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2015-12589 G (Plans) (2)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES 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 SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS. ENCINITAS VILLAGE SOUARF I SITE IMPROVEMENTS 1446 -1486 ENCINITAS BOULEVARD ENCINITAS CALIFORNIA- GILES ENGINEERING ASSOCIATES, INC DATED DECEMBER 22. 2014, AND UPDATE DATED , PROJECT# 2G- 1412002 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 REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 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. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. 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 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS 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 CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12589 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RYAN D. SHEA AT (310) 665 -9665. 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. 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 RUN -OFF 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 SHALL 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 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP 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 BMP /IMP 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 BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE 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 ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 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 THE DUMPSTER 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 INTO THE SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: 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 SEE SHEET 2 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 NOTIFICATIONS STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER A. SEWERS -LEWD - (760)- 753 -0155 EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND B. GAS & ELECTRIC - SDG &E - (760) -438 -6200 DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT -1- 760 - 753 -6466 D. TELEPHONE - SBC BELL - (760)- 489 -3411 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 OF OFF THE SITE BY THE CONTRACTOR SO 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 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. PHONE: (760)- 633 -2770. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 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 SYSTEMS SHALL OCCUR WITHIN THE CITY TREE SOILS ENGINEER'S CERTIFICATE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON L THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF I, / I-- 6GT11S A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO THE OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT ADDRESS THE TREE REMOVAL. WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON -DEC/22/2014_ AND FOR AN AMENDMENT ON -DEC/1/2015_ 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 OWNER'S CERTIFICATE CERTIFY THAT THE RECD DATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SP ATIONS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE SIGNED: gESSr ��kA /E OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. C�, O "1f RCE NO.: GEO NO.: � L, � � , EXP. DATE: 070687 AS - B U I I_T Or SIGNATURE: 1 DATE: y I O 0 e- _ OLIVENHAIN MUNICIPAL WATER OISTRICI JOB #: 2G- 1412002 � THE FES11VA NCINITAS PARTNERS, LLC DISTRICT PROJECT NO. W540204 GILES ENGINEERING ASSOCIATES, INC. C101 ®� 9841AAIIRPORT BLVD. SUITE 700 1965 NORTH MAIN ST, ORANGE, CA 92865 OFCAie� � LOS ANGELES, CA 90045 TELEPHONE (714) 279 -0817 TEL.: (310) 665 -9600 FAX (714) 279 -9687 K &S ENGINEERING, INC. Planning . Engineering . Surveying 7801 Mission Center Court, Suite 100 San Diego, CA 92108 (619) 296 -5565 Fax: (619) 296 -5564 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK RF -VtSe PROVIDED e4O- RETP_iQT100 AREA VF Ce /ll Ili DESCRIPTION: WELL MONUMENT 2 ADD SHEET FOR aN -Sir WATER / LOCATION: AT CENTERLINE INTERSECTION OF SEWE TURNER AVE. AND SHIELD AVE., 5' SOUTH OF A 3 ADD NEW (of SEWER LATERAL CWD ADO SEWER MH & 12' NW OF A WATER GATE VALVE. DETAIL OF NORTH ISLAr_15 OR &O-RETEN1brI RECORD FROM: CITY OF ENCINITAS PT NO. 1028 e� _n... n a_ .n �n . i._,._ ELEVATION: 250.48 DATUM: NAVD88 DIGALERT CALL BEFORE YOU DIG 1- 800 - 227 -2600 48 HOURS NOTICE REQUIRED SCALE HORIZONTAL: 1" = X' VERTICAL: 1" = X' ff.21.1 G 90 R6ER•8RIE5T,PE• DATe LEUCADIA WASTEWATER DISTRICT STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, 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 WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. STATEMENT OF ENGINEER OF WORK OWNER / APPLICANT FESTIVAL ENCINITAS PARTNERS, LLC CONTACT. RYAN SHEA 9841 AIRPORT BOULEVARD LOS ANGELES, CA 90045 PHONE: (310) 337 -2955 SITE ADDRESS: 1446 - 1486 ENCINITAS BOULEVARD ENCINITAS, CA 92024 LEGAL DESCRIPTION: PORTION OF BLOCK 2 OF MAP 1791 EARTHWORK DATA CUT= - FILL= 168 CY IMPORT= 168 CY REMEDIAL= 650 CY NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). SHEETINDEX DESCRIPTION SHEET NO. TITLE 1 NOTES, SECTIONS & DETAILS 2 PRECISE GRADING PLAN 3 EROSION CONTROL PLAN -4 EROSION CONTROL NOTES & DETAILS-5 n 5 F 2 O m v c ENCINITAS BLVD. m SITE 5 VICINITY MAP NOT TO SCALE THOMAS GUIDE PAGE 1147, G7 LEGEND: EXISTING PROPERTY LINE EXISTING CONTOUR EXISTING ELEVATION EXISTING CONCRETE AREAS DWG. No. SYMBOL X190) - PROPOSED PROP. RETAINING WALL SDRSD C -3 a FINISH CONTOUR DAYLIGHT 4" PERFORATED PIPE SDR 35 4" PVC SOLID PIPE SDR 35 12" PVC SOLID PIPE SDR 35 = CATCH BASIN (PVT) NDS OR EQUAL 12 "X12 "% o< W z o LO x CATCH BASIN (PVT) VJ ITH NOS OR EQUAL 36 "X36" - Bt0 -CLEAN FILTER 6C- G158- MF -3oxgb x24 j SAN DIEGO, CA 92108 N0.46592 m SIGN DATE PROP. CONCRETE AREAS PER SOILS ENGINEER OF 619.296.5565 EXP 6 -30 -16 a RECORD RECOMMENDATIONS PROP. A.C. PAVEMENT PER SOILS ENGINEER OF MIN. 4" A.C. OVER 6" CLASS II RECORD RECOMMENDATIONS OR EQUAL SECTION. ° co PROP. LANDSCAPE AREA PER LANDSCAPE PLANS PROP. TRUNCATED DOMES PROP. PAVERS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT PROP. 30' DRIVEWAY THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PROP. CURB RAMP 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 OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY PROP. BUILDING ADDITION OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, R OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE O,F SUCH ENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE PROP. BIO- RETENTION ENGINEER. / SIGNATU DATE: / 27 AMAL S. pROfESS/ PER ARCHITECTURAL PLANS WITH ENCLOSED PVC LINER & SUBDRAIN PIPE WHEN PAVERS ARE WITHIN 10' FROM A BUILDING PER SOILS ENGINEER RECOMMENDATION PER G -14C PER G -27 PER ARCHITECTURAL PLANS SEE SHEET 3 FOR DETAILS ❑o IN moo 0 0 0 C7 N ��0 o� S. t� OMWD W.O.# W5 Z . S. Zp((a R. C. E.0000; -3 DATE `I'I LO K & S ENGINEERING, INC. y SyF 's DISTURBED AREA o< W z o LO 7801 MISSION CENTER COURT, SUITE 100 ; c SSGR - TE SIGN DATE SAN DIEGO, CA 92108 N0.46592 m SIGN DATE N 619.296.5565 EXP 6 -30 -16 a PROJECT TOTAL AREA= 113,020 SF RCE NO.: 48592 sr crva P " PROJECT REMOVAL & /OR REPLACEMENT & /OR NEW IMPERVIOUS AREA= 19,905 SF ° co EXP. DATE: 6 -30 -16 9r � F OF CALIF REQUIRED BIO- RETENTION AREA (4 %yQF DMA)= 19,905 SF * .04 = 797 SF PROVIDED BIO- RETENTION AREA- 115-24'"F )THEREFORE, ADEQUATE. STORMWATER TREATMENT STATUS co ° -6 CIA L DMA AREAS PRIORITY PROJECT (HMP EXEMPT) c¢i IMPERVIOUS PERVIOUS PAVERS SITE TYPE OF TREATMENT: BIO- RETENTION OPEN BOTTOM BASINS c°o AREA AREA AREA AREA MAINTENANCE RESPONSIBILITY: THE FESTIVAL COMPANIES _w 2� ADD SHEET 6 ON -SITE WATER 0 SEWER EXISTING CONDITION 102,785 SF 10,235 SF N/A 113,020 SF STORM WATER MAINTENANCE AGREEMENT RECORDED: DOC. #2016- oot378(7 N RE- APPROvgL,(lo J PROPOSED CONDITION 1 94,578 SF 16,379.50 SF 2,062.50 113,020 SF c°, � OLIVENHAIN MUNICIPAL WATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT POTABLE WATER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER STEPHEN D •ERI G PE RCE DATE t4 &E l 2817 OMWD W.O.# W5 Z . S. Zp((a R. C. E.0000; -3 DATE `I'I �/ �f' - t,���ix�,s� o?�%��10 / 4 ®1�, CL o< W z o SIGN DATE SSGR - TE SIGN DATE SIGN DATE XP. DATE NOTE: Signature Expires 2 years after date. AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: E GINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. co PLANS PREPARED UNDER SUPERV SIO OF RECOMMENDED: JQO APPROVED: GRADING PLAN FOR: 1446 -1486 ENCINITAS BOULEVARD DATE: / z /& THE VILLAGE SQUARE 12589 -G zM / J MASIH MAHER GLENM PRUIM APN: 259 - 121 -14 -00 R.C.E. NO.: 48592 w o S. S AMAL S. NErS EXP.: 6 -30 -16 Zp b PLANNING CASE N0: 15 -053 DR /MIN SHEET 1 Og( Y DATE AS -BUILT OUVENHAIN MUNICIPAL WATER DISTRICT 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICA11ONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING NTH THE DISTRICTS INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA "TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR' TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE- IS 48 INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2- PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATED BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW - OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. 13 INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER 'W "SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACK FLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. DIGALERT ki K& S ENGINEERING, INC. �Q(IOFESSli f Planning . Engineering . Surveying �CALL BEFORE YOU DIG No. 48592 �+ 7801 Mission Center Court, Suite 100 San Diego, CA 92108 IXPCIVIL,fi " 1-800-227-2600 (619) 296 -5565 Fax: (619) 296 -5564 �r9lFrn pit W 48 HOURS NOTICE REQUIRED BIORETENTION PLANTER CROSS SECTION PRECAST CONCRETE WHEEL STOP EX. AC PAVEMENT 2 " -3" HARDWOOD MULCH -6 "X16" PCC FLUSH CURB 2% PVC LINER (TYP.) ��` PVC LINER (TYP.) 24" MIN. ENGINERED SOIL *` 2 "-3/8" GRAVEL �. 12 " -3/4" CRUSHED ROCK ** OPEN BOTTOM *BIOS- 7ENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALLCONTAIN 50 -60% SAND, 2C -307. COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. CHECK DAMS TYPICAL DETAIL 2% 4:1 BIORETENTION 6" wln� FCC, *9e& CHECK DAM 520 . C," 2,500- T`0 6C OCTICA/DED To 6pAvEi_ LA YE1K 02 Co vuEc? C.� -ro PC(-- fWSH CvR13 vivrH CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK NEW SECTION FOR SP&SE 10- ETENTION /21 -/I& DESCRIPTION: WELL MONUMENT CROSSINGS LOCATIOWAT CENTERLINE INTERSECTION OF 1L.T .1 9-M-18 TURNER AVE. AND SHIELD AVE., 5' SOUTH OF A LAVL f�lk_jk SEWER MH & 12' NW OF A WATER GATE VALVE. RECORD FROM-CITY OF ENCINITAS PT NO. 1028 ELEVATION: 250.48 DATUM: NAVD88 l 7.5' MINIMUM BIORETENTION WIDTH 24" cF; NEW 6" CURB (PVT) SCALE HORIZONTAL: 1" = X' VERTICAL: 1" = X' SECTION A NOT TO SCALE 2% 12" MIN. PVC LINER (TYP.) - PROPOSED BIO- RETENTION FINISH GROUND WITH 4" MINIMUM PONDING /-NEW 1110- RETENTION PLANTER PER CROSS SECTION HEREON 2% AS -BUILT f KAMAL PRP. 12" PVC PIPE EX. INLET TO BE PROTECTED IN PLACE 209.20TG 197.981E EX. BERM TO REMAIN 4" NEW BIO- RETENTION PLANTER PER CROSS SECTION HEREON 2% * * 22% SECTION C NOT TO SCALE PRP. RET. WALL PER SDRSD C -3 211.65TW f F I I PROVIDE APPROVED STENCILLING TO ALL ON SITE STORM DRAIN 12 " -3/4•. CRUSHED ROCK INLETS. 97.981E N DUMP NO WASTE DRAWING NO. TO 19" DETAILO DRAINS STREAM NTS T 12589 -G 29.5" BIORETENTION TYPICAL PROFILE CURB 4" MIN. PC(- WOOD CHECK DAM E SEc:rpN,A 4" MIN. PVC LINER (TYP.) PROPOSED BIO- RETENTION BOTTOM WITH 4" MINIMUM PONDING SECTION B NOT TO SCALE * OVERLAY ON TOP OF EXISTING PAVEMENT TO CREATE A 2% SLOPE TOWARDS BIO- RETENTIONS 2% [:SD(3&E CROSSINIG THROUGH 51©-- FRE.TENTI0N SF_GTtON 2.4" MIN• GETATION PER LRNDSGAPP_ PLANS r V -3" FIARDWOOD MULCH p10- <;ETENTION ��'a•�o;`µs1 BASIN rzWONEERED$OIL •.-• -� - `- PVCLIN5F (TYP.)"' �- C O MPACTEA AREA---k z w U 12 " -3/4•. CRUSHED ROCK °yl�_ N = RIP -RAP DROP STRUCTURE 0" CURB 18" MIN. NEW BIO- RETENTION PLANTER PER CROSS SECTION HEREON UtJlliNtU tlT: 1 UKArvN dT: �rltl:ntu Is r: KSS ENGINEERING DIVISION APPROVALS KSS DJ, PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: )Q0 APPROVED: DATE: - L 11A• a� R.C.E. NO.: 48592 MASIH MARE GLENM PRUIM / KAM' IC EXP.: 6 -30 -16 2461, 1 tk o L �I EIMSTIN( ELELCRIC. LINE �EXISTIN6 GAS LINE OPgN 80tTOM 5' MIN. ARIES ( ALL EX15T15TW66A54ELECTRICAL FAC-ILITE5 WILL MAINTAIMTHE 5TANDAR CLEARENCES MR6.0- 121 t U6 STANDARDS MANUAL (5EE DRY UTILITY PI41415 FOR ADDITIONAL INfORMATW) 0 PL VILLAGE SQUARE DR EX. SIDEWALK, CURB & GUTTER CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT ZINC PLAN FOR: 1446 -1486 ENCINITAS BOULEVARD THE VILLAGE SQUARE APN: 269 - 121 -14 -00 PLANNING CASE NO: 15 -053 DR /MIN U T U z z w U O N DRAWING NO. z z 12589 -G W W zPO wl* SHEET 2 0 F,6 cn Y iNSTAUF €q..Cl£ 208.9 SC -61515 MF I•- 1. -ZA Xtt.r:r.t� � 2t0.3 �' APN 259- 12'� =`1.J X X212, '=��°^ I I I � �.�, IVORTN ISLRiNDS f3f0-RE7ENT101.1 _. 1 To PRP: 36 X36 INLET 211,15TG PRP. R WALL 214.4 PER SD C -3 x S.D. SD COUNTY FL CCii1R l I - AI 2" OPENING INLET ACCESS SERVICE ROAD ('UTTER LIP - 09.151E INST. NO 75- 289319 X A _� IM 19 5F1 CATV ____ POST 29 211. TW ___ 1 TC 213 50TC x 13. - o .._ rS _ -_____ Al RIM ri (215.43RIM) T _ _ °' 7D F3ASIN _ 196.91 °- 213.OML .x°213OOFS _ v._,_ _--- N89'36'11'W - - _._.. 35014, _ 2t 2.96 m, m , _TO GRADE (198.381E) 1 1a.B 12 W IOE 211.5 _ -Ira, _ _ __ t X12 "OPENt�b ..:_ mn w _ ��..:.. ___ -� ......_ - ..::: -: •: -ems- � - _ _ - - - -- �.. - _.... � ti C R. _...:� .._ � _ ____ 2 . . • - =-"=.. _.__mss. -..- _: -_.. tx..__' -. _. � � � _ r_:�� �� � .2. - --. rr. r�� 5 ...r;. r r 21 .• � _..::: - . r . _ . _. w3;= -- ' -OUT LET FOR 'OVERFLOW. ; _ v r ____ a.:4 ___ ^ � _._ qq � • :.,_ __.,. _.... _ _� -- - ' � _ _ _ _.. �.. • .. •. :._.. .. - F ... ::.' -' ...... .....__... n -.. _. _ ..r. -ems . .._T � -_'.. �• ' _ -___ � _._ ,a _ _ - x ^_; - 215 L ) `,r EX INLET TF, _- _ p - 21.: .5'TG __ __.. _ �. � _ _ . T_ .. ..... 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DWY PER .., F.., x3����rm_ -:�_w_ .'�:r a. _e .xv _v!Eia.....a a_ .�E: .hi _.c. ... d. _a -o!!am -:� :.:. _ ~f r -- :w- :�::-:� F.�-. 214.65FS a' ----.tvttt,_ ) I § c ¢T A t 12 . REMAIN __. ....___. _ ....... __. ... _a .35'f' ., _ ..xs- .�:._ - - °- -nom. ...._..._ ,.._ r__. _ .._....__.._._ .... _..... a� � ,:.... ,< . a �. _. _ _... 5 �_..y.----...__.....r. r.�::rh =:rare: rtir =. _ _ .s:::.: _ - �:: ..:::.. _.._r_r.r........__._.......... . �._ . _ :. _ _... � - _....- _, �"" ---__... _ _..._.. _--= �_.r�.:__ ._ ..: ..:..._..__._.._ ............... 2 : ___. J� - _ ... _ � _ �-- -r--�-:: ter_ _.._r . �, . "€ 5 i _ _ y.. -. ::: - -�: -.. _ _::. _ .r. _--- °--- -'�� - - -.. d��- ...?ri.... a�x..�. ._:? .x _ _. - -,-r.° + r:.a.. -u... . __.__.._� �' _ _._:_e r - �. �� : ; .: � __ -� . _ --� __....... G 140 _• �r:r:. _..... 2' ---- -i��� - - 214.5070 --- - r:. t:... ra_... � . W ' = �.:- r_--�s :;i _a._- = : -- -:' ;i h.: ....__...._:r AR 1 �.�._ 214.00FS �' ) 2 x �-- GONGR T `3 E E 206.7 NEW SPILLWAY 1 �-- 206. .�� =v4sm. d.if ......_ r ..............._._.........�_- - 7t .......... ....... r_ _.._.� � �.._... .tea .1�., -- _..... ....... n�r..._.__........._.__..r____� f ,..., .. ,.... ,, _ .__ ...v: �'- __.._. v:..__.: r . - r€ - -_. .. - __M� .• __....._ __ r . �� ®. - - t r F _r_._- ::�:mm�.mm.r..n __. • � :..�.a._..:r�,:,r�m m.m ,� m _ _ � W t 5.5 I ` ., '" ,a u n URB 1 A.C. PAVEMENT I X dtr� a. mm___.. -_ h :sa . _..:::,:: -t C -.:.., ,.:::r _ ::. °= 1 NEW GUTTER ...._. _ __ _ ,.vim. , , . WV n _ .:.. _ _:_' __ '. • ;� -4�, , __- _.__4, ,. � _ _ - ....tf'ei. =;v:..r `r Ma.__ �31A- ItETENTIfiKI; : ; OM 0 10- RETENTlo1J BO7T F 6 ? K a v. -, r. : ff5en .x 'ci m.m - m a: -...x __ _ cc*! �.-^ _ �'ry . _. r. t d , drr - « 1' , � ,• r `e�.. ,4 . m .< X� 214. c r r + (2.5 I 212 a 2 4FS 214.80FF _ _ m ___ 1'. I 14 - 214.7 TW � ® ®Q��® n IN. 4 ELO W TO 6E M 6 � ADJACENT OVERFLOW LIP OF GUTTER (bRfNDED NEW CONC. GUTTER 1 t I .- 213.808W 214.80TW REMOVE ALL DOORS THAT SWING I ti CCb IK ® K 5 W INTO PARKING STALL ON '11 <' NORTHERLY SIDE OF T'_ BUILDING / 214.80FF 1 REMOVE ALL DOORS THAT SWING 'a ' w EX. BUILOIN vv� - POR11*4 OF LIP ) 5 X206.a ENCINITAS FORD I } F14,8 NEW RETAINING WALL AND ARE NOT WITHIP+ EDESTRIAN I 214,7470 PER SDRSD C -3 INTO PARKING STALL ON THE OUTSIDE ELEVATION ARE 0.10' . i t 1 ! HIGHER THAN THE EX. BUILDING NORTHERLY SIDE THE BUILDING „ 1 m. TYPI[,AL 1.424..ENCINITAS BLVD. } 214 25FS) ACCESS STRIPING. RP. SIDEWALK TO BE HI FINISH FLOOR WATER PROOFING AND ARE NOT WITHIN PEDESTRIAN 2.4 16 : I i 21 g,7 DETAIL 1 -1 OWNER = CHEVRON INVESTMENTS COo CONSTRUCTED ON TOP i PRP. BUILDING S 3 ACCESS STRIPING. WILL NEED TO BE CONSIDERED. r APROX. LOC 110N i I 0 10 20 40 60 - NTS NO II " OF EX. ASPHALT. TO BE CONSTRI :TED ON 214.78FL 0 RLAY ADJUST ELEVATION AS NECESSARY t * f 0 BE FlELDPRI Di - APN 259- 121 -33 - TOP OF EX, f' RETE PAD I & SEAL CON ETE S ADJUST ELEVATION AS NECESSARY r H.P. BUILDING w.� ' * ��R BUILDING D 1 X 2 P DRAIN4lGE -CHANN INST. NO. 74-22 978 H.P. / (FF= 214.81) + " (FF= 214.81) * i 1s'`cuRB OPEN(G 15.6 i .g € , JOIN EXISTING BERM 1 ( I S X215,41 I * I• NEW INLET TO h PIPE ECT TO EX. I r` 215.70TC I BUILDING A (f F = 216.95) s ^' X 2x07.2 / a 4 %FC �, .... , ... 1 __4 215.20FS a'" ` k 1 i¢.9rj p • \ .116.95 ♦ .. 2 18fe15 �a • m ° - p . , y I GAS F= 214.81 ® - 1 i - , i I e �. o .yv - 0' - D 21 N - _ MAX.W4LI, Hd13 x207.4 " 21.3.2 .° , <, . '` ' � .: _ 14.6070 ' II x � 2 i4. 21520FS { ' x14.. €5 4 1 ;, KI II •. % , 214.60 C - - 216.4 - _ _ I - PER sp"D G"3 8 CURB -.- . .-. 213.97TC 14.60FS a . : m ^1 a .� lit ' , 2 1k0 ry X,' 14 GOES 215.6 x e - - - - - - - - - - -I # A Q., a•• p - _ - _' -. :::• s. - :• 1® •::... n :: mv. t ... _. �" a ..._. • �._. w m f+r` s,�. ;'' 8" CURB ,. ..' \q a. DWY PERRSDRSD ;,:. -� ,�� � _ r ; ,- '• 214.4570 � � Im I I 216.85 - - - - - -- w v - - - ice- EX. STA%RSTO , - _ _ 4.8 �- - 1= = _ _- 219.51 OE 0.EMOVED � 958 Its ,- . . _1� , _ G -1 213.76FS1 - a I GAS .. .. _z_ ... .. ._. __v.. rv___ _ �� .. - ._..___a .r_.._ ..__..� a X mom_._... .r. .. _ ..._. ;: �..._. -�'. �!_., ism N'___ � • m, -n _:d.�'s�..� a� � - - _ _ .. .. . : _ _.._.._. ' b• �__.._4 r. _ 5" CURB ._, C r.. & � ...•'h P.c - �h � -' _ r °� ' 1 F... ....._ :.:.:m.:::a � 14. S . h . 214.05FS mn. __:r tea. IL ` �°•- \I � 11�T -1� h 4 1 m w, r �- _ -� =- 214.4070 " �" "' �= -- � � "�' :_� :�`•. �, , SHOPPING CENTER EX•SIDEWI►LK I • a I ''�, ° ? i , _ s7 ?� " - - �' ?i 2t) t4.33TC 213.90FS Apr x25 1 x� I� A� ( (214.36FS) S sip 9 _ 0 1 .33FS) EX. FIRE R.P. RPD.A 214 5 214.3770, SAW CUT TTNNE ` _y,�,�� _ ?i ?/ -� - 2t4.5oTC 4, 4 /� AZ 4.31FS) /6 0 4 CURB, z _ 5° CURB (214.25FS) � 1 ,` � OLIVENHAIN MUNICIPAL' 214,50TC o 214.50TC CB 2 : 2 6• I ' fi.q. Q = 1500 ENCINITAS BLVD. OWNER = VILLAGE a o v A ° + ?dlk u EX. FH & t" WM'S a TO BE PROTECTED 214.4 f X 214.37FS •.. TO BE PROTECTED_ R `� IN PUKE - - X - _ ( ) :•:•:. 214.3070 IN PLACE. r - - -� - - - - - - EX. 2" -WTR- - - - - - - - - - A DISTRICT EASEMENT : (214•i8FS) - N (2t4.27FS) SNS 1 - - - - -77 z - - - - L LNE 1 I S AW Bt I SQUARE ASSOCIATES n a e. • H.C. RA a MP a a Q . = (213.8 FS) L> EX. PLANTERS oo B & LIGHTS TO BE % EX. �!i0 BE ° iv TFC PRO TED_IN ' CB I I Cif LLC 1�' =10' -° ae ,4070 o. r.: WM 3.0 :: . ;_•$ RELOCATED :;•::. ::.:.'...... ::::•::•::• :: :•.:•::.; •::. w.• ••::....:, E PLAC EX: INLET x. a" A.c. wnTER MAIN r. JAPN 259 - 121 -15 EASEMENTS A N LOCATION THE FOLLOWING E SEME S H VE 0 LOC 0 (219.611 lil9.bbi ' •• a X. 81 A.C. WATER MAIN NE 0, C RB r'w. EW 192 OF • TEBX • + 1 � � I 4 SET FORTH AND THEREFORE CANNOT BE PLOTTED: °>a, R._ 217.5 :.4 xw _ * II: .... ; ** RELOCATE BOLLARDS ** .. ** * 214.50FS _ ar y,- - e10 -BETE- .� TO PROTECT #M : _ SIN ! t '� NEW'b�CURB ;: C 0 I " '� � - - � a . '� � -,. ;4 ** ,: 3.0 i CI w a .�,��w�^�..�.- ,...m°-� ...w --,•,_ A THE PACIFIC TELEPHONE AND TELEGRAPH ) �•,, �.�-.. �� a � �' PROVIDE A ROOF AND SLOPE ',° 1 T --PER 0 WD E -1.4 _ OVERLA ** + T5. ** & 4 PIPE ** - P hER- DOMM.PIPELINE L I uc-r 1 .4 ' 4 214,5 _�_ _� __ x OVERLAY r 15.0 a ^"! 2155 ,� ¢. * . s 2% I ** 2�`'�_ *s I f COMPANY. UTILITIES INGRESS EGRESS. RECORDED DECEMBER 2, 1974. DOE. 74- 314396 OF O.R. _. o THE TRASH ENCLOSURE AREA ,o --------- TO THE kAIDDLE TO A D z 74 -32649 *; 214.80FS) SEAL 15.0 r 1 N x VAR 10 - -' - - *s i FV "BOTTOM .9 SF �- "'° OVERLAY r, SEAL _,? ., ELOCATE BOLLARDS -- ",I X : :: TO PROTEG._EX. F - � °n' PROVIDE- Ait00F AND SLOPE -► z- � ' T 7.� 5 I � r B SAN DIEGO GAS &ELECTRIC COMPANY. ILLEGAL DISCHARGE INT _ 3.0 1 l ** �% & 0 2% ` ' = �' ** _, ..._aI1 ...'a: ::• :: PER WD E -t".4 7% I U THE TRASH ENCLOSURE AREA 2% I A ¶ STORM DRAIN. I' ss ss ** 216.60070 _- __........SEAL � ` 216.46CO 1 VIEW 0 CURB a -' ** TO THE MIDDLE TO AVOID �� d• x ! - - i° � I � 1 UTILITIES, INGRESS EGRESS. RECORDED JANUARY 28 1975. DOE. - 019653 OF O.R. 16,6 t 6,% � � 216.10'$ W_0' CURB �i 15,0 : # _ 5. 213.70 #E jq _ -_ 4 -._ I ** W ao 2� ** ** `� 215.90'5 I 4 _ ..- 3.07 yn 15.0 ci % ** - AL DISCHARG_ INTO THE _ ** TO RAINS �ss �I �z5,0 t 275 6 - 21 S EET X` ( H I I I ' 1 J 1 t #75 (EGO GAS &ELECTRIC COMPANY P C SAND PUBLIC ,off- (215.63FS) I' ° "° inl EX. PLANTERS ** _� 15. Q __ o °w :; \_ RECORDED MARCH UTILITIES, INGRESS, EGRESS. REC 30 2 & LIGHTS TO BE 40 ;:; 215.95F S I Z h ELOCATED a X. GLTNTTRS ** * * ** 3• EW 0 CURBS 71.8 g� IrC' ;.• - 0 BEI 1976. D 92460 OF O.R. OC. #76- ° 215.80'5 " ( ) I s ,' NEW 0 CURB REL1OCAiED °I _ ' 3� '6 * X2`6'" ** 1c X21 SS o 1 I PRP. 4" INLET q NEW C�iECK DAM OPEN SPACE EASEMENT SCO 4" INLE, ;;• 2t635F5 O° �6 SEPARATION INS NO. 76 -0260 2t 5.8 zI`.: ** * BLANKE ** X 214.301E 21 I 5 ( a * 216. OF BIO -R Ni10 t NEW 0 CURB NEW I ** TTOM (14.S',1311 21 - : # 0 16. / ��I I I sl e I X 2 ° D SAN DIEGO GAS & ELECTRIC COMPANY A ) CORPORATION. PUBLIC UTILITIES, INGRESS, EGRESS RECORDED APRIL 20, 1976. DOC. #76- 116764 OF .d5F �. 1`I _ _ 216.5570 m .. ° ** ( (215.95FS) I ®' I 36 O LiGHTSTTOSd 1 36 0 O.R. *# : \ NEW 8' X y 61 -RE NTiON 6, OVERLAY . * BEN 80TT (SF) ** ::: ; ` RELOCATED - 6.6 30 _. _ ._.. �. r ** r.; �-+ I } EX. BUILDING 216.02 1 ., x w #s f - _ ::•: _ -_ I OVERLAY ✓� NE 1 f 216.61TC : (1.896 ** ;':+ "X BUILDING A �u. 216.51FS I I AL = NEW 0 CURB _ &- SEAL *R tfr , LIVENHAIN MUNICIPAL I r+ ::' WATER STRICT EASEMENT I ALL ROADWAYS SHALL BE MINIMUM 24 FEET IN CONSTRUCTION (CLEAR --- -. 216 7FSa 1 ! I ** ` ;`. r 2 21 ** (FF= 216.95) * * -' -- I * _ * L� 121 .37 " EX. PLANTERS - B E X 21 r, FREE AND NC UDNG THE PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA X 217 I X217,5 2 7 %)/ X PLANTERS ( s - *s & LIGHTS TO BE BUILDING I FIRE AND THE ENCINITAS FIRE DEPAR11dENf. 61T.TER 1 216.6670 (216.3mb I � LiGHTS TO / :; I ** *`r BE RELOCATED s *5.' ELOC'ATED I ::. d 7 ' f N = F 218 5 (F 7) AND SIDEWALK E ** i I - -__ % PRP. 4 PVC PIPE t �* ** ^' °�° I sawcuT AND REMOVED JOINT I PR P.4 INLET ° 1 21 4 I :....._ ........:: ......:• ::.....:.... :::•:::::... :•.: 218.38 '' ' I "TYPICAL" FOR THE 18' BY 8.5' SPACES TO JOiYJT- NO TUNNELING 1 -SHALL Be PERMITTED. ilfpl5Iti 216.15TG PRP. ERFORA`TED x.8" A.C. � - P B / ai4.6516 PIP EX.8 A.C. WATER MAIN L P - - - COACRETE SPILLWAY -;: I (�Xi 22?,7 x ** » » TYPICAL WITH ALLOWABLE OVERHANG FOR THE Re _ PI AGE hER "39RSD_ -G- 2...E - G -7. SI _ 214.101E :: ** WTR. MAIN^ : ' :': I o ALL K. PAVEMENT -T REMAIN o �, - � . - _ . .,.... " ,o r 2 I SHALL BE `GRINDED i AND _�t6,C (217. g OVFRCAYED WITH A.C. PAVEME . LL EX VALVES & CLEAN OUTS 218.20 g I a S.D. COUNTY FLOOD WITHIN OVERLAY &SEAL AREA I J . s ACCESS SERVICE ROAD SHOULD BE ADJUSTED TO NE,W °' INST. N0. 75- 289318 •6 _ �_ 15' + 3' OVERHANG BY 8.5 SPACES. „ * ** TYPICAL WITH ALLOWABLE OVERHANG FOR THE _ 2 _r41rt AND SLURY SEAL x 19.a _3.7 - �' 7FS o _s. x '/. I ::•::::: o _ APPROx.LQdG GRADE I! N ROAD EASEMENT s I 2 3 INST. N0. 78- 076956 O.R. &T POST TO BE (4.3Y.) I a _ X22 L 16' + 4' OVERHANG BY 8,5' SPACES. NOTE' 5EE SHEET (b FOR WATER I MPRoUEMENTS 1 t __ - o ,- :. - 1L -'• NPR DF ELECT t s MON. �' B 7' , °T 219. :.. % R _ .. • SIGN �5iV`< : o PROTECTEDIPLACE I - - 218.51 o % 4 ✓✓ �•_ AGING � •. �' a �.�.e - �__ - - �. -� "_ :, $: N.87 3250"W 329,49' 219180 I� BFF -- R1 ' X. 1 W.M. PER ' '.•. • �0'M'WD_y� X - - 4 �.7 QROF SS /OA P D M H 3TAIJ(aARD DETAIL. 1 D S FCBX e," .. ;. C T � a ,r � Ex.salRSTO SLB - DYED 219,' REM 11 EX_ OUVENHAIN MUNICIPAL , � OCMBX �� _ _ CA OF P OP Sty R MP E SDRSD _ a • 1 . 22 w Y VI m No. 4a5s2 � Q 2(I > _20' I9 5 WATERm DTSTRTCTmE* SEMENF -.._ EX J- PROiECiEJJ+CE X 2 =1. i o - _... _ -.._ x t.5 DI GALER T * 6/3066 CI L P ROAD EASEMENT I INST. N0. 204796 NOV.27,1961 - - _ . - - - .-.• - - - F - - -- - - - EX. 1O» H.P. GAS Ui -- - - 3 a'if __._.- 011 o ROAD EASEMENT ROAD EASEMENT BOAC 1741 PAGE 403 s, Q,6 1+1 of - 1 €� a = - - - z -- -� I - - - -o� - - - -- o - - - -- J : - ` - h o - - 221.5'��EOFCAIX 1 x I _ - Ka1 S ENGINEERING INC. o BOOK 4124 PAGE 35 m� -; x 220,7 0 - W - - _ _ . , ' _ .. I(E) I I _ _. _ __- - 2X 20.5 SMH# 0 o i I t _ - - - Planning Engineering Surveying -01Q 2200 all ® en _ -- _.. M H X222.7 CALL BEFORE YOU -U;G -- VC - NEW 6 "3EWEt0. 1 _.__:. LWD ENCINITAS BOU __y____ --� _ -� LEVARD (PUi "_IC) 221.2 � - --- r �_ - - I ^ 1-800- 227 -2600 7801 Fission Center Court Suite 100 San Diego, CA 92108 48 E ' (619) 296 -5565 Fax (619) 296 -5564 '-- - - - - - -- - - _ __ -. __- 7.2'. - H# 06 -0150 p"" REQUIRED i J CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAwN BY: CHECKED BY: ENGINEERING DIVISION_ APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INSTALL MEDIA FILtM 19SERT ON THE NORTH jA. G 21 Ib DESCRIPTION: WELL MONUMENT LOCATiON:AT CENTERLINE INTERSEC11ON OF TURNER AVE. AND SHIELD AVE., 5' SOUTH OF A HORIZONTAL: 1" = 20' PLANS PREPARED UNDER SUPERVISION OF DATE: / 1 /G -, RECOMMENDED: oo , /l/I. /1/1.�- APPROVED: GRADING PLAN FOR: 1446 -1486 ENCINITAS BOULEVARD THE VILLAGE SQUARE 12589 -G WIEST INLET d R MOVE 610-RETENT101J AREAS BIIEW N.C. RAMP FOP, t3v1uD11Jf� A SEWER MH & 12' NW OF A WATER GATE VALVE. ) � R.C.E. NO.: 48592 APN: 259 - 121 -14 -00 3 ADD 6 "SEWER LATF.AAL4 NORTfi ISLAaJOS /1/L/VI U 3v /I MASIHMAHER GLENMPRUIM RECORD FROM:CITY OF ENCINITAS PT NO. 1028 ELEVATION: 250.48 DATUM: NAVD88 VERTICAL: 1" = X' d . /S /v KAMAL S. S EXP.: 6 -30 -16 2 /q /I b 2 �� PLANNING CASE NO: 15 -053 DR /MIN 810- REJENTION gA51NS SHEE f 3 OF 6 KAMAL . I A v1L,'T 1 n IB C f I- Y-/ AS -BUILT I& i p N J n n 0 Y 0 m U w 0 NN U k z N i n c� z zn) mo w In Y z M N OI __.. Z NOTES: WENT EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. CHANGE II x,11 A A N.T.S. CATCH BASIN PER GRADING SPILLWAY GRAVEL FILLED GRAVEL BAGS' ARE STACKED TIGHTLY PONDING HEIGHT, N.T.S. A PLAN VIEW SEC1iON A -A 6" PVC RISER NOTES- 1. GRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. LEAVE ONE GRAVEL BAGS GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. STORM DRAIN INLET F N.T GRAVEL BAGS OVERLAP ONTO CURB � -------------- RUNOFF / GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL BAG CHECK DAM SPACING TABLE STREET GRADE INTERVAL HEIGHT LESS THAN 2% 200' 1.0; (MIN) 2% TO 4% 100 1.0 4% TO 6% 50 ((MIN)) 1.0 MIN 6% TO 8% 35: 1.5: (MIN) 8% TO 10% 25 1.5 (MIN) FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAG CHECK DAM N.T.S. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT. STEEL OR WOOD POST ,_u. •10' (3m) MAXIMUM SPACING WITH WIRE SUPPORT FENCE 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE. SILT FENCE (CASOA SE -V N.T.S. ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST. NOTE 1. -THE CONTRACTOR SHALL INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT. 2.- REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. -SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO FACILITATE MAXIMUM BONDING EFFICIENCY. No. & EXP /.0/ ) o- K &S ENGINEERING, INC. Planning . Engineering . Surveying 7801 Mission Center Court, Suite 100 San Diego, CA 92108 (619) 296 -5565 Fax: (619) 296-5564 LO i in N 00 O N O) Q U z a N DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. co KSS DJM KSS LX�r — DESCRIPTION: WELL MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: ,Qt7 APPROVED: EROSION CONTROL PLAN FOR: 1446 -1486 ENCINITAS BOULEVARD LOCATION: AT CENTERLINE INTERSECTION OF DATE:/ 27��G HORIZONTAL:1 " =X' ^ THE VILLAGE SQUARE 12589 -G W TURNER AVE, &SHIELD AVE., 5' SOUTH OF A 1 r Z/ ' ^� z M SEWER MH & 12' OF NW OF WATER GATE VALVE - o at— VERTICAL: 1" =X' R.C.E. N0.:48592 MASIH MAHER GL NM PR IM APN: 259 - 121 -14 -00 w RECORD FROM: CITY OF ENCINITAS PNT NO. 1028 /,� /� ELEVATION: 250.48 DATUM NAVD88 EXP.: 6 -30 -16 2/Q I t 6 2 /4 PLANNING CASE N0: 15 -053 DR /MIN SHEET 5 OF ,6 Y ? AL S. KAMAL S. SWEI nA= n TC AS -BUILT ENCINITAS FORD 1424 ENCINITAS BLVD. OWNER = CHEVRON It, NO 11 DRAINAGE CF INST. NO. 744 2; SEE PLUMBING PLANS FOR GREASE INTERCE SPECIFICATIONS. 3.G0• 209.901E IE GRAPHIC SCALE: 20 0 WEWAPPROVEd -" GKWATER VALVE PER I1PG sw. -11O ROAD EASEMENT INST. NO. 204796 NOV. 27, 1961 20T.791E CHANGE NO. DESCRIPTION NEW SHEET - WATER AND SEWER NEW 6" @1% X214= 77 NEW S.0 EX. SE ER TO BEABA DONE = 214.81 1. OT EX. SEWER TO-- BE ABANDONED t NEW 6" SEWER LINE NEW FDC &- N PI A•: :• ACCESS SERVICE ROAD INST. NO. 75-289319 0 m EX. SHUTOFF / & SHUT M EX. SEWER NED T SHUTOFF &SHUTOFF BE ABANDONED � X,\. \�r� EX. SHUTOFF p ✓ EX.SEWERTO 'ALL BUILDING WATER SUPPLY PIPING ; BE ABANDONED ALL BUILDING WATER SUPPLY PIPING WILL BE REQUIRED TO BE SERVICE GROUNDED. ? WILL BE REQUIRED TO BE SERVICE GROUNDED. s BUILDING C ? BUILDING D (FF= 214.81) r� �: FF= 214.81 (FF= 214.81) r n _ t a 480,. ✓2 480FS' . •..... c ^ ---- -- a .. h a n. I _ x I2i=_ a I I NEWBOLLARDSJ m (TYP.) r _^r APPROX LOCATION 0 i GAS LINE NEW 4" FIRE LINE VA NEW THRUST BLOCK BACKFLOW- m UI 0 /ER- COMM.PIPELINES • ",n 74- 326492 _......... i °' NEW 4" IRE R. D:A W/ METER, "ER'01vWD C -3.3 OPEN SPACE EASEMENT NEW 4 "SEWER WTR. MAIN / A.C. N� (O BLANKET 76. 026067 LATERAL WTR. 1� EX. BACKFLOW TO BE A, REMOVED IF NOT USED . . NEW S.C.O. 206.401E IPPROX. LOCATION EX. SEWER TO 7 a . 1 QF ELECTRICAL ...... BE REPLACED p 'NINE. _210 BUILDING A y ri NEW 6 "SEWER @1 %I TIEo .......... :. :. :.... PUBLIC SEWER I NEW 6"1SE ER CLEAN OUT 205.701E alit APPROVED BACKWATER ALL EX. VALVES & CLEAN CUTS UPC SECT. 710 I "~ ~ WITHIN OVERLAY & SEAL AREA NEW BACKFLOW ASSY ' STD . DWG# C-2.1 EROM SHOULD SEPARATIONWM r GRADE BE ADJUSTED TO NEW APPROX. COCA �IQN� f OF ELECTRICAL f-,, • ::::::."::::: ° LINE. a� f° _ _.EX. 20' OUVENHAIN MUNICIPAL A - L-- WM O REMAIN WATER DISTRICT EASEMENT - -_ _.._. " ". -.-.T TRENLI} EX. 10" H P. GAS SEE " � ._w� � RESURFAGINlrj �- -- - oN SHEET 2& I I of g ROAD EASEMENT - -- - _ BOOK 4124 PAGE 351 D 06 -0 40 -- m .EV. 20.30 i.l NnN EX. 12" VC SEWER MAINEi26VVGTp12846 M ST ": 96 t52•>�, SEWS ' 1.,11RR ENCI NEW 6 " NITAS BOULEVARD (PUBLIC) _ AL __.._ o • 831e of Mai __._ __ ___ " 0933 tE Wt TEQAL - APPROVED DATE BENCHMARK SCALE All 7 DESCRIPTION:WELL MONUMENT SEWIER L LOCATION:AT CENTERLINE INTERSECTION OF HORIZONTAL: 1" = 20' h 3o b TURNER AVE. AND SHIELD AVE., S SOUTH OF A KAM S SEWER MH & 12' NW OF A WATER GATE VALVE. VERTICAL: 1" = X' RECORD FROM:CITY OF ENCINITAS PT NO. 1028 91, 1 ELEVATION: 250.48 DATUM: NAVD88 VIEWER INSPEC EX.8" A. EX F H WATERMAIN GRTE ..... _ -*Aj UL .... . 214 NEW 1 112" WM ^ + - \5 & BACKFLOW, \' ~ EX. 20' OLIVENHAIN MUNICIPAL 1 ATEIFDTSTRICT EASEMENT § � � ' • ° `1 215 ..r.a APPROX.LOCAT OF ELECTRICAL LINE x. } t t PPROX. LOCATION F ELECTRICAL t I I Q co ro I C� k, � 3 n .4 t i I LEGEND: DING. No. SYMBOL N i7r1almuca7 EXISTING CONTOUR m 0 (1 U EXISTING ELEVATION - O o@ROFESS l��c EXISTING WM do BACKFLOW - F OF-] a X PREVENTER TO REMAIN No. 48592 NEW 6" PVC SEWER LINE SDR 35 � * J CIVIL NEW 4" SEWER LATERAL SDR 35 SQ-- vi rn M NEW 6" SEWER CLEAN OUT NEW APPROVED BACKWATER UPC 6� VALVE FOR NEW SEWER LINE SECTION 710 NEW 2" WATER SERVICE SDR 35 NEW 1 1/2" WATER METER OMWD B -1.5, O� do BACKFLOW PREVENTER C -2.1 NEW 4" FIRE LINE SDR 35 NEW 4" REDUCE PRESSURE OMWD C -3.3 DETECTOR CHECK ASSEMBLY NEW F.D.C. do P.I.V. - NEW THRUST BLOCK OMWD D -3 4 NEW BOLLARDS OMWD E -1.4 O TRENCH RESURFACING SDRSD SP -02 STA. 0 +05 W i W W i i W W R MAIN 8" WATER MAIN At. 0 +02.5 W �. 1� W 1'' ••r . i W W ♦LJ• W W W W i W W i W W W i W W W W W W W W CT TO EX. MAIN W W " EX. 8" WATER MAIN i i W i W W i i 1Z I WATER NOTES 1 EXISTING WATER MAIN PRESSURE OF PER OMWD ;, 276 ;••; I 2. INSTALL BOLLARDS PER O.M.W.D. E -1.4 W tY W \ice /) /W W ) W W W i I i EX. WATER METER W TO BE RELOCATED+ 1 W i W J i W W y W 0 +0 EX. &' -WATER MAIN NECT TO EX. t = WA, ER LATERAL . 3. FOR ADDITIONAL O.M.W.D. NOTES SEE SHEET 2 DETAIL C 718 X \ 1 " =5. I ( SEWER NOTES € 1. EXISTING 6" CLAY SEWER LATERAL TO BE PROTECTED IN PLACE 2. INSTALL AN APPROVED BACKWATER VALVE PER UPC SECTION 710 �I rl 36.0 36.0 L4 EXe "A.C. = µ C � 3. INSTALL 530 LF OF NEW 6" SEWER LINE 0 1% WATER MAIN" - 6.6 ° ". 4 INSTALL 4" SEWER LATERALS FROM EACH COMMERCIAL SPACE �i 5. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT ._. ° EX. 20' OLIVENHAIN MUNICIPAL ! I PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY WATER DISTRICT EASEMENT 1 + FOR THE CORRECTION OR ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. BUILDING B jl 6. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY I REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. `>•: � 7. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE t� SEWER MAIN UNLESS OTHERWISE SHOWN. -'T 8. ALL PROPOSED ON -SITE SEWER IS PRIVATELY OWNED AND MAINTAINED. € - Z ON -SITE SEWER IS NOT OWNED AND / OR MAINTAINED BY LWD. S.D. COUNTY FLOOD I p I ACCESS SERVICE ROAD , 9. PROPOSED UNDERGROUND GREASE INTERCEPTORS ARE ONLY APPROVED INST. NO.75- 289318 I - 3g FOR THEIR TENTATIVE LOCATION. FINAL UNDERGROUND GREASE INTERCEPTOR { ROAD EASEMENT i '> j LOCATION WILL REQUIRE APPROVAL FROM SAN DIEGO COUNTY DEPARTMENT INST. NO. 78- 076956 O.R. 9w' fU� OF ENVIRONMENTAL HEALTH. FINAL GREASE INTERCEPTOR SIZING WILL REQUIRE SEPARATE LWD REVIEW AND APPROVAL OF INTERIOR PLUMBING AND SIZING CALCULATIONS. M & :TbREMAw - ) LEUCADIA WASTEWATER DISTRICT �• 1 �_.. � K&S EN Planning . I W G RT 7801 Fission Center Court, SL - - -I (619) 296 -5565 ROAD EASEMENT I w -- �j I H µ OLIVENHAIN MUNICIPAL LU BOOK 1741 PAGE 403. o_ WATER DISTRICT g �' I H C�LL BEFO � YOU DIG O \ \ -800 -2 2600 .__I � (E) LWD I HOUR NOTICE �iG - 0 ERING, INC. W LL LO ring . Surveying z W E U � zO° San Diego, CA 92108 z n 619) 296 -5564 u ' 06 o w Y 00 F S M ELEV. REQ RED �• ��ATE »I NEW SHEET • DESIGNED BY: DRAWN BY: CHECKED BY: >- ILT KSS DIM KSS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SL;r ERVISION OF RECOMMENDED: APPROVED: ON -SITE WATER & SEWER PLAN FOR: DATE: 7/13/2010 1446 -1486 ENCINITAS BLVD. IS o R.C.E. NO.: 48592 MASIH MAHER GLENN PRUIM FESTIVAL ENCINITAS PARTNERS, LLC I- - APN 259 - 121 -14 -00 TOR ENGINEER A S. WEIS EXP.: 6/30/2018 DATE DATE PLANNING CASE NO: 15 -053 DR /MIN 3U I LT DRAWING NO. 12589 -G I SHEET 6 OF 6 m 0 U 0 O o@ROFESS l��c `�� PL S• S4 z F Q a X m No. 48592 ° m O1 EXP 6/30/76 � * J CIVIL r N P� Of CAl3 vi rn M - 0 ERING, INC. W LL LO ring . Surveying z W E U � zO° San Diego, CA 92108 z n 619) 296 -5564 u ' 06 o w Y 00 F S M ELEV. REQ RED �• ��ATE »I NEW SHEET • DESIGNED BY: DRAWN BY: CHECKED BY: >- ILT KSS DIM KSS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SL;r ERVISION OF RECOMMENDED: APPROVED: ON -SITE WATER & SEWER PLAN FOR: DATE: 7/13/2010 1446 -1486 ENCINITAS BLVD. IS o R.C.E. NO.: 48592 MASIH MAHER GLENN PRUIM FESTIVAL ENCINITAS PARTNERS, LLC I- - APN 259 - 121 -14 -00 TOR ENGINEER A S. WEIS EXP.: 6/30/2018 DATE DATE PLANNING CASE NO: 15 -053 DR /MIN 3U I LT DRAWING NO. 12589 -G I SHEET 6 OF 6