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2014-11973 G (Plans)RIGHT OF WAY NOTE EROSION CQNTRQL STORWATER POLLUTION CaWFUL BW NOTES RELATIVE TO CtI"1STF rMN ACTIVITIES caw.. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (858) 922 -8547, 390 SF 48 HOURS PRIOR TO WORKING IN TIE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 24 HOURS A DAY. TOP OF CURB RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS TIE FLOWLINE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL SMH TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, • THEY HELP DECREASE GRADM E N 7F SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE EROSION. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED FS OF THE ENGINEERING INSPECTOR. BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE UTIl.ITY NOTE SOIL. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UN�ERGROUNVD. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH PUN-OFF PRODUCING RAINFALL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING GENS14L M07ES ACTIVITIES ARE COMPLETE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ON -SITE CONSTRUCTION MATERIAL STORAGE ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT 2. THE SOILS REPORT TITLED 'SITE INSPECTION PROPOSED RESIDENTIAL BUILDING SITE OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL NORTH OF 1136 STRATFORD DRIVE, CITY OF ENCINITAS" PREPARED BY SOIL TESTERS, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE STORED ON-SITE. DATED APRIL 22. 2013. ALL GRADING SHALL BE DOPE IN ACCORDANCE INCORPORATED HEREON. WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE; AGGREGATE BASE, 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT 0E- SLOPE AT TIE CONCLUSION OF EACH WORK DAY. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMIWA7ER FLOWS AND WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. STORADRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PERIMETER AT ALL TIMES. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE TRAINING REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. �r.,,,�.,.,ti„ � IIMT Y nrm.n rncr .wa+rrwmr l rwnrn� .�,,,. -� r �., , .,m ,.,,. ��, r ,, ......, r .r., ---"-A- -1'A' I 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 ID ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HIMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730 Ail. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD CNSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR CIVIL ENGINEER, S0I1-5 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 CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 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 GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING.- "THE GRADING LAVER PERMIT NO. 11973 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT MALL 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 WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR URGER HIS SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTEARED JSE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND FREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REM:7IAL MEASURE 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 WITH STAmAt4D SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH Th FILL TS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 70 A uEPTH OF 12 INCHES AND T1-9•N COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE PINTRACTOR7S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN --TRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER W4STE MATTER 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. 15. 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 NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DE=BRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF-WAYY, 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 GRADINS, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LIME AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE IT MIST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. NOTIFICATIM 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 CONTRACTORS 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 - CSD - (760) 533 -2500 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - OMWD - (760) 632 -4209 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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 BETEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL .IMPERVIOUS BE IHAINLU IU HAMILIAH WIIH IHt C1IY UH tNCiNIIAS SUUHMNAREH HULLURIUN L'UNIHIUL SURFACES INCLUDING ROOF MAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. PRIOR TO COLLECTION Am DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM THE PROPERTY OWRER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT DRAIN SYSTEM. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STOW WATER POLLUTION CONTROL SHALL WASTE MANAGEMENT NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR EpAGE FROM DUTAPSTERS SHALL BE DISCHARGED INTO STOAMWAIER. BERMS/DIKES TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED SHALL BE PLACED AROUND DUMPSALL TO DIVERT 771E NATURAL STORM . BER . BMP /IMP FACILITY ANUJ /OR THE TURF /LARDSCAR'ED AREAS. DUMPSTERS SHALL BE CHECKED FREQUE=NTLY FOR LEAKS. DUNPSTER LIDS SHALL REMAIN 4, NO MAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BAP. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 5. DRIVEWAYS SHALL HAVE A MINI" 2% CROSS SLOPE TOWARD THE IMP /BAP AREA OR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE DISCHARGE IT TO AN ADEQUATE IMP /BAP. RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL 6. ALL STORMWATER IMP 18MP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS ALTERED WITHOUT A PERMIT FROM THE CITY. MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. RECEPTACLES AROUND THE SITE. 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 DUAPSTER 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 DURPSTER 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. ENVDOOE YTAL NOTEa 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4.5 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 5.0 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 2.2 FT OF CUT AREA OF CUT (S.F.) 3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.7 FT OF FILL AREA OF CUT (S.F.) EARTtAM 04TA: 520 CUBIC YARDS REMEDIAL 400 CUBIC YARDS EXCAVATION (CUT) 300 CUBIC YARDS EMBANKMENT (FILL) 100 CUBIC YARDS EXPORT * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PEFMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SH RINRCAGE OR SWELL FACTORS). DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION STOFIMMATER FaunTw CauiR71L OW NOTES RELATIVE TO Ca%7RRL 1ZN ACTIVITIES CONCRETE WASHOUT 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 STORMRWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING 7HE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL ANO /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA FROM GUTTERS AND STOR%VRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 7=570,12 Nro ME OR 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 MEASURE'S. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMEIRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER; AND STORAURAIN. 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 TIE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SAN DIESUITO WATER DISTRICT NOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 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.. LIME CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PRISED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AAC /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 MUST MEET CURRENT WATER AGENCIES' STANDARDS COWITTE (WASC) STANDARDS. IF FACILITIES DD NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. B. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. LANDSWRV 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AID ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISFED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXISTING IMPERVIOUS AREA PROPOSED* IMPERVIOUS AREA NET CHANGE 0 SF 390 SF 390 SF *EXCLUDING ROOFTOPS LESM SIIR.SI1. = SAN DIEGO REGIONAL STANDARD DRAWINGS SUBDIVISION BOUNDARY RIGHT -OF -WAY BUILDING SETBACK - - - - - - - - - EXISTING UTILITY EASEMENT - - - CENTERLINE - EXISTING CONTOURS EXISTING EDGE OF PAVEMENT EXISTING WATER METER EXISTING FENCE -___.X----------y-- EXISTING RETAINING WALL - -_ - BUILDING FOOTPRINT BUILDING RETAINING WALL RETAINING WALL PER C -3 DRAINAGE DIRECTION FLOWLINE DIRECTION - -- - PERVIOUS PAVING OR APPROVED EQUIVALENT IMPERVIOUS DECKINALKWAY BMP BIORETENTION AREA TOP OF WALL TW BOTTOM OF WALL BW ASPHALTIC CONCRETE SURFACE AC TOP OF ASPHALT BERM TB TOP OF CURB TC FLOWLINE FL GROUND ELEVATION G SEWER MANHOLE SMH WATER VALVE WV FIRE HYDRANT FH POWER POLE PP LIGHT POLE LP FINISHED GRADE FG FINISHED SURFACE FS O VICINITY MAP NTS OM\ER418WD7E DG PROPERTIES FUME), LLC A DELAWARE LIMITED LIABILITY COMPANY 1018 ALEXANDRA LANE ENCINITAS CA, 92024 SITE AMIIESS 1130 STRATFORD DRIVE ENCINITAS CA 92024 LEGAL DESMIPTMV THE NORTH HALF OF LOT 4, BLOCK "D ENCINITAS HIGHLAADSIN THE CITY OF ENCINITASCOUNJTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2141, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 4, 1928. A.P.N„ 258- 343 -27 OMIER 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 FOP AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. DG PR915ERTIES FUIC-YLE� DATE A DELAWARE LIMITED LIABILITY COMPANY 1018 ALEXANDRA LANE ENCINITAS CA, 92024 SOILS EMBEERRS CS40:M7E 1, _�[[�L__(r _�/�l 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 THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES AND . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED._ RCE NO.: z _ o y�y ------- - - - - -- , EXP. DATE. - -_9f - ®- Z o / 5- - - - - - -- C 34442 p SOIL TESTERS P.O.BOX 1195 8j crp- LAKESIDE, CALIFORNIA 92040 619.443.0060 a s i a i aa• r �!.,1 A* 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 WINK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE EAGINEER AGREES THAT ANY.PLANCFECK 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 TR-E TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY 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 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 WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF 17WORK PEKE BY THE ENGINEER. B. 4 ► 1 BRIAN MICHAEL ARDOLINO DATE RCE No. 71651 PASCO LARET SUITED & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 PLSA 2207 PASCO LARET SLATER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND BURY EYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 fz 858.259.4812 pleaengineering.com No. 71651 Exp. 12/31/15 AS BUILT IENCU41TAS FIRE PROTECTION DIST. SAN DMIGUTTO WATER DISTRICT PARKS & RECREATION PUBLIC WORKS ' A EW BY: • E� BY.' BRIAN MICHAEL ARDOLINO GATE R.C.E. NO. 71651 ATE. DAT -7 E !- DATE•6 /t4 EXP. 12 -31 -15 CTrAIATlloc CVOTDCC o VCADC AC*=0 nA= REVISIONS APPROVED DATE REFERENCES DATE BENCI B ARK SCALE PLANNING & BUR DING ucsBMA nr utiKR trx t ntBMA nr APPROVALS BMA KRK BMA C= OF ssl \lelltll l ti►7 ENGINEERING DEPARTMENT iril -.tNT DRAWING NO. Ca BUILT ra l 1 - -/ CITY OF ENCINITAS SURVEY CONTROL POINT P S PREP ED UNDER THE SUPERVISION OF RECOMMENDED Qo APPRO GRADING PLAN FOR. ENC -41, PER RECORD OF SURVEY NUMBER 18416. HORIZONAL N/A REV EW D BY' j MASIH MAHER GLENN PRUIM 11973--G R.C.E. N0. 71651 1130 STRATFORD DI1� VERTICAL N/A 3 �4 ENGINEERING & PUBLIC p BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 WORKS D CTOR ELEVATIONC 73.62' Darun� NAVD>ae DATE: 9 \S /I4 DATE: /7 / PLANNING CASE N0: 14 -049 CDP A.P.N. #258- 343 -27 SHEET 1 OF 3 612312014N.• \Active Jobs \2207 DALZELL (STPATFDR0) \DRAWING \2207.pro PLSA 2207 p I I 1 I INSTALL DECORATIVE PERVIOUS PAVERS BY ORCO AOUABRIC OR CITY APPROVED EQUIV 1-2" BEDDING PER MANUFACTURERS SPECS log FOWL ■ ■; rurrfe�PVr�Tr r WON p Aix 02 EXISTAG AC PAVENI NT PRIVATE SEWER PUMP AGREEMENT RECORDED.- SE"TFJ 1BER qtly DOC. #: - 03879CO HOLD HARMLESS FOR DRAINAGE AGREEMENT RECORDED. 56716 A6R 11, Z01'f Doc. #: 201'f- o387541 EMRA RECORDED. 3"'E-13eR 9, Zo(Y AS DOC. #: 2,011 -0307888 Fill P"I}AR6E OUTLtT FG SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 0211711931; BK1866 PG147 BRFIETENTION BASIN FOR BEST MANAGEAfNT PRACTICE NOT TO 3 RE MODIFIED WITHOUT A PER4IT t FROM M CITY OF ENCINITAS 377 SF MIN (380 SF PROPOSED) 54' LENGTH X 7' WIDTH FG 141.8 FG 142.3 PROTECT EXISTING FENCE IN PLACE R, i-42A FG 142.3 EXISTING I MONUMENT PROTECTED oe 1' MAX HT PET TW 144.3 WALL PER SORSD £ -3 BW 144.0 FG 142.3 q tq FG 1-3 �, � L Q43.0 EXISTING f£I10E TO REMAIN iii DEEP - ROOTED DROUGHT FIG P�3 TO ERANT PLANTS FOR APPROVED WELL - DRAINED SOILS OR \ CITY APPROVED EQUIV. Aix 02 EXISTAG AC PAVENI NT PRIVATE SEWER PUMP AGREEMENT RECORDED.- SE"TFJ 1BER qtly DOC. #: - 03879CO HOLD HARMLESS FOR DRAINAGE AGREEMENT RECORDED. 56716 A6R 11, Z01'f Doc. #: 201'f- o387541 EMRA RECORDED. 3"'E-13eR 9, Zo(Y AS DOC. #: 2,011 -0307888 Fill P"I}AR6E OUTLtT FG SAN DIEGO GAS AND ELECTRIC COMPANY EASEMENT RECORDED 0211711931; BK1866 PG147 BRFIETENTION BASIN FOR BEST MANAGEAfNT PRACTICE NOT TO 3 RE MODIFIED WITHOUT A PER4IT t FROM M CITY OF ENCINITAS 377 SF MIN (380 SF PROPOSED) 54' LENGTH X 7' WIDTH FG 141.8 FG 142.3 PROTECT EXISTING FENCE IN PLACE R, i-42A FG 142.3 EXISTING I MONUMENT PROTECTED oe 1' MAX HT PET TW 144.3 WALL PER SORSD £ -3 BW 144.0 FG 142.3 q tq TO +rXTSUNfl, SREPCE BLDG WALL PER G =: �� r 149.72 PROTECT EXISTING F ARCH 6' MAX FG 147 4 FG 149.2 FENCE IN PLACE L\\�16� X 1 fi DER FG 146.0 FG 151.0 USH PCC C FE1 =hEN89.5659E 144.70' f4,1,:7CR ..�..�■■.�ti + 145.8 d 46.3 1q1 Rye ' FL 148.8 1q9 1So 1St 150.8`, 1Sd - FS 153 5 FS 153.4 RAILING ARCH =rWd'�- FL2�2= TW =146.5 `i BW 142.6 8 142.8 f a� EG 2 + ` _ p 2% Ft 1 .0 FG 143.0 Ek L 3 }T, " {;' ° WO A Kf�AY t y FL , 52 3 ale -, FS 163.5 FG 1439 i . FS 15313 °' FG 110.0 2% FS 153.5 FS 15385 EXISTING TO FS 153.5 BE REMOVED V DI> - F . i 1611 p t` SEE APD4. DWG. 'FOR 0 Ae W%tUGYV%k� P.y i LOCATION OF SEWER PIMP FG 1 .0 FS 15$ PCri Lai FL t 152.6 P14 RE5I19ENCE = FG ! 0 . v 25 >i ©WERLEV?EL FF1✓3.6 -- � - - - -- V: FYS8 FF 1.6 FS 1 .9 TRELLIS PER PAD 143.0. RA15ED J�.%OR 't E ", fi FL -9 147 146.5 N89 055'10"E x ,,r £u f-1 RI&W -OF WAY OVER ANN T 1 FOR THE R.4POSE 4- r+ OF IAGTALLIAG AAO MAINTAINING OF DRAINAGE PIPES SEWER e ` WATER AND GAS MAINS POLES AND WIRES FOR THE CONVEYANCE OF ELECTRICITY, WITH RIGHT OF AGIESS AAV EGRESS RECORD 07108140 BK1048 PG16Q LOCATION 114OLOTTABLE ON PLAN. GRADING PLAN SCALE 1 " =10' R=S : oe.dwyS 204 148.5 •FS 154 ... FL 155OB Q : ,. ♦ . ®• TW 153.0 `,•v TW BW 152 .0 FG 149.0 : ♦ 1 .. 54 .� .• -150 iW t52.0 :F C.S. BW 150.0 - BW 151.0 1' MAX HT RET WALL PER SDRSD C -3 FS EXISTING EDGE OF PAVEMENT I PROTECTED IN PLACE :6" X 16" DEEP 'T 'FLUSH PCC CLFtB �BY ORCAOLOR PAVER APPROVEDA � EGUIVALENT, SEE DETAIL I TRENCH °'RESURFACING g \ { PER ZITY. OF ENCINITAS STANDARD DETAIL 4"'=-SEWER LATERAL ,iEL4Z L 2.0 s. t MYNN <4e •8 (FS 1549) a 6 . 'SIX` °1"CU WA LATERAL p e 6 1" WATER RTER t FL 11x4.5 5 EXISTING WATER = METER TO BE REMOVED � � f FL s N-O �1 i ?a s J 153.9 ■,� {�_ s q x y (FS 154.2) r r '5 01 6 9\ EXISTING SUR t MONUMENT TO I E PROTECTED INIPLACE \ Ej SEWER MAIN EX" ACP WATER MAIN PER SIAM WO -82-13 i EPI VE GRAPHIC SCALE 1 " =10' 0 10 20 30 FG 1-3 �, � L Q43.0 - i Q . BW 142.4 iii t4 FIG P�3 REVISIONS APPROVED PRE, REFER CES DATE BEN�,EMCk K SCALE nllflq' I +,. APPROVALS �a BMA KRK BMA 2% FG 142.3 IT-3i i 18 �I7�ib CITY OF ENCINITAS SURVEY CONTROL POINT ENC -41, PER RECORD OF SURVEY MINER 18416. ELEVATION. 73.62' DATIAtit NAVD88 t v REVIEWED BY.' P S PRE D UNDER THE SUPERVISION OF DATE: ql-R �✓� f R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12 -32 -15 REVIEWED BY: JQv AA •M � MASIH MAHER DATE: �4 S GLENN PRUIM ENGINEERING PUBLIC WORKS D' CT R DATE: - -� GRADING PLAN FOR: q / r�+� r/+� D�T�* 11973 -C .Cr 1 130 S 1 ltCil FORD DRIVE PLANNING CASE N0.' 14 -049 CDP A.P.N. #258-343-271 SHEET 2 OF 3 -& -F , TO +rXTSUNfl, SREPCE BLDG WALL PER G =: �� r 149.72 PROTECT EXISTING F ARCH 6' MAX FG 147 4 FG 149.2 FENCE IN PLACE L\\�16� X 1 fi DER FG 146.0 FG 151.0 USH PCC C FE1 =hEN89.5659E 144.70' f4,1,:7CR ..�..�■■.�ti + 145.8 d 46.3 1q1 Rye ' FL 148.8 1q9 1So 1St 150.8`, 1Sd - FS 153 5 FS 153.4 RAILING ARCH =rWd'�- FL2�2= TW =146.5 `i BW 142.6 8 142.8 f a� EG 2 + ` _ p 2% Ft 1 .0 FG 143.0 Ek L 3 }T, " {;' ° WO A Kf�AY t y FL , 52 3 ale -, FS 163.5 FG 1439 i . FS 15313 °' FG 110.0 2% FS 153.5 FS 15385 EXISTING TO FS 153.5 BE REMOVED V DI> - F . i 1611 p t` SEE APD4. DWG. 'FOR 0 Ae W%tUGYV%k� P.y i LOCATION OF SEWER PIMP FG 1 .0 FS 15$ PCri Lai FL t 152.6 P14 RE5I19ENCE = FG ! 0 . v 25 >i ©WERLEV?EL FF1✓3.6 -- � - - - -- V: FYS8 FF 1.6 FS 1 .9 TRELLIS PER PAD 143.0. RA15ED J�.%OR 't E ", fi FL -9 147 146.5 N89 055'10"E x ,,r £u f-1 RI&W -OF WAY OVER ANN T 1 FOR THE R.4POSE 4- r+ OF IAGTALLIAG AAO MAINTAINING OF DRAINAGE PIPES SEWER e ` WATER AND GAS MAINS POLES AND WIRES FOR THE CONVEYANCE OF ELECTRICITY, WITH RIGHT OF AGIESS AAV EGRESS RECORD 07108140 BK1048 PG16Q LOCATION 114OLOTTABLE ON PLAN. GRADING PLAN SCALE 1 " =10' R=S : oe.dwyS 204 148.5 •FS 154 ... FL 155OB Q : ,. ♦ . ®• TW 153.0 `,•v TW BW 152 .0 FG 149.0 : ♦ 1 .. 54 .� .• -150 iW t52.0 :F C.S. BW 150.0 - BW 151.0 1' MAX HT RET WALL PER SDRSD C -3 FS EXISTING EDGE OF PAVEMENT I PROTECTED IN PLACE :6" X 16" DEEP 'T 'FLUSH PCC CLFtB �BY ORCAOLOR PAVER APPROVEDA � EGUIVALENT, SEE DETAIL I TRENCH °'RESURFACING g \ { PER ZITY. OF ENCINITAS STANDARD DETAIL 4"'=-SEWER LATERAL ,iEL4Z L 2.0 s. t MYNN <4e •8 (FS 1549) a 6 . 'SIX` °1"CU WA LATERAL p e 6 1" WATER RTER t FL 11x4.5 5 EXISTING WATER = METER TO BE REMOVED � � f FL s N-O �1 i ?a s J 153.9 ■,� {�_ s q x y (FS 154.2) r r '5 01 6 9\ EXISTING SUR t MONUMENT TO I E PROTECTED INIPLACE \ Ej SEWER MAIN EX" ACP WATER MAIN PER SIAM WO -82-13 i EPI VE GRAPHIC SCALE 1 " =10' 0 10 20 30 712112014J.• \Active Jobs \2207 DALZELL (STRATFORD) \DRAWING \2207.pro PLSA 2207 ~N� �° RRASCO LARET BURNER CO ¢ <Z z CD M mExp. 12/31/15 � � &ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING q CIVIL 535 North Highway 101, Ste A, Solana Beach, CA 92075 OF CA�YF ph 85i87.18]59<82Y2 I fa 858.259,4812 I Plsaenglncerfng , com AS BUILT BRIAN. M. ARDO INO DATE _ R.C.E. NO. 71651 = EXP:-- 12/31/15 REVISIONS APPROVED DATE REFER CES DATE BEN�,EMCk K SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS Cj'ry pj� ENCit`I1TAS ENGINEERING DEPAR °� DRAWIl�iG N®. BMA KRK BMA T61AILT 18 �I7�ib CITY OF ENCINITAS SURVEY CONTROL POINT ENC -41, PER RECORD OF SURVEY MINER 18416. ELEVATION. 73.62' DATIAtit NAVD88 HORIZDNAL I"=10* VERTICAL N/A REVIEWED BY.' P S PRE D UNDER THE SUPERVISION OF DATE: ql-R �✓� f R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12 -32 -15 REVIEWED BY: JQv AA •M � MASIH MAHER DATE: �4 S GLENN PRUIM ENGINEERING PUBLIC WORKS D' CT R DATE: - -� GRADING PLAN FOR: q / r�+� r/+� D�T�* 11973 -C .Cr 1 130 S 1 ltCil FORD DRIVE PLANNING CASE N0.' 14 -049 CDP A.P.N. #258-343-271 SHEET 2 OF 3 -& DATE: 712112014J.• \Active Jobs \2207 DALZELL (STRATFORD) \DRAWING \2207.pro PLSA 2207 A W ° • °• • H ° e ° Cc • • ° ° ° d VO ° • e ° U° • ° • • ° A 44 u') ° d A 4 • 19' RADIUS A 20' MIN Pt LOT g/ tftr r '147 i G 5 14P.04 1 6.5 I Et DC ry+_ur7 157.85 XIS7?AtG P+ SZDtNr r __- __157.84 L__ -_TALL TEMPORARY- -_ INSTALL TEMPORARY G S. GRAVEL BAG CHECK GRAVEL BAG CHECK INSTALL TEMPORARY SILT 146113 DAMS ALONG FLOWLINE GA 4 9 78 FENCE ALONG PERIMETER DAMS ALONG FLOWLINE PER SC-06 PER �_� PER SC-01 AND DETAIL THIS G � G.S. E 144.70' 149.7" C3 C:1 - .. a- �� ...._ w_ _ ..�... i - - � r t" A _ �r , 0) - t . �.' i V )T31 UCK ON 0 i I MAP F r 60. ,1 143.91 \ U r S 14fi 4° '. PROM . ED RE61DENCE f i 148, 14 *.18 i , li i+ tt X D Vy� 0 r s i ti s, INSTALL TEMPORARY ASBUMT CONSTRUCTIONS i' ENTRANCE PER 152 i s, TZ'.�'; j + x- 47 0 0 D Vy� 0 r s i ti s, INSTALL TEMPORARY ASBUMT CONSTRUCTIONS °� ENTRANCE PER 152 i 4- TC -01 c , DATE REFERE CES PROP05EL? BENCHMARK SCALE ORIVEWAY DES D BY oRKRK av cMEBMA sv APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTNIEI*TT DRAWING NO. _ i -- \ n ; n � ,, c 0 t_7,oa } e_ aO ... pO $-H- - 1 --... CD Q)m �O ° ,_. S�7 CJ A Oo �`�� '.uT 10f 144.64• ' ; f,u'U'�� `w i&ALL TEMPORTARY SILT _46.14 , T y INSTALL TEMPORARY FENCE :ALONG PERIMETER a4 5T INSTALL- TEMPORARY GRAVEL BAG CHECK PER SC -01 AND {ETAII_. THIS _ _ - - - -- GRAVEL BAG CHECK DAMS ALONG FLOWLINE SHEET � C SHED 086 9 U� SAD DAMS ALONG FLOWLIhf PER SC -06 115C.94 1 4& 91 S 152.93 PER SC -06 rti ti 4 WIDTH AS REQUIRED NOTE TO ACCOMODATE CONTRACTOR TO MODIFIY CONSRUCTION ANTICIPATED TRAFFIC ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE I l COARSE AGGREGATE FILTER FABRIC RUNOFF ORIGINAL GRADE GAP BETWEEN BAGS ACTS AS SPILLWAY SCALE 8 D JC3 4' TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED ASP !. 154.68 LIP ?VE T-- ji1�4L78 } I t � W rs � LOR" r 1 1. SET POSTS AND EXCAVATE A 4BY4IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. JPI' ✓E - .55.57 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. (r� III ii FILTER FABRIC �N ji WIRE 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 SUCT 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 0PT1 UM9 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 CALIFORYJICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C DE 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. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN tAUDPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. ION -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 THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN 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, WHITHH 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 COAOINATION 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 DAME 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. ADJACENT PROPERTY DISTURBANCE A1107E ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DC?'A MEANS STORM RAJOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH Af' ROOF, ROOF DR41X DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC FiES. 2006 -27. MAM GALGULATION OR055 LOT AREA TOTAL AREA EXEMPT FROM MAHA CALCULATION TOTAL LAN125CAPE AREA = 11,554 5F = 4,124 5F 42.11xO.b2x430 = 11,437 ETO GRAPHIC SCALE 1 " =10' 0 10 20 30 j + OTHERWISE L"' MIN-,, UNLESS SP A EER SOILS ENGINEER SECTION A -A GRAVEL BAG DETAIL NOT ro SCALE i ti s, PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 P h 858,259.8212 � fa 858.259.4812 pisaengincering. c ®m ASBUMT 1 *r1w,' BRIAN M. ARDOLINO DATE R.C.E. N0. 71651 EXP. 12131115 REVISIONS APPROVED DATE REFERE CES DATE BENCHMARK SCALE PLANNING & BUILDING DES D BY oRKRK av cMEBMA sv APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTNIEI*TT DRAWING NO. BMA 1 1\ ASP !. 154.68 LIP ?VE T-- ji1�4L78 } I t � W rs � LOR" r 1 1. SET POSTS AND EXCAVATE A 4BY4IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. JPI' ✓E - .55.57 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. (r� III ii FILTER FABRIC �N ji WIRE 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 SUCT 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 0PT1 UM9 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 CALIFORYJICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C DE 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. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN tAUDPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. ION -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 THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN 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, WHITHH 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 COAOINATION 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 DAME 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. ADJACENT PROPERTY DISTURBANCE A1107E ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DC?'A MEANS STORM RAJOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH Af' ROOF, ROOF DR41X DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC FiES. 2006 -27. MAM GALGULATION OR055 LOT AREA TOTAL AREA EXEMPT FROM MAHA CALCULATION TOTAL LAN125CAPE AREA = 11,554 5F = 4,124 5F 42.11xO.b2x430 = 11,437 ETO GRAPHIC SCALE 1 " =10' 0 10 20 30 612312014N: \Active Jobs \2207 DALZELL (STRATFORDADRAWING \2207.pro PLSA 2207 OTHERWISE L"' MIN-,, UNLESS SP A EER SOILS ENGINEER SECTION A -A GRAVEL BAG DETAIL NOT ro SCALE Cf SST FENCE DETAIL CD 30: Z m 71651 NOT TO SCALE Exp. 12/31/15 @ �q CIVIC- OF CALIF PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 P h 858,259.8212 � fa 858.259.4812 pisaengincering. c ®m ASBUMT 1 *r1w,' BRIAN M. ARDOLINO DATE R.C.E. N0. 71651 EXP. 12131115 REVISIONS APPROVED DATE REFERE CES DATE BENCHMARK SCALE PLANNING & BUILDING DES D BY oRKRK av cMEBMA sv APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTNIEI*TT DRAWING NO. BMA CITY OF ENCINITAS SLOVEY CONTROL POINT ENC -44 PER RECORD OF SURVEY NUAOER 18416. ELEVATIONt 73.62' DATUM: NAVD88 HORIZONAL I"=10' VERTICAL N/A REVIEWED BY.' PANS PREPARED UNDER BRIAN M. ARDOLINO THE SUPERVISION OF DATE Q'3•►K R.C.E. NO. 71651 EXP. 12 -31 -15 REVIEWED B2-' � '1130 MASIH MAHER GLENN ERING ENGINEERING PUBLIC WORKS D�L�`1 DATE: q �� �5 DATE: 7 -' /'- EROSION CONTROL PLAN FOR. STRATFORD D PLANNING CASE N0: 14 -049 CDP A.P.N. #258-343-271 11973 -% DATE: SHEET 3 OF 3 612312014N: \Active Jobs \2207 DALZELL (STRATFORDADRAWING \2207.pro PLSA 2207