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2008-844 G (Plans)GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL PART OF THIS DRAINAGE PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL N T BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ENVIRONMENTAL NOTES: ACTIVITIES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% (EXCLUDING ANY EXISTING MAN MADE SLOPES), CONCRETE WASHOUT 2• THE MAXIMUM VERTICAL DEPTH OF CUT IS 0 FT AND THE MAXIMUM CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS 0 FT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO A . . VOLUME OF CUT (C .F.) • WASH CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO 3 ) AVERAGE DEPTH OF GUT AREA OF CUT S.F. THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 0 C.F. /X S.F. - 0 CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ukli"i LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NAT PLANS SHALL CO ORMTOHE CITY OF ENCINITAS GRADING ORDINANCE AND As' y_ PUBLIC WORIGS ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL REVIEW BY: SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. G -ZZ -a I�IS 14 DA iTEVVO R. 70✓ - , - E G �rl DATE REVISIONS APPROVED I DATE REFERENCES DATE I BENCHMARK SCALE 2" BRASS DISK "CO. ENG. DEPT." IN TOP CURB AT EAST SIDE OF VULCAN AVENUE 200 FEET NORTH OF 'E" STREET PER R.O.S. NO. 18416 ELEVATION= 92.00' DATUM: NAVD88 HORIZONAL N/ VERTICAL N/A B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) OF FILL AREA OF FILL (S.F.) 0 C.F• /X S.F. = 0 Y CL rll 1 lYltil" NOT TO SCALE NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD 633 -2770 B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT C. WATER - SDWD 633 -2709 D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT E. CABLE TV - COX (800) 422 -4133 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 'GISTERED SOILS ENGINEER OR L BE RETAINED TO SUPERVISE AND ADVISE OF THE COMPACTION PROPERTY LI EXISTING -- WALL FS- !16.39' 5" PCC OVER FS- 116.65' 9" CLASS 2 BASE �-- 2.5% 17.37' t5' DETAIL A-A: DRIVEWAY NOT TO SCALE SAN DIEGUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN IN IMPROVEMENT PLANS. ELECTRICAL ABD SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN 5 -FOOT SEPERATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. SOILS ENGINEER'S CERTIFICATE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN Tf{ S SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 41%L-OX ANDiP_ -lrz9l . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS _BEEN _SUBMITTED TO THE QFFICE OF THE CITY HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAI IHE PwiroieHe�Vr:crnw RECOMMENDATIONS INCLUDED IN THE SOILS REPORT. THIS PR JECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 11 TION� SIGNED: ,r��� -- Ay°�'�,Q`�� RCE NO.: ,••_ CEG 2109_ - -#A _Z22 __ - �?l Exp ?5/D31(10 p , c�Q�d�51N tJ i v v: EXP. DATE: 5 -31 -10 �t -a1 -04 CERTIFIED ENGINEERING COAST GEOTECHNICAL GEOLOGIST 779 ACADEMY DRIVE I� p `� y SOLANA BEACH, CA 92075 OFC P At1F Exp.1231.09 JOB# P- 547038 r n_ STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLAN OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACT ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTIN WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT THE WORK PERFORMED BY THE ENGINEER. BY: (r /% /og STEVEN R. JO DATE' RCE 65124 V i � Ir �MIC T 1i1ROMt DIANE HYA•r DATE ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT R IEWED BY: lE;k1ED••6 DATE: "Q9 (SIGNATURE VALID FOR 2 YEARS) LANNING & BUILDING REVIEWEQ BY DATE: t: 1 PARKS & RECREATION APPROVALS PLANS PREPARED SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT RECOMMENDED Assn+ CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING FOR ALL FUEL STORED ON -SITE. YF DATE: 10% h OPERATION. BY: ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER RELEASE OF SECURITY AND AS- GRADED CERTIFICATION SHALL BE AND FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED PROVIDED STATING: ,j GRADING UNDER PERMIT NO. 844 -G WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE BARRIER AROUND THE PERIMETER AT ALL TIMES. APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED • AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES TRAINING SUCH GRADING OPERATION. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE, THE PROPERTY AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND WASTE MANAGEMENT TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND UNUSED CONSTRUCTION MATERIALS, DUMPING OF UNUSED OR WASTE AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE THEIR INTENDED USE. CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MATERIAL. INSTALLED. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND CLEARED FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD VEGETATION CAN BE RECYCLED. NON- RECYGLABU MATERIALS MUST BE TAKEN SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL WASTE HOTLINE TOLL FREE AT (800 ) 7114 -1195. FOR INFORMATION ON LANDFILLS AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM AND TO ORDER DUMPSTERS CALL E CO AT (760) 436 -4151. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RECYCLING RECEPTACLES AROUND THE SITE. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SURFACES. SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ukli"i LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NAT PLANS SHALL CO ORMTOHE CITY OF ENCINITAS GRADING ORDINANCE AND As' y_ PUBLIC WORIGS ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL REVIEW BY: SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. G -ZZ -a I�IS 14 DA iTEVVO R. 70✓ - , - E G �rl DATE REVISIONS APPROVED I DATE REFERENCES DATE I BENCHMARK SCALE 2" BRASS DISK "CO. ENG. DEPT." IN TOP CURB AT EAST SIDE OF VULCAN AVENUE 200 FEET NORTH OF 'E" STREET PER R.O.S. NO. 18416 ELEVATION= 92.00' DATUM: NAVD88 HORIZONAL N/ VERTICAL N/A B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) OF FILL AREA OF FILL (S.F.) 0 C.F• /X S.F. = 0 Y CL rll 1 lYltil" NOT TO SCALE NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD 633 -2770 B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT C. WATER - SDWD 633 -2709 D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT E. CABLE TV - COX (800) 422 -4133 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 'GISTERED SOILS ENGINEER OR L BE RETAINED TO SUPERVISE AND ADVISE OF THE COMPACTION PROPERTY LI EXISTING -- WALL FS- !16.39' 5" PCC OVER FS- 116.65' 9" CLASS 2 BASE �-- 2.5% 17.37' t5' DETAIL A-A: DRIVEWAY NOT TO SCALE SAN DIEGUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN IN IMPROVEMENT PLANS. ELECTRICAL ABD SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN 5 -FOOT SEPERATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. SOILS ENGINEER'S CERTIFICATE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN Tf{ S SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 41%L-OX ANDiP_ -lrz9l . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS _BEEN _SUBMITTED TO THE QFFICE OF THE CITY HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAI IHE PwiroieHe�Vr:crnw RECOMMENDATIONS INCLUDED IN THE SOILS REPORT. THIS PR JECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 11 TION� SIGNED: ,r��� -- Ay°�'�,Q`�� RCE NO.: ,••_ CEG 2109_ - -#A _Z22 __ - �?l Exp ?5/D31(10 p , c�Q�d�51N tJ i v v: EXP. DATE: 5 -31 -10 �t -a1 -04 CERTIFIED ENGINEERING COAST GEOTECHNICAL GEOLOGIST 779 ACADEMY DRIVE I� p `� y SOLANA BEACH, CA 92075 OFC P At1F Exp.1231.09 JOB# P- 547038 r n_ STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLAN OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACT ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTIN WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT THE WORK PERFORMED BY THE ENGINEER. BY: (r /% /og STEVEN R. JO DATE' RCE 65124 V i � Ir �MIC T 1i1ROMt DIANE HYA•r DATE ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT R IEWED BY: lE;k1ED••6 DATE: "Q9 (SIGNATURE VALID FOR 2 YEARS) LANNING & BUILDING REVIEWEQ BY DATE: t: 1 PARKS & RECREATION APPROVALS PLANS PREPARED UNDER THE SUPERVISION RECOMMENDED Assn+ APP ED YF DATE: 10% h BY: BY: R.C.E. NO. 65124 ST N ._ NES DATE: 2 d DATE: _ 8�Z /%bS EXP. 9-30 -11 \ \Serverl No. 65124 Exp . 09/30/11 LEGAL DESCRIPTION POR. BLOCK "A ", MAP NO. 112 AS SHOWN ON ROS 796 A. P. N.: 258 -201 -05 SITE ADDRESS 27 EAST "E" STREET ENCINITAS, CA 92024 O WNE IPERMITTEE MIGIiA16L tiYAI li'l0MI DIA0CrWAT 123°lb WORUDTILADE DRIvE,SvrrE2.16 (t,SAN 01N401CA C)2.12B WW i 4'�lo DIoRI�QtI •a ks 4a � A^ +Mi l MGM of Id' Mt" k�m as& l>vltMts 0. ecz aR AEI R~/ ftA i � �_ �s� r�sa�i� rLtiuzf D�'tMrA�Sab• g "- j4`a1fFk rNGC1ea self(, 402.w& f b "d►2�ip,;)4" r • li''MrN. 0 r �:rz* r: A/Is 00"l fav �+ �IiFN04E +�'ler.J: ri' 3 /t "t'�r►i #BPR * 6iM`' GeN 'G�•wEwtrAELPiGS•IL'Gx'+Y:R 4KMt � Arl�a• Z� "Ot%�p "4MJ0� coMM r 'folb M w rvrftf 130 Am" '•'rKitf► $'r. Gr•A''1' cootwof ?KC my sK#w EoofMA 8o• 'YI %4'N�o 20 sori XAlAK1r CA ?t ONW Moc,etlo .troy 2o T'• T•Ifo>!4. o*3/4rt'R•r1ikw oloop wyvA lw*g, m * M/Nionve of is" fJ{ y�101(t� f 89 mEEPV'A*o -ro / ac 'fKC /aAc._r4el N APO -'1FZa ollf *-A' -- Kt d' SIZ 44% vp "eXr+M/i'rAIA005 LEGEND 0, • fe~ SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGS BOUNDARY LINE w SETBACK LINE CENTERLINE - EXISTING CONTOURS EXISTING EDGE OF PAVEMENT EXISTING BARRIER EXISTING SDG &E UTILITY EXISTING ELECTRIC EXISTING SEWER MANHOLE r EXISTING SEWER MAIN Ti EXISTING MASONRY RETAINING WALL f EXISTING BUILDING EXISTING WATER MAIN EXISTING WATER METER PROPOSED SPOT ELEVATION PROPOSED 6" AREA DRAIN S PROPOSED 3" PVC DRAIN PIPE ES PROPOSED BUILDING WALL ACTING PROPOSED CONCRETE DRIVEWAY PROPOSED DRIVEWAY APRON PER SORSO G -14 DRAINAGE DIRECTION l PROPOSED /MIA- G+1dE+✓ "-"J BMP NOT TO BE MODIFIED WITHOUT (((((( PERMISSION FROM THE CITY ENGINEER y =� �� elle u -u r O _S _S FS- 116.00 CUASTAL LAND SULUTIUNS, INC. 6 L� 573 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -5025 FAX (760) 230 -6026 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINAGE PLAN FOR: 27 EAST "E" STREET CASE NO. 07- 160CDP WORK PROJECT NO.: 844 -G A.P.N. es STANDARD PROJECT DRAWING N0. 844- -G #258- 201 -05 SHEET 1 OF 3 )6 EVE (27 EAST E) 5_215-09 IP.pro I GRAPHIC SCALE 1 " =10' 0 10 20 30 TAINED AND NOT WITHOUT A PERMIT See OlTAIL THIS SN EXISTING WALL AND WOOD FENCE IkL(5 � DRAINAGE AND IMPROVEMENT PLAN BE RELOCATED OUTSIDE UPSIZE WATER METER :R PER WAS DRAWING '0 WATER DISTRICT SERVICE AT OWNERS WALL TO REMAIN DRIVEWAY APRON PER SDRSD G -14 EX WALL TO BE REMOVED ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES. ALL RUNOFF FROM ALL RO01 GRADING NO TE: ALL THE WORK PROPOSED ON THIS PLAN TREATMENT BMP'S PRIOR TO kNY NT PRIVATE IN PREVIOUSLY SUBMITTED A STOP -WORN :CT UNTIL THE Oksl 0 A r-fo ate w"000 A Pwllf Mg C 1ffq. j HOUSE \` ` HATCH REPRESENTS &9*41116 SWALf SMP \ ® �GRASS� SHRUBS. AND PLANTS.S6e� c9TA1Limea St4CeT. e •: DOTTED HATCH ESENTS GRASS LANDSCAPE. '�"sj COASTAL LAND SOLUTIONS, INC. DRAINAGE PLAN EIS 573 SECOND STREET SCALE., 1 " =40' BMP'S LISTED ABOVE AND AS SHOWN ON THE PLAN ARE DESIGNATED CINITAS, CA 92024 FOR STORM WATER POLLUTION CONTROL, TO BE PRIVATELY MAINTAINED EN EN (760) 230-6425 AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. FAX (760) 230 -6026 1 I R I g:► I �e I SCALE; 1"-5* No. 65124 Exp. 09/30/11 IC t I� REVISIONS #f1i+t bM /flb ROW C,}�s 4 1 Z DATE REFERENCES DATE BENCHMARK SCALE GRAPHIC SCALE 1 " =5' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT �:LaMproar►xF \ t" tiFlsnr4R9TAlrwr e>MI.� cow sy Ity A40A III Sod 1 � � HORIZONAL VARIES VERTICAL �► /A PLANS PREPARED UNDER THE SUPERVISION 0 DATE; V�! o R.C.E. NO. 65124 STEVEN NES EXP. -L--aQ--LL RECOMMENDED APPR BY: ,(�' BY: DATE: I2 D DATE: / DRAINAGE PLAN FOR: » » 27 EAST E STREET CASE N0. 07- 164CDP WORK PROJECT NO.: 844 -G A.P.N. 258 - 201 -05 844- G 0 5 10 15 Av.%. r%W- u�o c wlP 1 a AS -600 SHEET 2 OF 3 - 5/r GRAVEL p0. Server c \C;LS SHARED ES LS Job Fi es LS #69 EVE 27 EAST S #696 EVE EAST F-3 57609 I .77 COMMEtT90 YO ►aAMMittaYOtte J Kent: fiiMt;t. serLes o0 9f OC iQ nIA1 a Ipa Isill L VC4 DAMS J. Oi ErG19fitlK4getYlCpf. / If ! I f NOTE: NO FIL»411- FAOWG IS d W #199:0 lft 5ft4 W ! 1 I I III If SPRAVEL $,WALS WITH UNDERARA o Rl g �! J � 'I DETAIL 6j Q: SIDE YA RP "Pr r ty If J C4 J I I IIe II STREET ;! ;J I I S S IJ S s% I I 1 J S s IIt I 1 5 I s I I I I I cn J I ► + II 1 1 I I j T I �-- CENTERLINE ROW 1 - { I I I INSTALL 4" AC PAVEMENT { { I I I I OVER 6" CLASS II BASE { 1 o I I I OR AS DIRECTED BY THE { c T V7 I CITY ENGINEER 1 { j w w EXISTING 6 "wAC HATER WO -61;44 w 1 yy w I 1 w I E —w w w � 1 { { y I I a { N 1 y 3" SIDEWALK LNDERDRA IN 1 { to N PER SDRSD D-97 I -1� 1 GRIND LIMIT LINE TC=112,70 11 •78 y IE =112.20 112.38 1 EXISTING 3/4" x 1 WATER y h1fE R WITH In COPPER SERN 3' k 2' CE V 2' 2. ' C TEITOCJT51 CWAY- V-DISTR( / AT OWNERS EXPENSE. PER W$- •UPSIZE WATER METER 1 SAWCUT LINE i TO DUAL IF REQUIRED BY fIRFi D ARTMENT. DUAL WA R S �I METER PER WAS DRAWING WST01 ND WS -17. t 1 4 82 tM 1 // J 20'00 I PLAN R WALL REMOVE %EXISTING BARRIER / RELOCATE rn f a TO R MAIN MAILBOX 1 1 / 4 0: TC� lll.t7 FS =11 ° \\ �H a��g��q T En „�.� o” l a v t 1 J EX CURB, GUTTER AND SIDEWALI(, a I a I ► �a FS= — DRIVEWAY A RON 4-11 • ... F� PER SDRSD -14 ,t• ,:•:•:...'.tip," �'. d '..... ' . I .... I6 FS =116d .3 7 / l 1 , , am... 4 AREAS If LAWN �e REPLACE ITH GRASS EX TW =116.0 {' :.:.. ,; , a ° .. « .. : \.'.'.'.' / Q a EX TF =120.0 v / EX FG= 112.6/ a ° REMOVE WALL I, I ' EX TW =11647 rD �RevN 4 . 8W4afS =117 80 oVt v I I 1 NB3' 30 "E 50.48' -- ELL ELL I I I b.v3 FS- • 1211!o/O�SL� �+lo� leAl t /'" R R a ) Oksl 0 A r-fo ate w"000 A Pwllf Mg C 1ffq. j HOUSE \` ` HATCH REPRESENTS &9*41116 SWALf SMP \ ® �GRASS� SHRUBS. AND PLANTS.S6e� c9TA1Limea St4CeT. e •: DOTTED HATCH ESENTS GRASS LANDSCAPE. '�"sj COASTAL LAND SOLUTIONS, INC. DRAINAGE PLAN EIS 573 SECOND STREET SCALE., 1 " =40' BMP'S LISTED ABOVE AND AS SHOWN ON THE PLAN ARE DESIGNATED CINITAS, CA 92024 FOR STORM WATER POLLUTION CONTROL, TO BE PRIVATELY MAINTAINED EN EN (760) 230-6425 AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. FAX (760) 230 -6026 1 I R I g:► I �e I SCALE; 1"-5* No. 65124 Exp. 09/30/11 IC t I� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT 13ESJPD BY 1 BRIE BY 1 ChEff BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. cow sy Ity A40A III Sod 1 2" BRASS DISK "CO. ENG. DEPT." IN TOP OF 200 FEET EAST OF 4E" STREET PERNUE R.O.S. ND. 18416 ELEVATION= 92.00' DATUM: NAVD88 HORIZONAL VARIES VERTICAL �► /A PLANS PREPARED UNDER THE SUPERVISION 0 DATE; V�! o R.C.E. NO. 65124 STEVEN NES EXP. -L--aQ--LL RECOMMENDED APPR BY: ,(�' BY: DATE: I2 D DATE: / DRAINAGE PLAN FOR: » » 27 EAST E STREET CASE N0. 07- 164CDP WORK PROJECT NO.: 844 -G A.P.N. 258 - 201 -05 844- G u�o c wlP 1 a AS -600 SHEET 2 OF 3 Server c \C;LS SHARED ES LS Job Fi es LS #69 EVE 27 EAST S #696 EVE EAST F-3 57609 I .77 •i V U LEGEND CONSTRUCTION ENTRANCE O O O D SAND /GRAVEL BAGS (2 HIGH) oo00o00o SILT FENCE (IF NECESSARY) X X- NOTE. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE • " • •• . •4 • • • • • 4 • b • . , • WIDTH AS REQUIRED • TO ACCOMODATE cn . • • 44 • ANTICIPATED TRAFFIC 4 44 W .04 19' RADIUS A MIN. 15' MINIMUM COARSE AGGREGATE FIABR G • / •• • •• •d ti'V MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER SECTION A -A CONSTRUCTION ENTRANCE NTS 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ORIGINAL GRADE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. allI I� FILTER FABRIC O() ��ti WIRE _ DETAIL SILT FENCE NTS RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL GRAVEL BAGS NTS �LSCOASTAL LAND SOLUTIONS, INC. 573 SECOND STREET ENCINITAS, CA 92024 i.� 1..s PH (760) 230 -6025 FAX (760) 230-6026 REVISIONS I APPROVED I DATE - REFERENCES DATE GRAVEL BAG DETAIL THIS EROSION CONTROL PLAN r r r r 1111 %' STR��T;r t r r r GRIND E d q GRAVEL BAG PROTECTION LINE- LINE EXISTING PARKING INSTALL SILT FENCE AS NEEDED SEE DETAIL THIS SHEET ,SS DISK "CO. ENG. DEPT." IN TOP OF 4T EAST SIDE OF VULCAN AVENUE ET NORTH OF 'E" STREET PER NO. 18416 10N= 92.00' DATUM: NAVD88 1 /5 - .�oL.JoNro SCALE HORIZONAL a" - 10' VERMCAL N/A 0`0 00 0 `Q 0000 ` 0 t° II bop00000p O O O0 ' • " 00000°0 OO r t © Og00+r?000� O i Q 00 000"0 r " r 1 CbO0 o °ot I i 000 09 00C 1� 00<o 0E7 000 1 i 00 O O 000 CfRO9O - 0 °0 ,r 00x0000 �b "- 1�0pO00 000000 O j b0 2% ° wi Go F C z ` f \ �\ C � L \\ Lj t- U \ p I 1 I I I i r � r F,; t r w •. N83'23'29 "E 50.20' XOxx \�\\A J� °a 1 E EXISTING \� HOUSE \ 1 SPECIAL DISTRICT a EXISTING HOUSE fJ r I I 1 r I I I 1 CONSTRUCTION ENTRANCE BMP SEE DETAIL THIS SHEET GRAPHIC SCALE 1 " =10' 0 10 20 30 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED AP PRO 0 MIKE CONWAYG(619) 988WORK 5537 4 DATE: 2t/ BY: _M. JM r BY: STEVEN !. , DATE: : "cam erver! HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPH LECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS TH)AN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) BE SUBSTITUTED, ED FIBER MATERIAL. WHEN OR STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED, 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1 IN REQUIRED, CONTACT MIKE CONWAYG(619) 988WORK 5537 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT, ALL TIMES DURING THE RAINY SEASON, ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. y 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. ,r-,1 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 0 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE QPOFESSIO,y J R. �Oy WORKING WHEN 5) O Fy PROBABILITYY XCEEDSDFOR SILT Cr✓ FN AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH f'AINFALL N0. 55124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Exp. 09/30/11 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 'T CIVIC- Q .e OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. DRAINAGE PLAN FOR: 27 EAST "E" STREET SASE 110. 07- 160CDP DRAIYING NO. F 844 -G 0 SHEET 3 OF 3 u1 E) 5_26_09 IP. pro