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1996-4837 I (Plans)
GENERAL NOTES WATER NOTES SEWER NOTES � PE DEDICATED RW APN. 258- 111-21 AND 256- 340 -35,36 • EAST END OF SEACREST WAY, ENCINITAS, CA. ALL WORK TO BE DONE IM ACCORDANCE WITH THE STANDARD t0' 20' 10' 20' x• 1 A PERMIT SHALL 9 OBTAINED FROM THE CITY Of ENCINITAS 1) WATER MAINS, L ATERALS AND APPURTENANCES SHALL BE (LATEST s,AwcuT LINE ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, STREET RIGHT -OF -WAY. THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO AC OVERLAY -, 3' 0 ERMERAR=- FRANCIS E. MOJIIER BECK PROPERTIES, INC. AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2, 9 G'CURB & GUTTER PO BOX 231005 480 CAMINO DEL RIO SOUTH 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY YEAR AFTER THE DATE OF ACCEPTANCE. CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL ppST }RVING I EINCINITAS, CA. 92023 SUITE 115 OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARDS COMMITTEE) , THE SAN DIEGO REGIONAL STANDARD a BASE- 201 I n �-ITE a RECONSTRUCT SAN DIEGO, CA. 92108 ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 2) UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO EXISTING MAINS DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL :,� 2:1 SLOPE UP TO CURB CONSTRUCTION. WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF PROVISIONS: - = - ELEV• T013EDtJ1VS WTM SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE - 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS CNEREXC PER SOILS e -EXIST. 2 :I SLOPE PEIR CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- OTHERWISE NOTED. ENGINEER'S RECOMMENDATIONS ` N FIELD SURVEY BY IMPROVEMENTS CONSIST OF THE FOLLOWING WOW TO BE DONE ACCORDING TO THESE \ -• PASCO ENGINEER PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD PROJECT BOUNDARY. LINING. TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN TYPICAL SECTION \ SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2. PIPE AND BEDDING CONDITIONS: STREETS AND STANDARDS REFERENCE DRAWINGS. 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER (A) ALL PIPE SHALL HAVE 4" MINIMUM Or SEACREST WAY SHALL BE CONSTRUCTED. CONNECTED AND TESTED PRIOR TO MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW 3/4 INCH CRUSHED ROCK BENEATH THE STA +48.73 TO STA.7 +71 EXIST. GROUND S. 0. W. 0. = SAN DIEGUITO WATER DISTRICT CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING. CENTER LINE FINISH GRADE OF STREET. PIPE. SING aE E51�AT NTS �� S.O.R.S.O. SAN DIEGO REGIONAL STANDARD DRAWINGS 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. (B) V.C.P. AND A.B.S. TRUSS PIPE 8EDDING FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH FROM BOTTOM OF PIPE TO (12) TWELVE toow HPS S1 LIGHT N� 1� STD D�W�3 OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. 5) CONTRACTOR TO FURNISH COPPER WATER SERVICE AND METER BOX INCHES MINIMUM ABOVE THE PIPE SHALL r THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON FOR EACH RESIDENTIAL LOT. BE SAND, GRAVEL, CRUSHED AGGREGATE THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE NATIVE FREE - DRAINING GRANULAR ��, t I s , 10 10 CONSTRUCT 4 AC PAVING OVER 6" AB OR 1AM0 PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE MATERIAL HAVING A SAND EQUIVALENT OF ,,,f• NATIVE BASED ON "R" VALUE. (SEE NOTE 2) SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 30 OR BETTER. e�' a GUTTER t , ' SHOWN ON THESE PLANS. � ELEV. AS Z ;� CONSTRUCT 6" TYPE W G" CURB AND GUTTER PER 4,66'3LF 7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO (C) P.V.C. AND A.B.S. SOLID WALL PIPE 2' IN PROFILE PROP. W.M •LOC SDRSD G - 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE BEDDING FROM BOTTOM OF PIPE TO 12 2'/. • TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SIDEWALK WILL BE CONSTRUCTED. INCHES MINIMUM ABOVE THE PIPE SHALL �,' Q CONSTRUCT a PCC SIDEWALK PER SDRSD G -7. i 11,6153 SF TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE BE 3/4 " CRUSHED ROCK. A.B.S. SOLID TC EL EV. + Q+04' 8 C EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WALL PIPE MAY BE USED ONLY WHERE - - 71 - - - UNLESS OTHERWISE CONSTRUCT ROSS GUTTER PER SDRSD G - 12. 1, 01e SF FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT WATER MAIN. PIPE INVERT GRADES ARE IX OR SEE NOTE 2FOIR 1. FT.OVEREX. SHOWN REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF GREATER. STRUCTURAL SECTION TYPICAL.CTiON CONSTRUCT B' MID -BLOCK CROSS GUTTER PER .� 4'S7 SF ACTUAL LOCATION OF EXISTING FACILITIES. 9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT MOM-THE SDRSD G -13. CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEACREST WAY 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC RIGHT -OF -WAY. SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL STA 8+55.96 TO sTA 12 +5023 CONSTRUCT 24' WIDE CONCRETE DRIVEWAY PER tO,ZOSF COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR NTS SDRSD G-14. ( UNLESS OTHERWISE SHOWN) AND SHALL COORDINATE HIS WORK WITH COMPANY 10) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN PRESSURE TEST SHALL BE USED UNLESS OTHERWISE AI/S1?�'G xv A -S �.q tSO Ar P � REPRESENTATIVES. WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY DIRECTED BY THE INSPECTOR. CONSTRUCT TYPE A PEDESTRIAN RAMP PER :y 4EA NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN RIGHTS -OF -WAY. CITY OF ENCINITAS RIGHTS -OF -WAY. PRIVATE mW 0SN Rev t 3 /AE �N4Y• SDRSD G -27. THIS PROJECT ARE "UNDERGROUND EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD INSTALLATIONS ". FOR LOCATION OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY NO. S -17. POURED IN PLACE MANHOLE BASES SHALL BE A p e' 1e' 1 CONSTRUCT TYPE V CURB I NLET (LENGTH I CA ELECTRICAL CABLES AND GAS PIPING AND SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 14ONNOLITHIC POUR FINISHED COMPLETE AT THE TIME OF PROP W.M.LOC SHOWN ON PLANS) PER SDRSD D - APPURTENANCES. POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE s' S' RT.TC= J.+070'FT. 5 11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S 2' LT.TC•�+FT• .70' _ CONST STANDARD STREET SIGN PER SDRSD + IIEA TELEPHONE: 1 600 422 -4133 (DIG PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN APPROVAL. � -• ALERT) DIEGUITO WATER DISTRICT'S SPECIFICATIONS. F N :, - j ; CM J5rRtXT E! "x15 "CMPA SrO04 MAIAJ Pty 5. THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER SDRSD i'1�. 8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 1 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION NO. S -13 AND S -14. LATERALS SHALL NOT DISCHARGE ; SLOPE CauSn¢U "L "TT'1°rE HfROWAGL PE s�ues 0 -37 CEA PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DIRECTLY INTO MANHOLE. _ VARIS COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO 1 SLOPE 2:1 MAX. CONSTRUCT TYPE "A" CURB OUTLET PER SDRSD t 4EA ARRANGE FOR INSPECTION OF PROJECT. S. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD VARIES iS0*FT OVER EX• D -25. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS NO. S -10, TYPE A. 2.1 MAX. SEE NOTE 2 FOR STRUCTURAL SECTION PROJECT BOUNDARY ARE "UNDERGROUND !3) FILL AREAS MUST BE COMPACTED TO 90X, PRIOR TO PIPE DE CONSTRUCT SIDEWALK UNRDRAIN PIPE PER .� s INSTALLATIONS ". FOR LOCATION OF INSTALLATION. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 TYPICAL SECTION SDRSD D -27. 66EA CABLES AND APPURTENANCES CONTACT THE 14) APPROVAL OFTHISPLA"fff SAN OIEGUITO WATER DISTRICT DOES NOT INCH MINIMUM COVER. P ACIFIC VIEW LANE 1"1-16 PACIFIC TELEPHONE COMPANY. CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE SEA 8 " VIEW COURT 41 CONSTRUCT ! ACP STORM DRAIN PIPE. s = = _ = %1" TELEPHONE: 1 800 422 - 4133 (DIG LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY S. THE FINAL LOCATION AND ELEVATION SEWER AND WATER ALERT) UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS- CONSTRUCT STREET SURVEY MONUMENT PER O TEA OF THIS PROJECT. BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. It SDRSD M -10. 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO EXISTWOOD CONTACT THE UTILITY AGENCIES. ADVISE THEM OF THE PROPOSED 15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, 9• ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED 1t' FENCE CJ INSTALL FIRE HYDRANT MARKER.PER SOPS O SE IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO M -19. CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ACCEPTANCE FOR PUBLIC USE. t0� 10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED VARIES d8 INSTALL STREET LIGHT PER SDRSD E- i.t100'01'Mt�Sf 1�A "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE SLOPE V RIES MIST APPURTENANCES CONTACT: TELEPHONE: 1 -800- 422 -4133 ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS INSTALLATION. _ �1 INSTALL SEWER MAIN CLEANOUT PER SDRSD S- 3. SEA GIVEN WRITTEN PERMISSION BY WATER DISTRICT. g sO 11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD PER P A I NSTALL 4' PVC SEWER LATERAL PER SORSD S -i3. ALK •UAYLITE � "' - - SE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL OPERATIONS DIVISION 48 HOURS IN ADVANCE OF I SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- !6) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE BEGINNING WORK TO ARRANGE FOR INSPECTION OF Q INSTALL DEEP CUT SEWER LATERAL PER 4EA G WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S PROJECT. PHONE NO. 633 -2770 T g' SDRSD S -14. ENCINITAS. SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED GUTTTER ER PER PLA DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR MAINTENANCE AND ANNUAL 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS 8 INSTALL SEWER MANHOLE (4 X 3' ) PEA SDRSD SEA 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION SECTION A -A © xEP -10 EX / C DITCHFy S - 17. RELOCATED OUTSIDE THE AREAS TO BE PAVED. WITHIN EXISTING CITY RIGHTS -OF -WAY. G,2AOE To Pa,OviDE s muorH 4 EvEA/ 17) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN SEACREST NAY SURZPACE AS TTF-le I. SEE PE,2MIS5 O i N T S TO G�tZADiE GCT7EQ LMTED :JULY 18 1997 �t owN�L 8� PVC SEWER. (SOR 3'S UNtE'SS C11�ERWiSE - 1jas6 LF 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. i3• THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALI 5Y JAMES T. 845H02. 4D t28LF CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE WORK FOR A PERIORD OF ONE YEAR AFTER THE DATE OF INSTALL PVC WATERLINE (CL 150).SIZE SHOWN ON PLAN. M 2.187 LF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL 12' 162 L FIELD. 18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES. REPAIR O R REPLACE ANY OR ALL SUCH WORK, TOGETHER � INSTALL D GATE VALVE (TYTON X TYTON). ttEA 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO REFLECTIVE FACE OR EQUIVALENT. 19) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ®4 INSTALL a MANUAL AIR RELEASE ASSEMBLY 4EA 2% EXISTING WATER FACILITY (FIRE HYDRANT METERS, VALVES, AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM .!.\ CL -150 PER SDWD P -10. 15 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO t' t2' S' ? t2' t2' S' A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, f�}! INSTALL DOMESTIC It MATER SERVICE PER -•..•� 40EA HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) 20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY UNUSUAL ABUSE OR NEGLECT. S SDWD P -2. 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER e., e: a . • ... INSTALL FIRE HYDRANT ASSEMBLY PER SOHO SEA GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED COUNTY WASTE DIVISION. SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY • ...•..:.,• : ..•...d.• ...., P -1. WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK tt. CO ffJMCTOQ TO C 0e01Ak E /177 1 50WO 7W t1F?OV0P21Mr SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED INSTALL 2 FLOW OFF ASSEMBLY CLASS -150 PER • t EA UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED ORDER /A/WHICA4 SOME OP N46 WOQAC OWLL BE 00AIE. WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. TAIL SDWD P -4. 17 ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW 15. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO SEWER WATER, & EL.ECTIR SERVICE LOC IS g INSTALL CONCRETE THRUST BLOCKS PER SDWD A NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. FINAL ACCEPTANCE OF THE WORK. UNLESS OTHERWISE SHOWN ON THE PLAN BY STAT ION 18 CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS NTS TALL TEA APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED COK/ST 4w PVC Pvc Sr & pQ11IAl r•TPE I6C. CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE APPLICABLE). ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC N SEWERS. 19 CONCENTRATED FLOWS ALRDSS DRIVEWAYS AND /OR SIM - WALKS SHALL NOT THE {�1ANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK. 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF fS . nN¢ SEWe 4 4 TEK4C. mate- , 6E6 %iEEr 4. WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON 19. NEW SEWEQ M,41"S LESS Tri4A/ 36 1AICHES /A1 014METEC &4 XL BE THESE PLANS. 20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH /A/SPECTED DY CLOSED CN 2 CUIT TEGEv1310M 4PTE9- COMPLETIOM MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED MCLARATMN'pf7IN 1 511 - cwjRGrE Op rMZEAJCH /AJ 04GtGFIL(_ 4AJO FIA.II C7",01A1G BUT MCI rO AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND ft4CEME O mvEMENT02 PEQM4AJEAJT T,IZE �5 ICAT� SURVEYOR. COAJ r 2A C7'0Ia SH444 PROVIDE F02 7'&C.EV1M10AJ 1A151°ECr10AJ- I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS r - I 4.8•) ,21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH'SEWER PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE - IT IS AGREED THAT FIELD CONDITIONS MAY AEIIUIRE CHANGES TO LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE THESE PLANS. AND "W RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CURB. CONSISTENT WITH CURRENT STANDARDS. _ IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A A + REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON T4E CURB IN A I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND � STS ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES MANNER AND LOCATION APPROVED BY THE INSPECTOR. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A z ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 2i ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF SEE SHEET 2 F O R SHEET i X & KEY MAP � ..� , THE IMPROVEMENTS. � MY RESPONSIBILITIES FOR PROJECT DESIGN. o� �+ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), ' o I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON N THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD � j AS THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS .� SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE !N ®QIt� Z AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH c SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO' WAYNE P CO, RCE 29577 ATE, - WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, REGIONAL STANDARD DRAWINGS (LATEST EDITION). OFESSIp IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH PASCO ENGINEERING Q�oQP A Agq�F yc�� J THIS PROJECT OR UNDER MY CONTROL (619) 259 -8212 y 3P No. 29577 ENCINITAS FIRE PROTECTION DISTRICT KEVl1 APP QL A rrr 535 N. HWY 101, STE. A 2 A5 B 1 IGNATURE FRANCIS OJONNIER TE % A� BUILT SOLANA BEACH, CA 92075 Exp. 03/31/ FRANCIS E. IHOJONN IER VICINITY MAP NO. BOX 231005 �' /141 V� `'� fir' f a A c-6 -ENCINITAS, CA 92024 TF OF CALI WAY N PA 5C0 TE No SCALE DATE 317/q7 RCE P11577 , REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT °ESN__ av oRawry av CHECKED ar APPROVALS L 17 Y OF ENCINITAS ENGINEERING DEPART MEN DRAWING N0 . MH T P a aA1w 5 RE V. + CITY OF ENCINITAS CONTROL PTNO.P002 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED p PLANS FOR THE IMPROvEMENT OF: (SHT. 2.) P.K. IN REOUEZA, WEST OF I -5 HORIZONAL N/A NoText NoText NoText NoText NoText