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2012-11335 SG (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. GENERAL 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 EVALUATION PROPOSED GARAGE" PREPARED BY GEOSOILS, INC. DATED OCTOBER 28,2011 PROJECT# W.O. 6315 -A -SC SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 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 rISTURBED 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 jTRUCTURE FOR HUMAN OCC FANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS SUNDAYS AND C ITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING'760) 633.2770. 10. PRIOR TO HAULING DIRT OR CONSTRUC ICIN MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHA _ SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENG!i'ra-R FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL C"ADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL DE Fk ?VIDED STATING: "THE GRADING UNDER PERMIT `40. 11335 -SG HAS BEEN PERFORMED IN CONFORMANCE WITH THE 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 SUCH GRADING OPERATION. 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND W L_ DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OP :J(AT10NS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 'NTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL .EASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE W'TH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREF:D, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE /;NE' UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, FLANTED, AND TRIMMED A3 DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT nND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AVID DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN AC ^ORDANCE WITH T14E GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED r.R OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH !. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMC JAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TF':5c` DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE T ,?tE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE Fc!elr. "✓ED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPPOVED IMPROVEMENTS ARE IN CONFLICT W,T!i A CITY TREE, IT MUST NOT BE DISTURBED UNLESS rHE PLAN IS REVISED TO ADDRESS THr TRrE REMOVAL. I CHANGE NO. DESCRIPTION • enq'r:re, -ag \550T Jwg \GRADING PLAN \GP 1, GP 2, GP 3.dwg, L .5 i M, MaufsoniaC EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LEE KAISER AT (858) 312 -4241, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES 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. S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE 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 THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PR!OR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP 113670. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. DATE BENCHMARK I THE BENCH MARK USED FOR THIS SURVEY IS THE WELL MONUMENTSTAMPE: %S 3997 "AT CENTER OF CUL -DE -SAC, EAST END OF OAK CREST PARK DRIVE AT ENTRANCE OT OAK CREST MIDDLE SCHOOL. ELEV.= 388.479(NAVD88) SCALE HORIZONTAL: WA VERTICAL: N/A STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN 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 STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES S'iALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4364151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. MOTIFICATIONS 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 OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, F -IR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (76C) -633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - (760) - 6332709 D. TELEPHONE - SBC BELL - (760 }489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760 )-806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PR ^JECT. 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. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 6,150 SOFT PROPOSED BUILDING FOOTPRINT 900 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 7,050 SOFT INCF EASE IN IMPERVIOUS AREA: 900 SOFT oQRpfESS /p�� IMPERVIOUS AREA REPLACED: 0 SOFT I PARKS AND RECREATION I SDWD ME W, M�W rowlyr, - � LOA, PAP PUBLIC WORKS V`AAAA.' .A.� .. "`v` PLANS PREPARED ENDER SUPERVISION OF DATE: l0�2211_?_ ro R.C.E. NO.: 61158 SIGN - ATE / O.S.AGUILAR z NQ. 61158 m u of CA\\ ENGINEERING DEPARTMENT APPROVALS VIEWED B I/ MASIH MAHER, C42519 It / 5/ 12 DATE OWNER ASHER LEESON KAISER & LINDA SUE SORKIN 205 SWEET ALICE LANE ENCINITAS, CA 92024 (858) 312 -4241 SITE ADDRESS 205 SWEET ALICE LANE ENCINITAS, CA 92024 APN 259 -311 -04 LEGAL DESCRIPTION THE NORTHERLY 152 FEET OF THE EASTERLY 286.6 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA Ecninitas Blvd PROJECT LOCATION Sweet I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR VICINITY MAP GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL N.T.S. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. rO SIGNATURE: DATE: /o ZL Z ASHER LEESON KAISER SIGNATURE: ,�'.sv •5,.�/c� ,, DATE: /0 - .26-12 LINDA SUE SORKIN SOILS ENGINEER'S CERTIFICATE a >O I w c 32�,' w t I, 7*00 W. 5041Y 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 ST E" OF THE SOIL CONDITIONS PREV NT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON Ig AND FOR AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS ST DY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED T THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIF�HAT THE RECOMMENDATIONS INCLUDED IN rHE SOILS REPORT FOR /T, � PROJECT H BE N INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: /l /�""'l * ° The fe`m llawk;�Nii V16A here` as daRned .N D;v;sia►3r RCE NO.: 111 8 5 K) CFF Sa M CM�iar � Arilcle 3 o� EXP. DATE: e, 1: ' a e• •1.6e 6 R`. s �ntfs 1 3 I 13 .► B s I 0.� Pr.ff%IenS code 20 2 7 JOB #: W.O. 6315 -A -SC No. RCE 47 F � � GEOSOILS, INC. 5741 PALMER WAY, SUITE 1� e w e3. Vt1 CAe2LSBAD, CA 92010 760 438 -3155 /9 STATEMENT OF ENGINEER OF WORK 1 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL % "PLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'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, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS ;N 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 SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY' of ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES ,r; .HBO PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. �.7 BY: DATE: IU�ZZ�Zo jZ R.S. AGUI SAN DIEGUITO ENGINEERING INC. A.S. AGUILAR 4407 MANCHESTER AVE. STE 105 ENCINITAS, CA 92024 TELEPHONE NO. (760) - 753 -5525 RCE NO.: 40980 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 0.5 MAXIMUM VERTICAL DEPTH OF FILL = 1 CUT= 20 C.Y. FILL= 15 C.Y. EXPORT = 5 C.Y. REMEDIAL = 65 C.Y. I BMP PROJECT STATUS WN.-. -% PLANNING AND BUILDING I ENCINITAS FIRE DEPAt�TMENT I 7' °'^•- ���.....�ti /0.30• /Z I � fe �/� SIGN DATE SIGN DATE CITY OF ENCINITAS - ENGINEERING SERVICES DE ►'4RTMENT DFAWING WC, SIMPLE GRADING PLAN FOR: 205 SWEET ALICE LAi4E ASHER LEESON KAISER 11335.5G & LINDA SUE SORKIN PLANNING CASE NO: 11 -129 MIN /CDP APN 259 -311 -04 GHF :T 1 OF 3 0 z Lip w z 0 z Lu 0 LLi C ) Lo (p U) SPECIAL NOTES 1. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN ALL DRAINAGE SYSTEMS AND OUTLETS FREE AND CLEAR OF ALL OBSTRUCTIONS IN ORDE TO ASSURE PROPER OPERATION. 2. ROOF GUTTERS REQUIRED FOR WEST FACING OVERHANG. DOWNSPOUT SHALL DRAIN TO THE PROPOSED RIP RAP. EAST FACING OVERSHANG SHALL DRIP ONTO THE CONCRETE SWALE ON GRADE AND DRAIN INTO THE PROPOSED IMP. 3. THE LOCATION OF INDIVIDUAL UNDERGROUND UTILITY SERVICES, PRIVATE SEWAGE DISPOSAL SYSTEMS, IRRIGATION SYSTEMS AND SATELLITE CABLE TV SERVICES IS NOT KNOWN. THIS INCLUDES BUT IS NOT LIMITED TO, ELECTRIC SERVICE LINES, GAS TANKS, GAS SERVICE LINES, TELEPHONE SERVICE LINES, WATER SERVICE LINES, CABLE TV LINES, SEPTIC TANKS, LEACH LINES, TIGHT LINES, SEEPAGE PITS, IRRIGATION LINES, SPRINKLERS, VALVES, AND SATELLITE TV CABLE. THE CONTRACTOR WILL PERFORM THE NECESSARY RESEARCH, MAKE EXPLORATORY EXCAVATIONS AND /OR LOCATE THESE SYSTEMS /SERVICES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING SYSTEMS /SERVICES. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THESE SERVICES AS PART OF HIS WORK. 4, CONTRACTOR TO CALCULATE ALL QUANTITIES. 5. APPROXIMATE LOCATION OF UNDOCUMENTED FILL. PERFORM REMEDIAL GRADING PER SOILS ENGINEERS RECOMMENDATION. RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MIN OF 6" FROM SURROUNDING GRADE FG ELEVATION TOP OF BASINI .r SURFACE FLOW 2 " -3" OF 3/8" GRAVE 24" NOTE NOT TO SCALE 1. BIORETENTION ENGINEERED SOIL LAYER SHALL BE SANDY LOAM SOIL MIX WITH NO MORE THAN 50/o CLAY CONTENT. . THE MIX SHALL CONTAIN 50-60% SAND, 9D-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. BIORETENTION FACILITY (IMP NOT TO SCALE MOTE TO CONTRACTOR IT IS THE CONTRACTOR'S RESPONSIBILITY PRIOR TO THE START OF TRENCHING, EXCAVATION TO LOCATE ALL EXISTING UNDERGROUND WET AND DRY UTILITIES AND TO NOTIFY THE ENGINEER OF WORK OF ANY P TENTIAL CONFLICT WITH THE PROPOSED WORK, POTHOLING SHALL BE PERFORMED TWO WEEKS PRIOR TO STARTING WORK, THE EXISTING WET AND DRY UTILITIES SHOWN ON THESE PLANS WERE DERIVED FROM PLANS PROVIDEDI BY THE APPROPRIATE AGENCIES AND ARE SHOWN ON THESE PLANS FOR REFERENCE ONLY, THE ENGINEER OF WORK ACCEPTS NO LIABILITY AS TO THE ACCURACY OF THOSE PLANS AND OR ITS INTERPRETATION AS TO THE EXACT LOCATION AND DEPTH OF THE EXISTING UTILITIES ON THIS PROJECT, SAN DIEGUITO ENGINEERING, INC 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 PHONE: (760) 753 -5525 N 12" OF 3/4" GF SOIL LAYER PR GARAGE-, NO. 61158 D(P. 6 -30-13 1lF CIVIV �OF CAl F.F. 305.3 P.E. 304.5 EX SHED � EX GROUND F.F. ±316.3 P.E. ±315.5 TYPICAL SECTION A EX DW PROPERTY LINE LEGEND EXISTING FENCE EXISTING BUILDING PROPOSED CONTOUR EXISTING TREE TRUNK PROPERTYL/NES EXISTING RETAINING WALL PROPOSED CONCRETE DRAINAGE SWALE PROPOSED LIMIT OF GRADING PROPOSED BUILDING FOOTPRINT FLOW OF DRAINAGE PROPOSED GRAVEL DRIVEWAY EX FIRE HYDRANT PROPOSED DEEPENED / STEM WALL FOOTING PROPOSED BIORETENTION IMP 4'WIDE X B'LONG PROPOSED RIP RAP X.YX 9 0 H • CONSTRUCTION OTES Q CONSTRUCT 42 LINEAR FEET CGI+SCRETE SWALE SIMILAR TO ,RSD -D75 TYPE A 12" WIDE BY B" DEEP, EXTEND CONCRETE LIP TO FACE OF BUILDING TO CONSTRUCT 6" WIDE CONCRETE SLAB ON GRADE Q INSTALL 2" OF 3/4" GRAVEL OVER EXISTING DRI','EWAY © MATCH EXISTING GRADE AND WIDTH Q REMOVE EX TREE ® CONSTRUCT GARAGE PER SEPARATE PERMIT ® PROTECT EX TREES IN PLACE O CONSTRUCT BIORETENTION FACILITY, SEE DETAIL AT LEFT ® CONSTRUCT RIP RAP 2 FEET WIDE X 10 FEET LONG X 1.1 FEET THICK PER RSD D-40 WITH NO. 2 BACKING OVER 12" THICK j" GRAVEL F.-T-OTO-TiaTCYTIVERM, EX EXISTING PR PROPOSED FH FIRE HYDRANT FF FINISHED FLOOR ELEVATION PE PAD ELEVATION NOTE PLEASE SEE HOLD HARMLESS AGREEMENT DOC NO 2012 - 0633764 RECORDED OCT 16, 2012 BIO RETENTION IMP NOTE TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT CITY PERMIT \ldata \engineering \5507\dwg \GRADING PLAN \GP 1, GP 2, GP 3.dwg, )/22/201212:58 :18 PM, Mantoniadis Q 1► L"L ui LLI Z (D Z W r ul o � uj M 25 Lo Lo Z O o< CC) CIVIL ENGINEERING • PLANNING LAND SURVEYING SCALE: 1" = 20' XM 0 20 40 CHANGE NO. DESCRIPTION APPR D DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED eY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. I I° THE BENCH MARK USED FOR THIS SURVEY IS THE WELL MONUMENT STAMPED "LS3997 "AT CENTER OF CUL -DE -SAC, EAST END OF OAK CREST PARK DRIVE AT ENTRANCE OTOAK CREST MIDDLESCHOOL ELEV. = 388.479 (NAVD88) HORIZONTAL 1:20 VERTICAL: 1:20 PLANS PREPARED UNDER SUPERVISION OF DATE: 10l,,,z 2pI TT R.C.E. NO.: 61158 A.S. AGUILAR REVIEWED BY' .�/\e�,.� Ja� MASIH MAHER, C42519 GREG SH s DEPUTY ITYENGINEER 11/5/11 // " S . / Z DATE DATE SIMPLE GRADING PLAN FOR: 205 SWEET ALICE LANE ASHER LEESON KAISER +& LINDA SUE SORKIN PLANNING CASE NO: 11 -129 MIN /CDP APN 2559 -311 -04 11335 3G ., SHEET 2 OF 3 \ldata \engineering \5507\dwg \GRADING PLAN \GP 1, GP 2, GP 3.dwg, )/22/201212:58 :18 PM, Mantoniadis Q 1► L"L ui LLI Z (D Z W r ul o � uj M 25 Lo Lo Z O o< CC) SAN DIEGUITO ENGINEERING, INC 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 PHONE: (760) 753 -5525 a SCALE: 1" = 20' QROFESSI S' / F� NO 61158 A EXP. 6 -30 -13 1 V 1 oQ�� OF CAO 312 �1 J _I BMP LEGEND GRAVEL BAG /SILT FENCE BARRIER PER SC -1, ago SC -6 & SC -8. SILT FENCE, STRAW WATTLES, OR GRAVELS BAGS PER SC -1, SC -5, SC -6 & 8. STABILIZED CONSTRUCTION ENTRANCE PER TC -1. HYDROSEEDING, PLANTING, GEOTEXTILES, MATS AND FIBER ROLLS PER SS -2, SS -3, SS -4, & SS -7 EQUIPMENT STORAGE AREA MATERIAL DELIVERY AND STORAGE AREA PER WM -1 SOLID WASTE MANAGEMENT PER WM -5 SANITARY WASTE MANAGMENT WM -9 WM -9 CONCRETE WASTE MANAGEMENT PER WM -8 SEE EROSION CONTROL NOTES AND STORM WATER POLLUTION CONTROL NOTES ON SHEET 1 C IVIL ENGINEERING • PLANNING LAND SURVEYING 0 20 40 NO. DESCRIPTION AP ED DATE BENCHMARK °fir a SCALE: 1" = 20' QROFESSI S' / F� NO 61158 A EXP. 6 -30 -13 1 V 1 oQ�� OF CAO 312 �1 J _I BMP LEGEND GRAVEL BAG /SILT FENCE BARRIER PER SC -1, ago SC -6 & SC -8. SILT FENCE, STRAW WATTLES, OR GRAVELS BAGS PER SC -1, SC -5, SC -6 & 8. STABILIZED CONSTRUCTION ENTRANCE PER TC -1. HYDROSEEDING, PLANTING, GEOTEXTILES, MATS AND FIBER ROLLS PER SS -2, SS -3, SS -4, & SS -7 EQUIPMENT STORAGE AREA MATERIAL DELIVERY AND STORAGE AREA PER WM -1 SOLID WASTE MANAGEMENT PER WM -5 SANITARY WASTE MANAGMENT WM -9 WM -9 CONCRETE WASTE MANAGEMENT PER WM -8 SEE EROSION CONTROL NOTES AND STORM WATER POLLUTION CONTROL NOTES ON SHEET 1 : \ldata \engineering \Sy07\dWg \GRADING PLAN \GP 1, GP 2, GP 3.dwg, 0/22/201212:58:58 PM, Mantoniadis Z reo UJ W Z Z W o N U) C� LO W_ M ® ti Q Co c C IVIL ENGINEERING • PLANNING LAND SURVEYING 0 20 40 NO. DESCRIPTION AP ED DATE BENCHMARK SCALE DESIGNED BY: oRAVJN BY: CHECKED 9Y: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. kCHANGE AC51 B u I L -l� 31f IN THE BENCH MARK USED FORTHIS SURVEY ISTHE WELL MONUMENT STAMPED 'LS 3997 "ATCENTEROF CUL -DE -SAC, EAST END OF OAK CREST PARK DRIVE AT ENTRANCE OT OAK CREST MIDDLE SCHOOL. ELEV. = 3$8.479(NAVD88) HORIZONTAL: 1:20 VERTICAL: 1:20 PLANS PREPARED UNDER SUPERVISION OF DATE: LO 22 IZ. - - R.C.E. NO.: 61158 � A.S. AGUILAR REVIEWED BY %' dl�• /1i� ay�® MASIH MAHER, 042519 G Sh S DEPUTY CITY ENGINEER 1115112- /f 5 12 DATE DATE EROSION CONTROL PLAN FOR: 205 SWEET ALICE LANE ASHER LEESON KAISER & LINDA SUE SORKIN PLANNING CASE N0: 11 -129 MINlCDP APN 259 -311 -04 _ I I .,35 SG C SHEET 3 OF 3 : \ldata \engineering \Sy07\dWg \GRADING PLAN \GP 1, GP 2, GP 3.dwg, 0/22/201212:58:58 PM, Mantoniadis Z reo UJ W Z Z W o N U) C� LO W_ M ® ti Q Co c