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2015-12620 G (Plans)IC1T O1F WAYNO7E OWNER IS TO OBTAIN A CON57RUC776N PERMIT fROM THE LNGYNEER/NG DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RI611T OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT fEES IT lS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS MA&AGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. W47ER IS TO DRAIN AWAY FROM SNUC7URES FOR A MIN /MUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTI YN07E ALL UTILITIES SERWNG THIS SITE SHALL BE INSTALLED UNDERGROUND. 6EAEML NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECYRCATIONS FOR PUBLIC WORKS CONS7RUCT10N, THE DE5Y6W CONSNUC77601 STANDARDS OF 771E CITY OF ENCINITAS AND THE SAN DIEGO AREA RECYONAL STANDARD DRAWINGS ANY CHANGES OR RE145YONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR /NSPEC77001 2 THE SOILS REPORT 777ZED "PRELIM /NARY GEOTECHNICAL INVES716A770N PROPOSED HALL RESIDENCE" PREPARED BY CONS7RUC770N 7FS17NG AND ENGINEERING INC. DATED SEPTEMBER 24, 2013, (PROJECT NO 10- 11666G) AND THE UPDATED SOILS LETTER 777LED 'REWEW OF GRADING PLANS AND DETAILS PROPOSED HALL RESIDENCE" PREPARED BY CONSIRUC770N TES77NG AND ENGINEERING, INC. OATED NOVEMBER 25 2015 (PROJECT N0. 10- 11668G) SHALL BE CONSIDERED AS A PART OF 7HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W9TH THE RECOMMENDATIONS AND SPECYRCA77ONS CONTAINED IN SAID REPORTS J. SEPARA TE APPROVALS AND PERMITS FOR ANY CONSIRU077ON W INlN PUBLIC RIGHT - -OF -WAY OR EASEMEN7S SHALL BE REQUIRED IN C6NJUNC71001 WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS17E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU776WS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CON9177ON EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SMALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CYWL ENGINEER OR A LICENSED LAND SURVVYOIZ 7 THE CONTRACTOR SHALL DES16V, CONSTRUCT AND MAINTAIN ALL SAFETY DEVCES INCLUDING SHORING, AND SHALL BE RESPOVSBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (111) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7•30 A.M. NOR ON SA7URDAYS SUNDAYS AND CITY RECOGNIZED HOUDAY5. 9. NO GRADING LIPERA776WS SHALL COMMENCE UN77L A PRE- CON57RUC770N MEETING HAS BEEN HELD ONSTE AFT H THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CON7RACTOR AND PERMIT ME. 7HE PRE - CONSTRUCTION MEE77NG SHALL BE SCHEDULED W97H THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- -2770. 10. PRIOR TO HAULING DIRT OR C00157RUC770N MATERIALS TO ANY PROPOSED CONSTRUC7701V S7E WITHIN THIS PRO�ECT 171E DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMEN75 THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CER77F1CAT70W SHALL BE PROWDED STAIING.- °THE GRADING UNDER PERMIT NO 12620 -G HAS BEEN PERFORMED 1N SUBSTAN77AL CONFORMANCE W17H THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DA IF AND 57GNAAIRE OF THE CIWL ENGINEER WHO CER77RES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPEC70 AND 7ESTED BY A QUALIRED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPAC7701V OF FILLS AND BACKFLLS AND COMPAC77CYV OF 7RENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DE7FRM /NE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SMALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR 7HEIR INTENDED USE. 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE P05177VE DRAINAGE AND PREVENT PONDING OF WATER HE SHALL CONTROL SURFACE WRIER AND AVOID DAMAGE 70 ADJOINING PROPERTIES OR FINISHED WORK ON 771E S17F AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14, ALL AREAS TO BE f7LLED SHALL BE PREPARED TO BE FILLED AND RLL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SP£CYRC4770N. ALL VEGETABLE M4T7FR AND OBJECTIONABLE M47FRIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICHH THE FILL IS TO BE PLACED. LOOSE RLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE RRM N47URAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED 70 A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE Wl7H SPECIFICA770NS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO RNISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVA770N AND EMBANKMENTS SHALL BE SHAPED, PLAN7E0, AND 7RIMMED AS DIRECTED BY 7HE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY C0101770N. ALL STONES, R007S AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES W116H ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED 1N ACCORDANCE WTH THE GRADING ORDINANCE 16. ALL TREES, BRUST GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17F BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED W1771 A NEAT AND RNISHED APPEARANCE FREE FROM UNSIGH7ZY DEBRIS. APPROVAL OF LOCATION OF DEBRIS RLL 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 CONSISIENT W TH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR W97HIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CON57RUC770N UNLESS SPECIRCALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR D1571IRBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR W11NLN THE CITY TREE DRIP LINE AREA (THE AREA FROM 7HE TRUNK OF A TREE TO 771E OUTERMOST EDGE OF THE 7REE CANOPY PROJEC77CYV ON THE 6ROUND) lF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PRO7FC7ED IN PLACE. EVEN 1F APPROVED IMPROVEMENTS ARE IN CONFLICT WI771 A CITY TREE, IT MUST NOT BE DIS7URBED UNLESS 771E PLAN IS REVISED TO ADDRESS THE 7REE REMOVAL. 7H1S PROXCT MUST START CONSTRUCTION UNDER A VALID GRADING PERMIT BY FEBRUARY 18 2016 ICJ RETAIN 'STANDARD' S7ORMWAIER 7REA7MDVT STATUS AND CONS7RUC71011 MUST COMMENCE WINN 180 DAYS OF PERMIT ISSUANCE 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 CHANGE N0. I DESCRIPTION EROSIIAMCOWWROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRUCE N. HALL AT 760 - 223 -5810 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RA /NY SEASON (OCTOBER 1 70 APRIL 15). ALL NECESSARY MATERIALS SYIALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACYUTATF RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED N1IHOUT THE APPROVAL OF THE ENGYNEERING INSPECTOR. 4. 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 70 THE SA77SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CON7ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 70 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARSE 6. 7HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROWDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6. GRADED AREAS AROUND THE PROJECT PE7R/ME757 MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE COVCLUSYON OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWA7FRPaLUWNC=Ra PWrCOPII.97AU MV //ASPNOIFS 1. FOR STORM WATER POLLUTION CONIROL PURPOSES, ALL RUNOFF fROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO 7HE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU770N C01117ROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS W1INN THE SITE SHALL DRAIN TO APPROVED BMP14MP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS W TH ADEQUAIF GYROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP %MP FACILITY AND /OR THE 7URF,4ANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, ORNEW4 Y5, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM 7HE DRAIN DISCHARGES TO AN ADEQUAIF IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SY57EM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE /MP/BMP. 6. ALL STORMWATSR IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WSHOUT A PERMIT FROM THE CITY. 7 THE INSTALLA77ON OF AD01770NAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISANG AND PROPOSED 7RAS1H ENCLOSURES SHALL BE RTASO TO COMPLY NTH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE ]RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO EN7FR 771E ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM 7HE DUMPSIER AND TO PREVENT ANY FLOW OF STORM WATER 771ROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING Or THE DUMP57ER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED 0 /L/ GREASE SEPARATOR AND IS THEN RL7FRED THROUGH A GYTY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SANDBa fO WA7ERD7S7WTN07ES 1. W47ER MAINS, LA7ERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO NE STANDARD SPECIRCATIONS OF THE CURRENT WATER AGE OES' STANDARDS COMMIT7EE (WASC). 2 REWEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT C0N5II7U7E REPRESENTA7ION AS TO THE ACCURACY OF, 7HE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR S7RUC7URE WITHIN INE LIM175 OF THIS PROJECT. J. ALL EXIS77NG FACILITIES W1CH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED ALL EXIS77NG OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELEC70CAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPON98LE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXIS77NG WATER FACILITY (RRE H)DRANT, ME7ERS, M ES, VALVE BOXES, ETC) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WA 7£R FACYL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITIFE (WASC) STANDARDS. lF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE GONER'S EXPENSE. 5. U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6 MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN RRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7 ALL WATER SERVICES TO BE CON57RUC70 CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERWNG. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSIRUC770N OR REPAIR OF ALL POTABLE WATER SY57EM EFFECTIVE JANUARY 1, 2010 IN COMPLIANCE W?TH 7HIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED W TH CATHODIC PROTECTION IN ACCORDANCE WITH WO -17 OR WC -18 SAS EN1WEER CE971FVA7E 1, DAN T. MATH, A REGISTERED CYWL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECYHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL C01149177ONS PREVALENT W THIN THIS 577E WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTEMBER 24, 2013. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFROF OF THE CITY ENGINEER. FURTHERMORE, l HAVE REWEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOiMMENDAYONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 1NC11RPOR4 7ED IN THE GRADING PLANS AND SPECIF1CATICNS SIGNED: G.E. NO.: 2665 ST"WA TO PaLU7JfAV =[ROIL S' N07ES 1'ELA7JYE TO C0A(9TROCI7OYV ACTIVITY CONCRE7EWASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 517E IT lS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASIER AND 771E LIKE INTO THE STORMWATER CONVEYANCE SY57EY OR ANY RECEIVING WATER. C0N7R4C70R SHALL POST A S16W DESIGNA77NG 771E WASHOUT LOCA170N. CONS7RUCRON S /TEACCESS A STABILIZED CONSTRUCTION S17F ACCESS SHALL BE PROWDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MA7ERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS11PLA7FS CON57RUCRON VEHICLES A SPECIFIC AREA AWAY FROM GUTIERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-97E. EROSION CONTROL EROSION CONTROL MUST BE PROWDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESOELYALLY SHALL BE PR07EC7ED AGAINST EROSION BY INSTALLING ER0570N RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATF GROUND COVER VEGETATION, AND BONDED FIBER MA7RIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CON577RUCIED TO CHANNEL RUNOFF AROUND THE CONS7RUC7701V SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND 7EMPORARY EROSION CONTROL MEASURES. REMOVE EXIS77NG VEGETATION ONLY WHEN ABSOLU7ELY NECESSARY. LARGE PROECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARY Y,• THEY HELP DECREASE EROSION. TEMPORARY WWTA770N MUST BE PLANTED ON SLOPES OR WHERE C610157RUC77ON IS NOT IMMEDI47ELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST= GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT 6GETA770N AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC111477ES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON- S /7ECONS7RUC7YONMATER /AL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CON7RACTOR SHALL STORE THESE PRODUCTS WHERE THEY WLL STAY DRY OUT OF 771E RAIN. C01117RACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL S70RED ON -SITE ELIM /NA7E OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT 0111-577F. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE AG6REG47F BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY fROM CONCENTRATED STORMWA7ER STOIRMW47ER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PR07ECTED WITH SOIL STABILIZA77ON MEASURES AND PROVIDED ATIH A TEMPORARY SEDIMENT BARRIER AROUND THE PER/ME7ER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONS7RUC770N IN THE CITY OF ENCINITAS SHALL BE 7RAINED TO BE FAMILIAR W9TH THE CITY OF ENCINITAS STORMW47ER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOMS SHALL BE AVAILABLE TO EVERYONE WORK /NG ON S77E THE PROPERTY OWNERS) AND THE PR /ME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAIER REQUIREMENTS AND THEIR OWN RESPCNSBILITIES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DIS'OSNG OF ALL WASTE AND UNUSED CONSTRUC770N MATERIALS. DUMPING OF UNUSED OR WA57F PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM IN70 THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY OUMP57ER SHALL HE DISCHARGED INTO STORMWA IER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMP57ERS TO DIVERT 7HE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUEN7LY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WTHOUT LIDS SHALL BE PLACED W NIN STRUCAIRES WITH IMPERVIOUS ROOFING OR COVERED W9TH TARPS IN ORDER TO AVOID RAIN CONTACT W TH ANY TRASH MATERIAL. MANY CONSIRUC770N M47FR/ALS, INCLUDING SOLWN75 WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WA57E FOR INFORMA7701V ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOIUNE 70LL fREE AT (800) 714 -1195 FOR INFORMATION ON LANORLLS AND 70 ORDER DUMPSTERS CALL LOCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE (RASH CANS AND RECYCLING RECEPTAOxES AROUND THE S7E PORTABLE 701LETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENILY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PER WOUS SURFACES. ALL CONSIRUC7011 DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUT7FR, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CYAN UP M47FRIAL THAT MAY HAVE 7RAVELED AWAY FROM CON57RUC77ON 27F FOR MORE INFORMA770N ON STORMWA TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 637 -2770. NOTIF/CA710NS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES 70 PR07FCT ANY EXIS77NG U77LI77ES OR SNUCTURES LOCA7E0 AT THE WORK S17F IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 771£ FOLLOWING OWNERS OF SAID UTILITIES OR S7RUC7URES PRIOR TO ANY EXCAVA770N, FOR VERIRCA770N AND LOCATION OF UTILITIES AND N077RCA77OV OF COMMENCEMENT 6F WORK' A. SEWERS - CS7 - (760) - 633 -2770 R GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO HA7ER DISTRICT -1 -800 - 227 -2600 D. 7FLEPHOVE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICA7TONS- (760) - 606 - 9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFCE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE • (760) - 633 -2770 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)633 2770. ALL WORK PERFORMED WfINOUT BENEFIT OF INSPEC77ON W1LL BE SUBJECT TO REJECTION AND REMOVAL. OWNER'S C07TVA7E I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY AND ADWSE ON THE COMPACTION AND STABILITY OF IRE SITE EAR DATE• 12/3112016 D QROFESS /ONq� JOB /. 40. 10- 11668G !� CON57RUC77ON 7ES77NG AND ENGINEERING, INC. A w No. 59121 m 1441 MON77EL ROAD, ESCONDIDO, CA 92026 Exp, 6 -30 -17 SOLANA BEACH BRUCE N. HALL 1325 RUBDWEIN AVENUE ENCINITAS CA., 92007 760 -223 -5810 SYTEADDRESS 1325 RUBENSTE/N AVENUE APN 260- 074 -02 AND 03 z_ _ •j 1 i ` /tail A ,�L O. VICINITY MAP NO SCALE THOMAS &POS P &1167 A POR77ON OF LOT 4 AND LOT 5 OF RIDGEWAY HEIGHTS, IN THE CITY OF ENCINITAS, THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2163, ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. SHEET 1 - TIRE SHEET SHEET 2 - DETAIL SHEET SHEE75 3 -4 - GRADING PLAN SHEET 5 - IMPROVEMENT PLAN SHEET 6 - HORIZONTAL CONIROL/PRIVATE UTILITY PLAN SHEET 7 - EROSOV CONTROL PLAN 7l ,#R 1i IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 4,325 SOFT IMPERVIOUS AREA AFTER CON57RUC77CVV 12,350 SOFT INCREASE IN IMPERVIOUS AREA: 8, 025 SOFT IMPERVIOUS AREA REPLACED: 4,325 SOFT F41111 .• u I ' �= A) STEEPEST EXISTING NATURAL SLOPE ON -SITE = NONE B) MAXIMUM VER77CAL DEPTH OF CUT = 5' C) MAXIMUM VERTICAL DEPTH OF FILL = 5' D) AVERAGE DEPTH OF CUT = 2.5' E) AVERAGE DEPTH OF RLL = 25' EARTHWON OUANTMES A) CUT QUANTITY = 800 C. Y. B) FILL QUANTITY = 700 C. Y. C)REMOVV AND RECOMPACT QUANTITY = 150 C. Y. (1' REMOVAL AND RECOMPAC7701V UNDER AND 5' OUTSIDE OF BUILDING AREAS) D) IMPORT QUANTITY = 0 C. Y. E) EXPORT QUAN77TY = 100 C, Y. AC ASPHALT CONCRETE A.D. AREA DRAIN C.O. CLEANOUT C. Y. CUBIC YARD G. B. GRADE BREAK H. P, HIGH POINT HT HEIGHT lE INVERT ELEVATION LBS, # POUNDS MAX MAXIMUM M.E. MATCH EXIS77NG MIN MINIMUM NO NUMBER P PAVEMENT ELEVATION PCC PORTLAND CEMENT CONCRETE PERF PERFORATED PVT PRIVATE SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS SOFT SQUARE FEET SVC SERVICE SW SEWER 78 70P OF BERM ELEVATION IF TOP OF FOOTING ELEVATION TG TOP OF GRATE ELEVATION WAS WATER AGENCY STANDARDS WT WEIGHT W/ W17H I FIELD OPERATIONS I SIOVA7URE.• /t® DA 7E• 2 0/A I ' k3-16 BRUCE N. HALL APPR D BY DATE PLANNING AND BUILDING ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT GRADING AND EROSION CONTROL PLANS FOR: ouaua U ?� O DA TE ;? o Mscrro ucoox ' a2, % EXISTING GROUND ELEVATION .. . . . . . . . . . . . . . . . . a "'.` '.... SOLANA BEACH BRUCE N. HALL 1325 RUBDWEIN AVENUE ENCINITAS CA., 92007 760 -223 -5810 SYTEADDRESS 1325 RUBENSTE/N AVENUE APN 260- 074 -02 AND 03 z_ _ •j 1 i ` /tail A ,�L O. VICINITY MAP NO SCALE THOMAS &POS P &1167 A POR77ON OF LOT 4 AND LOT 5 OF RIDGEWAY HEIGHTS, IN THE CITY OF ENCINITAS, THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2163, ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. SHEET 1 - TIRE SHEET SHEET 2 - DETAIL SHEET SHEE75 3 -4 - GRADING PLAN SHEET 5 - IMPROVEMENT PLAN SHEET 6 - HORIZONTAL CONIROL/PRIVATE UTILITY PLAN SHEET 7 - EROSOV CONTROL PLAN 7l ,#R 1i IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 4,325 SOFT IMPERVIOUS AREA AFTER CON57RUC77CVV 12,350 SOFT INCREASE IN IMPERVIOUS AREA: 8, 025 SOFT IMPERVIOUS AREA REPLACED: 4,325 SOFT F41111 .• u I ' �= A) STEEPEST EXISTING NATURAL SLOPE ON -SITE = NONE B) MAXIMUM VER77CAL DEPTH OF CUT = 5' C) MAXIMUM VERTICAL DEPTH OF FILL = 5' D) AVERAGE DEPTH OF CUT = 2.5' E) AVERAGE DEPTH OF RLL = 25' EARTHWON OUANTMES A) CUT QUANTITY = 800 C. Y. B) FILL QUANTITY = 700 C. Y. C)REMOVV AND RECOMPACT QUANTITY = 150 C. Y. (1' REMOVAL AND RECOMPAC7701V UNDER AND 5' OUTSIDE OF BUILDING AREAS) D) IMPORT QUANTITY = 0 C. Y. E) EXPORT QUAN77TY = 100 C, Y. AC ASPHALT CONCRETE A.D. AREA DRAIN C.O. CLEANOUT C. Y. CUBIC YARD G. B. GRADE BREAK H. P, HIGH POINT HT HEIGHT lE INVERT ELEVATION LBS, # POUNDS MAX MAXIMUM M.E. MATCH EXIS77NG MIN MINIMUM NO NUMBER P PAVEMENT ELEVATION PCC PORTLAND CEMENT CONCRETE PERF PERFORATED PVT PRIVATE SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS SOFT SQUARE FEET SVC SERVICE SW SEWER 78 70P OF BERM ELEVATION IF TOP OF FOOTING ELEVATION TG TOP OF GRATE ELEVATION WAS WATER AGENCY STANDARDS WT WEIGHT W/ W17H I FIELD OPERATIONS I SIOVA7URE.• /t® DA 7E• 2 0/A I ' k3-16 BRUCE N. HALL APPR D BY DATE PLANNING AND BUILDING ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PROPOSED RETAINING WALL (PVT) PROPOSED ARCH17ECTURAL SI7E WALL . . . . . . . . . . . . .. (SEE ARCH SITE PLAN FOR WALL ELEVATIONS) PROPOSED DG SURFACE . . . . . . . . . . . . . . . . . . . . . . PROPOSED 4" AC BERM (PVT) . . . . . SEE DETAIL. SHEET 5. PROPOSED 0" CURB (PVT) . .. . . . . . . . . . . . . . . . . FF =188.5 PROPOSED FINISH FLOOR ELEVATION . . . . . . . . . . . . . -- ��� - -- �+ -- 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 ELEVA71ON . . . . . . . . . . . . . . . . FG 182.0 PROPOSED FINISHED GRADE ELEVATION . . . . . . FS 182.00 PROPOSED FINISHED SURFACE ELEVATION . . . . . . . PROPOSED TRENCH RESURFACING . . . . . . . . . G -24A . . . PROPOSED CUT /FILL SLOPE (PVT) . . . . . . . . . . . . . . . . _ _ _ _ - _ _ - - - - PROPOSED SAWCUT . . . . . .. . . . . . . . . . . . . . . . . . - - - - -- PROPOSED STORM DRAIN (PVT). . . . . . . . . . . 9-60. . . PROPOSED PERFORATED STORM DRAIN (PVT) . . . 9-50 . . . . ❑® PROPOSED 18 7X18" GRATED INLET (PVT). SEE OETAIL. SHEET 2. . O PROPOSED AREA DRAIN (PVT) . . . . . . . SEE. DETAIL SHEET 2 O PROPOSED WET WELL W/ SUMP PUMP (PVT).DE576N BY OTHERS PROPOSED RIPRAP (PVT) . . .. . . . . . . . . . . . . . . . . . PROPOSED SIDEWALK UNDERDRAIN (PVT). .SEE DE7AIL.SHEE`T 2 - - -- l PROPOSED BIORE7ENTim BASIN (PVT). SEE PFTA14 SKEET. 2. . J PROPOSED TURF BLOCK . . . .. . . . . SEE DETAIL SHEET 2 . . " #WS -03, WS -09, NC -17 rv7r PROPOSED 1 WAIFR SERVICE . . . . . 4 - INDICATES PER WATER AGENCIES' STANDARDS (WAS) STANDARD DRAWINGS AND SPECIRCATIOVS 1/u I/ •i I:_:L i • •• THE UNDERSIGNED ENGINEER AGREES THAT THE WRK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEP7FD STANDARDS AND PRAC77CES OF IHE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE AFT H THE RULES AND REGULATIONS REQUIRED BY 7HE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGYNEER AGREES THAT ANY PLANCHECK OR REWEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A 00E7RM /NA7701V BY THE CITY OF ENCYNITAS OF THE TECHNICAL SUFRCYENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLO)EES 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 WTH1N THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY 7HE ENGINEERR, SIGNATURE DATE• AIla GI;791T/A rox, FD11CM STORMWATER TREATMENT STATUS STANDARD PROK-CT 760 -748 -4955 sl 01 V 1 ` n TYRE OF 7REA7MENT B1CRETENTTON BASINS �� /Z /ir LIMI7ED ACCESS.• )ES REAR YARD LOCATION 9lf 0 `\E�s MA/N7FNANCE RESPONSE /L /Tl! ONE APPROVED DATE BENCH MARK DESCR /P77CN.•CITY OF ENCINITAS BENCH MARK NO. 1048 ("ENC -48') LOCA770N.• BRASS DISC IN INLET ON NORTH SIDE SANTA FF DR., NE RE7URN INTO SCRIPPS HOSPITAL RECORD FROM.• RECORD OF SURVEY 18416 ELEVATION- 173.376 DATUM.• NAVD88 F UK GRADING AND EROSION CONTROL PLANS FOR: APP BY: SYMBOL ITEM STANDARD DWG APPROVED BY. DA TE PROJECT BOUNDARY . . . . . .. . . . . . . . . . . . . . . . . . o - - ' a2, % EXISTING GROUND ELEVATION .. . . . . . . . . . . . . . . . . SCALE "'.` '.... EXISTING AC PAVEMENT ELEVATION . . . . . . . ° CHECKED BY EXISTING TOP OF CURB ELEVA.77ON I ENGINEERING DIVISION . . . . . . . . . . . . . . . 3 NITA3 EXISTING CONTOUR . . . . . . .. . . . . . . . . . . . . . . . . . 0 EXISTING TREES . . . . . . . . . . . . . . . . . . . . . . . . . . J O - EXIS71NG HOUSE . . . . . . " EXISTING WOOD DECK. . . . . . . ................. .. . . EXIS71NG WOOD FENCE . . . . . . . . . . . . . . . . . . . . . . . EXIS71NG WIRE FENCE . . . . . . . . ez :��:: .. EXIS71NG BLOCK WALL . . . . . . . . . . . . . . . . . . . . . . . EXIS71NG CONCRETE . . .. . . . . . . . . . . . . . . . . . .... EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . EXIS71NG EDGE OF PAVEMENT . .. . . . . . . . . . . . . EXISTING GAS MAIN. . . . . EXISTING SANITARY SEWER & MANHOLE. . . . . . . . . _..._ ....... EXISTING WATER. EXISTING WATER METER. i EXIS71NG S7REET LIGHT . . . . . . . . . . . . . . . . . . . . . . EXISTING REDWOOD HEADER . . . . . . . . . . . . . . . . . . . C ' - EXISTING CA TV 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 > o I PROPOSED RETAINING WALL (PVT) PROPOSED ARCH17ECTURAL SI7E WALL . . . . . . . . . . . . .. (SEE ARCH SITE PLAN FOR WALL ELEVATIONS) PROPOSED DG SURFACE . . . . . . . . . . . . . . . . . . . . . . PROPOSED 4" AC BERM (PVT) . . . . . SEE DETAIL. SHEET 5. PROPOSED 0" CURB (PVT) . .. . . . . . . . . . . . . . . . . FF =188.5 PROPOSED FINISH FLOOR ELEVATION . . . . . . . . . . . . . -- ��� - -- �+ -- 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 ELEVA71ON . . . . . . . . . . . . . . . . FG 182.0 PROPOSED FINISHED GRADE ELEVATION . . . . . . FS 182.00 PROPOSED FINISHED SURFACE ELEVATION . . . . . . . PROPOSED TRENCH RESURFACING . . . . . . . . . G -24A . . . PROPOSED CUT /FILL SLOPE (PVT) . . . . . . . . . . . . . . . . _ _ _ _ - _ _ - - - - PROPOSED SAWCUT . . . . . .. . . . . . . . . . . . . . . . . . - - - - -- PROPOSED STORM DRAIN (PVT). . . . . . . . . . . 9-60. . . PROPOSED PERFORATED STORM DRAIN (PVT) . . . 9-50 . . . . ❑® PROPOSED 18 7X18" GRATED INLET (PVT). SEE OETAIL. SHEET 2. . O PROPOSED AREA DRAIN (PVT) . . . . . . . SEE. DETAIL SHEET 2 O PROPOSED WET WELL W/ SUMP PUMP (PVT).DE576N BY OTHERS PROPOSED RIPRAP (PVT) . . .. . . . . . . . . . . . . . . . . . PROPOSED SIDEWALK UNDERDRAIN (PVT). .SEE DE7AIL.SHEE`T 2 - - -- l PROPOSED BIORE7ENTim BASIN (PVT). SEE PFTA14 SKEET. 2. . J PROPOSED TURF BLOCK . . . .. . . . . SEE DETAIL SHEET 2 . . " #WS -03, WS -09, NC -17 rv7r PROPOSED 1 WAIFR SERVICE . . . . . 4 - INDICATES PER WATER AGENCIES' STANDARDS (WAS) STANDARD DRAWINGS AND SPECIRCATIOVS 1/u I/ •i I:_:L i • •• THE UNDERSIGNED ENGINEER AGREES THAT THE WRK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEP7FD STANDARDS AND PRAC77CES OF IHE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE AFT H THE RULES AND REGULATIONS REQUIRED BY 7HE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGYNEER AGREES THAT ANY PLANCHECK OR REWEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A 00E7RM /NA7701V BY THE CITY OF ENCYNITAS OF THE TECHNICAL SUFRCYENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLO)EES 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 WTH1N THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY 7HE ENGINEERR, SIGNATURE DATE• AIla GI;791T/A rox, FD11CM STORMWATER TREATMENT STATUS STANDARD PROK-CT 760 -748 -4955 sl 01 V 1 ` n TYRE OF 7REA7MENT B1CRETENTTON BASINS �� /Z /ir LIMI7ED ACCESS.• )ES REAR YARD LOCATION 9lf 0 `\E�s MA/N7FNANCE RESPONSE /L /Tl! ONE APPROVED DATE BENCH MARK DESCR /P77CN.•CITY OF ENCINITAS BENCH MARK NO. 1048 ("ENC -48') LOCA770N.• BRASS DISC IN INLET ON NORTH SIDE SANTA FF DR., NE RE7URN INTO SCRIPPS HOSPITAL RECORD FROM.• RECORD OF SURVEY 18416 ELEVATION- 173.376 DATUM.• NAVD88 F UK GRADING AND EROSION CONTROL PLANS FOR: APP BY: DATE APPROVED BY. DA TE APPROVED BY.• DATE W�c1 SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: LD DRAWN BY LD CHECKED BY BM I ENGINEERING DIVISION APPROVALS Cf1YOFENCI NITA3 PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER THE SUPERVISION OF HORIZONTAL AS N07ED DATE: / /G /e R.C.E. NO.: 59121 VERTICAL N/A i BRENT C. MOORE EXP. 6-30 -17 I11:7�1 ill ►�Cel ►�11a 0 0 o� h � q RECOMMENDED: IVY APPR ED: GRADING AND EROSION CONTROL PLANS FOR: U a HALL RESIDENCE Aft 12620 -G MASIH MAHER GLENN PRtflM � 2_ /g 1325 RUBENSTEIN AVENUE W�c1 112? i 6 DATE: DATE: PLANNING CASE: 14 -240 COP APIN 26�- f3%4 -02 &fid iT3 I SHEET OF % C SPECIAL NOTES THE FOLLOWING N07ES ARE PROVIDED TO GIVE DIRECTIONS TO 114E CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONS77TUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEI7HER 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 EXPLORATION EXCAVA71ONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF LOCA71ON OF EXISTING FACILITIES. CONTRACTOR SHALL REQUEST DIRECTION BEFORE DOING WORK FROM THE ENGINEER OF WORK FOR CLARIFICATIONS. J. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCA71ON OF UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXIS77NG UTILITIES LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTROC71ON OF WORK. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAU71ONARY MEASURES TO PROTECT 774E U7ILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ON THESE PLANS. 5. WIIERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY* THAT ALL TRENCH BACKFILL SHALL BE COMPACTED PER RECOMMENDATIONS IN THE GE07ECHNICAL REPORT FOR THE PROJECT * AS DEFINED IN AND LIMITED IN SEC71ON 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. 7. DURING AC77VE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST. 8. CONTRACTOR TO ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRADE. 9. CONTRACTOR TO REMOVE /REPLACE /RELOCATE ALL EXISTING FACILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS 10. CONTRACTOR TO REMOVE/REPLACEAELOCATE ANY LANDSCAP/NG/HARDSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS. 11. ALL PROPOSED STORM DRAIN FACILITIES ARE PRIVATE UNLESS 07HERKlSE NOTED. 12. REFER TO ARCHITECT'S PLAN FOR HARDSCAPE LAYOUT & SPECIFICATIONS 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN HEREON AND BALANCING 714E EARTHWORK ONSITE IF THE S 17E 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 TIME FOR REVISIONS PRIOR TO CONSTRUCTION. ONLY IN SUCH CASES AS REQUESTED BY THE CONTRACTOR SHALL THE 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 W774 THESE PLANS IF THERE IS ANY QUES7101V REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK. 15. THE CONTRACTOR SHALL UNCOVER ALL U71LI71ES THAT MAYBE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCA71ON PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERNISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL COIVSTRUC77ON OR RELOCA71ON COSTS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCA77NG, AND /OR REMOVAL OF EXIS77NG UTILITIES. 17. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENT EQUAL OR SUPERIOR. 18. SURVEY MONUMENTS SHALL BE PRESERVED & REFERENCED BEFORE CONSIRUC71ON & REPLACED AFTER CONSTRUCTION PURSUANT TO SEC71ON 8771 OF THE BUSINESS AND PROFESSIONS CODE. 19. CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC, AT &T AND COX COMMUNICATIONS PRIOR TO STAR71NG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESEN TA 71 VES, 20. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS WORKING ON THE 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 NOTIFY ENGINEER OF WORK PRIOR TO WORK BEING PERFORMED. 22. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSTRUCTION OF 714E PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOUR, AND CONSTRUC77ON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF ENCINITAS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON W17H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF ENCINITAS PERSONNEL. 23. GRADING QUANTITIES 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 EARTHWORK PRIOR TO ANY OIVS17E CONSTRUCTION. THIS EARTHWORK SHALL ACCOUNT FOR SUBSIDENCE, SHRINKAGE, UNDERCUTS, PROJECT PHASING, SEQUENCING, OVER-EXCA VA 77ON AND ET CETERA. SHOULD ANY DISCREPANCY ARISE, THE CONTRACTOR SHALL N077FY THE ENGINEER OF WORK IMMEDIATELY. DETAIL: DEEPENED EDGE ON CONCRETE DRI VEWA Y (PVT) NOT TO SCALE CHANGE NO. P4aRC MEADOW HYDROS£ED MIX- BOTANICAL NAME / COMMON NA M£ LBS/ACRE MINOTAUR HARD FESCUE 165 IN7R/GUE CNEWNGS FESCUE 105 CREEEP/NG RED FESCUE 60 SEED RATE 300 LBS /ACRE THE FOLLOWING TO BE USED AS THE HYDROSEED/NG SLURRY - 2000 LBS /ACl4E £CORBRE MULCH, 150 LBS /ACRE ENKRON -MEND BINDER, 400 LBS /ACRE STARTER FERAUZER (15- 15 -15) OR EQUIVALENT. - 1/ARIES * SLOPES TO BE PROTECTED W17H PACIFIC MEADOW HYDROSEED MIX SHOWN PER THIS SHEET OR EQUIVALENT FLONL /NE SHOWN PER PLAN AT TOP OF HYDROSEED. DETAIL: VEGETA TED SWALE (PVT) NOT TO SCALE °!y o<p5 FS Q�pN CONCRETE SHALL BE 560 -C -3250 oG P4N DG PA 114 1 MIN 144 BARS M CENTER OF 12" EX7EN9E0 CUT -OFF WALL (TYP) 14 BARS 0 6" BOTH WAYS (TYP) (1' MIN CLEAR) DETAIL: SIDEWALK UNDER DRAIN (PVT) NOT TO SCALE 18 "X18" DRAIN BOX SEE DETAIL THIS SHEET VARIES -! � ENGINEERED •� SOIL* 12" MIN CLASS 2 PERMEABLE (CAL7RANS SPECIRCA77ON 68 -1.025 OR EQUAL) SEE ORIFICE DETAIL BELOW lE PER PLAN DETAIL: BIO- RETENTION AREA (PVT) NOT TO SCALE BIORE7EN7701V ENUNEER£D SOIL LAYER SHALL BE SANDY LOAM" SOIL MIX WITH NO MORE THAN 5X CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60X SAND, 20 -30% COMPOST OR HARDWOOD MULCH AND 20 -30% TOP SOIL. ENGINEERED SOIL SHALL HAVE A MINIMUM PERCOLA7701V RA IF OF 5" PER HOUR. 00% 7PES AND BASIN BOTTOM SHALL ED WITH PACIFIC MEADOW MIX PER THIS SHEET 4" PERFORATED PVC PIPE OR EQUIVALENT HOLES DONIV WRAPPED IN FILTER BLANKET (MIRAR 140 N OR EQUIVALENT) TO PREVENT CLOGGING. SLOPED 0 1.016' TOWARDS 18" X 18' DRAIN BOX SPECIAL INSPEC77ON OF ALL POST CONS7RUC7701V 810RE017701V BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED GYKL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PIC711RES OF 810RE7Z7V770N BASIN C0167RUC710N SHALL BE TAKEN AND PROVIDED TO 714£ CITY AT THE FOLLOWING STAGES.- 1. BASIN EXCAVA77ON 2 PLACEMENT OF PERFORA7ED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. J. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5 FINAL BASIN GRADING 6 FINAL COMPLETED BASIN WITH 6GETA770N ESTABLISHED DETAIL: DEEPENED EDGE ON FOOTPA TH (PVT) NOT TO SCALE DESCRIPTION APPROVED DATE BENCH MARK DESCR1P770N.°CITY OF ENCINITAS BENCH MARK N0. 1048 ( "ENC -48 7 LOCA770N.° BRASS DISC IN INLET ON NORTH SIDE SANTA fF DR., NE RETURN INTO SCRIPPS HOSPITAL RECORD FROM.• RECORD OF SURVEY 18416 ELEVA770N.° 173.376 DA7UM.° NAVD88 SEE ARCHITECTURAL PLANS FOR CONCRETE DROUGHT TOLERANT HYDROSEED MIX-. 24" ENGINEERED 10" DETAIL: DEEPENED EDGE ON CONCRETE HARDSCAPE (PVT) NOT TO SCALE PERFORA7ED UNDERDRAIN W/ PERFORA77ONS PLACED AT INVERT PLAIF RANGE & ORIFICE PLATE COIVNEC7701V TO CONCRETE SHALL BE FITTED WIN 30 DUROM£1ER NEOPRENE RINGS PRIVAIF STORM DRAIN NO 1818 S7FEL PARKWAY OR 7RAfFIC GRATF MAX. 1/2" SPACING WT 331 PARKWAY WT 601 7RAF. n10 1R1H TOP SF(`nnN 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 0 N0. SEi DETAIL: SECTION BIORETENRON CATCH BASIN (PVT) NOT TO SCALE ORIFICE PLATE MINIMUM SQUARE DIMENSIONS 1.0 FT GREATER THAN /N -FLOW PIPE DIAMETER. 6' MIN (TYP) HOT -DIP GALVANIZED PLATE G 0;t-,3" (TYP) AFTER HOLES HAVE BEEN DRILLED IN FLOW PIPE (4" PERFORATED PVC) 1/2" MAX ORIFICE DIA. = 0.88" BASIN 1 p o 1.09" BASIN 2 318" DIA. HOLE (TYP) FLOW CONTROL ORIFICE PLAIF DETAIL: FLOW CONTROL ORIFICE PLATE (PVT) NOT TO SCALE SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY. LD BM DRAWN BY LD CHECKED BY BY ENGINEERING DIVISION APPROVALS C"OFENGYMTAS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APPROVED: DETAILS & NOTES FOR. HORIZONTAL AS NOTED DATE' &t4o-�- R.C.E. NO.: 59121 MASIH MAHER GLENN PRUI N/A R1, CAL BRENT C. MOORE 11 28/1 L 024,119 1,C ' I EXP. 6 -30 -17 DATE. DATE: e PLANNING CASE. 14 -240 COP NO 1818 TOP SEC77ON SEC77ON HT. LOS. AVAILABLE 1818 76 6" L W10 K. 0. 1818 T12 12" 370 W14 5 "xI0" K.O. ,Q 18" In W14 9 "X11" co 1818 T24 ' 785 W14 9'x11' K. 0. PERFORA7ED UNDERDRAIN W/ PERFORA77ONS PLACED AT INVERT PLAIF RANGE & ORIFICE PLATE COIVNEC7701V TO CONCRETE SHALL BE FITTED WIN 30 DUROM£1ER NEOPRENE RINGS PRIVAIF STORM DRAIN NO 1818 S7FEL PARKWAY OR 7RAfFIC GRATF MAX. 1/2" SPACING WT 331 PARKWAY WT 601 7RAF. n10 1R1H TOP SF(`nnN 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 0 N0. SEi DETAIL: SECTION BIORETENRON CATCH BASIN (PVT) NOT TO SCALE ORIFICE PLATE MINIMUM SQUARE DIMENSIONS 1.0 FT GREATER THAN /N -FLOW PIPE DIAMETER. 6' MIN (TYP) HOT -DIP GALVANIZED PLATE G 0;t-,3" (TYP) AFTER HOLES HAVE BEEN DRILLED IN FLOW PIPE (4" PERFORATED PVC) 1/2" MAX ORIFICE DIA. = 0.88" BASIN 1 p o 1.09" BASIN 2 318" DIA. HOLE (TYP) FLOW CONTROL ORIFICE PLAIF DETAIL: FLOW CONTROL ORIFICE PLATE (PVT) NOT TO SCALE SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY. LD BM DRAWN BY LD CHECKED BY BY ENGINEERING DIVISION APPROVALS C"OFENGYMTAS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APPROVED: DETAILS & NOTES FOR. HORIZONTAL AS NOTED DATE' &t4o-�- R.C.E. NO.: 59121 MASIH MAHER GLENN PRUI N/A R1, CAL BRENT C. MOORE 11 28/1 L 024,119 1,C ' I EXP. 6 -30 -17 DATE. DATE: e PLANNING CASE. 14 -240 COP NO 1818 TOP SEC77ON SEC77ON HT. LOS. AVAILABLE 1818 76 6" 215 W10 K. 0. 1818 T12 12" 370 W14 5 "xI0" K.O. 1818 T18 18" 555 W14 9 "X11" K. 0. 1818 T24 24" 785 W14 9'x11' K. 0. N0. 1818 LOWER SEC770N HT. LBS AVAILABLE 1818 L12 12" 370 W14 5 "x10" K.O. 1818 L18 18" 555 W14 9 x11" K. 0. 1818 L24 24' 785 W14 9 "x11" K.O. 18" X 18" BROOKS BOX CATCH BASIN (PVT) NOT 70 SCALE 18" MIN 7HICK SEC77ON OF 3" MINUS RIVER ROCK ENCOMPASSING 4" PERF DRAIN 1� �Q PL �g� PCZ �10� °nyQQJ IR L3 4' DIAMETER PERF "...., 4, f]LIER FABRIC DRAIN W1/H HOLES (M/RAR 140N OR AT BOTTOM EQUIVALENT 1 -1/2" DISCHARGE':;;" 7' HYDROMA77C W /D/V -A1 SUMP PUMP W/ FLOAT SNITCH (0.3 HP, 28 GPM OUITZOW) DETAIL: WETWELL W/ 1 -1/2" FORCEMAIN (PVT) NOT TO SCALE PUBLIC WORKS DEPARTMENT Q�OEESS /ON4l w No, 59121 a Exp. 6 -30 -17 } �Tf OF C A0�� DRAWING NO. co LO 0 i 0 i e 0 N b ON �h � h a HALL R9ESIDENCE 12620 - o� 1325 RUBENSTEIN AVENUE APN 260- 074 -02 and 03 � SHEET 2 OF 7 3 0 5 10 20 30 GRAPHICAL SCALE CHANGE NO. 2' R -O -W DEDICAAON TO BE GRANTED TO CITY OF ENLYIV AS PER DOCUMENT RECORDED f�' —i 7A16 AS F/P N0. 201 -4dCNI 0R. Est /0 z B7 ,F5_187, a h CAD w �c 7777,' •• - ___fllllll� R. HOUSE FF 188.50 PAD 185.0 —S — 0 $ 4 j F 1 4:FS 188750 r r i [.fff61liL -. a a rrAr ray :n VARIES f SURG 7,ANK' 6 FS G 185.T. FS C 186.E FC f 6 4" N07F.' CONTRACTOR TO DEMOLISH, REMOVE AND PROPERLY DISPOSE OF OFT5I7E ALL EXISANG STRUCTURES, HAROSCAP& LANDSCAPING AND IRRIGA71ON WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. CONTRACTOR SHALL ADJUST ALL EWSANG AND PROPOSED U77LITY RIMS 70 FINISHED GRADEIIRNISHED SURFACE EXCEPT W771IN THE 810RETEN77001 BASINS, UNLESS OTHERWISE N07ED. CAUTION I 7HE LOCA77ON OF THE EXIS77NG U77LI77ES ON 7HESE PLANS ARE APPROXIMA7E AND SHALL BE VERIRED BY THE CONTRACTOR PRIOR TO CONSIRUCAON. q V, o Av 'n ^- o �n � .. w o -- W W �, �4i 4� 4! DATE: 11010 f SURG 7,ANK' 6 FS G 185.T. FS C 186.E FC f 6 4" N07F.' CONTRACTOR TO DEMOLISH, REMOVE AND PROPERLY DISPOSE OF OFT5I7E ALL EXISANG STRUCTURES, HAROSCAP& LANDSCAPING AND IRRIGA71ON WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. CONTRACTOR SHALL ADJUST ALL EWSANG AND PROPOSED U77LITY RIMS 70 FINISHED GRADEIIRNISHED SURFACE EXCEPT W771IN THE 810RETEN77001 BASINS, UNLESS OTHERWISE N07ED. CAUTION I 7HE LOCA77ON OF THE EXIS77NG U77LI77ES ON 7HESE PLANS ARE APPROXIMA7E AND SHALL BE VERIRED BY THE CONTRACTOR PRIOR TO CONSIRUCAON. q V, o Av 'n ^- o �n � .. w o -- W W �, �4i �� 4! DATE: 11010 4A^ J- SEE SHEET 5 FOR IMPROVEMENTS MASIH MAHER GLENN PRUI o0 BRENT C. MOORE EXP. 6 -30 -17 WITHIN THE PUBLIC RIGHT- OF-WAY PLANNING CASE: 14 -240 GOP ff HIV qlE �k' SEE SHEET 6 FOR HORIZONTAL CONTROL CF C p`\Ep�� c AND PRIVATE UAUTY PLANS ci tY fy ti DESCRIPTION APPROVED DATE BENCH MARK SCALE DESCRIPAON.•CITY OF ENCINITAS BENCH MARK No 1048 ( °ENC -48 J LOCAAON• BRASS DISC IN INLET ON NOR771 SIDE HORIZONTAL AS NOTED SANTA FE DR., NE RE7URN IN70 SCRIPPS HOSPITAL RECORD FROM.- RECORD OF SURVEY 18416 I) rrCei N/A ELEVAADN.• 173.376 DA7UM. NAVD86 I R" 1` CONS7RUC110N N07FS.' 11 CONSTRUCT CONCRETE FOOT PATH (OR EQUIVALENT FINISHED SURFACE) WITH 2% CROSS -FALL AWAY fROM HOUSE. SEE ARCH(TECAIRAL PLANS FOR FINISHED SURFACE DETAILS AND SPECS EZEVAAONS SVONI PER PLAN. RN19YED GRADE SHALL MATCH RNISHEO SURFACE ELEVAAONS AT IN7ERFACE. © GRADE AREA TO DRAIN AWAY FROM HOUSE TO RUBENSTEIN AVENUE. ELEVA77ONS SHOWN PER PLAN. 1© GRADE AREA TO DRAIN 70 VEGETATED SWALE. ® CONSTRUCT VEGETATED SWALE PER DETAIL SHEET 2 CONTRACTOR SHALL UNDERCUT SWALE BY 3 INCHES TO ALLOW DEPTH FOR GORILLA HAIR MULCH SEC7701V SHOWN PER DETAIL. ELEVA77ONS SHOWN PER PLAN AT TOP OF MULCH LATER. ® EXIS77NG 7ORREY PINE TO BE PROTECTED IN PLACE. THE ONL Y GRADING TO OCCUR IN THIS AREA IS FOR THE DRIVEWAY AND VEGETATED SWALE WHERE SHOWN. © CONSTRUCT HARDSCAPE/SMPS PER ARCHITEC7URAL PLANS ELEVA77ONS SHOWN PER PLAN. 1© CONSTRUCT FENCE WITH GATE PER ARCHITEC7URAL PLANS. 1® C011157RUCT ARCHITECTURAL SI7F WALL PER ARCHITECTURAL PLANS 19 C01VS7RUCT ARCHITECTURAL SEAT WALL PER ARCHI7ECTURAL PLANS ® PROTECT EXISANG WOOD FENCE IN PLACE IF WOOD FENCE NEEDS TO BE REMOLD IN ORDER TO CONSTRUCT PROPOSED GRADING AND IMPROVEMENTS, THEN CONTRACTOR SHALL REPLACE IN KIND OR BETTER TO THE SA77SFAC77ON OF THE OWNER. ® EAIS77NG 7ORREY PINE TO BE PRO7ECTED IN PLACE THE ONL Y GRADING TO OCCUR IN THIS AREA IS FOR THE VELETA TED SWALE AS SHOWN. Q TRANSIAON FLOWUNE OF SWALE FROM 7RIANGULAR SWALE TO TRAPEZOIDAL CHANNEL WITH 3' NDE BOTTOM WIDTH. ELEVAAONS SHOWN PER PLAN. ® C6N57RUCT DEEPENED EDGE OF FOOT PATH PER DETAIL SHEET 2. GRADE AREA TO DRAIN AWAY FROM HOUSE AND TOWARDS FOOTPATH AND VE6ETA7E0 SWALE. ELEVAAONS SHOWN PER PLAN. © CONSTRUCT SYNGLE- FAMILY HOME AND ATTACHED COVERED PA AO ON STEM WALL SYSTEM {NTH CRAWL SPACE FLOOR AT ELEVA77ON 185.0. SEE ARCHI7ECTURAL AND STRUCTURAL PLANS FOR DETAILS AND SPECS ® CONSTRUCT 6' WIDE BY 12' DEEP CONCRETE MOW CURB (520 -C -2500 CONCRETE) AT OUTER EDGES OF DRIVEWAY. © CONSTRUCT 12' THICK SEC77ON OF D.G. PAVEMENT. ELEVA77ONS SHOWN PER PLAN. CONSTRUCT 5 112' PCC PAVEMENT (MODULUS OF RAP7URE OF 600 PSI MIN) OVER 6' CLASS H BASE. ELEVA77ONS SHOWN PER PLAN. ® CONSTRUCT 3' THICK D.G. FOOT PATH WITH UNDERLYING WEED BARRIER (OR EQUIVALENT) SEE ARCHITECTURAL PLANS FOR DETAILS AND SPECS ELEVA77ONS SHOWN PER PLAN. ® CONSTRUCT 10' SEC77ON OF D.G. PAVEMENT ELEVA77ONS SHOWN PER PLAN. SPECIAL DISTRICT APPROVAL DESIGNED BY: LD BM DRAWN BY LD CHECKED BY.• BM ENGINEERING DIVISION APPROVALS CITY OFENMT, �, PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APPROVED- GRADING PLAN FOR: DATE: 11010 4A^ J- R.C.E. NO.: 59121 MASIH MAHER GLENN PRUI o0 BRENT C. MOORE EXP. 6 -30 -17 1 /29 /I!i ZB L DATE: DATE PLANNING CASE: 14 -240 GOP LA 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 PUBLIC WORKS DEPARTMENT HALL RESIDENCE 1325 RUBENSTEIN AVENUE APN 260- 074 -02 and 03 LO 0 0 3 M Q�pVISS /ON,q Quo � C• ,� � �, ° M "` No, 59121 o0 Exp. 6- 30 -17h-\ ff HIV qlE �k' CF C p`\Ep�� c ci tY fy ti DRAWING NO. ° ° R S C3 R �U 12620 -G W � n SHEET 3 OF 7 h CHANGE NO. 0 5 10 20 30 GRAPHICAL SCALE P. 12620 -G �////�(1'ff.l'�� 1325 RUBENSTEIN AVENUE /�I /VIII / /II/ APN 260 - 074 -02 and 03 N f� '�. "Oer PERMANENT POST CONSIRUCRO N BMP BIORETEIV770N BASIN NOT TO BE ALTERED WITHOUT CITY PERMIT VOTE' GRASS AND LANDSCAPE AREAS DESIGNATED FOR S70RM WATER POLLU7701V CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS NOTE. CONTRACTOR TO DEMOLISH, REMOVE AND PROPERLY DISPOSE OF OFFSIIE ALL EXIS77NG STRUC7URE5; HARDSCAPE, LANDSCAPING AND 1RR1GA776W WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. CONTRACTOR SHALL ADJUST ALL EXIS77NG AND PROPOSED U77LITY RIMS 70 FINISHED CRADE11RNISIIED SURFACE EXCEPT WIININ THE 810RE7EVROW BASINS, UNLESS OTHERWISE NO7E9. CAUAON ! THE LOCA776YV OF THE EUSANG U77LI77ES ON THESE PLANS ARE APPROX /MA IF AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONS7RUC770N. SEE SHEET 5 FOR IMPROVEMENIS WITHIN 7HE PUBLIC RIGHT -OF -WAY SEE SHEET 6 FOR HORIZONTAL CONTROL AND PRIVA7E U77LITY PLANS FILTER (M /RAP EQUIVALENT .n, /.✓ /V/1VL /I//1 //I V /1/11 /I I / / //I //VL/_J AT BOTTOM 3" NOTE- SEE AE WELL DETAIL ON SHEET 2 FOR ADDITIONAL DESIGN /NFORMA7701V FOR ROCK SEC77ON DETAIL: 3" MINUS ROCK SPREADER A T FORCEMAIN/PERFORA TED PIPE INTERFACE (PVT) NOT TO SCALE DESCRIPTION APPROVED DA 7E BENCH MARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY. LD BM JDRAKW BY LD CHECKED BY.• BM DESCRIP770N.-Cm of ENCINITAS BENCH MARK NO.. PLANS PREPARED UNDER THE SUPERVISION OF 1048 ( "ENC -48 ") DATE: 116 L0CA770N.• BRASS DISC IN INLET ON NORTH SIDE HORIZONTAL AS NOTED SANTA fE DR., NE RETURN IN70 SOWPPS HOSPITAL RECORD FROU.• RECORD OF SURVEY 18416 N/A BRENT C. MOORE R.C.E. N0.: 59'21 ELEVA770N.• 173.376 DATUM. NA W88 VERTICAL EXP. 6 -30 -.7 ENGINEERING DIVISION APPROVALS RECOMMENDED. APPR M •M ,--- MASIH MAHER GLENN PRUI 1/218/1 G 28 /c DATE. • DATE CONSTRUCIMN NOTES. © GRADE AREA TO DRAIN TO VEGETA7ED SWALE. ® CONSTRUCT VEGETATED SWALE PER DETAIL SHEET 2. CONTRACTOR SHALL UNDERCUT SWALE BY 3 INCHES TO ALLOW DLP7H FOR GORILLA HAIR MULCH SEC770V SHOWN PER DETAIL. ELEVATIONS SHOWN PER PLAN AT TOP OF MULCH LATER. ® EXIS77NG TORREY PINE TO BE PROTEC7E0 IN PLACE. THE ONLY GRADING TO OCCUR IN THIS AREA IS FOR THE DRIVEWAY AND VE6ETA7ED SWALE WHERE SHOWN. 16 CONSTRUCT HARDSCAPE /STEPS PER ARCHITEC7URAL PLANS ELEVA77ONS SHOWN PER PLAN. © CONSTRUCT FENCE WITH GA IF PER ARCHITECTURAL PLANS ® CONSTRUCT ARCHITECTURAL SITE WALL PER ARCHI7ECTURAL PLANS ® PR07ECT EXISTING WOOD FENCE IN PLACE. IF M90D FENCE NEEDS TO BE REMOVED IN ORDER TO CON57RUCT PROPOSED GRADING AND IMPROVEMENTS, THEN C6N77?AC70R SHALL REPLACE IN KIND OR BETTER TO THE SA77SFAC77ON OF THE OWNER ® 7RANS17ION fZOWLINE OF SWALE fROM TRIANGULAR SWALE TO IRAPEZODAL CHANNEL WITH 3' WIDE BOTTOM WIDTH. ELEVA77ONS SHOWN PER PLAN. ® CONSTRUCT 6" WIDE BY 12" DEEP CONCRETE MOW CURB (520 -C -2500 CONCRETE) AT OUTER EDGES OF DRIVEWAY. ® CONSTRUCT 12" THICK SEC77ON OF D.G. PAVEMENT. ELEVA77OVS SHOWN PER PLAN. ® CON57RUCT 5 112" PCC PAVEMENT (MODULUS OF RAPTURE OF 600 PS/ MIN) OVER 6' CLASS lI BASE. EZEV4 17CNS SHOWN PER PLAN. ® CONSTRUCT 3" THICK D.G. FOOT PATH WITH UNDERLYING NEED BARRIER (OR EQUIVALENT). SEE ARCHI7ECTURAL PLANS FOR DETAILS AND SPECS. ELEVA7701VS SHOWN PER PLAN. ® INSTALL 6" THICK SEC776N OF 3 -11VCH MINUS RIVER ROCK OR EQUIVALENT AT SWALE OU7IETS AND 7RANS1770N POINTS WHERE SHOWN. CON7RACTOR SHALL UNDERCUT SWALE TO ALLOW DEPTH FOR RIVER ROCK. EZEVA770NS SHOW PER PLAN AT TOP OF ROCK LAYER. 31 CONS7RUCT STEEL REINFORCED SIDEWALK UNDERDRA/N PER DETAIL SHEET 2. ELEVA77ONS SHOWN PER PLAN. © CONSTRUCT 31OREIEN770N BASIN i PER DETAIL SKEET 2. APPROXIMATE BASIN DIMENSIONS ARE 24.5' X 11.0' MINIMUM SURFACE AREA TO BE MAINTAINED BY PROPERTY OWNER IS 271.2 SQUARE FEET ELEV4770NS SHOWN PER PLAN. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU77ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF EA01VITAS ® CON57RUCT DEEPENED EDGE ON CONCRETE HARDSCAPE. SEE DETAIL SHEET 2 AND SEE ARCHITECTURAL /STRUCTURAL PLANS fOR AD017701VAL DETAILS. ® CONSTRUCT DEEPENED EDGE ON CONCRETE DRIVEWAY PLR DETAIL SHEET 2. EL£VA7701VS SHOWN PER PLAN. © CONSTRUCT MASONRY RETAINING WALL PER 5DRS0 C -1. ELEVATIONS SHOWN PER PLAN. ® CONSTRUCT 18" X 18" CATCH BASIN FOR 910RETENYON BASIN 1 PER DETAIL SHEET 2 ELEVA7701VS SHOWN PER PLAN AND SHEET 6. A 0.88" DIAMETER fZOW CONTROL ORIFICE TO BE INSTALLED AT EACH PERFORATED DRAIN COIVNEC7701V TO BOX PER DETAILS SHEET 2. ® CON57RUCT NET WELL WITH SUMP PUMP FOR STORM DRAINAGE PER DETAIL 5HFET 2. ® INSTALL 40'X 3.5' X 18" SEC77ON OF 3 INCA MINUS RIVER ROCK AT FORCEMAIN/PERFORATED PIPE OUTLET PER DETAIL THIS SHEET. PR07ECT EXISTING PROPERTY LINE FENCE IN PLACE. ® C011157RUCT 10" 771ICK 5EC7701V OF D.G. PAVEMENT ELEV4770015 SHOWN PER PLAN. ® CONSTRUCT DEEPENED VARIED HEIGHT CONCRE7E CURB PER C -1. ELEVA7701VS SHOWN PLR PLAN. DEEPEN CONCRETE CURB BY 6" FOR STANDARD SHOWN ON G -1. ® CONS7RUCT RIORE7EN770N BASIN 2 PER DETAIL SHEET 2. APPROX /MA 7E BASIN DIMENSIONS ARE 28. 0' X 15.0: MIN /MUM SURFACE AREA TO BE MAINTAINED BY PROPERTY OWNER IS 409.7 SQUARE fEET ELEVA77CNS SHOWN PER PLAN. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS. ® CONSTRUCT 18" X 18" CATCH BASIN FOR 810RE7ENNON BASIN 2 PER DETAIL SHEET 2 ELEVA77ONS SHOWN PER PLAN AND SHEET 6. A 1.09" DIAMETER fZOW CONTROL ORIFICE TO BE INSTALLED AT EACH PERFORATED DRAIN CONNECTION TO BOX PER DETAILS SHEET 2 ® CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -2. ELEVA7701VS SHOWN PER PLAN. ® ANY D£MOL1770N, REMOVAL OR ALTERA77ON TO THE EXIS77NG BLOCK WALL (EAST SIDE - CITY PARK) SHALL REQUIRE WRITTEN AUTHORTZA77ON FROM CITY PARKS AND RECREA77ON DEPARTMENT ® CONSTRUCT 6" THICK BY 12" DEPTH DEEPENED EDGE ON CONCRETE PAIEMENT WTIHLN 77IE LIMITS OF THE SWALE AT THE VE6EM7ED SWALE /CONCRETE INTERFACE. ® CONSTRUCT CONCRETE FOOT PA 7H. SEE ARCHITECTURAL PLANS FOR FINISHED SURFACE DETAILS AND SPECS. ELEVATIONS SHOWN PER PLAN. FINISHED GRADE SHALL MATCH FINISHED SURFACE ELEVA77ONS AT INTERFACE CITY OF ENMITAS GRADING PLAN FOR. PLANNING CASE: 14 -240 CDP 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 PUBLIC WORKS DEPARTMENT /QRpfE� SION9\ w No. 59121 Exp, 6 -30 -17 x} sr9TF C 1 V 1 CN O V\F4��\� 0f DRAWING NO. T4 LO 0 m v U3 Co cD 0 N O O �00 � h a HALL RESIDENCE 12620 -G �ozs °° �" 1325 RUBENSTEIN AVENUE d� APN 260 - 074 -02 and 03 N SHEET 4 OF 7 NO7F- THE FOLLOWING LANDSCAPING PLANT MATERIAL PALETTE SHALL BE INSTALLED WITHIN 7HE PUBLIC RIGHT OF -WAY AGAVE BLUE GYOW / AGAVE - 5 GALLON AGAVE 'VICTORIA£ RE6YNEA' / AGAVE - 5 GALLON ALOE SPECIES / CORAL ALOE - 5 GALLON SIREL10A RE67NAE /BIRD OF PARADISE - 5 GALLON CIS77JS /PURPLE ROCKROSE - 5 GALLON KNIPHORTA UVAR/A /RFD RED HOT POKER - 5 GALLON PHORMIUM 7ENAX AMAZING RED'/ DWARF RED FLAX - 5 GALLON FE57UCA EZMAH' BLUE /BLUE fESCUE - 1 GALLON GROUND COVER- TAN COLORED STABILIZED O.G. ACCENT BOULDERS: SEVERAL TAN COLORED ANGULAR STONE BOULDERS 24" TO 30" SIZE AT RANDOM LOCA77ONS IRRIGA77ON TECHNIQUE- DRIP SYS7EM W9TH LOW FLOW EMITTERS TO EACH PLANT NTH D.G. COVER SALE.• 0 5 10 20 30 GRAPHICAL SCALE IZI CURB DATA NO DELTA OR BRG. RADIUS LENGTH REMARKS 1 N 1774'41" W No, 59121 24.13' 4" AC BERM 2 N 7842'10" E rng 6. DO' 6" X 16" FLUSH CURB 3 N 1177'50" W Q s 69.77' 6' X 16" FLUSH CURB 4 N 7842'10" E .�.. 6.00' 6" X 16" FLUSH CUR8 5 N 117750" W 69.77' 6" X 16" fZUSH CURB 6 N 0273'46" W 1 1 16.16' 4" AC BERM 13+50 2' R -0 W DEDICA77ON TO BE GRAN7ED TO,DI7Y Of..E(JC ITAS PER DOCUMENT_ RECORDED ��tel�i AS F/P N0. 7014- s100Mt11 "O.IL� ti 70P OF CURB h A 190' Lr..... 14 +00 cN $ ° o Fa w y 14+50 SEE SYIEETS 3 & 4 FOR ON -SITE PRECISE' QPADING SE£ SHEETS 6 FOR HORIZONTAL C00ROL/PR /VA7F U77LITY PLAN CONTRACTOR SHALL ADJUST ALL EXISTING AND CAU77ON ! 7HE LOCA770N OF THE EVS77NG U77LI77ES PROPOSED U77LITY RIMS 70 FINISHED GRADE / ON THESE PLANS ARE APPROMMA7F AND FIN15YIED SURFACE SHALL BE IERIR7ED BY THE CONTRACTOR PRIOR 70 CONSTRUCTION. CHANGE NO. DESCRIPTION APPROVED DA TE BENCH MARK SCALE DESCRIPTION. CITY OF ENCINITAS BENCH MARK NO. 1048 ("ENC -48 ") LOCA770N.• BRASS DISC IN INLET ON NCR7H &D£ HORIZONTAL AS NOTED SANTA FF DR., NE RETURN INTO SCRIPPS HOSPITAL RECORD FROM: RECORD OF SURVEY 18416 VERPCAL AS NOTED EL£VA770N.• 173.376 DATUM.• AA V988 PLAN RUBENSTEIN A VENUE 15 +00 C7ICTAVI GRIND & I kERLA Y ' FOA PRIVATE I°EQMFAI31-E (•OA'f)f&TE IOAVBas 5NRROAtMp #,Q 8%rjmsy!e"cerE Cuttu 1v1?Whv paeclG al�dr ecLwA�, seE ITAle.CeP a c VA9�A�•�MA /IVT7r..V/�AAGt: e4i� REMavAL eV1/1,V*A01'r EAO"oAKA% 9AA7_ Psfrnr -we 12G2.v -PC Rgrev*' 1v_0 1161ze"es AS F' -IP Nd. 7014-0ev#13I 2'- 4' V BELGARD AQUABR/C law w w .: PA WN6; 6w C; LA4S ; $ /CBA � _.... -. .. 6'X16' PCC FLUSH CURB- ' o 0 0 0 AT EDGE OF PAVING;• V010 FILLER - 118" 70 318" (N0. 80 AGGREGATE IN VOIDS (7)P) .._ ..._.. W - - - -: BEDDING COURSE - 2" THICK OF 1/8" SOIL SU864ADE� TO 3 18 " (N0. 8) AGGREGATE CHOKER COURSE - 4" !HICK OF 3/8" TO 112" (NO. 57) CRUSHED ROCK MINIMUM 6" THICK OF 314" CRUSHED ROCK DETAIL: PERVIOUS PA 6RS IN PUBLIC R -O -W NOT TO SCALE NO TES: -ALL AGGREGATE MUST BE CLEAN/WASHED AND fREE OF FINES (SAND, SILT ETC) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE -WALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER UNDER OR R7LTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGILY EXPANSYVE SOIL - SWORA /N MAY BE REQUIRED PLANTER AREA w 2N f., '4" AC PAVEMENT 6' CLASS II BASE DETAIL: AC BERM STRUCTURAL SEC77ON NOT TO SCALE NOTES- -PG- 70- 10 GRADE ASPHALT 70 BE USED FOR AC BERM -AC BERM MAY BE SHAPED AND COMPACTED {49TH AN £X7RUSYON MACHINE OR OTHER EQUIPMENT CAPABLE OF SHAPING AND COMPAC77NG THE MATERIAL TO THE REQUIRED CROSS- SEC770N. CONS7RUC77ON NOTES. 4a> SA$CUT LINE 20 REMOVE AND PROPERL Y DISPOSE OF OFFSITE EXIS77NG REDWOOD HEADER 0 RELOCAIF EXISTING fZAG POLE OUTSIDE OF PROPOSED R -O -W. CONTRACTOR TO COORDINAIF W7771 OWNER FOR LOCA770N. ® REMOVE AND PROPERL Y DISPOSE OF OFFS17F POR77ON OF EMS77NG SPLIT RAIL FENCE ADJACENT TO PROPERTY FRONTAGE 50 RELOCATE EXIS771VG MAIL BOX BEHIND PROPOSED CURB. LOCA7TON TO BE DETERMINED IN 7HE FIELD TO THE SA 779'AC71ON OF THE OWNER © REMOW AND PROPERLY DISPOSE OF OFFSI7E EXISTING AC DRIVEWAY 0 CONSTRUCT CONCRETE BAND WTH 5.5 "PCC CONCRETE OVER 6" OF CLASS II AGGREGATE BASE ( *). ELEVA77ONS SHOW PER PLAN. © CON57RUCT CONCRETE SIDEWALK NTH 4 " PCC CONCRETE ON N477VE ( *J. ELEVA77ONS SHOWN PER PLAN. 09 CONSTRUCT CONCRETE PER14OUS PAVERS PER DETAIL THIS SHEET TO THE SA77SFAC77ON OF THE CITY ENGINEER ELEVA77ONS SHOWN PER PLAN. ® 7RENCH RESURFACING PER SORS9 G -24A 11 WATER DISTRICT TO UP-0E EXIS77NG 314" WATER SERVICE 70 1" DUAL DOMES77CIRRE WATER SERVICE WITH 3/4" DOMES77C METER AND 1" FIRE METER PER WAS WS -09 AND WC -17 AT OWNER'S EXPENSE ( *) THE ABOVE MEN77ONED SEC77ON IS FOR PRELIMINARY DESIGN AND SHALL BE CONFIRMED BY THE QED TECHNICAL ENGINEER OF RECORD BY FINAL 7ES77NG AND OBSERVA7701V 50' 1 12' 13 13 I 12' SITE lSLOPE VARIES SLOPE VARIES EXIST. EDGE OF PAVEMENT EXIST EDGE OF PAVEMENT TYPICAL STREET SECTION- EXIST. RUBENSTEIN AVE NOT TO SCALE 28441 Rancho California Rd., Suite 100 SCALE. 1 " =10' Temecula, C 1 92590 Ph. (951) 587 -2020 SPECIAL DISTRICT APPROVAL DESIGNED BY LD BM I DRAWN BY LD CHECKED BY BM ENGINEERING DIVISION APPROVALS CITY OFEYViTAS PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APP OVE IMPROVEMENT PLAN FOR: DATE: /4b ,,A N, � RUBENSTE /N A VENUE VENUE NO.: 59121 MASIH MAHER GLENN PRUIM BRENT C. MOORE 112.Q1 1(e /�LB� /L EXP. 6 -30-17 DATE: DAB 1 PLANNING CASE: 14 -240 CDP STA 13+66.62 TO 14+76.36 0 0 m 3 LD LD ro ti �J T� QRpFESS /Oa4! V V 41 V N �N z of No, 59121 00 Exp, 6 -30 -17 z} rng rl 0 IN1V �� qjf CIN ° Q s 3a ° a DRAWING NO. .�.. 1�. w, h �Ua z� 12620 -G � co z° o. ^^\ Cn o Ln m� SHEET 5 OF % o. 0 ° O ° .... y 4 _...., i o SEE SYIEETS 3 & 4 FOR ON -SITE PRECISE' QPADING SE£ SHEETS 6 FOR HORIZONTAL C00ROL/PR /VA7F U77LITY PLAN CONTRACTOR SHALL ADJUST ALL EXISTING AND CAU77ON ! 7HE LOCA770N OF THE EVS77NG U77LI77ES PROPOSED U77LITY RIMS 70 FINISHED GRADE / ON THESE PLANS ARE APPROMMA7F AND FIN15YIED SURFACE SHALL BE IERIR7ED BY THE CONTRACTOR PRIOR 70 CONSTRUCTION. CHANGE NO. DESCRIPTION APPROVED DA TE BENCH MARK SCALE DESCRIPTION. CITY OF ENCINITAS BENCH MARK NO. 1048 ("ENC -48 ") LOCA770N.• BRASS DISC IN INLET ON NCR7H &D£ HORIZONTAL AS NOTED SANTA FF DR., NE RETURN INTO SCRIPPS HOSPITAL RECORD FROM: RECORD OF SURVEY 18416 VERPCAL AS NOTED EL£VA770N.• 173.376 DATUM.• AA V988 PLAN RUBENSTEIN A VENUE 15 +00 C7ICTAVI GRIND & I kERLA Y ' FOA PRIVATE I°EQMFAI31-E (•OA'f)f&TE IOAVBas 5NRROAtMp #,Q 8%rjmsy!e"cerE Cuttu 1v1?Whv paeclG al�dr ecLwA�, seE ITAle.CeP a c VA9�A�•�MA /IVT7r..V/�AAGt: e4i� REMavAL eV1/1,V*A01'r EAO"oAKA% 9AA7_ Psfrnr -we 12G2.v -PC Rgrev*' 1v_0 1161ze"es AS F' -IP Nd. 7014-0ev#13I 2'- 4' V BELGARD AQUABR/C law w w .: PA WN6; 6w C; LA4S ; $ /CBA � _.... -. .. 6'X16' PCC FLUSH CURB- ' o 0 0 0 AT EDGE OF PAVING;• V010 FILLER - 118" 70 318" (N0. 80 AGGREGATE IN VOIDS (7)P) .._ ..._.. W - - - -: BEDDING COURSE - 2" THICK OF 1/8" SOIL SU864ADE� TO 3 18 " (N0. 8) AGGREGATE CHOKER COURSE - 4" !HICK OF 3/8" TO 112" (NO. 57) CRUSHED ROCK MINIMUM 6" THICK OF 314" CRUSHED ROCK DETAIL: PERVIOUS PA 6RS IN PUBLIC R -O -W NOT TO SCALE NO TES: -ALL AGGREGATE MUST BE CLEAN/WASHED AND fREE OF FINES (SAND, SILT ETC) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE -WALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER UNDER OR R7LTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGILY EXPANSYVE SOIL - SWORA /N MAY BE REQUIRED PLANTER AREA w 2N f., '4" AC PAVEMENT 6' CLASS II BASE DETAIL: AC BERM STRUCTURAL SEC77ON NOT TO SCALE NOTES- -PG- 70- 10 GRADE ASPHALT 70 BE USED FOR AC BERM -AC BERM MAY BE SHAPED AND COMPACTED {49TH AN £X7RUSYON MACHINE OR OTHER EQUIPMENT CAPABLE OF SHAPING AND COMPAC77NG THE MATERIAL TO THE REQUIRED CROSS- SEC770N. CONS7RUC77ON NOTES. 4a> SA$CUT LINE 20 REMOVE AND PROPERL Y DISPOSE OF OFFSITE EXIS77NG REDWOOD HEADER 0 RELOCAIF EXISTING fZAG POLE OUTSIDE OF PROPOSED R -O -W. CONTRACTOR TO COORDINAIF W7771 OWNER FOR LOCA770N. ® REMOVE AND PROPERL Y DISPOSE OF OFFS17F POR77ON OF EMS77NG SPLIT RAIL FENCE ADJACENT TO PROPERTY FRONTAGE 50 RELOCATE EXIS771VG MAIL BOX BEHIND PROPOSED CURB. LOCA7TON TO BE DETERMINED IN 7HE FIELD TO THE SA 779'AC71ON OF THE OWNER © REMOW AND PROPERLY DISPOSE OF OFFSI7E EXISTING AC DRIVEWAY 0 CONSTRUCT CONCRETE BAND WTH 5.5 "PCC CONCRETE OVER 6" OF CLASS II AGGREGATE BASE ( *). ELEVA77ONS SHOW PER PLAN. © CON57RUCT CONCRETE SIDEWALK NTH 4 " PCC CONCRETE ON N477VE ( *J. ELEVA77ONS SHOWN PER PLAN. 09 CONSTRUCT CONCRETE PER14OUS PAVERS PER DETAIL THIS SHEET TO THE SA77SFAC77ON OF THE CITY ENGINEER ELEVA77ONS SHOWN PER PLAN. ® 7RENCH RESURFACING PER SORS9 G -24A 11 WATER DISTRICT TO UP-0E EXIS77NG 314" WATER SERVICE 70 1" DUAL DOMES77CIRRE WATER SERVICE WITH 3/4" DOMES77C METER AND 1" FIRE METER PER WAS WS -09 AND WC -17 AT OWNER'S EXPENSE ( *) THE ABOVE MEN77ONED SEC77ON IS FOR PRELIMINARY DESIGN AND SHALL BE CONFIRMED BY THE QED TECHNICAL ENGINEER OF RECORD BY FINAL 7ES77NG AND OBSERVA7701V 50' 1 12' 13 13 I 12' SITE lSLOPE VARIES SLOPE VARIES EXIST. EDGE OF PAVEMENT EXIST EDGE OF PAVEMENT TYPICAL STREET SECTION- EXIST. RUBENSTEIN AVE NOT TO SCALE 28441 Rancho California Rd., Suite 100 SCALE. 1 " =10' Temecula, C 1 92590 Ph. (951) 587 -2020 SPECIAL DISTRICT APPROVAL DESIGNED BY LD BM I DRAWN BY LD CHECKED BY BM ENGINEERING DIVISION APPROVALS CITY OFEYViTAS PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APP OVE IMPROVEMENT PLAN FOR: DATE: /4b ,,A N, � RUBENSTE /N A VENUE VENUE NO.: 59121 MASIH MAHER GLENN PRUIM BRENT C. MOORE 112.Q1 1(e /�LB� /L EXP. 6 -30-17 DATE: DAB 1 PLANNING CASE: 14 -240 CDP STA 13+66.62 TO 14+76.36 0 0 m 3 LD LD ro ti �J T� QRpFESS /Oa4! 41 10t, N �N z O o No, 59121 00 Exp, 6 -30 -17 z} s rl 0 IN1V �� qjf h OF C K\-\F Q s 3a ° a DRAWING NO. h �Ua 12620 -G Wcs� ti SHEET 5 OF % € 0 10 20 40 GRAPHICAL SCALE SERE SHEETS 3 AND 4 FOR ON -517E PRECISE GRADING CAUTION ! THE LOCA7701V OF THE EXIS771VG U77LI77ES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERlf7ED BY THE CONTRACTOR PRIOR TO CONS7RUC770N. CHANGE NO. DESCRIPTION M aE WANU P OOCNNENT — NO DELTA OR BRG. A5 Flp N0. LENGTH REMARKS b$ OR /E 8' PVC SDR -35 31.22' 4" PVC SDR -35 2 OX 2 N7834 070E 1.209 I 4' PVC SDR -35 2. OX 4 N7834'070E I I I € 2' PVC SCH 80 0 I r /1 S_ SURGE '\ 2' PVC SCH 80 0.86% 5 N7842'100E 4: 66.50' I € I. 20% 6 N2277110T 4' PVC SDR -35 PERF 44.29' 4" PVC SDR -35 2. OX 7 I. 1 1 5.00' 4' PVC SDR -35 2 OX 8 N5357'40'W 1 15:5 00' 4" Ply SDR -35 W 1 l; FI I:I rs i s o Vt € i ,r I: E r M aE WANU P OOCNNENT — NO DELTA OR BRG. A5 Flp N0. LENGTH REMARKS SLOPE OR /E 8' PVC SDR -35 31.22' 4" PVC SDR -35 2 OX 2 N7834 070E 1.209 95.24' 4' PVC SDR -35 2. OX 3 N7834'070E 4 50.26' 2' PVC SCH 80 0 SWR co (f /1 S_ SURGE '\ 2' PVC SCH 80 0.86% 5 N7842'100E 659' SWR G 0. RIM 187,90 /.. 1E- 182.72 1 ro,�«IF 18M RIP IKS 6-w PAD /Sao A. �.a SEE SHE£T5 FOR IMPROVEMENTS WITHIN PUBLIC RIGHT- OF-WAY FOR RUBLN50N AVENUE CONTRACTOR SHALL ADJUST ALL EXIS77NG AND PROPOSED U77UTY RIMS 70 RNISHED GRADE/ RN /S7 /ED SURFACE EXCEPT WITHIN THE 816RE7EN776N BASINS 2p — — 1AR15- — — WET WELL RIM= 182.10 IE IN= 176.50(8') 80TTOM= 175.10 VAR — NO DELTA OR BRG. RADIUS LENGTH REMARKS SLOPE 1 /E 8' PVC SDR -35 31.22' 4" PVC SDR -35 2 OX 2 N7834 070E 1.209 95.24' 4' PVC SDR -35 2. OX 3 N7834'070E 4 50.26' 2' PVC SCH 80 l SWR co (f N4231'080W N75172'04 "W '\ B� 1 1P -1807 <2> SEWER DATA PRIVATE NO DELTA OR BRG. RADIUS LENGTH REMARKS SLOPE 1 N5677'50'W 8' PVC SDR -35 31.22' 4" PVC SDR -35 2 OX 2 N7834 070E 1.209 95.24' 4' PVC SDR -35 2. OX 3 N7834'070E 4 50.26' 2' PVC SCH 80 4' PIS SDR -35 PERF 4 N4231'080W N75172'04 "W 68.77' 2' PVC SCH 80 0.86% 5 N7842'100E 659' 66.50' 4" PVC SDR -35 20% 6 N2277110T 4' PVC SDR -35 PERF 44.29' 4" PVC SDR -35 2. OX 7 N7842'10"E 1 1 5.00' 4' PVC SDR -35 2 OX 8 N5357'40'W 1 15:5 00' 4" Ply SDR -35 2. OX *SEWER FORCE MAIN APPROVED DATE BENCH MARK SCALE DESCRIP770N.•CITY OF ENCINITAS BENCH MARK N0. 1048 (ENC -48 LOCA7701V BRASS DISC IN INLET ON NORTH SIDE HORIZONTAL AS NOTED SANTA FE DR., NE RETURN INTO SCRIPPS HOSPITAL RECORD fROM.• RECORD OF SURVEY 18416 :IrDT'CAI N/A ELEVATION.• 173.376 DA7UM,• NAVD88 I pJtfNANT Np:OdVC pPY Cf fNp/8FA5 NaReafss Tw cross -L As r/P SOf Rfp€40f0 filw AS �/P NO 2016 �2�� ON •I I.ti I� � � J i 18'X18" 09 TG =1BL80 lE IN= 17680(80) IE /N= 177.90(4" PERF) IE OUT =176.70(87 \ \ DATA PVT ASE YAR£5 v w VA RkS ` I REMARKS SLOPE 1 N1557'48'W 25.04' 8' PVC SDR -35 359x 2 N2433'04 'W 16.28' 8' PVC SOR -35 1.209 3 N487246"W 7.76' 1-112m PVC SDR -40 I PLANNING CASE. 14 -240 CDP APN 260- 074 -02 and 03 4 N75172'04'W 1465' 4' PIS SDR -35 PERF 1.21% 5 N75172'04 "W 12.60' \ 0.86% 6 N7544'01 W 659' 4' PVC S9R -35 PERF 1.16% 7 N75¢401'W 11.46' 4' PVC SDR -35 PERF 0.87X 8 N7833'24 £ 1> 4" PVC SDR -35 PERF 1E- 17400. •a OW > �V� J IF 18560 r t Lj IF IN =17664 BOTTOM =na 10 Q STORM DRAIN DATA PVT NO DELTA OR BRG. LENGTH REMARKS SLOPE 1 N1557'48'W 25.04' 8' PVC SDR -35 359x 2 N2433'04 'W 16.28' 8' PVC SOR -35 1.209 3 N487246"W 7.76' 1-112m PVC SDR -40 I PLANNING CASE. 14 -240 CDP APN 260- 074 -02 and 03 4 N75172'04'W 1465' 4' PIS SDR -35 PERF 1.21% 5 N75172'04 "W 12.60' 4' PVC SDR -35 PERF 0.86% 6 N7544'01 W 659' 4' PVC S9R -35 PERF 1.16% 7 N75¢401'W 11.46' 4' PVC SDR -35 PERF 0.87X 8 N7833'24 £ 30.00' 4" PVC SDR -35 PERF 0.009 *FORCE MAIN LE 90. PROPERTY LINE/ PROJECT BOUNDARY O10' CURB ( PVT) ..................................... ............S0G - 150.................. ............. .. ....... ............... Q 5 112' PCC PAVEMENT OVER 6' CLASS ll BASE ..................... 9....... ............................... CONCRETE SHALL BE 600 PSI MIN MODULUS AND RAPTURE O3 12" DECOMPOSED GRANITE PAVEMENT ........ ............................... . (* l... ............................... ® 18 "X18' CATCH BASIN ( PVT) ..................................... ........... .............SLOE_ DETAIL., SHEET 2..... O5 SEWER SURGE TANK ( PVT) .... ............................... ............................ SEE PLUMBING PLANS © 4' DIAMETER WET WELL (STORM DRAIN) ( PVT) ........ ...........................SEE. /1EIAlL.. SNIT. 2.... . Ali ➢_ —.. a7 4' PVC SEWER LA7ERAL ( PVT) ................. SDS..l02 /10�. SOS — .105,..505 - 108..505- 1f0(CJ.. ® SEWER CLEANOUT ( PVT) .... ............................... SDS.103 ......... i \\ O SEWER WET WELL W1 SUMP PUMP ( PVT). .............. Wr. PLUM BING.. PM N. S................................ \ \\ 1 \ ® 10- DECOMPOSED GRANITE PAVEMENT Q SEWER FORCEMAIN CLEANOUT (PVT) ........................ SEE.PLUMB /NG PLANS . ......... ............................... I M THE ABOVE MEN7701VED SECTION IS FOR PRELIMINARY DESIGN AND SHALL BE CONFIRMED IBY THE GE07ECHNICAL ENGINEER OF RECORD BY FINAL 7ES77NG AND OBSERVA770N � I � NOTE,• OWNER TO MAINTAIN PRI VA TE SEWER EJECTOR PUMP SYSTEM IN ACCORDANCE WITH 'PRIVATE SEWER EJECTOR PUMP MAINTENANCE AGREEMENT" RECORDED _Ll I _ i __ AS F/P NO. 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 SPECIAL DISTRICT APPROVAL DESIGNED BY LD BM I DRAWN BY LD CHECKED BY. By ENGINEERING DIVISION APPROVALS MY OFEMMAS PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED: APPR VED• HORIZONTAL CONTROL /PRIVATE UTILITY PLAN FOR: DATE: '"1'6 �. HALL RESIDENCE Exp. 6 -30 -17 1g R.C.E. NO.: 59121 BRENT C. MOORE MASIH MAHER' GLENN PRUIM 1/2 Gil r. 112,S 1325 RUBENSTEIN AVENUE EXP. 6 -30 -17 DA 7E. DADA —TE. ' I I PLANNING CASE. 14 -240 CDP APN 260- 074 -02 and 03 a O O h 0 0 0 m 3 U3 0) cD QROFESS /O,y9! 4, F N ' No. 59121 cc kn Exp. 6 -30 -17 x} sr �IV1� qJf OF C A`\E��� ci tl a, DRAWING NO. ° a � � N 12620 —G rs SHEET 6 OF 7 N EROSION CONTROL N07ES 1. THE EROSION CONTROL C010RAC7OR SHALL BE RESPONSIBLE FOR THE INSPEC77ON AND MODIFICA7701V OF THE EROSION CONTROL DEW7CES, AS NECESSARY, DURING 7HE RAINY SEASON. THE CONTRACTOR, PERMIT7EE, OR OWNER SHALL BE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF 771E EROSION CONTROL DEVICES DURING THE RAINY SEASON. 2 TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCA7ED OR MODIFIED AS THE WORK PROGRESSED AS RECOMMENDED BY THE 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 UPON STAR77NG OPERA770NS AND PERIODICALLY AF7FR AS DIREC70 BY THE INSPECTOR. 4. STAND -BY CREWS SHALL BE ALER7E0 BY THE CONTRACTOR, PERMITTEE OR OWNER FOR EMERGENCY WORK DURING RAINSTORMS 5. ALL U77LITY 7RENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE OF 7HE WORK DAY lF A 40- PERCENT CHANCE OF RAIN IS PREDICTED. 6 PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPAVED AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MA7ERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLE7EL Y ACROSS THE S7REET OR CHANNEL AT RIGHT ANGLES TO THE CENTER LINE. EARTH MAY NOT BE USED AS VELOCITY CHECK DAMS GRADE OF S7REET IN7ERVAL NUMBER OF LESS THAN 20X AS REQUIRED BAGS HIGH 2X - 4X 100 FEET 1 4X - 6X 50 FEET 1 6X - 10X 50 FEET 2 INSTALL SYL T FENCE OVER 1OX 25 FEET 2 SEE DETAIL THIS SHEET 7 PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED BELOW UNLESS CHANNELS ARE LINED WTH TEMPORARY MATERIALS SUCH AS PLAS77C SHEEANG. GRADE OF CHANNEL INTERVAL LESS THAN 3X 100 FEET 3X - 6X 50 FEET OVER 6X 25 FEET B. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT RPOM ENTERING THE STORM DRAIN SYSTEM. 9. A GUARD SHALL BE POS7ED ON SITE 1WENEVER THE DEPTH OF WA7FR IN ANY UNFENCED FACILITY EXCEEDS TWO (2) FEET. 10. ALL REMOVABLE PROTEC770N DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40- PERCENT, AFTER EACH RAINSTORM EXCEEDING 1 4 /NCH IN A 12- HOUR PERIOD. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESIL77NG BASINS, AND BASINS SHALL BE PUMPED DRY. 11. EFFE077VE PLAN77NG SHALL BE INSTALLED, FULLY GERMINA7ED, AND SHALL EFFEC77VELY COVER THE REQUIRED SLOPES & DISTURBED AREAS PRIOR TO FINAL APPROVAL. THE PLAN77NG MIX SHALL BE APPROVED BY THE DIRECTOR OF PUBLIC WORKS PRIOR TO INSTALLA770N. NON- 1RRIGA7ED HYDRO -SEED MIX.• GERM BOTANICAL NAME COMMON NA &AC PURITY 94 IF A7RIPOEX SEM/BACCATA CREEPING SALTBUSH 7 90 82 ESCHSOLZIA CALIFORNICA CALIFORNIA POPPY 3 95 75 GAZANIA SPLENDENS GAZANIA 12 95 75 LOBILARIA MARI77MA(WOLET QUEEN) SWEET ALYSSUM 3 95 70 PLANTAGOINSULARIS PLANTAGO 20 95 75 TOTAL 11A 45 HYDRO -SEED REQUIREMENTS- MULCH- 1500,E /AC AGRONO -MULCH BINDER: 1201 1AC AGRONO -TAC 2511A FIBER PLUS POLYMER. 5911AC TERRA -SORB GB 12. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON 517E AND STOCKPILED AT CONVENIENT LOCA77ONS TO FACILITATE RAPID CONS7RUC77ON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CON7ROL MEASURES WHEN RAIN IS EMINENT A STAND -BY CREW SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON. 13 ALL EROSION CON7ROL PLANS MUST PROWDE A 24 -HOUR 7ELEPHONE NUMBER AND THE NAMES) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A 7ELEPHONE ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. .xc Ur LHIL tnla ancc t I t Tr/ CONTACT BRUCE N. HALL 7FL. NO. (760) 223 -5810 1. SET POSTS AND EXCAVAIF A 14. DEVICES SHOWN ON PLANS SHALL NOT BE REMOVED OR MODIFIED 4 BY 4 IN (10 BY 10 QN) WITHOUT THE APPROVAL OF THE INSPECTOR. 7RENCH UPSLOPE FROM AND 15. THE CONTRAC70R SHALL RESTORE ALL EROSION CONAYOL DEVICES ALONG THE LINE OF POSTS TO WORKING ORDER TO THE SA77SFAC77ON OF THE CITY ENGINEER OR INSPECTOR AFTER EACH RUN -OFF PRODUCING RAINFALL OR OTHER SOURCE OF WATER CAUSING EROSION TO THE SITE. 16. THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS " DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 17 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC 7R£SPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATF A HAZARDOUS CONDl770N. 2 ATTACH 771E FILTER FABRIC TO 18. CON7RACT0R TO PROTECT ALL EXIS77NG HARDSCAPE AND LANDSCAPED 771E WIRE FENCE AND EXTEND IT AREAS AND REPLACE IN KIND ANY REMOVED OR DAMAGED AREAS PER THE INTO 7HE 7RENCH. LANDSCAPE ARCHITECT, OWNER, ENGINEER OF WORK, OR THE CITY ENGINEER. ICI ol� BIZ SED ROL. FINISH GRADI WOOD STAKE 19MM X 199M MAX 12M SPACING E117RENCHMENT DETAIL IN SLOPE AREA ENTRENCHMENT DETAIL IN FLAT AREA RBER ROLL (PVT) NOT TO SCALE 4 IN (10 CM) INSTALL SIL T FENCE 0 PL W/ FIBER ROLLS INSTALLED AT BASE SEE DETAIL THIS SHEET (TIP) J. BACKRLL AND COMPACT 7HE EXCAVATED SOIL. L ., SIL T FENCE DETAIL SILT FENCE NOTES: NOT 70 SCALE 1. POSTS FOR SILT FENCES SMALL BE E77HER 4- INCH - DIAMETER WOOD OR EQUIVALENT WITH A MINIMUM LENGTH OF 5 FEET. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO 7HE (.ROUND (MINIMUM OF 12 INCHES). 2" D1A. WOOD OR EQUIVALENT MAY BE USED PROVDED POST SPACING DOES NOT EXCEED 4' 2. A TRENCH SHALL BE EXCAVA7ED APPROXIMA 7EL Y 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF POSTS J. THE RL7FR FABRIC SHALL BE STAPLED TO THE POST, AND 5 INCHES OF THE FABRIC SHALL EX7EN0 INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. RL7ER FABRIC SHALL NOT BE STAPLED TO EXIS77NG 7REES 4. THE 7RENCH SHALL BE BACICRLLED AND THE SOIL COMPACTED OVER THE TOE OF THE RLTER FABRIC. 5. THE MAXIMUM DRAINAGE AREA BEHIND IRE SILT FENCE SHALL BE 40 ACRE. 6. THE MAXIMUM SLOPE LENGTH BEHIND 7HE BARRIER SHALL BE 100 FEET. NOTE.- ALL EXPOSED /DISTURBED DIRT SHALL BE LANDSCAPED OR HYDROSEEDED AND IRRIGATED PRIOR TO FINAL. EXIS77NG GROUND CORRUGATED S7EEL PANELS 24' MINIMUM PUBLIC 12" MINT - - PROFILE FE TER FABRIC D AGGREGAIF GREATER THAN pUBLlC AND SMALLER THAN 6'--7 STREET 50' MIN. CORRUGATED STFEL PLAN PANELS (24' MINIMUM) INSTALL TEMPORARY CHA/NLINK FENCE OR ALTERNAIF TO DIRECT CON57RUC77CN 77?AFFIC THROUGH THE STABILIZED C0NS7RUC77CN ENTRANCE PROVIDE APPROPRIATE TRANS17701V BETWEN STABILIZED CCN57RUCAON ENTRANCE AND PUBLIC ROAD STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE STANDARD TC -1 MODIFIED AS FOLLOWS: - METAL SHAKER FLA7ES WILL BE REQUIRED AT ALL LOCA77ONS UNLESS SPECIFICALLY WAIVED BY THE ENGINEERING INSPECTOR DUE TO SI7F CONSTRAINTS - A FENCE, BARRICADE OR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR SHALL BE USED TO RES77?ICT CONS7RUCT70N 7RAF7 =IC TO THE CONSAYUC770N EN7RANCE 0 10 20 40 60 GRAPHICAL SCALE F�i'I STABILIZED CONST ENTRANCE (TC -1) SILT FENCE (SE-1) FIBER ROLLS (SE -5) GRAVELBAG CHECK DAM (SE-6) STORM DRAIN INLET PR07FC77ON (SE -10) CONCRETE WASTE MANAGEMENT* (W -6 & WM -8) CONCRETE WASHOUT FACILI7IES* (WM -B) WASTE MANAGEMENT FACILIAES* ({491/ 5 & 10) MATERIAL DELIVERY AND STORAGE* S7REET SWEEPING AND VACUUMING* (SE 7) STOCKPILE MANAGEMENT* (W-3) VEHICLE STORAGE AND SERVICE AREA* (NS B, 9 & 10) EQUIPMENT STORAGE AND SERVICE AREA* (NS 8 9 & 10) SPILL PREVEN770N AND CON7ROL * (WV -4) WATER CONSERVA77ON PRA C77CES* (Ns -1) PAVING & GRINDING OPERA77CN* (NS -3) f•.r w.� f CONCRETE WASTE CONCRETE WASH WASTE MNGMT MA TERIAL STORAGE STREET SWEEPING STOCKPILE MNGMT. VEHICLE STORAGE EQUIPMENT STORAGE SPILL PREVENT WA TER CONSERVE PA ONG * CONTRACTOR TO DEIERMINE LOCA770N(S) IN FIELD, LOCA7701VS MAY CHANGE THROUGHOUT THE DURA7701V OF CONS TRUC77ON. CONTRACTOR SHALL UPDATE THE PROJECT SWPPP WITH ALL FIELD CHANGES FLAT AREAS OF LESS THAN 5X (LIKE BUILDING PADS, PARKING AREAS, LEACH FIELDS) SHALL HAVE 10OX PROTEC77ON USING GE07EX77LES, 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 -B), OR JUTE MAT77NG (EC -7). AREAS OF GRADED PADS THAT HAVE AC77W S7RUC711RE C0NS7RUC77CN UNDERWAY MAY BE PROIECTED BY ROLLED PLAS77C AS PART OF A WEATHER- TRIGGERED AC7701V PLAN UN77L THE STRUCTURE'S ROOF HAS BEEN COMPEE7E0. THE REMAINDER OF THE PAD AREA MUST CON77NUE TO BE PR07EC7ED USING EROSION CON7ROL MEASURES IDEN77RED ABOVE. 28441 Rancho California Rd., Suite 100 Temecula, CA 92590 Ph. (951) 587 -2020 / /�pFESS /ONq\ m No. 59121 Exp. 6 -30 -17 sr9Tf01v 1 \' 0 C AS \ CHANGE NO. DESCRIPTION APPROVED DA 7E BENCH MARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY.• LOAM DRAWN BY: LD CHECKED BY BM ENGINEERING DIVISION APPROVALS CITY OFENMffAS PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRiPnON CITY of ElVaNITAS BENCH MARK NO.. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEQ: APPRQ EROSION CONTROL PLAN FOR: 1048 (ENC -48) DAB' 116111 /V`w/ - HALL RESIDENCE 12620 -G LOCATION BRASS DISC IN INLET ON NORTH SIDE HORIZONTAL AS NOTED �Q /I� SANTA FF DR., NE RETURN INTO SCRIPPS HOSPITAL R.C.E. NO.: 59121 MASIH MAHER GLENN PRUIM 1325 RUBENSTEIN AVENUE RECORD FROM.• RECORD OF SURVEY 18416 VE BC L N/A BRENT C. MOORS ELEVA770N.• 173.376 DATUM. NAVD68 R, A I EXP. 6 -3D-17 DATE. DATE —� PLANNING CASE: 14 -240 CDP APN 260 - 074 -02 find 03 1 SHEET 7 OF 7 0 0 m 3 0 LD Go ro 0 0 0 o� �00 r h kn �h �a �o h a 0 uU a Nh