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2016-12858 G (Plans)OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARiMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO 80 WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. TT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACIJTY. UTUITY NOTE ALL UTILMES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WiTH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAW DIEGO AREA REGIONAL STANDARD DRAWING. ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED'GEOTECHNICAL INVESTIGATION SAN DIEGO BOTANICAL GARDENS OUTDOOR CLASSROOM BUILDING 290, QUAIL GARDENI8 DRIVE', ENCINITAS COL PREPARED BY SOUTHERN CALIFORNIA SOILS AND TESTING DATED FEBRUARY 9, 20% AND PAVEMENT RECOMMENDATION DATED JULY 27, 2015, PROJECT# 1311189.1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRE) IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FORANY OFFWTE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. S. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCH. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 720 AM. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAY& 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- OONSTRUCTION METING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CARL ENGINEER SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTES. THE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOVE IN ADVANCE BY CALLING (760) 699 2770. 10. PRIOR TO HAWING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL L SUBMIT TO AND RECEIVE APPROVAL FROM THE CRY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL L COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HALUJNG OPERATION. 11. UPON FINIAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT. BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELY OF SECURITY. AN 'AS GRADED CERTIFICATION' SHALL L BE PROVIDED STATNG: •THE GRADING UNDER PERMIT NO 12658 -0 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED ASCHRRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. It ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF T HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DE7ERiMNE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATION HE SHALL STATE THAT C88ERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL BEANKMEN'S AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 19. THE (ONiRAC."TOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL. MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON MICH THE FILL I8 TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE W rM SPECIFICATK NS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE I'AN TO BEGONE LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 18. ALL TREES. BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILE) OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 80 AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WTiH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CRY STREET RIGHT-OF -NAY, ON CITY PROPERTY, OR WITHIN CITY EASMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTSIS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND} IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IIUPROVBM3rr8 ARE IN CONFL.ICi WITH A CITY TREE, T MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL CHANGE NO. DESCRIPTION r ADDED SHEET 4 -SITE WATER 4 FIR HYDRANT (PUBLIC) 45 -BUILT EROSION CONTROL 1. IN CASE EMERGENICY WORK IS REQUIRED, CONTACT RUDY STUBERAT (819) 9873038, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TINES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 14 ALL NECESSARY MATERIALS SNULLL BE STOCKPILED ON 817E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAN B IMMINENT. 9. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR 4. THE CONTRACTOR SHALL, RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUNOFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SMALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORI9NO DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%� SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 87OREWATM POLLUTION CONTROL POST CONISiRUCTION BMPAP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES. ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPAMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BNPAMP FACIUTY AND/OR THE TU RFAAN DSCAPED AREAS. 4. NO DRAIN SHALL BE INSTALLED IN H AROSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMI~. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMTPABMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT 18 DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPAW. S. ALL STORMWATER IMPIBYP FACIITES SHOWN HEREON SHALL NOT 8E MODIFIED OR ALTERED WITHOUT' A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEIRNG PERMIT BE OBTANED. 8. ALL DOSING AND PROPOSED TRASH EVC L08URES SHALT. BE FTTTIO TO COMPLY WITH STORM WATER BEET MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL L HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL N LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENING TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DU EWER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY s® olU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPIMM HYDROCARBON FILTER AND INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SY STEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUIT ID WATER DISTRICT NOTES: 1. WATER MAIN, LATERALS AND APPURTENANCES SHALL BE CONISTRU C71ED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WAS% 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPF03ENTATION AS TO THE ACCURACY OF. THE LOCATION OF, OR THE EXISTENCE OR NON4D08TEHCE OF, ANY UNDERGROUND UTILITY. PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IL ALL EXISTING FACILITIES. WHICH MAY AFFECT FINAL DESIGN, T.E, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAIN SHALL BE SHOWN ON IMPRONENENIT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MANN UNLESS GIVEN WRITTEN PERMISSION BY SAN OIEGUITO WATER DISTRICT. 4, CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY DISTNG WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BONES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMIITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET 8TAWDARDB, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM S-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 8. MINIMUM HOR¢ONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PAS THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB- 196818 REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE N04 EM BRASS PARTS, 9 ALL COPPER TUBING USED, FOR AIR RELEASESN, SLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. DESCRIPTION: COUNTY OF SAN DIEGO PNT. IM34 WC882 PER R.0.8.16610 HORIZONTAL N/A LOCATOONt RECORD FROM: 8.0.8 16810 VERTICAL N/A ELEVATION: 320.411. DATUM: NAVD88 AS -BUIL �r ��•� \. _ -fir' •� _ _ ■ - ■ � ] 1]■ r• h -� • • h• A STABIl 17pn CONSTRUCTION SITE ACCESS 94ALL BE PROVIDED FoRvaimEs Emm AND iNGREss To PREVENT TRACKING DIRT OFF SITEL THE SHALL INCLUDE USING MATERIAL SUCH AS So CRUSHED ROCKANDIOR CORRUGATED UnEEL PANELSIPLATES. CONSTRUCTION A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICI PARKING, VEHICLE REFUELING, AND ROLMNE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF-SITEL EROSION EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAJNffr EROSION BY INISTALLM EROSION RESISTANT SURFACES SUICH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVTTIES ARE ALLOWED DURING WET WEATHEFL DIVERSION! DIKES SHALL M CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCI`ION SIM CONTRACTOR SHALL PROTECT CHANINIELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL maAMS, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES • AVOID UNNECESSARY RBIOVAL OF - GROUND . r• 7- ■ • NOT F63MOVE EE • - SHRUBS UNNECESSANLr. THEY HELP DECREASE EROSION. TEMPORARY Vc • PLANTED • • - - • - WHERE CONSTRUCTION • T IMMISPATMY PLANNED FOR WATER EROSION CONTROL PURPOSEL EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSESTO SHIELD AND BIND THE SM PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. USAGE FOR DUST CONTROL '.CITY CONSTRUCTION IMTERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A RE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR MALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHAU. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT O"M STOCKPILES MAY INCLUDE $011, PARING MATERIALS, ASPHALT CONCRETF, AGGREGATE BASF, ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKIPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BAWER AROUND THE PERIMETER AT ALL TIME& TRAIINING 0ONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL M TRAINIED TO BE FAMILIAR WITH THE CITY OF « INITAS STORMWATER POLLUTION CONTROL REOUIREMENM BMP NOTES SHALL W AVAILABLE M EVERYONE WORKING ON SIM THE PR03MW OWNER(S) AND THE PRIME CWTRACTIOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY D03MNG OF ALL WASTE AND UNUSED CONSTRUCT'ION MATERIAL& DUMPING OF UNIJBIED OR WAUM PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM KM THE CONVEYANCE SYSTEM IS BTRIMV BTTED. • SEEPAGE - • . - ]- - ■. ]« - f -]. • • -� ]- 7 -, C . /]: - - «]■ - • '.■ Atz • -�■ T • z 7' 7l h• Ifie-OT «. «. 7 TV, 140 , 1 -111,11 Al 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILTY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KONOII J3= THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR B REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EX18T1NG UTILITIES OR STRUCTURES LOCATED AT THE WORK SiTE. IT I8 THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY IXCAVATTONI, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK A SEWERS - CSD - (760)8982770 B. GAS a ELECTRIC - SDGE - (760}4388200 C. WATER - SAW DIEGUITO WATER DISTRICT 1300-?V7 = D. TELEPHONE - SBC BELL - (760}489-8411 E. CABLE N - COX COMiMUNICAMONS (MI)HO6.8809 X -2299 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE A8 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (/89)8332770. IL THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (780)8332770. ALL WORK MPERVIOUS AREA IMPERVIOUS AREA PRIOR TO x:14,632 SQ. FT. IMPERVIOUS AREA AFTER CONSTRUCTION: 1S,01584 FT. INCREASE IN IMPERVIOUS AREA. 1,988 SQ. FT. IMPERVIOUS AREA REPLACED: 1.077 SM FT. �1BCT� � cy� No. 47107 A Exp. 12 -31 -17 clvI\ -'/// EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON31TE - 2.5 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT - 2 MAXIMUM VERTICAL DEPTH OF FILL - S CUT -100 C.Y. FILL m 200 MY. IMPORT -100 C.Y. 1.. ; 7 PAC /F /C OCEAN „ LEGAL DESCRIPTION LOTS 20 OF ENCINITAS TRACT NO. 90-137. IN THE CRY OF ENCINITAS. COUNTY OF SAW DIEGO. STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 13M FILED IN THE OFFICE OF THE COUNTY RECORDER ON JULY 11, 2000 AS FILE NO. 2000.98510. y �•1 a FX COSH Atey'UE LEUCADM BOULEZ/ARD QUA /L GARDENS DRIVE S /rE ECKE, RANCH to ROAD DE LAS LEE'S CERTFEATE ENCINITAS VERDES I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR BOULEVARD WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE VICINITY' MAP COMPACTION AND STABILITY OF THE 8171. BY SAW DIEGO HERITAGE MUSEUM, INC. NOT TO SCALE 1, A REGISTERED GEOTECHNKAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FEND OF APPLIED SOIL MECHANICS, HERESY CERTIFY THAT A SAMPLING AND STUDY OF THE SOL CONDITION'S PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 14, 2016 AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: Iqb: G.E. NO.- 2W7 DOP.DATE. (o'3 ®•17 -: 3o./7 JOB #: 1911189 , REPORT NO. S OF CPO! SOUTHERN CALIFORNIA SOILS AND TESTING 6280 RIVERDALE ST. SAN DIEGO, CA. 92120 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINIEER SHALL COMPLY WiTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEFJt TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXIEENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCFECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER EER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENITS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONI8 OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. Q�OFESSIO,vgC Q SIGNATURE *TIE MIM L n K ¢ No. 47107 A swim 3990 RUFFIN ROAD SAN DIEGO. CALIFORNIA 02123 (858) 560-1141 PE EXPIRES 1231 -17 SHEET INDEX SHEET NO. DESCR /PITON I T 177E SHEET 2 SAN DIEGUITO HER /TAGE MUSEUM SITE PARKING LOT PLAN 3 EROS /ON CONTROL PLAN 4 WATER AM 1IV PLAN 1 * Exp. 12 -31 -17 Asa 0,1 V I \- P/ 2 Q U W PASEO DE LAS FL ORES 1? T- XW16c-r xrATuS FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I (�a s - 15'. 1 -? SIGN V DATE PLANS DATE P.E. NO.: 47107 EXP., 12-31-17 "ENGINEERING D RECOMMENDE :Ja0 MASIH MAHER 3/23/ 11 DATE (1 DN APPROVALS APPRO B� EDWARD W. DEANS, II 3.29.17 DATE SKIN DATE SIGN DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT I DRAWING NO. SAN DIEGUITO HERITAGE MUSEUM 12858 -G APN 254.663 -07 PLANNING CASE NO-1 &153 MNIDR/COP SHEET/ OF 4 W W u, I� t # ,; i i v - SAN D /EGU /TO HER /TAGS MUSEUM (NOT A PART) EX /ST HAND /CAPPED PARKING TO REMA /N L /NE EXIST. GATES - TODzFi#SS RD 0 fY1 o A. -Pl�1. Ai X Zf 5-1c, f1r rr� YJ, 7YJ�i rer1Y SCALE I" = 20' f AT O.1 ' BELOW LIP OF GUTTER EXISTING P4 106 MOD /PIED 6" CURB AND GUTTER (12" GUTTER WIDTH) 0 LEGEND D2" BASE (CLASS /II PERMEABLE ON NATIVE COMPACTED OINDICATES EXISTING A.C. PAVING DINDICATES EXISTING GRAVEL D3" A.C. PAVING ON 4" CLASS If AGGREGATE BASE O1 OVERHANG SPACES O1 STANDARD SPACES PARK /NG SUMMARY STANDARD (8.5' x 189.• 79 OVERHANG (8.5' x 159: 50 HANDICAPPED (EXISTING, 9' x 18): 4 TOTAL: 133 LOADING ZONE /DROP OFF (10'x 35)• 1 NOTES �1 RED CURB "NO PARKING - FIRE LANE ". 2❑ SET TOP OF CURB AT 6" ABOVE EXISTING PAVNG. 3❑ FIRE HYDRANT. SEE WATER FIRE / PLAN. ® CONVERT EXISTING PARKING SPACES TO "NO PARKING ZONE ". 5❑ STRIPE LIMITS OF PAVING AS "NO PARKING FIRE LANE ". 4" RED STRIPING WITH WHITE LETTERS. © INSTALL NO PARKING SIGN. F7 DOUBLE LINE STRIPING (4" WHITE - 12" APART). ® 12" WIDE CONCRETE STRIP BEHIND CURB (4" THICK 520 -C- 2500). j] PARKING SPACE LIMITS PER e . 10 2 "x4" REDWOOD HEADER STAKED AT 4' 0. C, 12 JOIN EXS/T/NG BACK OF SIDEWALK 5' CLEAR SEE LANDSCAPE PLAN 6" WIDE OPENINGS AT 8.5' ON CENTER (CENTER OF PARKING SPACE). ABOVE EX /ST. PARKING LOT OR FIN /SHED GRADE 6" CURB /VLJJC.AP't /JLA/VL! '^, f"AKAIIVEP L SAN DIEGO HERITAGE MUSEUM NOT TO SCALE (18" STD. /15' OVERHANG) 4" WHITE PAINTED PER ON FACE OF ------- - - - - - - OF CURB (12" CLEAR) � t t t - odd 16" ON SURVEY MARKING VHISKER "-zz:::Z� CENTER AND 60d NAIL (6" LONG, WHITE t y COLOR POLYPROPYLENE WITH METAL CLIP BY PRESCO) �- -------------- 4' 4'- 4' 1 4' *1 2' FACE OF CURB *FOR OVERHANG SPACES PLACE LAST MARKING WHISKER AT 2' FROM FACE OF CURB ^, J Allf/C //VCs Jf''ACa MAA A T PERMEABLE PA V/NG NOT TO SCALE '1 EX /ST. TOE 1 sT cIV I� GRAPH /C SCALE a� CQ '�� ry OF SLOPE qrF ��� SAN D /EGU /TO HER /TAGS MUSEUM S/TE rI -' I C �ZF 2D D 2D 4D 6D 811 , PA PLAN DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS- BUILTS ALB TP ALB ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A$-BUILT DESCRIPTION: COUNTY OF SAN DIEGO PLANS PREPARED UNDER SUPERVISI N OF RECOMMEN ED:.iQC APPROVE PRECISE GRADING PLAN FOR G PNT. #134 WCSS2 PER R.O.S. 16810 HORIZONTAL: 1 " = 20' DATE: N440 L° SAN DIEGUITO HERITAGE MUSEUM G LOCATION: AL EN L. BUTC R DATE MASIH MAHER EDWARD W. DEANE, II 12858 -G RECORD FROM: R.O.S 16810 VERTICAL: VIA P.E. NO. 47107 3/23f� .3-29-17 APN 254 - 663 -07 ELEVATION: 320.41', DATUM: NAVD88 ALL L. BUTCHER DATE DATE EVIEWER INSPE T R CITY . ENGINEER EXP.: 12 -31 -17 PLANNING CASE NO: 13 -153 MIN /DR/CDP SHEET 2 O 'fl-- I u r 1p 00 CQ oco C\2 C �M 0 �w O ' U 6 0 y fx A rn q � ul 'Nlz 3 w m z a w w z z z w z 5 a c v C I o i - R 1 Al C Al D FGO 'BO TAN /C GARDENS i ^C OF x C x X % EDUCA TONAL CONSERVA TORY , ,O W000 ,. x EX /ST. PARK /NG LOT Z ON - -- x _ 12809 G - -i 01� �y x_/ PER �WG. NO. - - , \ IL sue' y r CONCR x x� N /T b 2 i SAN D /£GU /TO HER /TAGS MUSEUM � �j i (NOT A PART) i SINGLE ROW OF v GRAVEL BAGS AT LIMITS OF WORK I E�_ X L ��' _ - - -2_3 - -- I I x-230 l SCALE 1- = 30' AIL GRAPHIC SCALE 30 0 30 60 90 DESMPTION APPROVED DATE BENCHMARK SCALE ewLT DESMPTION: COUNTY OF SAN DIEGO PNI 8194 VVC882 PER 8.OJL 10910 HORIZONTAL 1 ° = 30' LOCATION: RECORD FROM: 8.0.8 18810 VERTICAL: NIA ELEVATION:920AV, DATUM NAVD88 ,t I I ( I :1 HYDROSEED DISTURBED SLOPE PROJECT BOUNDARY (ryP) I// No 47107 1 ! Z 0,T V I\- i // { � II I i fl u I 7 i / LEGEND C.A.S. i? A. DESCRIPTION STANDARD SYMBOL SILT FENCE SE -1 X GRAVEL BAGS (SINGLE ROW) 0000000 STABILIZED SLOPES WITH SOIL BINDER EC -4 W W W W W W W W I set posts and excavate a 4 "x4" Backfill and compact the trench upslope along the line excavated soil. of posts. ` k �r 4„ ,I Attach the filter fabric to Jr the poste and extend it Extension of fabric and ![ into the trench. wire into the trench. 'e Filter Fabric ire III] - 4111Y. CONSTRUCTION OF A SILT FENCE SILT FENCE NOTES• 1. POSTS FOR SILT FENCES SHALL BE EITHER 4— INCH — DIAMETER WOOD OR EOUIVALENT WITH A MINIMUM LENGTH OF 5 FEET. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES'). 2" D14. WOOD OR EOUIVALENT MAY BE USED PROVIDED POST SPACING DOES NOT EXCEED 4' 2. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 3. THE FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE POST, AND 8 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISANG TREES 4. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE TOE OF THE FZ7FR FABRIC. DETA IL TYPICAL SILT FENCE NOT TO SCALE SAN D /EGU /TO HERITAGE MUSE( EROS /ON CONTROL PLAN AS- GUILTS ° AM °�T ENGINEERING DMSION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: -)D O APPROVE 0. IFFMCM �N� PLAN wry II I DATE t i ? SAN DIEGUITO HERITAGE MUSEUM DALE P.E. NO.: 47107 3/73/13 H EDw� �' 11 APN 254-663-07 ELM 2Q — FlEemki " : BUTCHER EXPI 12.3147 DATE DATE PLANNING CASE NO' 1 3-109 L*WRdCDP W WATER AND FIRE LEGEND DESCR IPT ION WAS STO -APRIL 2016 SYMBO 0 8" WATER (PVC C -900 DR -14) WP -01, WP -02, WT-01 3 3 p 3 3 0 8- GATE VALVE (TAPPING) WV-02, WV-03, WV-04, WT-02 I CONTRA TO FIELD VERIFY LOCATION OF EX /STING U S PR /OR TO ORDERING MATERIALS V ti V ti h 6" F /RE HYDRANT /NSTALLAT /ON O� W V WF -01, WF -04 AND Co NSTRU CONTRACTOR SHALL NOT /FY tL 3 p R_: W (INDUSTRIAL) DISTR /CT OF RESV NO OF ANY DISCREPANCIES -- _- _- - -_ -_ _ -_ = V "� _ _ _. _ C AND PLAN LOCATIONS. - - q� ap l� V op O z 1 " WATER SERVICE WS -01, WS -03, W �y BETWEEN ACTUAL LO Q h p h �o Q ti p h N h h co `��� ^2 h2 ^p _ _ 2 " MANUAL A/R RELEASE VALVE WA- - -- W ^.1 Wao W"� �- �O �mN cdh�Q1N J 0 O = g O I ~ 2 O o O h N O W ^ p = J ' m o ABANDON EX /ST WATER SERVICE N + 230 FIRE SERVICE WF --0O5 0 B O {T -rt h W c h N 3 a ip W TRENCH RESURFACING CITY STANDARDS t Exrsr. A. C. PAVNc - - o = SEE DETAIL a a = w m a = N - - TO RIGHT ' _ " 5 Q N 4 M /N. N S W SD WD WA T NOTES FOR IMPROVEMENT PLANS 225E ( 1 $) - -225 ? ^ CLEAR. ^ Q OGo 1. WATER MA /NS, ALES AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO Q j.P I N THE STAND SPEC /F/CAT/ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE -t- o (WASC) CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR APER /OD OF - - J W . - -- _ ON RAFTER THE DATE OF ACCEPTANCE P y .__ WATER I a N � T - �0 '' \I Q 2. CONTRACTOR SHALL NOT /FY THE DISTRICT'S INSPECT /ON DEPARTMENT 48 HOURS IN � � a: , O ADVANCE OF BEG INNING WORK TO ARRANGE FOR INSPECT /ON OF PROJECT. THE CONTRACTOR t iq h 1p Z °j h = W Q p V SHALL GIVE 24 HOURS NOT /CE ON C4LLS FOR INSPECTION. PHONE- (760) 633 -2709. ALL 220- - N 1 N N ^ N Q 3 0 3 3 -2�1m WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECT /ON AND h l� '� Q p k Q REMOVAL. :R: W W C9 WN V WN h = J. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE- CONSTRUC77ON l ! ®N W Q m p 3 O V 3 S E w Q Q CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PR /OR 70 COMMENCEMENT OF WO f e N 3 +_ _ V _ W = 3 WORK ON WATER IMPROVEMENTS. PHONE (760) 633 -2709. V "i C3 C 4. UNLESS OTHERWISE NOTED, ALL CONNECT IONS TO EX /STING MA /NS WILL BE MADE BY THE V m CONTRACTOR UNDER THE SUPERVISION OF SAN DIEGUITO WA7ER DISTRICT AFTER PAYMENT OF W W V ^ ^ W V THE ES77MATEO COST BY THE DEVELOPER. cc h op 10 MIN. 41 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROF /LE TOP OF PIPE PROF /LE /S 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. (NO NO JOINTS 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. - 7 CONTRACTOR TO FURNISH ONE /NCH COPPER WATER SERVICE AND METER BOX FOR EACH NOTE.' N N N RESIDEN77AL LOT. EX /ST. UT /L /TIES ARE SHOWN AS 2.6 HIGHER + - - -- - 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. DIFFERENCE IN DATUM. THAN DWG. NO. 5 -330 628 -1 DUE TO i� _ _ Y �- , - � � I i 9. INSTALL FIRE HYDRANTS' 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EX /STS, OR 7 - PROF /LE " Q WA rER,(�A�A /N; DETAIL A TER MAIN FEET FROM FACE OF CURB WHERE SIDEWALK EX /STS OR WILL BE CONS777UCTE0. TO SCALE 10. PROVIDE A/R RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MA /N. I 11. CONIIZ4CTOR SHALL OBTAIN AN ENCROACHMENT PERM IT FROM THE CITY OF ENCINITAS FOR ', -- ANY EXCAVATION WITHIN EX /STING CITY RIGHTS-OF -WAY. 12. THE D/S7RICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY R /GH7S OF -WAY, CITY OF ENCINITAS RIGHTS' -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE = WA7FR LINES ARE ACCEPTED AND A COPY SENT TO THE SAN D /EGU /TO WATER DISTRICT OFF /CE WATER MA /A DATA TABLE I I I ❑ 19 +1 ABANDON EX /ST. 1" NA7ER 13 PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE o BEAR ING RADIUS LENGTH DESCRIP77ON 1 N16 38'36'1Y 139.39' 8" P. V. C. DR -14, C900 2 N36 53'47'tiY 60.61' 8" P. V C. DR -14, C900 Q _ E NO. 042660) SERVICE. CON77?ACTORS TO OBTAIN AND REWEW CURRENT WATER AGENCIES' STANDARDS COMMIRE-E El LXST. BACKFLOW I I c j b R.P. 84CKFLOW PREVENTER TO S 17F (WASC) SPEC /F /CARONS. A7FR MANN 0 +52.00, COORDINATE WITH PREVENTER I � _ 14. FILL AREAS MUST BE COMPACTED TO 90% PR /OR TO PIPE INSTALLATION. h p uj I i FOR METER RELOCAT /ON. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A W V ? N REPRESENTATION AS TO THE ACCURACY OF THE LOCA77ON OF OR THE EXISTENCE OR h Q 1 I I NON- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF OVh d = C��c II I I THIS PROJECT. EX /ST. 8" RE L.4 16. ALL EXIS77NG FACILITIES WHICH MAY EFFECT FINAL DESIGN, /.E., LINE CROSS /NGS, LINE O I I l \1 I/ y/r ✓ rr ,/r Z O m WATER PER 6286 -/ r r PARALLELING, OR PROPOSED CONNEC77ON SHALL BE FIELD VER /PIED. ALL EXIS771VG OR W Q W � h � h 51 YJ, 7 Yff- _84 Y PROPOSED U77LITY CROSSINGS WITHIN 10 FEET OF PROPOSED WA7FR MA /NS SHALL BE SHOWN Q 3 � 3 J N cr1 - I I ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MA /NS UNLESS I3 W O r / �r�rJ J r l \ll ( GIVEN WRITTEN PERM /SS /ON BY SAN DIEGUITO WA7FR DISTR /CT. 10 V N V Z �D n ` r 17. WATER CONNECT IONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED 0 +52.00, INSTALL 1 " WATER SERVICE c' \ k �i 1 � �JrAS WITH BACKFLOW PREVENTER AT 12.5' LEFT, W BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SAT/SFACT /ON AND CURRENT WATER J COORDINATE W /7H SDWD FOR METER ao N 2 = e 11 t� 2*48.13 DWY. = AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE /NSTALL4ITON o N N W \\ \` \ 18+54.06, 12.00' RT. ECKE RANCH INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTS' /DE WA7FR D /S7R /CT - 8" TAPPING GATE VALVE, CONNECT TO EASEMENT. REPAIR, MAINTENANCE AND ANNUAL 7ES77NG OF BACKFLOW DEVICE ARE PARKING LOT / MPROVEMEN75 o r Z h o EXIST. 12" WA7ER MAIN. RESPONSIBILITY OF OWNER. �1 AJJA1 � SEE SHEET 2 � Z - N � � INSTALL THRUST BLOCK (16.1) S.F. 18. MIN /MUM HORIZONTAL SEPARA77ON OF 10 FEET REQU /RED BETWEEN F /RE HYDRANTS AND -,N& SAN DIEGO GAS AND ELECTRIC VAULTS. 3 /J1� J1 / \lr of p j 19. UTILITIES TO MAINTAIN MIN /MUM 5 -FOOT SEPARA77ON WHEN PARALLELING WATER O Z r1c 70 SERVICES. h I I .5, a ^ m �� Z - 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EX /STING WATER I � - - - _ - - - - -- - - - - - - - - - __ n FACILITY (F /RE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. - - 21. CON7RACTOR TO SUPPLY DOCUMENTA77ON SHOWING THAT ANY ASBESTOS WA7FR PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN �� EX /ST. 12 " WATER DIEGO COUNTY WASTE DIVISION. -- - - - - - - - - - - - -- - - -- - - - - - -- PER 6286 -1 EXIST �/ T. PAVEMENT 19 +58.60, EX /ST 30 22 USE THE FOLLOWING VARIOUS COMB /NAT IONS OF PLAIN END PIPE LENGTHS WITH HIGH / CONCRETE DRIVEWAY U 5 - - _ - DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH / / - - �� ✓, - - - HORIZONTAL AND VER77C4L D/REC770NS. DO NOT BEND PIPE BE/WEEN COUPL /NGS. SAW CUT GR4L BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECT /ON W /NGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS W /7H DEFLECTION COUPLINGS FOR ALL \ `1 0 RAD EEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLEC7ON = 13 y FIRE SERVICE TO D/CKENSON FAMILY COUPE/ R ALL R40// BETWEEN 270 FEET TO 560 FEET USE AND INTEGRAL BELL END / 1 1 , °� p EDUCATION CONSERVA77ON 12809 -G COU LENG NED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A PIPE / / n CHORD. USE C77ON COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS I L o O� 1� FEET. /�P /PE LENGTHS THEIR CURVED THAN ALIGNMENT FR ALL RAI BF7WEN 560 FEET TO WILL NOT BE USED UNLEESS SPEC /F/CALLY1,150 � 3�r�r� / \1 �, FS 56 10, AUTHOR /ZED THE BY THE /CT'S REPRESENTATIVE. co r� 23. CALIFORNIA STATE LAW ASSEMB L AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE `r' Jl/ Jli \Ir 1/ 10 USED /N THE CONS7RUC77ON OR OF ALL POTABLE WATSR SYSTEM EFFECT Lo Q / J j %J 0 I I N JANUARY 1, 2010. /N COMPLIANCE /S LAW, THE DISTRICT SHALL REQUIRE ALL �. O U Y 4i V lllr� l \lr� �Jy 5' P.C.C. I I " I O�j BAD. G. MATER /ALS TO BE NO -LEAD BRASS PART . C ^ co SIDEWALK 24. ALL COPPER TUBING USED FOR A/R RELEASE , W OFFS, AND SERV /CS SHALL BE PROVIDED 0 ^ I I I I 1 WITH CATHODIC PROTECT /ON IN ACCORDANCE W/ 17 OR WC -18. ° rn CQ ha h WATER MAIN r W 2 k t k cn 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNEC O PIPELINES THAT WILL REMA IN IN W � W V J SERVCE SHALL BE DISCONNECTED AT 7HE CORPORATION S HALL HAVE THE CORPOR4770N too m = m RpFESSipv STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED,• ABANDONED AS DIRECTED o 10 o e at BY THE SDWD INSPECTOR. ?O" e m o _'� Q Q k SAN DIEGUITO WATER DISTRICT DIG - z z � A 1^ m ^ Q w ¢ No. 47107 m " •� J J . - Exp. 12 -31 -17 p 4 GRAPH /C SCALE h Q Q * °I I * SAN D /EGU /TO HER /TA GE MUSEUM 20 0 20 40 60 t -z�• Al � WATER MA /N F /RE HYDRANT 1 SIGN ' DATE OF cP�zF / z u; CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS- BUILTS DESIGNED BY: DRAWN BY: CHECKED Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ALB TP ALB NEW SHEET PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: PRECISE GRADING PLAN FOR: AS -BUILT- VOID THIS SHEET• DESCRIPTION: COUNTY OF SAN DIEGO PNT. #134 WCSS2 PER R.O.S. 16810 HORIZONTAL: 1 " = 20' (� /L r� DATE: Z 1 f SAN DIEGUITO HERITAGE MUSEUM LOCATION: " ALLEN L ER ATE JESSE OWENS FK NK ELOCK 12858 -G w RECORD FROM: R.O.S 16810 VERTICAL: 1 = 4 P.E. NO.: 47107 APN 254- 663-07 w ELEVATION: 320.41', DATUM: NAVD88 60 -z o-/ ALL E BUTCHER DATE DATEO�Z�" 7 REVIEW INSPE T R � ENGINEER EXP.: 12 -31 -17 PLANNING CASE NO: 13 -153 MIN /DR/CDP SHEET 4 OF 4 g u NEW SHEET