The URL can be used to link to this page

2008-963 G (Plans) GRADING NOTES NOTYICATIONS SEWER NOTES ES LEG DESCRIPTION 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (C SANITATION DISTRICT)C ® THE SOUTH ONE-HALF OF THE NORTHEAST QUARTER OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD RANGE 4 WEST. SAN BERNARDINO MERIDIAN, IN THE COUNTY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), 4, 600 CUBIC YARDS REMEDIAL OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO GOVERNMENT CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD ON THESE PLANS, HOWEVER: SURVEY THEREOF, APPROVED APRIL 19 1881. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE 10, 500 CUBIC YARDS EXCAVATION (CUT) SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO 10, 500 CUBIC YARDS EMBANKMENT (FILL) I�®I�® SITE ADDRESS REQUEST FOR INSPECTION. REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING ® MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SPECIAL PROVISIONS 0 CUBIC YARDS IMPORT% EXPORT 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S 1. TRENCH WIDTH SHALL BE PER SDRSD No.S-4 UNLESS OTHERWISE 259-180-19 1150 MELBA ROAD INVESTIGATION - PROPOSED 18-LOT RESIDENTIAL SUBDIVISION" RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO ENCINITAS, CA 92024 CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR PREPARED BY VINJE & NOTED.MIDDLETON ENGINEERING, INC. . � ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY DATED APRIL 21, 2006, ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 2. PIPE AND BEDDING CONDITIONS. TRENCH VOLUMES OR ANY OVEREXCAVATION, IF E ACCORDANCE WITH THE RECOMMENDATIONS AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED .�� SPECIFICATIONS CONTAINED IN SAID REPORT. WORK: ROCK BENEATH THE PIPE. REQUIRED BY SITE CONDITIONS SE44 Wg4,+�,tYlstoN 1 N1 rJ�T�S y1 L11'i (� 1 nnc 10 PLAZA ST n not A �DSLAwbef LIHITg'2 I,IA I / A. SEWERS - CSD (800) 422-4133 - DIG ALERT CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES c^I ARIA BEA^I� na_ nn^ 8 CITY @prtfild� 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. �e a ems^ 3010 P0LrA0►a STiZtkf� STEM SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, � Costw H£SF, C� AZGZ(o-3101 IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE C. WATER - SDWD (600) 422-4133 - DIG ALERT GRAVEL, CRUSHED ALG BEGAT , NATIVE EQUIVALENT FREE-DRAINING OF 30 OR BETTER. EARTHWORK QUANTITIES ARE ESTIMATED FOR _� s 14 �� 3'I I APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN E CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - SBC (BCD) 422-A133 - DIG ALERT PERMIT PURPOSES ONLY. (CALCULATED ON A E. CABLE TV - COX (800) 422-4133 - DIG ALERT (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 DUE TO SHRINKAGE OR SWELL FACTORS) . THESE PLANS. GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. WHERE PIPE INVERT GRADES ARE 1% OR GREATER. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR PHONE: (760) 633-2770. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN WA S (,5 WA IS CT) ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED THE IMPROVEMENTS. INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES _1 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE SDRSD NO.S-17. POURED IN PLACE MANHOLE BASES SHALL BE A GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION OF POUR. OR A LICENSED LAND SURVEYOR. S ENGINEER' CERTIFICATE PRECASTHMANHOLE BASES ARE ACCEPTABLE FOR USEE WITH B- NCH ACCEPTANCE. AND STABILITY OF THE SITE. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE I, S. Mandi S. Sha;%A A REGISTERED CIVIL ENGINEER IN THE STATE OF BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN / CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER i RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SDRSD N®s.S-13 AND S-14. LATERALS SHALL NOT DISCHARGE DEGUITD WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY s FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL THE DEVELOPER. - ` ^ �-' �� °•_ ��` -� DIRECTLY INTO MANHOLES. \ REGULATIONS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY EA ATE 1I DIRECTION BETWEEN THE DATES :3_ 9-ofo AND 4-2LoG ONE COMPLETE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN (/,� _qFp✓,�,;;-1f:e f 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SDRSD No.S-10, TYPE A. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH c y� MILE OF A STRUCTURE FOP HUMAN OCCUPANCY SHALL NOT BE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY GRADE OF STREET. ( ^^° A^ �,^" ^A ^^^�° 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH \ =-- - „ n a. ., 92e _ C14uGK. 153ELL ATE 1 CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. ENGINEER, FURTHERMORE, I MINIMUM COVER. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. Wlhh¢NiNG�Tov SNCIaifAS NI LG NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE �/ y jA RECOMMEND TIONS INC D IN THE SO REPORT FOP THIS PROJECT HAVE B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER �PE'LAW40C Lj✓irrE'b w4imrrr GAI-R°"Y 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN INC ORATECQ IN IN PLAN ND SPECIFICATIONS. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS, BOX FOR EACH RESIDENTIAL LOT. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE - PRIOR TO ACCEPTANCE OF WORK. BLOW OFF ASSEMBLY PEA WB-01 1 -Q PRESENT: O PROPOSED 2°'CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SIGNED: 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK.NCE FOR 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN RCE NO. : �� DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTA ® PROPOSED FH ASSEMBLY PEA WAS WF-01 ADVANCE BY CALLING (760) 633-2770. PUBLIC USE. GATE VALVE EXP. DATE: 12 - 3l--xr-) 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE ® PROPOSED 2" MAR ASSEMBLY PER WA-01 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CATION. CONSTRUCTED. INSTALL $°' PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE VINJE & MIDDLETON ENGINEERING INC DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 2450 VINEYARD AVE, STE. 102 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER ESCONDIDO, CA 92029 DIVISION 4B HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE MAIN. Q INSTALL B" TEE SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE FOR INSPECTION OF PROJECT. (760) 633-2770. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY INSTALL B" END CAP ASSEMBLY W CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PROJECT NO. 06-181-P 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY OPERATION. (760) 743-1214 SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS-OF-WAY. RIGHT OF WAY. ® INSTALL B" PVC WATER MAIN (CL-200) -W----W- 11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NOTES: 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL 1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY. (g) INSTALL B" PVC SEWER MAIN _S_S_ RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS AND THE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 963-G WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY RESULTS APPROVED BY THE CITY OF ENCINITAS BEFORE THE WATER ® INSTALL TYPE F CATCH BASIN HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN DISTRICT OFFICE. �l AS-GRADED PLAN' THIS STATEMENT SHALL BE FOLLOWED BY THE DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD ®PROPOSED 4" SEWER LATERAL PER SDRSD SS-01 DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE SUCH GRADING OPERATION. LINE IS. TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR UNUSUAL PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER ®PROPOSED 1" WATER SERVICE W/ DUAL METER W C ABUSE OR NEGLECT. AGENCIE'S STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. PER WAS WS-09, WC-17 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION INSTALL 8" GATE VALVE PER WAS WV-01 AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 3 NO CONCENTRATED T O TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL . NENATED DRAINAGE FLOWS APE PERMITTED OVER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. FOR INSPECTION OF PROJECT. SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM INSTALL SEWER MANHOLE PER SDRSD SM-02 SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE CONVEYED TO AN APPROVED DRAINAGE FACILITY. INSTALLATION. GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 16. "AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL INSTALL PCC DRIVEWAY APRON SDRSD G°14 TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ACCEPTANCE OF WORK. » �! IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE 4. EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS INSTALL STREETLIGHT PER SDRSD E-1 AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR THEIR INTENDED USE. SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. PROPERTY BOUNDARY ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCA VA TED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE PROPOSED SETBACKS - - - - SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER REQUIRED PRIOR TO CONNECTION TO SYSTEM. CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE PROPOSED CONTOURS 255 OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON EXISTING CONTOURS SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WASHOUT AREAS, COVERED STORAGE AREAS FOR STTA TEAMNT OF ENGINEER F WORK IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER EXISTING EASEMENT - - -- - OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OVER A PERVIOUS SURFACE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED BUILDING FOOTPRINT INSTALLED. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN EXISTING SEWER CLEANOUT 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S EXISTING SDG&E BOX 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS SATISFACTION AND CURRENT WATER AGENCIE'S STANDARDS COMMITTEE FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR (WASC) STANDARDS. BACKFLOW DEVICES APE TO BE INSTALLED DIRECTLY EXISTING EDGE OF PAVEMENT REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE DRAIN, DRIVEWAY, AND STREET. FOP THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF EASEMENT CENTERLINE - MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE . REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, DEVICE ARE RESPONSIBILITY OF OWNER. EXISTING WATER MAIN AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TO THE APPROVED TENTATIVE MAP. - SURFACE UPON WHICH THE FILL IS BE PLACED. LOOSE FILL 6. ALL PROJECT GRADING PAD HEIGHTS SHALL CONFORM AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF AESPONSIBLIITY FOR THE PLANS EXISTING SEWER MAIN NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO DR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 7. ALL MASONRY FREESTANDING OR RETAINING WALLS AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. LIMITS OF WORK/GRADING PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO VISIBLE FROM POINTS BEYOND THE PROJECT SHALL BE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT TREATED WITH A PROTECTIVE SEALANT COATING TO ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER DRAINAGE DIRECTION ACCORDANCE WITH SPECIFICATIONS. FACILITATE GRAFFITI REMOVAL. WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF SERVICES. THE WORK P FORMED BY THE ENGINEER. PROPOSED CONCRETE CURB PER SDRSD G-2 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH B. ALL LOTS 3, 6, 8, 12 AND IT SHALL REMAIN H SINGLE- EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES, ETC.) PROPOSED RETAINING WALL PER GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS STORY OL ACCORDANCE WITH CONDITION SCN OF THE BY: 11lo q THAT ARE EFFECTED BY THEIR PROJECT. SDRSD (TYPE PER PLAN) WITH SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PC RESOLUTION ND. 2007-33. DECORATIVE BLOCK S SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE WILLIAM TIN SUITER DATE 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS HATCHED AREA REPRESENTS LAND ED ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY L S Q�10FESSTr WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A AREA FOR BEST MANAGEMENT PRACTICE NOT CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE �® �USTjk ` GRADING NOTES NOTY7CATIONS SEWER NOTES ES MIA TED EAR THWORK Q UANT=S 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, LEGAL DESCRIPTION I THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (C.A".WF SANITA TION DIS TWCT) THE SOUTH ONE-HALF OF THE NORTHEAST QUARTER OF THE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), 4,600 CUBIC YARDS REMEDIAL OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO GOVERNMENT CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SURVEY THEREOF, APPROVED APRIL 19, 1881, STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE 10, 500 CUBIC YARDS EXCAVATION (CUT) SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO 10,500 CUBIC YARDS EMBANKMENT (FILL) A.P.N.- SITE ADDRESS REQUEST FOR INSPECTION, REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SPECIAL PROVISIONS 0 CUBIC YARDS IMPORT/ EXPORT 259-180-19 1150 MELBA ROAD 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S INVESTIGATION - PROPOSED 18-LOT RESIDENTIAL SUBDIVISION" RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 1. TRENCH WIDTH SHALL BE PER SDPSD NO.S-4 UNLESS OTHERWISE ENCINITAS, CA 92024 PREPARED BY VINJE & MIDDLETON ENGINEERING, INC., CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR NOTED. ESTIMATE DOES NOT INCLUDE STPIPPINGS, UTILITY 2006. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 2. PIPE AND BEDDING CONDITIONS, = DATED APRIL 21, TRENCH VOLUMES OR ANYOVEPEXCAVATION, IF -1 E ACCORDANCE WITH THE RECOMMENDATIONS AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED REQUIRED BY SITE CONDITIONS RM iv-ut SPECIFICATIONS CONTAINED IN SAID REPORT, WORK: A. SEWERS - CSD (800) 422-4133 - DIG ALERT ROCK BENEATH THE PIPE. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES # 494 A, - D9LA\,AV_f WMITIM LlWgILITY eoP4?AojY 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 8 V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF rA SPL4N+-SEA6H-eAS�� -3 0 , ko 'F0LrA^v rreerr � �-TL SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. Cos k eO� 4%6 z& - - Satoi "_ 75- �� I ' _� j 0 IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS, SEPARATE C. WATER - SDWD (800) 422-4133 - DIG ALERT GRAVEL, CRUSHED AGGREGATE, NATIVE FREE-DRAINING APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED I GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. E ARTHWORK QUANTITIES ARE ESTIMATED FOR N D. TELEPHONE SBC (800) 422-4133 - DIG ALERT PERMIT PURPOSES ONLY. (CALCULATED ON A M�ER 9 �S Ek CONJUNCTION WITH IMPROVEMENT PLANS. E. CABLE TV COX (600) 422-4133 - DIG ALERT (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 DUE TO SHRINKAGE OR SWELL FACTORS). THESE PLANS. GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. WHERE PIPE INVERT GRADES ARE 1% OR GREATER. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED PHONE: (760) 633-2770. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR TO PROTECT ADJACENT PROPERTIES DUPING GRADING OPERATIONS. SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN ADDITIONS TO THESE PLANS WHICH IN CITY ENGINEER DETERMINES ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE WATER NOTES (SAN DIEGUITO WATER CIS ARE NECESSARY FOP AND DESIRABLE FOR THE PROPER COMPLETION OF tM REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED THE IMPROVEMENTS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER WATER DISTRICT (WASO). THE CONTRACTOR SHALL AND HEREBY DOES GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER SDPSD NO.S-17. POOPED IN PLACE MANHOLE BASES SHALL BE A GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION MONOLITHIC PRECAST MANH BASES ARE A POOR FINISHED COMPLETE AT THE TIME OF POOR. ACCEPTANCE, AND STABILITY OF THE SITE. OR A LICENSED LAND SURVEYOR, SOILS ENGINEER 9 S CER TR;TCA TE OLE CCEPTABLE FOR USE WITH B-INCH 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE I, A REGISTERED CIVIL ENGINEER IN THE STATE OF BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SDPSO Nos.S-13 AND S-14. LATERALS SHALL NOT DISCHARGE REGULATIONS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTLY INTO MANHOLES. THE DEVELOPER. OR etffQ Qmqe�F;l L� ATE DIRECTION BETWEEN THE DATES 3_-_%-_c& AND 4_-7j_. ONE COMPLETE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE P ER _0 3• WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN _ w -, sf iei COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SDRSO NO.S-JO, TYPE A. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH �� m 11 8, GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) rz, 1 �7 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY GRADE OF STREET. 11 ,, A& 64 92e CONDUCTED BETWEEN THE HOU OF 5:30 P.M. AND 7.30 A.M. ENGINEER FURTHERMORE, 1 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH 5719_i6f913 NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE MINIMUM COVER. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. WA1ZM')N6,_r0V IEK041'rAS A RECOMMEND TIONS INCLUDED IN THE SOILS FOR THIS PROJECT HAVE B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS 5, CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER "-�WEWD 9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PPEGPADING BEEN INC ORATE IN PF__G1RNINK` PLAN 5 '\ AND SPECIFICATIONS. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS, BOX FOR EACH RESIDENTIAL LOT. MEETING HAS PRIOR TO ACCEPTANCE OF WORK. BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE (D PROPOSED 2" BLOW OFF ASSEMBLY PER W8_01 q* 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SIGNED: 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR (g) PROPOSED FH ASSEMBLY PER WAS WF-01 y THE PREGRADE MEETING CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. GRADING CONTRACTOR AND PERMITTEE. SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN PCE NO.: we 1 - 74 ADVANCE BY CALLING (760) 633-2770, PUBLIC USE 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXP. DATE: 12- - 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE PROPOSED 2" MAR ASSEMBLY PER WA-01 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CONSTRUCTED. P LATION. INSTALL B" GATE VALVE 11011 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE VINJE MIDDLETON ENGINEERING INC THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS 8� PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 2450 VINEYARD AVE, STE. IOP TEE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE, THE DEVELOPER ESCONDIDO, CA 92029 DIVISION de HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE MAIN. INSTALL 8 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE FOR INSPECTION OF PROJECT. (760) 633-2770. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY INSTALL 8" END CAP ASSEMBLY w CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PROJECT NO. 06-181-P 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY OPERATION. (760) 743-1214 SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS - OF - WAY. INSTALL 8 °' PVC WATER MAIN (CL-200) 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NOTES: RIGHT OF WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 1, OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY, INSTALL 6" PVC SEWER MAIN RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 953-G WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO 00 SO OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER INSTALL TYPE F CATCH BASIN HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH LINES ARE ACCEPTED AND A COPY SENT TO THE' SAN DEGUITO WATER WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN DISTRICT OFFICE. . (PPROPOSED 4" SEWER LATERAL PER SOPS0 SS -01 APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED DOUBLE PERMIT FEES IT IS THE PESPONSIBLIBITY OF THE AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER 11, PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE DATE AND SIGNATURE' OF THE CIVIL ENGINEER WHO CERTIFIES LINE IS. TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL (0 PROPOSED I" WATER SERVICE W1 DUAL METER W C SUCH GRADING OPERATION. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED ABUSE OR NEGLECT. AGENCIES STANDARDS COMMITTEES (WASQ SPECIFICATIONS. PER WAS WS-09, WC-17 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED UNDERGROUND. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION INSTALL B" GATE VALVE PEP WAS WV-01 SOILS ENGINEER OR UNDER HIS DIRECTION, HE SHALL INSPECT THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. FOR INSPECTION OF PROJECT, SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM (D INSTALL SEWER MANHOLE PER SORSD SM-02 SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. 13. FILL AREAS MUST BE COMPACTED TO 90%. PRIOR TO PIPE GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND CONVEYED TO AN APPROVED DRAINAGE FACILITY. 16. "AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL INSTALLATION. (9 INSTALL PCC DRIVEWAY APRON SDPSD G-14 TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, ACCEPTANCE OF WORK. 14� APPROVAL OF THIS PLAN BY SDWO DOES NOT CONSTITUTE A IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED 17� THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE 0 INSTALL STREETLIGHT PER SOPSO E-1 AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. PROPERTY BOUNDARY THEIR INTENDED USE. POLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE PROPOSED SETBACKS SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER REQUIRED PRIOR TO CONNECTION TO SYSTEM. CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE PROPOSED CONTOURS _255- OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON EXISTING CONTOURS SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WASHOUT AREAS, COVERED STORAGE AREAS FOR S TA TEMENT OF ENGEVEER OF WORK IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER EXISTING EASEMENT OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OVER A PERVIOUS SURFACE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED BUILDING FOOTPRINT SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN EXISTING SEWER CLEANOUT INSTALLED. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL ENGINEEEP S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS EXISTING SDG&E BOX 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF REQUIRED BY THE CITY OF ENCINITAS, THE ENGINEER AGREES THAT ANY PLANCHECK OR (WASO) STANDARDS, BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY EXISTING EDGE OF PAVEMENT SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE DRAIN, DRIVEWAY, AND STREET. REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR O UTSIDE WATER DISTRICT MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF EASEMENT, REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW CENTERLINE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 6° ALL PROJECT GRADING PAD HEIGHTS SHALL CONFORM ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, DEVICE ARE RESPONSIBILITY OF OWNER. EXISTING WATER MAIN AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TO THE APPROVED TENTATIVE MAP. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF PESPONSTBLIITY FOR THE PLANS EXISTING SEWER MAIN OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. LIMITS OF WORKIGRADING A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 7. ALL MASONRY FREESTANDING OR RETAINING WALLS PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIBLE FROM POINTS BEYOND THE PROJECT SHALL BE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER DRAINAGE DIRECTION PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT TREATED WITH A PROTECTIVE SEALANT COATING TO ACCORDANCE WITH SPECIFICATIONS. FACILITATE GRAFFITI REMOVAL. WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF SERVICES. PROPOSED CONCRETE CURB PER SORSD G-2 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 8. ALL LOTS 3, 6, 8, 12 AND 16 SHALL REMAIN SINGLE- THE WORK I FORMED BY THE ENGINEER. 19, CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY PROPOSED RETAINING WALL PER 15. STORY IN ACCORDANCE WITH CONDITION SON OF THE I EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES, ETC.) SDRSD (TYPE PER PLAN) WITH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS j I log THAT ARE EFFECTED BY THEIR PROJECT. DECORATIVE BLOCK SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PC RESOLUTION NO, 2007-33. SHALL BE' SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE WILLIAM fS TIN SUITER DATE 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS HATCHED AREA REPRESENTS LAN FESS.rr PR ED WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A AREA FOR BEST MANAGEMENT CTIC ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY LANDSCAI`ING CTICE NOT CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE PCE No. 68964 JUSTIN _r MANNER ACCEPTABLE BY THE SAN DIEGO NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText y . GRADVVG NOTES N T ICATIONS SEWER N S y U .,EG DESC I 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES EST TED T O Q ITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, (C S TA TION DIS CT) THE SOUTH ONE -HALF OF THE NORTHEAST QUARTER OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY CITY OF ENCINITAS AND THE SAN DIEGO AREA a CONSTRUCTION, THE DESIGN CONSTRUCTION EA REGIONAL SPECIFICATIONS FOR PL IOS ONAL OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN PUBLIC WORKS CONSTRUCTION (LATEST EDITION), 4, 600 CUBIC YARDS REMEDIAL OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO GOVERNMENT EA REI ON THESE PLANS, HOWEVER: THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SURVEY THEREOF APPROVED APRIL 19, 1BB1. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE 10,500 CUBIC YARDS EXCAVATION (CUT) REQUEST FOP INSPECTION CITY ENGINEER PRIOR TO ANY REGIONAL (LATEST ANDT HE FOLLOWING A.P.N. ST' SS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 10,500 CUBIC YARDS EMBANKMENT (FI LL) MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SPECIAL PROVISIONS: 0 CUBIC YARDS IMPORT/ EXPORT 259 - 180 -19 1150 MELBA ROAD INVESTIGATION - PROPOSED 18 -LOT RESIDENTIAL SUBDIVISION" RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO I. TRENCH WIDTH SHALL BE PER SDRSD NO.S -4 UNLESS OTHERWISE ENCINITAS CA 92024 PREPARED BY VINJE G MIDDLETON ENGINEERING, INC., CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR NOTED. DATED APRIL 21, 2005. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 2. PIPE AND BEDDING CONDITIONS ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY ACCORDANCE WITH THE RECOMMENDATIONS AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED TRENCH VOLUMES OR ANY OVEREXCAVATION, IF E E I SPECIFICATIONS CONTAINED IN SAID REPORT. WORK: ROCK BENEATH THE PIPE. REQUIRED BY SITE CONDITIONS ( ^ .,n �� \e � �- acn -tca- hfAL+�ai4ToN TcN6o%TAS 'it Lvw A. SEWERS - CSD (800) 422 -4133 - DIG ALERT A pfr:LR41AQE La�BITgg LIA 1 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF (8) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ^ ^, .A,. ,n„ n, ,., g L I1Y &M?401 SIZES, LOCATION AND TYPE OF DRAINAGE' FACILITIES, NOR OF B. GAS & ELECTRIC - SDG &E (800} 422 -4133 DIG ALERT PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, ARE CORRECT PRIOR TO COMMENCEMENT OF WORK ' ?0 Lr4A,V ST4t"CT STEA IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C, WATER - SDWD (800) 422 -4133 - DIG ALERT GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING 4993 0os"r& k"A140I 4262&- -101 _�j APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER, EARTHWORK QUANTITIES ARE ESTIMATED FOR C R 'S E CONJUNCTION WITH IMPROVEMENT PLANS, PERMIT PURPOSES ONLY. (CALCULATED ON A E, CABLE TV - COX (800) 422 -4133 - DIG ALERT (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES (6 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF' -SITE OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 DUE TO SHRINKAGE OR SWELL FACTORS). THESE PLANS. GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, WHERE PIPE INVERT GRADES ARE 1% OR GREATER. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL PIAVE >: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED PHONE: (760) 633 -2770. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OFF TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINELS ' ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN WATER NOTE (S I3IEGIHTO W ATER DIS CT) � ARE NECESSARY FOR AND DESIRABLE FOP THE PROPER COMPLETION .s REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 1 WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED THE IMPROVEMENTS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO Z HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL, 4. THE CONSTRUCTION OF P.G.C. SEWER MANHOLES SHALL BE PER WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER SDRSD No.S -17. POURED .IN PLACE MANHOLE BASES SHALL BE A GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION OR A LICENSED LAND SURVEYOR. SOILS ENGINE 9 S CE CA PRECAST MANHOLE BASES E RCOMPLE C TBLE FOR USE H B -INCH ACCEPTANCE. AND STABILITY OF THE SITE. 7. THE CONTRACTOR SMALL DESIGN, CONSTRUCT AND MAINTAIN ALL APPROVAL COLLECTOR SYSTEMS WITH INSPECTOR'S . . UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL Z, - [ehd S. Sharia� A REGISTERED CIVIL ENGINEER IN THE STATE OF 2 L ' SAFETY DEVICES, INCLUDING SHORING, AND SMALL BE 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN _ RESPONSTBL.E FOR CONFORMING TO ALL LOCAL, STATE AND CALIFORNIA, PRINCIPALLY DOING BUSINESS NG THE FIELD OF APPLIED SOIL DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY d FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SDRSD Nos. - -13 AND S -14. LATERALS SHALL NOT DISCHARGE THE DEVELOPER. , DIRECTLY INTO MANHOLES. -� REGULATIONS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES -9 -o(o AND 4 -21.OG ONE COMPLETE 6. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN / ATE a COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER �_,p l _ r 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) WITH MY SDRSD NO.S -10, TYPE A. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH /' MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY GRADE OF STREET. / � --- - v CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. ENGINEER, FURTHERMORE, .I 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH t CµUGK 158EU RTC 1 NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE MINIMUM COVER. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. \ r WgEHinGcTa✓ 9uewrms 4iyLG,4 RECOMMEND TIONS I ED IN THE S REPORT FOR THIS PROJECT HAVE B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER --- D1CLAW4%W L- WiirEP L -Ia81L rf CoKiro it 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN INC ORATE IN IN PLAN ND SPECIFICATIONS. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, BOX FOR EACH RESIDENTIAL LOT, MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRIOR TO ACCEPTANCE OF WORK. PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SIGNED:. 6, CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE (!)PROPOSED 2" BLOW OFF ASSEMBLY PER WB -01 - (? GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING , ��F* x , 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN RCE NO.: _ 4oITG� • DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR ® PROPOSED FH ASSEMBLY PER WAS WF -01 ADVANCE BY GALLING (760) 633 -2770. PUBLIC USE. 7. INSTALL. FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXP. DATE: j - - Bt �z as 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE (2) PROPOSED 2" MAR ASSEMBLY PER WA -01 -- - --F 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY B -Bt LA7'ION. CONSTRUCTED. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE VINJE 6 MIDDLETON ENGINEERING .INC �� ' (3) INSTALL 8" GATE VALVE 0 DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 2450 VINEYARD AVE, STE. 102 BVi 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER i CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER ESCONDIDO, CA 92029 DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE MAIN. INSTALL 8" TEE SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE FOR INSPECTION OF PROJECT. (760) 633 -2770. 9° CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PROJECT NO. 06 -161 -P U INSTALL 8" END CAP ASSEMBLY -W-[- OPERATION. (7601 743 -1214 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. INSTALL B" PVC WATER MAIN (CL -200) - - W--- 11. UPON UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NOTES: RIGHT OF WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WRY; (9 INSTALL 8" PVC SEWER MAIN - -- RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 963 -G WORKING IN THE PUBLIC RIGHT OF WAY, FAILURE TO DO SO OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY RESULTS APPROVED BY THE CITY OF ENCINITAS BEFORE THE WATER INSTALL TYPE F CATCH BASIN HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DOUBLE PERMIT FEES OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY IT IS THE RESPONTHE PROPE RTY OF THE WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD DISTRICT OFFICE. Q PROPOSED 4" SEWER LATERAL PER SDRSD SS -01 --- - - Si DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES �..r FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER LINE IS. 11. PRIOR TO O WATER LINE CONTRACT; OWNER SHALL ADVISE TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL CONTRACTORS r i SUCH GRADING OPERATION. PROSPECTIVE TO OBTAIN AND REVIEW CURRENT WATER � PROPOSED 1" WATER SERVICE W/ DUAL METER 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED ABUSE OR NEGLECT. AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. PER WAS WS -09, WC -17 SOILS ENGINEER OR UNDER HIS DIRECTION, HE SHALL L INSPECT 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A INS UNDERGROUND, 14. CONTRACTOR SHALL FURNISH AND INSTALL, PEP SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION (9 INSTALL 8" GATE VALVE PER WAS WV -01 �- - AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS TAPE ABOVE ALL PUBLIC SEWER LIDS, AND PORTIONS OF SEWER DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER AND BACKFILLS AND COMPACTION OF TRENCHES. ME SMALL LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. FOR INSPECTION OF PROJECT. SUBMIT T . WATER IS TO DRAIN AWAY FROM S REPORTS AS REQUIRED AND WILL DETERMINE THE ADJACENT PROPERTY LINES INSTALL SEWER MANHOLE PER SDRSD SM -02 SUITABILILITY Y OF ANY FILL MATERIAL. UPON COMPLETION OF STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE CONVEYED TO AN APPROVED DRAINAGE FACILITY. INSTALLATION. GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ACCEPTANCE OF WORK. (D INSTALL PCC DRIVEWAY APRON SORSD G -14 IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, 14. APPROVAL OF THIS PLAN BY SOWO DOES NOT CONSTITUTE A CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED 17, THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS 0 INSTALL STREETLIGHT PER SDRSD E -1 AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS THEIR INTENDED USE. STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ROLLS, GRAVEL BAGS) MUST BE IN PLACE 1'0 PREVENT ERODED EASEMENTS TO MAINTAIN THE PUBLIC SEWERS- PROPERTY BOUNDARY 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SOIL FROM LEAVING SITE, MATERIALS MANAGEMENT BMP MUST 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE 15, ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE PROPOSED SETBACKS -- - SURFACES TO PROVIDE' POSITIVE DRAINAGE' AND PREVENT PONDING ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER REQUIRED PRIOR TO CONNECTION TO SYSTEM. CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE PROPOSED CONTOURS OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON EXISTING CONTOURS SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WASHOUT AREAS, COVERED STORAGE AREAS FOR STA TEMENT OF ENGINEER OF WORK IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER EXISTING EASEMENT - -- -. - - - -- 3 OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED 8Y THE ENGINEER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PROPOSED BUILDING FOOTPRINT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OVER A PERVIOUS SURFACE. INSTALLED. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN EXISTING SEWER CLEANOUT 5, NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE EXISTING SDG &E BOX FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR (WASC) STANDARDS, BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY EXISTING EDGE OF PAVEMENT SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE DRAIN, DRIVEWAY, AND STREET, REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW CENTERLINE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 6, ALL PROJECT GRADING PAD HEIGHTS SHALL CONFORM ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, DEVICE ARE RESPONSIBILITY OF OWNER. EXISTING WATER MAIN AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TO THE APPROVED TENTATIVE MAP. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIZTY FOR THE PLANS NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TD OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 17, MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE EXISTING SEWER MAIN A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 7. ALL MASONRY FREESTANDING OR RETAINING WALLS AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. LIMITS OF WORK/GRADTNG �... PERCENT. IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIBLE FROM POINTS BEYOND THE PROJECT SHALL BE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT TREATED WITH A PROTECTIVE SEALANT COATING TO ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER DRAINAGE DIRECTION -- - WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF SERVICES. ACCORDANCE WITH SPECIFICATIONS. FACILITATE GRAFFITI REMOVAL. THE WORK P FORMED BY THE ENGINEER. PROPOSED CONCRETE CURB PER SDRSO G -2 �� -- -- 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 8. ALL LOTS 3, 6, 8, 12 AND 16 SHALL REMAIN SINGLE - 1 ` 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY PROPOSED RETAINING WALL PER GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS STORY IN ACCORDANCE WITH CONDITION SCN OF THE B a EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES, ETC.) SDRSD (TYPE PER PLAN) WITH SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PC RESOLUTION NO. 2007 -33. __ �11 t o g THAT ARE EFFECTED BY THEIR PROJECT. SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE WILLIAM STZN SUITER DATE DECORATIVE BLOCK - 20, CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS ENGINEER OF WORK AND LEFT I A NEAT AND ORDERLY NoText NoText NoText NoText NoText NoText NoText NoText GRADING NOTES NOTIFICATIONS SEWER NOTES ESTIMATED EARTHWORK QUANTITIES LEGAL DESCRIPTION 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (CARDIFFSAI TITATIONDISTRICT) THE SOUTH ONE -HALF OF THE NORTHEAST QUARTER OF THE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), 4, 600 CUBIC YARDS REMEDIAL OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO GOVERNMENT CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ON THESE PLANS, HOWEVER: THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SURVEY THEREOF, APPROVED APRIL 19, 1881. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE 10,500 CUBIC YARDS EXCAVATION (CUT) SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO 10,500 CUBIC YARDS EMBANKMENT (FI LL) A.P.N.: SITE ADDRESS REQUEST FOP INSPECTION. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S SPECIAL PROVISIONS: 0 CUBIC YARDS IMPORT/ EXPORT 259 - 180 -19 1150 MELBA ROAD 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 1. TRENCH WIDTH SHALL BE PER SDRSD No.S -4 UNLESS OTHERWISE ENCINITAS, CA 92024 INVESTIGATION - PROPOSED 18 -LOT RESIDENTIAL SUBDIVISION" NOTED. PREPARED BY VINJE & MIDDLETON ENGINEERING, INC., CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY DATED APRIL 21, 2006. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 2. PIPE AND BEDDING CONDITIONS.' TRE NCH VOLUMES OR ANY OVEREXCAVATION IF OWNER/PERMIT°TEE ACCORDANCE WITH THE RECOMMENDATIONS AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED REQUIRED BY SITE CONDITIONS SPECIFICATIONS CONTAINED IN SAID REPORT. WORK: POCK BENEATH THE PIPE. SENOJAC, LLC A. SEWERS - CSD (800) 422 -4133 - DIG ALERT CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES 225 W PLAZA ST # 101 (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF SOLANA BEACH, CA 92075 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. (760) 579 -1093 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SDWD (BOO) 422 -4133 - DIG ALERT 'S CERTIFICATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN GRANULAR MATERIAL HAVING A SANG EQUIVALENT OF 30 OR BETTER. EARTHWORK QUANTITIES ARE ESTIMATED FOR OWNER D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT PERMIT PURPOSES ONLY. (CALCULATED ON A CONJUNCTION WITH IMPROVEMENT PLANS. E. CABLE TV - COX (800) 422 -4133 - DIG ALERT (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 DUE TO SHRINKAGE OR SWELL FACTORS). THESE PLANS. GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES APE 1% OR GREATER. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633 -2770. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN WATER NOTES (SAN DIEGUITO WATER DISTRICT) ARE NECESSARY FOP AND DESIRABLE FOR THE PROPER COMPLETION OF 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOP THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE THE IMPROVEMENTS. REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. ACCEPTANCE. AND STABILITY OF THE SITE. OR A LICENSED LAND SURVEYOR. SO ENGINEER S CER TI CA 1 E PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH B -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL Z S .Mehdi S. ShariA A REGISTERED CIVIL ENGINEER IN THE STATE OF BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN -- SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER q FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY 9 RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SDRSD NoS.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE THE DEVELOPER. DIRECTLY INTO MANHOLES. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY LAWRENCE HOLLAND OR CHRIS SWORTWOOD, MEMBER DATE REGULATIONS. DIRECTION BETWEEN THE DA TES 3 - 9_0(o AND ONE COMPLETE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN SENOJAC LLC 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SDRSD No.S -10, TYPE A. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH 225 W PLAZA ST # 101 RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH GRADE OF STREET. S BEACH, CA 92075 CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7:30 A.M. ENGINEER, FURTHERMORE, I MINIMUM COVER. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. (760) 579 -1093 NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE LEGEND RECOMMEND TIONS IN ED IN THE S REPORT FOR THIS PROJECT HAVE B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER LEGEl D 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN INC ORATE IN IN PLAN NO SPECIFICATIONS. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, BOX FOR EACH RESIDENTIAL LOT. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE e PRIOR TO ACCEPTANCE OF WORK. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 1Q PROPOSED 2" BLOW OFF ASSEMBLY PER WB -01 -0 . 1 I EER SOILS ENGINEER r PRESENT: CITY INSPECTOR, CIVIL ENG N SIGNED: �.._,.- ;.,�., 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. PROPOSED FH ASSEMBLY PER WAS WF -01 y GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING - `� ° %. ",; «��, DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN RCE NO.: 4�0 `'` L7� ?:�?�' • "t. ~ -` PUBLIC USE. 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK ADVANCE BY CALLING (760) 633 -2770. "'L"' �qT= EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE © PROPOSED 2" MAR ASSEMBLY PER WA -01 ^u EXP. DATE: I� - 31 ZJIU C``i" :•,a ,:c ar 10. CATION. CONSTRUCTED. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL - - ;�.,;� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY '� lr i2s7-;G ® INSTALL 8" GATE VALVE PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE VINJE & MIDDLETON ENGINEERING INC i' "' 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER �' DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 2450 VINEYARD AVE, STE. 102 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS zld r`cJ/ MAIN. © INSTALL 8" TEE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER ESCONDIDO, CA 92029 BEGINNING WORK TO ARRANGE i a 1:'" FOR INSPECTION DIVISION 48 HOURS IN ADVANCE OF OF 633 -2770. :, - SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE =- OF PROJECT. ( 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY INSTALL 8" END CAP ASSEMBLY W _____C3 CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PROJECT NO. 06 -181 -P 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY OPERATION. (760) 743 -1214 SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. INSTALL 8" PVC WATER MAIN (CL- 200) 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NOTES: RIGHT OF WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 1. OWNER TO OBTAIN A 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, ® INSTALL B" PVC SEWER MAIN -S CONSTRUCTION PERMIT FROM THE S- RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE ENGINEERING DEPARTMENT CO LEAST 48 HOURS PRIOR TO WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER INSTALL TYPE F CATCH BASIN PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 963 -G WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER ® O HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN DISTRICT OFFICE. APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD ® PROPOSED 4" SEWER LATERAL PER SDRSD SS -01 S AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE rY DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES LINE IS. TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER © PROPOSED 1" WATER SERVICE W/ DUAL METER - SUCH GRADING OPERATION. 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED ABUSE OR NEGLECT. AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. PER WAS WS -09, WC -17 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, UNDERGROUND. SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION ® INSTALL 8" GATE VALVE PER WAS WV -01 �- AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. FOR INSPECTION OF PROJECT. INSTALL SEWER MANHOLE PER SDRSD SM -02 SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE GRADING OPERATIONS FILL SHALL STATE THAT OBSERVATIONS AND CONVEYED TO AN APPROVED DRAINAGE FACILITY. 16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL INSTALLATION. ACCEPTANCE OF WORK. ® INSTALL PCC DRIVEWAY APRON SDRSD G -14 TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE ® INSTALL STREETLIGHT PER SDRSD E -1 ) CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. PROPERTY BOUNDARY THEIR INTENDED USE. ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE PROPOSED SETBACKS - - - - ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER REQUIRED PRIOR TO CONNECTION TO SYSTEM. CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE PROPOSED CONTOURS 255 SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON EXISTING CONTOURS DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE WASHOUT AREAS, COVERED STORAGE AREAS FOR STA TEMENT OF ENGINEER OF WORK IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER EXISTING EASEMENT - - - - - SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT OVER A PERVIOUS SURFACE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED BUILDING FOOTPRINT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN EXISTING SEWER CLEANOUT INSTALLED. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S EXISTING SDG &E BOX 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EXISTING EDGE OF PAVEMENT u SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE DRAIN, DRIVEWAY, AND STREET. FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW CENTERLINE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, DEVICE ARE RESPONSIBILITY OF OWNER. EXISTING WATER MAIN SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 6. ALL PROJECT GRADING PAD HEIGHTS SHALL CONFORM AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM TO THE APPROVED TENTATIVE MAP. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE EXISTING SEWER MAIN NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. LIMITS OF WORK /GRADING W W A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 7. ALL MASONRY FREESTANDING OR RETAINING WALLS FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIBLE FROM POINTS BEYOND THE PROJECT SHALL BE ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER DRAINAGE DIRECTION PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT TREATED WITH A PROTECTIVE SEALANT COATING TO WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF SERVICES. ACCORDANCE WITH SPECIFICATIONS. FACILITATE GRAFFITI REMOVAL. THE WORK P FORMED BY THE ENGINEER. PROPOSED CONCRETE CURB PER SDRSD G -2 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH B. ALL LOTS 3, 6, 8, 12 AND 16 SHALL REMAIN SINGLE- 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY PROPOSED RETAINING WALL PEA GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS STORY IN ACCORDANCE WITH CONDITION SCN OF THE BY. � a THAT ARE EFFECTED BY THEIR PROJECT. EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES ETC.) SDRSD (TYPE PER PLAN) WITH SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PC RESOLUTION NO. 2007 -33. 1 ° WILLIAM STIN SUITER DATE DECORATIVE BLOCK SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS HATCHED AREA REPRESENTS LANDSCAPED ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY LANDSCAPING Q pOFESSIp N9 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A AREA FOR BEST MANAGEMENT PRACTICE NOT 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE �O CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER RCE No. 68964 MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. TO BE MODIFIED WITHOUT PERMIT FROM THE NoText NoText NoText NoText NoText NoText - , rr . � ;'��.....• !MSC^*' . °�!" - GRADING NOTES N�57=ATI b*E NOTES DESCRIPTION � �� ESTIMATED EARTHWORK QUAN7=S 1. THE EXISTENCE AND LOCATION OF L/NDERGROUND MrLYTY PIPES ( RDIFF CA SAIVITAT FONDIRI M TE ST T SMITH ONE - MLF OF tW NORTFEAST MfAMEP OF rrIF 1. /ILL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLATYS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEARCH OF AVAILABLE STATE OF DIEGO, CALIFORNIA, ACCORDING Ta GO► fEATT RECORDS. TO THE BEST OF OUR ALL WORK SHALL BE DOW IN ACCORDANCE WITH THE STANDARD R ANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE N HER (SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ItATEST EDITICINL 4, 600 CUlBIC YARDS lEMEDIAL OF SAN Ar CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL___ KNOWLEDGE LEDDGE P T HER E ARE N tiOlelEY O EXISTING UTILITIES EXCEPT AS SHOW SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD N � � � " STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE 10,500 CUBIC YARDS EXCAVATION (CUT) REQUEST APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY BAN DIEGO S�� N DARDS � (LATEST SA DIEGO 10, 500 CUBIC YARDS EMBANKMENT (FI LL.) A.M. S ' MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SPECIAL PROVISIONS' O CUBIC YARDS IMPORT/ EXPORT f .0 9-180 !9 150 MELBA AD DENTED AT THE WORK SITE. T S THE CONTRACTOR'S 25 ME ROAD HE SOILS REPORT TITLED PRELIMINARY SEOTECf4VICAL L I I � ! R. T TRENCH WIDTH SFTALL PER TMS S-t [GU OTT£AWTS£ INVESTIGATION - PROPOSED 18 -LOT RESIDENTIAL SUBDLVLS.IDAT " RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 1 � ;" '' ENCIN CA 92024 - --. - - - -- CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR - -_ -- -- � - - - - PREPARED BY VINJE 6 MIDDLETON ENGINEERING, INC., W STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 2. PIPE AND BEDDING CONDITIONS. CONDITIONS. s ACCORDANCE WITH THE RECOMMENDATIONS AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ESTIMATE O NOT R ji x TR r,A IPP�N f �ILiTY DATED APRIL 21, 2006. ALL GRADING SHALL BE DONE IN t - SPECIFICATIONS CONTAINED IN SAID REPORT. WORK: BENEATH THE PIPE. - SENOJAC, LLC A. SEWERS - CSD {B00) 422 -4133 - DIG ALERT 225 W PLAZA ST i 10 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 0 Y,C.P. AM AS.S. TRUSS PIPE SEMMG PAM BOTTOM OF CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES SOLANA BEACH, CA 92075 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF H. SAS 6 ELECTRIC - 6 UM 068E (600) 422 -4133 - DIG ALERT PIPE TO SP INCHES MINIM ABOVE THE PIPE SHALL BE &AML ARE CORRECT PRIOR TO COMMENCEMENT OF MORK. (7160) ,c7g -1pg3 -" ' ,IMPROVEMENTS WITHIN STREET RIGHT -OF -HAYS. SEPARATE C. MATER - SOWD (800) 422 -4133 - DIG ALERT GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING - APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN - GRANA AR IWAMRTAl HAVIAIG A S4ND E(81UlALEN OF !Q OR METIER EARTHWORK QUANTITIES A ESTIMATED FOR - �� CERTIFICATE - CGINJUNMCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - SBC (800) 422 - 4133 - DIG ALERT PERMIT PURPOSES ONLY. (CALCULATED ON A E. CABLE TV - COX (SOD) 422 - 4133 - CIS ALERT IC) P.V.C. AND ABS. SOLID WALL PIPE BEDDING FROM BOTTOM THEORETICAL BASIS. _ACTUAL QUANTITIES MAY VARY � AGREED THAT FIELD C2VITI( US MAY fEOUIRE CHANSES TO 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 DUE TO SHRINKAGE OR SWELL FACTORS). PLANS, v ; GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY HOURS PRIOR TO BEGINNING ANY )WORK ON THIS PROJECT. ALTE R AT IONS ; _ -- _ - -- HE PIPE INVERT BRADES ME 4X OA GREATER. -- - - - - -- -- - - TT I5 ru! TF£R AGITED THA Tw OMEN ( IEVELOPEA) Sffidt 6. PROTECT TAKE ANY NECESSARY DURING GRRADINGOPERAT D I PHONE: IONS. -__- -_ (760) 633-2770. - - - 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE WERS ADDITIONSTOT R HESE PLANSWHICH �CIT OR ENGINEERDE L NAVE A -- - - -- y n r �T r�� ARE NECESSARY F AMID DESIRABLE FLT3 THE AgC1RER COMP LETICN ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED 0R SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN WATER N (Sa4NDIEGVIL O YYA1!ilt D TERMI OF REPAIRED TO 3• TW CONTRACTOR SHALL ME' P4 HOURS NOTICE ON CALLS FM THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE ` CONDITION EXISTING PRIOR TO &RARING. �l INSPECTION. PHONE: T760) 633 - 2770. ALL WORK PERFORMED LASED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 1• MATER NAYW LATERALS AND APPURTENANCES SMALL DE CONSTRUCTED DEB GISTE . S. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR JW ITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO THA( A RE --- ERE --- D SOILS SOILS ENGI 1' -- -- BE NC HMARK WHICH IS DISTURBED -0R DESTROYED SHALL-BE RE n REJECTION -AND REMOVAL 4 GCONSTRUCTMN OF P.C.C. SEWER MANHOLES SHALL BE PER W ATER DISTRICT_ (WASC). THE CONTRACTOR SHALL AND HEREBY DOES " EOLOGIS FY T HAS BEEN OR SWILL -BE RETAINED TO SUPERVISEA t_t�rp SoM ENGW ER S CERTIFICATE PRECAST MA*AOLE BASES ARE ACCEPTABLE FOR USE WITH B -INCH H � No.S -17. POURED IN PLACE MANHOLE BASES SHALL-BE # ---GUARANTE ALL �k?K FL1R A i�E13�IL1D OF D<+E 3'€AFi AFTER TkE DATE ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OVER ALL GRADING ACTIVITY AND ADVISE OF TH(E COMPACT CO OR A LICENSED LAND SURVEYOR. iKJNOLITHIIC POUR FINISHED COMPLETE AT THE TIME OF POUR. ACCEPTANCE. AND STABILITY OF iH WE SITE. - -- - _ - - - - - --------- -- -- - - - - - -- - - -- - -- - -- - - _ - - - ., 7. THE CONTRACTOR - SHALL - D ESIGN, CONSTRUCT AND MAINTAIN ALL -- 'LbLLECTOR SYSTEMS WITH INSPECTORS APPROVAL. �2. �LNVLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE S. 6 - PV*d i S. Shar,dk A REGISTERED CIVIL ENGINEER IN THE STATE OF BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND '�--- ` CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL S• THE CONSTRUCTION OF 4-INCH SEWER LATERALS 84ALL BE PER - SDRSD NosS -13 AND S -14. LATERALS SHALL NOT DISDWSE DEGUITO WATER DISTRICT AFTER PAYMENT OF THE ESTIMATED COST BY FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL DIRECTLY INTO MANHOLES. THE OEVELOpER• - �• O � REGULATIONS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY LAWRENCE HOLLAND OR CHRIS SWORTWOOD AEM13ER DATE DIRECTION BETWEEN THE DATES 3 -9 � AND 4_ml.eG ONE COMPLETE 6. THE C TIOFf OF 1F AFC? MALLS SVtL BE PER 3. M•EFE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN SENOJAG LLC 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF fl/p) COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY >C0� NoS -10; T E A. PROFILE TOP OF PIPE PROFILE IS 46 INCHES BELOW CENlTERLDAE FINISH 25 W PLAZA ST 0 301 LL ' _74ILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE - - PECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY _ -____ _. _. OF STREET. ANA BEACH CA 92075 CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A.M. ENGINEER, FURTHERMORE, I 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH I2 -INCH ' r MIND" COVER. 4. ALL SERVICES TO BE CONSTRUCTED a OF DRIVEWAYS'. (760) 579- NOR ON SATURDAYS. SUNDAYS AND CITY RECOGNIZED HOLIDAYS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE + _ - RECOMMEND TIONS I IN ED IN THE S REPORT FOR THIS PROJECT HAVE 3. THE FINAL LOCATION AM ELEVATION OF SEWER AND WATER MAINS - 15. CONTRACTOR TO FURNISH ONE INCH COPPER WAIL R SERVICE AND MEIII3 IL �� - � -- 6. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN INC ORATE IN PLAN ND SPECIFICATIONS. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS SOX FOR EACH RESIDENTIAL LOT. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE � n_ n . PRIOR TO ACCEPTANCE OF NOW. M4 PRESENT: CITY INSPECTOR, CIVIL EhWNEER. SOILS ENGINEEFL SLS '�: 1 t - _ _ _ _ _ _ _ _ CON TR ACT ORS IE 6 _ IV SH I IA S L I L TF SAFE F E7 1 Tlf - - - Q PROPOSED 2« BLOW OFF ASSEMBLY PER -01 - -Q sµ SRADING CONTRACTOR AND PERMITTEE. THE PREGRAIJE MEETING 'y: 5+�"IHI . D. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE -S HALL �E SCHEDULED WITH THE CITY A T {EAST +T8 HOURS IN - (YO„ L�124 - -- - K= D ISTRICT ENGINEE74 DW hRITING PRIOR TO ACLEPTANGE TOR - _ _ _ PF D i �SSEl�L9�ER XA5 FF-di _- - _ ADVANCE BY CALLING (760) 633 -2770. �n PUBLIC USE. 7. INSTALL FIRE HYORo S' 2.3 FEET FROM FACE OF CURB IF NO SIDEWALK SO. rI420R TO MAtitiNH6 DIRT OR CONSTRUCTION MATERIALS TO ANY • EXP. DATE: 12 - 317JIU '�: Me�6t7i Z. FILL AREAS C OMPACTED TO EXISTS. OR 7 FEET FROM FACE OF CURB Ml-FJ SIDEWALK WILL. BE " PF DEED ?' MW ASM49LY PER NA-01 .--� _ MUST BE _ _ 90% PRIOR TO PIPE INSTAL- 4:URS7RUCTED. LATION• PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE YIN+IE 6 MIDOLETON E NGINE RING I DVS TALL i _ SATE VALVE , EVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM NE P450 VINEYARD AVE, ST €. 942 !1. FIFE CUNTRACTOR SHALL NOTIFY THE DISTRICTS FIEND WEERATIONRS @• PROVIDE AIR RELEASE ASSEMBLIES AT A HIGH POINTS IN HATER -CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER -FSC0NOI00. CA 92029 - ' - - DIVISI O N 48 HOURS IN ADVANCE OF BEGINNING NOIRK TD AFJNANGE - - )MAIN. - -� INSTALL B" TEE SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ._ FOR INSPECTION OF PROJECT. (750) 633 -2770. S CH/S , CgYfRACTOR 9VLt OBTAIN ENCROAEW PERMITS "IOM THE CITY ` CITY ENGINEER MAY IINPOSE WITH REGARDS TO IRE HAULING PROJECT NO. 06 -181-P Y OPERATION. (766 743 - 1214 1?. COMPACTOR S HALL OBTAIN A PE RMIT F7a01M ifE CIT1'S OF ENCINITAS FOR ANY EXCAVATION WI7HWIN EXISTING CITY --iW SERV OF E ARTMENT FUR ANY EXCAVATION WITHIN EXISTING CITY IRIGdTS 1]F -NAY. IFbTALL B' PVC WATER WAIN (CL - M 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NOTES: 10. THE DISTRICT REQUIRES TH AT COMPACTION TESTS BE TAKEN WHERE 'PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 1, OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE 19• THE CONTRACTOP SHALL, AM WPM M 1 #ANTES ALL WATER LIMES ARE INSTALLED WITHIN EXISTING CDUVTY RIGHTS-OF-WAY, INSTALL B« PVC LETER MAIN RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE• CITY OF ENCINITAS RIGHTS- OF-WAY, PRIVATE EASEMENTS, AND THE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 963 -G WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO OF THE WORK BY THE OWNER AND SHALL fE•PAIR OR REPLACE ANY RESULTS APPROVED BY THE CITY OF ENCINITAS � INSTALL TYPE F CATCH B BEFORE THE WATER 'AS`IN � © ` HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND OR ALL SUCH WORK TOGETHER WITH ANY OTHER NOW WHICH LINES ARE'ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER �APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN DISTRICT OFFICE. AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE . PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE IyORKMANSHIP AND /0R MATERIALS WITHIN THE ONE YEAR PERIM OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY � PROPOSED 4" SEWER LATERAL PER SDRSD SS-01 FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER � D MHO ATE AND SIGNATURE OF THE CIVIL ENGINEER CERTIFIES LINE IS THE OWNER EXCEPTING ORDINARY NEAR AND TEAM UNUSUAL ' PRIOR TO AWARDING MATER LINE CONTRACT, OW NER MALL ADVISE PROPOSED 1" WATER SERVE Wf Q(�AJ. HATER SUCH �RApjpG RATjOpH, PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER 2. ALL t)TILIT1ES SERVING THIS SITE SHALL BE rNSTALLED ABUSE OR NEGLECT. AGENCIES STANDARDS COWMITIEES !!+LASE) SPECIFICATLONS. PER WAS WS-09 WC -17 92. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED i4. CON TRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, SOILS ENGINEER OR UNDER HIS DIRECTION. -- HE SHALL INSPECT - - HE' APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION _____12. - THE CONTRACTOR SHALL T10TIFY fi£ - DISTRICTS INSPECTION _= IN � STALL ' - GATE VALVE PER WAS WV-01 - 9. NO CONCEN AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS TAPE ABOVE ALL PUBLIC SEWER LINES. AND PORTIONS OF SEWER DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE A ND B ACKF LLS L TRATED DRAINAGE FLOWS ARE PERMITTED OVER E TED FOR INSPECTION OF PROJECT I AND COMPACTION I OF TRENCHES. N SHAL LA TERALS LOCATED WITHIN PC,BL C I RIGHT OF WAY OR EASEMEN SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE Tw ADLMCENT PROPERTY LINES. WATER ZS TO DRAIN AWAY FROM DiSTALL KKR MATMa.E PM l!!I� llMhat AS UITASTLITY OF ANY FILL MATERIAL. UPON COMPLETION OF ASTRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 115. FGt BEAR R LATERAL TAE � ((FE ! ET . 13. FILL ACAS KW ME � C13D TO 11M TO P� --- - - - - -- - - -___ CONVEYED TO AN APPROVED DRAINAGE FACILITY. RCTALLATIML GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 16. 'AS- BUILT" DRAWINGS MUST � btBMI1TED RiId9 1D FlFA1L TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ACCEPTANCE OF NOW. Q LL INSTA PCC DRIVEWAY AFRON SDRSD 6-14 ;, ? ; I N HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE 4• EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, 94. APPROVAL OF THIS PLAN BY SOWD DOES NOT CONSTITUTE A ?' VEGETATIVE COVER, � UTE _MATING) _MUST fE IMPLEMENTE ____. 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO RE PRESENTATION AS SO THE ACCURACY OF THE LOCATION laF -OR THE - C ONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. AINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS E ��- � I" AND THAT ALL E M BA NKMENTS AND EXCAVATIONS ARE ACCEPTABLE GUNK FIBER ___ AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS TRUCTUR OR NON-EXISTENCE OF, ANY LMOERGROUY� �ITjLITY. PIPE QR SORSO E-1 THEIR INTENDE D USE. SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, E. E WITHIN THE LIMITS OF T HIS PFi(1.ECT. •� �� R OLLS, GRAVEL BAGS) MUST B E IN PLACE TO PREVENT ERODED EAS EMENTS TO MAINTAIN THE AI6LIC SEWERS. LR S BOUNDARY 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST . ALL EXIS711C FACILITIES gRI4 MAY AFFECT FINAL DESTGN IF. LIMB PROPOSED SETBACKS _ - - - A W A S T EW TER DI SCHARGE PERMITS AND PL.UISB SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER REQUIRED PRIOR TO CONNECTION - TO_ SYSTEM _ _ _ CROSSINGS, LINE PARALLELING. OR PROPOSED CONNECTION SHALL BE CONTOURS 5 �- OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY - FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS - j DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED W ORK ON THE DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO � _ WITHIN 10 FEET OF PROPOSED WAITER MAINS SHALL BE SHOWN ON w EXISTING CONTOURS - 4 SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WASHOUT AREAS, COVERED STORAGE AREAS FOR � STATEMENT OFENGEVEER OF WORK IMPROVEMENT FANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER EXISTING EASEMENT OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS k4lA6 UNLESS GIVEN WRITTEN PEF04ISSION BY SAN DIEGUITO MATER DISTRICT., OVER A PERVIOUS SURFACE. THE LMTDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED BUILDING FOOTPRINT DRAINAGE AND EROSION CONTROL M HAVE BEEN SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES 15. THE WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL (WAVE AN 6. NO DIRECTLY CONMVECTED IAIPERVIOIfS AREAS (DEAR) SHALL ENGINEER S TRADE INSTALLED. DR PROFESSION. THE ENGINEER FURTHER AGREES THAT T HE WORK APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS (I EXISTING SEWER EANOUT O I 94. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND BE ALLOWED. OCIA MEANS STORM RLNNOFF GENERATED AND PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE EXISTING SDG6E BOX C3 FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOT LaEIX/IRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY EXISTING EDGE CIF RAWDENT HE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE CRA % DRIVEWAYY, AND STREET. REVIEW PERFOMED BY T CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY OUTSIDE CITY OR COUNTY RIGHT- OF-WAY OR OUTSIDE WATER DISTRICT MATERIAL USHALL B R E MOVE DLB Y IS TO CONTRACTOR F THE FILL 6. ALL PROJECT GRADING PAD HEIGHTS SHALL CONFORM HE FOR THE PLANS PREPARED BY 17E ENGINEER IS NOT A DETERMINATION BY THE CITY EASEM REPAIR, MAINTENANCE AND ANN TEST OF BACKFLOW CENTERLINE ENCINITAS OF T TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, DEVICE ARE RESPONSIBILITY OF OWNER. EXISTING WATER MAIN AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM f` TO THE APPROVED TENTATIVE MAP. ! AND IT THEREPORE DOES NOT RELIE THE ENGINEER OF RESPONNSIBLIITY FOR THE PLAINS NATURAL GROUND. THE EXPOSED SOILS SHALL BE'SCARIFIED TO OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 17. PINT" fOR22ONiTAL SEPARAIIONf OF 10 FEET RE'OUIRED BETWEEN FIRE EXISTIAIs SLIER MAIN A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 7. ALL PASONRY MEESTANDIM NoText NoText NoText NoText NoText NoText