z 21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH o to Sff ¢ = No. 68964 a MARK WHICH IS DISTURBEO OR DESTROYED SHALL BE RE-ESTABLISHED N PISA 1452E Exp. 12/3!/09 AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND --4 o SURVEYOR. m MELBA RD a q� CIVI\V 22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER EV RGREEN DR AFCA1IF LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 'S" AND "W'; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE SANTA FE DR CURB. Q L� V"Z IO PACIFIC ~ AS BUILT ENCIMrAS FIRE PROTEG'1TON DIET. SAN DEBGUr O WARD DI3IRICP Pic WOPM PABSS REC RELK17 N = ^� m PAS C 0 LAR ET SUITER REVIEWED BY. E BY I WED BY. REVI BY:rot W. JUSTIN SUITER DATE �• � �^ 3_0 Ya ✓ VICE, MAP & ASSOCIATES l3/� q CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING R. C. E. NO. 68964 .J ' �9 I S 0 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 A DATE: DATE: TE. NTS ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com EXP. 12-31-09 SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHIKARK SCALE (} BLJRDIN(} �SIeiD ev DRAWN BY CHECKED evQVALS Q'1'y OF ENGIIVTI'AS BNGIIVEBRING DEPARTMENT DRAWING NO. DESCRIPTION: 2. 5" CITY OF ENCINITAS PLANS PqEPAARED UNDER THE SUPERVIS ON OF RECOMMENDED APPR(TI D IMPROVEMENT PLAN FOR BRASS DISC. REVIEWED BY' z ET'KE E OCA r11 SHT Qtr ca '�'� HEADWALL ONE THEEWESTFSIDE OF HORIZONAL NA DATE: S BY: BY: MELBA ROAD & BALOUR DRIVE %3-I BONITA DRIVE, 225 ' NORTH OF VERTICAL NA d'25 a� R. C. E. NO. 68964 DATE: L _�a1 DATE: 1 _ SANTA FE DRIVE. DATE: W. JUT IN SUITER T ELEVATION: 282. 72 DATUM: NA VD 88 EXP. 12-31-09 PLANNING CASE NO: 06-005 TM/DR/COP APN: 259-180-19 SHEET 1 OF 3 Mon. 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