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2019-14523 SG (Plans)R/GHTOFWAYNOTE OVER IS TO OBTAIN A CONSTRUCRON 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 OVER TO KNOW WHERE HIS/HER PROPERTY LINE IS 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. UT/L/TYNOTE ALL URLIRES SERVING THIS SI7E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE W1TH THESE PLANS, THE STANDARD SPECIRCARONS FOR PUBLIC WORKS CON57RUCRON, THE DESIGN CONSTRUCRON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS 7HEREFROM SHALL BE APPROVED BY THE CITY ENGNEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT RILED 'REPORT ON GEOTECHNICAL INVESTIGARONS PROPOSED RESIDENRAL ADDITIONS AND REMODEL" DATED MARCH 8 2019 AND "SUPPLEMENTAL GEOTECHNICAL REPORT FOR PROPOSED RETAINING WALLS" DATED APRIL 8 2019 PREPARED BY NOVA IRRYC SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ADCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED iN SAID REPORT PREPARED BY ENGINEERING DESIGN GROUP. 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONS7RUCRON WITHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WNH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIF 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 EXISRNG PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH iS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, DESIGN, AND FEDERAL SAFETY AND )HEALTH STANDARDS LAWS AND REGULATIONS COND CT0 BETWEEN EQUIPMENT OPERA OF 5 30 P P.M. I AND 7 OAA M. (N01 ON A7U DAYS UND RY5 FOR HUMAN Y COGNIZE NHOLIDAYS NOT BE 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONS7RUCRON MEETING HAS BEEN HELD ONSI7E WiTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCRON MEETING SHALL BE SCHEDULED W1TH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONS7RUCRON 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 YWTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA RON. 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 CERAFTCARON" SHALL BE PROVIDED STATING -THE GRADING UNDER PERMIT N0. 13911 -G HAS BEEN PERFORMED IN SUBSTANTIAL 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 OP£RARON. 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 UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED 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 SI7E AND SHAII TAKF RFAIFDIAI MFASURF TO PREVENT EROSION OF FRESHLY GRADED AREAS UNRL SUCH TIME AS PERMANENT DRAINAGE AND 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FFLL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIRCARON. 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 CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN SIRICT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND ]RIMMED 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 WASTE 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. 16. ALL 7REES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SI7E BY THE CON7RACTOR SO AS TO LEAVE THE AREAS THAT HALE BEEN CLEARED NTH A 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 REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSIS7ENT WiTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. 7REES 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 A§IRUCRON UNLESS SPECIFICALLY APPROVED OTHERWISE: NO GRADING, EXCAVATION, OR DISiURBANCE OF CITY TREE ROOT SYSiEMS SHALL OCCUR WITHIN THE CITY ]TEE DRIP LINE AREA (]HE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND1 IF A CITY ]TEE IS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARtE IN CONFLICT WITH A CITY ]TEE, IT MUST NOT BE DISiJWffb UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACRVITY THE PROJECT CONTRACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND- DISTURBING ACRO77ES IN THE AREA OF DISCOVERY TO ALLOW EVALUARON OF THE SIGNIFIeANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN OR PALEOTOLOGIST IN CONSULTARON NTH THE DEVELOPMEN DREC R USONN V LATIOLD AECESAYNATAMESEC� ERSAD O MT CURWIH Mf EUNPROCEDURES AN NY SRDRCOERYRVIESF BEFORE GRADING AC77ViRES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5 IF HUMAN REMAINS ARE FOUND ON THE PROJECT S17E DURING CONSTRUCTION ACIRViTY, THE PERSON RESPONSIBLE FOR THE EXCAVA 0k OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DIS71IRBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED CORONER HASTMADF �E NECESSARY R DINGS AS ORORIGIN ANDADUOS1n7NNP R UANT OAPUBIC knd SHALL ODE 5097.98. ITHE SUCH A DISCOVERY OCCURS, A TEMPORARY CONS7RUCRON EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN w MNWDINT�G SF NE I E REM NS E UBJECTHSR H P AUTHORITY. IF 7HE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINARON �AAS))TO THE MOST LIKELY DESCENDENT. IF PROXMITY AMERICAN THEEWEREIFOUND, AND THE REMAINS OF THE REMAINS SHALLYONL�Y OC'1N0 ON SITE IN THE RES�f OF THE N0. I DESCRIPTION I APPROVED I DATE EROSION CONTROL STORMWA TER POLLUTION CONTROL BMP NOTES RELAT /VETOCONSTRUCT /ONACTIVITIES L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OLIVER KOLPIN AT (760) 420 -3441, 24 HOURS A DAY. CONCRETE WASHOUT 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL RMES DURING THE RAINY SEASON (OCTOBER i TO CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY MORTAR, STUCCO, PLASTER AND CONSTRUC77ON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN iS IMMINENT THE LIKE INTO THE STORMWAMR CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A Si67V DESIGNATING THE DAYEIGHT LINE WASHOUT LOCATION. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WNHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. - - 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SARSFACRON OF THE CITY ENGINEER AFTER CONSTRUCTION SITEACCESS EACH RUN -OFF PRODUCING RAINFALL 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 CORRUGAiED STEEL PANELS/PLATES 5. 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. CONSTRUCTION VEHICLES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNAIED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE ARE UNSAFE OR ARE POiEN77ALLY UNSAFE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. EROSION CONTROL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PR07EC1ED AGAINST CMU RETAINING WALL EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND 9. ALL REMOVABLE PROiEC17W DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN BONDED FIBER MATRIX. PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWA TER POLLUTION CONTROL POSTCONSTRUCTIONBMP /IMP NOTES NO EXCAVATION AND GRADING ACRIVIRES ARE ALLOWED DURING WET WEATHER. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSiRUCNON SiTE. CONTRACTOR SHALL PR07ECT DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECRON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED NIHOUT A PERMIT 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 7REES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE FROM THE CITY. EROSION J. ALL IMPERVIOUS AREAS MTHIN THE SI7E SHALL DRAIN TO APPROVED BMPIIMP 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 TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSNUCRON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL BMPIIMP FACILITY AND /OR THE 7URF/LANDSCAPED AREAS PURPOSES EROSION SHALL BE PREVENTED BY PLAN17NO FAST- GROW1NG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN SOIL. DISCHARGES TO AN ADEQUATE IMPNBMP. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPAMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPABMP. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. ON- SITECONSTRUCT /ONMATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR PRODUCTS WHERE THEY WiLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, 8. ALL EXISRNG AND PROPOSED 7RASH ENCLOSURES SHALL BE FITTED TO COMPLY WiTH STORM WATER BEST MANAGEMENT PRACTICE PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES 91ALL BE LOCATED AWAY FROM CONCENTRATED REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO STORMWAiER STORMWA7ER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZARON ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL RMES OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE 7RASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPS7ER IN AND OUT. THE TRAINING 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 FILLER AND DISCHARGED INTO THE PUBLIC SANITARY CON7RACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE iRAINED TO BE FAMIUAR NTH THE CITY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS OF ENCINITAS SIDI TER POLLUTION CONIROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. STRUCTURE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWA IER REQUIREMENTS AND THEIR OL/ VENHA /NMUNICIPALWA TER D/STR/CTNOTES: OW RESPONSIBILITIES i. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST WASTEMANAGEMENT RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD 5PECIRCAPONS AND DRAWINGS FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCRON MATERIALS DUMPING OF CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DAiE ON UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS S7RICYY THESE PLANS CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SI7E AT ALL RMES PROHIBITED. 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO SHALL BE DISCHARGED INTO SHALL PLACED AROUND ALL DUMPS7ERS NO SEEPAGE FROM ANY DUMRM BE ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCRON MEETING WiTH THE DISTRICT'S INSPECTOR. CHECKED FREQUENTLY L UM TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED fREQUENIlY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED R 3 UNLESS OTHERWISE NOiED, CONNECRONS TO EXISRNG MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF AT ALL RMES DUMPS7ERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WiTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN EXISRNG MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NORFILD TWO WEEKS MINIMUM IN ADVANCE OF ANY ORDER TO AVOID RAIN CONTACT WiTH ANY IRASH MATERIAL. SHUTDOWN. FLUIDS B - SED PAINTS VEHICLE f1 TOKEN ASPHALT AND CONCRETE WOOD G SOLVENTS WATER BA VE CRON MATERIALS INCLUDING MANY CONS7RUCRON 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMLNi5 FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS NO 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 H07LINE TOLL FREE SHUTDOWN S WILL BE SCHEDULED ON A MONDAY OR FRIDAY. AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSIFRS CALL EDCO AT (760) 436 -4151. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LE77ER OR TRENCHING PERMIT, F REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSNUCRON. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 6. NO WORK MAY BECIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENILY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY DEPARTMENT 48CH000URSS PRIOR THE WORK TO�ARRANGE IINyS�PE/C77OONN OOF�UTT HpE PER�OJECT.� CONTAINMENT AND LOCA7E PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. TFOR �LTLO ABEGINNING �OpFU� N /�/L/�ES L Ei7FORMED /NC �ERIOR TO �ONSIRUffl7AiHTIS CALL TWILL BEyDMADE AT LEAST 48 HOURSIN ADVANCE PRIOR iO DANY WORK ARM ALL CONSiRUCRON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK RIGHT-OF WAY. (DIG ALERT PHONE: 800 -227-2600) AND CLEAN UP MATERIAL iHAT MAY HAVE 7RAWLED AWAY FROM CONSiRUCRON SITE 8. ALL EXISTNG FACIURES WHICCH MAY AFFECT PROJECT CONSTRUC7TON I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED MALLp�BE VERIFIED BEFO�RgETAANY CONSiRUCROI BEGINS FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING CONN77FE�CNONS FIELD DEPAR7MENT CITY OF ENCINITAS AT (760) 633 -2770. pp AND AITER ONPER C DD ST WAAf U ALS L A1El) NPPUBLIC�R�HTUR OWA]yUiY WARNING AND DENIIFICA ON NOTIFICATIONS ABOVE ALLRPUBL y�TAPE 10NAND ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENIERUNE OF �SHE� i THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOW ON iHESE PLANS WERE OBTAINED BY A TGRADES DE SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOKEDGE THERE ARE NO EXISRNG URLIRES EXCEPT AS SHOWN ON THESE i1. ALL D fLECRONS_( ORIZONTAL AND VERTICA) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (E2' PER IDl. NO BENDING (CURVING OF PIPE SHALL BE PERMITTED. PLANS HOWEVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISRNG URLIRES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID {{yy�� S PRIOR TO ANY EXCAVATION, FOR WRIFlCARON AND LOCATION OF UNUNES AND NORFICARON OF pp� 12 MA�UAL AIR RELEASES SHALL B NSTALLED {�T ALL HlG7 POlMNI5 BLOW -OFFS T AL AND CURB UN/�I SS pTFIER SEMAI PROVED BY MANUAL Al, DLLAORA B SSEDW COMMENCEMENT OFU�� DS RlCT'gPL RE FlRf HYUSANiDS MAY B ININL/KY A SE OR BLOW- LOCAiZ��AT OR NEAR A. SEWERS - ENCINITAS SANITATION DISTRICT - 760 - 633 -2700 ) HIGH OR LW POINTS AS APPROVED lY THE DISTRICT S REPRESENTATIVE B. GAS &ELECTRIC - SDGE - (760) 438 -6200 13. INSTV A MINIMUM 1 -INCH WA TER SERVICE TO EACH LOT METER TO BE LOCH 7ED 5 -FEET FROM A SIDE LOT LINE A 314 -INCH HIGH C. WA iER - OMWD -(760) 753 -6466 LETTER SMALL BE CHISELED IN TOP OF EXISRNG CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. D. TELEPHONE - SBC BELL - (760) 489 -3411 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WTHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2233 15. ALL WATER SERVICES FOR IRRIGATION, MUL77PLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK DN THIS PROJECT. APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. PHONE • (760) 633 -2770 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES J. THE CONTRACTOR SHALL GIVE 24 HOURS NONCE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WiLL BE SUBJECT TO REJECRON AND REMOVAL. 17 LINE VALVES, WHERE REQUIRED AT STREET INiERSECRONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. IMPERVIOUSAREA SUMMARY 18. FIRE HiDRANTS AS APPROVED BY THE APPROPRIATE FIRE DIS7RICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT IMPERVIOUS AREA PRIOR TO CONSTRUCTION 9,084 SF IMPERVIOUS AREA AFTER CONSTRUCRON' 10,392 SF ��yy CHANGES yy�� A CE OF THE CHAGEALI BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CDNSURUCP AND IMPERVIOUS AREA NEW/REMOVE AND REPLACE 2,710 SF 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE STORM WATER STATEMENT CLASS PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. THE BIORETENTION BASINS HAVE BEEN SIZED USING THE SIZING FACTOR OF 4% OF THE INCREASED IMPERVIOUS AREA. EO�F PRI RIF T nE AND CIA7E REO��SRBE DY5 FTED IN SCB �IERI WITH SECTION OSTIRESU IS ALL CONED M OPiHE�CR RA 2710 SF 0.04 106 SF REQUIRED. 120 SF PROVIDED. SSPPECIRED IN THAT C5PECIRCAPON. E S p � ��q R C9ONSTR CRON RERSI RC�A�P�OI�MOA�T7H�EEL/ ��AµAgO�NUAfNpDREIEpVEAPOOpNTpO�FPINPEESA )NyD�P�ARPPPUR RNA]}/ �ECE�SA7�Ep�PL�A�N�S��MUgS�T�EPROViD7EH�POSTp�CT PUBLIC WORKS 7;lJTRAAW ?A LCRFPAIRABRNI7EPLACE V 14 ALLA SUCH WYIRK TOG�IHER W1THFTNY OTHER WORK WHICHTMAY_L�EBISPLACPFg? 50 - 24 ALL IRRIGATION METERS SHALL BE SERVED NTH RECYCLED WATER UNLESS PRE000SLY APPROVED IN WRITING BY THE DISTRICT t• t.•Zo 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WiTH OMWD STANDARD SPECIFICATIONS SI DATE BENCHMARK ASBUILTAPPROVALS DESIGN BY. DRA BY CHECKED BY 2.5' DISK IN THE NORTHEAST CORNER OF VAULT IN INT. DA IF PLANS PREPARED UNDER SUPERVISION OF THE SOUTHWEST QUADRANT OF LONE JACK ROAD. PUBLIC WORKS �D AND DOUBLE LL RANCH RD. IN SAN MARCO PLANNING DATE NA ELEVA DATU REVIEWER -' R.C. N0.: 44173 M.• TIO 20 N.• 316' E. VINCENT L SAMPO DA 7E INSPECTOR ENGINEER OF WORK EXP. 03-0al OWNER OLIVER AND AMBERS KOLPiN 3187 LONE JACK ROAD ENCINITAS, CA 92024 SITEADDRESS 3187 LONE JACK ROAD ENCINITAS, CA 92024 ASSESSOR'S PARCEL NO. 264 -270-11 DATEOFSURVEY AUGUST 9, 2018 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP NO. 1918 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 20, 1973. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77CITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE iHEREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CON57RUCYON COVERED IN THE PERMIT OR CONNECTED DlREC11Y OR INDIREC Y TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PU�L[C ¢; MENTS SIGNATURE.• OLIVER KOLPIN DA IF: LEGEND SYMBOL PROPERTY BOUNDARY - - - PROPERTY LINE/RIGHT OF WAY SET BACK LINE - EASEMENT LINE - - - - - - DAYEIGHT LINE -� --�- EXiSRNG CONTOUR - - EXISRNG fLEVARON 2. 3 NEW CONTOUR,L 8330 NEW ELEVATION DRAINAGE SWALE J DIRECTION OF FLOW CONCRETE PAVEMENT BIO- RETENTION BASIN PRIVATE CATCH BASIN, STORM DRAIN CMU RETAINING WALL SIGNATURE. DAiE• Z 2� AM Ir A#6LP?N STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CON7RDLS SUCH PERFORMANCE. THE ENC1VEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENRTY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINARON 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 DE57ON 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 SCOPES OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. INEE SIGNATURE.• �-+ �V-1- DATE.• I ZD QROFESS /pvq O l VINCENT L SAMPO COMPANY. SAMPO ENGINEERING, INC. w No. 44173 m ADDRESS: 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 z PHONE NUMBER: (760) 436 -0660 A~ 06 -30 -91 �c RCE EXPIRES: 6130119 P�q7 CIV1\- ��\P F OF CA Fo SOILS ENGINEER S CERTIFICATE 1, JESSE D. BEARFIELD, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SIZE WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 8, 2019 AND APRIL 8, 2019. ONE COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE RECOMMENDATIONS INCLUDED /N SOIL P T F ROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS SIGNED: o EI kk D. BEAR, ELD P1.4 84335 „_ _ PROJECT W. 3019004 - NOVA SERVICES C 8x335 24632 SAN JUAN ATE SUITE 100. DANA POINT, CA 92629 (949) 388 -7710 iP�yj� civi a�P EARTHWORKDATA / Zo2u EARTHWORK, CUT AND FILL, WHHICH IS OVER 50 CUBIC YARDS, REQII ES ADDITIONAL ENGINEERING GRADING PERMIT. MAXIMUM VERTICAL DEPTH OF CUT = 1 FEET MAXIMUM VERTICAL DEPTH OF FILL = 4 FEET CUT = 35 CY FILL = 47 CY IMPORT= 12 CY REMEDIAL= 32 CY (1' REMOVAL AND RECOMPACRON UNDER, AND 2' OUTSIDE OF ADDITION BUILDING) BMPPROJECTSTATUS STANDARD PLANNING DIVISION I PARKSANDRECREATION I OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM APPROVAL 4, 1117/z0 - Imofto .� 1 1s zo N DALE SIGN DATE siv DATE ENGINEERING DIVISION APPROVALS CITY OFENCI NITAS- DEVELOPMENTSER VICES DEPARTMENT RECD DED: t�0 APPRO SIMPLIFIED GRADING PLAN FOR. 318ILONEJACKROAD ��� KOLPIN RESIDENCE S7E AK EDWARD J. N11 APN, 264-270-11 DATE t al - � DA IF _ 20 N/A ENCINITAS FIRE DEPARTMENT #14"bV,3e 11101202.0 SIGN DATE DRAWING NO. 14523 -SG SHEET IOF3 141 V oU = in Z K w M 1 9 QZ iv- z W 240 AIR CWASS �\. ANCHW/ TT \ I W F NDD MT MRE4LWE EXCE EDS 5R L PLACE 3 ARNM PFR SWARE YA97 OF MAIMAL 2 FLIP GRASS OR Rte' OPWA INSTALL LAA" III 450 IBS ROM WC" MAT. VEGETATED DRAINAGE SWALE A NIS laa• "II aI 11 I .y r ! I I I r l I I '• Tar PIC SI M DRAW SLOPE M 19 AWE! r �� II I 11 11 II II II fII, �1I1I Y IL1I1I {31IP1 I r)I�I,.Q� 1 �� \ -'�S I • an! a •n IR v\ PW DRAW q I MOW PFE y• � 1 ==1\L 1m • f SLOPE OFJ14*ORU20ROCK = 87M 169.00 nI. 11 l. OR4 "810-FIL TRA ON DETAIL i I O I G700 I, LB ` : I I I I `I: 1 11 I II a a l 60 l 20 -Ml &WOST OR HAVM MCM AW X-Jar I' II X 9760W AWA I. � u d° �W �z O F la• •H`l C I �NI 1 I '. !,. L. ►._ .. ■' l 11 -!i ce• •1 =11 _/ •1• r• 1I ! u. ■ 111111 =11' I�� I I I I �1 4'OA PERFURATF0 SU87BAN PPEW /RAW SLOPE CMU RETAINING WALL DETAIL n . WALE 1= �/ aMAfGE NO. 20 10 0 20 40 SCALE: 1" = 20' I 4, 11111, DVANG NIEWAOE O1ER 7O OEOCAX AEA PWTr FCIRROADAAYPWM, 07AN7E0 T WE CRwTY CH SUN DEW BY DEED FELOM LOC AO 7J -090919 DAIS 41IOI7J OF Ofi 11 TROT XYRa40AABUR/nEASEAExTPER PARCEL I RED RECORDED AM 14 2017 AS DCC iI AYE X7- 016 6 46 9 OF ffi YM iECINDS I �- +Td71LZ M, 25' 10.9( N I E AUNWT OM& O' VAOTW RE SWINWSTWAIRANTCFLOVE JACK ROAD. AIMI RYBME U RANCH N SAN MARC7S DARV NAWW ELEVARW 20E16' I,6, AS- BUILTAPPROVALS �t` I FARCEL 3 DATE: *140- R.GE NO : 44177 E)Y. 6770711 I 4 WE EXISTING TOOMPIY SAM HEREON PREPARED BY SUWO aWfflRWG W 8119/16 2TE PROPERTY LWF BEM'nlgpGpS�OAAV DISTNI YS SNOWY HEREIN CALL uHv PD? W NHIL �N� MST ff&4UAR & 75 HAHA 4£ BFFN a0� 11EAfp! (lNUVL' RE ) AN n£ REPGIf" A AN0 SAID FASN QAN EASETWNT f9( TWO. U�AND AYO'DENIAL PORPo.SES 64 ME 00CUMOT RECORDED AN AL4T 29, 1972 AS 7NS T NO 746350 0.R. �AN fASMENi GRANTED R/lfSG4gLN�0k(A7 CAS ANO flfGONG COI�ANY A CO'tl'0.4AWON FOR 1 `MEN7 NO IJ N11 Of PETAL PIAIPOSE$ RECL'44DED NDVFLBrF G6 197J ` 7NCYOfNlAL PURPOSES 11�Ct 0�,pIN 26. 1.AB6aASM�ASi M X190.7 OEOR. RON ANO I�USEMENI AGRUMW7lELY1RDf0 SAW 0; 7985 ASWSNUMENI NO. 86- 176592 OF 0.R. ©AN EASEMENT WANNO RO WWWA L JAMSCW A MARRIED WOMAN FO? 1N 7� AAW INCYDENTAL PURPS RECORDED APRIL 0% 1988 AS INSWNIMENi N0. 88 -1 615 Off" O.R WE MOWNG EASEMENT HAS NO 57EC47C MOWL 47fOUH AND RIEREFL17E IS NOT POTTABLE (Aulm /�/�PPEERp�WE PRELWWARY RILE ROW �NIONER 25, i� AS PUBLIC PA 4 map0.R INpDENTAL P/RPOYS RECORDED •.a•In : m . I I• a I• a• • Ir.•d ! I i ..I- Ir to • l I II l.• •�. .. L:' I A , S ALL m R CiM1 MWtt AWAN aV AB E PROEICUD W- CC AC CITY 6. EXTERIOR CONCRETE FLATMO'A' 90" BE W WW OF 4 INCHES nIM.YfIACW/pL NOT NOMINAL . UATNOPK TO BE REWFOM NTH A WNW OF NO. 4 R7NFORONG S7TEEfELL BARS AT 18- ON (ENJ BO IN HOR yl OVh L a%ECAWS PURO Ai SIAB MID -WAIT I TO RESIST POLL NVAL SMELL FWCE3 (LE R(SOT ACROTY AND CRACKING REifR TO SOL RD20RT FOR AWH@VAL RECOMMENDA RODS T/ II 1 C� VaPENTTjjGRA BE PLACLDE G BACKTALLy; UDELALE .WAR MON ROW FROM SAT.. REfFR TO SOIL Ra Wt FOR ADOWWAL RECaMW9VVANOVS It LIMPS SHALL BE PRIVAIRY MANTANED AND THE FAOUWS NOT MODIFIED OR RENOAD N17HXT A PERMIT FROM WE WY. 9. FOR SM MASS ANN LANDASCAPE ARFAS ppgWCOO&pTTO0ICPO S AND O'SCHARGE ONTO lS� A aMlAff /O7 M RAWFF FROM RUDE PUBIC' STOW WAW SYSTEM CRASS AND LANDSCCAAPE ARFS DE96TANO FOR STORM WA1ER /OLLFnW CWNCC SHALL NOT HE AQ WRD WNOIT A PERMIT FROM THE DIY. 10. ALL DIS UINRS STOW IEIEW ARE APPROXMIATTEE CWNAC7W TO VENfY HORI TAL LOCA7IW AND E7EVAWW PPoOP 7D COVSIRUC77,VG NEIYWNROAMfNIS EOSRNG AND PRCPOSPD 0 UOITY N(EIRUCIHNI. nE PROPFRn91A11 H'WSTACLED �.LYXXdNNA1EWN 1171OB 70 11. BOTTOM OF WALL fLEYATCF5 SLOWT HEREON MAY VARY BASED W SOL ENOIKER REOMEWMAON DURING CODS AIN 12. ALL O7AOW WA LAS u1WInA847 sTARM ORAdV n7EN%TV 9OU BE AYSPECIED AND APR70V£D BY nE PROTCT 6EOE EYOURNIN W HIS APED REPRESENTAnK 13 NO COMIRAU DRAINAGE FLOWS ARE pp�TIED OAR AOOCENF PBLPERn NES WA I5 TO WAIN YDR•1 FROM FCIry 6 FOR A YMOBAI LI" 5 FELT AT 1 PERCENT AND BE CW 1O AN 14.ER057W CONTACT MEASURES (Ea BOW RAN MATRIX ARTARW COAT, J17E MATOyVC)) MUST BE Wthlp"kV MRRE APPLLSICABLE 70 PREVENT SCU BMW W SITE .SEOWMNT CWiRO MUSIWES (EG .STE YA ERB7 LS ��a T W M� A(SOW�BE FOLLLOWD 10 PLACE TO NO CaV ACT F RAWNIN NW IN 94 WASHOUT �S MCOLf m SAGE �S FO4 HAZARDOUS W RRAALL�PUCEM F OF A� SWX OVER A PRWWS SVRFACE) (pq 15 NO AND (.YNAICEDTED M8'fRNWBq'pSRySEFAEZ 5 AS � ROOF TRAIN ORIKWAY S� �S R DYNE � pRAIr AND RBRXF � M SEAR AND LAND THAT ARE DESIGNED FOR BMPS MAU BE DEMATED W PLANS AND A NOTE PLACED W PLANS PRMNIC UOIRCARW W R'MOVAL OF WE OMP UNOSC4PE AREAS WNWT A BTY PTRWT. M. NNR METER IS LOCATED OFF -9lE I7 RNIS4 POOR EUYA70 9IONW N y IS BASED W nE .S7&VEYED FINISH FLOOR n1RQW.. CWTRACTN Rl VERW'/ Ek15'IAVC fMp9F EIEYATMW AND MARE NECESSARY AOJUSTMENIS TO EXWRIW EIfVARWS E NEEDED TO MAWTAN THE NW9FS WOMV W HE GRADING PLAN. DBMOL64 moT&TTNPLACEO 7. aEMOLSII ENSWG PAYER PAIN 2 DEMWSH EA1SWG CWCREIE SIWFACE 3 DEMOI9F PORnW OF EXISDAC TIFSffiff 4. DEMOLISH EXISTING STAIRS S OWL& Mw f6a 6. RMO1S4 EXISWG WALL 7 DEW" EMSRNG TREE 8 DEW" EUS7WG AC PAO 9 V3AX I EWING AREA DRAIN 1a vaum so It PROTECT SLRV MONUMENTS W- PLACE 12 PROTECT SEAER MAAHOE AN -PLACE IJ PR07ECF COVC awNWaY W -PALE 14. PR07ECT WRIER LRE W -PUCE IS PROTECT TREE ML-PLACE X PROTECT WALL N -PACE n PROTECT FENCE N -PUCE IB P707ECT EXASWC RED 19. PROTECT SEWER LATERAL N -PLACE NEIVTMPROmmm ❑ L CCWCREE SVWACE PER CONS7RUCRW NOTE N0. 6 2 OECORAWA ALL OAR COWRE7E PER CWSMICDW NONE Na 6 J DECK ABOlf GIMLIE PER ARCWIEC75 PAN 4. PORX1 OVLRE7E PAW PER CWSMUCNON NOIE N0. 6 S CAME TRELLIS PER ARCHLECT5 PLAM 6 CMU R9AWWD WALL PER .SAR57 C -J 7. NENpI RESURFAOWG PER SINSD G-25 PPE C It DEEPENED FOOING WALL 8M MDRABVIOAliRDUALt17'O 1. 24" MODE ORAWALE SWALE PER OETAM A" 2 12" X 12" P IYA7E CATCH BASW BY NOS' W APPROAD EQUAL J PR'YATE 6" OA PVC 57M WAW PIPE (SON j5). RODE M LT AOL 4. RP-RAP ITERGY 259PATW PER SWSD -4G TTPf 2 UX F BAUM 11" DICK OWN 11" REP OG fM7ER BAAXET S PRVAIE 6" OA CA7OF BASIN BY'NOS "W APPROVED EQUAL LS 6 8-OA PIC STAND PINE WIN OMOWAMN ORAIEBYNOS W APPR09D EQUAL 7. 111 SF OO- DL IRA WN BASIN PER DETAM D" 8 6" WOE X 24" DEEP PCC HEADWNL It JkJ' CWBE ROCK O1WAIfR 10. 4" POYNA0 PVC SU6VR4W PINE AT Lf SOME AM 11. NOT UST 12 PIN VAIE 8 " OA. PLC STORM DRAW PPE (SBR -J$ SLOPE M 1$ MW OPMENT SERVICES DEPARTMENT DRAWING N0. 3187LONEJACKROAD KOLPINRESIDENCE 14523 -SG APN.' 264170 -11 SHEET10F3 I„I I 20 10 0 20 40 SCALE: 10 = 20' �JO' ROAD AND 0791TY FA2W&f PER NEED OfO APPR lL 1017 AS OCC �� - Na 1017 - 01017 -0166!69 CP CYFNIAL RfCCRDS 7EwxARr srABUab\ R716')N/C7A1M LN/RAAt7 - P&AETAE r CLAM LCLR i 7aF"Y.&T LUKE NB7DT�b' • /RF CCTM VC604 CETAI • � � SANCUT f �. -��/ �I IBI10 18374 'y'HRIC IPA :" „.✓ in 1i A' A S LI - �� 70MARY GRAN UAG ABET PROTECTXN PER LETAM r A wA QUTAR 9 u J aiFMW i FROZE &M. 5. O7A( E't 61911 OTAL ff - -10 7EMACAARYOMETBAGA.ET I G4rE PROIEC70 PER LET41 r: CA9 �.� M A`TAM SE -10 �PMRO RY GPAInBA G Pd77ECMN PER R7A1 re� z CA S1N TXTAM SE -10 \ PAIRC(L 21 \ I 1633 ` I I \ CA i Jam — C7 MATCH D9STINC L SET POSTS AND EXCAVATE A 4' NOE X 4' DEEP MENCH UPSLOPE FROM AMD ALONG WE LINE Or POSTS 14' 'I- >00 4 INCHES 2. ATTACH THE SILT FENCYNG MAIRAL TO THE POSTS AND EXMNO 2'N ow IMO THE TRENCH. POST OR APPRO0 fOUAL ill! NOTE• ALM NABN- SET fVff COMSMICnOM MAYBE USED F FIRST APPROIED BY BE EKTM OF NOW AND 71F N9YC7M 3 BACCRU AND COMPACT THE EXCAVATED SOL II II 11 -11k J —.II II Ilkllkllkllkl II.II II:III IKII- _ SEE CADFOW SRMWATER QUALITY ASSO nX (CASOA) STANDARD OK Na SE -1 FOR AAOXNAL INFGRMA11M TYPICAL SIL T FENCE D N 4- PVC PIPE FOR DRAINAff SEE CMIfO%M STERMWA0 QUALITY OFFENDING aY BELO CaYORONS ASS" ?KW (CASal) STANDARD DE NO.. SE-10 FW AMBOYAL AVOW 00N TYPICAL INLET PR07ECPON n Nis L 14' WE (MA) NdT aoaW SEE "O%AA S7WMWA7ER OUAUTY FLR ORWOF OWWOW ASSM CON (") STNOMM DNS NO 2 BAGS IM (7w) ---1 WON fE(E5xaPr I SE -4 Fm ADMNAL WOW MY FAN%C GPAIfl BAGS REO (T)P.) TYPICAL VELOCITY CHECK DAM DETAIL n NA r SET CAUFOWA STORM TLR DUAL A55O7AMN (CASOA) STANDARD Di OMEO AGC% -GA 7E iC -I FOP Aa9'7RNAL NFOPYA7K WA ER THAN Y /BIIr TYPICAL STABILIZED CONSTRUCTION ENTRANCE n V 3? CHANCE NO. DLSCRIPWN APPROIED OATS BENCHMARK A"UILTAPPROVALS "AA0°` 1 ""'�A'O'.- ENGINEERING DIVISIONAPPROVALS XrOFENCI WAS• DEVELOPMENTSERVICESDEPARTMENT DRAWING NO. 25'W N BEAURPEASTGORIER LFVALUT N NT. Olff PLATES PREPARED UNDER SUPERN90N OF RE APPROVED: 3187LONEJACKROAD 7 IESTN7HNESTQU4WANTO'LOVE,MOEBOAO. Revpm 1�1� � ` KOLPINRESIDENCE 14513•S6 AM DO.9f It RAWL M N SAN MAROIC PLM/ANC DATE: DAIINO NAM DEYAMY6 27316' Ta-NLNER RCE Na : 44173 STELE LD 1 APN'4- i70 -fi N7ri E KAM OF NNW DF.. 6A3Drz1 Imo— �O N/A SHEET 30f 3 SMALLER 7NAN 6 / —12' MW R.79 FARM' DISRNG ND7H AS RECYINED - LRAOE 70 ACCOW-1 E ANRGPAiE SEUX A -A BORE• AAVCHrffORNNT BARBER CNAN DERaVO'F Po .ttDMENi IRAPPNC oEN[r wr TYPICAL STABILIZED CONSTRUCTION ENTRANCE n V 3? CHANCE NO. DLSCRIPWN APPROIED OATS BENCHMARK A"UILTAPPROVALS "AA0°` 1 ""'�A'O'.- ENGINEERING DIVISIONAPPROVALS XrOFENCI WAS• DEVELOPMENTSERVICESDEPARTMENT DRAWING NO. 25'W N BEAURPEASTGORIER LFVALUT N NT. Olff PLATES PREPARED UNDER SUPERN90N OF RE APPROVED: 3187LONEJACKROAD 7 IESTN7HNESTQU4WANTO'LOVE,MOEBOAO. Revpm 1�1� � ` KOLPINRESIDENCE 14513•S6 AM DO.9f It RAWL M N SAN MAROIC PLM/ANC DATE: DAIINO NAM DEYAMY6 27316' Ta-NLNER RCE Na : 44173 STELE LD 1 APN'4- i70 -fi N7ri E KAM OF NNW DF.. 6A3Drz1 Imo— �O N/A SHEET 30f 3