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2015-12424 G (Plans)RIGHTOFWAYNOTE OVER 6 TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ITEPARIMI£NT AT LEAST 48 HOURS PRIOR 70 MIMRK/NG IN THE PUBLIC R16 HT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A S70P NOR/K NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER 70 KNOW WHERE HIS/HER PROPERTY LINE IS DRUNAGENOTE 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. U77LITYNOTE ALL UTILITIES S£RNNG THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES L ALL AVRK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE STANDARD .OECIRCARONS FOR PUBLIC NWS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF DVCYMTAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REW90NS IHERETROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR RD ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT TITLED 'GEOTECHNICAL EXPLORATION FOR PERMEABLE INTERLOCKING CONCRETE PAVEMENT SANDY POINT HOME OWNERS ASSOOAHON, ENCINITAS CALIFORNIA' PREPARED BY H£IHER/NGTON ENGINEERING INC. DATED FEBRUARY 26, 2014 PROLFCT 17269.1 AND UPDATE DATED JUNE 4, 2015 PRMCT 17269.1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE INTH THE RECOMMENDATIONS AND S0ECN7CAT0NS CONTAINED IN SAID REPORT. 3 SEPARATE APPROVALS AND PERM175 FOR ANY CONSTRUCTION WHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJJNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION STALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CON7RAC7OR -WALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED STALL BE REPLACED OR REPAIRED TO CONDITION ENSRNG PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED STALL 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 DEUCES INCLUDING SHORING AND SHALL BE RES0010BLE FOR CONFORMING TO ALL LOCAL, STAIE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA NS AND REGULATIONS 8. GRADING AND EQUIP16ENT OPERARNG NIIHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BET1M IHf HOURS O- 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 PRE - CONSTRUCTION MEETING HAS BEEN HELD ON511E WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIWL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITME. THE PRE- CONSTRUCTION MEETING 91ALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 63J-2770. 10. PRIOR 70 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE INTNN THIS PROECT THE DEVELOPER .WALL SUBMIT TO AND RECEIVE APPROVAL fROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER -WALL COMPLY NTH ALL CONDI BONS AND REQUIREMENTS THE CITY ENGYNEER MAY IMPOSE WIN REGARDS 70 IHE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO RNAL GRADING APPROVAL AND /OR RNAL RELEASE OF SECURITY, AN 'AS GRADED CERRECATION' SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT N0. 12424 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS -HONK ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLONED BY THE DATE AND 96NATURE OF THE OW ENGINEER *10 CERTIIES SUCH GRADING OPERATION. 12 ALL GRADING 9MLL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECRON HE SHALL INSPECT AND IEST THE EXCAVATION PLACEMENT AND COMPAC70V OF ELLS AND BACKELLS AND COMPACRON OF TRENCHES HE 5H4LL SUBMIT SOILS REPORTS AS REQUIRED AND MILL DETERMINE THE SUITABILITY OF ANY ELL MATERIAL UPON COMPLETION OF GRADING OPERA BONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUP£RVSON AND MAT IN HIS OPINION, ALL EAIBANKMENIS AND 9CAV471ONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE COVIRAC70R SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 70 PROVOE PO9RVf DRAINAGE AND PREVENT PONDING OF WATER. HE SQUALL CONTROL SURFACE WATER AND AVOID DAMAGE 70 ADJOINING PROPERTIES OR ENISHED W fiK ON THE 97E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT D?OSOV OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AVSTALLED 14. ALL AREAS 70 BE FILLED SHALL BE PREPARED 70 OU FILLED AND FILL 9WALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIFICATION ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONIRAC70R FROM THE SURFACE UPON NH1CH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUWAL SOILS SHALL BE REMOVED 70 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SQUALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT STALL BE ROUE CONTRACTOR'S RESPON -BILITY TO PLACE, SPREAD, WATER AND COMPACT ROUE FILL IN SIRICT ACCORDANCE WITH SPECECARONS 15. CUT AND FILL SLOPES 91ALL BE CUT AND TRIMMED TO FINISH GRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM (ROSS SECTION THE SCOPES OR EXCAVATION AND EMBANKMENTS SQUALL BE 91AFM PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF RW AND LEFT IN A NEAT AND ORDERLY CONDITION ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA7ON OR EMBANKMENT SLOES MICH ARE LIABLE 70 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF 77f 701E AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH H THE GRADING ORDNANCE. 16 ALL TREES BRUSH, GRASS AND OTHER O&ECTIONABLE MATERAL -WALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS 70 LEAVE RTE AREAS TWAT HAVE BEEN GEARED WHIN A NEAT AND RNISIWED APPEARANCE EPEE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCAROI OF DEBRIS ELL -WALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 17 ROUE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WAN CITY STREET NGHT -OF -WAY, ON CITY PROPERTY, OR INIHIN CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND SHALL BE PR07ECIED IN PLACE DURING CONS7TRUCTION UNLESS SPE07CALLY APPROVED O7HERN9 NO GRADING, EXCAVARONN, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS WALL OCCUR INIHIN THE CITY )TEE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE 70 THE OIIDWOST EDGE OF THE TREE CANOPY PRROLECRON ON THE GROUND) LF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT MATH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REUSED TO ADDRESS THE TREE REMOVAL 0 VICINITY MAP NN N N0. DESCRIPTION Ate- riul�T EROSION CONTROL L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DA WD KEENAN, PRESIDENT SANDY POINT HOA, AT (760) 214 -1711, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EME GENCY NORK SHALL BE MADE AVAILABLE AT ALL TAMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E ON OCTOBER 1 AT CONVENIENT LOCATIONS 70 FACILITATE RAPID CONSNUC77ON OF TEMPORARY EROSION CONTROL MEASURES MIEN RAIN IS IMMINENT 3 LIEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED INIHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO K%KHNG ORDER 70 THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5 THE CONTRACT-7 SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 70 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES MHICH MAY ARISE: 6 THE COITRAC70R SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALL Y UNSAFE. 7. ALL EROSION CONTROL MEASURES PROWDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6 GRADED AREAS AROUND THE PNRO�EFCT PERIMETER MUST DRAIN AWAY FROM THE FACE OF 90'E AT THE CONCLUSION OF EACH NORK DAY. 9. ALL REMOVABLE PR07ECPW DEUCES SHOW SHALL BE IN PLACE AT THE END OF EACH RIMING DAY THEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OIHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORNWATERPOLLU71ONCONTROL POSTCONSTRUC71ONBMPAMPNOTES L FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FlROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AN0101? INTO THE PUBLIC STORM DRAIN SYS7fM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED MAHOUT A PERMIT FROM THE CITY. 3. ALL IMPERIOUS AREAS NITHIN THE SITE SHALL DRAIN TU APPROVED BMP.&P FACLIRES AND /OR TO 71IRF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR 70 DISCHARGE fROM THE SITE. ALL IMPERVOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE IURF11AMSCAPED AREAS 4. NO DRAINS 91ALL BE INSTALLED IN HAROSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES 70 AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BAIP AREA OR HAVE ANOIHER APPROVED DRAINAGE SYSTEM 7HAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPAR 6. ALL STORMWATER IMPINP FACLI77ES 910M HEREON SHALL NOT BE MODIFIED OR ALTERED WHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION Of ADDITIONAL IMPERVOUS SURFACES NOT SHOW ON THIS PLAN MAY REWIRE THAT THIS PLAN BE REWSED OR THAT A SEPARATE ENGINEEIRING PERMIT BE OBTAINED. 6 ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE E11ED TO COMPLY MTH STORM WRIER BEST MANAGEMENT PRACTICE RE IREMENIS E TRASH CLO - QU IH IRA fN SORES SHALL HAVE AN IMPERVOUS NON COMBUSI]BLE ROOF THAT NiLL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SIHALL 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 ROW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED AIDE 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 92ED OL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON ALTER AND DISCHARGED INTO THE PUBLIC SANTARY SEWER SYSTEM, NOT 70 PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BY9DING PERMIT MAY BE RE0%9 FOR THIS STRRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCIED ACCORDING 70 THE STANDARD SPECIRCAITONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 RENEW OF 77115 PLAN BY SAN 0EGU170 WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF CR THE EXISTENCE OR NON - EXISTENCE Of; ANY UNDERGROUND UTILITY PIPE OR STRUCTURE W771IN 771E LIMITS OU THIS PROECT 3. ALL EXISTING FACILITIES MHICH MAY AFFECT RNAL DE-SIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE RELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING MTHIN 10 ITET OF PROPOSED WATER MAINS SHALL BE 91OW ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS OVEN NRITIEN PERMISSION BY SAN DIEGUITO WATER DISTRICT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE 10 RELOCATE AND /OR ADJUST TO GRADE ANY EA1S77NG WATER FACILITY (FlRE H)DRANT, METERS VALVES VALVE BOXES ETC.) MHICI IS AFFECTED BY 7HER PROJECT ALL AFFECTED WATER FAC ITES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIU77ES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWE RS EAP£NSE 5 URUTIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION MIEN PARALLELING WATER SERVCES 6. MIN /MUM HORIZONTAL SEPARATION OF 104EFT REQUIRED (BETWEEN ERE HYDRANIS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVCET TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OWNER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF TIE PARCEL THEY ARE SERVNG 6 CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REOUNING TIAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFTECRVE JANUARY 1, 2010 IN COMPLIANCE NTH THIS LAW, ROUE DISTRICT SQUALL REQUIRE ALL M47ERALS 70 BE NO -LEAD BRASS PARTS 9 ALL COPPER TUBING USED FOR AIR RELFASES BLOW OFFS AND SERMCES STALL BE PROVOED NTH CATHODIC PROTECTION IN ACCORDANCE NTH WC -17 OR NC -16 APPROVED DATE BENCHMARK SCALE 3 -� 3. o N/A N/A -BU1L1 s /S /20 STORMWATERPOLLUTIONCONTROL BMPN07ESRELAT IVETOCONSTRUCTIONACTIV171ES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY 920 CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 97E. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE S7ORMW47ER CONVEYANCE SYSTEM OR ANY RECEINNG WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCAROv CONSTRUCTION S17FACCESS A STABIUZED CONSTRUCRON SITE ACCESS SHALL BE PRONDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF 57F THIS SHALL INCLUDE USING MAYNAL SUCH AS 3' CRUSHED ROOK AND /OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPfCEC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESGINATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINIENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -91 EROSION COWROL EROSION CONIROt MUST BE PROWDED FOR ALL ERO -VE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING ERO-ON RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACBWTTES ARE ALLONED DURING NET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCRON 27E. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION U-NG PERMANENT AND TEMPORARY ER090N CONTROL MEASURES REMOVE EA757ING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE THREES OR SHRUBS UNNECESSARILY THEY HLLP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GYROING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACPW77ES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MIN MD. ON- STTECONS7RUCT70NMATER141. STORAGE S70M MAIENALS SHALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR 91ALL STORE THESE PRODUCTS WHERE THEY N tL STAY DRY OUT OU THE RAIN. CONIRACTOR -HALL PROVO£ SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE: EUM/NATE OR REDUCE POLLU77ON OF STORMWATER fROM STOCKPLES KEPT ON - 571T STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES STALL BE LOCATED AWAY FROM CONCENNAIED STC MAATER S7ORMWATER FLOWS AND S70RM DRAIN INLETS STOCKPILES 91ALL BE COVERED OR PROTECTED N►IH SOIL STABILIZATION MEASURES AND PROVOED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES RHO PERFORM CONSTRUCRON IN THE CITY OF ENCINITAS SHALL BE BRAINED 70 BE FAMILIAR NTH THE CITY OF ENCINITAS STORMWATER POLU77ON CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. IHE PROPERTY OMNER(S) AND 7HE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUHREMIWIS AND THEIR 00 RESPON981177ES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED OONSTRU00N MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY DIEM INTO THE CONVflANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTD? SHALL BE DISCHARGED IN70 S7ORMWATER BDWSINKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMP97ES WALL BE CHECKED fREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL 77MLS LXUMPSTERS NIHOUT LIDS -WALL BE PLACID WINN STRUCTURES NTH IMPERVOUS ROOFING OR COVERED NTH TARPS IN ORDER TO AVOD RAIN CONTACT NTH ANY TRA-Y MATERIAL MANY CONSTRUCTION MATERIALS INCLUDING SOL VENTS WATER -BASED PAINTS VEHICLE RUIDS BROKEN ASPHALT AND CONCRETE wo,, 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 D1910SAL O HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE 7011 FREE AT (800) 714 -1195. FOR INFORMATION ON LAMFXLS AND TO ORDER DUMIPSiERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE 91E. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVOE SECONDARY CONTAINMENT AND LOCATE PORTABLE 7010S AWAY fROM STORMDRAIN INLETS DN PERVOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTIER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE IRAVELEO AWAY FROM CONSTRUCTION STE FOR MORE INFORMATION ON STORWRAIER POLLURON CONTROL MEASURES AND REQUIREMENIS PLEASE CONTACT THE ENONEETRING DEP4RIMEN7, CITY OF ENCINITAS AT (760) 63J -2770. N077FICA77ONS L THE ENSIENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS 70 THE BEST OF OUR KNONLEDGE THERE ARE NO EXISTING U77LIPES EXCEPT AS SHOW ON THESE PLANS HOMEa. THE CONNAC70R IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE OURK STE. IT IS TIE CONTRACTORS RESPONSIBILITY 70 CONTACT THE FOLLOWING OWNERS OF SAID U7IU71ES OR STRUCTURES PRIOR TO ANY IXCAVARON, FOR VERIFICATION AND LOCATION OF UTILITIES AND N077RCA17ON OF COMMENCEMENT OF NORK• A. SEWERS - C3D - (760) - 632770 B. GAS & ELECTRIC - SOGE - (760) -438 -6200 C WATER - SAN DIEGU170 WATER DISTRICT -1 -800 - 227 -2600 O TELEPHONE - SRC 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 BEGNN/NG ANY MORK ON THIS PROTECT. PHONE- (760)-63J-2770. 3. THE CONNAC70R -WALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTON PHONE.• (760X'637 -1770. ALL WORK PERFORMED MTHOUT BENEET OF IN&DECRON MLL BE SUBJECT 70 R&ECTON AND REMOVAL IMPERVIOUSAREA IMPERVOUS AREA PRIOR 70 CONSTRUCTION. 36,191 SOFT IMPERVOUS AREA AFTER CONSTRUCRON: 36,191 SOFT INCREASE IN IMPERVOUS AREA: 0 SOFT IMPERVOUS AREA REPLACED. 36,191 SOFT PUBLIC WORKS PLANNINGANDBUILDING OWNER OWNER NAME SANDY PONT HOMEONER S ASSOCA77ON ADDRESS 1159 WALES PLACE CARDIFF, CA 92024 CONTACT: DAVO KEENAN PHONE. (760) 214 -1711 S17FADDRESS 12 LOCATIONS WITHIN SANDY POINT SUBDIVSON APN 261 - 254 -46 LEGAL DESCRIPTION SUBDIVISION MAP 9184 FLED IN THE OFFICE OF THE RECORDER OF SAN DIEGO COUNTY APRIL 18, 1979 OF C.R. OWNERS CER17FICATE 19,E � F �NGF PROJ:CT LIMITS ' \ SEE SHEET 12 i N I (ME) HEREBY CERTIFY THAT A REGISTERED SONS ENGINEER OR GEOLOGIST HAS BEEN OR MILL BE RETAINED TO SUPERVSE OVER ALL GRADING ACT147Y AND ADVSE ON THE COMPACRON AND STABILITY OF / \ THE 91E `\ CLUB HOUSE 9GNA]URE�Ct�'- � v�Q�'�- •.,'DA)E DAVD KEEVAN FOR D POINT HOA \ \ \�CAI/F!Y KEY MAP 1' =250' SOILS ENGINEER ' S C E R T I F I CA T E I. MARK A HETHETRING70N A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 26, 2014 AND A GEOTECHNICAL UPDATE LETTER WAS PREPARED ON JUNE 4, 2015 ONE COMPLETE COPY OF THE SOILS REPORT AND UPDATE LETTER COMPILED fROI THIS STUDY, NTH MY RECOMMENDATIONS HAS BEEN SUBMITTED 70 THE OFFICE OF THE CITY ENGINES. FURTHERMORE, I HAVE REVS S THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDAIOVS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECFTCABONS i SIGNED QROFESSlO RCE GE NO.: 397 EXP. DATE 3 1 16 W C No.397 2 z Exp. Date XB t 7269. E G� A COMPANY HfTHERINGTON ENGINEERING INC. ADDRESS-5365 A 010 ENCNAS, SUITE A CARLSBAD 92008 PHONE (760) 931 -1917 S TA T EMENT OF ENGINEER OF WORK THE UNDER96NED ENGINEER AGREES THAT THE WORK PERFORMED BY 7HE ENGINEER -WALL COMPLY WITH PIE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PLRfORMED HEREN SHALL BE IN ACCORDANCE NTH H ROUE RULES AND REGULATIONS !REQUIRED BY THE CITY OF ENCNITAS 70 THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR RENEW PERFORMED BY THE CITY OF ENCNNTAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEERMI/NATON BY THE CITY OF ENCINITAS OF THE 7ECHNNCAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT 7HEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPON -BIUTY FOR THE PLANS OR DE96V 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 AR19NG SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF IHE ENGINEER AND NS/HER AGENTS OR EMPLOYEES ACTING NITNN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISNG OUT OF ROUE WORK PERFORMED BY THE ENGINEER. SUVA TURE. y -7' DATE• VNOE SAMPO COMPANY. SAMPO ENGINEERING INC. ADDRESS 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 su ^46m PHONE NUMBER. 760 436 -0660 RCE NO 44173 RCE EXPIRES 6 -30 -15 EARTHWORKDATA (CowECHsrsrEMP STEEPEST E)7SRNG NATURAL SLOPE ON -SI7E = N/A H : N/A V MAXIMUM VERTICAL DEPTH OF CUT = 15.5' MAXIMUM VERTICAL DEPTH OF ELL = 0' CUT = 17 CY TILL = 0 CY EXPORT= 17 CY REMEDIAL = N/A THIS PROJECT MUST BEGIN C0NS71?UC770N BY DECEMBER 24, 2015 TO RETAIN HMP EXEMPTION. 1F NO PERMIT IS ISSUED BY DECEMBER 24, 2015 THIS PLAN APPROVAL IS VOID. BMPPROJECTSTATUS PRIORITY - HMP EXEMPT (NO IMPERVIOUS INCREASE) PRIORITY STORMWAIER TREATMENT FACIUTIES TO BE MAINTAINED BY HOA. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER IREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON 9" a-!� -/�- ASDOC. A � 0IS- 04«!9'S7f1 PARKSANDRECREATION SAN DIEGUITOWATERDISTRICT EN C /N/ TA S FIRE DEPARTMENT DATE SIGN DATE SIGN GDAT SIGN DATE GN DATE SPECIAL DISTRICTAPPROVAL "t -vuku ur. UI(Ai1N dr.' WtGKL Hr., ENGINE,ERRIIN DEPARTMENTAPPROVALS PLANS PREPARED UNDER SUPERWSION OF 9 APPR D: 1 IS . LECO� DAZE : GLENN PRUIM 14- /J-- -r R.C.E. N0.: 44173 PUBLIC WORKS DIRECTOR VNNCENT L SAMPO EXP. 6/30/17 8- 27 -/5' ENGINEER O- NORK DATE DATE CITYOFENCIN/ LAS - ENGINEERING SERVICES DEPARTMENT DRAW/NGNO. GRADING PLAN FOR- SANDYPO/NT HOW WNER'SASSOC /AT /ON PAVEMENT REPLACEMENT 11424 -G APN.• 261 - 254 -461 SHEET 1 OF 6 IN o� a w w z c� z wg d °` 8° 8 coNTRacTOaro GROUT PLAN VIEW TO SUBURBS MADE 19 "10. SECTION A-A N. IU.NT..' WATER OVPL IY OWR E OA5 LF5 TOP DFBIRIILTURE Sf'HIFLOCARTR.O(H (]Goon ORIFICEI GOXFELH Fes;. m ELEVATION =83865 56'ORNNDOWNCARTRIDCE (35mm ORIFICE( MAWJ RETURN PER OO OF £AKHOW F. U FRE89VRE RELIEF PIPE (P.RP.) CpN(ECyN 0 CARIWOCEBIANK COnnECX JELL YFISH FIL TER INSTALLA TION 1 m 'e 1 FCCARTRIOOEOE .7T4EV.EPARATIONSART CONIECH 0 pEFTECTOR PLANE LpirELry 1 J[NrvrsFNPNr MAMIENANCE 1 30'Xf EJ W16W180 fRAtAE%COVER CONTACTOR W< GRAGE RINGMSER WALL 7 STAGE O 2017 9 (M AW1 2018 7 5,267 5 2019 5 4,309 AAGG INLcTPIm . v" 36191 ELEVATION= Yt8.8S 1T OING - E01308'PENPJC INIETPIPEt 01TOPENMG IXi 06'WC WttETPIPE A A HEVATIOPo= 31B.iP yyLLE OUT£!PQ'E OES�'. IGBE \—..E , ARST IN OF5IRUTR ENSAT ELEVATIGN=311.t6 SECTION A-A .MlJNG M IDGF SECTION B"B COUNT N. IU.NT..' WATER OVPL IY OWR E OA5 LF5 B Sf'HIFLOCARTR.O(H (]Goon ORIFICEI GOXFELH Fes;. WA BE GREDID. 56'ORNNDOWNCARTRIDCE (35mm ORIFICE( MAWJ RETURN PER OO OF £AKHOW F. U .MlJNG M IDGF SECTION B"B COUNT OESCNIFLON IU.NT..' WATER OVPL IY OWR E OA5 LF5 B Sf'HIFLOCARTR.O(H (]Goon ORIFICEI GOXFELH PEARFLgtl RATE WA 1 56'ORNNDOWNCARTRIDCE (35mm ORIFICE( CONTELH RETURN PER OO OF £AKHOW OFFl.INE U FRE89VRE RELIEF PIPE (P.RP.) CpN(ECyN 0 CARIWOCEBIANK COnnECX JELL YFISH FIL TER INSTALLA TION 1 MAMTENANLEMLESB.GTJLNN'GSMA. CENTRES, 1 FCCARTRIOOEOE .7T4EV.EPARATIONSART CONIECH 0 pEFTECTOR PLANE LpirELry 1 J[NrvrsFNPNr CONTMLTOR 1 30'Xf EJ W16W180 fRAtAE%COVER CONTACTOR W< GRAGE RINGMSER CONTRACTOR 7 STAGE O GENEML NOTED - 1. CONTECX TO PROVIDE All- NATERWLS UNLESS NOTED OTHERWISE. S I- FABRICATION ORAw WAG WON OEUNEO S1RUSTIRE OIMENSIONS AND WEIGHT PLEASE LONTALr YOUR S.S. ENGINEERED SU ..REPREBENIAi VE. MWWMMa EGOM a. JELLYFISH WATER QUALITY STRUCTURE SHALL RE IN ACCORBANCE WITH All OFSON RATA AND INFORM4TON CONTAINED IN THIB OURS LONrtWLTd2TOLIXhWMS(RUCNRE MEETBREW MEMENTSIFFUSUEST ♦. STiVSTURESHALLNEETMBHTIHS A,ABBVMINGFMTXCOVa V- I,ANOGRgAiD MRELEVATIONATMt LOWTHE .TP NE XVERT ETEVATXiN. ENGINEER OF MORRIS TO CONFIRM ACT4LL GROONbNATER EIEVPTOK CASTWGS. FffET MSHTO Maur 1. RAi NG AND BE LIST W NH THE CONTECH LOGO i ST3OCTXtE SHALL AF FR OAST CONCRETE CONFORMING TO ASTM C{TB AND AABHM LOAD FACTON OESIGN METTSJG MISTAWTK =NOTES A ANY SUS BASE BAYJOALL DEPTY ANdOR ANTFFLOTATION PROVLS ONS ARE SIRSEPCIFIL DESIGN OJASIUAJRATTIX S AND BXALL BE SPECIFIED BY ENGINEER OF RECORD 8 CONTACFOR TO PROWOE FORAH ENTW THBOSOCIENTLTTNG AND REACH CAPACRY M LIFT ANO SET THE STRUC DGE(UFIMG CLUTCHES PROVIDED) C. CONTRACTOR WI LL INSTALL AND LEVEL THE STRICTURE SEALING TIE JOINTS LINE ENTRY ANDS ff MNM(NOIABRRMK GROUT WRH GAS. WATERS ON RE%I0£HOLD) D. WNTASTOR TO TAKE APPKWRIAM MEAEURES TO PROTECT tlJT GFROM CONSTRUCTONRELAMT EROSION RUNOFF. EL MY)GENETALUTION RY CUUMOHL SHALL OCCUR ONLY AFTER SIZE RS BEEN STABLRED AND THE JELLYFISH UNIT IS CLEAN AND FREE OF DEBRIS. COMACT ONMESH TO COORDINATE SARTRKK£ INSTALLATION WITN SIM STABILRATON AT (AGN7 YT3M ALULTURE %30XIMATE HUNT XEANEST PICK OF E PRIMES = NESS LEE . CONTRACT INtECS INUYYIWi .TM JELL YFISH 14 STANDARD DETAIL ON SHEET 4 u E T M O D U L A R' MODULAR WATER QUALITY DIVERSION WEIR SYSTEM WETLANDS PROFILE - CATCH BASIN WALL OF MANHOLE COYER -. (NEW C *-I PEAK FLOW =.74 CFS ITS PIPE TO WATFI .'-- QUALITY UNIT CURB OPENING W S =0.010 (MIN) TOP VIEW - CATCH BASIN 16_I • `i "-" :,: L TROUGH TO BE CONNECTED TO CONCRETE BELOW CURB WENDS USING 1/2' x 1-1/2' 316 STAMM STEEL SPIRE 1NSHROM HEAD DRIVE ANCHORS SPACED Ir ON CENTER 2, USE DAP CONCRETE WATERTIGHT FILLER & SEALANT TO SEAL SEAM BETWEEN FIBER ®ASS WEIR B CONCRETE WALL OF CATCH SASM. CURB CURB TYPE CATCH NANHOLE 000 SECTION VIEW TROUGH END VIEW TROUGH/PRNE FLOW RATE OF OP77 NAL INLET WNG 10" WOE X 8" HIGH RMOLASS DIVER9011 TROUGH -c M. 9 (J N O W LL �xTDj h ~ W J Z 2 �LLmW da °} N � N � O U DVERT TROUGH DETAIL ON SHEET 4 2 %" BELGARD INTERLOCKING CONCRETE PAVER (SPECIFICATION PER BELGARD SECTION 32141113) WS I" SHARP ANGLED WASHED CONCRETE OR MASONRY SAND PER 1CP1 SPECIFICATIONS *SOILS ENGINEER�TO COMPACTED SUBGRADE DETERMINE FINAL SECTION TYPICAL PAVER CROSS SECTION ON SHEET 3 AND 4 n NTS N ILL A= 08.0106' N5075'35'E 4200' _ R= 600.00' 1 =83.97 pAr SEE DETAIL Ill" SHEET 4 a�0 SEE DETAIL "10" SHEET 4\ SEE DETAIL "5 SHEET 3 & SEE DETAIL "4•' I \\ I \ / \ SHEET 3 I I SaQ� y K I I ppOp < j" L — I — J A. SEE DETAIL `6° .5 h SHEET 3 9.5' ti 0 D SEE DETAIL "J "��� SE DETAIL SHEET 4 ° "7" % \/ `� SHEET 4 / N65ZWO' °N8048J0 °W 47.89' SEE DETAIL '12" L 1 - - - J SHEET 4 I SEE DETAIN 8° � SHEET 4'� —, I N \ SEEDETAIL `J' •\ SHEET SEE DETAIL "I SHEET 3 �' y SEE DETAIL 7' I \ I SHEET J L I I i � I I \ L - - - - -- / N88' S1' 20 °W 390.8r NEW IMPR 0 VEMEN TS KEY MAP > NO32328 E 46.69' 0 0 C PHASING FOR SANDYPOINTHOA STREETREPAIRPROJECT TENTATIVE T/MELINE FOR MULTI- YEAR GRAD/NG PERMIT BREsraA&M ) e snilC rFAD (bdw+7 e SUF1YfMRW 1 am AST (NB) .- 10" WOE X 8" HIGH RMOLASS DIVER9011 TROUGH -c M. 9 (J N O W LL �xTDj h ~ W J Z 2 �LLmW da °} N � N � O U DVERT TROUGH DETAIL ON SHEET 4 2 %" BELGARD INTERLOCKING CONCRETE PAVER (SPECIFICATION PER BELGARD SECTION 32141113) WS I" SHARP ANGLED WASHED CONCRETE OR MASONRY SAND PER 1CP1 SPECIFICATIONS *SOILS ENGINEER�TO COMPACTED SUBGRADE DETERMINE FINAL SECTION TYPICAL PAVER CROSS SECTION ON SHEET 3 AND 4 n NTS N ILL A= 08.0106' N5075'35'E 4200' _ R= 600.00' 1 =83.97 pAr SEE DETAIL Ill" SHEET 4 a�0 SEE DETAIL "10" SHEET 4\ SEE DETAIL "5 SHEET 3 & SEE DETAIL "4•' I \\ I \ / \ SHEET 3 I I SaQ� y K I I ppOp < j" L — I — J A. SEE DETAIL `6° .5 h SHEET 3 9.5' ti 0 D SEE DETAIL "J "��� SE DETAIL SHEET 4 ° "7" % \/ `� SHEET 4 / N65ZWO' °N8048J0 °W 47.89' SEE DETAIL '12" L 1 - - - J SHEET 4 I SEE DETAIN 8° � SHEET 4'� —, I N \ SEEDETAIL `J' •\ SHEET SEE DETAIL "I SHEET 3 �' y SEE DETAIL 7' I \ I SHEET J L I I i � I I \ L - - - - -- / N88' S1' 20 °W 390.8r NEW IMPR 0 VEMEN TS KEY MAP > NO32328 E 46.69' 0 0 C PHASING FOR SANDYPOINTHOA STREETREPAIRPROJECT TENTATIVE T/MELINE FOR MULTI- YEAR GRAD/NG PERMIT PHASENO, YEAR DETAIL REPAIR AREA AREA 80 FEET SPECIAL DISTRICTAPPROVAL 2015 1 4,746 1 2015 2 5,747 DRB 2015 4 5,035 2015 12 JELL YFISH FIL TER INSTALLA TION M16 10 4,290 2 2016 if 936 2017 3 1,352 2017 6 1350 3 2017 8 2,079 2017 9 1,060 2018 7 5,267 5 2019 5 4,309 TOTAL 36191 x 1ELLYfJ5HFSLIER 90 6E SNSIALLNED PZd/.t 70 ComPLET.Tn it/ orAWY PAVEmorr REPLACCmeor,, CHNGENO. DESCRIPTION APPROVED DAIE BENCHMARK SCALE SPECIAL DISTRICTAPPROVAL UtJ7wtu Hr.• UKAMIV N/• G11tWv Hr: ENGINEERING DEPARTMENTAPPROVALS CITY OFENCI NI TAS- ENGINEERING SERV/CESDEPARTMENT DRAW/NGNO. DRB KS U 3 - (b N/A N/A PLANS PREPARED UNDER SUPERVISION OF DATE : z1 is �j ��� R.C.E. NO.: 44173 NNCENO EXP. 6/30/17 ENGINEER O N F OOK REGOM APPR - _ a PUBLIC NORKSDIRECTOR DALE DATE GRADING PLAN FOR SANDYPOINT HOMEOWNER SASSOCIATION PA CEMENT REPLACEMENT APO.• 261 - 254 -46 12424 -G SHEET20F6 k �a CHANGE N0. ' n \<�< 1 / <, < < < <�x< <<< < < << < < < < << <<. v \ < < < X < 5 < \< < < < < < < < < \<< < < < < < < < << j < < < << < << < < ; < < < << < < < <<< << < << ' '< < < <!< < <\ 3' � �I2 15,5' � O 135, 19 <5'- DETAIL 4 1` _LLLL LL -VL -LLLL L t L _ (_LLL L I AL LLLL L L L _L _LL LL L_LLLL LL LL ` _LL LLLLL LLL-LL �< LLL LL \L` LL L LLL LLL _LL �YG _�LL LLL L L L, "— LLLLL L LLF`L L � T ((LLLLLL LLL, - L , L LL _'.LLLLLLLL i I: _L �LLLLLL< } LLLLLLLLL L �L "LLLLL' LLLL�((��LLLLL L L ,.LL LLLL " L� LLL�CLLLLL y L( LL" >_LL , J'LLL �bL _LLLL LLLL I LL L . I L Z� L LLLLLLL L_LI _� Jl1L L_LLLLLL L Q. "(LLLLLL` LLLLLLLLLL _ LLLLLL y �LLLLLLLLi R LLLLLLLLLLLL; -LI LL 6 LLLLLL /!Y LLLLLLLLLLLL�6, LLLLLLL } LLLLLLLLL( LLLLLLL LLLLLLLLL(' _ (`LLLLLLLLL '_LLLLLLL LLLLLLLLLLL LLLLLL' LL L-4 ' LL�_LLJ" ^�'LLLLL LL L''' } _ LLLLLL ' LLLLLL LLLLLL LLLLLLLLLLL (LLLLLLLLL LLL LLLLLLLLL,�f; LLLLLLLLLLL LLLLLL DETAIL 2 f \I i 195 35' f ,aA � \ ` \2� 1 <8) < < < < < <d \ < \ \< J < < < << < <<< < < < < <� 1 < << < <<� <<< <<� <<\' < < < < < \ << } < < << < < < < <�< < < < << < << << << << <! \ < \ < < < << < < < < < < < < < < << <<< < rf DESCRIPTION APPROVED DATE I BENCHMARK SCALE -to•ia N/A ! N/A DETAIL 5 cy„ y / i %i, 15.5'_ P 1 LLLL 1 �p�wA 35' LLLL( L �J % LLLL 8 �LLI L- L 19.5' LL _LL L R�IYL I _7LL_Ll JL L LLL L� L 6_ L 8 LL L LLLL( LLL LL LL L LL LLL L /L L LC, LLLL I L �. L LLLLLL( �_L /L i L L / LLr L �27, s r 5.5' DETAIL 3 i l PA C01 1 3�LL /LLLIILLI \LLL -LL�F , fm I L. LL-LL L �L 7 LLL 1 (LLLL LLL L 8 L 8 LL' LL L 1 L LLL'- f _LLL L_ _Lt L' 6 _LLL L LLLL LLL L L LLL LLLLLL LLL L 0 / LL LLLLL1\50 J LLLLLLLLL 7 LLB` y LLL 27' '_L LLL DETAIL 6 SPECIAL DISTRICTAPPROVAL j �DRB "` ' orc vr,• I cnr 147 v ENGINEERING DEPARTMENTAPPROVALS PLANS PREPARED UNDER SUPERNSION OF RECOMME I%o APPRRQ D. Eg ?1� DATE: S ZJ }5 R.C.E. NO.: 44173 N UR MNCENT L SAMPD GG _ PUBLIC Nf7RXS DIRECTOR ENGINEER OF NORK EXP. 6/30/17 DAIS DALE LEGEND STANDARD SYMBOL CONCRETE INTERLOCKING PACERS BELGARO PAWfRS PER STRUCTURAL SECDON L L L L L L DETAIL G; SH££T 2 OR APPROVED EQUAL EXISTING SEVER PIPE EXISDNG WATER LINE SURVEY MONUMENT CONSIRUCWN NOTES 1.ALL MW SHONN ON THE PROTECT PLANS SHALL BE PERFORMED IN ACCORDANCE NTH THE LATEST E0177ON O THE SAN DIEGO REC+0NAL STANDARD DRAINNGS, THE LATEST E0770N OF THE STANDARD SPECIRCAPONS FOR PUBLIC OWKS CONSTRUCDON, AND THE GE07ECHNICAL EXPLORARON FOR PERMEABLE INTERLOCKING CONCRETE PAVEMENT PREPARED BY HEIHERING70N ENGINEERING INC. DATED FEBRUARY 26, 2014. 2 ALL ON -SITE STORM DRAIN, DRAINAGE SWALES AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY ONN£R. 3. SEE SHEET 5 & 6 FOR TEMPORARY EROSION CONTROL MEASURES AND CONS7RUC7ION BEST MANAGEMENT PRACDCES 4. UNLESS N07ED OIHERNSE, ALL ROADWAYS SHALL BE A MINIMUM WIN NDTH DURING CONSMUCDON AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VEHICLES, IN ACMDANCE NTH IHE UNIFORM RRE CODE AND CITY OF ENCINITAS RRE DEPARTMENT 5 THE CONTRACTOR IS RESPONY&E 70 POTHOLE THE PROECT 97E FOR EXISDNG UDLIDES TO DETERMINE THEIR EXACT LOCAITON AND ELEVADON BEFORE 7HE START OF CONSTRUCRON, THE U77LI77ES SHOW ARE BASED ON RECORD PLANS AND MAY OR MAY NOT BE ACCURATE OR COWYETE 6. PROTECT SOIL ENGINEER SHALL BE RETAINED TO PERFORM RELD OBSERVA77ONS AND SOIL 7ES77NG THROUGHOUT THE GRADING OPERA71ON AND CONSTRUCDON OF NEW IMPROVEMENTS A RNAL REPORT SUMTMARIONG IHE OBSERVARGNS AND SOL TES77NG SHALL BE PROMDED TO THE OMER AND THE CITY OF ENCINITAS UPON REQUEST AND IN CONFORMANCE NTH THE REQUIREMENTS OF THE LOCAL "VRISUC71OV.. 7 CONCRETE INMRLOCKNG PA&ENT SHALL NOT BE LESS THAN 2- BEDDING /JONT SAND OIER 9- AGGREGATE BASE CAL MANS CLASS 2 OVER 6 -8' MIN COMPACTED SUBGRADE SOIL TO A MINIMUM OF 9OX MODIRED PROCTOR DENSITY, ASIM D -1557, REFER TO SOILS REPORT FOR ADDITIONAL RECONUDADONS 8 BOUNDARY AND RIGHT OF WAY INFORMADON CALCULAIED PER RECORD OF SURVEY 9816, 9. ALL NEW PAVERS SHALL BE CONSTRUCTED AT THE SAME ELEVARONS AS THE ENSDNG PAVERS PAVERS SHALL MEET APPARATUS LOADS OF 75,0)0 LBS 10 CONTRACTOR SHALL IERIFY THE WATER DRAIN HAS A MINIMUM 1,0 X SLOPE KEY NOTES DaWGY WIPROIECT IN- PLACE Q DEMOL191 EXIS77NG PAVERS (:D NO USEII (3 PROIECT CURB & GUTTER IN -PUCE ® PROTECT SDGE BOX /CABINET IN -PLACE © PROTECT GA 7E IN -PLACE ® PROTECT SEVER MANHOLE IN -PLACE ADJUST RIM TO KNISH GRADE D PROTECT WATER VAL LE IN- PLACE, ADJUST RIM TO RNISH GRADE ® PROTECT 8' WATER MAIN IN PLACE ® PROIECT IRRIGADON BOX IN -PLACE ® PROTECT RRE HYDRANT IN -PLACE ® PROTECT AC PAVEMENT IN -PLACE Q PROTECT LEAD AND DISC IN -PLACE ® PROTECT WATER METER IN -PLACE 1Q PROIECT CONCRETE SIDEWALK IN -PLACE ® PROTECT CA TV RISER IN -PLACE ® PROTECT 6" OURS IN -PLACE © PROIECT PLANIER IN -PLACE 1® PROTECT CONCRETE RIBBON GUTTER IN -PLACE Q PROTECT RETAINING WALL IN -PLACE PROIECT 8" rilU PIPE IN -PLACE Qt PROTECT 18'X24" CUP STORM DRAIN PIPE IN- PLACE Q PROTECT 24" RCP STORM DRAIN PIPE IN -PLACE ® PROTECT 30" RCP STORM DRAIN PIPE PROTECT CURB INLET IN -PLACE ® PROIECT DRAINAGE STRUCTURE IN -PLACE PROIECT CLEANOUT STRUCTURE KEY NOTES (CWT).- NEW IMPR KI07S COWSlRUCAON 0 BELGARO PAVERS PER DETAIL G; SHEET 2 OR APPROVED EQUAL NEW PAVERS TO MATCH EXISTNG GRADES ® 15 IF B" PVC (SDR -35 MIN) 01X MIN. SLOPE ® 10" NDE X 8" DEEP DVERT NOUGH (OR SIMILAR 10% MIN) PER DETAIL 'E' SHEET 1 ® t18 IF 8" PIE (SOR 35 -MIN) 0 iX MIN SLOPE Q �ELL)TI&Y 14 BY CONMCH PER DETAIL "A" SHEET 2 SYSTEM DESIGN BY TORY R. WALKER ENGINEERING FOR ADODON DETAILS © CORE THROUGH EA7SITNG S7ORTN DRAIN STRUCTURE AND MAKE NEW PIPE CONNECDON 0 d 7j SANCUTLINE ® t10 LF 8' PVC (SDR 35 -MIN) 0 lX MIN SLOPE FOR fUTURE STORM DRAIN CONNECDON N° ^N N 0 0 No, 44173 ° Z Z z J VG PLAN FOR SANDYPO/NT HOMEOWNER'SASSOCIAT /ON 06 -30 -17 PAVEMENT REPLACEMENT 12424.0 Ci cm FOf- w CA��F� z Q ti CITYOFENCINITAS-ENGINEERING SERVICES DEPARTMENT DRAWING N0, z s VG PLAN FOR SANDYPO/NT HOMEOWNER'SASSOCIAT /ON PAVEMENT REPLACEMENT 12424.0 z APN. 261 - 254 ®46 SHEET30F6 F / 'I 0711 7 t f r 24' 11 72 24' LL L LL I L r L L L __E LL _LLLL LLU I LLLL LLL L�j7L�,,LLL�L LLL L LLLLLLL' LLLL ' LLLLL LLL LLL L LLLW LLLL tLLLLI LLL2C -LLLL LLL,;' LLLLLLLLL _LLLL LL v -- 3.:tLLLLYILI -LLLL L �' LLLLL L Li -LLLL-1 LLLL L t 11 _LLLL- LLL L' ` _LLLJ L _t 1 LLy_, _L 1 LLt L LLL L #" _L LLLL IL LL LLLL _ LLLLLLL ft 1. 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JJJJ{{11 JJJ JJJJ JJJJJ JJJ -' J J JJ�� JJJJJJ JJJ � -3, J 6 JJJ � J 27' � t JJJ ; �` U,' vJ_j V Jr� N N N All �fl o 1 0 DETAIL 9 IJ 4' I � , I� f �^ t I _LLLL LL LLLL '_LL LLLLL 'LLLLL-LLLL 3 LLL LL _L LL LLLLL LLLL LLLL LLL LL LL LL ALL 8 LI . �+ LL L L L t LLLLL 1 LLL LL L L-J,,- ' LLLL R 11 \' DETAIL 8 1 < << /). < < << <<<<C < <'< < < V/I" X X < 3 < < < < < << / �� < <<< < << << <c <<�< , , << < < <'5 1 << <<<< < < <o- \� << 8< < << < << << ' :<<<<< << <<<�<< � C <xX < < < <i< < < << << << GG f'1 0 <� <�<� <� < <� <� <�` <<< < lzl�b < < <<< <� < <` `�<<< < << I I'..�2 Dl TI < <'' < <<< << < < < < < < << X x< < ,l _�< < < < < Nz� <19.5 27 ;. <-_ l< < < 3s o' < � << N N v k 15.5 i <� < < < <<< <i 21 19.5' 011- --� � �� 155' lqC DETAIL 10 AND 11 LOT E �4, 31 ' _ G P R _ 1I ti IE NEW 22.2 20 Ip.,. 4 IE 218.88 END CAP"-' 3.5' /2 NN 1 APN: \ 261rt 25 \4 ` 46 a Y � S , DETAIL 12 DE CN Y DRAWN BY- NECI(ED BY CHANGE NO. DESCRIP77ON APPROVED DATE BENCHMARK SCALE SPECLALDISTRICTAPPROVAL M& Vt5 ENGI EERINGDEPARTMENTAPPROVALS S Ian 3-TA PLANS PREPARED UNDER SUPERWSION RECOMM D• .�� APPR D.• 3.10 • z0 DATE ; S rs R� . N/A NIA � - R.C.E. NO.: 44173 M NN /M WNCENT L SAM EXP, 6/30/17 PUBLIC NDRKS DIRECTOR ENGINEER OF WORK DAIS DATE LEGEND CONCRETE INTERLOCKING PAVERS EX7SRNG SEVER PIPE EXISBNG WATER LINE SURVEY MONUMENT STANDARD SYMBOL BELGARD PAVERS PER STRUCTURAL SEC17ON LLLLLL DETAIL G; SHEET 2 OR APPROVED EQUAL V THE LATEST EDITION OF SPECFlCARONS FOR VIERLOCKING CONCRETE 2 ALL ON -SIZE STORM DRAIN, DRAINAGE SWALES AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OMER. 3 SEE SHEET 5 & 6 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES 4. UNLESS NOTED OTHERiNSE, ALL ROADWAYS SHALL BE A MINIMUM 16' IN MOTH DURING CONSTRUCRON AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VEHICLES, IN ACCORDANCE NTH THE UNIFORM FIRE CODE AND CITY OF ENCINITAS FIRE DEPARTMENT 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE THE PROECT SITE FOR EXISBNG UTILITIES TO DEffRM/NE THEIR EXACT LOCARON AND ELEVABON BEFORE THE START OF CONSTRUCRON THE UTILITIES 9100 ARE BASED ON RECORD FLANS AND MAY OR MAY NOT BE ACCURATE OR COMPLETE 6. PROECT SOIL ENGINEER SHALL BE RETAINED TO PERFORM FIELD OBSERVATIONS AND SOIL TES77NC THROUCIOUT THE GRADING OPERATION AND CONSTRUCRON OF NEW WOVEMENIS A FINAL REPORT SUMMARIZING THE OBSERVATIONS AND SOIL TESTING SHALL BE PROWDED 70 THE 009 AND THE CITY OF ENCINITAS UPON REQUEST AND IN CONFORMANCE NTH THE REQUIREMENTS OF THE LOCAL JURISDICTION 7. CONCRETE INIERLOCONO PAVEMENT SHALL NOT BE LETS THAN 2- BE SAND OVER 9- AGGREGATE BASE CAL TRANS CLASS 2 OVER 6 -8' MN COMPACTED SUBGRADE SOIL TO A MMIMUM OF 9OX MODIFIED PROCTOR DENSITY, ASIM D -1557. REFER TO SOILS REPORT FOR ADDITIONAL RECOMMfNDABONS & BOUNDARY AND RIGHT OF WAY INFORMATION CALCULATED PER RECORD OF SURVEY 9816. 9. ALL NEW PAVERS SHALL BE CONSIRUCIED AT THE SAME ELEVATIONS AS THE EXISBNG PAVERS PAVERS SHALL MEET APPARATUS LOADS OF 75,000 IBS 10. CONTRACTOR SHALL VERIY THE WATER DRAIN HAS A MINIMUM 1.0 X SLOPE KEY NOTES DEMAM PRl UT IN— RACE 10 DEMOLISH EXISBNG PAVERS ,S- DETIDLISAt 11C. PRVEr1Ev t CON5f ¢OGT ctoceOE v_'111tKEN'( (3 PROTECT CURB & GUTTER IN -PLACE ® PROTECT SOLE BOX /CABINET IN -PLACE Q PROTECT GATE IN -PLACE ® PROTECT SEVER MANHOLE IN- PLACE. ADJJST RIM TO FINISH GRADE O PROTECT WATER VALE IN -PLACE ADJJST RIM 70 FINISH GRADE ® PROTECT 8' WATER MAIN IN PLACE ® PROTECT IRRIGATION BOX IN - PLACE ® PROTECT FIRE HYDRANT IN -PLACE ® PROTECT AC PAVEMENT IN -PLACE © PROTECT LEAD AND DISC IN -PLACE ® PR07ECT WATER METER IN -PLACE 1® PROTECT CONCRETE SIDEWALK IN -PLACE ® PR07ECT CA TV RISER IN -PLACE Q PROTECT 6" CURB IN PLACE Q PR07ECT PLANTER IN -PLACE PROTECT CONCRETE RIBBON CUTTER IN -PLACE Q PROTECT RETAINING WALL IN -PLACE 2� PROTECT 8" SEVER PIPE IN -PLACE ©l PROTECT 18124" CMP STORM DRAIN PIPE IN- PLACE 2® PROTECT 24" RCP STORM DRAIN PIPE IN -PLACE Q PR07ECT 30" RC' STORM DRAIN PIPE ® PROTECT CURB INLET IN PLACE © PR07ECT DRAINAGE STRUCTURE IN -PLACE ® PROTECT CLEANOUT STRUCTURE IN -PLACE KEY N01B (COT). NEW A ROVE,OTS ONS)RUC70 Q BELGARD PAVERS PER DETAIL G; SHEET 2 OR APPROVED EQUAL NEW PAVERS TO MATCH EXISBNG GRADES 2❑ 15 IF 8" PVC (SOR -35 MN) 0 lX MIN. SLOPE ® 10" WDE X 8" DEEP DUT TROUGH (OR SIMILAR 10Z MIN) PER DETAIL B' SHEET 2 ® 118 IF 8" PVC (SOR 35 -MIN) 01X MIN SLOPE 5® M M&Y "F4 BY CONTECH PER DETAIL 'A" SHEET 2 SYSTEM DESIGN BY TORY R. WALKER ENGINEERING FOR ADDITION DETAILS © CORE THROUGH EXISBNG STORM DRAIN STRUCTURE AND MAKE NEW PIPE CONNECTION ❑ SAKUT LINE ® 110 IF 8- PVC (SDR .T5 -MN) M /X MIN ,SLOPE FOR FUTURE S70RM DRAIN CONNECBON 'o No. 44173 ° z w' 0�_ 06 -30 -17 Ivi �9TFOF Z Fr C z Q CITYOFENCINITAS -ENGINEERING SERWCES DEPARTMENT DRAWING NO. z Nc FKAN W. SANDYPO /NT HOMEOWNER'S ASSOCIATION ° 8 PAVEMENT REPLACEMENT 12424 - -G U)I APN.• 261- 254 -46 -'4-7 SHEET40F6 11 1 111 11 \ R 11 1 I TEMPORARY CRAVELBAC INLET PROTECAON PER DETAIL E' & CASQA DETAIL SE tO A 19- - TEMPORARY VELOCITY CHECK DAM PER DETAIL b' & CASQA DETAIL SE -4 \ \ TEMPORARY VELOCITY CHECK DAM PER DETAIL b' `, - -�H & CASQA DETAIL SE -4 VIEW CT DETAIL I 25' MAX ( TYP) IEMPORARY VELOCITY CHECK DAM PER DETAIL b' & CASQA DETAIL SE -4 IX r lJ ,� I a `b TEMPORARY l£LOCYTY a 25' MAX ( TYP) CHECK DASQAE EDAI DETAIL S� f j DETAIL 4 CA °V x: , TEMPORARY VELOCITY / 1v TEMPORARY VELOCITY CHEC�AMAE E�ILA4 CHECK DAM b& CASQA DETAIL & CASQA r ,s ,s Qj " TEMPORARY VELOCITY CHECK DAM PER DETAIL b' & CASQA DETAIL SE -41 TEMPORARY EY LOCITY x a '_ CHECK DAM PER DETAIL D' / i & CASQA DETAIL SE -4 . L r pt y DETAIL 2 IEMPORARY VELOCITY CHECK DAM PER DETAIL B' & CASQA DETAIL SE -4 IEMPORARY VELOCITY / f CADEAI S D & CASQA E-4 25' MAX ( TYP) NO. ( DESCRIPTION I APPROVED I DATE BENCHMARK SCALE —InC - A rlarf e— nw I In.][ N/A ( N/A DETAIL 5 SPECIAL DISTRICTAPPROVAL i TEMPORARY VELOCITY CHECK DAMPER DETAIL / l L�P�c1, o� i i 25' MAX (TYP) j �1 TEMPORARY VELOCITY 8 f CHECK DAM PER DETAIL Y ! a & CASQA DETAIL SE -4 / \ f / TEMPORARY VELOCITY y\ CHECK DAM PER DETAIL D' / & CASQA DETAIL SE -4 %y 25' MAX ( TYP) \ PLANS PREPARED UNDER SUPERVISION OF NNCENT L SAMPO ENGINEER OF NDRK DETAIL 6 2 BAGS hVW (7)P•) �0 TYPICAL VELOCITY CHECK DAM l7'7 / I i t hl l l 4 TYPICAL INLET PROTECTION rrra/ o 7 r ar N 1 " =20' 0 10 20 40 E CHECKED Br. ENGINEERING D PARTMENT APPROVALS CITYOFENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. °z a RECO APPR D EROSYON CON)RA PLAN FOR' h SANDYPOINT HOMEOWNER SASSOC /AT /ON e DATE PAVEMENT REPLACEMENT 12424.0 o jq R.C.E. N0.: 44173 MASH M N PRUIM PUBLIC OWKS DIRECTOR ';S' Exp, 6/30/17 /.Sr 9- Z 7—/5 r<, DA 1E DATE APN.• 261-254-461 SHEET50F6 77. r l �6L TEMPORARY VELOCITY CHECK DAM PER DETAIL & CASQA DETAIL SE -4; � f 25' MAX ( TYP) NO. ( DESCRIPTION I APPROVED I DATE BENCHMARK SCALE —InC - A rlarf e— nw I In.][ N/A ( N/A DETAIL 5 SPECIAL DISTRICTAPPROVAL i TEMPORARY VELOCITY CHECK DAMPER DETAIL / l L�P�c1, o� i i 25' MAX (TYP) j �1 TEMPORARY VELOCITY 8 f CHECK DAM PER DETAIL Y ! a & CASQA DETAIL SE -4 / \ f / TEMPORARY VELOCITY y\ CHECK DAM PER DETAIL D' / & CASQA DETAIL SE -4 %y 25' MAX ( TYP) \ PLANS PREPARED UNDER SUPERVISION OF NNCENT L SAMPO ENGINEER OF NDRK DETAIL 6 2 BAGS hVW (7)P•) �0 TYPICAL VELOCITY CHECK DAM l7'7 / I i t hl l l 4 TYPICAL INLET PROTECTION rrra/ o 7 r ar N 1 " =20' 0 10 20 40 E CHECKED Br. ENGINEERING D PARTMENT APPROVALS CITYOFENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. °z a RECO APPR D EROSYON CON)RA PLAN FOR' h SANDYPOINT HOMEOWNER SASSOC /AT /ON e DATE PAVEMENT REPLACEMENT 12424.0 o jq R.C.E. N0.: 44173 MASH M N PRUIM PUBLIC OWKS DIRECTOR ';S' Exp, 6/30/17 /.Sr 9- Z 7—/5 DA 1E DATE APN.• 261-254-461 SHEET50F6 77. �2 oA`F f �r TEMPORARY VELOCITY CHECK DAM PER DETAIL b' & CASQA DETAIL SE -4 I ,; ! �] fCA L V i7lJuR 3 - TEMPORARY VELOCITY tai � 1EMPORARY VELOCITY CHECK DAM PER DETAIL D' � - -? CHECK DAM PER DETAIL D' & casQA DETAIL SE-4 WALES DR(PRIVAIL) �'A DETAIL 4 TEMPORARY VELOCITY �' CHECK DAM A DETAILASE� V i/ 1 fl imp DETAIL 7 125' MAX I TYP) Q� TEMPORARY VELOCITY CHECK DASQAE fDAILASf 4 r lz TEMPORARY VELOCITY CHECK ASQA DAM DETAIL D' DETAIL 9 DESCRIPTION 25' MAX ( TYP) i EMPORARY VELOCITY CHECK DAM PER DETAIL D' i rte° 25' MAX ( TYP) & CASQA DETAIL SE -4 I s N85,49, 31 °W 86. 00' + ,, I �Y 85.00 N76.13 29`E TEMPORARY VELOCITY SE-4 D & CASQA DETAI 9� DETAIL 8 TEMPORARY VELOCITY CHECK DAM PER DETAIL D' & CASQA DETAIL SE 4'�' - Z\ l TEMP ARY VELOCITY &HCASQA DAM PER R DETAIL D \ i \ 25' MAX ( TYP) J S 25' MAX ( TYP) TEMPORARY VELOCITY CHECK DAM PER DETAIL b' & CASQA DETAIL SE-4� DATE I BENCHMARK I SCALE NIA I NIA DETAIL 10 AND 11 SPECIAL DISTRICTAPPROVAL PLANS PREPARED UNDER SUPERNSION OF VNCENT L SAMPO ENGINEFR OF NV7RK DATE : g 2 1 S R.C.E. NO.: 44173 EXP. 6/30/17 14' WE (AK) *F 4VW FOR ARMPAGE 0iE1B or 2 BAGS MGN (M..) NEW AFMWRY TYPICAL VELOCITY CHECK DAM I797 I / 7 / M/ 1. I 1A TYPICAL INLET PROTECTION • r' rr r r•, r NO FARM OM N2 &GS STAOGM (M..) 7 r , c, 7 / �01111GJF F0,111,41 ", i / r d l r NUlfN FASOC MAHMO w L SET POSTS AND EXCAVATE A 4BY4IN(10BY10QM) TRENCH IMSLOPE FROM AND ALONG 7HE LNVE OIL POSTS TEMPORARY GRAVLLRAG INLET PROIECRON PER DETAIL 'C'& R' oo LOL E y CASOA DETAIL SE -10 4'LQ66 gi'09'15' f '4 s i i I •, (� t �1 / I TEMPORARY SL LT FENCE l i' PER DETAIL D' & CASQA DETAIL SE -i �—� INLET PROTEC17ON PER DETAIL 'C' & CASQA FIN: 61= 254— 46; �� { DETAIL SE 10 DATE ENGINEERING eDe,E TAIL 12 JNAL[ r 1• - 10' 3 ATTACH THE FILTER FARING TO HE NAPE FENCE AND EXTEND IT MID 7HE TRECH. 2 SVIE 7Af f FENONG NO 7O SCALE f� f7lp�' m'' U, NOM it NOTE At IBM ME SET FBff MTNUCTTON YAY BE 1lSED N• WT AFPRONM BY TIE BYGIIEBP OF MW AAD TIE /VSP lw TYPICAL SILT FENCE s/ N 1 " =20' 0 10 20 40 APPROVALS CITYOFENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. APPRO D' EROSION CONIRIK PLAN FOR.' SANDYPOINT HOMEOWNER'SASSOCIAT /ON b PA CEMENT REPLACEMENT 12424 -G PUBUC AORKS DIRECTOR a - L7 -/S DATE APN.• 261 - 254 -46 SHEET6OF6 4 IN (10 QM) w R �► rry �•,r. ., a n r 7 / 1' 17 I l5 r F WA w w z z o 2 w$ o ° CL a �n