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2018-13761 G (Plans)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. 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 "FINAL REPORT, GEOLOGIC AND GEOTECHNICAL ENGINEERING EVALUATION" PREPARED BY KLEINFELDER DATED 4/13/2017 , PROJECT# 20174135.001A 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. 8. 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.13761-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. 13. THE CONTRACTOR 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 WHICH THE FILL IS 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 WITH SPECIFICATIONS. 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 LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED 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 ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS 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 SYSTEMS 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 IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. BUILT DESCRIPTION APPROVED DATE SN 1 11110120 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB HERRMAN AT (909) 728-8694, 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. S. 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 (40%). 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 BMPIIMP 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 THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: SEE SHEET 2 OWNER'S STATEMENT FOR SWPPP PROJECTS DEVELOPMENT OF THIS PROJECT SHALL COMPANY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 13325-G AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0001. NOI # 494529 SI a BRUCE RAINEY, VICE PRESIDENT SCRIPPS HEALTH BENCHMARK DESCRIPTION: ENC-48, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 67 /o DAT 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. OWNER A S SCRIPPS HEALTH B S S 10140 Campus Point Road, Suite 210, CPA255 C S San Diego, CA 92121 o 858-678-7080 T � SITE ADDRESS 00 E S 2 354 Santa Fe Drive Encinitas, CA, 92024 Z Z LEGAL DESCRIPTION (PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. I rn MEL RD 12205094-993-SD2 DATED MARCH 30, 2016) THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF J S ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, m K AND IS DESCRIBED AS FOLLOWS: SAN( PARCEL C: APN 258-241-32 AND 33 y ALL THAT PORTION OF LOTS 1, 2 AND 3 OF ENCINITAS HOSPITAL SUBDIVISION t� ACCORDING TO MAP THEREOF NO. 7709 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JULY 20, 1973; PARCELS 1 AND 2 OF PARCEL MAP NO. 3787 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 15, 1975; PARCELS 1, 2 AND 3 OF PARCEL MAP NO. 12961 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 21, 1983; PARCEL 1 OF PARCEL MAP 836 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 25, 1972; PORTIONS OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL IN SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ALL IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. OWNER'S CERTIFICATE REQUEZA ST 4I-5 0 o SITE A� }'L VICINITY MAP N.T.S. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE RIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: C INEY` SOILS ENGINEER'S CERTIFICATE I, PhLiL 50LfItS A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY A REPUTABLE REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA (KLEINFELDER, 4/13/2017) AND WAS REVIEWED AND ACCEPTED BY ME. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH THOSE 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 GRADIN LANS AND S CI (CATIONS. ES SIGNED:GSO Ty�y RCE NO.: EXP. DATE: (� /3 t awc 4- G 2k.;'(40 w JOB #: 180205.2 t t`pTECN�� COMPANY: TWINING, INC. STgrF F ADDRESS: 2883 EAST SPRING STREET, SUITE 300, LO A 90806 PHONE: 562-426-3355 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THNT 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 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 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 OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS_ OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY A EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. � - SIGNATURDATE. l� JEFFREY GAVAZZA BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SCRIPPS HEALTH IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON -JLL) Y Ill 3. 7-011& IMPERVIOUS AREA REPLACED: 117,620 SF WDID# 9 37C382747 AS DOC. #: ����0123 QRo�_ ss/oFIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W18-040 e No. C59894 ';0 * Exp. 12/31 /18 . * srgT. CIVIL ���P .31 - 1 lb 9/1 I? lmd-A;� C 7-30-1 OF CAUFQ SIGN DATE SIGN DATE SIGN DATE SIGN � DATE SIGN DATE 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)-633-2770 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 2_ CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA EARTHWORK QUANTITIES IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 117,620 SF CUT: 0 CY IMPERVIOUS AREA AFTER CONSTRUCTION: 131,060 SF FILL: 3,400 CY INCREASE IN IMPERVIOUS AREA: 13,440 SF OVEREX: NET (FILL): 3,400 CY S-BUILT APPROVALS DESIGNED BY: '- DRAWN BY: CHECKED BY: BK I FS BK 401 11/3/2020 INT. DATE PLANS P ZEPARED UNDER SUPERVISION OF DATE: o '� R.C.E. NO.: C59894 JEFFREY GAVAZZA EXP.: 12/31/18 PUBLIC WORKS NA --- JEFFRE GAVAZZA DATE Steve, Nowak I1/10/20 PLANNING TM 11/10 REVIEWER JQO 11/10 CHRISTOPHER L. MAGDOSKU DATE IINSPECTOR MT 11/10 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT REC MEND:S� APPROVED: / C/ GRADING PLAN FOR: JES OWENS CHRISTOPHER L. MAGIDOSKU CITY ENGINEER 9-19 -2019 ENCINITAS MEMORIAL NORTH PARKING SCRIPPS HEALTH DATE I DATE PLANNING CASE NO: 06-066 MUP APN: 258-24Z-o6 DRAWING NO. C0.01 1 13761-G SHEET 1 OF 12- �N 0 0 N � � N V V) N M aL 0 N 0 V) oUN � o vi 00 rn )Q-4 0 , N r\ O t SDWD WATER NOTES FOR IMPROVEMENT PLANS COUNTERSINK REBAR 1" TYP. (1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED SHEET INDEX. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' TOP OF PAVEMENT STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES is 0- GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. a (2) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. z THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: # 4 REBAR (760) 633-2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ANCHORING RODS SUBJECT TO REJECTION AND REMOVAL. 04 (3) THE CONTRACTB OR WILL E REQUIRED T O SCHEDULE A MANDATORY CIVIL DRAWINGS SHEET 1 CO.01 TITLE SHEET SHEET 2 CO.02 GENERAL NOTES AND PAVING DETAILS SHEET 3 C1.11 SITE LAYOUT PLAN SHEET 4 C1.21 SITE GRADING PLAN PRE -CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR CONCRETE PAVEMENT SHEET 5 C1.22 EROSION CONTROL PLAN PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633-2709. 48" SHEET 6 C1.31 SITE STORM DRAIN PLAN (4) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE 95% COMPACTED CRUSHED AGGREGATE SHEET 7 C1.32 SITE UTILITY PLAN OR MISCELLANEOUS BASE COURSE J BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, TOP OF J AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. PAVEMENT SHEET 8 C1.40 WATER IMPROVEMENT PLAN (5) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 95% RECOMPACTED SUBGRADE 4 a a SHEET 9 C5AQ CIVIL DETAILS TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. ° (6) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. NOTES: SHEET 10 C5.01 CIVIL DETAILS # 4 REBAR 6 z T (7) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR ANCHORING 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS SHEET 11 C5.02 CIVIL DETAILS EACH RESIDENTIAL LOT. RODS � FROM THE PROJECT GEOTECHNICAL REPORT. SHEET 12 L2.01 LANDSCAPE PLAN (FOR REFERENCE ONLY) (8) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA 2. REFER TO ARCHITECTURAL PLANS FOR CONCRETE COLOR, DIVISION OF SAFETY FOR ALL TRENCH WORK. PATTERN, TEXTURE, AND FINISH. SHEET 13 C5.03 GRADING DETAIL 1 (9) INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 3. SEE PLAN FOR LOCATION OF CONTROL JOINTS, 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. (10) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 4 VEHICULAR CONCRETE PAVEMENT N.T.S. (11) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 3.0' (12) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES 1.5' 1" BATTER TYP. ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF 6 4' LONG REINFORCED PRECAST WHEEL STOP N.T.S. ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN F.L. ELEV. 3) DIEGUITO WATER DISTRICT OFFICE. PER PLAN I 1/2" R TYP. (13) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE ° a ^� ,a CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. c - 14 FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. ( ) N� 0�00 O�aQ O�QO 0�00 0�00 0 BASE COURSE COMPACTED PER (15) APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE V I 4" SOLID I _ PROJECT GEOTECHNICAL REPORT z WHITE PAINT �/\ �� \/VA VA \ A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR/\� NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS n STRIPE OF THIS PROJECT. z 0 SUBGRADE COMPACTED PER (16) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE 3 1 7' CLEAR* I NOTES: PROJECT GEOTECHNICAL REPORT CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. o ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER N 1. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED. MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS v� UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER = 2. CONTROL JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT DISTRICT. 10' INTERVALS O.C. (17) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN I 2*AT ADA-ACCESSIBLE LOCATIONS, CROSS -SLOPE SHALL NOT EXCEED 2.0% APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND IN ANY DIRECTION. MODIFY VALLEY GUTTER AS NECESSARY. CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER_ *COMPACT SPACES SHALL HAVE WIDTH AS SHOWN (18) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 6' CLEAR DISTANCE. ON PLANS 3 CONCRETE VALLEY GUTTER N.T.S. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. (19) UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. (20) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY w EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT af ARE EFFECTED BY THEIR PROJECT. 0 < (21) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS SLOPE SHALL NOT EXCEED CONCRETE WHEEL STOP CONCRETE PAVEMENT R=1/2" g WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER 2% IN ANY DIRECTION. PER DETAIL 6, HEREON. ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. (22) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH � p / / HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN >' . O O O O O O BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. ° �Oo OoOo 0o Oo 0 00 0 00 0 00 0 00 0400 SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH z N DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN END PIPE LENGTHS WITH DEFELCTION g COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19-FOOT PIPE LENGTHS a 4" SOLID THICKENED EDGE TYP /VA/VA/VA/VA/VA/VA/VA/VA/VA/ WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND 0 BLUE PAINT _ A\A\ V�AAAAAA�1� (TYP) INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE STRIPE iv LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD o I I\//\\//\///\//\\/\\5 \\//\\//\\// 6" ASPHALT CONCRETE PAVEMENT AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII = 2' BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE cn95% COMPACTED CRUSHED AGGREGATE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. a 45 MISCELLANEOUS BASE COURSE COMPACTED OR MISCELLANEOUS BASE COURSE N _ PER PROJECT GEOTECHNICAL REPORT a, (23) CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS 3 95% RECOMPACTED SUBGRADE BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT z ^j SUBGRADE COMPACTED PER Ln JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL J I I PROJECT GEOTECHNICAL REPORT. MATERIALS TO BE NO -LEAD BRASS PARTS. j 16d (24) ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18, WITHIN THE NOTES: ACCESSIBLE PARKING STALL (25) WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT SYMBOL PER 1. ALL TREAD SURFACES SHALL BE SLIP -RESISTANT. WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL CALIFORNIA BUILDING PAINT THE WORDS HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR CODE SECTION 9' 5p* "NO PARKING" IN 2. REFER TO ARCHITECTURAL DRAWINGS FOR COLOR, PATTERN, TEXTURE, AND FINISH. BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. 12 HIGH LETTERS O QROFESS/p( MIN. 3 SEE PLAN FOR LOCATION OF CONTROL JOINTS 04 ASPHALT BASE RECOMPACTED A.C. PAVEMENT TYPE CONCRETE COURSE SUBGRADE (INCHES) (INCHES) (INCHES) VEHICULAR PARKING 3.5" 7" 12" HEAVY TRUCK TRAFFIC 4" 9.5" 12" v Ll Ln L v 0 u_ t 3 0 Ln O 0 n *VAN NOTE: ACCESSIBLE PARKING 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS No. C59894 m SHALL HAVE 8 AISLE WIDTH. FROM THE PROJECT GEOTECHNICAL REPORT. * Exp. 12/31/18 . dTqT£ VIL • OFICALIF� 5 ACCESSIBLE 90 PARKING STALL 2 CONCRETE WALK SECTION 1 ASPHALT PAVEMENT SECTION N.T.S. N.T.S. N.T.S. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DETAILS FOR: ENCINITAS MEMORIAL NORTH PARKING DRAWING NO. BK FS BK 1 AS -BUILT SN 11/10/20 DESCRIPTION: ENC-48, 2.5" BRASS DISC LOCATION: RECORD FROM: \ / 9U 11 2 2 INT. DATE PLANS PREPARED UNDER SUPERVI !qN OF DATE: ^I �� UO ��-- `-- RECOVIMENDE APPROVED: `�Z JESS OWENS CHRIST HER L. MAG SKU CO.OZ - PUBLIC WORKS NA ___ JEFFRE GAVAZZA DATE PLANNING TWI 11/10 ELEVATION: 173.343 (2007 ELEV) SteNPr�10WG[]y I1/10/20 R.C.E. NO.: C59894 � of by CITY ENGINEER SCRIPPS HEALTH 7 - REVIEWER �QO 11/10 DATUM: NAVD88 JEFFREY GAVAZZA EXP.: 12/31/18 $ DATE rDATE 17_l8,zo/8 PLANNING CASE NO: 06-066 MUP APN: 258-242-06 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR WIT 11/10 SHEET 2 OF 12 LEGEND LIMIT OF WORK — — PROPERTY LINE HAMMERHEAD EMERGENCY VEHICLE TURNAROUND — — — — — SAWCUT AND JOIN � y 0000000 0000000 0 0 0 o CONCRETE PAVING BIOFILTRATION AREA FIRE LANE (ASPHALT CONCRETE) LANDSCAPE TRUNCATED DOMES CONSTRUCTION NOTES: FIRE DEPARTMENT NOTES: G01 VEHICULAR CONCRETE PAVING PER DETAIL 4, SHEET 2. 1. ALL ROADWAYS FOR COMMERCIAL SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, G02 ASPHALT PAVING PER DETAIL 1, SHEET 2. IN ACCORDANCE WITH LOCAL FIRE CODES. G03 CONCRETE CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DETAIL G-02. 2. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THEr ' G04 CONCRETE SIDEWALK PER DETAIL 2, SHEET 2. SATISFACTION OF THE FIRE DEPARTMENT: SITE RETAINING WALL G05 ADA CURB RAMP PER SAN DIEGO REGIONAL STANDARD DRAWING G-27. A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY APPROPRIATE > �'� %%% / %'; PER 13325-G DEPARTMENT OR AGENCY; GO6 CONCRETE CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-01. r '' B. FIRE LANE OR ACCESS ROADS SHALL HAVE THE FOLLOWING AS A MINIMUM; THE G07 PAINT PARKING STRIPING PER DETAIL 5, SHEET 2. FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; OR, PROVIDE A LETTER FROM A i = % �r ii� i� i ' ' / : �X G08 VALLEY GUTTER PER DETAIL 3, SHEET 2. LICENSED CIVIL ENGINEER THAT STATES OTHER ROAD SURFACE WILL SUPPORT�� I WEIGHT OF FIRE APPARATUS (75,000 LBS) AND IS CONSIDERED AN ALLGb -WEATHER / ' %% / �� i/ J G09 TRUNCATED DOMES (YELLOW) PER SAN DIEGO REGIONAL STANDARD DRAWING G-30. SURFACE FOR TEMPORARY USE NOT TO EXCEED 60 DAYS AND /' <' '"/// G10 12 CONCRETE STRIP ADJACENT TO ALL PARKING STALLS. C. WATER SUPPLY FOR FIRE PROTECTION (FIRE HYDRANTS AND STANDPIPES) SHALL BE r, r� / ;. i / - r r ,i 0 INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLEQIOFILTRATIO !" rrir!0 G11 MODIFIED CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-12. WATER DISTRICT. �� /� �� / / ! p•'.' >` ' S 5AllAI G 1 2 12" CURB CUT. 3. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL �r ' // i �PCV , •,' 03 SF JSC401. G13 ROLLED CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-4A /,-. / / \ 50G14 NOT USEDFT G15 PV CANOPY COLUMN FOUNDATION BELOW GRADE PER DETAIL D9, SH! % l;J ' ' \ I i r. . �., . ` it \ ROOF MOUNT � II \ 600 PANELS \ I I i / \ .01 p (� + V ID NIS ... . . F 6I^ 1 / / < < G < < 9 (k05 t, oe 6ENERT g.A SITE RETAINING WALL <<< 47 i I I I < PER 13325-G - < . • _ _ •F lo, PV CANOPOVEl I I _ \ i ✓ i G06 NS R�w ,Z9.0 • - o � , 03 G02 ' G15 TYP i� o o I G08 • •r • 12 PV CANOPY `t P 04 L SITE RETAINING WALL' -'�% N G07 N N �� PER 13325-G ' �. - - OVERHANG ABOVE G03 ' G05 25 �• 75 Qui ---- --- ----�7.$_, 9677- - 27. .527--2 .5' �. G03 \ 'rt.' — _ �L111T ie'E�,1 — , 24. �` - - B�LTRATION-AREA o.v+ 12 PARKWG' ♦. ♦' 3 r 7-6 r-. - - G12 4 G12 03 G1 "' o G 2 i`>'^ , '` • ` ` ' ' -TYP • QVERkIANG' oo T TYP G 1 G07G10'TYP--------------- 7 TYP------------------------------------' ------ -------------------- 1 �, ,'• PARKING OVERHANG G06 QQ �� - / s{r' PV CANOPY • G02 h�9�/ / " II `•` -'• G06 N II G07 2 N OVERHANG ABOVE �,,�1yo g o • ` a o ui ui fo -- ------ --- ------------- ------------------------------- ----------- --- I TYP G10 --- N88'56'18W WY o 0 1a, G07 N G07 — I IVU1 UJ ZJ L C—) J .`.`.`.' 004 T STATION T7 u b 5 I I G07 TYP III ``O QKv �wVN.I V Z w 7 rn No. C59894 * Ill 12/31/18 . 0 15' 30' p CIVIL �Q S9TF "=30' OF CA1 �FO SCALE: 1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK I FS BK 1 AS -BUILT SN 11 10 20 DESCRIPTION: ENC-48, 2.5 BRASS DISC LOCATION: RECORD FROM: 11 /3/2020 INT. DATE PLANS PREPARED UNDER SUPERV§1ON OF � DATE: _ ( � (� RECOMMENDED: APPROVED: allIll� 't JESS O ENS CHRIST HER L. MAGP SKU slrE LAYOUT PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING C 1 11 PUBLIC WORKS NA --_ JEFF EY AVAZZA DATE PLANNING -TM 11/10 ELEVATION: 173.343 (2007 ELEV) Ste�v�No-wake 11/10/20 R.C.E. NO.: C59894 '�-r CITY ENGINEER SCRIPPS HEALTH �+ 13761-G REVIEWER JQo 11/10 DATUM: NAVD88 JEFFREY GAVAZZA EXP.: 12/31/18 %Y Ya 9�B -ZO/9 DATE DATE PLANNING CASE NO: 06-066 MUP APN: 258-24`_-06 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR MT 11/1D SHEET 3 OF 12 SST FLASHING OVER WATERPROOFING TERMINATION BAR FREE DRAINING MATERIAL PER S.S.P.W.C., SEC. 300-3.5.2 <yf SHEET WATERPROOFING BIT 3000 BY GRACE WITH DRAIN MAT HYDRODUCT COIL 600 FOOTING PER STRUCTURAL DRAWINGS COMMON WALL PER STRUCTURAL SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION, PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION i = OF THE FACILITIES PER THE APPROVED GRADING PLAN, THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ' J ETC. IN ORDER TO DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. ' SPECIAL INSPECTION REPORT PREPARED BY DATED ----- __ IS ON FILE WITH THE ENGINEERING DIVISION SITE RETAINING WALL I I LEGEND PER 13325-G LIMIT OF WORK - , i'i %�`' F° 40.81 TC 159.48 TG 1Fin- 31 P*s I PROPERTY LINE �,�' %w , ' %�' �' ' iijj/� r 158.65 FG / // 159.98 - - - - - - SAWCUT AND JOIN �� / TG TOP �OFILTRATIO 2:1 SLOPE �X� �\ 5 j / ✓ ; TOE159.98 TG -rbg.98 TG V.01 51E 4" DIA. PVC DRAIN PIPE / / -; SITE RETAINING WALL �' 159.81 FS .13 160.F3 J AT 2% MIN. SLOPE / -- = PER BUILDING / ' �� TG i PERMIT 17-2158. o 4 DIA. WEEP HOLE T , FS AT 10' O.C. '%' COMMON WALL FINISH GRADE PER PLAN NOTES: 1. FOUNDATION WALL DRAINAGE SHALL ADHERE TO THE LATEST BUILDING ADMINISTRATIVE CODES. 1 1 FOOTING DRAIN DETAIL WITH WEEPHOLE CONDITION e No. C59894 a * Exp. 12/31/18 . Kl' .. CIVIL CHANGE NO. AS -BUILT FOOTING DRAIN TYP.� SEE DETAIL 1 HEREON TG� NEB 159.98 PUBLIC DRAINAGE EASEMENT RECORDED MARCH 6, 2018 pc= T� 159.92 / AS DOCUMENT NO. 2018-0088281 160.13 FS FS 159.41 FS 159:FG 159.98 0" CF r� % % �;�% ''�� ,- / 159.32 FS SITE RETAINING WALL 1'60.05 60 FG 15 FG �'-//9157.( _ 160.13 FS ° ( y: PER 13325-G G 50 0.13 �Q0 159.43 TC .dam r r FS O`,F'p GJO g01 s 159.10 FL PAS R�W`� / \ 0.00 G 16 . - Q'G$pp l`�P�I�gB\ 15 .7 TC o °I° 151.10 BW GPLZR , ;>� � i i / i i F 1� 60 �y 11NP 9. G 59.38 152.94 BW 157.50 FG FS 160.13 FS m , 161.68 FS 159.94 TC sue, 157 (�--160.00 FG I 1150. 159.64 TC i 161.68 TC 159.61 FS FG 157.33 7G 160.13 FS Q p 5 159.14 FL I s' y ♦ -► -► 156.50 FG 50. 7 TC 159 C 159.3 T 162.11 TC } 157.50 159. 7 FL 7 FS INV < 163.10 TC 161.78 FL ss. FG ��� 158.99 L 15 .05 FL 162.77 FL 161.61 TG o 1.55.59 BW l5i�l TIC 160.78 FG $ 159.L I 160.13 FS o 5 �cS\ 3• 160.13 TC-4 F in O s 160 53 160.30 159.96 FS -SERVICE o °a ° 159.35 i 163.99 TC 7 I YARD---- C oo °o FS BIOFILTRATION - 163 fib FL 03 F URB o 159.8o BIOFILTRATION 5% 1 FS -- II 1 ''.63 T �i 1 1 .13- L II rG I I I 60. 6 II JOIN 1611.05 T 15 1.55 F _ it i II I I j I 1160.36 FS 1 II JOIN I �I l I II 11591.871 TC 1519L 54 f 4 III I I 1 0.36 FS it 19 Fa ;- .19 F I� 9.35 11 1.9 T 1 �}5 L 1?L �(160.48 •� OPENING o FF=160.15 159.38 TC o / AREA 4-2 J j N.T.S. - k 164.59 -TC 163.49 TG ° o AREA 4-1 1 15 10 TC 25 C °oo °'° ° � I 1 161.54 j I 165.77 TC 164.26 FL 162.662. T FG /56.5 1 15 60 FL 158.75 °a' 159.1 C 159.7 TC 18.$8 TG / ' I ) SDM 1 165.44 FL g 162.17 T� 16Q 50 °°0 6°I° 15 4 FL 15 40 153.05 FG 166.42 TC G 1 1.9 F sriT. s 166.09 FL 165.27 TG �' P �6, 161.67 FS - 159. TC \ 164.44 FG �- �F\L� ILL Ll_ 163.11 160.00 FS I 3 57.5_ O�FG ) 0" CF 1 35 FS 159 73 rC I I I j 1.3 Tr, i` �\ d 6� \ \ i as nR TC \� - 00 F - ,I 158.60 FS / 159 40 FS I 16 27 S 166.20 FG X" "' \ 163.58 FS '6' _ - '" ��3 I ' I I 168:46 TG 167.53 TC �64. 3 164.31 �� - - - - TC ,- - -- -- --- 158.20 TC --158 158.08 TC 5% , 158.3 L V 1 V 1 i b8.78 ""� � - - - - - _ 5E..3� 58. S-IC 167.63 FG 168.17 TC-167.20 FL 3' 6s 3. FS 1 5 FL57.70 FL \ _=1 L 167.84 FL T 165.73 TC `� ° 60.97 TC 1 14 TC 157.74 FS 57.82 FL 158. FS 1 fr �' 1 9.20 FL 168.96TC 15. S 1 7 K --- 168.63 FL 67. 0 � 65.37 FS 165.23 FS 1 41 TC 1 47 FS � 159. FS 8 TC 160.86 TC 169.35 TC ° 1 6. 7 FL 1 2. F 159' ® LIC D INA E1 118EI�688181 N160.36 FS 3t6447 C 1 3.4 f 161. TC 60. 1 C 59. C 15 59. 5 C RE OR ED MAR F� 1 .1rFS 1�6. �6FS 159.00 169.02 FLFL �1 67. 5 T 16 .6 161 04 160.80 TC 60. 8 S 59. 2 S AS DO UM NT 15 1 159.30 FG �/'� ��"` 7.3 F� - -- BIOFELT N EA 2 --- 160.30 FS Q F A ---------- FG 1 8. T t 67.62 C � ILTR TION AREA 3 ------- .4 FL 1 FS 16 .12 TC .9 TC 7 C 16 . 6 TC 1 1 T 1 87 TC / 59.00BW 49 TC ° 69. 2 169.40 �6� r 168.10 TC 16 _79 FS 1 FL 64. L 16 .6 L 162. 161. FL 60.39 L 60. 8 1 0 1 9.8 F 169 qq 1 9.1 F 1 167.60 FS 1 6.2 65. 4 16 .48 163. 7 1 16 .42 59. 5 L I I 160.00 ,.170.23XfC 69. 7 T �69 168.44 TC 165.95 FL 165.11 FL 164.15 FL 163.14 FL 162.09 FL 1 1.4 TC ° 169.73 FS 14 FL IIIo 168.6 165.90 FS 164.95 FS 163.95 FS 162.92 FS 161.89 FS 60.95 FS N !� 161.64 TC 1 FL / 167.94 FS 162.21 TC 161.591 161.14 FS 170.85 TC -�� /�°169.89 TC 168.78 TC 168.29 FS 66.52 FS 4.69 FS 3.67 FS 2.64 FS / h ° C 1 71 FS 161.09 FS � 162.60 !] o.• 169.56 FS 168.45 FS � FL 170.35 F� p I -1� 6 70 FS 1 R 171 40 TC 169.7 67 56 C 170 83 C 7.3 TC 1 5.80 64. 3 T 1 4.19 TC 162. 1 2. TC 161.85 T 1 1.8 TC 61. 5 T 1 1.86 TC 161 86 C 1 1.86 TC 161. 9 T 1 1.9 TC 162.13 i TC 5 C 170.90 FS 169.4 F 16 S 1 0 FS 1 5.47 FS 4. 0 F 3.86 FS 1 2. 1 1 2.2 161. 2 F" 1 1.5 FS 61. 2 F 1 1.53 FS 161 53 S 1 1.53 FS 161. 6 F 1 1.59 FS �161.80 FS � 171. 170.5 FS _167.70 TC - - 17 - - 169.76 FS 168.64 FS 167.37 FS - 165.78 FS 164.19 FS 162.61 FS 161.88 FS - 161.88 FS -161 89 FS 161.92 FS - - 162,23 TC 171.20 1�-1.00�S- 170.70 F 7fi.5O-TC- - - g70.25 T� 'r-" 3 TC - 167.92-T� - - - - - -63T TC - - - --1-4.75-TC - -163 T6 TC- - - - T6Z 21 TC - - �62.21 7� - - - - T6232- TC - - - - - 162 _�5_� - - - - - 171.00 FS 169.9 FS 168.80 FSI67.59 FS 166.01 FS 164.42 FS 162.83 FS } 61.88 FS 161.88 FS 1,61.89 FS 161.92 FS NF,a8 ° 56 ' 18 "}1J 25.00 r DEVONSHIRE DRIVE22, DESCRIPTION F__ I APPROVED DATE BENCHMARK SN 11110120 DESCRIPTION: ENC-48, 2.511 BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 NOTE: GRADING CONTOURS FROM MUP CASE NO. 06-066 SHEET C1.1 ARE SHOWN IN GRAYSCALE FOR REFERENCE ONLY. AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: CHECKED BY: BK I FS BK INT. DATE PLANS PREPARED UNDER SUPERVIS N OF L-�Al X(A"-Y� 11/3/2020 PUBLIC WORKS NA __- DATE: /v �� =FFRE GAVAZZA DATE PLANNING 7W1 11/10 / R.C.E. NO.: C59894 Steve,No-wak, 11/1O/20 REVIEWER JQO 11/1D HRISTOPHER L. MAGDOSKU DATE INSPECTOR Wl7 11/10 JEFF GAVAZZA EXP.: 12/31/18 I1 � 160.50 TC_ 160-00 FS I 160.46 FS I I / �160 501 = 61.3 FS FS O I 1 1:05 I 1 1'.66 481.58 TC i Dt•0 SEE GRADI 162.16 TC ETAIL ON 161.83 FS I 5.03 \ t .FS162.27 TC 6.914 FI I f 7 T e _ 10.94 FS - -- - 1'-I�FI+H 161.94 FS-- ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT REC MMEND ED: APPROVED- 6_ OWENS (/ CHRISTO HER L. MAGSKU GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING CITY ENGINEER SCRIPPS HEALTH DATE 9 //y DATE 9-Ya_ Zol21 PLANNING CASE NO: 06-066 MUP APN: 258-242-Q6 N �- N N in Ln N J N _O IO LlJ U- V L v 3 oil cc� Q N o ul Z _ 0 15' 30' SCALE: 1 "=30' DRAWING NO. C1.21 13761-G SHEET 4 OF 12 BMP NOTES: EROSION CONTROL NOTES: 1. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE GRADING PLAN WHICH THE FOLLOWING BMPS AS OUTLINED IN BUT NOT LIMITED TO, THE BEST MANAGEMENT INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS AND WHEN THE PRACTICE HANDBOOK, CALIFORNIA STORMWATER QUALITY TASK FORCE, SACRAMENTO, E1 INLET PROTECTION PER CASQA BMP HANDBOOK SE10. INSPECTOR SO DIRECTS AS THE WORK PROGRESSES TO MEET "AS GRADED" CALIFORNIA JULY 2012 MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT CONDITIONS. (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS): E2 SANDBAGS PER CASQA BMP HANDBOOK SE8. `; %i '' r. �- •-' E3 CONSTRUCTION ENTRANCE CASQA BMP HANDBOOK TC1. 2. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON EROSION CONTROL WIND EROSION CONTROL�n' -' - STARTING OPERATIONS AND PERIODICALLY THEREAFTER AS DIRECTED BY THE INSPECTOR EC1-SCHEDULING WE1-WIND EROSION CONTROL EC2-PRESERVATION OF EXISTING VEGETATION 3. WHEN THE INSPECTOR SO DIRECTS, A 12-INCH BERM SHALL BE MAINTAINED ALONG EC3-HYDRAULIC MULCH NON-STORMWATER MANAGEMENT THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. EC4-HYDROSEEDING LEGEND r r: !• , ! / EC5-SOIL BINDERS NS1-WATER CONSERVATION PRACTICES � i ��'� %`� /�� ; .- ���'�' SITE RETAINING WALL '(^�9 4. STORM AND SEWER DRAIN TRENCHES THAT ARE CUT THROUGH BASIN DIKES OR BASIN EC6-STRAW MULCH NS2-DEWATERING OPERATIONS LIMIT LINE PER 13325-G ' v �° 1 INLET DIKES SHALL BE PLUGGED WITH SANDBAGS. EC7-GEOTEXTILES AND MATS NS3-PAVING AND GRINDING OPERATIONS EC8-WOOD MULCHING NS4-TEMPORARY STREAM CROSSING — — PROPERTY LINE, 5. EXCEPT WHEN THE INSPECTOR DIRECTS OTHERWISE, ALL DEVICES SHOWN SHALL BE IN EC9-EARTH DIKES AND DRAINAGE SWALES NS5-CLEAR WATER DIVERSION PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IS FORECAST, AND SHALL BE EC10-VELOCITY DISSIPATION DEVICES NS6-ILLICIT CONNECTION/DISCHARGE SAND BAGS MAINTAINED DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). EC11-SLOPE DRAINS NS7-POTABLE WATER/IRRIGATION DIRECTION W EC12-STREAM BANK STABILIZATION NS8-VEHICLE AND EQUIPMENT CLEANING EC ION OF FLOW 6. SANDBAGS SHALL BE STOCKPILED ON SITE, READY TO BE PLACED IN POSITION WHEN EC13-RESERVED //�i� NS9-VEHICLE AND EQUIPMENT FUELING RAIN IS FORECAST, OR WHEN THE INSPECTOR SO DIRECTS, EC14-COMPOST BLANKET NS10-VEHICLE AND EQUIPMENT MAINTENANCE TRATIO EC15-SOIL PREPARATION/ROUGHENING NS11-PILE DRIVING OPERATIONS i' / - - ' r�r rr '/ ! ��REA 5 Ell 7. A STANDBY EMERGENCY CREW SHALL BE ALERTED BY THE PERMITTEE OR THE EC16-NON-VEGETATIVE STABILIZATION NS12-CONCRETE CURING CONTRACTOR TO PERFORM EMERGENCY WORK DURING RAINSTORMS. THE PARTY TO BE NS13-CONCRETE FINISHING E1 h CONTACTED IS: TEMPORARY SEDIMENT CONTROL NS14-MATERIAL OVER WATER NAME: (TO BE FILLED IN BY CONTRACTOR) NS15-DEMOLITION ADJACENT TO WATER PHONE NUMBER: SE1-SILT FENCE NS16-TEMPORARY BATCH PLANTS 1 I DUST CONTROL NOTES: EROSION CONTROL NOTES: SE2-SEDIMENT BASIN SE3-SEDIMENT TRAP WASTE MANAGEMENT &MATERIALS SE4-CHECK DAM , POLLUTION CONTROL�- SE5-FIBER ROLLS ',. %:' SITE RETAINING WALL SE6-GRAVEL BAG BERM WM1-MATERIAL DELIVERY AND STORAGE PER BUILDING 1. DUST SHALL BE CONTROLLED BY WATERING AND/OR APPLYING A DUST PALLIATIVE. THE ' DUST PALLIATIVE SHALL BE APPLIED IN THE AMOUNT AT THE LOCATIONS AS DIRECTED SE7-STREET SWEEPING AND VACUUMING WM2-MATERIAL USE r PERMIT 17-2158. BY THE ENGINEER. SE8-SANDBAG BARRIER WM3-STOCKPILE MANAGEMENT SE9-STRAW BALE BARRIER WM4-SPILL PREVENTION AND CONTROL SE10-STORM DRAIN INLET PROTECTION 2. WATER FOR DUST CONTROL SHALL BE APPLIED BY MEANS OF PRESSURE TYPE WM5-SOLID WASTE MANAGEMENT E1 I II DISTRIBUTORS OR PIPE LINES EQUIPPED WITH A SPRAY SYSTEM OR HOSES WITH SE11-ACTIVE TREATMENT SYSTEMS WM6-HAZARDOUS WASTE MANAGEMENT �' / -r : ,,, ii I II SE12-MANUFACTURED LINEAR SEDIMENT CONTROLS WM7-CONTAMINATED SOIL MANAGEMENT / , / / // �/' /'PUBLIC 1*41NAGE EASEMENT / I NOZZLES THAT WILL INSURE A UNIFORM APPLICATION OF WATER. , j�� p IMARCH 6 2018 "f SE13-COMPOST SOCKS AND BERMS WM8-CONCRETE WASTE MANAGEMENT i �/ �-/ % E1 3. UNLESS WATER IS APPLIED BY MEANS OF PIPE LINES AT LEAST ONE MOBILE UNIT SE14-BIOFILTER BAGS WM9-SANITARY/SEPTIC WASTE MANAGEMENT CC1kIE14iT N0. 2018-0088281 , WITH A MINIMUM CAPACITY OF 100 GALLONS SHALL BE AVAILABLE FOR APPLYING WM10-LIQUID WASTE MANAGEMENT '' WATER. EQUIPMENT TRACKING CONTROL° E1 TC1-STABILIZED CONSTRUCTION ENTRANCE EXIT 4. ALL SOIL MATERIALS OR DEBRIS TRUCKED FROM THE SITE SHALL BE COVERED AND / SPRINKLED PRIOR TO ENTERING PUBLIC STREETS. TC2-STABILIZED CONSTRUCTION ROADWAY SITE RETAINING WALL TC3-ENTRANCE/OUTLET TIRE WASH PER 13325-G E21 5. PROVIDE FOR WET SUPPRESSION OR CHEMICAL STABILIZING OF EXPOSED SOILS. 6. PROVIDE FOR RAPID CLEAN-UP OF SEDIMENTS DEPOSITED ON THE PAVED ROADS. / -� 'r = _ -- II I i ' r i Ell I! I 7. LIMIT THE AMOUNT OF AREAS DISTURBED BY CLEARING &EARTH MOVING OPERATIONS BY SCHEDULING THESE ACTIVITIES IN PHASES. 11 IN10♦-01♦ E I E v 1% SERVICE / E2 o _ °° �° YARD �' Ip BREAL ANON FF-160.15 R4AT2 N� / / BIOFILT r _ El SDM E1 - E2 E2 Ell / 159 C DRAINAG EASEMENT // RECORDED MARCH 6, 2018 , GI -AS-DOCUMENT 0. 2018—0088281---- �r .-------- 1� ,< � N - <i �� ----- ------ =a.---- - _14EaL�&Au9a-Af�E� - --------- �•� \ - E1 E1 E1 E1 E1 t60 E1 E1 E1 I'i i i E1 i L _ _ germ NW56' 18"j! N rlj -'69 I --- \ II J \ hl it \ II II \ NI L_ t� o ! n n � J �_J m o i DEVONSHIRE DRIVE o ti� IVU , CHANGE NO. DESCRIPTION APPROVED DATE 1 AS -BUILT SN 11/10/20 �J �J BENCHMARK r.l r U d � � 1 I j / BUILT APPROVALS � INT. DATE DESCRIPTION: ENC-48, 2.5" BRASS DISC LOCATION: RECORD FROM: r 11/3/2020 PUBLIC WORKS N � JEFFRE GAVAZZA DATE PLANNING -FWI 11/10 ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 Steve/Nowak 11/10/20 REVIEWER JQO 11/10 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR WIT 11/10 r 5 n I n 2 00 4:7 5 +ur; 5�U s .I +; a+� cn ti I. n f J c W CD d I � Z _ 0 15' 30' SCALE: 1 "=30' "r-„"'"rz" o'. """""" 6> : `'"t`'"t" r37: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK FS BK PLANS PREPARED UNDER SUPERVISIPN�OF f REC MMENDED: APPJR OVED: C1.22 DATE: U JESS OWENS CHRISTO HER L. MAGD SKU EROSION CONTROL ENCINITAS MEMORIAL NORTH PARKING R.C.E. NO.: C59894 CITY ENGINEER PLAN FOR: SCRIPPS HEALTH 13761-G JEFFREY GAVAZZA EXP.: 12/31/18 9 �y 5L18'2619 DATE DATE PLANNING CASE NO: 06-066 MUP APN: 258-242-O& SHEET 5 OF 12 I O o � (si N Y LD ko N r\ y � N 0 U)dii L Ql 8 30 U N � Q y � 00 c n O N O I�0O �1 LENGTH PER PLAN LENGTH PER PLAN PRECAST CONCRETE CATCH BASIN WITH CAST -IN FRAME PER PRETREATMENT _ - CONSTRUCTION NOTE / - - MULCH %` - - = SD10, HEREON. 4: '/ ' / = / ' n •,\\ - Imo: ENGINEERED SOIL - o°o°000°o°o°o°a°o°o°o°o°o°°°o°o°°°000°o a o- o a ao°o°o°°°o°o°o°o°o°o - ° °o°o°o°e°a° \\ \ / //14 =1� $1 11 11 _ /\/\/\/ IMPERMEABLEi 12 \\\ \\ \\ \\ \ - - - MEMBRANE " CRUSHED ROCK< \ / / / \ /i// / -'// // r /ice ' // /= 4x24 i\\ii`. \\ \\ \\ \\ \� \\ \\ \\ \\ \\ �\ \� \ \\ \ \� r Y ; -; ' D1 L r / / , r /r / 4 0 PVC PERFORATED PIPE ORIFICE PLATE �� /\/\/\\�\�//�//j///\// /\//\//\//\//\//\//\// //\//\`// \\/\\/ % �i ' i i� %, /- 159.48 TG (PERFORATIONS DOWN) PER DETAIL 7, SHEET 9. �\\�\\�\/�\\f/\/\/\\ /\\/\\/\\ " T/R PIPE _�-r/'=�f155.48 INV, PLAN �� ' '�/%'/� ; / 4" 0 PVC PERFORATED PIPE PER DETAIORIFI E ET 9E ( f j j j j i / j�%l // %iJ SD / (PERFORATIONS DOWN) , / / // i . / / . / r / �`,�i/ OFILTRATIOIlk /' " / c / / rr/ // / /� :, •� SEA 5 VIIIA n SD8 \ I I II DETAIL A I I 12 � I SD5 d SD2 SD8 159. I III _ r SD9 _ ' D J I I Ole 000 DIAID SD8 STORM DRAIN MH PER 13325-G. >. 149.60 INV-IN SD8 ( II { 149.50 INV-OUT II Y' S ROR 3 DRAIN JC r r - P 325°o o I D-29 CAST -IN -PLACE .r y f - STORM DRAIN CATCH BASIN PER 13325-G PLUM J �i TED RC I'I IJ 13325- I' II SD4 / FF �� 95� 9X9 SD3 __ �. FF Q'�y 159.36 IN , I / - / / -,- SD4 I I II 161.61 TG D1 '> SD9 159.17 V I I1 I I 157.61 INV _ TRASH SD2 15 .Ov SD �= l �.Yac ii A �� ENCLOS RE 4x2 D 163.49 TG D1 DRAINS TO SEW 1 8.8 TG i I I t / �I J / 159.49 INV �� BIOFILTRATION SERVICE YARD ( ° °° °° ° 154. 8 / IOFILTRATION I I j / FF=160.15 °° °° °° / REA 4-2 AREA 4-1 �' 161.54 165.27 TG D1 F11 SDM 161.27 INV 2 �- �� 6 SD5 I SD6 157.18 {\ SD4 o n S 5 I I I 24X24 sHr. s .� g\0�\L ".0 o INV \ �_ _ I 2i- % / 167A3 TG D1 6 12 SD5 C ECT TO (E LEANOUT 1 DMH PER Is SD5 6" TYP I 1I 163.03 INV-'' 156.50) INV 58. 0 INV / _ - - » - .-. - j / g� I I OPENI C� I 12" SD5 2.4% SD5 3.9� SD7 �I / 1fi8.46XTG D1 �, i� 6" //25 INV J n SD5 10% SD5 0 SD / 158.00 INV I SOS I 11.3% I I 12X12 D3 12X12 SD3 12X12 S 3 I 24X24 D1 I ®! { \ 164.46 INV �/ ` 247. 10 0 6•• 59.158�VG 159 68 'TG 1 9.6 T 159 68 0 M -------5 PE FO�TPE.� s s 156. 5 1 56. 5 1 V 1 6.8 IN 55. 8 1 V ER 13- - PIE 5 7 _ _ _ -------------- - ------------------ ----------- - ---- --------- , t - _ _- __ / SD---------BI9Ei -- � / ' 1 8 / INV --- ------ -- -- --- -EREo----------------- ---- - --_ - ---_------------- U I h 2 X2 - - 15 - 5. 3 T i NV SD IPE RTY D s - �- SHf 9 a „miss- 164.5fi 1.7%INV-6. 3.7% SD5 164.47XTG D1 163.46XTG D1 162.41XTG D1 161.37XTG D1 _ l / 1.4 IN �/� I 1 PUBLIC DRAINAGE EASEMENT I - 164.31 IN-12" SD6 160.47 INV 159.46 INV 158.41 INV 157.37 INV RECORDED MARCH 6, 2018 F AS DOCUMENT NO. 2018-0088281 I 1i I I I II .� ' ''1 i n Ff -' 4000 --- = C-- -- ----- - -- - - - - - - - - - ^.-- I l -- N 418 r5, ', DEVONSHIRE DRIVE\,s 2500 w I ........... UCT _ 4 _ -77777.1 K . r C QROFESS/O I k4 Lo �� • y Z _ of No. C59894 m * Exp. 12/31/18 0 15 30 CIVIL qTf OF CAL1f0�� SCALE: 1 "=30' DESIGNED CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BY: DRAWN BY: I CHECKED BY: BK FS BK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT SN 11/10/20 DESCRIPTION: ENC-48, 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED- APPROVED: C1 31 11/3/2020 PUBLIC WORKS NA --_ /�_-- DATE: _7/ �o � LOCATION: JEFFREY AVAZZA DATE SITE STORM DRAIN ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: PLANNING TM 11/10 JESS OWENS CHRIST HER L. MAG SKU 13761 G R.C.E. NO.: C59894 PLAN FOR: SCRIPPS HEALTH ELEVATION: 173.343 (2007 ELEV) CITY ENGINEER DATUM: NAVD88 Stewel NOwa k. 11/10/20 REVIEWER JQO 11/1D 11��/ leg 9-1� -Z0I& CHRISTOPHER L. MAGDOSKU DATE INSPECTOR WIT 11I10 JEFFREYGAVAZZA EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 06-066 MUP APN: 258-242-a6 SHEET 6 OF 12 UTILITY CONSTRUCTION NOTES: STORM DRAIN SD1 HDPE STORM DRAIN PIPE. SIZE AND SLOPE PER PLAN. SD2 POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWING PLANS FOR CONTINUATION. SD3 OVERFLOW CATCH BASIN. BROOKS PRODUCT OR APPROVED EQUAL. NO CONNECTION FROM PERFORATED PIPE SHALL BE ALLOWED. SIZE PER PLAN. SD4 HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING D-34. PROVIDE RIP RAP ENERGY DISSIPATER PER D-40. SD5 SDR-26 PVC STORM DRAIN PIPE. SIZE AND SLOPE PER PLAN. PROVIDE BEDDING PER DETAIL 5, SHEET 9. SD6 CLEANOUT PER DETAIL 4, SHEET 9. SD7 CURB INLET PER SAN DIEGO REGIONAL STANDARD DRAWING D-02. SD8 AREA DRAIN PER DETAIL 6, SHEET 9. SD9 CURB OUTLET 3"X27" PER SAN DIEGO REGIONAL STANDARD DRAWING D-25 (MODIFIED). D1 PRECAST CATCH BASIN WITH CAST -IN FRAME WITH ORIFICE PLATE PER DETAIL 7, SHEET 9. JENSEN MODEL RS242448 OR APPROVED EQUAL. FRAME SHALL BE CAST DIRECTLY INTO BOX AND NO RISERS OR EXTENSIONS SHALL BE USED. IMPERMEABLE - MEMBRANE 3" I O 4 N N 3 tD N O DUN O 41(V-' 3CD N le n '4 O U N N3O �1 UTILITY CONSTRUCTION NOTES• \ 'A / 11 �/ 170 WITARY SEWER SS1 PVT 6" PVC, SDR-26 SANITARY SEWER PIPE. PROVIDE BEDDING PER DETAIL 5, SHEET 9. SS2 POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING 160 DRAWINGS FOR CONTINUATION. SS3 CLEANOUT PER DETAIL 4, SHEET 9. SS4 PVT SEWER LIFT STATION PER DETAILS ON SHEETS 10 AND 11. 150 SS5 PVT SEWER LIFT STATION CONTROL PANEL PER DETAIL 5 ON SHEET 10. OTHER UTILITIES U1 ELECTRIC VEHICLE CHARGING STATION, DUAL. SEE ELECTRICAL 140 170 -e l �j i I,�t/O�EFAILRATION 160 150 ` \� r / i 140 • DRAWINGS. U2 MECHANICAL LINES. SHOWN FOR REFERENCE ONLY. SEE MECHANICAL HORIZONTALAS ALE: 1 "=20' HORIZONTALBSCBALE: 1 "=20' ` DRAWINGS FOR DETAIL. VERTICAL SCALE: 1p'=109 VERTICAL SCALE: 1„ =10, / � G1 GAS SERVICE BY SAN DIEGO GAS &ELECTRIC. 00, G2 GAS METER AND CLEARANCES PER SAN DIEGO GAS & ELECTRIC STANDARD SG-1011. THE MAIN GAS SHUT-OFF TO THE BUILDING SHALL BE LABELED WITH THE BUSINESS ADDRESS. s SEE SHEET 8 FOR SDWD l ' WATER, FIRE WATER AND RCW IMPROVEMENTS - - �� TRANSFORMER PAD PER SDG&E C ° STD. DWG. 3427�� PAD CLEARANCE Q (�G Q PER SDG&E �® 1 STD. DWG. 3483 TRASH I FFG �6 h1 ENCLOSURE i I 4„ `` �y9• o r 0 J �7UT'D RCW 13325-G CONDUITS DRAIN) 00 I I U2 Q`Q U1 - TO SEWER T I I Q 151.65 V SS3 SS2 F- �/� U1 i e6NBrTg (4) � 9� • s I I •, " N ( ( CO DUITS A—Au1 c 7U,/ U2 6 SS2 w HW INV / I II 'A SERVICE YARD MIN. °° +(��)' 5.0 ° ~ ��BIOFILTRATION OFILTRATION _ H HW °°° °° ° T / AREA 4-2 r�AREA 4-1 FF-160.15 5.0 551 i • - U1 SS1 6 U CD 1 % ° ° `� J 150. ' AS� N SS1 6% 151. 7 SS3 INV IN SS3 Al SS1 611 S3 -1 i-E GAS — 170 170 160 160 150 150 140 140 U1 U1 F_ L- r 1� EX. 1 FIRE HYDRANT I F­ ,� ONNECT TO MANHOLE EAR ILDING 332 U L 290' SOUTH I L i k � r I _.lam'" i L SDWD WATER ESMT DOC NO. 2017-0063351 I i — I (E) 12" SDWD MAIN I I i 161.54 SDM ! I � i I CT1NYGDITENT I TO BE DETERMINE 1 1 1 1 JV :MA Jco LIYIL YI C LAYO V 6"TO D RUN I — — — I SESH ET8 _ —=AIL ------ — --- = = =--=----------E9FlLIBr9T14��9RFA—= =—_ =— ll Iml 161.46 RIM 149.22 /B—B 144.72 SS4 INV-IN SHT. 7 BOTTOM OF BASIN \ j I W 4 4" I j I V50 T CONDUITS / SS5 ss ► I Lu � k — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - CONNECTION OF PRIVATE SEWER TO PUBLIC SEWER SYSTEM -- -- — (E) PUBLIC SEWER STUBOUT (159.80) INV VIF P Q(LOFESS/p� � B. . DEVONSHIRE DRIVE z APPROXIMATE LOCATION OF \rn ` t No. C59894 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- (EZPUBLIC SEWER LATERAL — -- — * Exp. 12/31/18 .*-ss-----ss-----ss-----ss-----ss----ss-----ss-----ss-----ss-----ss-----s�--_--� -- --s ----ass-----ss-----ss-----ss-----ss--- ss---- ss-----ss-----ss-- ss— ss-----ss-- ss— ss-- —`se- 0 1 20' Jn\ �� n � 0 Ind _ c � 1 L o � � -__ ;1—, - - - sTgTf OFCA1\E�\P ! V U I lJ lj-- z J o �\-- - SCALE: 1 =20 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK FS BK 1 AS -BUILT SN 11/10/20 TNT. DATE PLANS P ED UNDER SUPERVISION OF DESCRIPTION: ENC-48, 2.5" BRASS DISC �° /11 3/2020 N REC MENDED: APPROVED. C1 32 LOCATION: PUBLIC WORKS NA ___ DATE: (IS �� RECORD FROM: JEF REY AVAZZA DATE PLANNING TWA 11/10 JESSq O ENS CHRISTCFPHER L. MAG OSKU SITE UTILITY PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING ELEVATION: 173.343 (2007 ELEV) % R.C.E. NO.: C59894 %j %% CITY ENGINEER 13761-G StewerNo-wak� 11/10/ZO REVIEWER JQO 11/1O '` "� JEFFREY GAVAZZA � !%Y/%B �%Q.Zp�g SCRIPPS HEALTH DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE EXP.: 12/31/18 INSPECTOR WIT 11/10 BATE DATE PLANNING CASE NO: 06-066 MUP APN: 258-242-06 SHEET 7 OF 12 SS SS SS SS SS SS SS SS E E _ € E E�E E-- 1_ ,�, GAS ���- ,,1�,,1 GAS 1A�_��/ GAS _ 'Y v V1/ Y11­ Wl YY� Y _ S �j� T�1 T� 5 T T— _EE _ �E E- GAS ,,1�_ =_ Y� Y11­ Yf4- O O IT N N a� u, to 41 N N n i + 1 N O NAIL ai ,-I � U o cn cn Q O N N �0 168 164 D a&-". 152 1 148 EXISTING SURFACE FINISH SURFACE f-- - (4) 4" TELECOM -------- ------------ - - 6" --- - - - - - - - - N,- 6" MIN W/ SAND HYDRANT in `�' CUSHION LATERAL N END CAP 154.69 INV. (N) 6" SD o (N) 6" SD J o 156.22 INV. 8 8 153.79 INV zzo 153.82 INV zzo (E) 4" RCW TO BE (N) 6 SD < _ N T a can - VERIFIED IN FIELD 153.56 INV �j �� �In ADJUST AS NECESSARY TO PROVIDE 12" VERTICAL SEPARATION (N) 6" SS 149.70 INV 2" MAR PER WAS WA-07 22.5' ANGLE POINT W/ 3-SF THRUST BLOCK EX. 12" SDWD MAIN 157.04 INV. 8" 8" RWGV 22.5' ANGLE POINT W/ 3-S THRUST BLOCK 168 THRUST BLOCK BEARING AREAS - S.F. 164 160 156 d / I i *INCLUDES TEES, PLUGS, CAPS, / WD WATER EASEMENT P HYDRANTS &VALVES. d y DOC 1. THRUST BLOCK DESIGN IS BASED ON A / RECORDED WATER PRESSURE OF 150 P.S.I., AND A MINIMUM ALLOWABLE SOIL BEARING VALUE OF 2000 P.S.F. THE / CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING SOIL BEARING VALUES Q �` MAIN SIZE * TEE BEND 99 45' 22.5' 11.25' 4" 4 4 4 3 2 6" 4 4 4 3 2 8" 5 7 4 3 2 10" 9 12 6 4 3 12" 12 16 9 6 3 AND THE POSITION AND SIZE OF .� ✓\\.\� F2 152 BEARING AREAS, BASED UPON N.F.P.A. / / Q ���`�`�' W2 24 AND SLURRY OVER W3 DOMESTIC WATER MAIN AND INSTALL 6"-THICK STRIP 1 / CONCRETE GRADE RW2 144 144 9+80 10+00 10+20 10+40 10+60 10+80 11 +00 11 +20 11 +40 11 +60 11 +80 12+00 12+20 12+40 12+60 12+80 8 INCH PVC WATER MAIN "�� HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=4' C UTILITY CONSTRUCTION NOTES: DOMESTIC WATER 1 Wl INSTALL TWO (2) 2" WATER SERVICES PER W.A.S. WAS-02. W2 POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. 0 yam. ® ~ y �► ♦ ♦ I I `� W3 NSTALL TWO (2) 2 REDUCED PRESSURE BACKFLOW PREVENTION EVICES PER SERVICES PER W.A.S. WAS-02. �� I I w I` I I � RECLAIMED WATER RW1 PURPLE SCH-40 PVC RECLAIMED WATER PIPE. I I SW HW RW2 POINT OF CONNECTION. SEE IRRIGATION DRAWINGS FOR CONTINUATION. BIOFILTRATON FF-160.15 HV� AREA 4-1 - w � FIRE WATER U ti �i M1 o0 °oo O O 0 0 Q�oe 0��1 1 � UTED RCW ,\b� �y ` Q`J PER 13325-G FF �6° 9y1 ``� � o TAT T �6tdBtHTS o ° BIOALTRATION HW T % AREA 4-2 0 T 4 EX. I FIRE HYDRANT II i I N' DEE GROUND TEST - I' I PRESSURE TEST OF 00 PSI SHALL BE I MAINTAINED FOR A I' ( PERIOD OF TWO (2) / HOURS. THE LINE SHALL THEN BE FLUSHED. BOTH THE TEST AND THE FLUSH SHALL BE WITNESSED BY A I REPRESENTATIVE FROM THE FIRE PREVENTION BUREAU. 1 6, F1 STA. 00+53.30 W1 (2) 2" SERVICE' I STA. 00+57.30 rm ;DWD WATER ESMT )OC NO. 2017-0063351 (E) 12" SDWD MAIN 161.54 F1 INSTALL 6" FIRE LINE PER W.A.S. WF-05. °o o° ° ~ ��� ( I, SDM SDM j I F2 POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING w °°O �f DRAWINGS FOR CONTINUATION. F3 BACKFLOW PREVENTION DEVICE WITH FDC PER W.A.S. WF-05. , J F4 cp \�--- GAS' — cn I STA 02+60. 6 SS 150.94 I n F4 INSTALL COMMERCIAL FIRE HYDRANT PER W.A.S. WF-01, WF-04. — -I " � I (156.87) INV-12 FLANGE ELEVATION 159.33. CLOW VALVE COMPANY MODEL 2065 OR _ INV 6 (156.8 INV V- � EQUIVALENT. INSTALL TWO "BLUE DOT' REFLECTIVE FIRE \ SS S SS SS �SS SS SS SS SS SS SS -� —J-t- T TOSS T T I - HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. I I _ - _ F5 FIRE DEPARTMENT CONNECTION. INSTALL TWO "GREEN DOT" " T REFLECTIVE FIRE DEPARTMENT CONNECTION MARKER 4" TO 6" FROM E E E E € E E E € E CENTER LINE ON FDC SIDE. I I ( I L — GASO 00 GAS 0 5 _ GAS �0 — — GAS— GAS �--2 -� G S 1 \ FIRE DEPARTMENT NOTES ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S): 36 TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF CONNECTION. WHEN AN FDC IS ATTACHED TO BACKFLOW/DDC, THE FDC MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE BUSHES, TREES AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5 FEET OF AN FDC OR BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS ACCEPTABLE. vv �� v B. QL Sti h`(/� r No. C59894 * Exp. 12/31/18 , * CIVIL --0-4 I CHANGE NO. AS -BUILT DESCRIPTION + vk W 1 + W— W— W� W-i— W— W— 1W 1t W vv— + + \�\ IN ALL END CAP INST L 8" PVC ATER MAIN I z_ � ` I 1\\ A FAN IJSI 1 CLA- 30 DR- 4 ( — HOT TAP 8" FL RWGV PE W.A. WT 01, -02 PER W.A.S. WP- 1, W -02 - , 1►VlTH 5- F THR ST L C 0 - - - _--------= L8F1�T$A$4(�REL----------- --- - -=---- =---------- - _ � - - - - - - I 2" MA u� ------------------ cn 49.70 RIP R ------ ------ — — — — — — — — — — � was wA— 7Q INV m SD D WATER EME T PE 6" SS DO Orel - 0 t8 I I l REC RDEC 9 I I U) m = SS I I I W ------- -_- - -- - ----- I I— , ? \ Y5 DEVONSHIRE DRIVE `l\y z �� -ss-----ss----ss- ss-----ss-----ss-----ss-----ss-- --ss-- ss ss-----ss- ss-----sS-----ss-----ss- ss---- ss- --ss- =--ss --ss- -ss ss-- --si_o 20' s ----ss SCALE: 1 " 20' - APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK FS B SN 11110120 � INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDED: APPROVED: C DESCRIPTION: ENC 48, 2.5" BRASS DISC Xfz�11 /3/2020 PUBLIC WORKS N f} _� DATE: r C '40 LOCATION: JEFFREY GAVAZZA DATE SDWD IMPROVEMENT ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: PLANNING TM 11/10 � JESSE W NS CHRIST HER L. MA OSKU ELEVATION: 173.343 (2007 ELEV) - / R.C.E. NO.: C59894 CITY ENGINEER PLAN FOR: 13761 -G Ste�ve�No-wake 11/10/2o REVIEWER JQo 11/10 � SCRIPPS HEALTH DATUM: NAVD88 JEFFR GAVAZZA - � l8 9-It-2618 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR M-r 11/10 EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 06-066 MUP APN: 258-242.-'C�b SHEET 8 OF 12 O Q N ON � N 41 a_+ � N � N n '~ N O � 0 u- N 0, 3 � O N � O vi 00 j Old c°nQM-, O � N N-10 as J STAINLESS STEEL BOLT a GASKET m PLATE a- 4 STAINLESS NUT a 'a e d a e ° a 4 e a MIN 6" (TYP) ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT GREATER THAN PIPE DIA. HOT -DIP GALVANIZED PLATE AFTER a HOLES HAVE BEEN DRILLED. BIOFILTRATION AREA INFLOW PIPE DIA. ORIFlCE DIA. 1-1 THROUGH 1-5 4"" 2-1 THROUGH 2-5 4- 3-1 4" 1 " 4-1 4" 1%. 4-2 4„ 1Y8„ 5-1 4„ 4 " - INFLOW PIPE ORIFICE DIAMETER (DIA) SIZED PER TABLE HEREON. %" DIA HOLE (TYP) NOTE: 1. ORIFICE PLATE & FLANGE CONNECTION TO CONCRETE SHALL BE FITTED WITH 30 DUROMETER NEOPRENE RING. 2. BASIN PERFORATED PIPES TO HAVE SINGLE CONNECTION TO CATCH BASIN AT ORIFICE PLATE. 7 FLOW CONTROL ORIFICE PLATE N.T.S. 6" DIA AREA DRAIN: PAVEMENT. SEE ARCHITECTURAL ZURN MODEL ZB415-6B-VP PLAN FOR FINAL SURFACE MATERIAL AND/OR TEXTURE C �V D CAULKING 4" OUTLET PIPE PER PLAN 1 6 1 NON —TRAFFIC AREA DRAIN N.T.S. CONCRETE ( MAY BE S OR CIF CONCRETE WALL SUPPORT FOR TRAFFIC LOAD CONDITIONS CONCRETE BASE �[ SECTION B—B A PLAN A FINISHED GRADE OR PAVEMENT III_ TRENCH BACKFILL I ti FINISHED GRADE FULL III III= o HEIGHT SUPPORT = v INITIAL BACKFILL _ z w TYPE "B" MATERIAL I I m I.i BEDDING _ 6" 6z " - EXCAVATE TO UNDISTURBED MIN. IN. li TRENCH BED. REPLACE WITH SHAPE TO FIT BELL AND HUB, BEDDING. COMPACT TO 90%. AND THOROUGHLY COMPACT UNDER PIPE. SEE NOTE I. PIPE FOR GRAVITY FLOW SAN. SEWERS AND DRAINAGE P.V.C. CONFORMING TO A.S.T.M. D-3034 MAXIMUM SDR 35, GASKETED JOINTS FOR 4" TO 15" DIA PIPE AND ASTM F-679 FOR 18" DIA AND LARGER. BEDDING CLEAN COARSE SAND. CONFORMING TO "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" SECTION 217-2.4 INITIAL BACKFILL NATIVE MATERIAL - MAXIMUM SIZE NOT TO EXCEED 1 1 /2". TRENCH BACKFILL NATIVE MATERIAL - 90% COMPACTION MIN. (95% COMPACTION IN UPPER 3.0' OF PAVED AREAS). UP TO CLASS IV SOILS, TYPE ML,CL. FINE GRAINED, LL<50, MEDIUM TO NO PLASTICITY. NOTE, IF CLASS IV SOIL, TYPE MH OR ALL CLASS V SOILS THEN USE CLEAN COURSE SAND. CLEAN COARSE SHALL CONFORM TO THE REQUIREMENTS OF SAND FOR PORTLAND CEMENT CONCRETE AS SAND SPECIFIED IN SECTION 200-1.5.5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. "TYPE" B MATERIAL SHALL BE ONE OF THE FOLLOWING: 1. NATIVE FREE DRAINING MATERIAL OR CRUSHED ROCK CONFORMING TO SUBSECTION 200-1.2 AND TABLE 201-1.2.1(A) OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION". FOR PIPES UP TO AND INCLUDING 15" MAXIMUM ROCK GRADATION SHALL BE J-. FOR PIPES OVER 15", MAXIMUM ROCK GRADATION SHALL BE ". 2. CLEAN COARSE SAND. CONC. WALL SUPPORT CONC. WALL AND BASE SUPPORT FOR TRAFFIC LOAD CONDITION COVER FRAME 18" MIN. 9" 9" MIN. MIN. i2 Z z I - 0 N 12" MIN. NOTES SEE PROJECT PLANS FOR INVERT ELEVATION. 1. 2. PIPE AND FITTINGS, EXCEPT AS OTHERWISE SHOWN ON HEREON, SHALL BE OF THE SAME MATERIAL AS THE SEWER, UNLESS APPROVED ADAPTERS ARE UTILIZED AND MAY BE ANY OF THE FOLLOWING: A. VC PIPE B. PE PIPE C. ABS SOLID PIPE D. ABS COMPOSITE PIPE^ E. PVC PLASTIC PIPE';` 3. PIPES AND FITTINGS SHALL BE PROPERLY ALIGNED AND MAINTAINED WHILE CONCRETE IS BEING PLACED AND ALLOWED TO HARDEN. _ ^' JOINTS FOR PIPES AND FITTINGS SHALL BE MADE PRIOR TO PLACING CONCRETE. CONCRETE s 1 FOR BEDDING, ENCASEMENT, AND WALL RIP RAP ENERGY DISSIPATER ; SUPPORT FOR PIPES AND FITTINGS SHALL BE 6" MINUS ANGULAR ROCK CATCH BASIN PLACED UNIFORMLY AROUND THE PIPE AND o TOP OF GRATE FITTINGS AS SHOWN HEREON TO MAINTAIN MODIFIED 4" CURB & mw ;, ELEVATION PER PLAN PROPER ALIGNMENT. GUTTER W/ 12" CURB uj MODIFIED 4. THE ACCESS FRAME, COVER AND CAP SHALL BE CUTS 17' O.C. (04 REBAR AT 18" O.C.) `" - " CURB CAST IRON. THE FINGER HOLES MAY BE DRILLED & GUTTER OUT OR MAY BE BLOCKED OUT PRIOR TO CASTING; THEY SHALL NOT BE PUNCHED OUT. a 5. THE CONTRACTOR, AT HIS OPTION, MAY PLACE " 12 KEY EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS AS SHOWN HEREON. — 12" KEY COVER AND FRAME ALHAMBRA FDRY. A-1240 OR APPROVED EQUIVALENT TOP ELEVATION PER PLAN PAVEMENT PER PLAN CONCRETE SUPPORT MAY BE LOWERED ACCESS CAP (11" DIA. x 1/2" THICK WITH 3/4" FINGER HOLE IN CENTER) CONC. COLLAR MAY BE SQUARE OR CIRCULAR OPTIONAL CONSTRUCTION JOINT RISER SHALL BE THE SAME AS MAIN PIPE DIAMETER BUT NOT LARGER THAN 6" il�ll� Ili�i�IlHll=11 ilI—IIHI I—IIHIHII�II �l 11=II�III I�I� �I�I � I I�I�I III 11=111 5II— a IIIITII 1/8 BEND �T1=-III.•. IIill=Aim 111_I °. r a MAIN PIPE ih � I I� � • a �ITII g . N 4 i�ll1-1111 .a � ' FLOW INVERT ELEV. PER PLAN �a I1=111—III e � ° Z -I111�I{CL��i� Z UNDISTURBED EARTH `V SECTION A —A NOTES: 1. EXCAVATE FOR BELLS OR HUBS SO FULL LOAD IS CARRIED BY PIPE BARRELS. 2. TYPE "B" MATERIAL SHALL BE PLACED IN A MANNER SUCH AS SLICING SHOVEL -SPADING, OR SHOVEL QROFEssr04, RODDING TO INSURE COMPLETE FILLING OF THE "HAUNCH AREAS" BELOW THE PIPE. (JETTING OF TYPE B- GgG�Fy "B" MATERIAL IS NOT AUTHORIZED UNLESS PREVIOUSLY APPROVED). �➢ w-� m 3. TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 306-1.3 OF THE STANDARD No. C59894 A SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. WATER DENSIFIED BACKFILL SHALL * Exp. 12/31/18 . * NOT BE USED. ST CIVIL 9TF0FCA1-`F 5 FLEXIBLE PIPE BEDDING DETAIL (FOR SDR-26 PIPE ONLY) 4 STANDARD CLEANOUT N.T.S. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 1 AS -BUILT SN 11110120 DESCRIPTION: ENC-48, 2.5" BRASS DISC � — - — --- LOCATION: RECORD FROM: 11/3/2020 PUBLIC WORN JEFFREY GAVAZZA DATE PLANNING ELEVATION: 173.343 (2007 ELEV) Steve,Nowak� 11/10/20 REVIEWER DATUM: NAVD88 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR INSTALL CAP & MORTAR IF TERMINAL CLEANOUT. INSTALL PIPE IF IN -LINE CLEANOUT 2-3 MULCH ENGINEERED SOIL — IMPERMEABLE IMPERMEABLE MEMBRANE MEMBRANE _°�� °_°_ � 0�020� o a Q 3" 8"-GRAVEL o iv CHOKING STONE LAYER o a _ J" CRUSHED ROCK. 4" PERFORATED PVC PIPE. 7' OUTLET PIPE SINGLE CONNECTION TO PER PLAN CATCH BASIN AT ORIFICE PLATE. FLOW CONTROL ORIFICE PLATE PER 7 DETAIL 7, HEREON. Mm 1. ENGINEERED SOIL LAYER SHALL BE "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. CATCH BASIN TOP OF GRATE ELEVATION PER PLAN RIP RAP ENERGY DISSIPATER 6" MINUS ANGULAR ROCK MODIFIED 4" CURB & � TER W/ 12" CURB CUTS o 17' O.C. WITH 12" KEY Ld Ld (#4 REBAR AT 18" O.C.) N ASPHALT 0 CHOKING STONE LAYER �/'� OUTLET PIPE PER FLOW CONTROL ORIFICE PLATE PER DETAIL 7, HEREON. 4" PERFORATED PVC PIPE. SINGLE CONNECTION TO CATCH BASIN AT ORIFICE PLATE. SITE RETAINING WALL PER 13325-G 7'0 SST FLASHING OVER WATERPROOFING TERMINATION BAR PER 13325-G ROCK MULCH PER LANDSCAPE PLAN -' 18" ENGINEERED SOIL 0 I I II o00 CRUSHED ROCK SHEET WATERPROOFING BIT 3000 BY GRACE WITH DRAIN MAT PER 13325-G mm 1. ENGINEERED SOIL LAYER SHALL BE "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. 3 TYPICAL SECTION OF BIOFILTRATION N.T.S. 2 VEGETATED SWALE SECTION N.T.S.I CLEANO T (PLACE RO AROUND PI 3" F 3" PRETREATMENT MULCH 18" ENGINEERED SOIL 3"" GRAVEL + -- CHOKING STONE f J"CRUSHED ROCK 1 4" MIN 4" 0 PVC PERFORATED PIPE (PERFORATIONS DOWN). SINGLE CONNECTION TO CATCH BASIN AT ORIFICE PLATE. BIO-RETENTION LANDSCAPING DESIGN AND PLANTING PER LANDSCAPE PLANS 10" WATER QUALITY VOLUME BOTTOM OF BASIN ELEVATION AS / SHOWN ON PLAN FLOW CONTROL ORIFICE PLATE PER DETAIL 7, HEREON. CAST -IN -PLACE CONCRETE CATCH BASIN PER SDRSD D-29 WITH STEEL GRATE. TOP OF GRATE ELEVATION AS SHOWN ON PLAN I STONE RIP RAP F -14 OUTLET PIPE TO STORM DRAIN INVERT AND SIZE PER PLAN NOTES: 1. BIORETENTION ENGINEERED SOIL LAYER SHALL BE "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. FLOW 6"-THICK PCC HEADWALL IMPERMEABLE MEMBRANE N.T.S. BIO—FILTRATION SECTION DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT BK FS BK INT. DATE PLANS PR ARED UNDER SUPERVISION OF DATE: -1 PH --� R.C.E. NO.: C59894 - JEFFREY GAVAZZA EXP.: 12/31/18 REC MMENDED: APPROVED: �°i L441 oe JESS OWENS CHR�HER L. MAG OSKU CITY ENGINEER g Jhy �l zza DATE `I DATE DETAILS FOR: ENCINITAS MEMORIAL NORTH PARKING SCRIPPS HEALTH PLANNING CASE NO: 06-066 MUP APN: 258-24Z-06 A --- WI 1/1D Ro 1/10 l7 1/10 N.T.S. DRAWING NO. C5.00 13761-G SHEET 9 OF 12 L_� 5 I CONTROL PANEL 4 NOO ➢. C59894 � * Exp. 12/31/18 . CIVIL CHANGE NO. 1I AS -BUILT WEIL Duplex Alternating Pump Control Panel 8159 Single -Phase or Three -Phase - Type 4X Enclosure - U/L Label Duplex Tamper -Proof Design - Motor Overload Protection • The 8159 Duplex Panel controls two pumps. It is a deluxe Pasel Iuclud-: panel that includes a high water dam system, altemater, • U/L Listed Label and overload protectors. • LED Lights and hour meter are mounted on door. • The 0bsglass reinforced polyester enclosure is rated Switches and push button eta mounted inside of panel. NEMA Type 4X and provides protection against falling dirt; • Padlocking hasp - on outer door, padlock not included. rain., sleet, snow, wind-blown dust, spLshing water, hose - • Two lockable pump disconnects, on motor overload protector. directed 33R'4, 4X end ]2 enclosures are spspecified. water and corrosion. Can used where Type 1, 3, lock is not provided. . Electric Alternator has a 3 position selector switch; that loclethe pumps. net can be operated on 50 or 60 Hertz power. • Parcel in Auto, Pump 1-2 or Pump 2-1 sequencing. • Tamperdesign. of • Two codacbra-Industrial duty. vccoontrols • Select level • Two Overloads - one per pump. Ambient compensated bi-metalic - 8213 ]ever Class 10 motor overload circuit ( ) protector. instantaneous magnetic - 8220 Pressure diaphragm fro short circuit protection. Single-phase ptotection for threaphase - 8230 Tethered motors. Field adjustable within the amp range. Ops-.l Dame Light •Control transforms with fused primary and secondary out all three- phase and singlrphase 208 and 230-volt. Single-phase 115-volt bas a fused control circuit. • Pump run switches - one per pump. Three position TOA (test - off -automatic) with spring rcto m to off from teat. • Gran lights (2) indicates power to pumo motors. Roxxt stress POWmeIXV IEmr WATBR ®`ox ®ox Pt P OV!AIOAD OVERJOAD • White light indicates controt power on. • Red overload lights (2) indicates motor overload condition and pump is all. Light remains on and pump remains off until reset. • Hur omotets (2). Non resetting miler indicates total pump run time. 1 • Pump run statue and overload isolated contacts. • High Water Alarm System Type 4x. Hold finger over hole of horn for 1-2 seconds and remove to silence horn (95 dB). U Red H WA light on door. Alarm teat button on inside of panel. - time isolated contacts for remote monitoringand/or to use as a connection to a phone dials. • Control Terminal boani, numbered and wind HOG^RMBTRR HOUqBMaTPa • Layout and schematic CAD diagrams are provide!. installer connections at terminal board are clearly marked. 8159 Order Number Motor Single Single Pban Three Phase Altprux. Protractor Plion 2N or 230 288, 230p60 tgM - Amp Range 115 Volta Volts Voter Lba 1.0 - L6 8159-"16 8159-D-016 8159-T-016 25 Conhol Panel Selection Guide 1.6 - 2.5 8159-L-025 8159-D-025 6159-T-025 25 Dezrinine Phase and Voltage 2.5 - 4.0 8159-L-040 8159-D-040 8159-T-040 25 - Determine maximum run current in 4.0 - 6.3 8159-1-063 8159-D-063 8159-T-063 25 amps required by the pump motor. 6.3 -10.0 8159-Ir100 8159-D-100 8159-T-100 25 ]0.0-16.0 8159-L-160 8159-D-160 8159-T-160 25 16.0 - 20.0 8159-Lr200 8159-D-200 8159-T-200 25 20.0-25.0 8159-L-250 8159-D-250 8159-T-250 30 Lever 8213 Level Control 8220 Level Control 8230 Level Control Switch f Cold �P Bali!- M Cord Grip` Platee Ply 28 Pedestal HWA/ Wet Welly Level Control High Water Covers HWA/ LSA High Water Mounting Plate LSA Lead/Stmt LS2 Lead/Start Float Rod Wet Well I LS2 Guide Cover Off/Stop LS1 Off/ Float Rod Stop Float Ball {{{ Options -- 8100K7102 HWA Dome Light - Lexan, red flashing, on top of panel. light remains on until condition is contacted. Type 4X How to Order: Specify Order Number, System Phase and Voltage, Pump Motor HP, and any Options. Y n F.O.B. Cedarbtvg (Milwaukee), Wisconsin 8159 Replaces SN-8159, June 1, 2014 D-35 SN-8159 APRIL 1, 2017 AC955 OFFNING WIfH HINGE" 0009 Wit: NO POMON Of 6A9N fO CONTACT FRAME, COVER OR PAV1 &W 11211 a • ; `.< A ' 1/211 11 FIffING Fok ELECTRICAL (fr.) FITTING FOR INLET BEEP FIr3ER61.A55 PAL% a It OP 5SEL COVER, 5UITMM — FOR VEHICLLAF TRAFFIC, WITH " 117 CM RING FOR " 112 FOP PA51N OPENING I" FROM PA51N RIM fO FINRW FLOOR " FIRING FOR VENT' " P15CHPt'6E FIT11N65 (TV.) AN11-FLOMA1I0N FLANGE A NOT5: 1. i3A51N FIf11N65 ACE 5HIPPE121.005E FOR FIELD IN5fA 1A110N LN Off k-3 2, VffY PA51N 171M%510N5, ANP 5a AN12 QLIANIITY OF EIf11N65 3. THI5 Pf?AWIN615 NOf FOK CON51RLJCT10N PW05E5 4, 1 PaFIEL WITH 5ANP OF, FA GAVEL; CONCf;EtE PAaFILL N0f kTCOMWNPEP PROJECT: weil aquatronics ITEM: 5f -1: FILXF6�A55 PA51N Engineered Pumps and Hydronic Equipment ENGINEER: Phone:800-747-8677 Fax:818-247-0083 CUSTOMER: DWG.#:1`W48o96-Wr DRSY:W DATE: 5.15.08 SCALE: NT5 WEIL CEDA 8/4/2016 2:59PM H8159-Tl l Schematic 3 Phase .dwg WEIL CEDA 9/9/2016 1:08 PM H8159-Tl I Layout 3 Phase dwg PANEL NAME o [,z o Installer to Supply Appropriate Power, Pump should rotate in the direction of the Arrow PANEL NAME e o Dotted lines (- — — —) represent Field PLATE INCLUDES' H4 Com. Branch Circuit Protection and Disconnect on the pump case. Change rotation of the PLATE INCLUDES: Connections. um at the control el. Interchange wires: -Sy— voltage 208V-H3 ® F F p 1 Switch m panel bu accordance or E NEC pump P� B -System Voltage "a P F 1 Wire Colors: Black i Power Green =Ground Component Coil U U and Local Codes. Fuses (LP-7 or Equivalent) Tl And T2 On MI For Pump 1. -Motor Amp Range B'�'-m u u 5 Red =Control White t Common (Neutral) ❑ Numbers on Terminal Blocks (TBl or TB2). -Motor Amp Range 230V-H2 0 1 1 U 5 For Branch Circuit Protection: 1.25 x full load Tl And T2 On M2 For Pump 2. -MAX Pace! Amps 4Gov- 1 1 z V Yellow =Alarm Circuit and Isolated Contacts O = Numbers on Components. -MAX Panel Amps 2 V -Phase & HZ =9 Pump should rotate in the direction of the Arrow 460V- Amps of Both Motors, Plus 1 Amp for C.P.. Wires are Individually Numbered. I 1 =Norman Contact on Components. =go on the pump case. Change rotation of the Y �n upon -Phase & Ml & M2 = Motor Contactors E rclosure Type at the control el. Interchange wires: Norman Closed Contact out Components. o Dotted lines (— — — —) represent Field wee" chmgiHe pmetvoltage PUMP or a� N = Y Po -Enclosure Type MPI&MP2=Motor Circuit Protectors CanualTnnaPonver is Yen Connections. Connect Th s Wcv.i TI And T20n MI For 1. Control Transformer k ConWhee changing panel voltage SSI & Sta2�---- S rut Retum Test To off = l+asa Af P�•t°q• APpr°>s"a i.i°evoluge Terminal TI And T2 On M2 For R mp 2. Caution: Cormection of any other device to the Wire Colors: Black i Power Green = Ground - Line Vo Connect This Wire To P B Control Power Source of this Panel will cause Connected For Proper Red White=Common (Neutral) Wires are Individually Numbered. Line Voltage At Factory Appropriate Line Voltage Terminal Yellow = Alarm Circuit and Isolated Contacts MI & M2 = Motor Contactors improper operation and Void the Warranty. ®=Component Coil Installer m SuPP1Y Appropriate Power, MPl & MP2 = Motor Circuit Protectors ❑ = Numbers on Terminal Blocks (TBI or TB2). Branch Circuit Protection and Disconnect PBA = Alarm Test TERMINAL BLOCK TB 1 0=Numbers m Components. Switch to panel in accordance with NEC L1 SYSTEM a1x WvtB L l MPI 101 MI T l 11=Normally Open Contact on Components. and Local Codes. Fuses (LP-J or Equivalent) - L21POWER Ll - - L 1 L1 T1 L1 Tr - i`l =Normally Closed Contact on Components. For Branch Circuit Protection: x full load OPTIONAL r L33 SUPPLY SYSTEM Ll piJMp Caution: Connectionofanyotherdevicetothe Amps of Both Motors, Plus I Amp for C.P.. OPTIONAL INTERIOR VIEW F Grd 3PHASE L2 l�/ 102 T2 Control Power Source of this Panel will cause POWER L2-- LZ L2 & X�a - MOTOR improper operation and Void the Warranty. (LTlI) LTI1 SUPPLY L3 �A M Ip3T3 3 PHASE L3- — L3 `,' Ir ^ r�a COVER VIEW OF ENCLOSURE = t L3 PUT FINGEROVERHOLEIN HORN 1-3 rd-- can Ll Lr MPZ T1201 LM21 Tl TOSILENSECDNDS AND REMOVE CE.2MV H3 O U F BIR PUMP 230V-IIZ , U&VM5 — xa i'2 Lz 202 L Won WATER asw xt ®o _y 9 Reowiss A F1I1 A L3 203 FUZ Tl 100 VA 20 or Wht 1 lA 1 115V xl CONTROL POWER ON �W' 20orWht 20 or Wht ILT1 o WERE RELAY (ALT) PUMP 2 Pump 1 On TEST OFF AUTO ` 6 1Test 1 41 3 41 ' �LT4' STANDBY PUMP 2,0, 1 Bilk � 4 2 7 40Auto SS2 LS3 (5- taaR l.Al17D PUMP I Pump 1 on tAo TEST OFF AUTO 39 ` ' BR S�� t 1 3 Test 1PUMP 0 1�1 31MPI39M1 391 73`�BSTOP wht 8 30 Ai°D SSl Mlo— 29WFrI.RARTNn jorWhlLS2 \-...,�Al 35 MM AFUA ALARM TEST AR AlAl —Z Teat A2 rlHIGH WATER PBAIsolated Contact Relay BLK WHT Azo— LSA OPTIONAL External Alarm Panel 1. WARNING: Disconnect Power TO PANEL 2. Remove Jumpers Between 9 & LH and LN & 20 3. Connect 115 VAC Between LH & LN Pump 1 Overload `R �LTS I.N High water Isolated Contacts High Water AR Rl �---g III Water R3 :R:4] PUMPS OFF/ON P1=M1 RS P2=M2 R6 Customer To Supply Power To Operate External Device A3 R' HORN OPTIONAL 'LTA HIGH WATER DOME LIGHT LN LN or Wht/Yel LTll LS3 & LSA float positions May Be Changed to activate High Water Alarm, before Lag Pump is called for. •. weil aquatronics Engineered Pumps and Hydronic Equipment ` Nei MP2 BLOCK HORN I ON `ow LTl LTA T/O/A TES F O AR 09� U s v ' 1 �/O!A A � �_ g LT3\ LT4\ ooruW2 TA ®.W .R .9 ,R t oveaLo 2 &--- wHn..,e. Ml M2 i ` ♦ TERMINAL BLOCK T82 ®®®® ®®® LTS LT6 n� HOUR METER HOUR METER — _ ®®®® ®® ® I T2 I T1 I T3 R I HMl HM2 8159 Tl I I'3 I T2I FQ ° II PUMP PUMP MOTOR MOTOR I ZJ OPTIONALTERMINAL BLOCK TB2 HIGH WATER LIGHTO I 2--,R, LN LT11 Level Switch Con CONNECTIONS FROM 8213 Non Alternating Mechanical Level Switch To TERMINAL BLOCK IN MAIN PANEL tAla—rm, & LSA float positions May Be ged to activate High water before Lag Pttmp is called for. ARNING:Di¢oe"ecr Po—TOPANEL moveru�waBerw-9 k1Hand1Na20 meet 11 VVAC 9er.een LA & LN MECHANICAL FLOAT SWITCH INSTALLATION INSTRUCTIONS DUPLEX - 4 FLOATS O O t O O A; ,A x I- t SECTION A -A (4) Cable Grips ❑ Wall Bracket Mounted , High Water Alarm 4 (only when specified) SECTION A -A L' Basin Cover Mounted Float in free hanging position - 3 1" iPS galvanized pipe Pump "on' float (by contractor) (stand-by) Secure float cable to pipe with plastic wire ties. Float (2) turns lead pump on. Pump 'on" float eZ Float (3) operates second (lag) (float ahemates pumps) pump it liquid level continues to rise. Both pumps turn off when Submerged float in liquid level reaches float (1). operating position `��\ Float (4) is optional. Pump(s) Stop — — — — IMPORTANT - Float switch brackets must be set a minimum of 8" above top of pump volute. In determining the correct spacing of the float switches, please follow these steps: 1) Set switch (4) "high water alarm" level with lowest inlet. 2) Float switch (3) "standby" should be set directly below (4), with the floats at least 90 degrees apart to prevent the lower switch from hitting the upper one as it rises with the liquid. 3) Switch (2) 'pump on" should be set 3"-4" below switch (3). 4) Switch (1) `pumps stop" must be set a minimum of 8" above the top of the pump volute. 5) Check complete installation to see that none of the switches hit wall, pumps, piping or valves. This check should be made with the switches in both "on" and "off' position. NOTE: Float switches are not to be installed evenly spaced as shown. Spacing between floats 1 and 2 determine pump run time (should be at least 2 minutes). (QUESTIONS? Call 1-800-74-PUMPS 1 1 2 3 4 Al A2 9 L LN 20 Rl R2 R3 R4 RS R6 FIELD CONNECTIONS CONNECT EACH WIRE TO MATCHING ectlonS NUMBER ON TERMINAL BLOCK I 8 0 8230 4 Level Switch System I Isolated Contacts High. Water HIGH WATER �I�I Rl ' I`2l Al BO` o tit.-, p LSA - I PI Nei nail �STANDHY I R3 R4 T"Blik Elk 0wht 4 P2LS3PUMPS OFF/pNSTART �IP1=Mt 11 i ' L:J I P2-)� R6 I LS2 (� STOP � B�Wht�IJ custom Supply itppyl CJ 11 �� II ( LSI Power To Operate WEIL Vortex Mover Pump 2573 lu 3-Inch Submersible Disch. Size 3Inch 17, 71"'•' Disch. Type ANSI Pumps for wastewater containing hard to pass personal care products such as � baby wipes, shopping car wipes, barrier cloths, wash cloths, etc. Solids Max. 2 Inch Commercial and industrial applications. Pump effluent, clear water and wastewater. Mounting Style Removal Pump Options Case - Cast Iron UL Explosion Proof Motor Impeller - Cast Iron Moisture Sensor and Temperature Limiter Stainless Steel Hardware Additional Power Cable Lengths Stainless Steel Lifting Cable Motor Double Seal - Tandem - Upper - Carbon against Ceramic - Lower - Silicon Carbide against Silicon Carbide Air -Filled Hermetically Sealed Shaft - Stainless Steel Series 300 Motor Shell - Cast Iron Insulation - Class F Capacities - Wet Wells Dia or Gallons per Side FootofDepth Round Square Inches 30 37 47 36 53 67 48 94 120 60 147 187 72 212 269 Good wet well desip Maximum 10 starts per hour. Ball Bearings - 2 - Double Sealed Minin u n run time - 1112 minutes. Power Cable Length - 25 ft Three-phase motor The WEIL "Mover Pump" solves the - 1750 and 3450 RPM problem created by no -flush handi- - 60 Hz, 208-230 or 460 volts wipe towels flushed into the waste - Single -phase capacitor start motor Pumps no -flush wipes: water system. These towels ball up - 1750 RPM - Baby Wipes and clog many grinder and solids - 60 Hz, 115 or 208-230 volts -Shopping Cart Wipes handling pumps. Most no -flush wipes - Automatic reset thermal - Barrier Cloths are cloth containing polyester (PET) and overload protection - Wash Cloths fiber. - Capacitor and start relay in motor 5 3/4 4 Lifting Bail 1 Phase "9" 3 Inch 3 ANSI 24 1/2 Flange L.. — . —1 9709 4 13 3/4 13 1/2 —T Replaces July 1, 2015 NOT s' 1750 & 3450 RPM 1.0 S.G. 70°F CUPVENUMBER: CK-2573-3450-1750 PUMP SIZE: 3 inch ANSI IMPELLER SIZE: SEMI -OPEN SPHERE 155871 iro s93s 18 15 12 26 22 17 60 50 40 100 GPM @ 17' TDH 3 HP, 3450 RPM 460/3160,4.8 FLA CURVE HP RPM 525-2 5 3450 4 2:2 3 3450 6944 11/2 1750 9 6 13 9 30 20--- 2 3-1-u 4s�? 3 4 10- US GALD WE 0 50 100 PBRMINIITE 150 200 250 300 350 400 450 500 SIC MFrES 0 11 23 34 45 57 68 80 91 102 114 PER HOUR WEIL C BCB Shq Guide Pare Bras Stainless 5 Floor Elbe, BCB - Simplex charge c 3 Inch Removal System 2613-3 BCB - Duplex Level Control Lifting Assembly .. with Tail Piece Discharge Flange Sub Base Sub -Bate - StWLEX 2613 Flow Dwbuge CenterEl—Mounting Of Soda Discharge 1 7 12 12 1P2 B 1 (3) sun BASE Edge of Access Mounting Hoke Opening on Wet Well Cover Ill WEIL Sleeve © BCB Duplex Guide Pipe Bracket Stainless Steel PreasLe Level Control ) Level Comrol \�Q•I (Not Included) See SN-8220 Spec. Sheet 3/4" Mounting Pipe for Level Controls ---�� (Not Included) Tdherod Level Control (Nutlncludod) See SN-8230 Spec. Sheet Sub Floor Discharge Pipe Discharge Flange Sub Base for Simplex/Duplex Installations Steel galvanized sub base with stainless steel studs is used to locate and install the 2613 discharge floor elbows in a wet well. Mounting locations match standard Weil 89MB15 wet well covers. Three 9/16 holes for bolting to the wet well floor. Waterproof adhesive 3M Marine 5200 could be used instead of bolting. Order Number Style Stud Size Pump Size Min. Wet Well Diameter 7" case 30" 2613K603 Simplex 112" 9" can 36" 2613K502 Duplex 1/2" 7" case 42 9" case 48' Level Control Lifting Assembly (Duplex BCB systems only) does not include level control switches or mounting pipe. See SN-8220 and SN-8230 Order Number 2613K801 Level Control Lifting Assembly with Tailpiece FEBRUARY 1, 2015 2613-3 SN-2613-3 Page 2 Rtyl.Nov. 1,2014 3 Inch Removal System 2613-3 System Includes: • Discharge Floor Elbow - one • Sliding Bracket - one Iron or Bronze for use with Explosion Proof Motors • Guide Pipe Bracket - one Flat (cover mount) - bolts to wet well cover or - Angle 90' (side mount) bolts to vertical side wall or BCB Bracket - Duplex or Simplex mounts to discharge P4(s) - see PB 2 diagrams Not Included: . Discharge Pipe, Guide Pipe - 2 inch schedule 40 & Flange Kit Options: • Discharge Flange Kit for Floor Elbow • Intermediate Guide Pipe Bracket • Sub Base for Floor F.Ibow • Level Control Lifting Assembly for BCB Duplex Bracket Removal System: Discharge Flange Kit Includes -Flange, Gasket and Hardware Weil = 2 bolt oval configuration Order Number Pipe TypeType SN-2573 FEBRUARY 10, 2016 2573 2613K203 Plain End Weil 2613KI03 'Threaded Weil 2613K105 Threaded ANSI Intermediate Guide Pipe Bracket: a 205,666.001 Intermediate Guide Pipe Bracket Simplex Order Sliding Gudde Pipe Jtoaat Weight Number Bracket Bracket Type Lba 2613K1022 Iron Flat Cover 92 2613K5012 Iron Angle Side 92 2613K2022 Bronze Flat Cover 92 2613K6033 Btooae Angle Side 92 2613K3022 Iran BCB Pipe 92 2613K4022 Bronze BCB Pipe 92 Duplex - BCB System Order Sliding Gaide Pipe Mount Weight Number Bracket Bracket Type Lba 2613K7022 Iron Pipe BCB 184 2613K7032 Bronrc Pipe BCB 184 231 Weil Oval Mount Edge Of Wet Well Cover u 19 FEBRARY 1, 2015 2613-3 R www.weilpump.com SN-2613-3 Page 1 Repl. Nov. 1, 2014 4 FIBERGLASS BASIN N.T.S. 3 MECHANICAL FLOAT SWITCH INSTALLATION INSTRUCTION N.T.S. 2 TVORTEX MOVER PUMP N.T.S. 1 3" REMOVAL SYSTEM DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT BK FS I BK SN 11/1W20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MENDE : APPROVED: DESCRIPTION: ENC-48, 2.5" BRASS DISC 11/3/2020 PUBLIC WORKS NA DATE: 1 "(�' `� LOCATION: JEFFRE GAVAZZA DATE - ._ DETAILS FOR: ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: PLANNING TWI 11/10 JESS OWENS CHRISTO HER L. MA SKU ELEVATION: 173.343 (2007 ELEV) - R.C.E. NO.: C59894 CITY ENGINEER SCRIPPS HEALTH DATUM: NAVD88 SteverNi?WGav I1/10/20 REVIEWER J00 11/10 7Ate % /� �1� CHRISTOPHER L. MAGDOSKU DATE INSPECTOR WIT 11/10 JEFFREY GAVAZZA EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 06-066 MUP APN: 258-242- Ob N.T.S. DRAWING NO. C5.01 13761-G SHEET 10 OF 1:2 US N 0 o M N N � N a..r V) O iL. aJ Q � o O N 11: O Vl :3 [t rn U0 O N N 006 environM REINFORCED PIPE FITTINGS FIBERGLASS BASIN Installation Instructions (SEE BASIN DWG FOR SIZES) Flexible fittings: Inlet, vent, & electrical INSTALLATION REFERENCE GUIDE weil aquatronics Flexible Entry Boots (see basin dwg for sizes) Engineered Pumps and Hydronic Equipment 30' MAXIMUM Flexible Entry Boots These one-piece rubber boots are designed to seal pipe and conduit entries for both flat and curved surfaces. For proper installation, the appropriate size fabrication template be for hole AdaPtgf/ex Fittings LIFTING CABLE OR CHAIN - , should used accurate drilling. The recommended sizes of hole saws must be used for the given Flexible Entry Boot size. SPREADER BAR Fiberoloss as ns Step #1 Step #2 Locate thecenter entry point in �� Drill out the entry boot opening AK INDUSIRIEs, INC. FINISH GRADE the flat wall section of the sump by using the appropriate size hole base and drill a 5/16' hole. saw. After drilling out opening, OPTIONAL LIFTING LUGS • Protect groundwater and the environment with Well Aquatronics light weight, Install the Entry Boot Template clean rough edges with a razor to the sump base wall using a knife or deburing tool. ..... Y Instantly provides a water and vapor seal on maintenance -free fiberglass basins. 1/4" bolt and nut. Drill out one T" hole of the appropriate bolt hole Pill Hole Saw Flexible Entry Boots circle for the size boot to be 1.3/4" Small profile FEB-3075 flat installed using the same 5116" 2-3/8'• Large profile FEB-3075 i "` either curved or surfacest CAUTION: drill bit. Insert a second 7/4" 2-3/8" FEB-5150, 3100, 3150, 3157 I 3" FEB-5150 • Installation Ease HANDLE WITH CARE DO NOT DROP - +r , . ' a , ,� v. Featuring bolt and nut through this hole to 4-114" FEB-6150, 6200, 6300 secure the template. Continue 5-1/2' FEB-7360, 7390, 7400 of DO NOT IMPACT DO NOT ROLL SLOPE AND SIZE OF EXCAVATION AS PER OSHA AND ENGINEER'S _ ► Tremendous strength -to -weight ratio to drill the remaining holes of 5-1/2" SAB-7400 the bolt hole pattern. After 5-1/2" GDB-4515, 4520, 4,930, • Weather and Corrosion Resistant DO NOT WRAP CABLE OR CHAIN SPECIFICATION. IN THE ABSENCE OF THESE, CONSIDER CONDITION OF SOIL, DEPTH OF EXCAVATION _ {' ► Non -corrosive and non-contaminatingSabre drilling, remove the template 7450 from the sum p base wall Saw FEB-8600 • No Bois Gaskets Require AROUND BASIN AND SAFETY CONSIDERATIONS. �.' r ► bi , .. _ Qt1aIItY and durability Step #3 Step #4 or BASIN ANTI -FLOATATION FLANGE M �' ► Wide range of sizes and configurations Install the entry boot from out- In a clockwise or counter - • Requires No Sealants . Maintenance -free for long term performance side the sump y inserting the clockwise pattern, gradually studs through the bolt holes. tighten all of the nuts evenly From the inside of the sump, ® 60 inch lbs. Several COMPACTED SUB -BASE MINIMUM 12" OR 6" COMPACTED SUB -BASE AND/OR CONCRETE SLAB AS PER �� n ► Size rangel 8 -72 diameter, up to 21 deep to passes = install the compression ring - may be necessary as the rubber • Durable PVC Composition WHEN USED WITH CONCRETE HOLD-DOWN PAD ENGINEER'S SPECIFICATION. ► Can be built in sections for on -site assemblyby over the studs and install nuts will compress. To prevent hand. deforming the boots, do not • Available in 3/8" through 6" sizes 12" MINIMUM BACKFILL 11�I exceed 60 inch lbs. ADJACENT STRUCTURE, FOUNDATION, t'--°• FOOTING OR PROPERTY LINE COMPACTED TO A MINIMUM SOIL MODULUS OF 700 PSI ,•. Ud ® e1dY vlsw of slAs vl-w o1 • c• pp WoY11S with Steel Pipe} FINISH GRADE Weil Aquatronics fiberglass basins are well proven in hundreds of installations, handling everything from adept---rlex adapt- pip. bey" �" a"""'�" Schedule 35 storm water to raw sewage to contaminated waste. These basins are manufactured to National Bureau of g Step #5 ff + Angled Entries Insert the appropriate sized P>�` The flexible boot is ` and 40 Plastic Pipe Standards PS-15-69 and ASTM-D-4097 requirements. Standard resins are resistant to attack from pipe entry or conduit into the flexible boot designed to permit angled pipe 5'-0" MINIMUM ` FIBERGLASS BASIN normal domestic sewage. Special premium resins are available for chemical waste and corrosive applications, from the outside of the sum•'. I' After the pipe or conduit has r" or conduit entries gl t gre off P P the centerline. Angles greater been positioned, install the _ �.. than 15' could prevent the boot band clamp around the boot -- "°-`-- "'_ from sealing around the I ,,' a Vapor pace p ce I seal on pipe surface 4 0, MINIMUM \ AS REQUIRED PER ENGINEER'S pipe _ and tighten to - - or conduit, and will void the 30 in. lbs. product warranty. \ SPECIFICATION Basin walls have a minimum flexural strength of 12,000 PSI per ASTM D790, a tensile strength of \Ad -A-Rex vapor THE ABSENCE OF BING CODES, OR REGULATIONSMAINTAINIA MINIMUM DISTANCE 10,500 PSI per ASTMD638, and an ASTM D695 compression strength of 15,000 PSI. seal on a�tlevrall of tank , OF FIVE FEET PLUS A SLOPE OF 45" FROM -BACKFILL MATERIAL THE BOTTOM OF THE COMPACTED SUB -BASE TO THE BOTTOM OF THE ADJACENT STRUCTURE'S � •+ CONCRETE GROUT AS ". p Applications Fiberglass Surfaces FOUNDATION, FOOTING OR PROPERTY LINE. �, \ : , - REQUIRED PER • , ," : -.. ENGINEER'S 1'r ..`.. �' Flexible Ent Boots may be WARNING Entry Y Hole SPECIFICATION • Sump and sewage wet wells "I Keep all fiberglass cleaning solvents away from boots. havelaediamed on otergieat und surfaces than 3D'h Number A B C D Saw Size 1" NOTE: ----- --------- 3/4" Condensate receivers £ ► Catch basins '^ .' ' �� • ► Blow -Off basins - These types of solvents could cause severe damage. The installation procedures are the same as described above ��, except, extra care shall be taken ."properly hand sand the surface ----- GA-375AAF 3/8' .068 .200 .045 1.050 1" B GAr050AAF 1/2" .086 .240 .630 1.310 1-1/4" GA-075AAF 14 1040 - 3 820 1310 1 1!4" The intent of these installation instructions and illustrations 1/2» _ _ _______ _____ is to ensure that damage or premature failure to the basin -•' ► Holding tanks - -. `.. to be bonded. Make sure all raised •' sections of FRP are minimized and - 9;;; .240 GA 100AAF ]" 1.300 .220 1.050 1.780 1-314"TT will not occur. 1/4" are NOT intended be followed These installation instructions and illustrations to preclude normal safety procedures which to . Valve boxes ? �, -,"Y ' Secondary containment Vessels remove all sharp edges. The 5/16" IMPORTANT bolt holes should be made slightly - „ GA-125AAF 1-114" 1.630 .230 1.350 3.050 3 I should prevent injury to personnel. SAFE IN PROCEDURES SHALL BF. ENTIRELY THF, PEA GRAVEL CRUSHED ROCK RESPONSIBILITY OF THE INSTALLER. , ► Above round and buried - - g ► Potable and fire water storage larger after initial drilling. This can The recommended hole saw size must always be used be accomplished by moving the for proper installation of the Flexible Entry Boot and 5/16" bit from side to side in each maintain the product warranty. bolt hole after the Entry Boot Tem- GA 150AAF 1-112 1.870 .230 1.560 3.050 3 D A GA 200AAF 2" 2.300 .250 2,000 3.050 3" i 1 BACKF[LL MATERIAL REQUIREMENTS GA 300AAF 3" 3.450 3.10(1 4.010 4° plate has been removed. Tighten .250 Weil Aquatronics, Inc, A hydrostatic test must be performed to down each nut in stages so the ensure a positive seal. boot flange and compression ring GA400AA135 4"SDR35 4.270 .250 3.800 5.025 5" 1 115 E. Palmer Av, Glendale, CA 91205 can evenly conform to the rounded GA-400AAF40 4" 4.45o .250 4.120 5.060 5" 1-800-74PUMP5 surface and achieve a positive seal. Ada t A•Flex GA-600AAF35 6"SDR35 6.200 .250 5.850 7.205 7' P 818-244-5582 FAX 818-247-0083 E-Mail: info@weilaquatronics.com Business West •Smithfield, Products, Inc. 32er 27577 • Tel: 1919)yright GA-(100AAF40 6' 6.450 .250 6.125 7.060 7' 3 FIBERGLASS BASIN INSTALLATION N.T.S. x: (919) Se i Fax: (979) 359-3687 •Customer Service: 1800) 833-1883 www.envproduct.com • O Copyright 2004 pr 20 www.weilaquatronics.com » FACTORY INSTALLED " STEEL BASEPLATE FOR BASE ELBOWS 115 East Palmer Avenue, Unit C weir aquatronics Glendale, CA 91205-3122 1-800-74-PUMPS (800-747-6677) 115 E. Palmer Av. "C" s we I I aq u atrOn I es Glendale, CA 91205-3122 BACKFILLING BACKFILL MATERIAL. Backfill material should be clean, well -granulated, free -flowing, noncorrosive, and inert. It + DISCHARGE Engineered Pumps Phone: 818-244-5582 Fax: 818-247-0083 1-800-74-PUMPS (747-8677) Engineered Pumps should be free of ice, snow, debris, rock, or organic material, all of which could damage the tank and interfere with + + FITTING (TYP.) and H dronic E ui ment Y q P E-Mail: info@weilaquatronics.com www.weilaquatronics.com 818-244-5582 Fax: 818-247-0083 and Hydronic Equipment E-Mail: info@weilaquatronics.com the compaction of the backfill material. The largest particles should not be urger than 3/4 inch. Not more than 3 percent (by weight) should pass through a #8 sieve, and the backfill material should conform to ASTM C-33, Il Paragraph 9.1 requirements. Approved backfill materials include: NOTE: NO PORTION OF NINGEt7ALCE55n00� . Pea Gravel, naturally -rounded particles with a minimum diameter of 1/8 inch and a maximum diameter of BASIN TO CONTACT FRAME, COVER OR PAVEMENT + 3/4 inch. • Crushed Rock, washed and free -flowing angular particles between 1/8 inch and 1/2 inch in size. a Gastight Sealing of FIBERGLASS SUMP BASINS PLACEMENT AND COMPACTION OF BACKFILL. compaction of backfill materials should be adequate to ensure + + Well Aquatronics Basin Covers INSTRUCTIONS the the support of the tank, and to prevent movement or settlement. Backfill materials should be lace in 12 inch lifts PP P to 700 inch and compacted a minimum soil modulus of pounds per square (psi). 5M cov�F 1. Excavation Dimensions: Excavation shall be 6" deeper than the depth of the basin, below finish SUPPORTING PIPING, EQUIPMENT AND ACCESSORIES. Support for piping, equipment and other accessories WITH FIZAMi grade and done in such a manner as to preserve the undisturbed state of bearing soils at the must be provided during backfilling. Using the basin to support piping, equipment, cribbing, bracing or blocking is bottom. Diameter of excavation shall be sufficient to allow for necessary external pipe connections never permitted. During backfilling, temporary supporting materials must be carefully installed and removed to Basin covers supplied by Weil Aquatronics are provided with rope -type caulking with a minimum 12" greater than the basin diameter. 9 prevent damage to the basin piping orequipment. g P P 9 material. This material, properly installed, will provide a gas -tight seal between covers - - --- and frames, between access doors and covers, and any other flat mating surfaces on 2. Backfill Materials: WARNING! Using the basin to support any loading carried or created by a. The backfill materials shall be inert, free flowing granular soil such as clean sand or gravel piping, equipment, cribbing, bracing or blocking is never permitted. 4' the cover. . (114" mesh or finer), We supply M-D Building Materials rope -type caulking material, part number 71522 (gray b. Acceptable backfill includes "stone dust" from rock crushing operation provided it possesses all the characteristics of free flowing sand and contains less than 20% by weight ANCHORAGE ELECTRICAL FITTING - 30' linear feet); however, any waterproof rope -type caulking material would be passing the No. 200 mesh sieve. Soil fines must be non -plastic. GENERAL. When basin installations are located in areas subject to high water tables or flooding, provisions should (TYP.) O) VENT FITTING sufficient. C. Silts, clays, organic soil, granulated cinder, slag and similar corrosive material shall not be be made to prevent the basins, either empty or filled, from floating. The buoyancy force to be offset is determined used. Backfill shall be free of organic material, loam, trash, snow, ice, stones, rubble, etc. primarily by the volume of the basin. The principle offsetting factors include: INLET FITTING \ O) REPLACEABLE CORD WEATHERSTRIP This weatherstrip cord is easily installed by pressing into yap to d. A free flowing material is essential for preparation of the support bed and for backfilling in order to provide complete and proper support for the bottom and sides of the basin. .Backfill materials. . Concrete hold-down pad. . Friction between the tank, backfill materials and the surrounding soil. be filled, This product can be used both inside and outsfd®, Can be cut to length to fit your application. Available in 30' and 90' 3. Pipe Connections: Make necessary pipe connection in approved manner. Connection may be METHODS OF ANCHORAGE. All methods of anchoring basins use the weight of the backfill materials to offset the rolls' threaded, caulked joints, no -hub or other specified approved method. buoyancy forces. The use of supplemental mechanical anchoring methods (a concrete hold-down pad) increases the 2" STAINLESS STEEL w" M '. �r amount of backfill ballast which is mechanically attached to the basin. The recommended method of attachment is to PIPES (TYP.4) ., 4. Backfill as follows: pour concrete grout over the basin's anti -Floatation flange and concrete hold-down pad (see attached illustration). n/a n/a 360 Gray WI a. If the hole is flooded, the water level shall be pumped down to maximum depth of 3 inches FIBERGLASS BASIN before preparing the bed and placing the basin. Water level shall be maintained below ANCHORAGE REQUIREMENTS. Requirements for anchorage, thickness of concrete hold-down pads, as well as DISCHARGE PIPE (TYP.) Installation & Maintenance: bottom of the basin until the excavation is backfilled and until there is adequate safety the size of anchors and reinforcement must be calculated for each installation based on the environmental against uplift. conditions of that specific installation. 1. Clean surfaces to be sealed. b. The first layer of backfill is the base for the basin and shall be at least 6" thick. WARNING! Use "submerged" material weights when calculating anchorage requirements. C. Place the basin on the bed and after aligning and leveling, push additional fill under and Example: weight of concrete (1SO pounds per cubic foot) minus the weight of the water TETHERED FLOAT WEIL 2573 MOVER SUBMERSIBLE 2. Apply caulking material as required. Normally one bead of material is sufficient around the basin and compact by tarnping to a uniform depth of 12" around the basin. This insures that the established grade and level of the basin will be maintained during 62.4 pounds per cubic foot) equals a "submerged" weight of 87.6 pounds per cubic foot. SWITCH (TYP.4) PUMP WITH 2613-3 QUICK to provide a gas -tight seal, however large or irregular surfaces may require more remainder of the backfilling operation, REMOVE SYSTEM (TYP.) than one bead of material to provide a proper seal. d. Backfill shall be continued in one foot layers with specified backfill uniformly distributed and ° compacted around the basin. 3. Mating surfaces that are unsealed (access doors, inspection plates, etc) should e. Concrete encasement in lieu of backfill is NOT recommended. have the existing material removed, clean the sealing surfaces, and apply new NOTE: FITTINGS ARE SHIPPED LOOSE FOR FIELD INSTALLATION sealing material. 5. Cover: The cover shall be bolted in place with an approved gasket material to effect a gas tight seal. Basins installed in traffic areas must have separate curb frames imbedded in finish floor and not in contact with any portion of the basin. PROJECT: W@II aglJatl'OIIICS �! Engineered Pumps and Hydronic Equipment QROFESS/p4,q g Gq l NOTE: In accordance with City of Los Angeles General Approval: "Sump �� pumps shall not rest on the bottom of the sump unless the bottom is supported on a ��� _C ENITEM: G INEER: Phone: 800-747-8677 Fax: 818-247-0083 suitable level concrete base." w ➢ m ©1980 Weil Aquatronics, Inc. CONTRACTOR: DWG.#: DR.BY: DATE: SCALE: � No. C59894 ;0 C]WPWin1108M MaterialslFiberglass Basins.tlpc * Exp. 12/31/18 • sT Vie, Confid"Wel YOWCafVSP0C,4y -CIVIL - 9lFOF" CAUF�ft 2 1 SEWER EJECTOR SCHEMATIC 1 FIBERGLASS BASIN SUBMITTAL DATA --- N.T.S. -- N.T.S. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BK ° BY: DRAWS BY: CHECBK D BY: ENGINEERING DIVISION APPROVALS_ CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT SN 11110120 DESCRIPTION: ENC-48, 2.5 BRASS DISC LOCATION: � 11/3/2020 INT. DATE PLANS PREPARE UNDER SUPERVISION OF � __ r � ' DATE: 7 l REC MMENDE APPROVED: - ' C5.O2 _ PUBLIC WORKS NA RECORD FROM: ELEVATION:173.343(2007ELEV) DATUM:NAVD88 JEFFRE GAVA77A DATE $teA/erNo-wak/ 11�1o�20 � "` ' "" _ JEFFRE AVAZZA R.C.E. NO.: C59894 EXP.: 12/31/18 JES OWENS CHRIST HE L. MAG SKU CITY ENGINEER �Y 9�t DATE DATE DETAILS FOR: ENCINITAS MEMORIAL NORTH PARKING $CRIPPS HEALTH PLANNING CASE NO: 06-066 11 APN: 258-24Z'o6 13761-G PLANNING TM 11/10 REVIEWER JQO 11/10 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR WIT 11/10 SHEET 11 OF 12 0 N N a� to 60 � N n W ri 0 Lno� L ON QJ Q V L o vi 00 Cn C: rn Q N o u, ��O oo ImA r' .rr.a Q 9i • '' _ — — — — — 160 16 V ru r r r n r n r r EN MCA 0 NORTH O 15 30 60 90 SCALE- 1" = 30' CHANGE NO. DESCRIPTION APPROVED DATE 11 10/20 BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT LANDSCAPE PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING SCRIPPS HEALTH PLANNING CASE NO: 06-066 MUP APN: 258-242-06 DRAWING NO. L2.01 /± 13761-V BK FS BK 1 AS -BUILT SN DESCRIPTION: ENC-48, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E.NO.: C59894 JEFFREY GAVAZZA EXP.: 12/31 /18 MMEND APPROVED: --a f 1 REIS-Ot JESENS CHRISTO ER L. MAGMSKTJ /e CITY ENGINEER DATE DATE PUBLIC WORKS Nit --- JEFFREYGAVAZZA DATE t� St -eve, 11/10/20 PLANNING TM 11/10 REVIEWER JQO 11/10 CHRISTOPHER L. MAGDOSKU DATE INSPECTOR tM1A7 11/10 SHEET 12 OF 12 J J IJ O O � N � N Y � 3 � N Y n O 0 u OO N O n < _j O N �0 �1 i a T CJ N 0 N 1-1/2: 1 SLOPE UNLIMITED OR 2' LEVEL SURCHARGE 1 -0 (VEHICLE TRAFFlC) 1" CHAMFER 1" CHAMFER 1'-0" LEVEL SURFACE 7-T ill, 1" CHAMFER i �• - - -:: :r THERE SHALL BE NO LOADINGS EXTENDING ;; ABOVE TOP OF WALL x '.`.:. "' _ . v.. :, :, WITHIN A DISTANCE o z io� Y . �.;:•;.:;..•�;•,. -..•�:.:;.<.,. EQUAL TO HEIGHT OF ,,.; ; . w o .. .._.;^ ... THE WALL. 1'-0" MIN:: :` TYPE -A WALL 1'-0" MINI I 1'-0" MIN H/2 (APPLICABLE FOR ALL TYPES If''ll OF BACKFILL LOADINGS) H/2+10" TYPE-B WALL TYPE-C WALL TOP OF WALL EXPANSION JOINT 0 30'-O"t CENTERS (MAX) AND/OR 0 FINISHED GROUND LINE EACH STEP. REFERENCE ELEVATION WALL TYPE HEIGHT BASE CONCRETE CF/FT A V-6" 1'-0" 1.50 cu ft. 2'-0' 1'-0" 2.00 cu ft. 3'-0' 2'-4" 4.99 cu ft. B 4'-0' 2'-10" 7.66 cu ft. 5'-0' 3'-4" 10.82 cu ft. 6'-0' 3'-10" 14.49 cu ft. 3'-0' 1'-6" 3.75 cu ft. C 4'-0" 2'-0' 6.00 Cu ft. 5'-0" 2'-6" 8.75 cu ft. 6'-0" 3'-0' 12.00 cu ft. NOTE: SEE C-10 FOR SECTION A -A, NOTES AND DETAILS. Revision BylApproved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINALfiKerchvol 12 75 Add Metricon 03/03>0 15 Z018 Delete Metrla 03/„GRAVITY RETAINING WALLS Cho, erson R.C.E. 19246 Date Reviewed on 11/15 DRAWING C-09 NUMBER NOTE: CMU BLOCK TO MATCH EXISTING DEVONSHIRE WALL � I I I I L LAYOUT UNE EDGE OF FOOTING PLAN MORTAR CAP H=8'-O" H=5'-4" H=3'-8° MORTAR CAP C4 4 TOTAL 2 �2, m A BARS 32" x M Y QBARS I e 1n ao 0 08 BARS ° 0 2- a m OBARS 'Ln 2, ao °I? x o #4 TOTAL 2 O00 16` i6` �4• QD BARS Do C BAR 10° iv iv �D BARS 16• 3" CLR KEY -►14' - 94 0 12" QE BARS KEY OE BARS � w 1� 15 #4 0 12° TYPICAL SECTION 5'-4" MAX n ELEVATION TYPICAL SECTION OVER 5'-4` HORIZONTAL REINF. NOT SHOWN DIMENSIONS AND REINFORCING STEEL 8' H (MAX) 3'-8" 5'-4" -0" T (MIN) 0'-8° 1'-1` 1'-3° W (MIN) 2'-4° 5'-3" t,A�BARS �4032° �5016" �4024" ®BARS jJ5016" #4®24'• ©BARS #6®16" BARS #4032" #5012` �6016" QBARS /4 TOTAL 4 �4 TOTAL 5 #4 TOTAL 6 MAX SOIL PRESSURE 1100 PSF 2500 PSF 3000 PSF LEGEND SITE WALL WITH GUARDRAIL CONCRETE PAVING. REFER TO DETAIL 2, SHEET 2. D ESTIMATED EARTHWORK QUANTITIES CUT: 10 CUBIC YARDS ..........................................FILL..................................................................60 CUBIC YARDS NET (FILL): 50 CUBIC YARDS NOTES: 1. THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE TO BE USED FOR JURISDICTIONAL PLAN CHECKING AND PERMITTING PURPOSES ONLY. 2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES AND/OR CONTOURS. THE ESTIMATED EARTHWORK DOES NOT ACCOUNT FOR THE THICKNESS OF PAVEMENTS, FOOTINGS, CLEARING AND GRUBBING, OVER EXCAVATION AND RECOMPACTION, AND CONSTRUCTION MEANS AND METHODS. 3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE AND/OR EXPANSION FACTORS DUE TO COMPACTION OR OVER EXCAVATION QUANTITIES. 4. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES NECESSARY FOR HIS BID AND WORK. 5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ONSITE MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING ONSITE MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR REPLACEMENT. TOP CURB d­< z it Ii aI. -V) II II II II II II IVI LJ ELEVATION GALV. 1/4" THK. BEND PLATE, 4" PAINTED, TYP.--\ HANDRAIL - WHERE OCCURS. TOP OF - CURB TOP OF - SIDEWALK 0 SECTION GRIND SMOOTH 1 /8' TYP. 0 1 .;,;...` Dfwz w� I a ,n a I 1 -g o LEGEND SITE WALL WITH GUARDRAIL CONCRETE PAVING. REFER TO DETAIL 2, SHEET 2. D ESTIMATED EARTHWORK QUANTITIES CUT: 10 CUBIC YARDS ..........................................FILL..................................................................60 CUBIC YARDS NET (FILL): 50 CUBIC YARDS NOTES: 1. THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE TO BE USED FOR JURISDICTIONAL PLAN CHECKING AND PERMITTING PURPOSES ONLY. 2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES AND/OR CONTOURS. THE ESTIMATED EARTHWORK DOES NOT ACCOUNT FOR THE THICKNESS OF PAVEMENTS, FOOTINGS, CLEARING AND GRUBBING, OVER EXCAVATION AND RECOMPACTION, AND CONSTRUCTION MEANS AND METHODS. 3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE AND/OR EXPANSION FACTORS DUE TO COMPACTION OR OVER EXCAVATION QUANTITIES. 4. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES NECESSARY FOR HIS BID AND WORK. 5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ONSITE MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING ONSITE MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR REPLACEMENT. TOP CURB d­< z it Ii aI. -V) II II II II II II IVI LJ ELEVATION GALV. 1/4" THK. BEND PLATE, 4" PAINTED, TYP.--\ HANDRAIL - WHERE OCCURS. TOP OF - CURB TOP OF - SIDEWALK 0 SECTION GRIND SMOOTH 1 /8' TYP. 0 1 .;,;...` Dfwz w� I a ,n a I 1 -g o BOTTOM RAIL AT CURB CONDITION. - - CURB WHERE - = OCCURS. - - - X GALV. TS1-1/2" II II I GALV. 5/8"x5/8" SQ. BAR II II II x1-1/2" POST, II I PAINTED, TYP. VERTICAL MEMBERS, PAINTED, TYP. II I U I GALV. TS 1 -1 /2"x 1 -1 /2" I U L J BOTTOM RAIL, PAINTED, TYP. L J ELEVATION 161 (n (160.48) F6 02 I x y, 160.85 JOIN K161.19 (160.50) FS 161,00. � 1;8g 0.92 T61.74 i x a ss 0 a 161 46) Tr i °" 1 .4�JOIN CONSTR & CURB PER IV �N, SAN DIEGO REGIONAL \ �J STANDAR DETAIL G-01. 161.32 F m 1 a /s9 162.00 TC U{ 160.64) FS �3\ (' �161.39 FS 161.52 TC /Gg V Gg t(161.50) -JOIN b 161. 7 FS U 161.34 FS 1 162.20 TC 1 I 161.78 FS '�611.311) IC161.71 16 161.41 FS FS a GB I f(161.70)FS-JOIN I � 60.81) FS 162.31 TC ° 161.81 FS f(161 93)FS-JOIN 163.83 TC �s I 162.32 162.33 FS I x ° a JOIN 01) FL 162.88 TC 162.38 FS ! �s a Ar 161.76 FS a EXISTING SIDEWALK 161.88 FG a a TO BE DEMOLISHED � 15� (160.94) FS T U) Tn fn W SITE WALL PER SAN�PIEGO --,, REGIONAL STANDARD DRAWING C-03 OR C-09 PER ETAIL 1, HEREON. GUARDRAIL PER DETAIL 2, H REON. F(161.3 1 164.42 II EXISTING SEWER 163.92 162.92 LIFT STATION I I (162.14) T (161.64) , FS (161.83) FS SITE ALL PER SAN DIEGO REGION& STANDARD DRAWING C-03 OR C-09 PER DETAIL 1, HE EON. GUARDRAIL PER DETAIL 2, HEREON. 162.38 FS 162.29 r 1x62.62 4 � J a � a TC J 163.10 FS 162.43 FS a a 163.87 FS T .° / a 163.15 FS a w ° J� 4 7 163.20 FS a a a a Al o / a a °J - 4 J 164.55 FS '4 / a / a �4� ° 164.47 163.97 FS a 164.60 FS 165.60 164&0 F 14 APPROXIMATE LOCATION a OF EX. LIGHT POLE. 16546 TC PROTECT IN PLACE. 164.96 FS 164.96 F9 166,51 TW 165.30 FS ° a --� ' a 166.59 TW t(163.50) BW -� d 163.03 24 /- 162.87 EXISTING SIDEWALK TO BE DEMOLISHED 164.06 �4.45 165.99 FS SS, a / 166.01 TC ° d J 166.30 T 165.01 FS 165.80 / a S, -� JOIN-VIF a ° ° 166.04 FS / 4•8 167.14 .FS a APPROXIMATE LOCATION OF EX. FENCE. TO BE RELOCATED. x163.22 166.09 J J a ° / ±(167,616) FS JOIN-VIF a/ U' APPROXIMATE LOCATION OF EX. SCRIPPS SIGN. TO BE RELOCATED. M O x 162.12 x• x162.85 x164.01 x165. DEVONSHIRE DRIVE m _�� W _ 0 2.5' 5' N.T.S. N.T.S. NEW SHEET SCALE: 1 "=5' 11 I SITE WALL 2 GUARDRAIL I � CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK I FS I BK AS -BUILT - NEW SHEET SN 11110120 DESCRIPTION: ENC-48, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 �° 11/3/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/3/2020 R.C.E. NO.: C59894 JEFFREY GA AZZA EXP.: 12/31/18 RECOMMENDED: APPROVED: MER JESSE OWENS CITY ENGINEER 1!l/Olz000 DATE DATE GRADING DETAIL FOR: ENCINITAS MEMORIAL NORTH PARKING SCRIPPS HEALTH PLANNING CASE NO: 06-066 MUP APN: 258-241-33 C5.03 13761-G PUBLIC WORKS NA r�� JEFFREY GAVAZZA DATE .St-eve,No-wak, 11110120 PLANNING -TM 11/10 REVIEWER JQO 11/10 EDWARD J. WIMMER DATE INSPECTOR M-T 11/10 SHEET 13 OF 13 00 v N