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2015-12620 G (Plans) VoidNOWT OIF WAYA07E OWNER 1S TO OBTAIN A 0007RUC770N PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PR /0R TO WORKING IN 7HE 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 7HE OWNER 70 KNOW 10HERE HIS/HER PROPERTY LINE IS. DMA(AX NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER lS TO DRAIN AWAY FROM S7RUC711RES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY. WWYNOTE ALL U77LI77ES SERVING 7HIS 577E SHALL BE INSTALLED UNDERGROUND. C,BN ML NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 7HESE PLANS, THE STANDARD 5PEaRCATTONS FOR PUBLIC WORKS CONS7RUC77ON 7HE DESIGN CON57RUC770N STANDARDS OF 7HE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SMALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT 777LED °PRELIMINARY GEOTECHNICAL INVESTiGA770N PROPOSED HALL RESIDENCE" PREPARED BY 00STRUC770111 7TS77NG AND ENGINETRING, INC. DATED SEPTEMBER 24, 2013, (PROJECT NO. 10- 11668G) AND THE UPDATED SOILS LETTER 777LED "REVIEW OF GRADING PLANS AND DETAILS PROPOSED HALL RESIDENCE" PREPARED BY CONSTRUCTION 7ES77NG AND ENGINEERING INC. 0470 NOVEMbff 25 2015 (PRO"T N0. 10- 11668G) SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA77ONS AND 5PEOTIC4 77ONS CONTAINED IN SAID REPORTS J. SETARAT APPROVALS AND PERMITS FOR ANY CONS7RUC770N W ININ PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNC7701V WITH IMPROVEMENT PLANS. 4. WNITIEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSYIE GRADING 5. C07RA07OR SHALL TAKE ANY NECESSARY PRECAU770NS REQUIRED TO PR07ECT ADJACENT PRO ER77ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DES7ROYED SHALL BE REPLACED OR REPAIRED TO CON917701V EXIS77NG PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR RENCYH MARK W911CYH 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, CON57RUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPON9BLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA7701VS 8. GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) MILE OF A S7RUCAIRE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUC70 BETWEEN THE HOURS OF 5.•30 P.M. AND 7•30 A.M. NOR ON SA7URDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERA7701VS SHALL COMMENCE UN77L A PRE- CON57RUC770111 MEE77NG HAS BEEN HELD OIVS17F WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONIRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SYIEDULED W771 THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CON57RUC770N MATERIALS TO ANY PROPOSED CONSTRUC7ION S77E W17HIN THIS PROLECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 7HE PROPOSED HAUL ROUTE. IRE DEVELOPER SHALL COMPLY WITH ALL COIVD177ONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO 771E HAULING OPERA 770111. 11. UPON FINAL COMPLE77ON OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED 6FR71RCA776N° SHALL BE PROVIDED STA77AI °IRE GRADING UNDER PERMIT NO 12620 -G HAS BEEN PERFORMED IN SUBSTAIV77AL CONFORMANCE W97H THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DAIS AND SIGNA7URE OF THE CIVIL ENGINEER WHO CE7R77RES SUCH GRADING OPERA 770N. 12. ALL GRADING SHALL BE INSDE07ED AND 7ES7ED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC776YV HE SHALL INSPECT AND 7EST 7HE EXCAVA77ON PLACEMENT AND COMPAC770N OF FILLS AND BACKRLLS AND COMPAC7701V OF 7RENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND MILL DE7ERM /NE IRE SUITABILITY OF ANY RLL MATERIAL. UPON COMPLE77ON OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVA77ONS AND 7EST5 WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 7HAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR 7HE7R IN7ENDED USE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSI77V£ DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER77ES OR FINISHED WORK ON IRE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH 77ME 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 STANDARD 5PECIFL04770N. ALL VEGETABLE MATIER AND OBJ£C770NABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON A RICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIfREO TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SEC77ON. THE SLOPES OR EXCAVA77ON AND EMBANKMENTS SHALL HE SHAPED, PLAN7E0, AND 7RIMMED AS DIRECTED BY IHE" ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDI DON. ALL STONES, ROOTS AND OTHER WASI£ M4T7ER EXPOSED OR EXCAVA7701V OR EMBANKMENT SLOPES WHICH ARE LIABLE 70 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 OBJEC77ONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17T BY 7HE CON7RACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED MITT' A NEAT AND FINISHED APPEARANCE FREE fROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS fRLL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO IRE DISPOSAL OF ANY SUCH MAMR/AL. 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WTfH THE Cl7Y'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY S7R£ET RIGHT -OF -WAY, ON CITY PROPERTY, OR W IN/N CITY EASEMENTS ARE REFERRED TO AS CITY IREES AND SHALL BE PROTEC70 IN PLACE DURING CONSTRUC770N UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING EXCAVA77ON, OR DIS7URBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A 7REE TO THE OU7ERMOST EDGE OF 7HE TREE CANOPY PROJEC770111 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 W17H A CITY TREE, IT MUST NOT BE DV57URBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. THIS PRaCCT MUST START C IVSTRUCTIO'V UNDER A VALID GRADING PERMIT BY fEARUARY 16, 2016 70 RETAIN 'STANDARD' S7ORMW4 TER TREA7MENT STATUS AND CONSTRUCTION MUST COMMENCE RANCH 180 DAYS OF PERMIT ISSUANCE 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 CHANGE N0. I DESCRIPTION 590sm cONTRAL ST0AVWA7ER Po1LLV770N CO VMM 3W NOTES AELA71VE TO C0A(STMV770)I`Y 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRUCE N. HALL AT 760- 223 -5810, 24 HOURS A DAY. CONCRETEWASHOUT RUBENSTEIN AV \ Pro /Sct SRO. P CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE S NT EE oaivE 2. EQUIPMENT AND WORKE7RS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MOIRTAR, = z 9 2 P RA /NY SEASON (OCTOBER 1 70 APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON SRICC0, PLASTER AND THE LIKE INTO THE S70RMWA7ER CONVEYANCE SYSTEM OR ANY RECE114NG Wi47ER - m 0 y OCTOBER 1 AT CONVENIENT LOC47701115 TO FACIUTAIE RAPID CONS7RUC770N OF TEMPORARY EROSION CONTROL CONTRACTOR SHALL POST A SIGN DL576NA77NG THE WASHOUT LOCA770N. o MEASURES WHEN RAIN /S IMMINENT. CONSTRUCT /ONS/TEACCESS J. DEVICES SHOWN ON PLANS SHALL NOT BE MOLD OR MOD /FRED W97HOUT THE APPROVAL OF THE A STABILIZED CON57RUC7I0N SIT ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO DUBLIN � ENG INEER /NC INSPECTOR. PREVENT 7RACKING DIRT OFF SIZE 7HIS SHALL INCLUDE USING MATERIAL SUCH AS 3° CRUSHED ROCK AND /OR W 9� D� U 4. THE CONIRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORMING ORDER TO 7HE SA77SFAC77ON CORRUGATED STEEL PANELS/PLAITS O Mp NES�R OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. CONSTRUCilONVEN /CLES SAN ' A SPECIFIC AREA AWAY FROM GUTIERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS7RUCYOV VEHICLES ti ucoox 5. THE CONTRACTOR SHALL INSTALL ADD117ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE PARKING, VEHICLE REFUELING AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE U cA�No CITY ENGINEER DUE 70 AN /NCOMPLEIE GRADING OPERA77ON OR UNFORESEEN CIRCUMSTANCES WH1CH MAY 0 --SyIE a �Fq AR /SE SAUNA BEACH EROSION CONTROL 6. 7HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALL Y SHALL BE ° snNrn EE 7RESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTEN77ALLY UNSAFE PROJECTED AGAINST EROSION BY INSTALLING ER09CVV RESISTANT SURFACES SUCH AS EROSION CONTROL MATS _ °MPS VICINITY MAP ADEQUAIF GROUND COVER VEGETA7701V AND BONDED FIBER MA7RIX. g NO SCALE 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED THOMAS 1M01 M1167 HEREON. NO EXCAVA7JON AND GRADING A0771477ES ARE ALLOWED DURING WET WEATHER. 8. GRADED AREAS AROUND THE PROJECT PERlME7ER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE D /VERSION DIKES SHALL BE CONS7RUCIEO TO CHANNEL RUNOFF AROUND THE COVSTRUC77OV S7E CONTRACTOR O U' 1TME CONCLUSION OF EACH WORK DAY. SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES BRUCE IV. HALL 1325 RUBENSIE7N AVENUE 9. ALL REMOVABLE PROlEC17VF DEVICES SHOWN SHALL BE IN PLACE AT 171E ENO OF EACH WORK /NG DAY WHEN RE]NOVE EXIS77NG IECETA77ON ONLY WHEN ABSOLUTELY NECESSARY. LARGE FRO= SHALL, CONDUCTED IN ENCINITAS CA., 92007 7HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NQL�EMObE TREES OR 760 -223 -5810 BE REMOVED AFTER EACH RAINFALL. SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION SYTEADDRES$ STORMWAIERPOLLUMVODNIAOLPOSTCONSTAC /CTlAVBMP� /INPNOTES 7TMPORARY VEGET47701V MUST BE PLANTED ON SLOPES OR WHERE 00167RUC710N IS NOT IMMEDIATELY 1. FOR STORM WATER POLLU77ON CONIROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED 18Y PLAN77NG FAST - GROWING 1325 RUB£NSIE7N AVENUE ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLEC770N AND DISCHARGE ANNUAL AND PERENNIAL GRASSES TO SHILID AND BIND' 7HE SOIL APN 260- 074 -02 AND 03 ONTO 7HE SIREET AND /OR INTO 7HE PI STORM DRAIN S67EM. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVA AND GRADING AC771477ES ARE 2. COMPLETE. LEC4L DESCRII7M M GRASS AND LANDSCAPE AREAS DESGNAIEO FOR STORM WATER POLLU770N CONTROL SHALL NOT BE A POR77ON OF LOT 4 AND LOT 5 OF RIDGEWAY HEIGHTS MODIFIED W97HOUT A PERMIT FROM THE CITY WA7ER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED. A � IN THE CITY OF ENCINITAS, THE COUNTY OF SAN DIEGO, J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/1MP FACILITIES AND /OR TO 71IRF ONS /ILcCONS111UCTIONMATER /AL STORAGE ti STALE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR ICI DISCHARGE FROM THE SIZE ALL IMPERVIOUS OF S ON FILE IN THE OFFICE OF THE' COUNTY RECORDER STORED MATERIALS SHALL BE CONTAINED IN SL�CURE PLACE TO PREVENT SEEPAGE AND SPILLAGE OF SAN DIEGO COUNTY. AREAS MUST SLOPE TOWARD 7HE APPROVED BMP/lMP FACILITY AND /OR THE 7URF /LANDSCAPED AREAS CON7RAC70R SHALL STORE 771ESE PRODUCTS E THEY wLL STAY DRY OUT OF 771E RA /N. CON7RACTOR 4. NO DRAINS SHALL B£ INSTALLED /N HOROSCOPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL S70RED ON -SITE ECIM /NAT OR REDUCE POLLU7ION ?d/ F' OF STORMWATER FROM STOCKPILES KEPT ON -SITE S70CKPILES MAY INCLUDE SOIL, PARING MATERIALS, -TI SHEET 1 RE SHEET FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOOMED AWAY FROM CONCENTRATED SHEET 1 - DETAIL SHEET STORMWA7ER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL `BE COVERED OR PROJECTED SHEETS 3 -4 -GRAD /NG PLAN 5. DRIVEWAYS SHALL HAVE A MIN /MUM 29 CROSS SLOPE 70WARD THE IMP/BMP AREA OR HAVE ANOIHFR WITH SOIL STABILIZA770V MEASURES AND PROVIDED W97H A TEMPORARY SEDIMENT BARRIER AROUND THE SHEET 5 - IMPROVEMENT PLAN APPROVED DRAINAGE SYSTEM 771AT IS DESIGNED TO COLLECT RUNOFF AND D/SMARGE lT TO AN ADEQUATE PER /METER AT ALL 77MES !MP/BMP. SHEET 6 - HORIZONTAL CONIROL/PRIVAIF U77LITY PLAN TRA/ NO SHEET 7 - EROSION CONTROL PLAN 6. ALL STORMWATER /MP/BMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM 771E CITY. 7 THE INSTALLA77ON OF ADD17701VAL IMPERVIOUS SURFACES NOT SHOWN ON IMIS PLAN MAY RED, E THAT INS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EX /SLING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WA F R BEST MANAGEMENT PRA077CE REQUIREMENTS 771E 7RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- CO4HBUS77BLE ROOF 771AT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WIEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS 7HAT ESCAPE FROM 7HE DUMPSTER AND 70 PREVENT ANY FLOW OF STORM W,47ER 771R000YH THE 7RASH ENCLOSURE AREA. E BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING O THE DUMPSITR IN AND OUT. 7NE EN RE SHALL BE SELF CONTAINED OR MAY HAVE ADRA /N THAT DISCHARGES THROUGH AN ADEQUATELY SZE L/ GREASE SEPARATOR AND IS 7HEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DIS GED INTO THE PUBLIC SANITARY SEWER SY57EM, NOT 70 PLANTERS OR THE STORM DRAIN SYSTEM A RATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN TO WA TO D57WTN07ES 1. W,47ER MAINS, LA7ERALS AND APPURTENANCES SHALL COVSl7RUC7£D ACCORDING TO IRE STANDARD SPECIFICA776WS OF 771E CURRENT WATER AGENCIES' STANDARDS MMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES N CONS777U7E REPRESENTA770N AS TO THE ACCURACY OF, THE LOCA77ON OF, OR THE EXISTENCE OR NON -EX /S PF OF ANY UNDERGROUND U77UTY, PIPE OR 57RUC7URE WITHIN IHE LIMI75 OF THIS PROJECT. x,. J ALL EXIS77NG FACILl17E5 H RICH MAY AFFECT FINAL DESGYV, l.E., LINE,?,CROSSING, LINE PARALLELING OR PROPOSED CONNEC7701111 SHALL BE FIELD VERIRED. ALL EXIS77NG OR PROPO U77LITY CROSSING WI 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLAN ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIWN HRITIEN PERMISSION BY SAN DIEGUITO `W'A1L7R DlS7RlCT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST 70 GR ANY EXIS77NG WATER FACILITY (FIRE HYDRANT, ME7ERS, VALVES, VALVE BOXES ETC) WHICH IS AFFECTED BYY`7HEIR PROJECT. ALL AFFEC70 WATER FACILITIES MUST MEET CURRENT WA7ER AGENCIES' STANDARDS COMMITTEE (1�A5C) STANDARDS !F FACYL177ES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT 7HE OWNER'S EXPENSE: 5U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARA]lON WHHEN PARALLELING WA7TR SERVIC ES Y . , 6 MIN /MUM HORIZONTAL S£PARA77ON OF 10 -FEET REOUIRLD SE7M EN FIRE HYDRANTS AND SAN r 1 DIEGO GAS AND ELECTRIC VAULTS ¢ 7 ALL WATER SERVICES TO BE CON57RUC7E9 CLEAR OF DRIVEWAYS AND ALL OTHER IRAIELED WAYS. WATER ME7TRS MUST BE IN FRONT OF THE PARCEL 7HEY ARE SERVING. �i 8 CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSIRUCT70N OR REPAIR OF ALL POTABLE WATER SYSTEM EFffC77VE JANUARY 1, 2010 IN COMPLIANCE WITH THIS LAW, THE 9157RICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER 1 JBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTE077ON IN ACCORDANCE NTH WC-17 OR WC -18 i, DAN T. MATH, A REGHSIERED C1 RL ENGINEER IN THE STA LE OF CALIFORNIA, PR /NCYPALL Y DOING BUSINESS IN THE fRELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL COlVD177ONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC77OV ON SEPTEMBER 24, 2013. ONE COMPLE7T COPY OF THE SOLS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDADONS HAS BEEN SUBMITTED TO THE OFFICE OF 7HE CITY EN67NLER. FURTHERMORE, l HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDA7701VS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE .Cf1RPQR IN THE GRADING PLANS AND SPECIFICADOVS. S16NEV: T G.E. NO.: 2665 EAR DATE: 12/31/2016 QROFESSlpN9 CON ACTORS' EMPLOYEES 400.PERFORM CONSTRUC1701V 1N THE CITY OF ENCINITAS SHALL BE 7RAlNED TO BE FA Iuv W97H THE C17Y OF ENCINITAS STORMWATER POLLU77ON CONTROL REQUIREMENTS 7HESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE' WORKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUTSTORMWATER REQUIREMENTS AND 7HEIR OWN RESPONSBILIIIES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONS7RUC77ON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM 1AI THE CONVEYANCE SYS7EM IS S7R1C7LY PROHIBITED. NO SEEPAGE FROM ANY OUMPSTER SHALL BE DISCHARGED INTO S70RMWA7ER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF: DUMPSITES SHALL BE CHECKED FREQUEN7LY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL 77MES DUMPSTERS W9THOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS W ORDER TO AVOID RAIN CONTACT WI ANY 77?A5H MATERIAL. i MANY CONSIRUCTTON M47£R/ALS, INCLUDING SOLVENIS WATER -BASED PAINTS, VEHICLE 'FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED KWTA77ON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FORINFORMA710N ON DISPOSAL OF HAZARDOUS MATER /AL, CALL THE HAZARDOUS WASTE H07LINE TOLL FRET Aj(800) 714 -1195. FOR INFORMA77ON ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTAN75 SHALL BE KEPT OFF EXPOSED SURFACES PLACE 77?45YH CANS AND RECYCUNG RECEPTACLES AROUND THE S77F PORTABLE 70 1LETS MUST BE IN GOOD WORKIN,6 ORDER AND CHECK6 FREQUEN7L Y FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND {LOCAI PORTABLE TOILETS AWAY FROM SIORMDRAIN INLETS ON PERVIOUS SURFACES. l ALL CON57RUC77OV DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRA /N. CONTRACTOR MUST ROU7INE%Y CHECK AND CLEAN UP M RIAL THAT MAY HAVE TRAVELED AWAY FROM CONSIRUC770N SIT FOR MORE INFOR ON ON STOIRMWA POLLU710N CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING D ENT, Cl ENCINITAS AT (760) 633 -2770. NOARCA77ONS 1. THE ENS7ENCE AND LOCA77ON OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS MERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 7HERE ARE NO EXIS77NG U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER- 7H£ CON7RACTOR lS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PR07ECT ANY EXIS77AIG U77LI77ES OR STRUCTURES LOCAIEO AT THE WORK S17E IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI77ES OR SIRUCTURES PRIOR TO ANY EXCAVA7701I FOR VERIFICATION AND LOCA77ON OF U77LI77ES AND N077RCA77OV OF COMMENCEMENT OF WORK..- A. SEWERS - CSD - (760) - 633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUI70 WAIER DISTRICT - -1 -800 - 227 -2600 D. 7£LEPHONE - SBC BELL - (760)- 489 -3491 E. CABLE TV - COX COMMUNICA770NS- (760) - 606 -9609 X -2233 2 CON7RACTOR SHALL A1077FY THE CITY ENONEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) - 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NODCE ON CALLS FOR INSPECJ7OV. PHONE (760)633 -2770. ALL WORK PERFORMED W17HOUT BENEFIT OF INSPEC77ON WILL BE SUBJECT TO RE ✓EC776VV AND REMOVAL. OWNERS CE9777CA7E 1 (WE) HEREBY CER77FY THAT A REG157ERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC7714TY AND ADVISE ON THE COMPAC77ON AND STABILITY OF 7HE 577E. JOB / 10- 11668G bad m z CON57RUC77ON 7ES77NG AND ENGINEERING, INC. # w No, 59121 m 1441 MONAEL ROAD, ESCONDIDO, CA 92026 Exp. 6-30 -17 z} s Q- [ ; JLWY -,i IMPERVIOUS AREA PRIOR TO C0NS7RUC110N. 4,325 SOFT IMPERVIOUS AREA AF7£R C6N57RUC77CN. 12,350 SOT INCREASE IN IMPERVIOUS AREA: 8, 025 SOFT IMPERVIOUS AREA' REPLACED: 4,325 SOFT EN K9 0A4ENTAL DATA A) STEEPEST EXIS77NG NATURAL SLOPE ON -5Y7E = NONE B) MAXIMUM ICR77CAL DEPTH OF CUT = 5' C) MAXIMUM VER77CAL DEPTH OF FILL = 5' D) AVERAGE DEPTH OF CUT = 2.5' E) AVERAGE DEPTH OF FILL = 25' EARTNWON QUANTITIES A) CUT QUANTITY = 800 C. Y. B) FILL OUAN77TY = 700 C. Y. C)R£MOVE AND RECOMPACT QUANTITY = 150 C. Y. (1' REMOVAL AND RECOMPACRON UNDER AND 5' OU751DE OF BUILDING AREAS) D) IMPORT QUANTITY = 0 C. Y. E) EXPORT QUANTITY = 100 C. Y. ABBREVlAn= AC ASPHALT CONCREIE A.D. AREA DRAIN C.O. CLEANOUT C. Y. CUBIC YARD G. 8. GRADE BREAK H. P. HIGH POINT HT HEIGHT lE INVERT ELEVA77ON LBS, / POUNDS MAX MAXIMUM M.E. MATCH EXISTING MIN MIN /MUM NO NUMBER P PAVEMENT ELEVA7ON PCC POR7ZAND CEMENT CONCRETE PERF PERFORATED PVT PRIVATE 5DRS0 SAN DIEGO REGIONAL STANDARD DRAWINGS SOFT SQUARE fEET SVC SERVICE SW SEWER 78 TOP OF BERM ELEVADON IF TOP OF FOOTING ELEVA77ON 7G TOP OF GRA7T LLEVAAON WAS WATER AGENCY STANDARDS WT WEIGHT W/ WITH I FIELD OPERATIONS I SIGNA7URE. A, DA 7E• s2 2 BRUCE N. HALL APPR D BY-' DATE PLANNING AND BUILDING ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT «%AL-,U..• APPROVELTBY. • cc SYMBOL 17EM STANDARD DWG. APPROVED BY.- PROJECT BOUNDARY . . . . . . . . . . . . . . . . . . . . . . . . o - - ? EXISTING GROUND ELEVATION . . . . . . . . . . . . . . . . . CHECKED BY -_" EXISTING AC PAVEMENT ELEVATON . . . . . . . . . . . . . . . ° CfTYOFff4MffAS EXISTING TOP OF CURB ELEVATION . . . . . . . . . . . EXISTING CONTOUR. ... ° EXIS77NG TREES . . . . . . . . . . . . . . . . . . . . . . . . . co - - EXISTING HOUSE . . . . . . . . .. . . . . . . . . . . . . . . . . EXIS71NG WOOD DECK . . . . . . . . . . . . . . . . . . . . . . - EXISTING WOOD FENCE . . . . . . . . . . . . . . . . . . . . . . . ............ EXISTING WIRE FENCE . . . . . . . . . . . . . . . . . . . . . . . EXISTING BLOCK WALL . . . . EXIS77NG CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . EXIS77NG AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . EXISTING EDGE OF PAVEMENT . .. . . . . . . . . . . . . . . . . EXISTING GAS MAIN. . . . . . . .................. 0 """"" " " " " " " " " "" EXISTING SANITARY SEWER & MANHOLE. .... ....... _ .............. ......._1�..................... ,,,,......__ EXISTING WATER. . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS77NG WATER METER . . . . . . . . . . . . . . . . . . . . . . EXISTING STREET LIGHT . . . . . . . . . . . . . . . . . . . . ........ EXISTING REDWOOD HEADER . . . . . . . . . . . . . . . . . . . : EXISTING CATV LINE AND BOX . . . . . . . . . . . . . . . . EXISTING POWER POLE . . . . .. . . . . . . . . . . . . . . . . EXISTING STAIRS . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED BUILDING FOOTPRINT. . ... . . . . . . . . . . PROPOSED STAIRS . . . . . .SEE . . . .P. . .FOR. DETAILS ❑ ❑ ❑ PROPOSED CONCRETE PAVERS. . SEE ARCH.. PLANS FOR DETAILS PROPOSED CONCRETE WALK (PVT). SEE ARCH.. PLANS FOR. DETAILS p P ° PROPOSED RETAINING WALL (PVT) PROPOSED ARCHITECTURAL SILT WALL . . . . . . . . . . . . . . . (SEE ARCH SIZE PLAN FOR WALL ELEVATIONS) PROPOSED OG SURFACE . . . . . . . . . . . . . . . . . . . . . PROPOSED 4' AC BERM (PVT) . . . . . SEE DETAIL. WEER 5. PROPOSED O" CURB (PVT) . .. . . . . . . . . . . . . . . . . FF =188.5 PROPOSED FINISH FLOOR ELEVA7ON . . . . . . . . . . . . . . -- �� - - -�{ -- DAYLIGHT LIMITS . . . . . . . . . - - PROPOSED SWALE (PVT) . . . .. . . . . . . . . . . . . . . . . 1.0% PROPOSED GRADIENT . . . . . .. . . . . . . . . . . . . . . . . TC 182.00 PROPOSED TOP OF CURB ELEVATION . . . . . . . . . . . . . . . TW 182.00 PROPOSED TOP OF WALL ELEVATION . . . . . . . . FL 182.0 PROPOSED FLOWLINE ELEVATION . . . . . . . . . . . . . . . . . FIG 182.0 PROPOSED FINISHED GRADE ELEVATION . . . . . FS 182.00 PROPOSED FINISHED SURFACE ELEVATION . . . . . . . . Z�TYZT2] PROPOSED TRENCH RESURFACING . . . . . . . . . G -24A . T=-- PROPOSED CUT /FILL SLOPE (PVT) . . . . . . . . . . . . . . . ----- _ - - - -- PROPOSED SAWCUT . . . . . . . . . . . . . . . . . . . . . . .. - - - - -- PROPOSED STORM DRAIN (PVT). . . . . . . . . . . D -60. . . . PROPOSED PERFORATED STORM DRAIN (PVT) . . . D -50 . . . . ❑® PROPOSED 18 "X18" GRATED INLET (PVT). SEE DETAIL. SHEET 2. . 0 PROPOSED AREA DRAIN (PVT) . . . . . . . SEE. DETAIL SHEET 2 O PROPOSED WET WELL W/ SUMP PUMP (PVT).DE96N BY 07HERS PROPOSED RIPRAP (PVT) . . . . . . . . . . . . . . . . . . . . . PROPOSED SIDEWALK UNDERDRAIN (PVT). .SEE. DETAIL.SNEET 2 - - -- PROPOSED BIORE7ENITON BASIN (PVT). SEE DETAIL SHEET.2. . PROPOSED TURF BLOCK . . . .. . . . . SEE. DETAIL SHEET 2 . . vH� PROPOSED 1' WATER SERVICE . . . . *05-03, C-.O9, WC -17. - INDICATES PER W,47ER AGENCIES' STANDARDS (WAS) STANDARD DRAWINGS AND 9PECHf70A77ONS STATEMENT AFENG?kER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WRK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO 771£ EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCYHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DE7ERM/NA77ON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUfTICYENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGEN75 AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGEN75' OR EMPLOYEES AC77NG W INlN IRE COURSE- AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER SIGNATURE.• DATE.• e BRENT C. MOORE STORMWATER TREATMENT STATUS STANDARD PROJECT 760 -748 -4955 r C T V 1 0� � TYPE OF TREATMENT BIORETEN77ON BASINS nn 11�� (�I I /Z- /G LIMITED ACCESS.• YES, REAR YARD LOCA7IOV qTf p `\E (/ &-- wy��T. / /W //& MAINTENANCE RESPONSE /LITY OWNER APPROVED DA 7E BENCH MARK DESCRIP770N.•CITY OF ENCINITAS BENCH MARK NO. 1048 (°ENC -48 °) LOCAADN.• BRASS DISC IN INLET ON NORTH SIDE SANTA FT DR., NE RETURN INTO SCRIPPS HOSPITAL RECORD FROM.- RECORD OF SURVEY 18416 EL£VA77CM- 17J376 DA7UM.• NAVD88 F C A APPROVELTBY. • DATE APPROVED BY.• DATE APPROVED BY.- DATE SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY LD DRAWN BY LD CHECKED BY BM ENGINEERING DIVISION APPROVALS CfTYOFff4MffAS PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER THE SUPERVISION OF HORIZONTAL AS N07ED DATE: / /`l/ R.C.E. NO.: 59121 VERTICAL N/A 1 BRENT C. MOORE EXP. 6 -30 -17 PR D: GRADING AND EROSION CONTROL PLANS FOR: DRAWING NO. 0 0 o� �CIO ate, h h �Q ^^ A,1 HALL ICES /DEVICE 12620 -G st MASIH MAHER GLENN PR M m 1325 RUBENSTBN AVENUE DATE• DATE: PLANNING CASE: 14 -240 COP APN 260 - 074 -02 and 03 SHEET 1 OF 7 SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIREC710NS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS 2 CONTRACTOR WILL MAKE EXPLORA71ON EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILIAES SUFFICIENTLY AHEAD OF CONSTRUC7ION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. CONTRACTOR SHALL REQUEST DIREC71ON BEFORE DOING WORK FROM THE ENGINEER OF WORK FOR CLARIFICA71ONS 3. BEFORE EXCAV47ING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES THE EXISTENCE AND LOCA71ON OF ANY UNDERGROUND UTILITY PIPES OR S7RUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES LOCA71ONS OF ALL EXISTING UTIL177ES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CON7RACTOR PRIOR TO CONSIRUC77ON OF WORK. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAU71ONARY MEASURES 70 PR07ECT THE U7ILITY LINES SHOWN HEREON AND ANY 07HER EXIS77NG LINES NOT OF RECORD OR SHOWN ON THESE PLANS 5. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO 714E ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CER71FY* THAT ALL TRENCH BACKFILL SHALL BE COMPACTED PER RECOMMENDA77ONS IN THE GEOTECHNICAL REPORT FOR THE PROJECT. * AS DEFINED IN AND LIMITED IN SEC7101V 67355 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. Z DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. 8. CON7RACTOR TO ADJUST ALL PROPOSED AND EXISTING FACILITIES TO CRADE. 9. CONTRACTOR TO REMOVE/REPLACE /RELOCATE ALL EXIS71NG FACILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS 10. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ANY LANDSCAPINGAARDSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLA71ON OR PROPER FUNCTIONING OF 714E PROPOSED IMPROVEMENTS: 11. ALL PROPOSED STORM DRAIN FACIL171ES ARE PRIVATE UNLESS OTHERWISE NOTED. 12 REFER TO ARCHITECTS PLAN FOR HARDSCAPE LAYOUT & SPECIFICATIONS. 13. THE CON7RACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUAN7177ES SHOWN HEREON AND BALANCING THE EARTHWORK ONSITE. IF THE SI7E CANNOT BE BALANCED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL IMPORT OR EXPORT OF MATERIALS. ALL ADJUSTMENTS MUST BE PRESENTED TO ENGINEER OF WORK WITH ADEQUATE 77ME FOR REVISIONS PRIOR TO CONSTRUC710N. ONLY IN SUCH CASES AS REQUESTED BY THE CONTRACTOR SHALL 714E ENGINEER OF WORK PROVIDE AREAS OF ELEVA77ON ADJUSTMENT TO THE APPROVED PLANS AT THE LIABILITY OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE 1S ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK. 15. THE CON7RACTOR SHALL UNCOVER ALL U71LITIES THAT MAYBE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCA77ON PRIOR TO ANY CONSTRUC710N. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO 7HE ENGINEER'S AT7EN710N PRIOR TO CONSTRUCTION. OTHERWISE 774E CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADD17IONAL CONSTRUCTION OR RELOCATION COSTS 16. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCA7ING, MAINTAINING, RELOCATING, AND /OR REMOVAL OF EXISTING U71L171ES. 17. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENT EQUAL OR SUPERIOR. 18. SURVEY MONUMENTS SHALL BE PRESERVED & REFERENCED BEFORE CONS7RUC77ON & REPLACED AFTER CONS7RUC77ON PURSUANT TO SEC77ON 8771 OF THE BUSINESS AND PROFESSIONS CODE. 19. CONTRACTOR SHALL N077FY SAN DIEGO GAS & ELECTRIC, AT &T AND COX COMMUNICATIONS PRIOR TO STAR71NG WORK NEAR COMPANY FACIL171ES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESEN TA 71 VES. 20. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER CON7RACTORS WORKING ON 7HE SITE, INCLUDING GRADING, DRAINAGE, LANDSCAPING AND IRRIGATION. 21. CONTRACTOR SHALL MEET THE INTENT OF THESE PLANS IF GRADE STAKE CONFLICT WITH THE INTENT OF THE PLANS, CONTRACTOR SHALL N071FY ENGINEER OF WORK PRIOR TO WORK BEING PERFORMED. 22. CONSTRUCTION CONTRACTOR AGREES THAT 1N ACCORDANCE NTH GENERALLY ACCEPTED CONSTRUCTION PRAC7ICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND17IONS DURING THE COURSE OF CONSTRUC71ON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT 7HIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMI7ED TO NORMAL WORKING HOUR, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF ENCINITAS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WTH THE PERFORMANCE OF WORK ON 7HIS PROJECT, EXCEP71NG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF ENCINITAS PERSONNEL. 23. GRADING QUAN77TIES ARE GEOMETRIC ESTIMATES FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR BID OR FINAL PAY QUANTITIES CONTRACTOR SHALL BE REQUIRED TO CREATE A FINAL EAR714WORK PRIOR TO ANY ONSITE CONSTRUCTION. THIS EARTHWORK SHALL ACCOUNT FOR SUBSIDENCE, SHRINKAGE, UNDERCUTS, PROJECT PHASING, SEQUENCING, OVER-EXCA VA 71ON AND ET CETERA. SHOULD ANY DISCREPANCY ARISE, 774E CONTRACTOR SHALL N077FY THE ENGINEER OF WORK IMMEDIATELY. / rICdhPL!I "A'A BOTANICAL NAME/ COMMON NAME =LA MINOTAUR HARD FESCUE 165 INTRIGUE CHEWINGS FESCUE 105 CREEEP/NG RED FESCUE 60 .SEED RATE 300 LBS /ACRE THE FOLLOWING TO BE USED AS THE HYDROSEEDING SLURRY 2000 LBS /ACRE ECORBRE MULCH, 150 LBS /ACRE ENVIRON -MEND BINDER, 400 LBS /ACRE STARTER FERTILIZER (15- 15 -15) OR EQUIVALENT. i VARIES " *SLOPES TO BE PRO7EC70 WI7H P4aRC MEADOW HIDROSEED MIX SHOWN PER THIS SHEET OR EQUIVALENT. FLOKINE SHOWN PER PLAN AT TOP OF HYDROSEED. DETAIL: VEGETATED SWALE (PVT) NOT TO SCALE 18 "X18" DRAIN BOX SEE DETAIL THIS SHEET • VARIES ENGINEERED ' S01L* ' SEE ORIFICE DETAIL BELOW N, lE PER PLAN- - DETAIL: &O- REMMON AREA (PVT) NOT TO SCALE 8I0RElEN170N ENGINEERED S LAYER SHALL BE "SANDY LOAM" SOIL MIX WITH NO MORE 7HAN 5X CONTENT. THE MIX SHALL CONTAIN 50 -60A SAND, 20 -30% POST OR HARDWOOD MULCH AND 20 -30% TOP SOIL. ENGINEERED S SHALL HAVE A MINIMUM PERCOLA77ON RATE OF 5" PER HOUR. 'a NOTE: N0. 1818 STEEL PARKWAY OR 7RAFRC GRATE MAX. 1/2" SPACING WT 33/ PARKWAY WT 60/' 7RAF. N2 1RIR TOP . SECTION IIIs 7PES AND BASIN BOTTOM SHALL ED WITH PACIFIC MEADOW MIX PER THIS SHEET NO. SE( 4" PERFORA7ED PVC PIPE OR EQUIVALENT HOLES DOWN WRAPPED IN FIL IFR BLANKET (M /RAFT 140 N OR EQUIVALENT) TO PREVENT LY000YNG. SLOPED ® LO% TOWARDS 18 'I1 DRAIN BOX S CIAL INSPEC770N OF ALL 'POST CONSIRUC77ON 8I0RE7EN77CN 845YNS BY THE NEER OF RECORD OR AN07HER LICENSED CIVIL ENGINEER REQUIRED AT THE F '••OWING STAGES. PROGRESS PICTURES OF BIORE7EN770N BASIN COIVSIRUC7701V SHALL BE TAKEN AND PROVIDED TO 7HE CITY AT THE FOLLOWING STAGES.- I. 84SIN EXCAVA770N 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. J. PLA CEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5 FINAL BASIN GRADING 6. FINAL COMPLETED BA57N WITH VEGETA77ON ESTABLISHED �.y q VT) DROUGHT TOLERANT HYDROSEED M/X\ 24" ENGINEERED W L �Q v U PERFORA7ED UNDERDRAIN W/ PERFORA77ONS PLACED AT INVERT PLATE FLANGE & ORIFICE PLATE CONNEC770N TO CONCRETE SHALL BE FITTED WITH 30 DUROM£7ER NEOPRENE RINGS PRIVATE STORM DRAIN NO 1316 70P SEC77ON SECTION HT LOS. AVAILABLE 1818 T6 6" 215 W/0 K.O. H►DROMA77C W/D/V -I Al SUMP PUMP W/ 1818 T12 12" Q W14 5 °x10" K.O. 1818 TY8 18" 555 W14 9 "X11" K. 0. 1818 734 24" 785 W14 9 "x11" K. 0. w 12 MIN CLASS 2 PERMEABLE RAC 'a (CAL TRANS SPECIRCA77oN HT LBS. AVAILABLE 68 -1.025 OR EQUAL) 1818 02 12" 370 SEE ORIFICE DETAIL BELOW N, lE PER PLAN- - DETAIL: &O- REMMON AREA (PVT) NOT TO SCALE 8I0RElEN170N ENGINEERED S LAYER SHALL BE "SANDY LOAM" SOIL MIX WITH NO MORE 7HAN 5X CONTENT. THE MIX SHALL CONTAIN 50 -60A SAND, 20 -30% POST OR HARDWOOD MULCH AND 20 -30% TOP SOIL. ENGINEERED S SHALL HAVE A MINIMUM PERCOLA77ON RATE OF 5" PER HOUR. 'a NOTE: N0. 1818 STEEL PARKWAY OR 7RAFRC GRATE MAX. 1/2" SPACING WT 33/ PARKWAY WT 60/' 7RAF. N2 1RIR TOP . SECTION IIIs 7PES AND BASIN BOTTOM SHALL ED WITH PACIFIC MEADOW MIX PER THIS SHEET NO. SE( 4" PERFORA7ED PVC PIPE OR EQUIVALENT HOLES DOWN WRAPPED IN FIL IFR BLANKET (M /RAFT 140 N OR EQUIVALENT) TO PREVENT LY000YNG. SLOPED ® LO% TOWARDS 18 'I1 DRAIN BOX S CIAL INSPEC770N OF ALL 'POST CONSIRUC77ON 8I0RE7EN77CN 845YNS BY THE NEER OF RECORD OR AN07HER LICENSED CIVIL ENGINEER REQUIRED AT THE F '••OWING STAGES. PROGRESS PICTURES OF BIORE7EN770N BASIN COIVSIRUC7701V SHALL BE TAKEN AND PROVIDED TO 7HE CITY AT THE FOLLOWING STAGES.- I. 84SIN EXCAVA770N 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. J. PLA CEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5 FINAL BASIN GRADING 6. FINAL COMPLETED BA57N WITH VEGETA77ON ESTABLISHED �.y q VT) DROUGHT TOLERANT HYDROSEED M/X\ 24" ENGINEERED W L �Q v U PERFORA7ED UNDERDRAIN W/ PERFORA77ONS PLACED AT INVERT PLATE FLANGE & ORIFICE PLATE CONNEC770N TO CONCRETE SHALL BE FITTED WITH 30 DUROM£7ER NEOPRENE RINGS PRIVATE STORM DRAIN NO 1316 70P SEC77ON SECTION HT LOS. AVAILABLE 1818 T6 6" 215 W/0 K.O. H►DROMA77C W/D/V -I Al SUMP PUMP W/ 1818 T12 12" 370 W14 5 °x10" K.O. 1818 TY8 18" 555 W14 9 "X11" K. 0. 1818 734 24" 785 W14 9 "x11" K. 0. N0. 1818 LOWER RAC 'a SECTION HT LBS. AVAILABLE - 1818 02 12" 370 W14 5 °x10" K. 0. 1818 L18 18" 555 W14 9 x11 " K.O. 1818 L24 24" 785 W14 9 -XI l" K.O. 18" X 18" BROOKS BOX CATCH BASIN (PVT) NOT 70 SCALE PL 18" MIN THICK SEC77ON OF 3" MINUS RIVER ROCK ENCOMPASSING 4" PERF DRAIN 6" �-4- DIAMETER PERF fTLTER FABRIC DRAIN WITH HOLES (M /RAR 1401V OR AT BOTTOM EQUIVALENT 1 -1/2" DISCHA) 4' QJ�e C3 7' T Ln 0 i 0 3 N 0 0 00 m O 0 N 00 � h a o � -4" DETAIL: SECTION BIORVEN770N CATCH BASIN (PVT) H►DROMA77C W/D/V -I Al SUMP PUMP W/ DRIVEWAY 5 1/2 CONCRETE DIAM. PVC SOR -35 RISER PIPE OR APPROVED �p� P ACONCREIE RAL PLANS NOT TO SCALE FLOAT SWITCH (0.3 HP, 28 GPM OU7TLOW) (100AG. VARIES VARIES GARAGE a ° ° - AL7ERNA77VE ER FOR FS ORIFICE PLATE MIN /MUM 90' BEND o� SQUARE DIMENSIONS 1.0 FT RAC 'a A� GREATER THAN IN -FLOW " 6 M/N (TIP) DETAIL: WETWELL W 1 -1 2" FORCEMAIN PVT / / ( ) - PIPE DIAM£7ER. a -- PLA " o - 3 NOT TO SCALE ' , FLEX COUPLING AFTERIHOLESVHAIVE BEEN DRILLED 4" DlA - M PVC SOR 35 PIPE OR � �'' � � 12" �� `'f't � IN FLOW PIPE (4" PE7?FORA7ED PVC) 6 CLASS.1/, BASY APPROVED EQUIVALENT CORED �. E SIRUC7U/rAL (NS 1/2" MAX " .. W O F E S S 7 Q� epq ' OUTLET DRAIN ®FlN1SHEl1 :' THROUGH BLOCK WALL . FOR STEEL R MENT E7NFORCE _ ORIFICE DIA. - 0.88 BASIN 1 lidade C. SURFACE ELEVATION 1 " " 109" BA SYN 2 „ �� 110 a^c 3/8" DIA. HOLE (TYP) ` y FLOW CONTROL ORIFICE PLATE DETAIL: DEEPENED EDGE ON CONCRETE DRI VEWA Y (PVT) DETA IL: LANDSCAPE AREA DRAIN (PVT) DETAIL: DEEPENED EDGE ON CONCRETE HARDSCAPE (PVT) DETAIL: FLOW CONTROL ORIFICE Pt TE (PVT) Teme� Rancho California Rd suite loo Exp 6930 17 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE , Ph. (951) 587 -2020 n c 1 V 1 qTf QF C p`�FO�a CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY LD BM I DRAWN BY LD CHECKED BY. BM ENGINEERING DIVISION APPROVALS CffOFMOVITA3 PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIP770N.•CITY OF ENCINITAS BENCH MARK NO. 1048 ( "ENC -48 ") LOCA77ON. BRASS DISC IN INLET ON NORTH SIDE SANTA FE DR., NE RETURN INTO SCRIPPS HOSPITAL HORIZONTAL AS NOTED PLANS PREPARED UNDER THE SUPERVISION OF DATE' 1!61®6 R.C.E. NO.: 59121 RECOMMENDED: APPROVED: M. M s -- MASIH MAHER GLENN PRU144 1 /Z24 �4 DETAILS & NOTES FOR: HALL RESIDENCE 1325 RUBENSTEIN AVENUE 12620 -G RECORD FROM• RECORD OF SURVEY 18416 ELEVA770N.• 173.376 DATUM.• NAVD88 WDT'CAL NIA BRENT C. MOORE 6 -30 -17 I EXP. 12$/1 L DATE: DATE: PLANNING CASE: 14 -240 COP APN 260- 074 -02 and 03 I SHEET 2 OF 7 0 N 00 � h a o � 0 5 10 20 30 GRAPHICAL SCALE CHANGE NO. DESCRIPTION CAUTION I 7HE LOCATION OF THE £XISZING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CON57RUC7701V APPROVED DATE I BENCH MARK S££ SHEET 6 FOR HORIZONTAL CONTROL AND PRIVATE U77LITY PLANS. 1048 ("ENC -48 ") LOCA770N.• BRASS DISC IN INLET ON NORTH SIDE SANTA FE DR., NE RETURN /N70 SCRIPPS HOSPITAL RECORD FROM: RECORD OF SURVEY 18416 ELEVA770N.• 173376 DATUM. NA W88 SCALE HORIZONTAL AS NOTED VERTICAL N/A SPECIAL DISTRICT APPROVAL DESIGNED BY: LD BM DRAWN BY. L PLANS PREPARED UNDER s� BRENT C. MOORE CHECKED BY SUPERVISION OF DATE: 1 14C//G R.C.E. NO.: 59121 EXP. 6 -30-17 Z I\ ENGINEERING DIVISION APPROVALS /VS AA J - — / ✓ D » MASIH MAHER GLENN PRUI 1129 16 28 t DATE. • DATE: CONSTRUCnoN NOTES• 11 CONSTRUCT CONCRETE FOOTPATH (OR EQUIVALENT FINISHED SURFACE) W97H 2% CROSS -FALL AWAY FROM HOUSE SEE ARCHITECAIRAL PLANS FOR FIN /SHED SURFACE DETAILS AND SPECS REVA7701VS SHOWN PER PLAN. FIMSHED GRADE SHALL MATCH FINISHED SURFACE ELEVA77ONS AT INTERFACE. 1Q GRADE AREA TO DRAIN AWAY FROM HOUSE TO RUBENSTEIN AVENUE. ELEVA770NS SHOWN PER PLAN. © GRADE AREA TO DRAIN TO VEGETATED SWALE. ® CONSTRUCT ff WTA 7ED SWALE PER DETAIL SHEET 2 CONTRACTOR SHALL UNDERCUT SWALE BY 3 INCHES TO ALLOW DEPTH FOR GORILLA HAIR MULCH SEC7701V SHOWN PER DETAIL. ELEVATIONS SHOWN PER PLAN AT TOP OF MULCH LA7ER. ® EXIS77NG IORREY PINE TO BE PROTECTED IN PLACE. THE ONLY GRADING TO OCCUR IN THIS AREA lS FOR THE DRIVEWAY AND VEGETATED SWALE WHERE SHOWN. © CONSTRUCT HARDSCAPE/SIEPS PER ARCH17EC7URAL PLANS EL£VA770NS MOWN PER PLAN. 1© C01VS7RUCT FENCE W9TH GATE PER ARCHITECTURAL PLANS. 1® CONSTRUCT ARCHIIEC711RAL S17E WALL PER ARCHITECTURAL PLANS. 99 CONSTRUCT ARCHITECTURAL SEAT WALL PER ARCHITECTURAL PLANS ® PR07ECT EXIS77NG WOOD FENCE IN PLACE. IF WOOD FENCE NEEDS TO BE REMOVED IN ORDER TO CONSTRUCT PROPOSED GRADING AND IMPROVEMENTS; THEN CONTRACTOR SHALL REPLACE IN KIND OR BETTER TO THE SA77SFAC770N OF 7HE OWNER. ® EXIS77NG TORREY PINE TO BE PRO TECIED IN PLACE. 771E ONL Y GRADING 70 OCCUR IN THIS AREA IS FOR THE VEGETATED SWALE AS SHOWN. © 7RAN,97701V FLOKINE OF SWALE FROM TRIANGULAR SWALE TO TRAPEZOIDAL CHANNEL W17H X WIDE BOTTOM WD 771. ELEVA770NS SHOWN PER PLAN. CONSTRUCT DEEPENED EDGE OF FOOT PA 7H PER DETAIL SHEET 2 ® GRADE AREA TO DRAIN AWAY FROM HOUSE AND TOWARDS F007PATH AND VEGETATED SWALE. £LEVA7701VS SHOWN PER PLAN. © CONSTRUCT SINGLE - FAMILY HOME AND ATTACHED COVERED PA770 DN STEM WALL SYSTEM WITH CRAWL SPACE FLOOR AT ELEVA770N 185.0. SEE ARCHITECTURAL AND S7RUC7URAL PLANS FOR DETAILS AND SPECS ® CONSTRUCT 6° WIDE BY 12" DEEP CONCRETE MOW CURB (520 -C -2500 CONCRETE) AT OUTER EDGES OF DRIVEWAY. © C01VS7RUCT 12° THICK SEC770N OF D.G. PAVEMENT. £LEVA770VVS SHOWN PER PLAN. ® CONSTRUCT 5 112° PCC PAVEMENT (MODULUS OF RAPTURE OF 600 PSI MIN) OVER 6" CLASS 1/ BASE. £LEVA7701VS SHOWN PER PLAN. ® CONSTRUCT 3° THICK D.G. FOOT PATH WITH UNDERLYING WEED BARRIER (OR EQUIVALENT). SEE ARCHITECTURAL PLANS FOR DETAILS AND SPECS ELEVA770NS SHOWN PER PLAN. ® CON57RUCT 10° SEC770N OF 9. G. PAVEMENT. ELEVA770NS SHOWN PER PLAN. C." OF ENMffA3 GRADING PLAN FOR: PLANNING CASE: 14 -240 CDP 28441 Rancho California Rd, Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 PUBLIC WORKS DEPARTMENT �OvESS /ONq C. .ljo F ti Q� oy c No. 59121 Exp. 6 -30 -17 srgTf C/ V 1\' \F��\� OF C K\ DRAWING NO. 0 0 m 3 1-j 0 0 0 o^ ti00 h � h �a a o HALL RESIDENCE 1202 0 -G 1325 RUBENSTEIN AVENUE a Iu APN 260 - 074 -02 and 03 SHEET 3 OF 7 ,1 N ti COVENANT HOLDING CITY OF ENCINITAS HARMLESS FO ROSS -LOT DRAINAGE RECORDED �f/Z016 AS F/P N0. 2011- 00012 I - O.R. C4 n �i e 1 /, �i, ,, /_ , x., ✓� / /ii /r j /�� / j F 1 .7 M.E. ..• ! G �/ -� - ° F�� 4.2 `�7 ° ! FG 1836 S a .� a ° FS/FC 186.15. -� � F G 184.p 5 FG/FS 182.% ° ° d �6 FS 1815 .FS 184.27 fS a CJ ° ° a a ° ° ° 7C ffS 5 J18B44..41f0 5 8 5 h . ! \ ?, ° Q e- 1 FG.1B.9 dd 1 >> SURGE ° d e a a �s r. i a a FS c 18455 TANK ° 16 1 815 ` p 16 FS 184 5 ° a °% / /F ° SWR Cg, a �. r a - 4 184. I GUESTb 185.7J f O % - a i 18485 HOUSE F ` S G 186 30 © ©� N SW*YING G 184.30 -° H.P. 0 = _ y, F� 18564 s PE' ^ i SPOOL 0 1 0 a ° 5.10 ..• // i d' ° 91- u F 1 85 0 FG FS 18550 _ r FC 184.8 i A M . �.i ° n •e➢ ca � nP� u / � 4 Tw I I 216 d 15 �•- S 841 F d � I TI S 184.1 1 ! FG' ° °\c, `�( / �LDI' VARIES a /! FG 4 1 0 3 ' .. ,,�•�" 1� ° GARAGE ° 5 0 ° ° F ° r, r ° ©, n FGA �cr _ �r_ �l rn CHANGE NO. 0 5 10 20 30 GRAPHICAL SCALE Y PERMANENT POST CONSIRU07701V BMP 81CRE7FN770N BASIN NOT TO BE ALTERED WITHOUT CITY PERMIT NOTE' GRASS AND LANDSCAPE AREAS DESIGVATED FOR STORM W17ER POLLU7701V CONTROL SHALL NOT BE MODIR£D W17HOUT A PERMIT FROM 771E CITY OF ENCNTAS \ I NOTE' CONTRACTOR TO DEMOLISH, REMOVE AND PROPERLY DISPOSE OF OFFS17F ALL EXIS77NG S7RUC7URES HARDSCAPE, LANDSCAPING AND IRRIGA77ON WITHIN THE LIMITS OF WORK UNLESS 07HERWSE NO70. V7RACTOR SHALL ADJUST ALL EXIS77NO AND PROPOSED 'LITY RIMS TO FINISHED GRADE/FIN/SYHED SURFACE EXCEF 71IN THE BIOREAEN77ON BASINS, UNLESS OTHERWISE NOT CAUTION ! THE LOCA7IOV OF THE EXIS77NG U77LI77ES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VFRIR7ED BY THE CONTRACTOR PRIOR TO C01VS77?UC77ON. DESCRIPTION APPROVED DATE BENCH MARK SCALE DESCRIP770N.•CITY OF ENCINITAS BENCH MARK N0. 1048 ('ENC -48") LOCA77ON.• BRASS DISC IN INLET ON NORTH SIDE HORIZONTAL AS NOTED SANTA F£ DR., NE RETURN IN70 SCRIPPS HOSPITAL RECORD FROM: RECORD OF SURVEY 18416 ELEVATION.• 173.376 LA7UM. NAVD68 I VERTICAL N/A 9 .n, kw QRpFESSIpa� dade COWNU070N NOTFS• o �� wil " Fpg, � ® © GRADE AREA TO DRAIN TO IfGETA7ED SWALE. ° ©, n FGA �cr _ �r_ �l rn CHANGE NO. 0 5 10 20 30 GRAPHICAL SCALE Y PERMANENT POST CONSIRU07701V BMP 81CRE7FN770N BASIN NOT TO BE ALTERED WITHOUT CITY PERMIT NOTE' GRASS AND LANDSCAPE AREAS DESIGVATED FOR STORM W17ER POLLU7701V CONTROL SHALL NOT BE MODIR£D W17HOUT A PERMIT FROM 771E CITY OF ENCNTAS \ I NOTE' CONTRACTOR TO DEMOLISH, REMOVE AND PROPERLY DISPOSE OF OFFS17F ALL EXIS77NG S7RUC7URES HARDSCAPE, LANDSCAPING AND IRRIGA77ON WITHIN THE LIMITS OF WORK UNLESS 07HERWSE NO70. V7RACTOR SHALL ADJUST ALL EXIS77NO AND PROPOSED 'LITY RIMS TO FINISHED GRADE/FIN/SYHED SURFACE EXCEF 71IN THE BIOREAEN77ON BASINS, UNLESS OTHERWISE NOT CAUTION ! THE LOCA7IOV OF THE EXIS77NG U77LI77ES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VFRIR7ED BY THE CONTRACTOR PRIOR TO C01VS77?UC77ON. DESCRIPTION APPROVED DATE BENCH MARK SCALE DESCRIP770N.•CITY OF ENCINITAS BENCH MARK N0. 1048 ('ENC -48") LOCA77ON.• BRASS DISC IN INLET ON NORTH SIDE HORIZONTAL AS NOTED SANTA F£ DR., NE RETURN IN70 SCRIPPS HOSPITAL RECORD FROM: RECORD OF SURVEY 18416 ELEVATION.• 173.376 LA7UM. NAVD68 I VERTICAL N/A 9 .n, kw �1��F�•• ��Si�121��Si�i��1�j 4�1��i�1�Si�V�1��•1 Y��• ••�!�•�I��S1 11 %igL�?. ii} �i�l° i' �I�a •��1•�•i'a1�j�1.1•ir•�� •��Ir�al�i ��r !� M, ��4' �it�! ��. �► Y• �t��+ �` �• 5�' il�t' 1wj[• �"+!• �'[t r11��i�1� }b�- s��Ti%r= ��,7��1`�� •�.Rto •�••- �i -,�_. .� .�..7 J1�., �t,+�y.�n j ��:►1:�+'•�� firs •�.�I•�I �• ��•��•�•�• ��ri• rte•) i•�,i }�•��•� ♦vim -�� • • �•1� • , , , • • • 1 i , �•, t 1 i . DIVISION , • , . PLANS PREPARED UNDER; I OF RECOMMENDED: '• I� 1 O• i e- OO- ' D. TE. DA TE. PLANNING CASE. 14-240 CDP ° QRpFESSIpa� dade COWNU070N NOTFS• o © GRADE AREA TO DRAIN TO IfGETA7ED SWALE. o ® CONSTRUCT VEGETATED SWALE PER DETAIL SHEET 2 CONTRACTOR .MALL UNDERCUT SWALE BY 3 INCHES TO �1 Exp. 6 -30 -17 ° Temecula, CA 92590 ALLOW DEPTH FOR GORILLA HAIR MULCH SEC7701V SHOWN PER DETAIL. ELEVA7701VS SHOWN PER PLAN AT TOP a � 0 OF C K\0 OF MULCH LAYER. o d PUBLIC WORKS DEPARTMENT © EVS77NG 7ORREY PINE TO BE PROTECTED IN PLACE. THE ONL Y GRADING TO OCCUR IN THIS AREA IS FOR 7HE ° a DRVEWAY AND VEGETATED SWALE WHERE SHOWN. HALL RESIDENCE 12620 -G 1325 RUBENSTEIN AVENUE ro © CONSTRUCT HARDSCAPE/STEPS PER ARCHITECTURAL PLANS ELEVA77OVS SHOWN PER PLAN. 7 /!' ® CONSTRUCT FENCE WITH GATE PER ARCHITECTURAL PLANS. ® CONSTRUCT ARCH17EC7URAL S17E WALL PER ARCHITECTURAL PLANS i PROTECT EXISTING WOOD FENCE IN PLACE. IF WOOD FENCE NEEDS TO BE REMOVED IN ORDER TO CONSTRUCT PROPOSED GRADING AND IMPROVEMEN7S THEN CON7RAC70R SHALL REPLACE IN KIND OR BETTER TO 7HE ' SA ASFAC770N OF 7HE OWNER © TRANS177ON FLOWLINE OF SWALE FROM TRIANGULAR SWALE TO 7RAPEZ019AL CHANNEL WITH 3' WIDE BOT70M WT07H. ELEVATIONS SHOWN PER PLAN. 0 ® CONSTRUCT 6" WIDE BY 12" DEEP CONCRETE MOW CURB (520 -C -2500 CONCRETE) AT OUTER EDGES OF DRIVEWAY. UZI Q CONSTRUCT 12" THICK SEC77ON OF D. G. PAVEMENT. ELEVA710NS SHOWN PER PLAN. On ® CONSTRUCT 5 112" PCC PAVEMENT (MODULUS OF RAPTURE OF 600 PSI MIN) OVER 6° CLASS 1/ BAS£. ELEVA7701VS SHOW PER PLAN. ® CONSTRUCT 3" THICK L. G. FOOT PATH W17H UNDERLYING WELD BARRIER (OR EQUIVALENT). SEE ARCI7ECTURAL PLANS FOR DETAILS AND SPECS. ELEVAAONS SHOWN PER PLAN. ® INSTALL 6" 7HICK SEC77OV OF 3 INCH MINUS RIVER ROCK OR EQUIVALENT AT SWALE OUTLETS AND 7RANS1170N PON7S WHERE SHOWN. CON7RACTOR SHALL UNDERCUT SWALE TO ALLOW DEPTH FOR RVER ROC. EZEVA770NS SHOWN PER PLAN AT 7OP OF ROCK LAYER. ® CONSTRUCT S7FEL REINFORCED SIDEWALK UNDERDRA /N PER DETAIL SHEET 2 LLEVA770VVS SHOWN PER PLAN. I ® CONSTRUCT BIORETENAON BASIN 1 PER DETAIL SHEET 2. APPROXIMATE BASIN DIMENSYONS ARE 24.5° X 11.0: MIN /MUM SURFACE AREA TO BE MAINTAINED BY PROPERTY OWNER IS 271.2 SQUARE FEET. ELEVA TONS SHOWN PER PLAN. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU77ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS CONSTRUCT DEEPENED EDGE ON CONCRETE HARDSCAPE. SEE DETAIL SHEET 2 AND SEE ARCH 17EC7U5AL157RUC7URAL PLANS FOR A9917701VAL DETAILS. ® CONSTRUCT DEEPENED EDGE ON CONCRETE DRIVEWAY PER DETAIL SHEET 2 ELEVA770AIS SHOWN PER PLAN. © CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -1. ELEVATIONS SHOW PER PLAN. ® CONSTRUCT 18" X 18" CATCH BASIN FOR BIORE7EN7701N BASIN 1 PER DETAIL SHEET 2. £LEVA77O✓S SHOWN PER PLAN AND SHEET 6. A 0.88" DIAMETER FLOW CONTROL ORIFICE TD BE INSTALLED AT EACH A/ ! PERFORATED DRAIN CONNECTION TO BOX PER DETAILS SHEET 2 ® CONSTRUCT WET WELL WITH SUMP PUMP FOR STORM DRAINAGE PER DETAIL SHEET 2. I N11, ® INSTALL 40'X 3.5' X 18" 5EC77ON OF 3 -INCH MINUS RIVER ROCK AT FORCEMAIN/PERFORATED PIPE OUTLET PER DETAIL THIS SHEET. PROTECT EA7577NG PROPERTY LINE fENCE IN PLACE. / ® 0611137RUCT 10" THICK SEC770N OF D.G. PAVEMENT ELEVATIONS SHOWN PER PLAN. ® CONSTRUCT DEEPENED, VARIED HEIGHT CONCRETE CURB PER G -1. ELEVA770NS SHOW PLR PLAN. DEEPEN CONCRETE CURB BY 6" FOR STANDARD SHOWN ON G -1. ® CONSTRUCT BIORETEN77ON BASIN 2 PER DETAIL SHEET 2. APPROX /MATE BASYN DIM£NSONS ARE 280' X 15.0: MINIMUM SURFACE AREA TO BE MAINTAINED BY PROPERTY OWNER IS 409.7 SQUARE fFET. EL£VA710NS SHOWN PER PLAN. GRASS AND LANDSCAPE AREAS DESIGNA7ED FOR STORM W4 757 POLLUTION CONTROL SHALL NOT BE MODIRED W17HOUT A PERMIT FROM THE CITY OF ENCINITAS ® CONSTRUCT 18" X 18° CATCH BASIN FOR BIOREIENAON BASIN 2 PER DETAIL SHEET 2. ELEVA77ONS SHOWN PER PLAN AND SHEET 6. A 1.09" DIAME7ER fLOW CONTROL ORIFICE TO BE INSTALLED AT EACH PERFORATED DRAIN CONNEC770N 70 BOX PER DETAILS SHEET 2 G y ® CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -2. ELEVA7IONS SHOWN PER PLAN. ® ANY DEMOLITION, REMOVAL OR ALTLRA77ON TO THE EXISTING BLOCK WALL (EAST SIDE- CITY PARK) SHALL REQUIRE WRITTEN AUTHORIZA7/ON FROM CITY PARKS AND RECREA77ON DEPAR7M£NT i ® CONSTRUCT 6" 1H /C( BY 120 DEPTH DEEPENED EDGE ON CONCRETE PAVEMENT W91HlN 7HE LIMITS OF THE SWALE AT THE VEGETATED SWALE /CONCRETE WERFACE. i ® CONSTRUCT CONCRETE FOOT PA 7H. SEE ARCHITECTURAL PLANS FOR RNISHED SURFACE DETAILS AND SPECS %i - ELEVATIONS SHOWN PER PLAN. FINISHED GRADE SHALL MATCH FINISHED SURFACE ELEVATIONS AT INTERFACE. �1��F�•• ��Si�121��Si�i��1�j 4�1��i�1�Si�V�1��•1 Y��• ••�!�•�I��S1 11 %igL�?. ii} �i�l° i' �I�a •��1•�•i'a1�j�1.1•ir•�� •��Ir�al�i ��r !� M, ��4' �it�! ��. �► Y• �t��+ �` �• 5�' il�t' 1wj[• �"+!• �'[t r11��i�1� }b�- s��Ti%r= ��,7��1`�� •�.Rto •�••- �i -,�_. .� .�..7 J1�., �t,+�y.�n j ��:►1:�+'•�� firs •�.�I•�I �• ��•��•�•�• ��ri• rte•) i•�,i }�•��•� ♦vim -�� • • �•1� • , , , • • • 1 i , �•, t 1 i . DIVISION , • , . PLANS PREPARED UNDER; I OF RECOMMENDED: '• I� 1 O• i e- OO- ' D. TE. DA TE. PLANNING CASE. 14-240 CDP ° QRpFESSIpa� dade No, 59121 w v 28441 Rancho California Rd., Suite 100 �1 Exp. 6 -30 -17 Temecula, CA 92590 sr C 1 V 1� �� 9jf a Ph. (951) 587 -2020 0 OF C K\0 PUBLIC WORKS DEPARTMENT DRAWING NO. ° a h - �Ua HALL RESIDENCE 12620 -G 1325 RUBENSTEIN AVENUE ARN 260 - 074 -02 and 03 SHEET 4 OF 7 NO7E:- THE FOLLOWING LANDSCAPING PLANT MA7ERIAL PALETTE SHALL BE INSTALLED WITHIN THE PUBLIC RIGHT- OF-WAY AGAPE BLUE GLOW /AGAVE - 5 GALLON AGAVE 'VICTORIAE REUNEA' /AGAVE - 5 GALLON ALOE SPECIES / CORAL ALOE - 5 GALLON S7RELI7ZIA RE6YNAE /BIRD OF PARADISE - 5 GALLON CIS77JS /PURPLE ROCKROSF - 5 GALLON KNIPHOFIA UVARIA 1 / RED HOT POKER - 5 GALLON PHORMIUM MNAX AMAZING RED'/ DWARF RED fLAX - 5 GALLON fESWA ELIJAH' BLUE / BLUE fESCUE - 1 GALLON GROUND COVER: TAN COLORED STABILIZED D.G. ACCENT BOULDERS: SEVERAL TAN COLORED ANGULAR STONE BOULDERS 24" TO 30" SIZE AT RANDOM LOCA770AIS IRRIGA77ON TECHNIQUE' DRIP SYSTEM WITH LOW FLOW EMITTERS TO EACH PLANT WITH D.G. COVER SCALE 0 5 10 20 30 GRAPHICAL SCALE X CURB DATA NO I DELTA OR BRG. RADIUS LENGTH REMARKS 1 N 177441" W 24.13' 4" AC BERM 1 N 7842'10" E 6.00' 6" X 16° FLUSH CURB 3 N 1177'50" W 69.77' 60 X 16" FLUSH CURB 4 N 7842'10" E 10 6.00' 6" X 16" FLUSH CURB 5 N 1177'50" W 69.77' 6" X 16" of CURB 6 N 0273'46" W f QF C N0 16.16' 4" AC BERM 13+50 14 +00 n 0 0 U) CN W Qo Q CC.-) Q Z 2' R -0 W DEDICA77ON TO BE GRANTED W > oo 3 2 TO; -CITY OFEj CjV7TAS PER DOCUMENT , �., __.... .... , _.;,_y W W - v:- D W RECORDED � Ze1y AS F/P N0. w w 4 p 2086 O.R. °' - jfy 3 YE i �W ,,, W / j W 9 .... N .... ...... .,�„�, ... ....... _.. .r ..... .............._..._.._, l._......_ ._.._. ... _.... .......__ �i .... _. ... ............................... „ ._ . 4% ..... .,..._,....,,..,,, „,,,,,...,,,,,,.,,,,,,,,,,,,,, ,,,,, _ - ........ � mm �„ . ..... _., ,,,,, ........ V i i nI N ... ......._. _. _ ........ .._ ._. .w .... _ _. _. .,. ............ `O �,°_ °mj� a�'� _.. �e -- _ .._ __. __ _ _... Q �o� Q Q is i` hoF Doti _ ... CAUnoN 11 OVERHEAD ELECTRICAL LINES CONTRACTOR TO USE EXTREME CAUTION NEAR OVERHEAD LINES SEE SRIEETS 3 & 4 FOR ON -5I7E PRECISE GRADING F SHEETS 6 FOR HORIZONTAL CONTROL/PRIVATE U77LITY PLAN CONTRACTOR SHALL ADJUST ALL EAISDNG AND CAUTION ! 7HE LOCATION OF 771E EXIS77NG U77LI77ES PROPOSED U77LITY RIMS 70 FINISHED GRADE/ ON THESE PLANS ARE APPROXIMATF AND FINISHED SURFACE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COIVSTRUC77ON. CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK SCALE D£SCRIP770N.•CITY OF ENCINITAS BENCH MARK NO. 1048 ("ENC -48”) LOCA770N.• BRASS DISC IN INLET ON NORTH 570E HORIZONTAL AS NOTED SANTA fF DR., NE RETURN INTO SCRIPPS HOSPITAL RECORD FROM: RECORD OF SURVEY 18416 VER -RCA, AS NOTED ELEVATION.• 173.376 DA7UM.• NA W88 IN Q �f ... ... ...... 14 +50 .. QZ i I5 W y. V 1 5f00 SAKVT LIKE 1.5m AC PA 14NG 21 4' BELGARD AQUABR /C 4" AC PAWING OR EQUIVALENT Iw 4" M!N 5% 2 I I I _-- . EXIS77NG 6X16" PCC fLU,5H CURB PAVING =:F 6 7 JJ ;CLASS BASE O O. w 6 °X16" PCC FLUSH CURB o O o AT EDGE OF PAVING -. WD/D FILLER - 1 /B° TO 3/8° (N0. 80 AGGREGA 7E IN VvIDS (lYP) _ BEDDING COURSE - 2" 7HICK OF 1/8" SOIL 571B04ADE TO 318" (NO. 8) AGGREGATE CHOKER COURSE - 4" THICK OF 3/8" TO 112° (NO, 57) CRUSHED ROCK MINIMUM 6" ]HICK OF 3/4° CRUSHED ROCK DETAIL: PERVIOUS PAVERS IN PUBLIC R -O -W NOT TO SCALE NOTES: -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT E7C) -THE PAPERS SHALL NOT BE 5FALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE WIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER UNDER OR Rt 7ER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN H16HLY EXPANSIVE SOIL - SUBDRA/N MAY BE REQUIRED PLAN7ER AREA 12 2X- .._.__ AC PAVEMENT - CLASS 1! BASF DETAIL: AC BERM STRUCTURAL SECTION NOT TO SCALE NOTES- -PG-70-10 GRADE ASPHALT TO BE USED FOR AC BERM -AC BERM MAYBE SHAPED AND COMPAC7E0 NTH AN EX7RUSION MACHINE OR OTHER EQUIPMENT CAPABLE OF SHAPING AND COMPAC77NG THE MATERIAL TO THE REQUIRED CROSS- SECTTON. CONS7RUC110N NOTES• 01 SAWCUT LINE ® REMOVE AND PROPERLY DISPOSE OF Off SITE EXIS77NG REDWOOD HEADER 30 RELOCATE EXIS77NG FLAG POLE OUTSIDE OF PROPOSED R -O-W. CONTRACTOR TO COORDINAIF W77H OWNER FOR LOCATION. ® REMOVE AND PROPERLY DISPOSE OF OFFSITF POR7701V OF EXI577NG SPLIT RAIL FENCE ADJACENT TO PROPERTY FRONTAGE O RELOCATE ENSIING MAIL BOX BEHIND PROPOSED CURB. LOCAPON TO BE DE7ERM/NED IN 771E FIELD TO THE .SA77SFAC77ON OF THE OWNER. © REMOVE AND PROPERLY DISPOSE OF OfIS17E EXIS77NG AC DRIVEWAY 07 CONSTRUCT CONCRETE BAND {49TH 5.5" PCC CONCRE7E OVER 6° OF CLASS II AGGREGATE BASF ( *). ELEVA77ONS SHOWN PER PLAN. © CONSTRUCT CONCRETE 57DEWALK W91N 4 "' PCC CONCRETE ON NA71WE ( *). ELEVA77ONS SHOWN PER PLAN. 90 CONSTRUCT CONCRETE PERVIOUS PAVERS PER DETAIL THIS SHEET TO IRE SABSFAC77ON OF THE CITY ENGINEER ELEVA7701VS SHOWN PER PLAN. ® IR£NCH RESURFACING PER SDRSD G -24A 11 WATER DISTRICT TO UPSTZE EXIS77NG 314" WATER SERVICE TO 1" DUAL DOMES77CIRRE WATER SERVICE WITH 314 DOMES77C METER AND 1 FIRE MEIER PER WAS WS -09 AND WC -17 AT OWNERS EXPENSE. ( *) THE ABOVE MEN77ONED SECTION IS FOR PRELIMINARY DESIGN AND SHALL BE CONFIRMED BY THE OEOTECHNICAL ENGINEER OF RECORD BY FINAL TES77NG AND OBSERVATION 50' 1 12' 13 13 12' 1 SITE SLOPE SLOPE VARIES t• '' ot SLq VARIES LO 0 0 m Ln 0 LD LD cc M 3�+ O PLAN RUBENSTEIN AVENUE V No. 59121 N h 0 28441 Rancho California Rd., Suite 100 Ex 6 -30 -17 4< P SCALE.' u= l� m 10 � off^ Ph. (951) 587 -2020 f QF C N0 r� o SPECIAL DISTRICT APPROVAL DESIGNED By' LD BM � — LD ° a, a ENGINEERING DIVISION APPROVALS CITY OFff4MITAS PUBLIC WORKS DEPARTMENT DRAWING NO. .. QZ i I5 W y. V 1 5f00 SAKVT LIKE 1.5m AC PA 14NG 21 4' BELGARD AQUABR /C 4" AC PAWING OR EQUIVALENT Iw 4" M!N 5% 2 I I I _-- . EXIS77NG 6X16" PCC fLU,5H CURB PAVING =:F 6 7 JJ ;CLASS BASE O O. w 6 °X16" PCC FLUSH CURB o O o AT EDGE OF PAVING -. WD/D FILLER - 1 /B° TO 3/8° (N0. 80 AGGREGA 7E IN VvIDS (lYP) _ BEDDING COURSE - 2" 7HICK OF 1/8" SOIL 571B04ADE TO 318" (NO. 8) AGGREGATE CHOKER COURSE - 4" THICK OF 3/8" TO 112° (NO, 57) CRUSHED ROCK MINIMUM 6" ]HICK OF 3/4° CRUSHED ROCK DETAIL: PERVIOUS PAVERS IN PUBLIC R -O -W NOT TO SCALE NOTES: -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT E7C) -THE PAPERS SHALL NOT BE 5FALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE WIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER UNDER OR Rt 7ER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN H16HLY EXPANSIVE SOIL - SUBDRA/N MAY BE REQUIRED PLAN7ER AREA 12 2X- .._.__ AC PAVEMENT - CLASS 1! BASF DETAIL: AC BERM STRUCTURAL SECTION NOT TO SCALE NOTES- -PG-70-10 GRADE ASPHALT TO BE USED FOR AC BERM -AC BERM MAYBE SHAPED AND COMPAC7E0 NTH AN EX7RUSION MACHINE OR OTHER EQUIPMENT CAPABLE OF SHAPING AND COMPAC77NG THE MATERIAL TO THE REQUIRED CROSS- SECTTON. CONS7RUC110N NOTES• 01 SAWCUT LINE ® REMOVE AND PROPERLY DISPOSE OF Off SITE EXIS77NG REDWOOD HEADER 30 RELOCATE EXIS77NG FLAG POLE OUTSIDE OF PROPOSED R -O-W. CONTRACTOR TO COORDINAIF W77H OWNER FOR LOCATION. ® REMOVE AND PROPERLY DISPOSE OF OFFSITF POR7701V OF EXI577NG SPLIT RAIL FENCE ADJACENT TO PROPERTY FRONTAGE O RELOCATE ENSIING MAIL BOX BEHIND PROPOSED CURB. LOCAPON TO BE DE7ERM/NED IN 771E FIELD TO THE .SA77SFAC77ON OF THE OWNER. © REMOVE AND PROPERLY DISPOSE OF OfIS17E EXIS77NG AC DRIVEWAY 07 CONSTRUCT CONCRETE BAND {49TH 5.5" PCC CONCRE7E OVER 6° OF CLASS II AGGREGATE BASF ( *). ELEVA77ONS SHOWN PER PLAN. © CONSTRUCT CONCRETE 57DEWALK W91N 4 "' PCC CONCRETE ON NA71WE ( *). ELEVA77ONS SHOWN PER PLAN. 90 CONSTRUCT CONCRETE PERVIOUS PAVERS PER DETAIL THIS SHEET TO IRE SABSFAC77ON OF THE CITY ENGINEER ELEVA7701VS SHOWN PER PLAN. ® IR£NCH RESURFACING PER SDRSD G -24A 11 WATER DISTRICT TO UPSTZE EXIS77NG 314" WATER SERVICE TO 1" DUAL DOMES77CIRRE WATER SERVICE WITH 314 DOMES77C METER AND 1 FIRE MEIER PER WAS WS -09 AND WC -17 AT OWNERS EXPENSE. ( *) THE ABOVE MEN77ONED SECTION IS FOR PRELIMINARY DESIGN AND SHALL BE CONFIRMED BY THE OEOTECHNICAL ENGINEER OF RECORD BY FINAL TES77NG AND OBSERVATION 50' 1 12' 13 13 12' 1 SITE SLOPE SLOPE VARIES t• '' ot SLq VARIES LO 0 0 m Ln 0 LD LD cc M 3�+ O PLAN RUBENSTEIN AVENUE No. 59121 N h 28441 Rancho California Rd., Suite 100 Ex 6 -30 -17 4< P SCALE.' u= l� Temecula, CA 92590 sfgT C 1 V 1 V Ph. (951) 587 -2020 f QF C N0 r� ti.�a• SPECIAL DISTRICT APPROVAL DESIGNED By' LD BM DRAWN BY LD CHECKED BY BM ENGINEERING DIVISION APPROVALS CITY OFff4MITAS PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APP OVE IMPROVEMENT PLAN FOR: C v a DATE: , ®� ®® RUBENSTE /N A VENUE 12620 -G S° R.C.E. NO.: 59121 MASIH MAHER GLENN PRUIM STA 13+6662 TO 14+76.36 �� BRENT C. MOORE G /�L81 /L v 6 _ EXP. 3n_17 DATE: Dfi� PLANNING CASE: 14 -240 CDP SHEET 5 OF 7 i 0 10 20 40 "W09 IM I GRAPHICAL SCALE SEE SHEE75 3 AND 4 FOR ON -ST7E PRECISE GRADING CAUTION ! THE LOCA77ON OF THE EXIS77NG U77IJ77ES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIRED BY THE CONTRACTOR PRIOR TO CONSTRUCTION CHANGE NO. DESCRIPTION SEE SHEET5 FOR IMPROVEMENTS WITHIN PUBLIC RIGHT - -OF -WAY FOR RUBEN57FIN AVENUE C0N7RAC70R SHALL AD.6ST ALL EXISTING AND PROPOSED UTILITY RIMS 70 RNIWED GRADE/ RNISHED SURFACE EXCEPT WITHIN THE BIORETEN7701V BASINS T — — 2�— T > — IF IN= 176.50(8 ") BOTTOM= 175. 10 WO ANT 14a MC Off O EWNTAS TG HANMEST FOR 55 -(OT LIPMNAf£ RfCgYlkD AS h/P NO 20!$1 OR.. -`l 1111EEE aC VAMLS DATA PRIVATE NO DELTA OR BRG. RADIUS LENGTH REMARKS E 178.00 1 N5677'50'W 17.7 ' 4" PVC SYIR -35 20$ 2 N7834'070E `n 95.24' 4" PVC SDR -35 MAX 3 N7834'07°E N75772'04 "W 50.26' 2' PVC SCH 80 11RUI =1B3, Y T L 12.60' 2 2' PVC SCH 80 6 5 1P =180.7 4" PVC SDR -35 PERF 66.50' 1 4" PVG -3 2.OX 3 N2277110T - 1 44.29' 14ff PVC SDR -35 2. OX IE= 17890 N7842'10'E — YAFIf^S N <X > SEWER DATA PRIVATE NO DELTA OR BRG. RADIUS LENGTH REMARKS SLOPE 1 N5677'50'W 17.7 ' 4" PVC SYIR -35 20$ 2 N7834'070E `n 95.24' 4" PVC SDR -35 MAX 3 N7834'07°E N75772'04 "W 50.26' 2' PVC SCH 80 1.21% 4 Y T L 12.60' 2 2' PVC SCH 80 6 5 N7842'101E 4" PVC SDR -35 PERF 66.50' 1 4" PVG -3 2.OX 6 N2277110T 1 1 44.29' 14ff PVC SDR -35 2. OX 7 N7842'10'E 1 1 5.00' 4" P MR-J5 '12. OX 8 N5357'40V 1 4" PVC SDR -35 1 2. OX ,/ / � M <X > SEWER DATA PRIVATE NO DELTA OR BRG. RADIUS LENGTH REMARKS SLOPE 1 N5677'50'W 3.59f. 3122' 4" PVC SYIR -35 20$ 2 N7834'070E 3 95.24' 4" PVC SDR -35 20$ 3 N7834'07°E N75772'04 "W 50.26' 2' PVC SCH 80 1.21% 4 N42:111081W 12.60' 68.77' 2' PVC SCH 80 6 5 N7842'101E 4" PVC SDR -35 PERF 66.50' 1 4" PVG -3 2.OX 6 N2277110T 1 1 44.29' 14ff PVC SDR -35 2. OX 7 N7842'10'E 1 1 5.00' 4" P MR-J5 '12. OX 8 N5357'40V 1 155. 00' 4" PVC SDR -35 1 2. OX *SEWER FORCE MAIN APPROVED DATE BENCH MARK SCALE DESCRIPTION: CITY Cr- ENCINITAS BENCHMARK NO. 1048 (ENC -48 ) LOCA77CW.• BRASS DISC IN INLET ON NORTH SIDE HORIZONTAL AS N07ED SANTA FE DR., NE RETURN INTO SCRIPPS HOSI%TAL RECORD FROM.• RECORD OF SURVEY 18416 UrDT,CAL N/A ELEVA7TON.• 173.376 DATUM.• NAVD88 I lE IN =17664 BOTTOM= 17510 i 1, k J 3 Q SLay DRAIN DATA` PVT NO. DELTA OR BRG. LENGTH REMARKS SLOPE 1 N1537'48"W 25.04' 8-PVC SDR -35 3.59f. 2 N2433'04 "W 16.28' 8" PVC SDR -35 120% 3 N487246'W 7.76' 1-112- PVC SDR -40 4 N75772'04 "W 1165' 4' PVC SDR -35 PERF 1.21% 5 N7517704 "W 12.60' 4" PVC SDR -35 PERF I 0.86X 6 N75'44'01 "W 659' 4" PVC SDR -35 PERF 1.16X 7 N7544'01'W 11.46' 4' Ply SDR -35 PERF 0.87X 8 1 N783324 £ I 30.00'` 4' PVC SDR -35 PERF 0. OUT *FORCE MAIN SPECIAL DISTRICT APPROVAL DESIGNED BY LD BM I DRAWN BY LD CHECKED BY.• BM PLANS PREPARED UNDER THE SUPERVISION OF DA T: 11CII R.C.E. NO.: 59121 BRENT C. MOORE I EXP. 6 -30 -17 L.Et�END� PROPERTY LINE/ PROJECT BOUNDARY O10' CURB ( PVT) .................................................. SOG - 150........................ ............................... 0 5 112" PCC PAVEMENT OVER 6' CLASS Il BASE ...................... (9..... ............................... CONCRE7E SHALL BE 600 PSI MIN MODULUS AND RAPTURE O3 12" DECOMPOSED GRANITE PAVE MENT ........ ............................... �9...... ............................... ® 18'X18' CATCH BASIN ( PVT) .. ............................... ............................SEE DETAIL. SHEET 2._... 5 SEWER SURGE TANK ( PVT) ................................................................ SEE PLUMBING PLANS ....... ............................... © 4' DIAMETER WET KELL (STORM DRAIN) ( PVT) .. ............................... W.ArMk. WET 2..... O7 4' PVC SEWER LATERAL (PVT) . ................. OS- 102 /1Q. SOS,. f05,,,SOS -108„ SDS .110(Cf .. 8 SEWER CLEANOUT PVT SOS. 103 ......................... ............................... Q SEWER WET WELL W/ SUMP PUMP (PVT) ............. SEEBWWI G. PLAN. S................................ 10" DECOMPOSED GRANITE PAVEMENT .............................................(*)... ............................... 11 SEWER FORCEMAlN CLEANOUT ( PVT ) ........................SEE. PLUMB /NG PLANS ............................ ( *) THE ABOVE MEN77ONED SECTION IS FOR PRELIMINARY DES76YV AND SHALL BE CONFIRMED BY THE GE07ECHNICAI ENGINEER OF RECORD BY FINAL 7ES77NG AND 08SERVA77ON NOTE- 0 WNER TO MAINTAIN PRI VA TE SEWER EJECTOR PUMP SYSTEM IN ACCORDANCE WITH 'PRIVATE SEWER EJECTOR PUMP MAINTENANCE AGREEMENT" RECORDED _i /Fl_! ____ AS F/P N0. 2016 0. 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 ENGINEERING DIVISION APPROVALS CITY OF0MITAS PUBLIC WORKS DEPARTMENT RECOMMENDED: APPR VED• HORIZONTAL CONTROL /PRIVATE U7ILITY PLAN FORA: MAAH . AA GLENN PRUIM HALL RESIDENCE I/ 2 $, I 112 -g 1325 RUBENSTEIN AVENUE DATE: DATE: ' I PLANNING CASE: 14 -240 CDP APN 260 - 074 -02 and 03 0 BI O O O Tw, L0 0 m 3 c- C) co i Q�OFESS1pb4` No, 59121 a O 41 Exp, � -30 -17 Z s sr 01v elf 0 'C A0�p�� a DRAWING NO. h v U 12 620 -G a � o� W - SHEET Ej OF % EROSION CONTROL NOES 1. THE EROS /ON CONTROL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPEC77ON AND MODIFICA77ON OF THE EROSION CONTROL DEVICES, AS NECESSARY, DURING THE RA /NY SEASON. THE C0N7R4C70R, PERMIT7EE, OR OWNER SHALL BE RESPONSIBLE FOR 7HE CON77NUAL MAINTENANCE OF THE EROSION CONTROL DEVICES DURING THE RAINY SEASON. 2 7EMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CON77?a PLAN WHICH 1N7ERFERE W9TH THE WORK SHALL BE RELOCA7ED OR MODIFIED AS THE WORK PROGRESSED AS RECOMMENDED BY 7HE ENGINEER OF WORK AND AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. J. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED fROM THE S7REET AREAS " INSTALL SILT FENCE ® PL UPON STARTING OPERA 770715 AND PER /00lCALL Y AFTER AS D /R£C7E0 BY THE INSPECTOR. I W / FIBER ROLLS INSTALLED INSTALL FIBER ROLLS AT OUIFR .. CO "T WIX m aff a" EN M /As 4. STAND -BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERM177FE OR AT BASE OF CATCH BASIN NARML 35 ar oae ryas OWNER FOR EMERGENCY WORK DURING RAINSTORMS. z'" ° �°nav m c" ^" r° �Oz kRF r Nq aanwEmwmsP IXNIMw -SEE DETAIL THIS SHEET (TIP) h h / RCmecen _ As E/P r9. �`' 4 - 5. ALL UTILITY ]BENCHES SHALL BE BACK FILLED W9171 /N 24 HOURS AND MUST � ° BE BACK FILLED BEFORE THE OF THE WORK DAY IF A 40- PERCENT CHANCE OF RAIN i IS PREDIC7ED. j -,i F ,ez, aae a s rc a s c rees ezz z 6. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPAVED AT - \ aQE YARkS 100 ♦ eon o� Rr,ez,a / 9oncw nsr9i THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAYBE CONS7RUC7FD r OF GRAVEL BAGS, AMBER, OR OTHER EROSION RESISTANT MA7FR /ALS APPROVED BY NSTALL FlBER ROLLS IN SWALE lYP -a %n' THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CEN7ER LINE. EARTH MAY NOT BE USED AS Lit, , \ e75 r: crzo s c,es rs rsac is rs � ', ♦ / 1829 VELOCITY CHECK DAMS. \ <, rsrease rs rRb rs c,az9a R GRADE OF STREET IN7FRVAL NUMBER OF „ ' f 5 LESS THAN 2.OX AS REQUIRED BAGS Hlai W i �+. `s 2X - 4X 100 FEET 1 �^ 4X - 6X 50 FEET 1 sX - loX 50 fEET 2 INSTALL SILT FENCE ®PL' m a Iscaa OVER VOX 25 FEET 2 SEE DETAIL THIS SHEET (TIP kf ° ra ,asz 8s8, 7 PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE .,. - � .. ' -., � rs c .N a� s< .,.,r ;. i ��'a\ .i �e'S• % eb i6t r . IN7ERVALS INDICATED BELOW UNLESS CHANNELS ARE LINED {49TH TEMPORARY MATERIALS SUCH AS PLAS77C SHEETING. j � rs, z ., rc ✓ea+ 3 FS � ' `8g. ! � c ress9 ., `��. � �� GRADE OF CHANNEL IN7ERVAL LESS THAN 3X 100 FEET f 3X - 6X 50 FEET Ec res4� OVER 6X 25 fEET 8. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTFRING THE STORM DRAIN SYSTEM e� G 9. A GUARD SHALL BE POSED ON S17F WHENEVER THE DEPTH OF WATER IN ANY At UNFENCED FACILITY EXCEEDS TWO (2) FEET Rio 10. ALL REMOVABLE PROTE0770N DEVICES SHOWN SHALL BE IN PLACE AT THE { . V V G •!' G i' �' f S1MI.IIFIN END OF EACH W47RKING DAY WHEN 7HE 5 -DAY RAIN PROBABILITY FORECAST -� �- -A - ° - -- ♦ - `; -- - - - -- K - -� es vr*i ""' w SuaP EXCEEDS 40- PERCENT, AF7ER EACH RAINSTORM EXCEEDING 1 �4 /NCH IN A 12- HOUR PERIOD. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND ; T ♦ A ♦ _... ,. ,.. - i ., . i - ... ; .. DESIL77NG BASINS, AND BASINS SHALL BE PUMPED DRY. �w Ee�- 11. EFFE077VE PLAN77NG SHALL BE INSTALLED, FULLY GERM/NA 7F0 AND SHALL g `� ' � EFFEC77VELY COVER THE REQUIRED SLOPES & DISTURBED AREAS PRIOR TO f7NAL STABILIZED CONSTRUCTION ENTRANCE (TC -1) INSTALL FIBER ROLLS IN SWALE (TYP, APPROVAL. THE PLAN77NG MIX SHALL BE APPROVED BY THE DIRECTOR OF PUBLIC SEE DETAIL THIS SHEET (TIP) I` WORKS PRIOR TO 1NSTALLA770N. INSTALL SILT FENCE 0 P NON - IRRIGATED HYDRO -SEED MIX GERM W/ FIBER ROLLS INSTALLED 80TANICAL NAME COMMON NAME &A C PURITY RATE AT BASE A7RIPOEX SEMIBACCATA CREEPING SAL TBUSH 7 90 82 SEE DETAIL THIS SHEET (TIP) CIRCUMSTANCES WHICH MAY ARISE. /�1 11 X111- 4 IN (10 CM) 17 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY I1- III = I1= PRECAU77ONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS COND1770N. 2 ATTACH 771E FILTER FABRIC TO J. BACK9EL AND COMPACT THE 18. CONTRACTOR TO PROTECT ALL EXIS77NG HARDSCAPE AND LANDSCAPED THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. AREAS AND REPLACE IN KIND ANY REMOVED OR DAMAGED AREAS PER THE INTO IRE IRENCH. �� LANDSCAPE ARCHITECT, OWNER, ENGINEER OF WORK, OR THE CITY ENGINEER. I� RLIER FABRIC J 1'�q�) o� gl� CHANGE NO. INSTALL SILT FENCE 0 PL W/ FIBER ROLLS INSTALLS AT BASE . ,SEE DETAIL THIS SHEET 0 FIBER ROLLS IN SWALE TAL FL 1BE ROLLS L TAS 6 W; �_, f i k s NOTE ALL EXPOSED /DISTURBED DIRT SHALL BE LANDZAPED OR HYDROSEEDED IRRIGA TED PRIOR TO FINAL. EXIS17NG GROUND VARIES r, �CORRUGA7ED SIEEL PANELS 24' MINIMUM PUBLIC 50' M /N. STREET Maw k III . 12" MIN PROF RL7ER FABRIC CRUSHED AGGREGATE GREijER THAN PUBLIC 3 AND SMALLER 771AN 6 -- SIR£ET II III l l 111 =I l f l l l l l l l f l l l`I -III -' CORRUGATED STEEL PLAN �\ I IIJ II II �I II II II II II II PANELS (24' MINIMUM) _ \ \y INSTALL 7EMPORARY CHA/NLINK FENCE OR AL7ERNA7E TO DIRECT CONSTRUC770N TRAFFIC i as LEGEND: DESCRIPTION SYMBOL o m STABILIZED CONST. EN7RANCE (TC -1) 0 SILT FENCE (SE-1) FIBER ROLLS (SE-5) ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■■ GRAVELBAG CHECK DAM (SE -6) STORM DRAIN INLET PR07EC7701V (SE -10) '�' %% CONCRETE WASTE MANAGEMENT* CONCRETE (WWI -6 & W -8) WASTE , ' -" ro rea • \ s� z t CONCRETE WASHOUT FACILl77E5* CONCRETE rsS 04.2z r , ,� \ (MV-8) WASH reaz C� 4.40 R,s 5 &A ENT FACILIT WASTE (W IES* MNGMT. 9r F 1B45 i R MA TERIAL n * %,VAM L DELII�RY AND STOR ACE (+ -` STORAGE STREET m184 STREET SWEEPING AND VACUUMING* ra,�J I � 8.� (sE 7) SWEEPING / b STOCKPILE .MANAGEMENT* STOCKPILE MNGM T VEHICLE STORAGE AND SERVICE AREA* VEHICLE N ' (Ns 8, 9 & 10) STORAGE OLLS IN SWALE TIP) EQUIPMENT STORAGE AND SERVICE AREA* EQUIPMENT (NS 8, 9 & 10) STORAGE SPILL PREVEIV77ON AND CONTROL* SPILL (WM -4) PREVENT WAIER CONSERVATION PRA C17CES* WA TER (NS 1) CONSERVE PA VING (NS 3) & GRINDING OPERA77CN* PA DING * CONTRACTOR TO DETERMINE LOCA770N(S) IN FIELD, LOCA770NS MAY CHANGE THROUGHOUT IRE DURATION 0 10 20 40 60 OF CONS7RUC770N. CONTRACTOR SHALL UPDA7E IRE PROJECT SWPPP WITH ALL R7ELD CHANGES GRAPHICAL SCALE FLAT AREAS OF LESS THAN 5X (LIKE BUILDING PADS PARKING AREAS, LEACH FIELDS) SHALL HAVE 10OX PROTEC77ON USING GE07EXTILES, MATS (EC -7), OR OTHER MATERIALS APPROVED BY THE CITY FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL STABILIZERS/BINDERS (EC -5) TEMPORARY SEEDING (EC -4), MULCH /WOOD CHIPS (EC -3, EC -6, EC -8), OR V7F MA777NG (EC -7). AREAS OF GRADED PADS THAT HA VF ACTIVE S7RUC7URE C0NS7RUC770N UNDERWAY MAY BE PR07EC70 BY ROLLED PLAS77C AS PART OF A WFA7HER- 7RIGGERED AC7701V PLAN UN77L THE S7RUC7URE'S ROOF HAS BEEN COMPLETED. THE REMAINDER OF 7HE PAD AREA MUST CON77NUE TO BE PR07EC70 USING EROSION CONTROL MEASURES IDEN77RED ABOVE ROLL SEDIMENT WOOD THROUGH THE STABILIZED CONSTRUC77ON E1/7RANCE ROLL STAKE I1 =1 PROVIDE APPROPRlA7E 7RANST770N �4 M - I F= I= BETWEEN STABILIZED CONSTRUC770N FINISHED ` , rr .� ..,�' SIL T FENCE DETAIL ENTRANCE AND PUBLIC ROAD GRADE `" Y SILT FENCE NO1LrS: STABILIZED CONSTRUCTION ENTRANCE NOT 70 SCALE NOT TO SCALE / \/\ ,tiS ti J /)/ • 1. POSTS FOR SILT fENCES SHALL BE EITHER 4- INCH- DIAM£IER WOW OR EQUIVALENT WITH A MIN /MUM LENGTH OF j\ 5 FEET. POSTS VALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND N. - ! \ (MINIMUM OF 12 /Nal%. 2 DIA. WOOD OR EQUIVALENT MAY BE USED PROVIEDED POST SPACING DOES NOT EXCEED 4' 199MOMD X STAKE 19MM �� 2. A 7RENCH 55HALL BE EXCAVATED APPROXIMA7EL Y 4 INCHES W9DE AND 4 INCHES DEEP ALONG THE LINE OF POSIT STABILIZED CONSTRUCTION ENTRANCE 4 MAX 1.2M \�\ ; SPACING �� /� 3. 7HE RL7ER FABRIC SHALL BE STAPLED TO 7HE POST, AND B INCHES OF 7HE FABRIC SHALL EXTEND STANDARD X-1 MODIFIED AS FOLLOWS: INTO THE 7RENCH. THE FABRIC SHALL NOT EX7END MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE -METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCATIONS UNLESS SPEaACALLY ENTRENCHMENT DETAIL EN7RENCHMENT DETAIL FILTER FABRIC STALL NOT BE STAPLED 70 EX/S7lNG 7REET IN SLOPE AREA IN FLAT AREA 4. 7H£ TRENCH SHALL BE BACKfILLED AND THE SOIL CGMPAC70 OVER THE TOE OF THE BY THE ENGINEERING INSPECTOR DUE TO 517E CON57RA/NTT 171E flL1ER FABRIC - RBER ROLL (PVT) 5 THE MAX /MUM DRAINAGE AREA BEHIND 771E SILT FENCE SHALL BE 40 ACRE. - A FENCE, BARRICADE OR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR 28441 Rancho California Rd, Suite 100 NOT TO SCALE 6. THE MAXIMUM SLOPE LENG7H BEHIND THE BARRIER SHALL BE 100 FEET. SHALL BE USED TO RESTRICT CONSTRUC77ON 77?AfF7C TO THE CONS77?UC770N EN7RANCE Temecula, CA 92590 Ph. (951) 587 -2020 DESCRIPTION APPROVED DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY LD BM I DRAWN BY LD CHECKED BY BM ENGINEERING DIVISION APPROVALS CITYOFENCNVITAS PUBLIC WORKS DEPARTMENT D£SCRiPnoN•CITY OF ENaNITAS BENCH MARK N0. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APPR� EROSION CONTROL PLAN FOR: 1046 (INC -48) DATE: 116114 / - LOCA770W.• BRASS DISC IN INLET ON NORTH 57D£ HORIZONTAL AS N07ED A^- N_` SANTA FE DR., NE RETURN INTO SCRIPPS HOSPITAL R.C.E. NO.: 59121 MASIH MAHER GLENN PRUIM RECORD FROM.• RECORD OF SURVEY 18416 NIA BRENT C. MOORE 112-01116 l i 2 81l ic ELEVA770N.• 17J.J76 DA7l/M. NA V088 VERTICAL EXP. 6 -30 -17 DATE. DATE - I PLANNING CASE: 14 -240 CDP HALL RESIDENCE 1325 RUBENSTEIN AVENUE APN 260- 074 -02 and 03 Q�pFESS /pygl ESCHSOLZIA CALIFORNICA CALIFORNIA POPPY 3 95 75 GAZAN /A SPLENDENS GAZAN/A 12 95 75 LOBILARIA MAR177MA(WOLET QUEEN) SWEET ALYSSUM 3 95 70 No. 59121 PLANTAGOINSULARIS PLANTAGO 20 95 75 °o 41 Exp. 6 -30 -17 TOTAL 11A 45 Lr L'IV�� tF HYDRO -SEED REQUIREMENTT• MULCH: 15001 /AC AGRONO -MULCH OF CA\0 BINDER. • 1201 1AC AGRONO-TAC 2511A FIBER PLUS DRAWING NO. POL YMER 59,E 1AC 7ERRA -SORB GB �Va 12. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND • ° l l STOCKPILED AT CONVENIENT LOCA17ONS TO FACILITATE RAPID CONS7RUC77ON OF 7EMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS EMINENT A STAND -BY CREW SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON. 13. ALL EROSION CONTROL PLANS MUST PROVIDE A 24 -HOUR 7ELEPHONE NUMBER AND THE NAME(S) OF THE PERSON(S) RESPONSBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. CONTACT BRUCE N. HALL 7FL. NO. (760) 223 -5810 I. SET POSTS AND EXCAVATE A 14. DEVICES SHOWN ON PLANS SHALL NOT BE REMOVED OR MODIFIED 4 BY 4 IN (10 BY 10 CM) WITHOUT THE APPROVAL OF THE INSPECTOR. 1REN E FROM AND ALONG 771E E LINE OF POSTS 15. THE CONTRACTOR SHALL RES70RE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC77ON OF THE CITY ENGINEER OR INSPECTOR AFTER EACH RUN -OFF PRODUCING RAINFALL OR OTHER SOURCE OF WA7ER CAUSING EROS /ON TO THE SITE j l6. THE CONTRACTOR SHALL INSTALL ADD117ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS DUE TO UNCOMPLETED GRADING OPERA77ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. /�1 11 X111- 4 IN (10 CM) 17 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY I1- III = I1= PRECAU77ONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS COND1770N. 2 ATTACH 771E FILTER FABRIC TO J. BACK9EL AND COMPACT THE 18. CONTRACTOR TO PROTECT ALL EXIS77NG HARDSCAPE AND LANDSCAPED THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. AREAS AND REPLACE IN KIND ANY REMOVED OR DAMAGED AREAS PER THE INTO IRE IRENCH. �� LANDSCAPE ARCHITECT, OWNER, ENGINEER OF WORK, OR THE CITY ENGINEER. I� RLIER FABRIC J 1'�q�) o� gl� CHANGE NO. INSTALL SILT FENCE 0 PL W/ FIBER ROLLS INSTALLS AT BASE . ,SEE DETAIL THIS SHEET 0 FIBER ROLLS IN SWALE TAL FL 1BE ROLLS L TAS 6 W; �_, f i k s NOTE ALL EXPOSED /DISTURBED DIRT SHALL BE LANDZAPED OR HYDROSEEDED IRRIGA TED PRIOR TO FINAL. EXIS17NG GROUND VARIES r, �CORRUGA7ED SIEEL PANELS 24' MINIMUM PUBLIC 50' M /N. STREET Maw k III . 12" MIN PROF RL7ER FABRIC CRUSHED AGGREGATE GREijER THAN PUBLIC 3 AND SMALLER 771AN 6 -- SIR£ET II III l l 111 =I l f l l l l l l l f l l l`I -III -' CORRUGATED STEEL PLAN �\ I IIJ II II �I II II II II II II PANELS (24' MINIMUM) _ \ \y INSTALL 7EMPORARY CHA/NLINK FENCE OR AL7ERNA7E TO DIRECT CONSTRUC770N TRAFFIC i as LEGEND: DESCRIPTION SYMBOL o m STABILIZED CONST. EN7RANCE (TC -1) 0 SILT FENCE (SE-1) FIBER ROLLS (SE-5) ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■■ GRAVELBAG CHECK DAM (SE -6) STORM DRAIN INLET PR07EC7701V (SE -10) '�' %% CONCRETE WASTE MANAGEMENT* CONCRETE (WWI -6 & W -8) WASTE , ' -" ro rea • \ s� z t CONCRETE WASHOUT FACILl77E5* CONCRETE rsS 04.2z r , ,� \ (MV-8) WASH reaz C� 4.40 R,s 5 &A ENT FACILIT WASTE (W IES* MNGMT. 9r F 1B45 i R MA TERIAL n * %,VAM L DELII�RY AND STOR ACE (+ -` STORAGE STREET m184 STREET SWEEPING AND VACUUMING* ra,�J I � 8.� (sE 7) SWEEPING / b STOCKPILE .MANAGEMENT* STOCKPILE MNGM T VEHICLE STORAGE AND SERVICE AREA* VEHICLE N ' (Ns 8, 9 & 10) STORAGE OLLS IN SWALE TIP) EQUIPMENT STORAGE AND SERVICE AREA* EQUIPMENT (NS 8, 9 & 10) STORAGE SPILL PREVEIV77ON AND CONTROL* SPILL (WM -4) PREVENT WAIER CONSERVATION PRA C17CES* WA TER (NS 1) CONSERVE PA VING (NS 3) & GRINDING OPERA77CN* PA DING * CONTRACTOR TO DETERMINE LOCA770N(S) IN FIELD, LOCA770NS MAY CHANGE THROUGHOUT IRE DURATION 0 10 20 40 60 OF CONS7RUC770N. CONTRACTOR SHALL UPDA7E IRE PROJECT SWPPP WITH ALL R7ELD CHANGES GRAPHICAL SCALE FLAT AREAS OF LESS THAN 5X (LIKE BUILDING PADS PARKING AREAS, LEACH FIELDS) SHALL HAVE 10OX PROTEC77ON USING GE07EXTILES, MATS (EC -7), OR OTHER MATERIALS APPROVED BY THE CITY FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL STABILIZERS/BINDERS (EC -5) TEMPORARY SEEDING (EC -4), MULCH /WOOD CHIPS (EC -3, EC -6, EC -8), OR V7F MA777NG (EC -7). AREAS OF GRADED PADS THAT HA VF ACTIVE S7RUC7URE C0NS7RUC770N UNDERWAY MAY BE PR07EC70 BY ROLLED PLAS77C AS PART OF A WFA7HER- 7RIGGERED AC7701V PLAN UN77L THE S7RUC7URE'S ROOF HAS BEEN COMPLETED. THE REMAINDER OF 7HE PAD AREA MUST CON77NUE TO BE PR07EC70 USING EROSION CONTROL MEASURES IDEN77RED ABOVE ROLL SEDIMENT WOOD THROUGH THE STABILIZED CONSTRUC77ON E1/7RANCE ROLL STAKE I1 =1 PROVIDE APPROPRlA7E 7RANST770N �4 M - I F= I= BETWEEN STABILIZED CONSTRUC770N FINISHED ` , rr .� ..,�' SIL T FENCE DETAIL ENTRANCE AND PUBLIC ROAD GRADE `" Y SILT FENCE NO1LrS: STABILIZED CONSTRUCTION ENTRANCE NOT 70 SCALE NOT TO SCALE / \/\ ,tiS ti J /)/ • 1. POSTS FOR SILT fENCES SHALL BE EITHER 4- INCH- DIAM£IER WOW OR EQUIVALENT WITH A MIN /MUM LENGTH OF j\ 5 FEET. POSTS VALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND N. - ! \ (MINIMUM OF 12 /Nal%. 2 DIA. WOOD OR EQUIVALENT MAY BE USED PROVIEDED POST SPACING DOES NOT EXCEED 4' 199MOMD X STAKE 19MM �� 2. A 7RENCH 55HALL BE EXCAVATED APPROXIMA7EL Y 4 INCHES W9DE AND 4 INCHES DEEP ALONG THE LINE OF POSIT STABILIZED CONSTRUCTION ENTRANCE 4 MAX 1.2M \�\ ; SPACING �� /� 3. 7HE RL7ER FABRIC SHALL BE STAPLED TO 7HE POST, AND B INCHES OF 7HE FABRIC SHALL EXTEND STANDARD X-1 MODIFIED AS FOLLOWS: INTO THE 7RENCH. THE FABRIC SHALL NOT EX7END MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE -METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCATIONS UNLESS SPEaACALLY ENTRENCHMENT DETAIL EN7RENCHMENT DETAIL FILTER FABRIC STALL NOT BE STAPLED 70 EX/S7lNG 7REET IN SLOPE AREA IN FLAT AREA 4. 7H£ TRENCH SHALL BE BACKfILLED AND THE SOIL CGMPAC70 OVER THE TOE OF THE BY THE ENGINEERING INSPECTOR DUE TO 517E CON57RA/NTT 171E flL1ER FABRIC - RBER ROLL (PVT) 5 THE MAX /MUM DRAINAGE AREA BEHIND 771E SILT FENCE SHALL BE 40 ACRE. - A FENCE, BARRICADE OR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR 28441 Rancho California Rd, Suite 100 NOT TO SCALE 6. THE MAXIMUM SLOPE LENG7H BEHIND THE BARRIER SHALL BE 100 FEET. SHALL BE USED TO RESTRICT CONSTRUC77ON 77?AfF7C TO THE CONS77?UC770N EN7RANCE Temecula, CA 92590 Ph. (951) 587 -2020 DESCRIPTION APPROVED DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY LD BM I DRAWN BY LD CHECKED BY BM ENGINEERING DIVISION APPROVALS CITYOFENCNVITAS PUBLIC WORKS DEPARTMENT D£SCRiPnoN•CITY OF ENaNITAS BENCH MARK N0. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APPR� EROSION CONTROL PLAN FOR: 1046 (INC -48) DATE: 116114 / - LOCA770W.• BRASS DISC IN INLET ON NORTH 57D£ HORIZONTAL AS N07ED A^- N_` SANTA FE DR., NE RETURN INTO SCRIPPS HOSPITAL R.C.E. NO.: 59121 MASIH MAHER GLENN PRUIM RECORD FROM.• RECORD OF SURVEY 18416 NIA BRENT C. MOORE 112-01116 l i 2 81l ic ELEVA770N.• 17J.J76 DA7l/M. NA V088 VERTICAL EXP. 6 -30 -17 DATE. DATE - I PLANNING CASE: 14 -240 CDP HALL RESIDENCE 1325 RUBENSTEIN AVENUE APN 260- 074 -02 and 03 Q�pFESS /pygl No. 59121 °o 41 Exp. 6 -30 -17 Lr L'IV�� tF OF CA\0 4 y DRAWING NO. �Va 12620 -G • ° l l SHEET 7 OF 7