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2012-11173 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD A.P.N.: 260-523-14 ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), OWNER'S CERTIFICATE STREET RIGHT-OF-WAY. SPECIFICATIONS E PROVISIONS STANDARD TIONS FOR PUBLICWORKSCO CONSTRUCTION (ADOPTEDB HE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO SITEADDRESS 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO THESE PLANS. 1900 LAKE DRIVE OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). CARDIFF, CA 92007 0 "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR OWNER/PERMITTEE OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES C7 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF DON RADY FOR, CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) THE IMPROVEMENTS. US FINANCIAL, LP PROJECT BOUNDARY. 3770 HANCOCK STREET, SUITE D I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON SAN DIEGO, CA 92110 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SEWER NOTES (CARDIFFSANITATIONDISMCI) THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO ALL WORK SHALL BE DONE N ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK TO BE DONE CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. WORKS CONSTRUCTION, (LATEST EDITION). THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMP TED, IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY- THE SAN IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSO TED WITH PLANS,' THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND THIS PROJECT OR UNDER MY CONTROL SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH DIEGO REGIONAL STANDARDS COMMITTEE), TFiE SAND DIEGO REGIONAL STANDARD DRAWINGS OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: STREETS AND STANDARDS REFERENCE DRAWINGS. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON S.D.C. = SAN DIEGO COUNTY THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 1. TRENCH WIDTH SHALL BE PEA SDRSD No.S-4 UNLESS OTHERWISE NOTED. S.D.W,D. = SAN DIEGUITO WATER DISTRICT PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 2. PIPE AND BEDDING CONDITIONS. DON ADY FOR, DATE S.D.P. = SAN DIEGO PRECAST SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. US FINANCIAL, LP S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS SHOWN ON THESE PLANS. 3770 HANCOCK STREET, SUITE D 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES SAN DIEGO, CA 92110 LEGEND: MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL. CRUSHED AGGREGATE, NATIVE TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR FREE-DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES QUANTITI ES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE THIS PROJECT. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. STATEMENT'OF ENGINEER OF WORK ACTUAL LOCATION OF EXISTING FACILITIES. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE NO. ITEM & STD. DWG. STDS SYMBOL QTY SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC 3. AFTER COMPLETION OF PIPE LAYING. ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND 7 THE CONTRACTOR COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE PRACTICES OF THE ENGINEEEA S TRADE OR PROFESSION. THE ENGINEER CONSTRUCT 6" PCC CURB 6 GUTTER SDRSD G-2 168 LF AND SHALL COORDINATE HIS WORK WITH COMPANY TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN REPRESENTATIVES. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SORSD NO.S-17. POURED IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK R REVIEW GRIND AND OVERLAY = = 4,620 SF NOTICE. ALL ELECTRIC AND GAS SERVICES WITHIN PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC - -------------- - THIS PROJECT ARE "UNDERGROUND POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH COLLECTOR ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A - INSTALLATIONS". FOR LOCATION OF SYSTEMS WITH INSPECTOR'S APPROVAL. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL TRENCH RESURFACING 87 SF ELECTRICAL CABLES AND GAS PIPING AND SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE APPURTENANCES, CALL S.D.G.& E. 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER SDRSD NOS.S-13 AND S-14. DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS OR PROPOSED 1" WATER SERVICE WS-OI/WC-17 W-® 2 EA TELEPHONE: 1 800 422-4133 (DIG ALERT) LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS PROPOSED 4" SEWER LATERAL SS-1 2 EA 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD NO.S-10. TYPE A. OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS, OR EXISTING SEWER LATERAL ---5 -- 1 EA HIS WORK WITH COMPANY REPRESENTATIVES. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH MINIMUM COVER. OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT CONSTRUCT 6" AC BERM 2 LF NOTICE: ALL TELEPHONE SERVICES WITHIN THIS AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. PROJECT BOUNDARY ARE "UNDERGROUND BE SHOWN ON ORIGINAL AS-BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. EXISTING EASEMENT - INSTALLATIONS". FOR LOCATION OF t CABLES AND APPURTENANCES CONTACT 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER EXISTING RIGHT-OF-WAY IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. _ /y / , PROPERTY LINE PACIFIC BELL. BY: ' TELEPHONE' 1 800 422-4133 (DIG ALERT) W. JUSTIN ITER DATE 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. RCE No. 68964 QA FE5Sj p0 EXISTING RIGHT-OF-WAY CENTERLINE fL- 9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT N PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS c�0 3USTZ/V qZ EXISTING CURB AND GUTTER COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633-2770. PASCO LARET SUITER & ASSOCIATES, INC. �Q A_P# SG Fy OR AC BERM - -- 535 N. HIGHWAY 101, SUITE A a „ �� m NOTICE: ALL WATER SERVICES WITHIN THIS 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES SOLANA BEACH CA, 92075 H ti p z EXISTING SEWER S S PROJECT BOUNDARY ARE "UNDERGROUND DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. u� a No. 68964 m' � EXISTING WATER �' W INSTALLATIONS". FOR LOCATION OF PLSA 1881F ¢ Exp. 12/31/13 WATER MAINS AND LATERALS CONTACT 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WORK FR A PERIOD OF ME ` EXISTING UNDERGROUND UTILITY - SAN DIEGUITO WATER DISTRICT. YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR R CIVI\- �P LOT LINE TELEPHONE: 1 800 422-4133 (DIG ALERT) C DISPLACED IN SO DOING, THAT MAY H WHICH Y PROVE DEFECTIVE IN AND/OP MATERIALS A CA\- � EASEMENT DESCRIPTOR WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER WITHIN O1 10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. SAWCUT LINE CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED WATER NOTES (SANDIEGMTO WATER DISTRICT) IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. APPURTENANCES CONTACT: TELEPHONE: 1-800-422-4133 15. 'AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. 14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC INSTALLATION. SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE 15. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR ENCINITAS, 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE CONNECTION TO SYSTEM. 16. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE RELOCATED OUTSIDE THE AREAS TO BE PAVED. WATER NOTES (SANDIEGU TR SHALL ITO WATER DISICT) FIELDIVERIFIED. ALL EXISTINGOOR PROPOSEDCUTILITYOCROSSINGSE 14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON CITY ENGINEER PRIOR TO MAKING CHANGES IN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER FIELD. WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN 15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE ACCEPTANCE. APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S REFLECTIVE FACE OR EQUIVALENT. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE 16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT HOURS OF NOTICE FOR SUCH A MEETING. (63312770) NOTICE ON CALLS FOR INSPECTION. PHONE. (760) 633-2709. ALL WORK EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO DEVICE ARE RESPONSIBILITY OF OWNER. REJECTION AND REMOVAL. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY GRADING FOR STREETS AND DRIVEWAYS SHALL BE HREAT EEDED 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. PRE-CONSTRUCTION CONFERENCE WITH THE SAN OF WORK WATER 19. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK DISTRICT INSPECTOR PRIOR T( COMMENCEMENT OF WORK ON SERVICES. UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. WATER IMPROVEMENTS.NOTED, (760) 633-2709 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL 20, CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY 18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES. ETC.) DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THAT ARE EFFECTED BY THEIR PROJECT. NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. THE DEVELOPER. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS 19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANN ACCEPTABLE T I PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH ER CCEPT BLE BY HE SAN DIEGO COUNTY WASTE DIVISION. ONLY. CITY OFFICIAL 'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR GRADE OF STREET. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS e aM IVE CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) B. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND 20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS SHALL NOT BOX FOR EACH RESIDENTIAL LOT. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE OJ BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, B. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN II PR THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 S1T� 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH DEFECTION 21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH COUPLINGS FOP ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL i EXIST OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE MARK WHICH IS DISTURBED E DESTROYED SHALL BE RA ESTABLISHED S BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE CONSTRUCTED. -fill AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE A PROVIDE AIR R RELESE ASSEMBLIES AT ALL HIGH POINTS IN WATER SURVEYOR. 10 CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT MAIN. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER 11. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY 9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S �1 LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY REPRESENTATIVE. RIGHTS-OF-WAY. \ AND "W'; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD CURB. 12. WATERILINEST REQUIRES COMPACTION TAKEN GHTSEOF-WAY, SYSTEMSEEFFECTIVE JANUARY CONSTRUCTION 1. 010. O NRCOMP�COMPLIANCE WITH THIS LAW, THE VICINITYMAP 23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE DISTRICT SHALL REQUIRE ALL MATERIAL TO BE NO-LEAD BRASS PARTS. NTS MANNER AND LOCATION APPROVED BY THE INSPECTOR. RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH DISTRICT OFFICE. WC-17 OR WC-18 ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION AS BUILT PAS CO LARET SUITER APPROVED APPROVE APPROVED APPROVE APPROVED & ASSOCIATES BY: G� BY: ��? �� CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING � BY: BY: BY: owe ��, P -.. W. JUSTI. SUITER DATE 555 N Coast Highway 102 Ste A Solana ]Beach, CA 92 075 DATE: ! DATE: 9'�z DATE: �� DATE: 2 3 ' 1z DATE: 3 ' 29 - R.C.E. N 68964 EXP. 12131113 ph 858.259.8212 1 ffx 858.259.4812 8 piaaem8ianeerin g.com SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DAE BENCHMARK SCALE DESIGNED D BY DR TGL Y cHEWJs ev APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A5-3v/L7 c.�,• __ 0.2.t. CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED PLANS FOR THE IMPROVEMENT OF ENC-39, FOUND 2. 5 BRASS DISC IN THE TOP / E ^ ^ J) /Z�h ' Q/�/� LAKE�� DRIVE OF CURB, NORTHWEST QUADRANT OF BIRMINGHAM HORIZONAL N/A DATE: /Z BY _e' v /JL , . BY: 7W L1`111G 1 1 1 73-I DRIVE AND LAKE DRIVE, PER ROS 18416. MASIH MAHER C42519 GREG -LDS R. C.E. NO. 68964 VERTICAL _N� DEPUTY CITY ENGINFER ELEVATION: 323. 98 W. STIN BUTTER EXP. 12-31-13 DATE: si9 [ (�% DATE: $ /O 20/ DATUM: NAVD88 11-041 TPM/DR/CDP A.P.N. #260-523-141 SHEET 1. OF 2 N.\1881F.pro312812012 PLSA 1881F MWIMM MONA No SEE MM �•�� •�_� •ate• �!' ��•��_ �� //i�/�a�� _�_�_�_��_�_a_��_�� r�� 5��-i�a�1_ �_�i � �_S'e�•• ��a'�• '�'�.�'�� MW so ;am= _====n== r. 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