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2007-556 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... LWD SEWER NOTES LWD SEWER NOTES CONTINUED 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 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR STREET RIGHT-OF-WAY. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON PLANS,• THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR THE PLANS. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE AFTER CONSTRUCTION. SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO STREETS AND STANDARDS REFERENCE DRAWINGS. OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE 27• A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE LATERAL = SAN DIEGO COUNTY LATERAL LOCATION BY THE CONTRACTOR. S.D.W.D. = SAN DIEGO C WATER DISTRICT CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL S.D.P. = SAN DIEGO PRECAST OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, SOLDERED TO S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. "P" VALUE TESTS SHALL BE REQUIRED PRIOR TO MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOL L ABOVE PAVING E. TH CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) STANDARDS GOVERN. OE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG PROJECT BOUNDARY. OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE LEGEND: 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY WATER NOTES (SAN DIEGUITO WATER DISTRICT) SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. CONNECTION. RE LIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE SHALL CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED DOCUMENTS ON THE JOBSITE AT ALL TIMES. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, THIS PROJECT. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO JOINTS LINING, AND COATING. THE PIPE SHALL BE BEDDED TO PROVIDE 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL H 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE FACILITIES SHOWN R THESE PLANS WERE OBTAINED BY A SEARCH GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE NO. ITEM & STD. DWG. STDS SYMBOL OTY OF THE AVAILABLE RELOADS TO THE BEST OF OUR KNOWLEDGE. ACCEPTANCE. YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN i'1.`/ INSTALL CURB & GUTTER G-2 15 LF 2. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS WILL WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD � THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE WITHOUT EXPENSE WHATSOEVER TO LWD 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED) INSTALL 0" CURB 145 LF SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY BY THE PIPE MFGR. THE DEVELOPER. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. pQ SHOWN ON THESE PLANS. t NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN OR COMPLETENESS OF THE SEWER QUANTITIES. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER INSTALL AC PAVEMENT OVER CLASS II N/A ® 5,655 SF 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. AB (SEE TYPICAL SECTION FOR DIMS) TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR GRADE OF STREET. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 0 INSTALL 5' WIDE SIDEWALK G-7 650 SF TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. ( INSTALL CONCRETE CROSS/ RIBBON GUTTER G-12/G-13 0 3,030 SF FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER - REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. ACTUAL LOCATION OF EXISTING FACILITIES. BOX FOR EACH RESIDENTIAL LOT. LWD STANDARD SPEC SURVEY REQUIREMENTS. 6j PROPOSED 4" SEWER LATERAL PER LWD S-17 S , 1 EA 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 34. MAHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE � 1 hl C 1 EA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING �% PROPOSED 1" WATER SERVICE W/ DUAL METER AND SHALL COORDINATE HIS WORK WITH COMPANY 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PER WAS WS-09, WC-17 REPRESENTATIVES. EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE PLACEMENT. PRECAST MANHOLE BASED ARE ACCEPTABLE FOR USE WITH 8" INSTALL F.H. PER WAS WF-01 1 EA CONSTRUCTED. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED SEWERS WITH DISTRICT ENGINEER APPROVAL. NOTICE.' ALL ELECTRIC AND GAS SERVICES WITHIN FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE SAWCUT LINE THIS PROJECT ARE "UNDERGROUND B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER AGENCIES. 35. JOINTS BETWEEN MH BASE SHAFTING, CONE SECTIONS, AND RING SHALL MAIN. HAVE A 2 BY 2 BUTYL RUBBER GASKET PLACES WITHIN THE FULL I " " .INSTALLATIONS". FOR LOCATION OF SUBDIVISION BOUNDARY - - ELECTRICAL CABLES AND GAS PIPING AND 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., APPURTENANCES, CALL S.D.G.& E. 9• CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE OR APPROVED EQUAL. LOT LINE TELEPHONE: 1 800 422-4133 (DIG ALERT) OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE RIGHTS-OF-WAY. MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER EXISTING CONTOURS GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE PROPOSED CONTOURS 2J5 - 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE AFTER BACKFILL. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY, IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS EXISTING EASEMENT --HIS WORK WITH COMPANY REPRESENTATIVES. CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR PROPOSED EASEMENT - - - - NOTICE: ALL TELEPHONE SERVICES WITHIN THIS LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE CENTERLINE PROJECT BOUNDARY ARE "UNDERGROUND DISTRICT OFFICE. MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. - INSTALLATIONS". FOR LOCATION OF EXISTING SEWER CABLES AND APPURTENANCES CONTACT 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL PACIFIC BELL. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. EXISTING WATER s TELEPHONE: 1 800 422-4133 (DIG ALERT) AGENCIE'S STANDARDS COMMITTEES (WASC) SPECIFICATIONS. CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER EXISTING TELEPHONE . T 1` 9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN PER LWD STANDARD DRAWING S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE PIPE 18-INCHES AND LARGER PER LWD STANDARD DRAWING S-4. EXISTING EDGE OF PAVEMENT -- -----777, --- COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR INSPECTION OF PROJECT. GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING 40. ALL MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-LOCK) OR A EXISTING FENCE -F - NOTICE. ALL WATER SERVICES WITHIN THIS 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK FOR: PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATION. SHALL NOT BE ALLOWED. a) ALL NW MANHOLES MASONRY RETAINING WALL INSTALLATIONS". FOR LOCATION OF 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A bJ ALL EXISTING MANHOLES WITH NEW CONSTRUCTION WATER MAINS AND LATERALS CONTACT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON C) ALL EXISTING LINED MANHOLES THAT REQUIRE NEW CONCRETE RISER RINGS THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE SAN DIEGUITO WATER DISTRICT. EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 151. C900 REQUIRED TELEPHONE: 1 800 422-4133 (DIG ALERT) STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. KNOWLEDGE, THERE ARE CONTRACTOR EXIST NG UTILITIES E DUE EXCEPT THOSE SHOWN FOR DEPTH OF COVER OVER 15'. N E AN OWNER'S CERTIFICATE 10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE MEASURES TO PROTECTO THE UTILITIES SHOWN ON THE PLANS AND 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. OF TIME NOT TO EXCEED ONE YEAAR FROM APPROVAL DATE TO START OF THESE IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS CONSTRUCTION. I E PLANS. F ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF IT I FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A CONSTRUCTION, THE DEVELOPER SHALL RESUBMIT THE PLANCHECK TO THE 11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 'UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF APPURTENANCES CONTACT: TELEPHONE 1-800-422-4133 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN THE IMPROVEMENTS. 12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE DRAWINGS, THE CONTRACTOR SHALL CONNECT EXISTING MANHOLE STRUCTURES THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY POTHOLED PRIOR TO TRENCHING. AND CONSTRUCT NEW FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT ACCOMODATE THE NEW SEWER LINES AS REQURED. SMOOTH TRANSITIONS SHALL WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, BE INSTALLED FROM THE INVERTS OF THE NEWLY INSTALLED PIPES TO THE EXISTING EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH ENCINITAS. AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED T0, MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE DEVICE ARE RESPONSIBILITY OF OWNER. TRENCH SAFETY AND CONFINED SPACE ENTRY. CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLE DHOLE BY THIS PROJECT OR UNDER MY CONTROL 13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE LINK-SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED - RELOCATED OUTSIDE THE AREAS TO BE PAVED. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS WITHIN ONE FOOT OF THE MANHOLE BASE, JACK HAMMERING SHALL NOT BE ALLOWED. 1 HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. , ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS 14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE CITY ENGINEER PRIOR TO MAKING CHANGES IN THE 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. LEGAL DESCRIPTION CITYMARK DAPHNE, LLC DATE FIELD. SERVICES. A CALIFORNIA LIMITED LIABILITY COMPANY 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM LOT 9, BLOCK A, OF SOUTH COAST PARK NO.3 BY: Rico GuSWFSpti 15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 19• CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO MAP NO. 1935, IN THE CITY OF ENCINITAS, REFLECTIVE FACE AL EQUIVALENT. EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES, ETC.) CENTER OF MANHOLE. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA THAT ARE EFFECTED BY THEIR PROJECT. REC. AUGUST 17, 1926 16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 4B WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. A,P.N : 256-053-12 HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF SITE ADDRESS 135 DAPHNE STREET STATEMENT OF ENGINEER OF WORK 17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE LEUCADIA, CA 92024 GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR REVIEW WITH CITY ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE HYDROSEEDEDFSLOPES SHALL PBE IRRIGATED BY D WATER TRUCK RUCK PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE 21. LENGTHS OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, OWNER/PERMITTEE AICALIFORNIAHLI LIMITED LIABILITY COMPANY ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE BY. RICH GUSTAFSON PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH DEFECTION ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY 18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVYEt NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE DESTROYE PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLICI LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MTION. 19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, � � ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A ONLY. CITY OFFICIAL 'S SIGNATURE HEREON DOES NOT CONSTITUTE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- 9 N DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. a 'm SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) 9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S DOES