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2011-11089 SG (Plans) GRAD17VG NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION SITE ADDRESS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 1HESEXPLANS CWER OBTAINEDD BY SEEARCH OF AVAILABLE PRECORDS. TOTRTHE BEST OF OUR N RELATIVE TO CONSTRUCTIONACTIVITIES THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A LOTS 31 AND 32, BLOCK 57 OF CARDIFF "A" 2165 OXFORD AVE. CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CONCRETE WASHOUT (EXCLUDING ANY EXISTING MAN MADE SLOPES). IN THE CITY OF ENCINITAS, COUNTY OF SAN CARDIFF, CA 92007 CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY DIEGO, STATE OF CALIFORNIA, ACCORDING TO STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA 2• THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.0 FT MAP THEREOF NO. 1334, FILED IN THE OFFICE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4.0 FT OF THE COUNTY RECORDER OF SAN DIEGO OWNER/PERMITTEE REQUEST FOR INSPECTION. OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR COUNTY MAY 12, 1911. GRANT AND JOY SHEPPARD UTILITIES AND NOTIFICATION F COMMENCEMENT OF WORK. ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 2.2 FT 2165 OXFORD AVE. 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL OF CUT AREA F CUT (S.F.) A.P.N.: 2165 O, O 92007 VE INVESTIGATION PROPOSED SINGLE FAMILY RESIDENCE 2165 A. SEWERS - CSD (760) 633-2770 CONSTRUCTION SITE ACCESS (76D) 602-5353 OXFORD AVENUE, CARDIFF BY THE SEA, CALIFORNIA" 3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.3 FT 260-404-27 PREPARED BY COAST EO I DATED APRIL 17, 2012. B ALL GRADING SHALL BE DONE ONE IN N A CCORDANCE WITH THE B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND OF FILL AREA OF CUT (S.F.) A INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID C. WATER - SDWD (800) 422-4133 - DIG ALERT AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. OWNER'S CERTIFICATE SOILS ENGINEER'S CERTIFICATE 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL F D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT CONSTRUCTION VEHICLES IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO I, j&udk REGISTERED CIVIL ENGINEER IN THE STATE OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR THESE PLANS CALIFORN IA, Fr�Ffil1NCjpALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL IMPROVEMENTS WITHIN STREET RIGHT-F .-WAYS. SEPARATE E. CABLE TV - COX (800) 422-4133 - DIG ALERT MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS °) CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A �J APPROVALS AND PERMITS FOR THESE SHALL E REQUIRED IN PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN CONJUNCTION WITH IMPROVEMENT PLANS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES S ALTERATIONS OR THE DATES 3-La-�z _ AND '-is-iz_, ONE COMPLETE COPY OF THE SOILS ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATI S BEEN 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE EROSION CONTROL ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FUR T VE REVIEWED GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON GALLS FOR INSPECTION. PHONE THE IMPROVEMENTS. THESE GRADING PLANS AND CERTIFY THAT THE RECOMM D IN THE (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT F INSPECTION WILL E SUBJECT EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORP i' NG PLANS C; 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO REJECTION AND REMOVAL. ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT AND SPECIFICATIONS. TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, ANO 1)�p - 1y,/_L 2i©9 " ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SEW GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ER NOTES BONDED FIBER MATRIX. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR SIGNED._ G�E, t! o REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. -* - ►� v. ALL WORK SHALL E DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION RCE NO.: � Z$3 CEG 210 CEHTIFIkU WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. AND STABILITY OF THE SITE. - 7---- - �; t ENGINEERING'- #' 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT DR THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN EX P. DATE:%?3�-�3 �N� GEOtOGI€T - BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION -- - -- DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS i - ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND /( (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS J y` 7 COAST GEOTECHNICAL "a` I �0 OR A LICENSED LAND SURVEYOR. TEMPORARY EROSION CONTROL MEASURES. 779 ACADEMY DRIVE ant 1. TRENCH WIDTH SHALL E PER SDRSD NO.S-4 UNLESS OTHERWISE NOTED. GRANT SHEPPARD DATE 782 , 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL SOLANA BEACH, CA 92075 ;cs SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 2. PIE AND BEDDING CONDITIONS: BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. PROJECT NO. P-594312 A RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. PHONE: (858) 755-9125 FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND �� `� REGULATIONS. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT JOV SHEPPARD DATE MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) FREE-DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ESTIMATED EARTHWORK QUANTITIES CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 7.30 A.M. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE ACTIVITIES ARE COMPLETE. MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 100 CUBIC YARDS EXCAVATION (CUT) MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS SEWER SERVICE LATERALS 40 CUBIC YARDS EMBANKMENT (FILL) AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, ON-SITE CONSTRUCTION MATERIAL STORAGE GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 60 CUBIC YARDS EXPORT `Fi ''g SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 4• THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD No.S-17. POURED IN STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND '� SITE ADVANCE BY CALLING (760) 633-2770. SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL TRENCH VOLUMES OR ANY OVEREXCA VA TION IF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH COLLECTOR �, �• 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY SYSTEMS WITH INSPECTOR'S APPROVAL. STORED ON-SITE. �� REQUIRED BY SITE CONDITIONS PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER SDRSD Nos.S-13 AND S-14. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. s ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD NO.S-10, TYPE A. STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION EARTHWORK QUANTITIES ARE ESTIMATED FOR OPERATION. MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER PERMIT PURPOSES ONLY. (CALCULATED ON A 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH MINIMUM COVER. AT ALL TIMES. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING DUE TO SHRINKAGE OR SWELL FACTORS) . PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL B. THE FINAL LOCATION AND ELEVATION OF SEER AND WATER MAINS AND LATERALS SHALL TRAINING RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE BE SHOWN ON ORIGINAL AS-BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11089-SG DETERMINED. REFER TO SOILS REPORT FOR REMOVAL HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 9. ALL DESIGN CHANGES F SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE AND RECOMPACTION DEPTHS. APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT SUCH GRADING OPERATION. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. LEGEND GEND 11.IN THE CONTRACTOR SHALL ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT.IO(760) 633-2770. WASTE MANAGEMENT VICIlVITY MAP 1. �I 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED NTS SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND AND T EST THE S EXCAVATION PLACEMENT T AND COMPACTION SHA O FILLS DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON STATEMENT OF ENGINEER OF WORK S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICT),V PROHIBITED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPERTY BOUNDARY SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PROPOSED CONTOURS 261 IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR NEGLECT. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN REQUIRED BY THE CITY F ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR EXISTING CONTOURS 261- - - - AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY THEIR INTENDED USE. 14. CONTRACTOR SHALL FURNISH AND INSTALL, ER SPECIFICATIONS, THE APPROPRIATE BURIED WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF EXISTING EDGE OF PAVEMENT UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS WITH ANY TRASH MATERIAL. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY EXISTING FENCE -X-X- SURFACES WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 15. OR DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS EXISTING AC BERM SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF RIGHT OF WA Y LINE DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. THE WORK PERFORMED BY THE ENGINEER. INSTALLED. 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING SETBACK LINE 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND CONNECTION TO SYSTEM. RECEPTACLES AROUND THE SITE. 6 EXISTING WATER MAIN _W_W_ FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD BY: _ @� • =A ° SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE SAN DIEGUITO WATER DISTRICT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR BRIAN M. ARDOLINO DATE EXISTING SEWER MAIN -s-s- MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 1. REVIEW F THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. F� REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR RCE No. 71651 QROFESSjpN EXISTING SEWER LATERAL AND ALLUVIAL SOILS SHALL BE REMOVED A SUITABLE FIRM ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND O 6AAEL q! NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY PASCO LARET SUITER & ASSOCIATES kQ� Fy A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 THIS PROJECT. ` p EXISTING WATER SERVICE �W ip . 535 N. COAST HIGHWAY 101 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE TRAVELED AWAY FROM CONSTRUCTION SITE PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE SOLANA BEACH CA, 92074 w m No. 71651 o m ACCORDANCE WITH SPECIFICATIONS. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR NOTES: 2 Exp. 12/31/13 a PCC CURB PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MANS SHALL BE SHOWN ON PLSA 1924 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL S'Tq CIVIC �P FLOWLINE DIRECTION SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE OF CAS-IFS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. PROPOSED BUILDING ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY EXISTING WATER FACILITY (FIRE HYDRANT, METERS VALVES VALVE BOXES, ETC.) WHICH IS CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PROPOSED RETAINING WALL EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER STORMWATER RETENTION AREA OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE LANDSCAPING ACCORDANCE WITH THE GRADING ORDINANCE. 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. CONVEYED TO AN APPROVED DRAINAGE FACILITY. NOT TO BE MODIFIED WITHOUT 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE A PERMIT FROM THE CITY 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF DIEGO GAS AND ELECTRIC VAULTS. MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND PROPOSED HARDSCAPE AREA THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO