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2010-10642 G (Plans) R#�f FJ IQT E 1 #AW Qi+FTRQL ST AI#WATE "M)-w =.:1^ ^I Am-p , ', c_g%AT.-m TO CINST-99MRALT-Affm 1� AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT SHARVAAPURW AT ) . - CONCRETE WASHOUT �= . :AIf AP OWNER lW TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT IC 0 ,S /` O CA qz2 1 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAI UR€ TO DO SO WILL RESULT IN 24 HOURS A DAY, CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, /['_(8 55I> T7/-32/2 ISSUANCE OF A STO P WORK , #T H BE MADE AVAILABLE AT ALL TIMES Y E AD -RE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. � 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORKS ALL PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCES STEM OR ANY RECEIVING WATER. CONTRACTOR SHALL $. _.. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 449 RANCHO SANTA FE RD DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE. RAPID ENCINITAS CA 92024 T CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL LEGAL DESCRIPTION AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. PANELSIPLATES. LOi S /09 THRU 114 f3L K 36 UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES OLIVfWHA/N COLONY BLOCKS 31 36 THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING,VEHICLE REFUELING,AND ROUTINE EQUIPMENT MAINTENANCE.ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. OWNER'S CERTIFICATE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR f.LL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE GEOLOGIST HAS BEEN OR WILL BE RETAI NED TO SUPERVISE OVER ALL ' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION,AND BONDED FIBER MATRIX. THE SITE. ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL SIGNATURE: ' DATE Z Z�(I V CICTY MAP 2. THE SOILS REPORT TITLED " GE- , a . ffl4 4/RED1�3Y PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I M ALL[€t7 EAM 7EI7&0LOCry,9A7FD 92.2$09, 09-/lam 17 1L 8E l( RED A$ 1 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF APUS'VA SHARMA pART CF THIS GF AD�J6 FLAN. ALL GRADING 9 TALL BE DONE IN AC(�Rf �E WITH��E'I NNENDATIONS SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION. ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN N.T.S. AND SPECIFICATIONS CONTAINED IN SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY;THEY HELP DECREASE EROSION. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR SOILS ENGINEER'S CERTIFICATE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL 4.WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRASSES TO SHIELD AND BIND THE SOIL. 1, &20Et7 C11" A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS GRADING. IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/#hIIF NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 12//4//o AND FOR 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT SHALL BE ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON ONE COMPLETE COPY H THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REPLACED OR REPAIRED TO CONDITION SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM ON-SITE CONSTRUCTION MATERIAL STORAGE DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL REPORT FOR TH O EXISTING PRIOR TO GRADING. JECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY SIGNED: DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES ENGINEER OR A LICENSED LAND NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. RCE NO.. SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN -°- 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A EXP. DATE: 12-31-2011P"c, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPAMP FACILITY JOB#: SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND/OR THE TURF/LANDSCAPED AREAS. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE GIN OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR ALLI�pFJa-12TH TECNNCJLC>U 5' DING AND EQUIPMENT OPERATING WITHIN ONE-HALF 1/2 MILE OF A STRUCTURE FOR HUMAN 4, NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE COMPANY ' 8. GRA ( ) ADDRESS gg33 PACIFIC NI:IGHTS Tt1Pl�aa C T. OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM PHONE 858- 457- 46)57, SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT HELD ON-SITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATE IMP/BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION STATEMENT OF ENGINEER OF WORK ENGINEER, GRADING CONTRACTOR AND PERMITTEE, THE PRE-CONSTRUCTION MEETING SHALL BE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH WITHOUT A PERMIT FROM THE CITY. THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE APPROVAL FROM THE CITY IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SMALL BE CHECKED FREQUENTLY FOR LEAKS. ENCINITAS, TO THE EXTENT THAT THE ENGINEER WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPRO 7. THE INSTALLATION OF ADDITIONAL RULES AND REGULATIONS REQUIRED BY THE CITY OF ENC#N , LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES PLY WITH ALL CONDITIONS PAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. DUMPSTER E ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COT REQUIRE THAT THIS L WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. CONTROLS SUCH PERFORMANCE. TH AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE 11. UPON FINAL COMPLETION OF THE WORK UNDER T , HE GRADING PERMIT BUT PRIOR TO FINAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS CERTIFICATION" SHALL OF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFIC IMPERVIOUS, NON-COMBUSTIBLE ROOF OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS . ,, BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS EMPLOYEES FROM PROPERTY DAMAGE OR BODILY BE PROVIDED STATING. THE GRADING UNDER PERMIT ENCLOSURE. THE ENCLOSURE SHALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT 800 714-1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND M _ N SUBSTANTIAL CONFORMANCE WITH THE APPROVED SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL, CALL E ( ) INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER NO, 10642 G HAS BEEN PERFORMED f GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE Gip RE ORDER DUMPSTERS CALL EDCO AT(760)436-4151 AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. OPERATION. AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE / THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. ° J / / 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SIGNATUR ./ G l DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND, CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL DATE: r 2 l AND BACKFII_LS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS _ RCE- 24613 AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES. COMPANY: ALLIED EARTH TECHNOLOGY OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS ADDRESS : 9$33 PACIFIC HE/GH7S BLVD NYC $6W A'a;O,042! SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST PHONE NUMBER : 858- 457-4515 FOR THEIR INTENDED USE. ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE RCE EXPIRES f2-39-99 OLI1/ N'MAMIMIl1fL 1Ktfrl ` 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT(760)633-2770. DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL NOTIFICATIONS EARTHWORK DATA MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. STEEPEST EXISTING NATURAL SLOPE ON-SITE_ H : V p _ 1. THE EXISTENCE AND LOCATION Of UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MAXIMUM VERTICAL DEPTH OF CUT= � OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MAXIMUM VERTICAL DEPTH OF FILL= _4 t 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CUT= t' C.Y. FILL= •410 C Y OFF-SITE '•400 C.Y ACCORDANCE WITH STANDARD SPEC O ON MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, IMPORT=a$O_ C.Y. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: REMEDIAL = C.Y. ( REMOVAL AND RECOMPACTION UNDER AND OUTSIDE OF BUILDING AREAS) GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND TiEN A. SEWERS-CSD-(760)-633-2770 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. B. GAS 8 ELECTRIC-C. WATER- OikWENHAIN -(760)-438-6200 MUNIC#POI.. WATER DISTRICT x (760)753-6466 D.TELEPHONE-SBC BELL-(760)-489-3411 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH E. CABLE TV-COX COMMUNICATIONS-(760}806-9809 X-2233 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. . 1" ' . ti AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR PHONE: (760)-633-2770 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE ' REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770. ALL WORK - ACCORDANCE WITH THE GRADING ORDINANCE. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. " ` .d=? a 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED IMPERVIOUS AREA OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT q r IMPERVIOUS AREA PRIOR TO CONSTRUCTION: CAO SQFT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. AS BUILD a E APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY IMPERVIOUS AREA AFTER PERVIOUS AREA:: SQFT -. INCREASE IN IMPERVIOUS AREA X848 SQFT ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. Q Sift AfJp P MlfdAGE - IMPERVIOUS AREA REPLACED: SQFT 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN PR44fEIKAY AWP ZA XM4,l#A4L. (rWY5 OMC) _ RIGHT-OF-WAY,OF WAY ON CITY DEPART- 10614T FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET PUBLIC WORKS PLA�N,IN AND BUILD PARKS D CREATION OLD I�fw�I 1 a _ C`�L+� I�T�S ��� PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SMALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF PROJECTION ON THE GROUND . IF A CITY TREE IS NOT CLEARLY LABELED TO BE THE TREE CANOPY PRO ) i' WEp IMPROVEMENTS ARE IN CONFLICT :: C- "" / �� j REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVE / Y/�!'�� I Iv: ATE f E N DACE SIN DATE WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE SB�H E 246( D riGN DATE SIGN DATE GN A S{ TREE REMOVAL. E3(P 12- I.I t ' H K..= > : I D Y.. DRP,�+N Y. EC _.D , _ _ �. e��tTA �N• IIERiNG r �RVICES �EP�4RTMENT QI> wtNG . SOCIAL aISTRICT ARPRC1/AL .r :;. ENGIN- E�tING DEPARTMENT A►PR4YALS CfTY f3F �Fd S CHANGE NO. DESCRIPTION APPROVED DATE BEI�CHMAR SCALE Imo. � _ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS .C1?`�r i ,4 ' V GRADING PLAN FOR: I' I�GM #tf f Td14#WG W�1✓ O DESCRIPTION: RA42 .1,/ `DLjK AA& q RANCHO CA TA FE ROAD 10642 -G MO P.IFY PCG CRI K-0y. HORIZONTAL: 1"=20-4 DATE: 1iL/D �Z LOCATION: MASH MAHER, C42519 PETER COTA-ROBLES, C52176 SHA{�IvIA RESIDENCE As Not" � RECORD FROM. CITY OF ENClMITAS _ R.C.E. NO.: 246!3 'I� ELEVATION: /20.56$ VERTICAL: VIA-_ 3 1&1 20 j j csAs//i AM 265r©22-2-S-0 DATUM: NAVD88 > RT KHAN EXP.: 12-31-11 DATE DAYE PLANNING CASE NO: TPM/TMlCDP/DR/MUP/MIN/EIA, etc. SHEET 1 OF ENCROACHMENT PERMIT REQUIRE --- "1» z +NCH erz -T11 SSHUT (SEE ATT hhetEN s bc�U ` PROPOSED x 1 OF VVATEif rc " $ 2 S713RV X i 1 1� ERt7P0$ED61/2zi RESIDENCE t ,zE t> EXISTING HOUSE y C$ VJ it P DRIVEWAY 1 €F Tt8.4L5 B t 2:1 EtLL i GH WOO 1 111 265- 022-1 - (� r i 12 EXI.: ) GARAGE Cc1lRTYARD WOOD y t g.BtgG FF 116.b0 FF 16£X1 I FENCE, w w:,,. :• 3 °/% • •• x SLOPE 172_ -- a` 1 4.i AC sEf N los. EXPIiIYIG _ . COMPACTED - ' _ _ _-FILLED GROUND ' TRAIL FE SECTION 'AA'SECTIO PROPOSED \ SCALE 1"=20' VEGETATED i s 1 O O SWALE 00 - / R iii�i y ����� TH SEE S SHEETL 0 "2" "h 6w z. I PROPOSED NOT TO SCALE 122 1 _ F ou 4 x . _i 000 120 / 118{' •�" _ °, _ RIDING AND PED TRAIL PAR �! 1161 - CITY OF ENCINITAS (REME / 24.00' ± ' ,- ---- _ SEE DETAIL SHEET F 4 EXISTING 8'H H 110_ N ( ) ;, WOOD FENCE / SHOULDER 108_ - / / SHOULDER 2' 6 2' _, ~ „ ,r FILLED GROUND ED E STING s° �! ) ; E i I 14.00' + SECTION BB vEGETATED AC BERM EXISTING HOUSE I - SCALE 1"=20' SWALE, F ICI i j I / ' TREAD PROPOSED WOOD( 1 111 265- 022°16-00 TRAIL � , ,` i ' � � � / EXISTING TRAIL FENCE I y' / / AC BERM PROPOSED I 20.00'GRADED ! 128 _ EXt ING AC I - / / GRAD ARIES ° RANCHO S/; IFE R g E PA @MENT �! PROPOSED 5'WIDE BMPa'sV'EGETATED SWALE �y 2 _— 126 _ Q.Oq' 1 NOT TO BE MODIFIED W] CITY.PEI2MIT �,,�, SCARIFY TREAD AREAS TO DEPTH OF 6", 1 I 124 _ ?. c � " _ ., .. l TING 6'H/GH / i— 7 C9 tq'y' (SEE SHEET 3 OF 3) OD FENCE LIMIT fi REMOVING ROCKS,CLADS AND ALL UNDESIRABLE 122 _ Fi4 g 2.00' 16.00'6.00'P CC DRNWAY 2.00' 7 7 HOME OFFICE / 6 _ N M1►TERfALS. FINE GRADE AND COMPACT NATIVE /!� 120 St�F GRASS LINED THICK PCC C2VE _ _ ---- / 0 N7370 ;8"W �. / / ' - .a-_ 1 - _ 740.00' .,__SS L_T9A90% RELATIVE('OMFACTION 118 SWALE ski+ PROP SED 16'x 36' DETERMINE BY A.S.T.M. 1557-78. EVENLY S _+ COMPACTED 2 0% k\ 4 ` \\ 1,0.00 4" (MIN.)DECOMPOSED GRANITE WITH 116 - (S 1 SET B !< 7 _ , \ F_ BIOR -ELATION (SEE DETAIL FILLED GROUND I r ! ___ _ —+► SHEE71 3 OF 3) ALTERNATE TREAD SURFACING AFTER TESTING BY GRADE 114 - \\\\\\\\\\\\\ (STING DRIVEWAY r l\ \ I 1 ? 84.00' c — — — o ,/ CITY FIELD INSPECTOR, ACCEPTANCE OF NATIVE I I 1 FIB EARTHEN BERM MATERIAL COMPACTED AT 90%MAY BE ALLOWED. DETAIL � , NOT TO SCALE Qt =0.08 NOTE : SCALE HOR. 1"=10' SECTION "CC" DRIVEWAY V,o =3.2 p DG OR NATIVE MATERIAL TO BE STABILIZED USING VE =10 NOT TO SCALE GEOTEXTILE REINFORCEMENT OR BIDING AGENTS. SHOULDER S ` + ' : r t 1 e SHOULDER RT 7" Li 1 5 ( GARAGE ,boo >6� 1 ENS n CONSTRUCTION NOTES 6' �20POSED 2 STORY �' I \ � °A, H "/�" l FF 17650 \ ' O 3o- 1 PAD I I O 80 k� e i Et ' RESIDENCE \ EXISTING TR PROPOSED E D PA�816000 '" 18"X7 CATCH BASIN PER BROOKS OR EQUAL AC BERM PROPOSED E O 8» T 1 t .• / 10' L 5 'V x 1 T ROCK RANCHO SANTA FE RO - GRADE I SEE DETAIL RyD 40 NO 2 BACKING ® ROC WIT H M IRAFI FILTER t F S FA41 16'WIDE 5 �"C l " 1 3m: 4 226 2 F t:w4e"pw%y/It SCARIFY TREAD AREAS TO DEPTH OF 6 , REMOVING ROCKS, CLODS AND ALL UNDESIRABLE. »CON C TE .5 PCC -_. 120 PROP ED 5`WIDE �� O Z ( ciI` ' i ,': ': + , }+.•. T : O ® b' WIDE RIDING 8c PEDESTRIAN TRAIL PER CITY OF MATERIALS. FINE GRADE AND COMPACT NATIVE ``___ VEGE D SWALE (SEE EXISTING 7..� ENCINITAS REQUIREMENT(SEE DETAILS THIS SHEET) SOILS TO A 90% RELATIVE COMPACTION AS _ {2 3°� ,116 SHEET \qF 3) GRAD -- O�_ STALL 6' SOLID FENCE PER CITY SPECIFICATION — (SEE DETAILS THIS E DETERMINE BY A.S.T.M. 1557-78. EVENLY SPREAD ,� J , 114 �! - ' • . k P T / ( 4" MIN.) DECOMPOSED GRANITE WITH MAXIMUM _ I EMS /LAG 4 WATER / g, 9 CONSTRUCT GRASS LINED SWALE( EE DETAIL SHEET 3 OF 112 N (OM D) d! >I ,� �{ , © E(S 3) ALTERNATE TREAD SURFACING AFTER TESTING BY - _� ' � 7 _ NED � g i ° ob C» " , +' - 1 k' 1 t .5 a ? CITY FIELD INSPECTOR, ACCEPTANCE OF NATIVE CONSTRUCT °o ¢ O7 CONSTRUCT BMP VEGETATED SWALE AND BIO RETENTION BASIN, MATERIAL COMPACTED AT 90°k MAY BE ALLOWED. pCC E '�' HOME OFFICE L FF 118.50 Q1 NOT TO BE MODIFIED W/O CITY PERMIT (SEE DETAIL HEET3 OF 3) NOTE : DETAIL 1 �> 1 36 5 ti FF 118.50 I 1 b PAD 116.00 yp „ „ 1 �� " "�'`� DG OR NATIVE MATERIAL TO BE STABILIZED USING SCALE HOR. 1"=10' 3 PAD 116.00 6• 1 I 00 N 11 ® C' MJ TFIUI T "'l'� 1 6 - B = >> oo 3 ' I GEOTEXTILE REINFORCEMENT OR BIDING AGENTS. vERT. 1"=10 B e-,M f� EXiSTI Q ?"WATER �, ,v I J rr�, � ' 1 110 11 1 \ �1 . f O��.�.,"., _ SERVI ETOREMAIN , i 1 1 CONSTRUCT �� R 4' D SHOULDER E" SHOUL ER � N u �- 1 '•�� '-��F I l 1 1 t1 , � I • , 8 '�Y✓`� 2, i ` 1 1 `�v- �-`/ j '� ' t �p i 0 CONSTRUCT 24"WIDE CONCRETE SWALE (SEE DETAIL THIS SHEET) 14.00 t 111 n-•-+ 'w�--- �-vr -.-iy� .r i+- TREAD PROPOSED WOOD Qio0=0.05 cis 6 a i GONSfR(JCT 4'Hdf MAX KYfl I'ETAININ�WALL TRAIL TRAIL FENCE O 17.00' s , T " �¢ 1 V100 =0.3 fps EXISTING I 1 . 3 E` 51TNG$ HIGH AC BERM PROPOSED I --� FXl57TNG 36" AT 25.00' tt�00D FENCE " GRADE ? \ LIMIT OF I G --128 122 ----------------- _ MANN (S.D.W. !�je S / GRADING I \ SET BAC 2 2 RANCHO SANTA FE 126 r!\7? 30 0 Ea I � i Pi )POSED 5'WIDE 24 l 4 *' ,• I G S LINED SWALE(SEE SCARIFY TREAD AREAS TO DEPTH OF b", _ fi? — I 122 S EET 3 O 3) S REMOVING ROCKS, CLODS AND ALL UNDESIRABL MATERIALS. FINE GRADE AND COMPACT NATIVE E Cti - - - _ 118 S 4, MATER • SOILS TO A 90% RELATIVE COMPACTION AS °t 6 DETERMINE BY A.S.T.M. 1557-78. EVENLY SPREAD y MRADE 114 4" (MIN.)DECOMPOSED GRANITE WITH MAXIMUM " 2222 ALTERNATE TREAD SURFACING AFTER TESTING BY DRIVEWAY FIELD f/ va��? � " ' II I - II \�� 1 CITY MATERIAL COMPACTED AT 90%MAYS BEFALLOWED. DETAIL 2 1 8 •.00' NOTE Y ` 'SCALE HOR. I"=10' ` 'D r :;: \ I a DG OR NATIVE MATERIAL TO BE STABILIZED USING VERT. 1'=10 ""' '' U- — ---_---- ---10 OJ °cp 11 Sp 1 GEOTEXTILE REINFORCEMENT OR BIDING AGENTS. �e,P SED 1 !WIDE, /. ,� SET BACK F� I 1 5' " , 0i0CA, [ IRIVEWA (BEE - f PER SDRSD S LATERAL PER SDRSD S 1 t D L3) N73\10'03"W 139.92' R I LEAN OUT SEWER 1 PR PROPOSED 4" SEWER LATERAL P 3 3 t 1 1.50' ' : \ \ w`` I I o ° 1 1.00' - _ » � I 4 1 \ I Z EXIS NG AC I 73 070'03"W 177.75' N I'�\1 PROPOSED I I ` 1 I I I , I i D'/jc"7O EXISTING AC DIKE q PCC DRIVEWAY OVER - PA t!AENT 4 I i I I A 7> DOMING ° .y2 TO BE REMOVED 1 f PROPOSED I . S ryy. 4 so L_ 7 STREET ! 1 \ I I EXISTING 5 SEINER EASEMENT PROPOSED 8"x 50 PVC AC PAVEMENT ! 4 I \ I-20.00 2.0° �-�- �.x, (t, •,;,: 1 \ PER DOC. N0. �Rf!-�t46l,.Q _ SEWER MAIN EXTENSION i US77NG 3" j DATE: /VINE �/ '�C?1/_ $ BER I ! APN 265-022-24-00 j W APN 265-022-24-00 C7 f O PROPOSED 4" SEWER "AS BUILT" I U I LATERAL PER S RSD S-13 . } I EXISTING SEWER MA1 1 5 AND PPA11�4 I i Qg�fESS/�� NOTE: S MH# T�61 1 COMPACTED PRI WAY A•t`tD R61-AII�tw WAW-(Ir6TOxE Q I @`�� p@FRT C Y6n FOR CONNECTION OF 4"$EWER LATERAL Ill. 99.371 y ?» I I ti`v Q �Y SEE IMPROVEMENT PLAN# 10642-1 FOR o (t.E. B7,T7 J FILLED GROUND - ff nn _ TING 8"PVC SEWER V' No.1;2431 8 SEWER MAIN ON COLE RANCH ROAD T FJRO N D A; �;. O '" Exp.t2rstt I FER D C5 381 �� G - . _ N wG# - -\ DETAIL, : • . 0 1fl. � l NO TO SCALE } I• SCALEIN'FEEf 1"=20' _ RO,BI RT C}•141 '�` MTV E •EYp 12-31_ I� � �� ' . WN:TVU CHECK BY: ROBERT CHAN N , REVISION APPROVED DATE REP-ERENCES DATE BENCH MARK SCALE DESIGN BY.Tw DI1A APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING 0 p {; I M6Y R�1g1 L11 N4 WA<Wr „ $ 3p DESCRIPTION: BM 2 ll2”DISK STAMPED ENC-20 $ PREPAR�4. DE SUPERVISION OF : RECOMMENDED : APPROVED: GRADING AND EROSION CONTROL PLANS FOR: 0= LO MODif'( •PCL flail/-WAK• W tSi :. _ �OCA�ON: RANCHO SANTA FE ROOD 10642-G bou, . { , HORIZON : 1"= 0' BY: BY: SHARMA RESIDENCE L Lu RECORD FROM: CITY OF ENCINITAS O MASIH MAHER PETER QQTA- .BLE$ APN: 265-022-23-00 VERTICAL: N/A ROBER CHAN DA r4 LEYATION: 120 s6a DATUM: NAND "88 : 24613 QfPIRS$ 12-31-11 DAiE' o I I DALE; SHEET 2 OF 3 SHEETS " fy SCALE SHALL BE PLANTED WITH ADEQUATE GROUND COVER OR TURF PLANTS THAT ARE NOT PRONE TO L.IVE�IHAIM �tII CIPAL WATT DISTRICT BLACKING THE DRAINAGE FLOW O I - 1"�L REINFORCEMEN1 MAY ALSO BE PLANTED ON SIDE SLOPE - U GENERAL FOTAEILE WATER SY�TEII N=OTES ; _.. 1 1 iFAI•�-,..I /ALE x"/! 1 6-Min. F " lfiw3 EN NLERRO SOIL o i 1. PORTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 13 INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE N 26x- 022-19-00 THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF LOCATED 5-FEETT FROM ASIDE LOT LINE, A%-INCH HIGH LETTER" W- SHALL ; " ;`' / ( J.'/ SEE NOTE BELOW ;O EXISTING HOUSE THE OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS AND BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB ATALL " I DRAWINGS FOR THE CONSTRUCTION. OF WATER MAINS AND FACILITIES,1 / w WATER SERVICE CROSSING INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL _a O Ch ! DATE ON THESE PLANS.CONTRACTOR SHALL HAVE A COPY OF THE STANDARD 14, METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS / k SPECIFICATIONS ON THE JOB SITE ATALL TIMES. WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. - I 2. THE SUBMISSION AND REVIEW OF'ALL SUBMITTALS (SHOP DRAWINGS, SIX 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, 10" Min. FILTER MEDIA: SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE 3 PART CLEAN WASHED SAND / I - COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED Ff ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCTION MEETING WITH THE Z „ BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. - TO 1 PART 3 4 GRAVEL ILd° ti j DISTRICTS INSPECTOR. " / RIDING AND PEDES TRAIL POR i 2 3/8 GRAVEL I , i 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN 117 UIREM I CITY OF ENC N AS i 1 � `NI N C N TION T EXISTING MAINS SHALL BE I / ; E)OST/NG 8 �p 3. UNLESS OTHERWISE NOTED, Q NEC O DIMENSIONS P IMMEDIATELY P N L 6"-3/4" CRUSHED ROCK SEE DETAIL SHEET F 4 t I I I TO INSPECTOR UPON INSTALLATION OF VALVES. 1 ( } /, i I I I WOOD FENC� � i MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING # i I i j MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE IsXlSTlNG 3" / f k I i i / BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OFANY SHUTDOWN. PC BERM /, I I ! EXISTING HOUSE LOCATED AT THE TEE WHENEVER POSSIBLE. _ 4" PERFORATED PIPE CONNECTED O A9N 265- 022-16-00 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR 18• FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND TO DRAINAGE SYSTEM HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS., NO SHUTDOWNS MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED * ENGINEERED SOIL" LA R SHALL BE MINIMUM 6" DEEP"SANDY LOAM"SOIL MIX #� / / WILL BE SCHEDULED ON A MONDAY OR.FRIDAY. ' AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. WITH NO MORE THAN 5% CLAY CONTENT.THE MIX SHALL CONTAIN 50-60% SAND, EXi WG AC ; # I r I / / 20-30% COMPOST OR HARDWOOD MULCH,AND 20-30% OP SOIL PAt E(v1ENT ii%.i0 ' �/ i j 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TENCH WORK WITH CAUOSHA. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BEAPPROVED BYTHE 1 I '; ( i PROPOSED V WIDE BMEWEGETATED SWALE ACOPY OF. EXEMPTION LETTER OF TRENCHING PERMIT, IF REQUIRED, SHALL DISTRICT REPRESENTATIVE IN WRITTEN PRIOR TO CONSTRUCTION AND NOTE : VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK ,00 /'"F 1 NOT TO BE MODIFIED W/O CITY PERMIT !� � BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. ACCEPTANCE OF THE CHANGE. DAMS TO LIMIT THE SLOPE OF,SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE cn ; , ' t �° 1 I EXITING,6`HIGH ILT ENCEN E (SEE SHEET 3 OF 4) I W f x:)D FENCE SC-1 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS DIRECTOR OF ENGINEERING SERVICES. fy cP ° 1 i INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS 20 PROCEDURES IN THE OMWDB STANDARD RSPECIFICATIONS.CTOHE ACCORDANCE OF PIPE E /i'; / N73 10' 8 W 139.95' 1 DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. - - _ _ - _ _ -_ SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL q d FOR INSPECTION OF THE PROJECT. PIPE, VALVES(CLOSED) AND APPURTENANCES. l PROPOSED 16'x 36 GRAVE ` \ VEGETATED SWALE WITH UNDERDRAIN BAG - _--- \ 10 \ BIOR NTiON(SEE DETAIL 7. THE CONTRACTOR MUST CALL"DIG ALERT OF SOUTHERN CALIFORNIA"TO HAVE 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE FL -► ` E 3 OF 4 UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION.THIS WITH SECTION 15041 OFTHE OMWD STANDARD SPECIFICATIONS PRIOR TO NOT TO SCALE STING DRIVEWAY I \ / I �� .10.60 \ e CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC l� t SS-4 BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE:800-227-2600). QUALITY TEST RESULTS SHALL CONFORM TO HE CRITERIA SPECIFIED IN THAT RETENTION AREA SHALL BE LEVEL DENSE,SUDTABLEGHT t i " SS-3 -► Qt =0.03 SPECIFICATION. AND DEPRESSED A MINIMUM OF 6" DEEP ROOTED, \ � \ 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION,LE., TOLERANT PLANTING % x % % x % % % % % x x x x x % % x x n % "• s SS-4 \ Vt =3.2 \ LINE CROSSING LINE PARALLELING,,OR PROPOSED CONNECTIONS SHALL BE FROM THE SURROUNDING GRADE x x x x x x x \% % 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL FOR WELL DRAINED SOIL 1 CA W ry x x % C \ % ? GRA L BAG FIELD VERIFIED BEFORE NANY CONSTRUCTION BEGINS. ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION 2-3" HARDWOOD i xx x % % x % SS-6 x x x xl% BARRIER PER 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER STANDARD SPECIFICATIONS VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPROVED GRATE MULCH I GARAGE x % �x x % x I �� APPURTENANCES. INITT 24" MIN. ENGINEER x % x x x x x % x OPOSED 2 STORY % ' :$ THE APPROPRIATE BURIED UTILITY WARNING AND' IDENTIFICATION TAPE FF 116.50 SC-6 H 1 PAD T 15 80 x x x x x x x x x RESIDENCE x * _ ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE(1 )YEAR SOIL*SEE NOTE BE Z I;t " 3°6 I x x x x x x x x x % =0,19 cfs PUBLIC RIGHT-OF-WAY. AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL / xxxx C VX P Fx 1181800 x� V =5.2 REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER ?, % x x T C 11 �O' L 5'W X 1'T ROCK 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN WORK WHICH MAYBE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE TIE 4" PERFORATE PVC PIPE lb. � x IRE 13.9 R D-40 N0.2 BACKING PROFILE IS 48 INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM / O /y4 j �'i I x x x x % x x x x x x x % x N „ xm , i \ RC WITH. MIRAFI FILTER THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, _J t iPE INTO RISER RISER x % % x x x x x x x x % %x X x a x x x x x . x x x x% x x x x x : . < ? 1 \ // FAB`�i 11. ALL DEFLECTIONS( HORoZONTAL AND VERTICAL) SHALL BE MADE B OUSE OF ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. tt JOINT COUPLING WITH 4 MAXIMUM DEFLECTION PER,COUPLING (2 PER � n SS-3 WM8 xl` xxx1Ex1,AEd, xx � xxxN x x x�xxxx \ O / ; x x x x x x x x x xf -y6x xxxx x JOINT). NO BENDING(CURVING) OF PIPE SHALL BE PERMITTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS i SS-4 x _b x % RYx A,a x x " ( PROP Eli 5'WIDE PREVIOUSLY APPROVED WRITING BY THE DISTRICT. 2-3" OF 3/8" x x % x % x % ` % xxxx x x x x x x _VEGE SHALE (SEE 12. MANUAL AIR RELEASES SHALL BE INSTALLED ATALL HIGH POINT AND BLOW-OFFS GR AVEL I x xx xxxxxxxx ' xxxxxx % % xSS-6 x x % x x x % % x x x x 1� % x x x x x x x x x x,", : NN 1 SKEET `91` 4) ATALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES I x xxxx-x x �x x x x x x x x x x x x x x xx x N \ 1 AND BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS 2-3" COVER % % xxxx % % x�xxxxxxx_x I, xx % . 1 Z E % ( j WATER ` ' x % x x x x x x x x x x x x x x x j 1 � OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANT MAY OVER PIPE �t (O ; { { 2 9o- I x x x x x % x x x N % N x x YN % % x \ x i C + BE USED IN LIEU OF MANUAL AIR RELEASE OR BLOW-OFF.WHEN LOCATED 4" PERFORATE PVC 1 x x x ,\xxxx x \ x 1 0 AT OR NEAR HIGH OR LOW POINT, AS APPROVED BY THE DISTRICTS 314" CRUSHED x % x x x <x x % x PIPE , PLACE PIPE WITH U ; 2 "` \ x 1 +' a REPRESENTATIVE. ( x °D ? PERFORATIONS AT TH INVERT HOME OFFICE L FF i i 6.50 \ , R, �, FF T 18.50 % x x x xxxx PAD 116.0 0 * ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6"DEEP" SANDY LOAM"SOIL MIX PAD 116.00 x x x "' \ WITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50-60% SAND, x x x SILT ENCENCE 20-30% COMPOST OR,HARDWOOD MULCH,AND 20-30% TOP SOIL L9 STING 1"W t 18 xxxx % x x x Af, PER -1 x x x x x N x NOTE : VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK % SS+6 1% x x DAMS TO LIMIT THE SLOPE OF SCALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE EXISTING 36" R_ x x x N% x BERM x x y ti s" SS-3 o I x-x x x x x x x % N N DIRECTOR OF ENGINEERING SERVICES. MAIN (S.D.WD. � SS 4 } xxxx x % % . ,i-' m Y ° % x 4 ' 11 a •4 t X'% % % / tea ? °V- /,, x120 % % . % x - Also=0.05 cfs 1 ,, yam .� NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. Vt)o =0:3 fps c'-' ' I E STING&HIGH G "' BIORETENTION DETAIL ti ` 1 \ D FENCE i i�oQ °� �cT• PROPOSED SODDED FESCUE I 's P O SED y LAWN OR SHRUBS AND/OR O 1 'WIDE 5.0r LANDSCAP OVER ING) G LIN SWALE (SEE 24" 18" •`+� f i S 4 d 'di ER3 ,n k�� a a z z x x sk "k x ✓ rKx fry$4 3 Y dk84Q m , 4Td/ Il I i Y k i / I \ * SS 4 r--^-- \ -J J , TO BE AS FOLLOWS: ., i 1�--- � , , - _ � •, --�----- I I � 6„LAYER OF IMPORTED T�R��s. ...,eLLL(RCM)* TURF ° REINFORCEMENT MAT T0%CLAY EROSION CONTROL MAT) ,+ I _ 7U k SANDY LOAM *GEOSYd�IFHEiIC(ROLLED 20%COMPOSED ORGANIC " OSED ';WiDE, j 1 i 1.25' PRODUCT:MIRAMAi Tma 5h RIVEWA (SEE " __ PROPOSED 4" SEWER MATTER L 3) ! a p2 N73�TO'03"w 139:92; l "r' LATERAL PER SDRSD 5 13 (NOTE :APPROX. 60% OF THE FV 4�4 q2 / s \ l 1� ti} i\ l 1 m �I 151.00' I IN HE SWALE TOPSOIL NOT BIO SWALE DETAII. / I �} ; ; ' I � �- \��e° s � NOF TO SCALE - �- 0'03 CRUSHED AGGREGATE GREATER i i N7S°10'03 177 EXIS II�G AC THAN 75 mm 3 In)BUT SMALLER FA I�iENT \ I ; 1t Gti ! ( ` I THAN 150 mm (6 In) tls I I I I 1 I I FILTER MW EXISTING GRADE i I I 1 I' I LEGEND 20.00' I :\!STING 3. %/j 1 ! ! \ -! I ITEM STD DWGS SYMBOL a 0 0 0 0 n v 0 0 o b 00 12 I Min., UNLESS O ATTACH FILTER FABRIC mm ( n)Min., NL iHERWISE I. SILT FENCE PER SC-1 EXTRA STRENGTH FILTER - I FABRIC WITHOUT WIRE SECURELY TO UPSTREAM SPECIFIED BY A SOIL ENGINEER '/ :( O GRAVEL BA PER SC-8 MESH OR RT SIDE SECTION B-B OF POST ' I ENT IBZNPROTECTION ONSTRUCTION PER TC-i T .-� WOOD POST NOTE:CONSTRUCT SEDIMENT \ f BARRIER AND CHANNEUZED FILTER, GRAVEL BABE ARE = RUNOFF TO SEDIMENT iRAPPING O j I I FABRIC STACKED 71GHLY C DEVICE CATCH PER SEA U ¢ w e c MATERIAL DELIVERY&STORAGE PER wM-1 WM-1 •- ._: _ ..� 4c $8° ° °` �-° ° qSo ° o -o ° o Br. - y 40 t - , A Ir WITH WIRE SUPPORT FENCE G a. �8 S- ,, gea _ .° 8a ;b $ ,�� , WIDTH AS REQUIRED • I _. I Z p. . , .,° o TO ACCOMMODATE SCALE IN>FEET A B �� SOLID WASTE MANAGEMENT PER WM5 :w f� ° - " - -'#I'-»�' " = � - 6' 1.8m MAXIMUM SPACING +y+ $ ANTICIPATED TRAFFIC I R0FE55lQ GRAVEL BAGS ( UT W UPP ENCE o u a b b c d "° ° s (2 HIGH) WITHOUT IRE S ORT F Q � ° , ° ° III 1 p(AA> nRM"uaGE `��e FRT � ly, HAZARDOUS WASTE MANAGEMENT_�' PER WM-6 WM-6 ` i Q �q6 Nye / NOTES. 4 U TEMPORARY PIPE n T. THE CONTRACTOR SHALL INSPECT AND REPAIR AFTER EACH N DRaV�WAY ktuD � 'T/NMIJA YWkU/(�9sf5Tdd ) CONCRETE WASTE MANAGEMENT PER WM-8 WM=B -� 15 m Min. CULVERT-AS NEEDED No.C-2464 - STORM EVENTAND REMOVE SEDIMENT. g OR FOUR TIMES THE CIRCUMFERENCE- Exp.12[31/ WM-9 2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA WILL NOT OF THE LARGEST CONSTRUCTION VEHICLE - J SANITARY WASTE MANAGEMENT PER WM-9- CONTRIBUTE SEDIMENT OFF SITE AND BE PERMANENTLYSTABIUZED. TIRE, WHICHEVER IS GREATER sT9T Civil- r SS-3 . SECTION A 3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO FACLITATE PLAN O LO F0,L.Lk"', HYDRAULIC STABILIZATION NOT TO SCALE MAXIMUM PONDING EFFICIENCY - - Z Lo Lo HYDROSEEDING PER SS-3, SS-4. SS-4 ' $0$ ftt T SS-6 CATCH BASIN PROTECTION DETAIL SE-10 SILT FENCE PER SE-1 STABILIZED CONSTRUCTION ENTRANCE/ EXIT TC-1 (iYPEI� W NOT TO SCALE NOT TO SCALE • ��'1 I L•31•I� SOIL APPLICATION , PER SS-6 a p.. DESIGN BY: T VU DRAWN: WU CHECK BY: ROBERT CHAN APPROVALS CITY OF ENCIN TAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Z REVISION APPROVED DATE REFERENCES DATE - BENCH MARK SCALE �. co REMOVE RETAINING W 41 /V(, �,0 ( DESCRIPTION: BM 2 1/2"DISK STAMPED ENC-20 t PLANS PREPARE IINDE SUPERVISION. OF : RECOMMENDED : APPROVED: EROSION CONTROL PLAN FOR: Q OD IA0171FY F'GC pRIVIw4Y• �, 2,2-/� LOCATION: RANCHO SANTA FE ROAD 10642-G W HORIZON : 1'=10' ,,,1 Z RECORD FROM: CITY OF ENCINITAS �D �- /� ` ���� BY: SHARMA RESIDENCE MASH MAHER PETE TA-R LES APN: 265-022-23-00 O VERTICAL: N/A ROBERT - D ,� /i SHEET 3 OF 3 SHEETS J ELEVATION: 120 +68 DATUM: NAW 88 RCE: 2 3 E' -WIRES 12-31-11 DATE: 3/1 � 20 LI [)ATE: Q 2CL