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2017-13325 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER A g OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB HERRMAN AT (909) 728 -8694, CONCRETE WASHOUT SCRIPPS HEALTH g S S HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT 10140 Campus Point Road, Suite 210, CPA255 C S ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE San Diego, CA 92121 ti OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE 858- 678 -7080 yj p S DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE WASHOUT LOCATION. DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID SITE ADDRESS n E S Z G CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS 354 Santa Fe Driven C REQUEZA ST NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT Encinitas, CA, 92024 9 :3 q 5 TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL ? N z u o SITE AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. PANELS /PLATES. LEGAL DESCRIPTION H-{ > � < (PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. i m MELBA UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES 12205094- 993 -SD2 DATED MARCH 30, 2016) RD X THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF J S 55 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, m K m 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE AND IS DESCRIBED AS FOLLOWS: A TA FE R. GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL PARCEL C: APN 258 - 241 -32 AND 33 N CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE 72 Ow- ALL THAT PORTION OF LOTS 1, 2 AND 3 OF ENCINITAS HOSPITAL SUBDIVISION 4 N 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, < kQ FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ACCORDING TO MAP THEREOF NO. 7709 FILED IN THE OFFICE OF THE COUNTY O ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. RECORDER OF SAN DIEGO COUNTY ON JULY 20,1973; PARCELS 1 AND 2 OF DR. PARCEL MAP NO. 3787 FILED IN THE OFFICE OF THE COUNTY RECORDER OF 7z_ NPM REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SAN DIEGO COUNTY ON MAY 15, 1975; PARCELS 1, 2 AND 3 OF PARCEL MAP NO. INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE N DIEGO THE COUNTY RECORDER OF E IN THE OFFICE OF SA 0� INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL COUNTY 12961 FILED ED OCTOBER IC OF PARCEL 1 OF PARCEL MAP SA FILED 2. THE SOILS REPORT TITLED "UPDATED DRAFT REPORT" PREPARED BY KLEINFELDER DATED PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. VICINITY MAP 4113/2017, PROJECT# 20174135.001A SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 25,1972; PORTIONS N.T.S. GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE WEST HALF OF THE CONTAINED IN SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT SOUTHWEST QUARTER AND THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, ALL IN SECTION 15, TOWNSHIP 13 EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ALL IN THE CITY OF ENCINITAS, COUNTY 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES GRASSES TO SHIELD AND BIND THE SOIL. OF SAN DIEGO, STATE OF CALIFORNIA. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. OWNER'S CERTIFICATE PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. DRAIN SYSTEM. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS ON-SITE CONSTRUCTION MATERIAL STORAGE AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER ENGINEER OR A LICENSED LAND SURVEYOR. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A AND /OR THE TURF /LANDSCAPED AREAS. TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES, SIGNATURE: DATE: o 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN R INEY OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA TRAINING OWNER'S STATEMENT FOR SWPPP PROJECTS SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 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 DEVELOPMENT OF THIS PROJECT SHALL COMPANY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE IT TO AN ADEQUATE IMP /BMP. STORMWATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. WASTE MANAGEMENT COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER A COPY 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHOUT A PERMIT FROM THE CITY. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION; THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 13325 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. SWRCB NO. R9- 2009 -0001. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES NOI # GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.13325 -G HAS BEEN PERFORMED IN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 21 z��� SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND E DATE' ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO BRUCE RAINEY, VICE PRESIDENT 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. SCRIPPS HEALTH DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SOILS ENGINEER'S CERTIFICATE �CL£Iµ PELpB R AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE w e t AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE SITE. I, , A REGISTERED CIVIL ENGINEER IN E STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS REQUIRED FOR THIS STRUCTURE. THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER IFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE SAN DIEGUITO WATER DISTRICT NOTES: PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PREVALENT WITHIN THIS SITE WAS MADE BY ON APRIL 13, 2017. ONE COMPLETE COPY FOR THEIR INTENDED USE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH *0111 RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE SURFACES. OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST GRADING PLANS AND SPECIFICATIONS. DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE RED P MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT t� ROF REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR SIGNED: "� i QQOfESS /0 Ups F DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE FA•CR Po� Q� QPUL C s, NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS � a ti �� € F s y PROJECT. ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. RCE NO.: 7 &c__ (E Z6o6 y �� by 2c + 0 c, o 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN NOTIFICATIONS tz M � m 1 1 O � � ACCORDANCE WITH STANDARD SPECIFICATION. ALL VE ETABLE MATTER AND OBJECTIONABLE ac rT 2 G 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE EXP. DATE: -�}{� \2 �g t1 lg * E , %2 �Q a MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ` G U PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL T REMOVED TO SUITABLE FIRM NATURAL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES JOB #: NY: * - 4NFE14 Ig02o5. t GROUND. THE EXPOSED SOILS SHALL T. SCARIFIED TO A DEPTH OF 12 INCHES AND THEN IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY COMPANY: i(tC�WESTBER REE+, BUI:FE g288, BAN BIE88, 0A 92 161 IN �OF CAUF� COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S ADDRESS: PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, PHONE: 649"834538 gem_ "3950 9.EltaltRq.+ CEsaT� D�Ve s fE• CA SAw 9t6Cno CD 9iw 4 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: STATEMENT OF ENGINEER OF WORK I A,%um r Tme 94.6 AN9 Au.EPT Tt+6 RSSpoµstsn,t-fjSS OF 4Ebtemmt SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS A. SEWERS - CSD - (760)- 633 -2770 BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE o�F AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, C. WATER- SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER r,04L THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. D. TELEPHONE - SBC BELL - (760 }489 -3411 FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X -2233 REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH REMOVED' AND DISPOSED THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS ACCORDANCE WITH THE GRADING ORDINANCE. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN PHONE: (760)-633-2770. CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE O R OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ALL TREE', BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED DIEGO GAS AND ELECTRIC VAULTS. ( ) DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED O HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK 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 WAYS WATER METERS MUST B E IN FRONT OF THE PARCEL THEY ARE SERVING APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY 7• ALL WATER SERVICES CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. . B. IMPERVIOUS AREA EARTHWORK QUANTITIES AND SCOPE OF SUC GEN7 A D EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 117,620 SOFT CUT: 10,650 CY 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S URBAN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SOFT FILL: 21,450 CY SIGNATURE: DATE: FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS DECREASE IN IMPERVIOUS AREA: 117,620 SQFT IMPORT: 10,800 CY FFR GAV PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PARTS. DISTURBED AREA: 3.9 ACRES PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WDID# CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. QROFESS /0� THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE �a�y S. 0q` Fti PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT F WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE rn TREE REMOVAL. No. C59894� * Exp. 12/31/18 . JTgT CIVIL �P 2 2 Z L Cv L 2 I I$ �'�� ^�O 2/ F'S�Zo ( LL11 � 1 OFCAI�EO SI DATE SIGN DATE SIGN DATE SIGN DATE GDATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGIKED BY: ORAws BY: CHECBKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I CiOw M / 1 I DATE PLANS PREPARED UNDER SUPERVISIpt+OF RE OMMENDED: APPROVED: TITLE SHEET �+ DESCRIPTION: ENC -4B, 2.5" BRASS DISC ( PUBLIC WORK 25 / DATE: /��l t' �+0 "01 LOCATION: D T Ll�l/1 /'aiur.Y7 GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: PLANNING i rat JES OWENS /STEVE NOWAI CHRIST HER L. MA OSKU R.C.E. NO.: C59894 ��±± ELEVATION: 173.343 (2007 ELEV) CITY ENGINEER 13325 -V DATUM:NAVD88 Lk-k « REVIEWER r/y SCRIPPS HEALTH S, IOR. - FiV41A fdiC DATE F REYGA AZ EXP.: 12/31/18 INSPECTOR DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 SHEET 1 OF 14 7 0 C) c N N a N n ko � N 7J M n N N 0 Ln O LL L O 0 U N CD LL o :3vv (nn Q N O N 0 n_0 4J CHANGE NO. R Im FILTER FABRIC MATERIAL 2 "x2" 14 GA WIRE FABRIC OR EQUIV. 1:1 y 12" FOLD & SET FILTER \� c�i FABRIC INTO SOIL BACKFILL AND COMPACT THE EXCAVATED SOIL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC 2 "x2" WOOD POST OR STEEL FENCE POST r FILTER FABRIC MATERIAL 60" WIDE 2 "x2" WOOD POST ALT: ROLLS. USE STAPLES OR WIRE STEEL FENCE POST RINGS TO ATTACH FABRIC TO WIRE n SECTION A -A A' FRONT ELEVATION N 2 "x2" 14 GA WIRE FABRIC OR EQUIV. SERIES OF STEEL PLATES (3 OR MORE) WITH RUMBLE STRIPS OR MIN 4" COARSE AGGREGATE 2 NOTES: 1. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS INTO THE STORM DRAIN SYSTEM. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA. 3. IF A WASH RACK IS INCLUDED, A SEDIMENT TRAP OF SOME KIND MUST ALSO BE PROVIDED TO COLLECT WASH WATER RUNOFF. 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCE. STREET MAINTENANCE NOTES 1. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. 2. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT BECOMES VISIBLE. 3. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN SYSTEM NOTES: 1. SILT FENCE SHOULD BE USED IN COMBINATION WITH EROSION CONTROLS UP -SLOPE IN ORDER TO PROVIDE THE MOST EFFECTIVE SEDIMENT CONTROL. 2. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING AROUND THE FENCE. 3. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE WHERE FEASIBLE. 4. SILT FENCES SHOULD REMAIN IN PLACE UNTIL THE DISTURBED AREA DRAINING TO THE SILT FENCE IS PERMANENTLY STABILIZED, AFTER WHICH, THE SILT FENCE FABRIC AND POSTS SHOULD BE REMOVED AND PROPERLY DISPOSED. 5. J- HOOKS, WHICH HAVE ENDS TURNING UP THE SLOPE TO BREAK UP LONG RUNS OF FENCE AND PROVIDE MULTIPLE STORAGE AREAS THAT WORK LIKE MINI - RETENTION AREAS, MAY BE USED TO INCREASE THE EFFECTIVENESS OF SILT FENCE. 6. WHEN STANDARD STRENGTH FILTER FABRIC IS USED A WIRE MESH SUPPORT FENCE SHALL BE FASTENED TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 FT. LONG, TIE WIRES OR HOG RINGS. THE WIRE MESH SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 "(IN.). 7. STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE AND 40-(IN.) OF THE FABRIC SHALL EXTEND INTO THE TRENCH TO SECURE THE BACKFILL. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED AND THE FILTER FABRIC STAPLED OR WIRED DIRECTLY TO THE POSTS. 8. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL THEN CUT TO THE LENGTH OF THE BARRIER. WHEN JOINTS ARE NECESSARY FILTER FABRIC SHALL BE SPICED TOGETHER ONLY TO A SUPPORT POST WITH A MINIMUM 6-(IN.) OVERLAP AND BOTH SECURELY FASTENED TO THE POST. 9. THE TRENCH SHALL BE BACKFILLED WITH COMPACTED NATIVE MATERIAL. 10. IF 85% OR MORE OF A SOIL BY WEIGHT PASSES THROUGH THE OPENINGS IN A NO. 200 SIEVE (U.S. STANDARD) FILTER FABRIC SHALL NOT BE USED. 11. FILTER FABRIC MATERIAL SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES FAHRENHEIT TO 120 DEGREES FAHRENHEIT. DESCRIPTION 4" PVC PIPE FOR DRAINAGE (DEPENDING ON FIELD CONDITIONS) 1,9" FRONT VIEW �Lo Ho 12" m 4 "PVC PIPE MI IN. I M 48" MIN. CROSS- SECTION NOTES: 1. BAG MATERIAL: BAGS SHOULD BE WOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE FABRIC, MINIMUM UNIT WEIGHT OF 4 OUNCES /YDZ, MULLEN BURST STRENGTH EXCEEDING 300 LB /INZ IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D3786, AND ULTRAVIOLET STABILITY EXCEEDING 70% IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D4355. 2. BAG SIZE: EACH GRAVEL- FILLED BAG SHOULD HAVE A LENGTH OF 18 IN., WIDTH OF 12 IN., THICKNESS OF 3 IN., AND MASS OF APPROXIMATELY 33 LBS. BAG DIMENSIONS ARE NOMINAL, AND MAY VARY BASED ON LOCALLY AVAILABLE MATERIALS. 3. FILL MATERIAL: FILL MATERIAL SHALL BE 0.5 TO 1.0 INCH CRUSHED ROCK, CLEAN AND FREE OF CLAY, ORGANIC MATTER, AND OTHER DELETERIOUS MATERIAL, OR OTHER SUITABLE OPEN - GRADED, NON- COHESIVE, POROUS GRAVEL. 4. TURN THE ENDS OF GRAVEL BAG BARRIER UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND BARRIER. 5. USE PYRAMID APPROACH WHEN STACKING BAGS. % 2GRAVEL BAG RUNOFF OUTLET BARRIER J" TO 3" GRAVEL (12" HEEf 4 N.T.S. MIN. DEPTH) NOTES: DRAWINGS WIRE MESH (F OPENINGS) 1 TITLE SHEET SHEET 2 WITH FILTER FABRIC ON TOP 1. PLACE WIRE MESH OVER AND 1' (MINIMUM) BEYOND THE INLET STRUCTURE. (MESH OPENINGS NOT TO EXCEED J" x SURVEY (FOR REFERENCE ONLY) A24"± 4 DEMOLITION PLAN WIRE) 5 ROUGH GRADING PLAN SHEET 6 2. PLACE FILTER FABRIC OVER WIRE MESH. 7 GRADING PLAN (FOR REFERENCE ONLY) SHEET 8 STORM DRAIN PLAN SHEET 9 RETAINING WALL PROFILE PLAN SHEET GRAVEL BAG 7 STRUCTURAL NOTES SHEET 11 STRUCTURAL DETAILS 3. PLACE J" TO 3" GRAVEL OVER THE WIRE MESH WITH FILTER FABRIC (12" MINIMUM DEPTH OVER THE ENTIRE INLET STORM DRAIN PLAN (FOR REFERENCE ONLY) SHEET OPENING). FILTERED WATER SHEET 14 SECTION 4. BAG MATERIAL: BAGS SHOULD BE WOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE FABRIC, MINIMUM UNIT WEIGHT OF 4 OUNCES/YD, MULLEN BURST STRENGTH EXCEEDING 300 LB /INZ IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D3786, AND ULTRAVIOLET STABILITY EXCEEDING 70% IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM - - - DESIGNATION D4355. 2 BAGS HIGH AND STAGGERED ROWS OF GRAVEL BAGS (12" MINIMUM 5. BAG SIZE: EACH GRAVEL - FILLED BAG SHOULD HAVE A LENGTH OF 18 IN., WIDTH OF 12 IN., THICKNESS OF 3 IN., AND WIDTH & 12" MINIMUM HEIGHT) MASS OF APPROXIMATELY 33 LBS. BAG DIMENSIONS ARE NOMINAL, AND MAY VARY BASED ON LOCALLY AVAILABLE DROP INLET W/ GRATE. MATERIALS. SIZED PER PLAN 6. FILL MATERIAL: FILL MATERIAL SHALL BE 0.5 TO 1.0 INCH CRUSHED ROCK, CLEAN AND FREE OF CLAY, ORGANIC MATTER, GRAVEL OVER ENTIRE WIRE AND OTHER DELETERIOUS MATERIAL, OR OTHER SUITABLE OPEN- GRADED, NON- COHESIVE, POROUS GRAVEL. MESH WITH FILTER FABRIC ESS /0^, 7_ USE PYRAMID APPROACH WHEN STACKING BAGS. ` r'No."'C59894 8. LEAVE GAP OF ONE BAG ON TOP ROW TO SERVE AS SPILLWAY. � PLAN APPROVED DATE BENCHMARK DESCRIPTION: ENC -413, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 AS -BUILT APPROVALS `- "p` I PLANNING �� • l \ REVIEWER DATE INSPECTOR Exp. 12/31/18 . CIVIL INT. DATE PLANS PREPAF 1 ED UNDER SUPERVI N OF 3 Zg ` DATE: Z y' ' 3 yi R.C.E. NO.: C59894 , , ( FFRE A EXP.: 12/31/18 I I: l L l I' I I �I C; AREA OF WORK F� � r v s T TL pk I� II �� `a III � i III FE DRIVE SCRIPPS MEMORIAL ENCINITAS CAMPUS MAP ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECOMMENDED: APPROVED: EROSION CONTROL DETAILS AND KEY MAP 6L"4 /ynAWD" CHRISTOPHER L. MA S / OSKO GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING JESS OWEN°T ^�;;v ++nii CITY ENGINEER SCRIPPS HEALTH 3A_63 s 4R ao /l3 DATE DATE PLANNING CASE NO: 06 -066 MUP APN:258- 241 -33 DRAWING NO. 00.02 13325 -G SHEET 2 OF 14 0 CD v N 0) Ln L Ln N � N �o 0 30 U N a o u o6 m cn 0 N CND 3O i SHEET INDEX: CIVIL DRAWINGS SHEET 1 TITLE SHEET SHEET 2 EROSION CONTROL DETAILS AND KEY MAP SHEET 3 SURVEY (FOR REFERENCE ONLY) SHEET 4 DEMOLITION PLAN SHEET 5 ROUGH GRADING PLAN SHEET 6 EROSION CONTROL PLAN SHEET 7 GRADING PLAN (FOR REFERENCE ONLY) SHEET 8 STORM DRAIN PLAN SHEET 9 RETAINING WALL PROFILE PLAN SHEET 10 STRUCTURAL NOTES SHEET 11 STRUCTURAL DETAILS SHEET 12 STORM DRAIN PLAN (FOR REFERENCE ONLY) SHEET 13 CIVIL DETAILS (FOR REFERENCE ONLY) SHEET 14 LANDSCAPE PLAN (FOR REFERENCE ONLY) II �� `a III � i III FE DRIVE SCRIPPS MEMORIAL ENCINITAS CAMPUS MAP ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECOMMENDED: APPROVED: EROSION CONTROL DETAILS AND KEY MAP 6L"4 /ynAWD" CHRISTOPHER L. MA S / OSKO GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING JESS OWEN°T ^�;;v ++nii CITY ENGINEER SCRIPPS HEALTH 3A_63 s 4R ao /l3 DATE DATE PLANNING CASE NO: 06 -066 MUP APN:258- 241 -33 DRAWING NO. 00.02 13325 -G SHEET 2 OF 14 0 CD v N 0) Ln L Ln N � N �o 0 30 U N a o u o6 m cn 0 N CND 3O i O O N N 6) � a 7 t � N n N O, OLL �rn 0 p U N o rio6 y m (nQMH p N N °�O TOPOGRAPHIC SUR VEY N LEGAL DESCRIPTION: / � (PER CHICAGO TITLE INSURANCE COMPANY ORDER N0 .12205094- 993 -602 DATED MARCH 30, 2016) EXCEPTIONS: (PERCHICAGO TITLE INSURANCE COMPANY ORDER NO. 12205094 - 993802 DATED MARCH 30.2016) COMMENTS „ 14 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. °Ep 6Y' THE LAND REFERRED TO HEREIN BELOW IS SRUATED IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN COORDINATE CONTROL ... COORDINATE CONTROL WAS ESTABLISHED THROUGH FOUND MONUMENTS ON DEVONSHIRE DR. DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY AND PER AERIAL CONTROL FROM PROVIDED PREVIOUS SURVEY. p -�j PROJECT SITE PURPOSE:. PUBLIC UTILITIES, INGRESS, EGRESS INDICATES TIRE REPORT EXCEPTION NUMBER PLOTTED HEREON PARCEL C: APN 258- 241 -32 AND 33 0 „ RECORDED:.DECEMBER 22, 1948 IN BOOK 3058, PAGE 749 OF OFFCIAL RECORDS • AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. ALL THAT PORTION Of LOT5 1, 2 AND 3 OF ENCINITAS HOSPTAL SUBDMSION ACCORDING TO MAP APN No......... 258- 241 -32 THEREOF N0. 7709 FlLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JULY Q AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. 20, 1973; PARCELS i AND 2 OF PARCEL MAP N0. 3767 FLED IN THE OFFCE OF THE COUNtt PUBLIC ACCESS ... PUBLIC ACCESS TO SITE FROM DEVONSHIRE DRNE. RECORDER OF SAN DIEGO COUNTY ON MAY 15, 1975; PARCELS 1, 2 AND 3 OF PARCEL MAP N0. 72967 GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY s " FlLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 27, 1983; PARCEL PURPOSE:. PUBLIC UTILITIES, INGRESS, EGRESS 1 OF PARCEL MAP N0. 838 FlLED IN THE OFFICE OF THE COUNN RECORDER OF SAN DIEGO COUNTY ON RECORDED:.NOVEMBER 18, 1952 IN BOOK 4658, PAGE 65 OF OFFCIAL RECORDS � MAY 25, 1972; PORTIONS tlF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE WEST HALF OF AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. UTILITY NOTE 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 16 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THEREfO AS SET FORTH IN A DOCUMENT. ALL OBSERVED UTIUIIES SHOWN ON THIS MAP WERE OBTAINED BY' CONVENTIONAL MEANS. THEY ARE FOR INFORMATION THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST ONLY. NO REPRESENTATION IS MADE AS TO THE COMPLETENESS OR ACCURACY OF SAID INFORMATION AND ANY USER QUARTER, ALL IN SECTION 75, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ALL IN GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY OF THIS INFORMATION SHOULD CONTACT THE UTILffY OR GOVERNMENIT AGENCY DIRECTLY. s+Nra THE Cf1Y OF ENCINRAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED PURPOSE:. PUBUC UTILITIES, INGRESS, EGRESS AS FOLLOWS' RECORDED:.00TOBER 79, 1953 IN BOOK 5020, PAGE 199 OF OFFICIAL RECORDS BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 2 OF SAID PARCEL MAP N0. 12961; THENCE ALONG AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTK)N OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. NOTE VICINITY MAP THE SOUTHERLY LINE OF SAID PARCEL SOUTH 6839'35° WEST 177.27 FEET; THENCE NORTH 89L30'23" NOT 70 SCALE 18 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. WEST 208.19 FEET; THENCE SOUTH 01'02'43° WEST 50.00 FEET; THENCE NORTH 89'30'23" WEST 622.27 - 7. EXISTING BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN IN GRAYSCALE PER PRIOR SURVEY - FEET; THENCE NORTH 01'01'53" EAST 1329.78 FEET; THENCE NORTH 01'01'23° EAST 850.91 FEET; GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY PROVIDED BY CLIENT. NO REPRESENTATION IS MADE AS TO THE COMPLETENESS OR ACCURACY OF THENCE SOUTH 88_56'18" EAST 25.00 FEET; THENCE NORTH 70'46'35" EAST 43.40 FEET; THENCE SOUTH PURPOSE:. PUBLIC UTILITIES, INGRESS, EGRESS SAID INFORMATION. -.. 19'21'52" FAST 674.85 FEET; THENCE SOUTH 29'24'46'FAST 268.69 FEET; THENCE SOUTH 29'24'46" RECORDED:. JUNE 3, 7954 IN BOOK 5256, PAGE 328 OF OFFCIAL RECORDS EAST 332.73 FEET; THENCE SOUTH 2T30'28" EAST 600.26 FELT; THENCE SOUTH 13'30'36" EAST 451.36 2. OTHER TOPOGRAPHIC INFORMATION SHOWN HEREON IS PER KPFF FIELD SURVEY PERFORMED ON FEET TO THE POINT OF BEGINNING. 19 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SEF FORTH IN A DOCUMENT. 72/20/2016. GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY � _ PURPOSE:. PUBLIC UNLIDES, INGRESS, EGRESS RECORDED:.JUNE 3, 1954 IN BOOK 5256, PAGE 364 OF OFFlCIAL RECORDS AFFECTS:. THE ROUTE THEREOF AFFECTS A PORDON OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. - -- ABBREVIATIONS 33 EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SHOWN OR AS OFFERED FOR DEDICATION ON THE ASPH ASPHALT RECORDED MAP SHOWN BELOW. AC ASPHALT CONCRETE MAP OF :. ENCINRAS HOSPITAL SUBDMSION, MAP N0. 7709, FILED JULY 20, 1973 / EASEMENT BW BACK OF WALK PURPOSE:. 10'DRAINAGE XXX AFFECTS:. LOT 4 OF SAID MAP AFFECTING PARCEL 1A HEREIN DESCRIBED CF CURB FACE CONC CONCRETE � AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SEr FORTH IN A DOCUMENT. / CAN CABLE N DLL BOX GRANTED TO:. SAN DIEGUITO WATER DISTRICT / ?p / PURPOSE:. WATER LINE 156.82_ / CBW CONCRETE BLOCK WALL RECORDED:.FEBRUARY 9, 2010 AS INSTRUMENT N0. 2010 - 0067276 OFFCIAL RECORDS C 762.14 TW CBRW CONCRETE BLOCK RETAINING WALL AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 148.75 761.15 aw 158.04 NG vG 159.44 NG � / D/W DRIVEWAY APRON - PORTION OF INSTRUMENT QUITCLAIMED PER DDC ND. 2077 - 0063357 OFFICIAL RECORDS RECORDED FEBRUARY 7, 2077. 148.05 148.34 FLV 162.13 ELEV ELEVAl10N - VG 6i AC CL HP g� AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. 146.32 .149.92 26$' 161.6 F62 ELEC ELECTRICAL - FLV VG f AC I 7s so GRANTED TO:. SAN DIEGUITO WATER DISTRICT 1.46 44 148.46 1.61 13 TW ]6 ] 99 TO ELV ELECTRICAL VAULT PURPOSE:. A PIPE UNE OR PIPE LINES VG - � 2�Og F6 VC 160 OS NG RECORDED:.SEPTEMBER 27, 2071, AS INSTRUMENT N0. 2017 - 0502375 OF OFFICIAL RECORDS FL FLOW UNE AFFECTS;. THE ROUTE THEREOF AFFECTS A PORTION OF SND LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. / VG 146.78 15g,7g 160.61 7C FS FINISH SURFACE (HAROSCAPE) 144.52 � CLF 58 10' DEC I -160 36 LIP - 0 EASEMENTS) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: FLV FOV FIBER OPTIC VAULT (TELEPHONE) � v v v v H/C HANDICAP GRANTED T0: CITY OF ENCINITAS 9 ,5,y N , o � 601 C� 159.83 TC PURPOSE: PUBUC STREET 143.33 01 0' � � S �- I 159.47 -FLU LA LANDSCAPE AREA RECORDING OATE:MARCH 20, 2012 138.16 FL NG 1w �F� R1 x 159 60 LIP RECORDING N0: 2012 - 0762626 OF OFFICIAL RECORDS 48" PIPE LP LAMP POSj AFFECTS: THE ROUTE THEREOF AFFECTS A PORDON OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. t 43 40. / 291 < ^. "! 159.84 TC UP UP CF GUTTER 140.05 NG 2017 - 0063351 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. N � I ( I 159 37 FL ' MH MANHOLE VG 141.NG 14588UGx�/ 159 46 LIP NS NEWSPAPER STAND I'l GRANTED TO:. SAN DIEGUTTO WATER DISTRICT 147.93 - 146.19 139 60 ,yp" ji 1 159.79 TC PURPoSE:. WATER LINE 17" EUC 8" DEC FL 140.00 NTS NOT TO SCALE RECORDED:. FEBRUARY 7, 2017 AS INSTRUMENT N0. 2077 - 0063357 OFFICIAL RECORDS 'S VG � k60 50 G0 - 159.37 AC 1 I6 3 - 146.75 8 k � AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 20 10" EUC 1G6EJG 1V1G /ESC 159.)2_ I 14C� N SDWD WATER EASEMENT PCL PARCEL 143.28 44.77 FL 10' DEC 1201 IaO. DOC N0. 2017 - 0063351 A" � 12" PIPE -✓ PLOTTED HEREON 142 32 VC EUG 1 756.23 10 "SDEC 159 56 ry SS SANITARY SEWER 143.25 FLV 2? n911 145.39 FL 0 DEC � I I n SSMH SANITARY SEWER MANHOLE $ VG j10" ECG .. ,.1 y EGG 16" PIPE 8' DEC 8'I� SL STREET LIGHT NOTE r � " °l / 148.07 1 88 750.10 159.80 TC 1 yy�� t t J� 8" EU 1A698 150. UG EUC � TGI � Iv SLPB STANDARD LIGHT PULL BOX � O I I O �� / \ � � EXCEPTION INFORMATION SHOWN HEREON UPDATED WITHOl1T BENEFIT OF AN UPDATED TITLE REPORT. � 145 -58 95'_ .GCF. 18 G 20 751..23 �, o`sa 759 37 AC I T TELEPHONE j� a .r ,,,. �-°s �` �•' l- 146.63 � 12 2g o . � srn FLV EUG 1k EU 12" DEC 159 68 TC -' TC TOP OF CURB 1 �-° .- •- r •: -' 146.52 I � 1ti EJ � o� I iS J. 159.34 AC d TRW TREE WELL + .'14790 / VG 1481 1524 �C 1h968G It6 3 TSPB 1RAFFlC SIGNAL PULL BOX ``� >•�` - � �� .. -'. 7 48 78 F _ A 65 18'• EUG 1� E 12 6530 C 157 36 10 5 DEC i LAC '...I V 61 15225 VLT VLT 149.09 74882 „EUG �`N `�'' NrN � 35 DEC 3„ DEC 159:67_ 149.99 ' WIF WROUGHT IRON FENCE V F� VG 759.7D9CTC (PARKING LOT) i5g.35 AG WV WATER VALVE 150.03 CLF 151 46 % VG cL cENTERUNE 1szs4 sl (ASPHALT PAVEMENT) iss:7sz nc VG7 CLF- 153.62 152,46 1 � `755.50 _ I FLV - VG 8" DEC _155.45 91 IAC�4I; 154.64 3" DEC 156.61 158.49_ - �I V 155.59 cr rn o 156.09 154.41 CLF- p 156.28_ 14" DEC 3" DEC 3" DEC E a 154.71 � VC 12" DEC 159.48 120 155.58 F -n �-- (�finn 2 (L�I� �n�7 MIS �p � - 161.54 �I LEGEND � ll��lnl���l1V 01>' �o � �� �W LS �r, VV o � �� �W 15 ITV r, LS r, � ®F 3° DEC ?�i I� sDM VG�15S.86 `;j'' 160.06 TC I I 24" PIP MR RELEASE VALVE N � q � � D D � I I z 153.92 FL VG 1�1y/q,1y�/ II �(� M n � (�`� 159.57 AC Fj 157.45 156.79 9 2A 52W CLF 41 857DEC {� � OF BECT� ©� 1 59 7OWII VE(1 t1�t1� 1 3 8v9 HL�1R�J �- 160.73 TC I I I 1231PIPELI I F; 1�G�1C[� �nVVv �4 _ 160.27 AC AREA UGHi 153 99 F BOLLARD vGt 'BEGS FL 208 DEC 158.47 � � II - ;10" DEC � �:/�/o NJv �..v B vlll/Uv 3" DEC. 3' DEC 158.35 d 177.88 160.49 24" PIPE 1sa.Da DRAIN 159.00 VG BEG 159.96 0 28 ZP �owo X12" DEC X1.58.37 � 8" DEC 159.06 - - 161.19 I I 16 .95 CLF. F 16040 1? 9�a8 � s 160.14 TC 10" DEC � AC GB 7 59:62 160. G 15 G V O -- •' 1 °- D o 0 12" DEC 3' DECD I L ELECTRIC MANHOLE - + t r� 159.58 AC 159.25 VG / VG. 159.9 0. 161 75 TC FIRE HYDRANT -VG BEG .... .` 58.51 FLV F a 161..30 AC 156.51 159.13 �LV 760.41 160.12 TC a o ^ o � � � ¢ ti a � < U 163.05 TC � r 116 89 IRRIGAl10N CONTROL VALVE CLF 5 .23� BEG 159.52 VG 15g 88 TG 159.59 AC o o ro n m � a 162.66 AC -- -pC '. 33)1 - FLV BEG VG 160 46 G ,o o o m N •_ v 163.40 GAS METER a UG END 162 60 1515 6 � 10' DEC I � VG END PARKING METER � 171.53 160.35 TC -163 22 TC I 165.24 IC FLV GB F \�o .'VG BEG 771 60. 173.10 159.84 AC "°" 157.78 FL �SDM 16 .68 A I 20' 164.81A 170.28 166.44 TC � ._- $EWER',MANHOLE 170.97 WL GB '� 12" P]PE j O q6 3? FLV VG 174.09 �/-WL � 770.02 9 69 45 - 168A8 - - 165 33 TC j°--'-r- ' SIGN qg. NG_" / �WL �WL 162.40 172.96 .� $ �(t q0 �1 165.42 163.92 184 g7 AC 166.01 A 162.50 ' 163.26 163.83 166.96 TC 1 I \ � -I STREET LIGHT _ _..... - WL WL 162.29. WL :10 iW -___ ___ __________ N01 °05_23 "E 176.69 176.15 WL WL WL -GB.. 166.56 168.09, .� o.. ��_ - -_ - -_ 170.6`1 - STREET LIGHT PULLBOX CLF N88 °56'18 "W �Lo ro - - - -- --------- .---- _______ 852.61' 168.23 - 16568 168.61 25.00' � o a a i8 iG4.89 - - NG- -- -- -- --- -- - - -- - SIG - -._ .166.75 1 o a 176.39 9 �JG - - � �- TRAFFlq SIGNAL CONTROL BOX ACS - - - 770.66 19 iv n 166.64 I r 767.69) AC� 173.13 174.77 175.71 -� w FL I I� 76671 AC o AC - AC N01 °05'23 "E 176.87 176.90 - - TRLL a AC AC AC - AC6.27 175.55 AC4.3P AC2.66 850.97' 168.01 -- 166.68 � 166.12- (17' EP AC 171.54 7 69:50 N AC AC GB 166:48' U11Utt POLE I WATER METER BENCHMARK INFORMATION WRIER VALVE ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE FOLLOWING BENCHMARK: OVERHEAD UilUtt LINE #1048 ENC -48 PER R.0.5. N0. 20188, SET 2.5" BRASS DISK STAMPED "ENC -48, L.S. 7322" CHAIN LINK TEMP FENCE IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA wRWGHT IRON FENCE FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO LN+o� SCRIPPS MEMORIAL HOSPITAL. ENCINITAS. Dl9�ny signed by chasmpher CONCRETE BLOCK WALL Jones, PLS ELEV. = 173.343 FT; NAVD 1988, ZONE 6 2007.0 EPOC 5/08/2008 DN C=Us, Christopher ,tones, "PLS E chna.iPnesra�kpfi.com, � 310 SANTA FE DRIVE _ D- KPFF:OU =IA Survey, No.8193 ENCINITAS, CA 92024 L� ,k * 6 PROJECT# 1600756 CN "Christopher Jones, PLS" Date. 2018.02.0514.15.07 - 08.00' 02 /05/2016 5 DATE PREPARED 111812016 Q OF r. %1 4 PREPARED FOR: JONES. 3 02/01/2018 ADDED DRAINAGE EASEMENT PER TRACT 7709. ( PER REQUEST) DRAWN av DA 1q)ff CHRIS.JONES®ICPFF.COM ~ 2 70/04/2017 ADDED SOYA WRIER EASEMENT. (RECORDING INFO FRONDED) Bob Herrman CHECKED BY CJ 700 South Flower St, 6ulte 2100 Ul Scripps Health Facilities Design & Construction Los Angeles, C4 90017 W 7 06/09/2017 ADDED SOWD WATER EASEMENT. (RECORDING INFO NOT FRONDED) 4275 Campus Point Ct. D: 213.418.0201 = San Diego, CA 92121 F: 213.266s294 (q N0. DATE REVISIONS www. koffrom 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 � INIT. DATE PLANS PREPARED UNDER SUPERVI � I 9 N OF RE OMMENDED: APPROVED: SURVEY FOR REFERENCE ONLY C1 d� DESCRIPTION: ENC -48, 2.5" BRASS DISC " ry LOCATION: PUBLIC WORK 3 '« DATE: Z / (�ff • RECORD FROM: J� F D T PLANNING 'y �) JESEV ENS.iT CHRI OP ER L. MAG SKU GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING /± ELEVATION: 173.343 (2007 ELEV) r� R.C.E. NO.: C59894 CITY ENGINEER 13325 -G l.�- l -��► REVIEWER -y�i,� SCRIPPS HEALTH DATUM: NAVD88 E FRE G � -� (g 3-a -a °� � S6 .ia1C_B.tAaiACA9 EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 INSPECTOR 1"R" "u DATE L � SHEET 3 OF 14 O O N N 6) � a 7 t � N n N O, OLL �rn 0 p U N o rio6 y m (nQMH p N N °�O TOPOGRAPHIC SUR VEY N LEGAL DESCRIPTION: / � (PER CHICAGO TITLE INSURANCE COMPANY ORDER N0 .12205094- 993 -602 DATED MARCH 30, 2016) EXCEPTIONS: (PERCHICAGO TITLE INSURANCE COMPANY ORDER NO. 12205094 - 993802 DATED MARCH 30.2016) COMMENTS „ 14 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. °Ep 6Y' THE LAND REFERRED TO HEREIN BELOW IS SRUATED IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN COORDINATE CONTROL ... COORDINATE CONTROL WAS ESTABLISHED THROUGH FOUND MONUMENTS ON DEVONSHIRE DR. DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY AND PER AERIAL CONTROL FROM PROVIDED PREVIOUS SURVEY. p -�j PROJECT SITE PURPOSE:. PUBLIC UTILITIES, INGRESS, EGRESS INDICATES TIRE REPORT EXCEPTION NUMBER PLOTTED HEREON PARCEL C: APN 258- 241 -32 AND 33 0 „ RECORDED:.DECEMBER 22, 1948 IN BOOK 3058, PAGE 749 OF OFFCIAL RECORDS • AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. ALL THAT PORTION Of LOT5 1, 2 AND 3 OF ENCINITAS HOSPTAL SUBDMSION ACCORDING TO MAP APN No......... 258- 241 -32 THEREOF N0. 7709 FlLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON JULY Q AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. 20, 1973; PARCELS i AND 2 OF PARCEL MAP N0. 3767 FLED IN THE OFFCE OF THE COUNtt PUBLIC ACCESS ... PUBLIC ACCESS TO SITE FROM DEVONSHIRE DRNE. RECORDER OF SAN DIEGO COUNTY ON MAY 15, 1975; PARCELS 1, 2 AND 3 OF PARCEL MAP N0. 72967 GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY s " FlLED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 27, 1983; PARCEL PURPOSE:. PUBLIC UTILITIES, INGRESS, EGRESS 1 OF PARCEL MAP N0. 838 FlLED IN THE OFFICE OF THE COUNN RECORDER OF SAN DIEGO COUNTY ON RECORDED:.NOVEMBER 18, 1952 IN BOOK 4658, PAGE 65 OF OFFCIAL RECORDS � MAY 25, 1972; PORTIONS tlF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, THE WEST HALF OF AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. UTILITY NOTE 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 16 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THEREfO AS SET FORTH IN A DOCUMENT. ALL OBSERVED UTIUIIES SHOWN ON THIS MAP WERE OBTAINED BY' CONVENTIONAL MEANS. THEY ARE FOR INFORMATION THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST ONLY. NO REPRESENTATION IS MADE AS TO THE COMPLETENESS OR ACCURACY OF SAID INFORMATION AND ANY USER QUARTER, ALL IN SECTION 75, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ALL IN GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY OF THIS INFORMATION SHOULD CONTACT THE UTILffY OR GOVERNMENIT AGENCY DIRECTLY. s+Nra THE Cf1Y OF ENCINRAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED PURPOSE:. PUBUC UTILITIES, INGRESS, EGRESS AS FOLLOWS' RECORDED:.00TOBER 79, 1953 IN BOOK 5020, PAGE 199 OF OFFICIAL RECORDS BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 2 OF SAID PARCEL MAP N0. 12961; THENCE ALONG AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTK)N OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. NOTE VICINITY MAP THE SOUTHERLY LINE OF SAID PARCEL SOUTH 6839'35° WEST 177.27 FEET; THENCE NORTH 89L30'23" NOT 70 SCALE 18 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. WEST 208.19 FEET; THENCE SOUTH 01'02'43° WEST 50.00 FEET; THENCE NORTH 89'30'23" WEST 622.27 - 7. EXISTING BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN IN GRAYSCALE PER PRIOR SURVEY - FEET; THENCE NORTH 01'01'53" EAST 1329.78 FEET; THENCE NORTH 01'01'23° EAST 850.91 FEET; GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY PROVIDED BY CLIENT. NO REPRESENTATION IS MADE AS TO THE COMPLETENESS OR ACCURACY OF THENCE SOUTH 88_56'18" EAST 25.00 FEET; THENCE NORTH 70'46'35" EAST 43.40 FEET; THENCE SOUTH PURPOSE:. PUBLIC UTILITIES, INGRESS, EGRESS SAID INFORMATION. -.. 19'21'52" FAST 674.85 FEET; THENCE SOUTH 29'24'46'FAST 268.69 FEET; THENCE SOUTH 29'24'46" RECORDED:. JUNE 3, 7954 IN BOOK 5256, PAGE 328 OF OFFCIAL RECORDS EAST 332.73 FEET; THENCE SOUTH 2T30'28" EAST 600.26 FELT; THENCE SOUTH 13'30'36" EAST 451.36 2. OTHER TOPOGRAPHIC INFORMATION SHOWN HEREON IS PER KPFF FIELD SURVEY PERFORMED ON FEET TO THE POINT OF BEGINNING. 19 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SEF FORTH IN A DOCUMENT. 72/20/2016. GRANTED TO:. SAN DIEGO GAS AND ELECTRIC COMPANY � _ PURPOSE:. PUBLIC UNLIDES, INGRESS, EGRESS RECORDED:.JUNE 3, 1954 IN BOOK 5256, PAGE 364 OF OFFlCIAL RECORDS AFFECTS:. THE ROUTE THEREOF AFFECTS A PORDON OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. - -- ABBREVIATIONS 33 EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SHOWN OR AS OFFERED FOR DEDICATION ON THE ASPH ASPHALT RECORDED MAP SHOWN BELOW. AC ASPHALT CONCRETE MAP OF :. ENCINRAS HOSPITAL SUBDMSION, MAP N0. 7709, FILED JULY 20, 1973 / EASEMENT BW BACK OF WALK PURPOSE:. 10'DRAINAGE XXX AFFECTS:. LOT 4 OF SAID MAP AFFECTING PARCEL 1A HEREIN DESCRIBED CF CURB FACE CONC CONCRETE � AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SEr FORTH IN A DOCUMENT. / CAN CABLE N DLL BOX GRANTED TO:. SAN DIEGUITO WATER DISTRICT / ?p / PURPOSE:. WATER LINE 156.82_ / CBW CONCRETE BLOCK WALL RECORDED:.FEBRUARY 9, 2010 AS INSTRUMENT N0. 2010 - 0067276 OFFCIAL RECORDS C 762.14 TW CBRW CONCRETE BLOCK RETAINING WALL AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 148.75 761.15 aw 158.04 NG vG 159.44 NG � / D/W DRIVEWAY APRON - PORTION OF INSTRUMENT QUITCLAIMED PER DDC ND. 2077 - 0063357 OFFICIAL RECORDS RECORDED FEBRUARY 7, 2077. 148.05 148.34 FLV 162.13 ELEV ELEVAl10N - VG 6i AC CL HP g� AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. 146.32 .149.92 26$' 161.6 F62 ELEC ELECTRICAL - FLV VG f AC I 7s so GRANTED TO:. SAN DIEGUITO WATER DISTRICT 1.46 44 148.46 1.61 13 TW ]6 ] 99 TO ELV ELECTRICAL VAULT PURPOSE:. A PIPE UNE OR PIPE LINES VG - � 2�Og F6 VC 160 OS NG RECORDED:.SEPTEMBER 27, 2071, AS INSTRUMENT N0. 2017 - 0502375 OF OFFICIAL RECORDS FL FLOW UNE AFFECTS;. THE ROUTE THEREOF AFFECTS A PORTION OF SND LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. / VG 146.78 15g,7g 160.61 7C FS FINISH SURFACE (HAROSCAPE) 144.52 � CLF 58 10' DEC I -160 36 LIP - 0 EASEMENTS) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: FLV FOV FIBER OPTIC VAULT (TELEPHONE) � v v v v H/C HANDICAP GRANTED T0: CITY OF ENCINITAS 9 ,5,y N , o � 601 C� 159.83 TC PURPOSE: PUBUC STREET 143.33 01 0' � � S �- I 159.47 -FLU LA LANDSCAPE AREA RECORDING OATE:MARCH 20, 2012 138.16 FL NG 1w �F� R1 x 159 60 LIP RECORDING N0: 2012 - 0762626 OF OFFICIAL RECORDS 48" PIPE LP LAMP POSj AFFECTS: THE ROUTE THEREOF AFFECTS A PORDON OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. t 43 40. / 291 < ^. "! 159.84 TC UP UP CF GUTTER 140.05 NG 2017 - 0063351 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. N � I ( I 159 37 FL ' MH MANHOLE VG 141.NG 14588UGx�/ 159 46 LIP NS NEWSPAPER STAND I'l GRANTED TO:. SAN DIEGUTTO WATER DISTRICT 147.93 - 146.19 139 60 ,yp" ji 1 159.79 TC PURPoSE:. WATER LINE 17" EUC 8" DEC FL 140.00 NTS NOT TO SCALE RECORDED:. FEBRUARY 7, 2017 AS INSTRUMENT N0. 2077 - 0063357 OFFICIAL RECORDS 'S VG � k60 50 G0 - 159.37 AC 1 I6 3 - 146.75 8 k � AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. 20 10" EUC 1G6EJG 1V1G /ESC 159.)2_ I 14C� N SDWD WATER EASEMENT PCL PARCEL 143.28 44.77 FL 10' DEC 1201 IaO. DOC N0. 2017 - 0063351 A" � 12" PIPE -✓ PLOTTED HEREON 142 32 VC EUG 1 756.23 10 "SDEC 159 56 ry SS SANITARY SEWER 143.25 FLV 2? n911 145.39 FL 0 DEC � I I n SSMH SANITARY SEWER MANHOLE $ VG j10" ECG .. ,.1 y EGG 16" PIPE 8' DEC 8'I� SL STREET LIGHT NOTE r � " °l / 148.07 1 88 750.10 159.80 TC 1 yy�� t t J� 8" EU 1A698 150. UG EUC � TGI � Iv SLPB STANDARD LIGHT PULL BOX � O I I O �� / \ � � EXCEPTION INFORMATION SHOWN HEREON UPDATED WITHOl1T BENEFIT OF AN UPDATED TITLE REPORT. � 145 -58 95'_ .GCF. 18 G 20 751..23 �, o`sa 759 37 AC I T TELEPHONE j� a .r ,,,. �-°s �` �•' l- 146.63 � 12 2g o . � srn FLV EUG 1k EU 12" DEC 159 68 TC -' TC TOP OF CURB 1 �-° .- •- r •: -' 146.52 I � 1ti EJ � o� I iS J. 159.34 AC d TRW TREE WELL + .'14790 / VG 1481 1524 �C 1h968G It6 3 TSPB 1RAFFlC SIGNAL PULL BOX ``� >•�` - � �� .. -'. 7 48 78 F _ A 65 18'• EUG 1� E 12 6530 C 157 36 10 5 DEC i LAC '...I V 61 15225 VLT VLT 149.09 74882 „EUG �`N `�'' NrN � 35 DEC 3„ DEC 159:67_ 149.99 ' WIF WROUGHT IRON FENCE V F� VG 759.7D9CTC (PARKING LOT) i5g.35 AG WV WATER VALVE 150.03 CLF 151 46 % VG cL cENTERUNE 1szs4 sl (ASPHALT PAVEMENT) iss:7sz nc VG7 CLF- 153.62 152,46 1 � `755.50 _ I FLV - VG 8" DEC _155.45 91 IAC�4I; 154.64 3" DEC 156.61 158.49_ - �I V 155.59 cr rn o 156.09 154.41 CLF- p 156.28_ 14" DEC 3" DEC 3" DEC E a 154.71 � VC 12" DEC 159.48 120 155.58 F -n �-- (�finn 2 (L�I� �n�7 MIS �p � - 161.54 �I LEGEND � ll��lnl���l1V 01>' �o � �� �W LS �r, VV o � �� �W 15 ITV r, LS r, � ®F 3° DEC ?�i I� sDM VG�15S.86 `;j'' 160.06 TC I I 24" PIP MR RELEASE VALVE N � q � � D D � I I z 153.92 FL VG 1�1y/q,1y�/ II �(� M n � (�`� 159.57 AC Fj 157.45 156.79 9 2A 52W CLF 41 857DEC {� � OF BECT� ©� 1 59 7OWII VE(1 t1�t1� 1 3 8v9 HL�1R�J �- 160.73 TC I I I 1231PIPELI I F; 1�G�1C[� �nVVv �4 _ 160.27 AC AREA UGHi 153 99 F BOLLARD vGt 'BEGS FL 208 DEC 158.47 � � II - ;10" DEC � �:/�/o NJv �..v B vlll/Uv 3" DEC. 3' DEC 158.35 d 177.88 160.49 24" PIPE 1sa.Da DRAIN 159.00 VG BEG 159.96 0 28 ZP �owo X12" DEC X1.58.37 � 8" DEC 159.06 - - 161.19 I I 16 .95 CLF. F 16040 1? 9�a8 � s 160.14 TC 10" DEC � AC GB 7 59:62 160. G 15 G V O -- •' 1 °- D o 0 12" DEC 3' DECD I L ELECTRIC MANHOLE - + t r� 159.58 AC 159.25 VG / VG. 159.9 0. 161 75 TC FIRE HYDRANT -VG BEG .... .` 58.51 FLV F a 161..30 AC 156.51 159.13 �LV 760.41 160.12 TC a o ^ o � � � ¢ ti a � < U 163.05 TC � r 116 89 IRRIGAl10N CONTROL VALVE CLF 5 .23� BEG 159.52 VG 15g 88 TG 159.59 AC o o ro n m � a 162.66 AC -- -pC '. 33)1 - FLV BEG VG 160 46 G ,o o o m N •_ v 163.40 GAS METER a UG END 162 60 1515 6 � 10' DEC I � VG END PARKING METER � 171.53 160.35 TC -163 22 TC I 165.24 IC FLV GB F \�o .'VG BEG 771 60. 173.10 159.84 AC "°" 157.78 FL �SDM 16 .68 A I 20' 164.81A 170.28 166.44 TC � ._- $EWER',MANHOLE 170.97 WL GB '� 12" P]PE j O q6 3? FLV VG 174.09 �/-WL � 770.02 9 69 45 - 168A8 - - 165 33 TC j°--'-r- ' SIGN qg. NG_" / �WL �WL 162.40 172.96 .� $ �(t q0 �1 165.42 163.92 184 g7 AC 166.01 A 162.50 ' 163.26 163.83 166.96 TC 1 I \ � -I STREET LIGHT _ _..... - WL WL 162.29. WL :10 iW -___ ___ __________ N01 °05_23 "E 176.69 176.15 WL WL WL -GB.. 166.56 168.09, .� o.. ��_ - -_ - -_ 170.6`1 - STREET LIGHT PULLBOX CLF N88 °56'18 "W �Lo ro - - - -- --------- .---- _______ 852.61' 168.23 - 16568 168.61 25.00' � o a a i8 iG4.89 - - NG- -- -- -- --- -- - - -- - SIG - -._ .166.75 1 o a 176.39 9 �JG - - � �- TRAFFlq SIGNAL CONTROL BOX ACS - - - 770.66 19 iv n 166.64 I r 767.69) AC� 173.13 174.77 175.71 -� w FL I I� 76671 AC o AC - AC N01 °05'23 "E 176.87 176.90 - - TRLL a AC AC AC - AC6.27 175.55 AC4.3P AC2.66 850.97' 168.01 -- 166.68 � 166.12- (17' EP AC 171.54 7 69:50 N AC AC GB 166:48' U11Utt POLE I WATER METER BENCHMARK INFORMATION WRIER VALVE ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE FOLLOWING BENCHMARK: OVERHEAD UilUtt LINE #1048 ENC -48 PER R.0.5. N0. 20188, SET 2.5" BRASS DISK STAMPED "ENC -48, L.S. 7322" CHAIN LINK TEMP FENCE IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA wRWGHT IRON FENCE FE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO LN+o� SCRIPPS MEMORIAL HOSPITAL. ENCINITAS. Dl9�ny signed by chasmpher CONCRETE BLOCK WALL Jones, PLS ELEV. = 173.343 FT; NAVD 1988, ZONE 6 2007.0 EPOC 5/08/2008 DN C=Us, Christopher ,tones, "PLS E chna.iPnesra�kpfi.com, � 310 SANTA FE DRIVE _ D- KPFF:OU =IA Survey, No.8193 ENCINITAS, CA 92024 L� ,k * 6 PROJECT# 1600756 CN "Christopher Jones, PLS" Date. 2018.02.0514.15.07 - 08.00' 02 /05/2016 5 DATE PREPARED 111812016 Q OF r. %1 4 PREPARED FOR: JONES. 3 02/01/2018 ADDED DRAINAGE EASEMENT PER TRACT 7709. ( PER REQUEST) DRAWN av DA 1q)ff CHRIS.JONES®ICPFF.COM ~ 2 70/04/2017 ADDED SOYA WRIER EASEMENT. (RECORDING INFO FRONDED) Bob Herrman CHECKED BY CJ 700 South Flower St, 6ulte 2100 Ul Scripps Health Facilities Design & Construction Los Angeles, C4 90017 W 7 06/09/2017 ADDED SOWD WATER EASEMENT. (RECORDING INFO NOT FRONDED) 4275 Campus Point Ct. D: 213.418.0201 = San Diego, CA 92121 F: 213.266s294 (q N0. DATE REVISIONS www. koffrom 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 � INIT. DATE PLANS PREPARED UNDER SUPERVI � I 9 N OF RE OMMENDED: APPROVED: SURVEY FOR REFERENCE ONLY C1 d� DESCRIPTION: ENC -48, 2.5" BRASS DISC " ry LOCATION: PUBLIC WORK 3 '« DATE: Z / (�ff • RECORD FROM: J� F D T PLANNING 'y �) JESEV ENS.iT CHRI OP ER L. MAG SKU GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING /± ELEVATION: 173.343 (2007 ELEV) r� R.C.E. NO.: C59894 CITY ENGINEER 13325 -G l.�- l -��► REVIEWER -y�i,� SCRIPPS HEALTH DATUM: NAVD88 E FRE G � -� (g 3-a -a °� � S6 .ia1C_B.tAaiACA9 GENERAL DEMOLITION NOTES: DEMOLITION NOTES: 1. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLISH & REMOVE PROTECT IN PLACE DEMOLITION LIMIT LINE. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND O LIGHT POLE STORM DRAIN MANHOLE NOTES: / ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN. PRE - CONSTRUCTION CORNER RECORD REQUIRED O TREE (REMOVE ALL TREES WITHIN �2 RETAINING WALL PRIOR TO DEMOLITION AND GRADING. FD 1" IRON 2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS. LIMIT OF WORK, UNLESS NOTED PIPE OPEN / OTHERWISE) F3 FENCE PROTECT IN a/ " 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL > -' PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, O3 CURB R4 SURVEY MONUMENT PLACE, / GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. O4 AC PAVEMENT 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY �5 SD PIPE ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK. CATCH BASIN 5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE �7 LANDSCAPE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY. SWALE 6. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR ANI REPLACE IN KIND. LEGEND: 3 i 7. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS / ' AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY LIMIT LINE OF DEMOLITION ' i / i i / '/ S / SEWERS AND STREETS. PROPERTY LINE SP / I 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 3 /� /�A AWC / , �} S T �INE 9. DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE.! SEARCHED FOUND NOTHING 2 10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING 3 SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, LIS DEMOLISHED AND REMOVED WIITHNTHD MOIITIONLMT LINE, INCLUDING APPURTENANT FOUNDATIONS OR SUPPORTS. / ✓r �� �i % / / /i % /'� 11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO / � '� �' / - j _ � f { I I BE DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH PIPE, CATCH BASIN, II 3'i MANHOLE, VAULT ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED / / / / / i _ _ r v }, /rte OF. O d/ i� 3 SA NYCU+ LIN E i' / / " '�i i i / „ -...vt _may -- _ i� / ���•� �� ( �/ ✓'�' II if I� 1 i`I �4 ��.J\ _ �aY' �� / .� �. T \ / A SA C LINE 4 �1 A 2 if FL T -�j vf�- +�l U r V ",'�i I __ t} 11 - Imo. -._ -_ ii III iiI r �i � "✓ / / / ii gam• ' -- C. % %V \� 2 �) �, 1 ., II li � �I � � 'li � 'I it ,✓i �I,. �I,, ,. -y� � III ! -- ✓ III �I'I'- 4-4-7/4-4 (7 -_ � 1 v - -�1 v\ 12 DEC it � I; i; ,� �, _I I � 31i V� v G I' � / ( , �` - -- __ - -� L� Li ,I L' ��' .I i. ICI 'i '1' i FD 1 IRON PIPE W/ TAG 3 - -- - - -- �� a �� II �I , I ILLEGIBLE. ,, I PROTECT IN PLACE. 2 2 �I yy SA CUJI� ,INE '-� �.- --I-i' I I I- ;1 I� /; I � . -� 'I- � id ,I_ 3 r 4 I If �I iJ �� �� , � tl � LI li'� �I �I � � � �f f — � — 3 L Y 8 3 - -- -- - - - - -- � a j — ,Fe,— - - - - -- -- - - - - -- - 1 o - _- - -- SAINCUT �INE _" � - I -IT v�'II' 3 _ rss oG v ns j 177 s a � r r� h 0 Rerm� � I/ I . — — — — — ------------------------ ------------------------------------ - -- - - -- / — - - -- - -- - - -- - ��� ?' - -_I I m �y DEVONSHIRE DRIVE , A\ o 7 0 < 1 1 0 1 0 " m 7, FD 1' IRON I- ,( PIPE. J �F ! � TAG LS3189 PROT ECT IN - n ui 'PLACE. Y 'vq B Z F w m No. C59894 * Exp. 12/31/18 , 0 15' 30' sT CIVIL qrf OF CAL1F�� SCALE: 1 " =30' CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK AS-BUILT APPROVALS BK FS BK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ` 02108/2018 I T. DATE PLANS PREPARED UNDER SUPERVI O OF DESCRIPTION: Ell 2.5 ^BRASS Dlsc RECOMMENDED: APPROVED: DEMOLITION PLAN 01.20 LOCATION: PUBLIC WORK Z9 ( DATE: Z S' N RECORD FROM: F V DATE PLANNING t I JESSE OWENS /v &V9-NQ A CHRISTOPHER L. MAG OSKU GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING ELEVATION: 173.343 (2007 El r. R.C.E. NO.: C59894 CITY ENGINEER 13325 -G DATUM: NAVD88 L - 'kill REVIEWER SCRIPPS HEALTH l T FFR AV�ll g 3 aZ vZOlfj 6iC: 6;t4l+ i"volll DATE INSPECTOR q EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 SHEET 4 OF 14 J O O d, N N N Ui 7 Ln O N � N 0 u- 30 U N � vi R L N W Y � 7 d V) C M Q CO , N C J O i3 180 170 160 PAD ELEV = 159.57 FUTURE MOB FFE = 160.15 5" SLAB (TBD) 2" SAND (TBD) PROPOSED PAD ELEVATION EXISTING GRADE) a 150 APPROXIMATE DEPTH OF� a 0 - TERRACE DEPOSIT w ¢� 140 1354 9+00 w ca 0 w wz_ Ii=i m „- 24.8' 13.2' z I� I� PROPOSED RETAINING WALL - (UNDER SEPARATE 180 170 160 16701 140 135 9 +20 9 +40 9 +60 9 +80 10 +00 10 +20 10 +40 RG SECTION A -A EROSION CONTROL NOTES: Et INLET PROTECTION PER DETAIL 1, SHEET 2. E2 SANDBAGS PER DETAIL 2, SHEET 2. E3 CONSTRUCTION ENTRANCE PER DETAIL 3, SHEET 2. LEGEND LIMIT LINE PROPERTY LINE SAND BAGS XX SILT FENCE DIRECTION OF FLOW TOP GRADE SLOPE (HORIZONTAL:VERTICAL) TOE LIMIT OF-\ / TEMPORARY 1:1 SLOPE SEARCHED FOUND NOTHING HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10' / i/ f/ - %�' %U�U U U �` i i R=1/2' FUTURE CURB AND GUTTER FUTURE SIDEWALK ELEVATION (UNDER SEPARATE PERMIT) 6° i SEE SHEET 9 FOR RETAINING WALL - r� E1 �ptNNG PROPOSED FINISH SURFACE ELEVATION PER PRECISE GRADING PLAN I (UNDER SEPARATE PERMIT) / �,�� ' s � - to ROUGH GRADING \ \�U \ ci ELEVATION ED 1" IRON PIPE OPEN PROTECT IN PLACE. /I � I I �o / I 1160) 1k61 9.3' 159.57 / h 146.15 FG E2 FG pF y I i LIMIT OF OVEREX 141.15 FG -BOT 71150 -CF , %p� G1k6. PAD ELEV = 159,57 TRAP PE CASQA BMP SEDIMENT HANDBOOK SE3 FUTURE MOB FEE = 16015 i SLAB THK = 5' (TBD) SAND THK 2' (TBD) El i FG6.00 Ill .15 159.57 / I FG 1 8.69 141.15 FG E2 I I I I I I III !II i III II ROUGH GRADING ELEVATION 158 ) -' U U� �, °�)� - /- z z 58.77 �i ���8.2 G 169.3 `\ 2 J a a �, ,, / % Sy I 159.57 FS � PAD o�w I I /58 159.5E 1 1 G ! 58.48 FG 00 159.57 % ( 1 FG I I FG / Cp�(RP / 158.54 �/ I FD 1 " IRON i psi FG I 15g PIPE W/ TAG 58.69 FG I J ILLEGIBLE. 16 159.47 II I �c�0 m PROTECT IN � / 2 FG F _ 157.40 $ m ' FG - �� - -- E2 FG 16, i TE SPILLWAY. CR CASQA D STONE ANDBOOK SE3 159 i� j' 167.62 FG G� E3 168.62 FG �6� CUT/FILL LINE CUT /FILL LINE tea' 160 (162.66 S T. RETAINING 170.12 FG �6q WA DOTING -- Y69 _F X1.68 167 TF 166.TF 65 TF 164 TF ,63 TF 16 T 161 TF TF 160 TF 7b. = -- = = � -m� - - - WALL FOOTANGNG 161.FG i -I I ,61 - - - -161., 2 FS - - -- DEVONSHIRE DRIVE n 1 -I on r_- z i o�%1 /\/U/ UU ZU U 0i M FD 1" IRON ESTIMATED EARTHWORK QUANTITIES PIPE W/ TAG LS3189 CUT: 10,650 CUBIC YARDS PROTECT IN FILL: 21,450 CUBIC YARDS PLACE. NET (FILL): 10,800 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 I AND /OR CONTOURS AS PROVIDED ON THE BASE SURVEY. THE ESTIMATED EARTHWORK DOES NOT ACCOUNT FOR THE THICKNESS OF PAVEMENTS, FOUNDATIONS, 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. EROSION CONTROL NOTES: Et INLET PROTECTION PER DETAIL 1, SHEET 2. E2 SANDBAGS PER DETAIL 2, SHEET 2. E3 CONSTRUCTION ENTRANCE PER DETAIL 3, SHEET 2. LEGEND LIMIT LINE PROPERTY LINE SAND BAGS XX SILT FENCE DIRECTION OF FLOW TOP GRADE SLOPE (HORIZONTAL:VERTICAL) TOE LIMIT OF-\ / TEMPORARY 1:1 SLOPE SEARCHED FOUND NOTHING HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10' / i/ f/ - %�' %U�U U U �` i i R=1/2' FUTURE CURB AND GUTTER FUTURE SIDEWALK ELEVATION (UNDER SEPARATE PERMIT) 6° i SEE SHEET 9 FOR RETAINING WALL - r� E1 �ptNNG PROPOSED FINISH SURFACE ELEVATION PER PRECISE GRADING PLAN I (UNDER SEPARATE PERMIT) / �,�� ' s � - to ROUGH GRADING \ \�U \ ci ELEVATION ED 1" IRON PIPE OPEN PROTECT IN PLACE. /I � I I �o / I 1160) 1k61 9.3' 159.57 / h 146.15 FG E2 FG pF y I i LIMIT OF OVEREX 141.15 FG -BOT 71150 -CF , %p� G1k6. PAD ELEV = 159,57 TRAP PE CASQA BMP SEDIMENT HANDBOOK SE3 FUTURE MOB FEE = 16015 i SLAB THK = 5' (TBD) SAND THK 2' (TBD) El i FG6.00 Ill .15 159.57 / I FG 1 8.69 141.15 FG E2 I I I I I I III !II i III II ROUGH GRADING ELEVATION 158 ) -' U U� �, °�)� - /- z z 58.77 �i ���8.2 G 169.3 `\ 2 J a a �, ,, / % Sy I 159.57 FS � PAD o�w I I /58 159.5E 1 1 G ! 58.48 FG 00 159.57 % ( 1 FG I I FG / Cp�(RP / 158.54 �/ I FD 1 " IRON i psi FG I 15g PIPE W/ TAG 58.69 FG I J ILLEGIBLE. 16 159.47 II I �c�0 m PROTECT IN � / 2 FG F _ 157.40 $ m ' FG - �� - -- E2 FG 16, i TE SPILLWAY. CR CASQA D STONE ANDBOOK SE3 159 i� j' 167.62 FG G� E3 168.62 FG �6� CUT/FILL LINE CUT /FILL LINE tea' 160 (162.66 S T. RETAINING 170.12 FG �6q WA DOTING -- Y69 _F X1.68 167 TF 166.TF 65 TF 164 TF ,63 TF 16 T 161 TF TF 160 TF 7b. = -- = = � -m� - - - WALL FOOTANGNG 161.FG i -I I ,61 - - - -161., 2 FS - - -- DEVONSHIRE DRIVE n 1 -I on r_- z i o�%1 /\/U/ UU ZU U 0i FL e No. C59894 a * Exp. 12/31/18 �sr - CIVIL _ t-A NOTE: ELEVATIONS SHOWN ON THIS PL�N REPRESENT ROUGH GRADE ELEVATIONS, AND NOT FINISH SURFACE ELEVATIONS OF PAVING- -1 M FD 1" IRON J PIPE W/ TAG LS3189 PROTECT IN PLACE. I FL e No. C59894 a * Exp. 12/31/18 �sr - CIVIL _ t-A NOTE: ELEVATIONS SHOWN ON THIS PL�N REPRESENT ROUGH GRADE ELEVATIONS, AND NOT FINISH SURFACE ELEVATIONS OF PAVING- -1 M FD 1" IRON J PIPE W/ TAG LS3189 PROTECT IN PLACE. III i !li I I' I zC� 0 15' 30' SCALE: 1 " =30' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "t "`' "t" by: """'"" : ` "t`BK �r: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK FS B�K %� _ 02/06/2018 1 DATE PLANS PREPARED UNDER SUPERVIS%OOF DESCRIPTION: ENC-4B, 2.5" BRASS DISC ROUGH GRADING PLAN C1 ��}� LOCATION: .71f etli, PUBLIC WORK Z� DATE: 2 RECOMMENDED: APPROVED: GRADING PLAN FOR: EN NITA MEMORIAL NORTH PARKING •7 RECORD FROM: FF G DATE' PLANNING 1 W JESS OW _NS /AK CHRIST HER L. MA OSKU C'I S 13325 G ELEVATION: 173.343 (2007 ELEV) r R.C.E. NO.: C59894 z4/z/18 CITY ENGINEER - DATUM: NAVD88 '�� REVIEWER �� FREYG V 3 a o�.p/� SCRIPPS HEALTH A/�pK 6.vf �.vE DATE INSPECTOR /IA� is (' EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 06 -066 MU APN: 258 - 241 -33 SHEET 5 OF 14 J 0 o N N 7 Y N ~ N O a LL 32 LJ U- o Y aJ �vv Nc� a p N N L EROSION CONTROL NOTES: 1. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE GRADING PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS AND WHEN THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES TO MEET "AS GRADED" CONDITIONS. 2. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATIONS AND PERIODICALLY THEREAFTER AS DIRECTED BY THE INSPECTOR 3. WHEN THE INSPECTOR SO DIRECTS, A 12 —INCH BERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. 4. STORM AND SEWER DRAIN TRENCHES THAT ARE CUT THROUGH BASIN DIKES OR BASIN INLET DIKES SHALL BE PLUGGED WITH SANDBAGS. 5. EXCEPT WHEN THE INSPECTOR DIRECTS OTHERWISE, ALL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IS FORECAST, AND SHALL BE MAINTAINED DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). 6. SANDBAGS SHALL BE STOCKPILED ON SITE, READY TO BE PLACED IN POSITION WHEN RAIN IS FORECAST, OR WHEN THE INSPECTOR SO DIRECTS. 7. A "STANDBY EMERGENCY CREW" SHALL BE ALERTED BY THE PERMITTEE OR THE CONTRACTOR TO PERFORM EMERGENCY WORK DURING RAINSTORMS. THE PARTY TO BE CONTACTED IS: NAME: (TO BE FILLED IN BY CONTRACTOR) PHONE NUMBER: EROSION CONTROL NOTES: E1 INLET PROTECTION PER DETAIL 1, SHEET 2. E2 SANDBAGS PER DETAIL 2, SHEET 2. E3 CONSTRUCTION ENTRANCE PER DETAIL 3 SHEET 2. BMP NOTES: DUST CONTROL NOTES: i THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT 1. DUST SHALL BE CONTROLLED BY WATERING AND /OR APPLYING A DUST PALLIATIVE. THE PRACTICE HANDBOOK, CALIFORNIA STORMWATER QUALITY TASK FORCE, SACRAMENTO, DUST PALLIATIVE SHALL BE APPLIED IN THE AMOUNT AT THE LOCATIONS AS DIRECTED CALIFORNIA, JULY 2012, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT — BY THE ENGINEER. ,� (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS): 2. WATER FOR DUST CONTROL SHALL BE APPLIED BY MEANS OF PRESSURE TYPE EROSION CONTROL WIND EROSION CONTROL DISTRIBUTORS OR PIPE LINES EQUIPPED WITH A SPRAY SYSTEM OR HOSES WITH C FCC NOZZLES THAT WILL INSURE A UNIFORM APPLICATION OF WATER. �J EC1— SCHEDULING WE1 —WIND EROSION CONTROL EC2— PRESERVATION OF EXISTING VEGETATION 3. UNLESS WATER IS APPLIED BY MEANS OF PIPE LINES, AT LEAST ONE MOBILE UNIT EC3— HYDRAULIC MULCH NON — STORMWATER MANAGEMENT WITH A MINIMUM CAPACITY OF 100 GALLONS SHALL BE AVAILABLE FOR APPLYING EC4— HYDROSEEDING WATER. EC5 —SOIL BINDERS NS1— WATER EC6 —STRAW MULCH ECCONSERVARTION \PRACTICES 4. ALL SOIL MATERIALS OR DEBRIS TRUCKED FROM THE SITE SHALL BE COVERED AND EC7— GEOTEXTILES AND MATS NS3— PAVING AND GRINDING OPERATIONS SPRINKLED PRIOR TO ENTERING PUBLIC STREETS. EC8 —WOOD MULCHING N64 TEMPORARY STREAM GROSSING EC9 —EARTH DIKES AND DRAINAGE SWALES NS5 —CLEAR WATER DIVERSION 5. PROVIDE FOR WET SUPPRESSION OR CHEMICAL STABILIZING OF EXPOSED SOILS. EGlO Vc�nr�n�ccIPATiON DEVICES— NS6— ILLICIT CONNECTION /DISCHARGE NS7— POTABLE WATER /IRRIGATION 6. PROVIDE FOR RAPID CLEAN —UP OF SEDIMENTS DEPOSITED ON THE PAVED ROADS. EE'�����DRAINSS ��������� NS8— VEHICLE AND EQUIPMENT CLEANING Efi— RESERVED NS9— VEHICLE AND EQUIPMENT FUELING 7. LIMIT THE AMOUNT OF AREAS DISTURBED BY CLEARING & EARTH MOVING OPERATIONS EG'A NS10— VEHICLE AND EQUIPMENT MAINTENANCE BY SCHEDULING THESE ACTIVITIES IN PHASES. COMPOST BLANKET NS11 —PILE DRIVING OPERATIONS EC16 NON VEGETATIVE STABI IZ TinM NS12- CONCRETE CURING NS13— CONCRETE FINISHING / '� 2l �/ TEMPORARY SEDIMENT CONTROL N514 - -MATERIAL OVER WATER NS15—DEMOLITION ADdACENT TO WATER SE1 —SILT FENCE SE3— SEDIMENT TRAP WASTE MANAGEMENT & MATERIALS SE4 —CHECK DAM POLLUTION CONTROL SE5 —FIBER ROLLS SE6— GRAVEL BAG BERM WM1— MATERIAL DELIVERY AND STORAGE,- SE7— STREET SWEEPING AND VACUUMING WM2— MATERIAL USE WM3— STOCKPILE MANAGEMENT i --- SE8— SANDBAG BARRIER SE9—STRAW BALE BARRIER WM4 —SPILL PREVENTION AND CONTROL SE10 —STORM DRAIN INLET PROTECTION WM5 —SOLID WASTE MANAGEMENT SEt 1 ACTIVE TREATMENT SYSTEMC 1 I I / I w I I I 41 I I I I I I I I I I I I I � � ���SEAM MANUFACTURED LINEAR SEDIMENT OOA TPO C I / �yy A1A � 1A(IA OE4 SILT FENCE PER DETAIL 4, SHEET 2- — WM8— CONCRETE WASTE MANAGEMENT WM9— SANITARY / SEPTIC WASTE MANAGEMENT WM10— LIQUID WASTE MANAGEMENT LEGEND- EQUIPMENT TRACKING CONTROL � � � � i� _ �� � / �,E1 LIMIT LINE OF EROSION CONTROL TC1— STABILIZED CONSTRUCTION ENTRANCE /EXIT TC2— STABILIZED CONSTRUCTION ROADWAY i �� — iX Al , - - -- ,� �- PROPERTY LINE TC3— ENTRANCE /OUTLET TIRE WASH 4 SAND BAGS 4 X X SILT FENCE -. ' l � C DIRECTION OF FLOW . r�l I - i � A, SEDIMENT TRAP SEE SHEET C1.30 STAGING MATERIAL EXPOSED AREAS TO BE HYDROSEEDED STORAGE AREA f 2 IF NOT IMMEDIATELY FOLLOWED BY X� X/ E4 i t n II / i I L r�'r — 58 7/ — — ,� U f' C FCC �I �J CONSTRUCTION OF IMPROVEMENTS IT - CHANGE NO. I DESCRIPTION I -- — — — — — — — — — }— DEVONSHIRE DRIVE -- I APPROVED1 DATE 02/08/2018 BENCHMARK DESCRIPTION: ENC -4B, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV DATUM:NAVD88 AS -BUILT APPROVALS 15 ` PLANNING REVIEWER DATE INSPECTOR No. C59894 * Exp. 12/31/18 �sr CIVIL DATE PLANS PREPARED UNDER SUPERVIS O OF gic, DATE: R.C.E. NO.: C59894 J F EY v EXP.: 12/31118 UUU, C 1 1�1 I I 1 wo ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECOMMENDED: /APPROVED: EROSION CONTROL PLAN JESS OWENS CHRISTOPHER L. MA OSKU GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING CITY ENGINEER SCRIPPS HEALTH DATE ' ' 8 DATE 1-01-120/8 PLANNING CASE NO: 06 -066 MUP APN: 258-241 -33 Ill I i — Z� 0 15' 30' SCALE: 1"=30' DRAWING NO. C1.10 13325 -G SHEET 6 OF 14 O o N N 7 ko fn N N n ~ O N En C> LL p U N O Y � LnC M Q O n N rl �1 / i I APPROVED1 DATE 02/08/2018 BENCHMARK DESCRIPTION: ENC -4B, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV DATUM:NAVD88 AS -BUILT APPROVALS 15 ` PLANNING REVIEWER DATE INSPECTOR No. C59894 * Exp. 12/31/18 �sr CIVIL DATE PLANS PREPARED UNDER SUPERVIS O OF gic, DATE: R.C.E. NO.: C59894 J F EY v EXP.: 12/31118 UUU, C 1 1�1 I I 1 wo ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECOMMENDED: /APPROVED: EROSION CONTROL PLAN JESS OWENS CHRISTOPHER L. MA OSKU GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING CITY ENGINEER SCRIPPS HEALTH DATE ' ' 8 DATE 1-01-120/8 PLANNING CASE NO: 06 -066 MUP APN: 258-241 -33 Ill I i — Z� 0 15' 30' SCALE: 1"=30' DRAWING NO. C1.10 13325 -G SHEET 6 OF 14 O o N N 7 ko fn N N n ~ O N En C> LL p U N O Y � LnC M Q O n N rl �1 PRECAST CONCRETE CATCH BASIN , BIO- RETENTION LANDSCAPING DESIGN WITH STEEL GRATE. TOP OF GRATE AND PLANTING PER LANDSCAPE PLANS ELEVATION AS SHOWN ON PLAN FIRE DEPARTMENT NOTES STONE RIP RAP ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND / j= CLEAN T 12' WATER QUALITY VOLUME PER DETAIL 4 HEREON CLEAR, INCLUDING THE PARKING OF VEHCLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 3° F BOTTOM OF BASIN ELEVATION AS g.1 FLOW ELEVATION PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE SHOWN ON PLAN a FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: .� 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT n - - ago OR AGENCY; 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER %' i J% i' i s ACl CL HP 3° PRETREATMENT MULCH � � I i i �i i i.i t r� SURFACE FOR EMERGENCY VEHICLES; AND �,� �'' ' � � � �� ,; �� - ?i�'S' ° O� �' I I 70 2' S r, Q a VA IMPERMEABLE MEMBRANE � � � o- -u 18" i�A V� AT BOTTOM AND ALL SIDES. SEAMS SEALED 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE �t�` i� /���F�a �p / / PER MANUFACTURER'S RECOMMENDATIONS WATER DISTRICT. SANDY LOAM \ / / I I S1 6D.3 LIP PLANTING SOIL MIX FL \ /AA 1,44 159. FILTRA IO 3° CHOKING STON o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / /�� / s - i. R �9 3 C 12 No. 2 COARSE AGGREGATE PER SECTION 200 -1.4 �x��� 16 . 3 OF SSPWC i 4 MIN / -6i ; �// j; 85 FS F - -� II i TG " -�� 160.13 I I 159. � I t h , , TO OUTLET PIPE TO STORM DRAIN �h 3r „ ii i� �/, i �i / 3 y 1 9.9 ' F5 4 0 PVC PERFORATED PIPE INVERT AND SIZE PER PLAN /� �, �!�i �, - - / �- i%� .. - �, (PERFORATIONS DOWN) WRAPPED IN FILTER FABRIC / / i i�� i k �_ �G / NQ GEOTEXTILE 1598 160.13 . TG FS �. / / 't `- k 159NOTCC• i` � . TG _ l I 1. GEOTEXTILE /FILTER FABRIC SHALL BE NON WOVEN TYPE, MIRAFI 14ON OR EQUIVALENT. 159.50 I FSI - - -rt FG � 1 9.9G _ 5� 2. IMPERMEABLE MEMBRANE SHALL BE PVC 30 MIL MINIMUM THICKNESS 09 EF v �� '.6ct Ac 1ea,�1 CHANGE NO. 160.0 i �o tiel °o / 160.13 FS 14_7 90�� % OSF, Gv X91 I BW _ 16 Fs I I 160.13 FS � � � 3: / �� ✓ \ 159.60 19.91 T \ / 159 57 FL 6 159.20 FL FS T .41 FL� � 5 159.03 1 i i A / / / \ C) 5 (155.59) BW - 'rn II 000000 �� o FF =160.V 5 FILTRATI I J TC v j 1 ? i / /� ZR AR� // \\ 15 .60 FL 6% � I 2 ICI]I P P 1 6.00 FG oa eo 0 o T- ` u � •° CPS- 9 Fj_ :. �� I 5% 4 I E � � �� � � - � 159.25 0I_ F � 0 0 158.75 FL 0 CF ° - - -- 60. 5 TC 2.8T. - 158 8 � - o _ _ 1 8.78 TTIC 157.70 L -FL'- 160.50 rIN FS 61.30) 159 --- - - - - - - -- / s s W / % _ - HIDffLTBAILOt1 - -- - - - - BJOF1tTRAT101t �ftfA - - - � 69.0 / - - - - -- - - - -- - BW 1 .00 i 16 .50 i k'' Z9 CN 1 1 FL T� X69 FL Iv� h t7t50 -Te 471.oef5 - - -- - 171.00 FS I 160 - I A P VIN T K 4" 1 (162.66 ,S TOTAL SECTION = 10.5" ,- 161 NOTE: GRADING CONTOURS FROM MUP � ASE NO JEN -0 E C1.1 _ l 1 3.0 16 .0 16 .00 RE SHO N RA CA 16 .0 _ _� __ I- -FS _ FE EN L _ -JAI DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 02/08/2018 DESCRIPTION: ENC -413, 2.5" BRASS DISC BLIC WORk LOCATION: RECORD FROM: JEFFREY GAVAZZA NNING ELEVATION: 173.343 (2007 ELEV) REVIE DATUM:NAVD88 CHR HER L.MAGDOSKU DATE INSPECTOR ism o L� , 55 °05 a INT. DATE PLANS PREPARED UNDER SUPERVIS)ON OF DATE: 'L- R.C.E. NO.: C59894 REY GAV EXP.: 12131118 own n-1 U 1 U. FOR REFERENCE ONLY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RE OMMENDED: APPROVED: GRADING PLAN (FOR REFERENCE ONLY) ' JES OWENS GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING `�, "'� `,,;:.R CHRIST HER L. MAGDOSKU CITY ENGINEER SCRIPPS HEALTH DATE I DATE PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33 V LL - o N ;a N 1 y In Ln 7 ID N M ^ M `1 o W O N N 1 z.T 7 vi vi / L - Ln Q r POI O N N ZC� 0 15' 30' ^� SCALE: 1 " =30' DRAWING NO. C1.31 13325 -G SHEET 7 OF 14 it *a 168 fLi1 160 156 152 148 144 24 REINFORCED CONCRETE PIPE SD 7 CONSTRUCTION NOTES: 172 SD1 RCP PUBLIC STORM DRAIN. SIZE AND SLOPE PER PLAN. SD2 STORM DRAIN MANHOLE PER SAN DIEGO REGIONAL STANDARD DRAWING D -10. TYPE B5 168 SD3 CAST -IN -PLACE CATCH BASIN WITH SEALED JOINTS. SIZE PER PLAN. 164 O SD4 HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING D -34. PROVIDE RIP RAP ENERGY DISSIPATER PER D -40. ("T" = 2.7 FT) 1/4 TON. SD5 SDR -26 PRIVATE PVC STORM DRAIN PIPE. SIZE AND SLOPE PER PLAN. 160 SD6 CLEANOUT. SD7 PRECAST CATCH BASIN. SIZE PER PLAN. 156 SDS HDPE PVT STORM DRAIN. SIZE AND SLOPE PER PLAN. 152 moo, y, _/f r \VI v 148 r ' / 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 13 +00 13 +20 13 +40 13 +60 13 +80 14 +00 14 +20 14 +40 14 +60 14 +80 15 +00 PUBLIC STORM DRAIN PROFILE a RIB r ' HORIZONTAL SCALE: 1"=30 VERTICAL SCALE: 1 —6 r u of RIO +D�s3 SD4 2 f % ' _ DOC dtl 24 SD1 RELOCATE EXISTING 10. ° RECLAIMED WATER O 159.76'RM SD2 (UNDER SEPARATE PLAN) 149.63 INV -IN 149.53 INV -OUT SD3 18x18 STA 10 +11%20 / / 160.50 INS! .kU. SD8 r Y L r / ¢ I � SD6 / % I 12" ��4 r� ' � k 1.0% � SD3 18" SD8 163.?36 / 2.0% I I _ r / 1 / i i� SD3 -`, i ' '; i �s 15 8 RIM � �3i33 INV 3 - Y r r ii ,/ W L.fTI FF= 160.15 1% (E) CONNECT S TO PER APWA STD. 335- .....-,..: - / STUB OUT s (153.92) I VI FOR FUTURE O ." 1 STA 14 +64.77 - I 1 "'444 0 Q r. 1 / 1 L I,- D5 12 - - - -- SD6 - ------- 58.11 RIM r lv� / ..:._✓ ��� j 1.0 SD2 150.79 INV -OUT Dl 091 %� L - I / TEMPORARY SPILLWAY. PUBLIC DRAINAGE 160 54 RIM Y 153.47 INV -IN SD2 tY STA 11 +32.36 153.37 INV -OUT x I ! CRUSHED STONE PER PER EASEMENT RECORDED N 2018 i —i L w III CASOA BMP HANDBOOK 5E3 AS DOCUMENT N0. 2018- � STA 14 +15.66 EX. 18 " I PUBLIC lCP �— CHANGE NO. DESCRIPTION 4 X_- i L k APPROVED DATE BENCHMARK 02/08/2018 DESCRIPTION: ENC -413, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 "- I PLANNING REVIEWER DATE INSPECTOR EASEM N``T PER M� l� O ! QR 0 u ■ No. C59894 * Exp. 12/31/18 , CIVIL PLANS PREPARED UNDER SUPERVI ION OF DATE: 2 R.C.E. NO.: C59894 A�FFREY GAV EXP.: 12/31/18 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RE OMMENDED: APPROVED: STORM DRAIN PLAN zA,I L Cgve^4_ � +�`v3 94!k GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING JES E OWENS /BTEVE°N6tlMA1f CHRIST PHER L. MAG OSKU CITY ENGINE Zo/&, SCRIPPS HEALTH DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 zC� 0 15' 30' =rlm� SCAL DRAWING NO. C1.50 13325 -G SHEET 8 OF 14 O o � N N Y_ LQ � N Y n O h 0 L ) d 0 3 ° O N LL V O I 06 � � N � N V O CD Q r1i CD N 3 I �v W vn w Q N in 3 :,j z °w w M M O z N > �� ^� UN Z 3 + i2 Z Z M v Q� +• M 0 19 40 M rn > z ��i r z � r, co ol ol O) +O_'_ N — v p H11'7 d' (n(nr� �O) O) S� -0O r� �(~n o6 °n �z in - -- o> -r _ _ -- z SITE RETAINING WALL _ _ ----------------------- o+ C� PER SHEET 9 AND 11. N ' . i 24" REINFORCED CONCRETE - �4� REINFORCED CONCRETE PIPE SD S_OA100 — — — - - - - __ - - - - - - - - _ - _ — — — - - - - - - r — — — — — — — — — — — — — — — — -- - - - - -- 153.35 — _ ------ 150.77 INV. 150.91 INV 24 REINFORCED CONCRETE PIPE SD 7 CONSTRUCTION NOTES: 172 SD1 RCP PUBLIC STORM DRAIN. SIZE AND SLOPE PER PLAN. SD2 STORM DRAIN MANHOLE PER SAN DIEGO REGIONAL STANDARD DRAWING D -10. TYPE B5 168 SD3 CAST -IN -PLACE CATCH BASIN WITH SEALED JOINTS. SIZE PER PLAN. 164 O SD4 HEADWALL PER SAN DIEGO REGIONAL STANDARD DRAWING D -34. PROVIDE RIP RAP ENERGY DISSIPATER PER D -40. ("T" = 2.7 FT) 1/4 TON. SD5 SDR -26 PRIVATE PVC STORM DRAIN PIPE. SIZE AND SLOPE PER PLAN. 160 SD6 CLEANOUT. SD7 PRECAST CATCH BASIN. SIZE PER PLAN. 156 SDS HDPE PVT STORM DRAIN. SIZE AND SLOPE PER PLAN. 152 moo, y, _/f r \VI v 148 r ' / 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 13 +00 13 +20 13 +40 13 +60 13 +80 14 +00 14 +20 14 +40 14 +60 14 +80 15 +00 PUBLIC STORM DRAIN PROFILE a RIB r ' HORIZONTAL SCALE: 1"=30 VERTICAL SCALE: 1 —6 r u of RIO +D�s3 SD4 2 f % ' _ DOC dtl 24 SD1 RELOCATE EXISTING 10. ° RECLAIMED WATER O 159.76'RM SD2 (UNDER SEPARATE PLAN) 149.63 INV -IN 149.53 INV -OUT SD3 18x18 STA 10 +11%20 / / 160.50 INS! .kU. SD8 r Y L r / ¢ I � SD6 / % I 12" ��4 r� ' � k 1.0% � SD3 18" SD8 163.?36 / 2.0% I I _ r / 1 / i i� SD3 -`, i ' '; i �s 15 8 RIM � �3i33 INV 3 - Y r r ii ,/ W L.fTI FF= 160.15 1% (E) CONNECT S TO PER APWA STD. 335- .....-,..: - / STUB OUT s (153.92) I VI FOR FUTURE O ." 1 STA 14 +64.77 - I 1 "'444 0 Q r. 1 / 1 L I,- D5 12 - - - -- SD6 - ------- 58.11 RIM r lv� / ..:._✓ ��� j 1.0 SD2 150.79 INV -OUT Dl 091 %� L - I / TEMPORARY SPILLWAY. PUBLIC DRAINAGE 160 54 RIM Y 153.47 INV -IN SD2 tY STA 11 +32.36 153.37 INV -OUT x I ! CRUSHED STONE PER PER EASEMENT RECORDED N 2018 i —i L w III CASOA BMP HANDBOOK 5E3 AS DOCUMENT N0. 2018- � STA 14 +15.66 EX. 18 " I PUBLIC lCP �— CHANGE NO. DESCRIPTION 4 X_- i L k APPROVED DATE BENCHMARK 02/08/2018 DESCRIPTION: ENC -413, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 "- I PLANNING REVIEWER DATE INSPECTOR EASEM N``T PER M� l� O ! QR 0 u ■ No. C59894 * Exp. 12/31/18 , CIVIL PLANS PREPARED UNDER SUPERVI ION OF DATE: 2 R.C.E. NO.: C59894 A�FFREY GAV EXP.: 12/31/18 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RE OMMENDED: APPROVED: STORM DRAIN PLAN zA,I L Cgve^4_ � +�`v3 94!k GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING JES E OWENS /BTEVE°N6tlMA1f CHRIST PHER L. MAG OSKU CITY ENGINE Zo/&, SCRIPPS HEALTH DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 zC� 0 15' 30' =rlm� SCAL DRAWING NO. C1.50 13325 -G SHEET 8 OF 14 O o � N N Y_ LQ � N Y n O h 0 L ) d 0 3 ° O N LL V O I 06 � � N � N V O CD Q r1i CD N 3 W 04 C-4 ol O O N N Y In 7 ko � N n O N r 0 U N O In Y � LnC M Q o N N O^ J 0 �I 180 3 3. 1800 178 �� r) C6 �� M� 178 176 + r°i °0 °o + M m w M � � CMU WALL o r o ° r,: °o + N °o PER SHEET 11 176 174 0 � PROPOSED � tO ,` 172 � TOP OF WALL ± ° � � o � 174 Nc�O M� � a0 O � � � �cV 172 170 + I� M In r O N N � I('I � iCl W ° O M ++4 170 PROPOSED M co co co M `O + � 1 i � � TOP OF WALL v� �n � �n � c+o n n ro o+o ° 'n 168 M co M w 42" MIN. ABOVE FG � �` � + � rn z a � � 168 166 PROPOSED GRADE N ° IN ALL LOCATIONS � 'r' °z r' r' °z ° ° � ° � m � + a, co goo d ¢ zazQ zazQ za zQ c� p � AT TOP OF WALL +oi +o min m w�wF w w� oo w� w °o LL m 166 MN mM�]N m�mN +� mVl m� 164 ° � N O L` O lOi � N N O IV'i 00 c0 � M ° �i vi rn p u-� r� o ° ° oo 2 o 2 c� + of 164 o' o � + rn + rn � � � + � N � p °° °o. �` o LL PROPOSED GRADE 02 w � ,m 162 C> to oIn o� In +co +aMO r, 0) C; to °ow oo AT TOP OF WALL °oM 162 16O •-•- �� �� �� �� �� +I� OM �� OLD O p� O Ip + c0 � ONi 00 � O � C9 00 1A � M 16O 158 - -- - -_ -- =�_ _- - - -� _ -- ----- - - - - -- N � N � + u') o � o � ° � o 2 o � � 158 M� N� O� OLL Ol.� O Oti U t!')tn .�, 7F= 157.75 N � + � Sri M o ° M n o ui � 156 _ EXISTING GRADE AT _ M �n Sri ao o N o o �`' � � � ° ° ° w � 156 _ � +ri �n� ° O 0� o� ° °LL ° ° +Ki n� +M 154 FACE OF WALL _ M � � � b o � o ° + cV � rn o � °• c� o � In ao u� / EXISTING GRADE � - - - -- -� r- � � M � � � � N � °o L � o � c� + � in In � ,� + ° °o � c� o � C-4 o � � 154 AT CALTRANS R/W = _- -- �_ -- \\ + o o m o o LL u� to � m In + � o w <r o N � � -_ -.-� et iA �6 N M O O O 6� _ 152 � _�__� � � + ^ � o a � � o � ^ � TF =15 .50 EXISTING GRADE AT 8 -FT 3 152 150 - � � " � `- - - -� \� � � � ^ � TF= 152.00 FROM EDGE OF FOOTING 150 148 • �— - ---- -\ � TF= 149.15 =149. 5 - - - - -` -_ --- _ -_ - -- _�'6 �- f EXISTING GRADE AT 148 146 EXISTING GRADE AT _ = 146.25 - 17:95- � TF= 147.15 FACE OF WALL 146 CONCRETE WALL FACE OF WALL TF= 146.50 24" STORM DRAIN 144 PER SHEET 11 �= 148•pp - ---� 144 EXISTING GRADE `- - -- =144.1 142 AT CALTRANS R/W EXISTING GRADE AT EXISTING GRADE AT 8 -FT CALTRANS R/W 142 140 FROM EDGE OF FOOTING EXISTING GRADE AT 8 -FT 140 138 FROM EDGE OF FOOTING 138 136 TO BE CONSTRUCTED WITH MEDICAL OFFICE BUILDING CONSTRUCTION. 136 134 ( SHOWN FOR REFERENCE ONLY. 134 132 132 130 130 9 +90 +00 10 +50 11 +00 11 +50 12 +00 12 +50 43 +00 13 +50 14 +00 14 +50 45 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 18 +79 ' RETAINING WALL PROFILE HORIZONTAL SCALE: 1 " =30' VERTICAL SCALE: 1 " =6' 4 , vv - - . > « ®e.� __ -�' . i�¢rffl_ __ - -+- _ 'V'�r�' L, +� ✓:. �> __ _ -_ _- __ .- .- -- - - -_ _ _ _- - - - - - --- �- - -'�- _ -_ - _ ___ _._ -__ _ - +r ,. by - .'- - - ' mow%`: / \ s CG Jf1LG1 -L1� �glil'1L IIf1LL �11�/r� 4 r -. /,::. .,- , in -'. _. � =_... ". -. .�__ —, -. ➢ I -= i .OJ - --_/l ii / iiH- �\ /�' r J .....,. ... ,� -. / "- __. � ; � -..�.- �~ >_: _� __-_. \� I �-4 / 1 1 ; / ; / _ ✓ 1 / / I /%� r — _ _ —_ ` �__ _ __ J' - -mac -.� -� .ri - - _ �� / // _ CALTRANS R/W -'1-7+OP � 17 +50 8 +8 - - -0 - 12+D0 -- - 12 +50 - - -- - -- - - - -- - - -- - - - - -- — 13 +00 -13+50-- 1.4 +.00 - -- 14 +50 15+90 1 / o o. M Y QRDFESSIp,�,9 W 7 D m � No. C59894 A * Exp. 12/31/18 . 0 15' 30' J'T CIVIL P qTf OF CAL1F0� SCALE: 1 " =30' 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 - 02108/2018 ATE PLANS PREPARED UNDER SU PER V OF RECOMMENDED: APPROVED: RETAINING WALL PROFILE PLAN C1.60 DESCRIPTION: ENC -46, 2.5" BRASS DISC PUBLIC WORK 1 DATE: LOCATION: 2S J F v ArE �" � GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: PLANNING I � JES OWENS /S�Eb/E- i�IAWAK CHRISTOPHER L. MAG ' SKU 13325 G ELEVATION: 173.343 (2007 ELEV) � R.C.E. NO.: C59894 CITY ENGINEER - DATUM: NAVD88 _ LA REVIEWER �M � 3 � SCRIPPS HEALTH 1 p� =F�%G1aA�g REY GAV DATE R INSPECTOR � (� EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 SHEET 9 OF 14 W 04 C-4 ol O O N N Y In 7 ko � N n O N r 0 U N O In Y � LnC M Q o N N O^ J 0 �I 180 3 3. 1800 178 �� r) C6 �� M� 178 176 + r°i °0 °o + M m w M � � CMU WALL o r o ° r,: °o + N °o PER SHEET 11 176 174 0 � PROPOSED � tO ,` 172 � TOP OF WALL ± ° � � o � 174 Nc�O M� � a0 O � � � �cV 172 170 + I� M In r O N N � I('I � iCl W ° O M ++4 170 PROPOSED M co co co M `O + � 1 i � � TOP OF WALL v� �n � �n � c+o n n ro o+o ° 'n 168 M co M w 42" MIN. ABOVE FG � �` � + � rn z a � � 168 166 PROPOSED GRADE N ° IN ALL LOCATIONS � 'r' °z r' r' °z ° ° � ° � m � + a, co goo d ¢ zazQ zazQ za zQ c� p � AT TOP OF WALL +oi +o min m w�wF w w� oo w� w °o LL m 166 MN mM�]N m�mN +� mVl m� 164 ° � N O L` O lOi � N N O IV'i 00 c0 � M ° �i vi rn p u-� r� o ° ° oo 2 o 2 c� + of 164 o' o � + rn + rn � � � + � N � p °° °o. �` o LL PROPOSED GRADE 02 w � ,m 162 C> to oIn o� In +co +aMO r, 0) C; to °ow oo AT TOP OF WALL °oM 162 16O •-•- �� �� �� �� �� +I� OM �� OLD O p� O Ip + c0 � ONi 00 � O � C9 00 1A � M 16O 158 - -- - -_ -- =�_ _- - - -� _ -- ----- - - - - -- N � N � + u') o � o � ° � o 2 o � � 158 M� N� O� OLL Ol.� O Oti U t!')tn .�, 7F= 157.75 N � + � Sri M o ° M n o ui � 156 _ EXISTING GRADE AT _ M �n Sri ao o N o o �`' � � � ° ° ° w � 156 _ � +ri �n� ° O 0� o� ° °LL ° ° +Ki n� +M 154 FACE OF WALL _ M � � � b o � o ° + cV � rn o � °• c� o � In ao u� / EXISTING GRADE � - - - -- -� r- � � M � � � � N � °o L � o � c� + � in In � ,� + ° °o � c� o � C-4 o � � 154 AT CALTRANS R/W = _- -- �_ -- \\ + o o m o o LL u� to � m In + � o w <r o N � � -_ -.-� et iA �6 N M O O O 6� _ 152 � _�__� � � + ^ � o a � � o � ^ � TF =15 .50 EXISTING GRADE AT 8 -FT 3 152 150 - � � " � `- - - -� \� � � � ^ � TF= 152.00 FROM EDGE OF FOOTING 150 148 • �— - ---- -\ � TF= 149.15 =149. 5 - - - - -` -_ --- _ -_ - -- _�'6 �- f EXISTING GRADE AT 148 146 EXISTING GRADE AT _ = 146.25 - 17:95- � TF= 147.15 FACE OF WALL 146 CONCRETE WALL FACE OF WALL TF= 146.50 24" STORM DRAIN 144 PER SHEET 11 �= 148•pp - ---� 144 EXISTING GRADE `- - -- =144.1 142 AT CALTRANS R/W EXISTING GRADE AT EXISTING GRADE AT 8 -FT CALTRANS R/W 142 140 FROM EDGE OF FOOTING EXISTING GRADE AT 8 -FT 140 138 FROM EDGE OF FOOTING 138 136 TO BE CONSTRUCTED WITH MEDICAL OFFICE BUILDING CONSTRUCTION. 136 134 ( SHOWN FOR REFERENCE ONLY. 134 132 132 130 130 9 +90 +00 10 +50 11 +00 11 +50 12 +00 12 +50 43 +00 13 +50 14 +00 14 +50 45 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 18 +79 ' RETAINING WALL PROFILE HORIZONTAL SCALE: 1 " =30' VERTICAL SCALE: 1 " =6' 4 , vv - - . > « ®e.� __ -�' . i�¢rffl_ __ - -+- _ 'V'�r�' L, +� ✓:. �> __ _ -_ _- __ .- .- -- - - -_ _ _ _- - - - - - --- �- - -'�- _ -_ - _ ___ _._ -__ _ - +r ,. by - .'- - - ' mow%`: / \ s CG Jf1LG1 -L1� �glil'1L IIf1LL �11�/r� 4 r -. /,::. .,- , in -'. _. � =_... ". -. .�__ —, -. ➢ I -= i .OJ - --_/l ii / iiH- �\ /�' r J .....,. ... ,� -. / "- __. � ; � -..�.- �~ >_: _� __-_. \� I �-4 / 1 1 ; / ; / _ ✓ 1 / / I /%� r — _ _ —_ ` �__ _ __ J' - -mac -.� -� .ri - - _ �� / // _ CALTRANS R/W -'1-7+OP � 17 +50 8 +8 - - -0 - 12+D0 -- - 12 +50 - - -- - -- - - - -- - - -- - - - - -- — 13 +00 -13+50-- 1.4 +.00 - -- 14 +50 15+90 1 / o o. M Y QRDFESSIp,�,9 W 7 D m � No. C59894 A * Exp. 12/31/18 . 0 15' 30' J'T CIVIL P qTf OF CAL1F0� SCALE: 1 " =30' 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 - 02108/2018 ATE PLANS PREPARED UNDER SU PER V OF RECOMMENDED: APPROVED: RETAINING WALL PROFILE PLAN C1.60 DESCRIPTION: ENC -46, 2.5" BRASS DISC PUBLIC WORK 1 DATE: LOCATION: 2S J F v ArE �" � GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: PLANNING I � JES OWENS /S�Eb/E- i�IAWAK CHRISTOPHER L. MAG ' SKU 13325 G ELEVATION: 173.343 (2007 ELEV) � R.C.E. NO.: C59894 CITY ENGINEER - DATUM: NAVD88 _ LA REVIEWER �M � 3 � SCRIPPS HEALTH 1 p� =F�%G1aA�g SPECIAL INSPECTIONS 1. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE CODE AND ANY ADDITIONAL REQUIREMENTS STATED IN THESE DRAWINGS AND /OR THE PROJECT SPECIFICATIONS. 2. THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS INSPECTION BY A SPECIAL BUILDING INSPECTOR. a. CONCRETE REINFORCING STEEL INSPECTION (TABLE 1704.4 ITEM 1) b. VERIFICATION OF CONCRETE DESIGN MIX (TABLE 1704.4 ITEM 4) c. CONCRETE SAMPLING AND TESTING (TABLE 1704.4 ITEM 5) d. CONCRETE PLACEMENT (TABLE 1704.4 ITEM 6) e. CONCRETE CURING (TABLE 1704.4 ITEM 7) f. GROUTING OF MASONRY (TABLE 1704.5.3 ITEMS 1d AND le) g. PREPARATION OF MASONRY TEST SPECIMENTS (TABLE 1704.5.3 ITEM 3) h. ALL INSPECTIONS CALLED FOR IN GEOTECHNICAL ENGINEER'S REPORT FOR SPECIFIC INSPECTION REQUIREMENTS BY SOILS ENGINEER'S REPRESENTATIVE INCLUDING SITE PREPARATION, EXCAVATION AND BACKFILLING (1704.7) i. EPDXY. CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318 -14. 2. REINFORCED CONCRETE IS DESIGNED BY THE ULTIMATE STRENGTH DESIGN METHOD. 3. CONCRETE MIXES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE PROPORTIONED BASED ON SECTION 1905 OF THE CODE. 4. SCHEDULE OF STRUCTURAL CONCRETE 28 -DAY STRENGTH AND TYPES: STRENGTH DENSITY LOCATION IN STRUCTURE LES-11 JECF REMARKS ALL CONCRETE FOOTINGS 3500 150 -- CONCRETE WALLS 3500 150 -- 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE II. 6. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER AND OSHPD. 7. AGGREGATE FOR LIGHT WEIGHT (115 PCF) CONCRETE SHALL BE EXPANDED SHALE CONFORMING TO ASTM A330 AND PROJECT SPECIFICATIONS. PUMICE AGGREGATE SHALL NOT BE USED. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 8. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94. 9. PLACEMENT OF CONCRETE SHALL CONFORM TO CODE SECTION 1905 AND PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4 CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. 10. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 11. PROVIDE SLEEVES FOR MECHANICAL, PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THESE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS. DIAMETER SHALL NOT BE EMBEDDED IN " 12. PIPES LARGER THAN 1 -1/2 STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS, SPACE EMBEDDED PIPES AND SLEEVES AT A MINIMUM OF 3 DIAMETERS CENTER -TO- CENTER. CONSTRUCTION JOINTS 1. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CODE SECTION 1906.4 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. 2. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING THE ADJACENT CONCRETE. 3. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS FOR APPROVAL BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. 4. THE VERTICAL CONTROL JOINTS SHALL OCCUR AT 25' -0" MAXIMUM. MASONRY 1. CONCRETE BLOCK SHALL BE HOLLOW LOAD- BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, GRADE N -1, NORMAL WEIGHT UNITS. USE OPEN END UNITS FOR STACKED BOND PATTERN. 2. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 3. REINFORCING BARS -SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS. 4. MORTAR SHALL COMPLY WITH SECTION 2103.8 OF THE CODE, AND SHALL BE TYPES WITH PROPORTIONS OF 4 -1/2 PARTS SAND, 1/2 PART HYDRATED LIME AND 1 PART PORTLAND CEMENT. MORTAR SHALL HAVE A 28 DAY STRENGTH OF 1500 PSI MINIMUM. MORTAR COMPONENT TESTS ARE NOT REQUIRED. 5. GROUT SHALL COMPLY WITH SECTION 2103.12 OF THE CODE AND ASTM C476, AND SHALL CONSIST OF 3 PARTS SAND, 2 PARTS PEA GRAVEL, AND 1 PART PORTLAND CEMENT. GROUT COMPONENT TESTS ARE NOT REQUIRED. 6. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNIT. 7. ALL CELLS SHALL BE GROUTED SOLID. 8. DESIGN f'm = 1500 PSI FOR CMU CONSTRUCTION PER TABLE 2105.2.2.1.2 OF THE ODE. PRISM TESTING SHALL BE PERFORMED PER SECTION 2105.2.2.2 OF THE CODE. 9. USE OF HIGH -LIFT GROUT CONSTRUCTION IS SUBJECT TO CITY APPROVAL. HIGH -LIFT GROUTING SHALL CONFORM TO SECTION 2104.6.1.1.3 OF THE CODE. REINFORCING STEEL (FOR CONCRETE AND MASONRY) 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE, ASTM A706, GRADE 60 UNO. DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A305. ASTM A615 GRADE 60 STEEL CAN BE SUBSTITUTED FOR A706 PER ACI 318 -14 SECTION 21.2.5 AND SECTION 1908.1.31 OF THE CODE, IF THE FOLLOWING CONDITIONS ARE MET: a. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YEILD STRENGTH BY MORE THAN 18,000 PSI. b. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. 2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3. WELDED PLAIN WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED DEFORMED WIRE FABRIC SHALL CONFORM TO ASTM A497. ALL WWF FOR STAIR PANS AND ALL WWF FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWF. PROVIDE LAPS PER ACI 318 -14 SECTION 12.18, 9" MINIMUM. WWF SHALL BE SUPPORTED ON APPROVED CHAIRS. 4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE 62 BAR DIAMETERS UNLESS SPECIFICALLY INDICATED IN THE DRAWINGS, 24" MINIMUM. #8 OR LARGER BARS IN MASONRY MAY NOT BE LAP SPLICED. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318 -14 SECTION 12.15. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS. 5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN -PLACE INSPECTION IS MADE. 6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF "STRUCTURAL WELDING CODE- REINFORCING STEEL% AWS D1.4, LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706. 7. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL -CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE. 8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ", LATEST EDITION. 9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. 10. MILL TEST REPORTS FOR GRADE 60 BARS AND GRADE 75 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER SECTION 1708.3 OF THE CODE. 11. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL. 12. CONCRETE PROTECTION FOR REINFORCEMENT CAST -IN -PLACE CONCRETE (NON- PRESTRESSED). THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT. MINIMUM STATEMENT OF SPECIAL INSPECTIONS- 1. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 2. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO AND NOT A SUBSTITUTE FOR THESE INSPECTION REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. SPECIAL INSPECTION REPORT PREPARED BY:TWjN1NG CONSULT1NG11 DATED _OGT5,2o/8 ON FILE WITH THE CITY ENGINEER. DESIGN LOADS 1. WIND LOADS •PER SECTION CHAPTER 16 OF 2016 CBC • BASIC WIND SPEED= 110 MPH •EXPOSURE B 2. SEISMIC DESIGN PARAMETERS *VALUES ARE BASED ON GEOTECHNICAL REPORT DATED TBD, PREPARED BY KLEINFELDER. COVER VALUE IN A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER: SECTION 1613.3.2 NO. 6 THRU NO. 18 BAR 2 NO. 5 BAR, W31 OR D31 WIRE & SMALLER 1 -1/2 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 12H2 PLF SLABS, WALLS, JOISTS: 1 NO. 11 BAR & SMALLER S1 BEAMS COLUMNS: SECTION 1613.3.1 PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2 13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 -14 SECTION 12.14.3. USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. Fa 14. TYPE 2 MECH COUPLERS SHALL ALSO CONFORM TO REQUIREMENTS OF TABLE 1613.3.3(1) ACI318 -14 SECTION 21.2.6 Fv 15. WHERE MECHANICAL BAR SPLICES AND REBAR TERMINATORS ARE REFERENCED IN DRAWINGS PROVIDE MECHANICAL BAR SPLICE CONNECTORS AND REBAR DESIGN SPECTRAL ACCELERATION TERMINATORS FROM LENTON MECHANICAL SPLICE SYSTEM PER EVALUATION 0.807g REPORT IAPMO - D129, DATED 2/2015. FOR SHORT PERIODS STATEMENT OF SPECIAL INSPECTIONS- 1. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 2. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO AND NOT A SUBSTITUTE FOR THESE INSPECTION REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. SPECIAL INSPECTION REPORT PREPARED BY:TWjN1NG CONSULT1NG11 DATED _OGT5,2o/8 ON FILE WITH THE CITY ENGINEER. DESIGN LOADS 1. WIND LOADS •PER SECTION CHAPTER 16 OF 2016 CBC • BASIC WIND SPEED= 110 MPH •EXPOSURE B 2. SEISMIC DESIGN PARAMETERS *VALUES ARE BASED ON GEOTECHNICAL REPORT DATED TBD, PREPARED BY KLEINFELDER. 3. SEE "FOUNDATION" FOR RETAINING WALL LOADS FOUNDATION 1. FOUNDATION DESIGN BASED ON THE APPROVED SOILS REPORTS AS FOLLOWS: *VALUES ARE BASED ON GEOTECHNICAL REPORT DATED APRIL 13, 2017, PREPARED BY KLEINFELDER. 2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION: ALLOWABLE BEARING (GRAVITY LOAD) *: 3000 PSF PASSIVE EARTH PRESSURE: 325 PCF COEFFICIENT OF FRICTION * *: 0.35 (ULTIMATE) *ALLOWABLE BEARING MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC LOAD CASES. * *FOR ALLOWABLE COEFFICIENT OF FRICTION, APPLY FACTOR OF SAFETY OF 1.5 TO ULTIMATE VALUE. ALLOWABLE FRICTION MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC CASES. FOOTING SHALL BEAR ON FIRM NATURAL SOILS. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST ADJACENT GRADE SHALL BE 24 ". 3. PER THE SOILS REPORT, LIQUEFACTION SHOULD NOT BE AN ISSUE AT THIS SITE. 4. RETAINING WALL: BOTH CANTILEVERED AND RESTRAINED WALLS, SHALL BE DESIGNED FOR THE FOLLOWING SOIL PRESSURES: PRESSURE CONDITION LEVEL BACKFILL VALUE REFERENCE (S) SITE CLASS - D SECTION 1613.3.2 MAPPED SPECTRAL ACCELERATION Ss 1.176g SECTION 1613.3.1 FOR SHORT PERIODS 12H2 PLF N/A MAPPED SPECTRAL ACCELERATION S1 0.454g SECTION 1613.3.1 FOR A 1- SECOND PERIOD INT. DATE SITE COEFFICIENT Fa 1.029 TABLE 1613.3.3(1) SITE COEFFICIENT Fv 1.546 TABLE 1613.3.3(2) DESIGN SPECTRAL ACCELERATION SDS 0.807g FOR SHORT PERIODS JY G _ �� DESIGN SPECTRAL ACCELERATION SDI 0.468g FOR A 1 SECOND PERIOD 3. SEE "FOUNDATION" FOR RETAINING WALL LOADS FOUNDATION 1. FOUNDATION DESIGN BASED ON THE APPROVED SOILS REPORTS AS FOLLOWS: *VALUES ARE BASED ON GEOTECHNICAL REPORT DATED APRIL 13, 2017, PREPARED BY KLEINFELDER. 2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION: ALLOWABLE BEARING (GRAVITY LOAD) *: 3000 PSF PASSIVE EARTH PRESSURE: 325 PCF COEFFICIENT OF FRICTION * *: 0.35 (ULTIMATE) *ALLOWABLE BEARING MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC LOAD CASES. * *FOR ALLOWABLE COEFFICIENT OF FRICTION, APPLY FACTOR OF SAFETY OF 1.5 TO ULTIMATE VALUE. ALLOWABLE FRICTION MAY BE INCREASED BY 1/3 FOR WIND AND SEISMIC CASES. FOOTING SHALL BEAR ON FIRM NATURAL SOILS. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST ADJACENT GRADE SHALL BE 24 ". 3. PER THE SOILS REPORT, LIQUEFACTION SHOULD NOT BE AN ISSUE AT THIS SITE. 4. RETAINING WALL: BOTH CANTILEVERED AND RESTRAINED WALLS, SHALL BE DESIGNED FOR THE FOLLOWING SOIL PRESSURES: PRESSURE CONDITION LEVEL BACKFILL 2:1 SLOPING BACKFILL AT -REST 55 PSF FT N/A ACTIVE 35 PSF /FT N/A TRAFFIC SURCHARGE 100 PSF N/A INCREMENTAL SEISMIC FORCE 12H2 PLF N/A NOTE: ALL LOADS ARE AT SERVICE LEVEL. `���F 1 B. �` F No. C59894 a Exp. 12/31/18 .* CIVIL _J\P� CHANGE NO. DESCRIPTION - APPROVED DATE BENCHMARK AS -BUILT APPROVALS " ° "" " °" �r """ " "" �" `' "t` "t" �Y ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. K FS HK - 11/14/2017 DESCRIPTION: ENC -4B, 2.5" BRASS DISC LOCATION: RECORD FROM: ELEVATION: 173.343 (2007 ELEV) DATUM: NAVD88 i F'�1 j INT. DATE PLANS PREPARED UNDER SUPER IS[ N OF DATE: Q. {� ( R.C.E. NO.: C59894 �-- WRFREY GA EXP.: 12/31/18 RECOMMENDED: APPROVED: ��� JES E OWENS /STEME-N6WAK CHRIST PHER L. MA OSKU j CITY ENGINEER DATE DATE STRUCTURAL NOTES GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING SCRIPPS HEALTH PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33 C5.00 13325' PUBLIC WORK Z JY G _ �� PLANNING REVIEWER INSPECTOR J //T R / m3 (A7,ft DATE �/� SHEET 10 OF 14 J kA 0 o � N N Ln to ko N N � N 0 O LL L 01 � 0 O N LL 0 N c6 3 cn Ln < 0 a N N_O SST FLASHING OVER WATERPROOFING TERMINATION BAR FREE DRAINING MATERIAL PER S.S.P.W.C., SEC. 300 -3.5.2 SHEET WATERPROOFING BIT 3000 BY GRACE WITH DRAIN MAT AND FOUNDATION DRAIN HYDRODUCTCOIL 600 FOOTING PER STRUCTURAL DRAWINGS ai a ° a a° RETAINING WALL PER STRUCTURAL 4" DIA. PVC DRAIN PIPE d ° AT 2% MIN. SLOPE 4" DIA. WEEP HOLE AT 10' O.C. ° d 0 CONTINUOUS WATERSTOP IN COLD JOINTS TRAFFIC SUBCHARGE X 0 0 � O X m m CMU WALL STEM PER SCHED 5' -6" MIN. 1 "maywam 1:imm VERT BARS PER SCHED FOUNDATION DRAIN PER DETAIL HEREON #8 TOP BARS 012 "OC FINISH GRADE cy TOF ELEV - PER PLAN c� PER WALL N ELEV NOTES: 1. FOUNDATION WALL DRAINAGE SHALL ADHERE TO THE LATEST BUILDING ADMINISTRATIVE CODES. FOOTING DRAIN DETAIL WITH WEEPHOLE CONDITION i CMU /CONCRETE RETAINING WALL SCHEDULE TOTAL WALL MAX RETAINED HT OF EACH SEGMENT J FOOTING SEE SECTION m o HEIGHT " H " w U Z N Iz t-.- "g °' w w "D-KEY" � � "L-KEY" 14' -0" 00 x It #9 @ 8 "OC #5 BARS 0 12" - 2' -8" OC HORIZ, TYP 3' -0" VERT BARS PER SCHED - FOUNDATION DRAIN PER DETAIL HEREON #8 TOP BARS 012 "OC FINISH GRADE cy TOF ELEV - PER PLAN c� PER WALL N ELEV NOTES: 1. FOUNDATION WALL DRAINAGE SHALL ADHERE TO THE LATEST BUILDING ADMINISTRATIVE CODES. FOOTING DRAIN DETAIL WITH WEEPHOLE CONDITION i CMU /CONCRETE RETAINING WALL SCHEDULE TOTAL WALL MAX RETAINED HT OF EACH SEGMENT VERTICAL REINFORCEMENT BY SEGMENT FOOTING SEE SECTION DIM. KEY DIM. SEE SECTION HEIGHT " H " 8 THK WALL 16 THK WALL 8 THK WALL 16 THK WALL Iz t-.- "g °' "D" "D-KEY" "B-KEY" "L-KEY" 14' -0" 3' -0" 11' -0" #5 CAD 16" OC #9 @ 8 "OC � � 13' -0" 2' -8" 2' -6" 2' -0" 3' -0" 12' -0" 3' -0" 9' -0" #5 @ 16" OC #8 ® 12 "OC P 11' -0" 2' -4" 2' -6" 2' -0" 3' -0" NOTES: 1. BACKFILL RETAINING WALL LOW- EXPANSIVE GRANULAR FILL WITHIN MINIMUM 10 -FEET OF THE RETAINING WALL. 2. SUPPORT RETAINING WALL WITH RECOMPACTED ENGINEERED FILL TO A DEPTH RECOMMENDED BY GEOTECHNICAL REPORT OR GEOTECHNICAL ENGINEER OF RECORD. CONCRETE WALL STEM PER SCHED #5 BARS ® 12" OC VERT 5 "0 -1/2" CONT KEY 2' -0" 0 #7 BARS ® 12" OC CMU /CONCRETE RETAINING WALL 14FT MAX RETAINED HEIGHT B. No. C59894 Exp. 12/31/18 PT.. CIVIL R FOOTING STEP DETAIL 2X "S" "S" =STEP HEIGHT 1' -6" MAX "D" =DEPTH OF FOOTING SEE WALL ELEV FOR STEP LOCATIONS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ULbIUNt" bY: L)KAVV tfY: `'r,tL;KtL) t$Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 11/14/2017 DESCRIPTION: ENC 413, 2.5" BRASS DISC I T. DATE PLANS PREPARED UNDER SUPERVISI N OF RE OMMENDED: APPROVED: STRUCTURAL DETAILS 05.01 ( ? ( PUBLIC WORK / DATE: ( 0 , LocarloN: GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: J R G V AT PLANNING JESS OWENS /&TE—YE :-•-=,- K CHRISTOPHER L. MAGD SKU 13325 -G ELEVATION: 173.343 (2007 ELEV) R.C.E. NO.: C59894 CITY ENGINEER DATUM:NAVD88 Ll �'�� REVIEWER �7 E GAV �✓� /g 3 aao /g SCRIPPS HEALTH loft C�Gj i 6 k DATE INSPECTOR �' EXP.: 12/31/18 DATE � DATE PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33 SHEET 11 OF 14 J 0 C3 N N N a N 7 'D U n ~ N 0 U)oii rn � N o O LL o N 00 7 � � m �nQ0i p N N 0 �3O E ao z z o Iz t-.- w x a � � 3 - - ifl w i N .I o M z P W J 3 w W #5 BARS @ 16" OC HORIZ, TYP CMU CONCRETE WALL STEM PER SCHED #5 BARS ® 12" OC VERT 5 "0 -1/2" CONT KEY 2' -0" 0 #7 BARS ® 12" OC CMU /CONCRETE RETAINING WALL 14FT MAX RETAINED HEIGHT B. No. C59894 Exp. 12/31/18 PT.. CIVIL R FOOTING STEP DETAIL 2X "S" "S" =STEP HEIGHT 1' -6" MAX "D" =DEPTH OF FOOTING SEE WALL ELEV FOR STEP LOCATIONS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ULbIUNt" bY: L)KAVV tfY: `'r,tL;KtL) t$Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 11/14/2017 DESCRIPTION: ENC 413, 2.5" BRASS DISC I T. DATE PLANS PREPARED UNDER SUPERVISI N OF RE OMMENDED: APPROVED: STRUCTURAL DETAILS 05.01 ( ? ( PUBLIC WORK / DATE: ( 0 , LocarloN: GRADING PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING RECORD FROM: J R G V AT PLANNING JESS OWENS /&TE—YE :-•-=,- K CHRISTOPHER L. MAGD SKU 13325 -G ELEVATION: 173.343 (2007 ELEV) R.C.E. NO.: C59894 CITY ENGINEER DATUM:NAVD88 Ll �'�� REVIEWER �7 E GAV �✓� /g 3 aao /g SCRIPPS HEALTH loft C�Gj i 6 k DATE INSPECTOR �' EXP.: 12/31/18 DATE � DATE PLANNING CASE NO: 06 -066 MUP APN: 258- 241 -33 SHEET 11 OF 14 J 0 C3 N N N a N 7 'D U n ~ N 0 U)oii rn � N o O LL o N 00 7 � � m �nQ0i p N N 0 �3O 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 CATCH BASIN. 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 C5.00. 69,500 i SD6 CLEANOUT PER DETAIL 4, SHEET C5.00. SD7 CURB INLET PER SAN DIEGO REGIONAL STANDARD DRAWING D -01. � / � , � % � y, � / � � SD8 AREA DRAIN PER DETAIL 6, SHEET C5.00. SD9 CURB OUTLET 3 "X27 ". / SD3 18X18 �u / 1 i� ,'a a �i j� SD8 FILTRA1�10 S u SD5 / m SD8 SD2 SD8 o Q �, ! G 1 SD8 eR i SD8 STORM DRAIN PER ROUGH GRADING STORM DRAIN PACKAGE SD8 STORM DRAIN CATCH BASIN PER ROUGH GRADING X00 X91 PER ROUGH AACKAGE PACKAGE OQOSF I�GJ�Qgal I' TED RCW PER ROUGH 2 -� ! SD4 PLUMBING PF�F o GRADING PACKAGE 05.00 12X12 SD3 II 4 11 iII P. , SD2 I I \ I I o0 1 X1 SD FILTRATI FF= 160.15 00 I AR / p0000 .� I I 161.54 II 1 0 \ SDM TYP SD5 I D4 SD9 F I 1.0% 1 I , \ _ a SD5 1% nP 18" S D 1 I S D 7 L - 1 X12 SD3 12 SD5 j TYP. � 1.0% " RM DR N 0% S5 I I 6 1% S5 SMHPE JE RRO GH 15'SD D R P C GE GR P CK GE EAS ME T - - - - -- - - - - -- -- - -- - -- - - - BIOFJLTRkT[O L - _ - - - - BJOFHLT9kTKW AREA - - ! - — �/ / 12X12 S 3 1 X1 S 3 *p- P SD P. TYP i 1.0% SD5 1.0% SD5 S so l r — , ,;� DEVONSHIRE_ DRIVE — 22A00l� y - ! - - _ �y nine �ll��/77' i_ Off\ n 1 I V V 1 VJ JJ J C) �J. J i Z 49 FOR REFERENCE ONLY 0�, SCALE: 1 " =30' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS oeslGNEO Bv: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK F BK INT E PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDED: APPROVED: 01.32 DESCRIPTION: ENC -46, 2.5" BRASS DISC PUBL S DATE: 7.10410' / LOCATION: n` STORM DRAIN PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING JEFFREY GAVAZZA DAT oTr,m.,�,n,wv RECORD FROM: PLANNING JESSE OI .ENS /arc- r.v.++�.n CHRISTOPHER L. MAGDOSKU ELEVATION: 173.343 (2007 ELEV) � R �{� R.C.E. NO.: C59894 CITY ENGINEER SCRIPPS HEALTH 13325 -G DATUM: NAVD88 FFREY GA CHRIS L. MAGDOSKU DATE INSPECTOR EXP.: 12(31/18 DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 SHEET 12 OF 14 W O CD It N N a) N Y 7 a-� N n ~ N O ID 0 LL p 1 N U- O m c) C4 p a N r, 3 6 % SQFT BUILDING 16 26,700 HARDSCAPE 52 88,000 LANDSCAPE 32 54,800 TOTAL 100 1 69,500 i SD6 CLEANOUT PER DETAIL 4, SHEET C5.00. SD7 CURB INLET PER SAN DIEGO REGIONAL STANDARD DRAWING D -01. � / � , � % � y, � / � � SD8 AREA DRAIN PER DETAIL 6, SHEET C5.00. SD9 CURB OUTLET 3 "X27 ". / SD3 18X18 �u / 1 i� ,'a a �i j� SD8 FILTRA1�10 S u SD5 / m SD8 SD2 SD8 o Q �, ! G 1 SD8 eR i SD8 STORM DRAIN PER ROUGH GRADING STORM DRAIN PACKAGE SD8 STORM DRAIN CATCH BASIN PER ROUGH GRADING X00 X91 PER ROUGH AACKAGE PACKAGE OQOSF I�GJ�Qgal I' TED RCW PER ROUGH 2 -� ! SD4 PLUMBING PF�F o GRADING PACKAGE 05.00 12X12 SD3 II 4 11 iII P. , SD2 I I \ I I o0 1 X1 SD FILTRATI FF= 160.15 00 I AR / p0000 .� I I 161.54 II 1 0 \ SDM TYP SD5 I D4 SD9 F I 1.0% 1 I , \ _ a SD5 1% nP 18" S D 1 I S D 7 L - 1 X12 SD3 12 SD5 j TYP. � 1.0% " RM DR N 0% S5 I I 6 1% S5 SMHPE JE RRO GH 15'SD D R P C GE GR P CK GE EAS ME T - - - - -- - - - - -- -- - -- - -- - - - BIOFJLTRkT[O L - _ - - - - BJOFHLT9kTKW AREA - - ! - — �/ / 12X12 S 3 1 X1 S 3 *p- P SD P. TYP i 1.0% SD5 1.0% SD5 S so l r — , ,;� DEVONSHIRE_ DRIVE — 22A00l� y - ! - - _ �y nine �ll��/77' i_ Off\ n 1 I V V 1 VJ JJ J C) �J. J i Z 49 FOR REFERENCE ONLY 0�, SCALE: 1 " =30' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS oeslGNEO Bv: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BK F BK INT E PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDED: APPROVED: 01.32 DESCRIPTION: ENC -46, 2.5" BRASS DISC PUBL S DATE: 7.10410' / LOCATION: n` STORM DRAIN PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING JEFFREY GAVAZZA DAT oTr,m.,�,n,wv RECORD FROM: PLANNING JESSE OI .ENS /arc- r.v.++�.n CHRISTOPHER L. MAGDOSKU ELEVATION: 173.343 (2007 ELEV) � R �{� R.C.E. NO.: C59894 CITY ENGINEER SCRIPPS HEALTH 13325 -G DATUM: NAVD88 FFREY GA CHRIS L. MAGDOSKU DATE INSPECTOR EXP.: 12(31/18 DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 SHEET 12 OF 14 W O CD It N N a) N Y 7 a-� N n ~ N O ID 0 LL p 1 N U- O m c) C4 p a N r, 3 6 SITE l.1 0 o N N y � 5 to o N n yN 0 �` 0 PUN LL � L @ � Y in Q ^o�O 6" DIA AREA DRAIN: ZURN MODEL 26415 -66 -VP PAVEMENT. SEE ARCHITECTURAL �> RETAINING WALL PLAN FOR FINAL SURFACE MATERIAL AND /OR TEXTURE '��Y =`=, SST FLASHING OVER PER ROUGH ��'� WATERPROOFING GRADING TERMINATION BAR PACKAGE PERMEABLE PAVEMENT (PER RG PACKAGE) 1/2 ° AC MIX OGFC PER CALTRANS, ��� `\ SHEET WATERPROOFING PLANTER DRAIN TG TO MAi �,- PLANTING PER BIT 3000 BY GRACE 15 TO 20% AIR VOIDS 6.5' 5.5% TO 6% ASPHALT LOWER TC ELEVATIOf3- ° _, s LANDSCAPE PLAN WITH DRAIN MAT AND FOUNDATION DRAIN CONCRETE CATCH BASIN PER PLAN PERFORATED PIPE TO SD TRANSITION 4" CURB G -2 CURB AND GUTTER PER RG PACKAGE) STRIP W/ CURB CUTS IN z W/ CURB CUTS IN ! a. SPECIFIED AREAS 4" CURB � ROCK MULCH PER co m SPECIFIED AREAS I CHOKER /FILTER COURSE ,� LANDSCAPE PLAN 3/4° ASPHALT - TREATED CAULKING ASPHALT 3, . f " 18 PLANTING SOIL MIX, 0 0 0 0 0 0 0 0 0 o PERMEABLE BASE (ATPB), SEE NOTE #1. PER CALTRANS d ? 4" OUTLET PIPE PER PLAN N STONE RECHARGE /RESERVOIR BED FILTER FABRIC 1-1/2- TO 3° CLEAN/WASHED STONE, MULCH \/\ AASHTO 3 III —III ( III N'o: •- � # \ \ \ \ FOUNDATION DRAIN PLANTING SOIL III III III III_ PER (PER RG PACKAGE) 'J � /VA /VA /VA FILTER COURSE 1/2" CLEAN /WASHED GRAVEL, \ \ \ \ \ \ \ \ \ \ \ \ PER CALTRANS 6 NON - TRAFFIC AREA DRAIN - III —III III III- /A /A /A /A /A _ - .� °• `, 4 PERFORATED PVC PIPE / /,� //� N.T.S. � \ \ — III I /v/ ` /x,\/7 v ` v` A j AA XAAVAA VAA VAAVAAVAA VAA VAA VAA VAA VAA AA VAA` UNCOMPACTED \/ / �/\/ / �/\/ �/ ��/\///.A / / / \ / / / \ / / / \ / / / \ / / /� / / ✓.� / / /.�� SUBGRADE —III —III CONCRETE COLLAR �''� 6" OVERFLOW MAY BE SQUARE 1. SEE PROJECT PLANS FOR INVERT ELEVATION. OR CIRCULAR FILTER FABRIC in I 2. PIPE AND FITTINGS, EXCEPT AS OTHERWISE 12" PERFORATED PIPE GRAVEL SHOWN ON HEREON, SHALL BE OF THE SAME MATERIAL AS THE SEWER, UNLESS APPROVED 7' = ADAPTERS ARE UTILIZED AND MAY BE ANY OF �� `^' � THE FOLLOWING: 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS z FROM THE PROJECT GEOTECHNICAL ENGINEER. � + A. VC PIPE 1. PLANTING SOIL MIX SHALL BE 65% SAND, 20% SANDY LOAM, AND 15% COMPOST. � B. PE PIPE cN COVER C. ABS SOLID PIPE N z D. ABS COMPOSITE PIPE � E. PVC PLASTIC PIPE FRAME 3 TYPICAL SECTION OF BIOFILTRATION 2 VEGETATED SWALE SECTION Law.- 3. PIPES AND FITTINGS SHALL BE PROPERLY N.T.S. N.T.S. 7 POROUS AC PAVING PLAN ALIGNED AND MAINTAINED WHILE CONCRETE IS N.T.S. BEING PLACED AND ALLOWED TO HARDEN. JOINTS FOR PIPES AND FITTINGS SHALL BE FINISHED GRADE MADE PRIOR TO PLACING CONCRETE. CONCRETE OR PAVEMENT � 18" MIN. FOR BEDDING, ENCASEMENT, AND WALL CONCRETE WALL SUPPORT FOR PIPES AND FITTINGS SHALL BE - -- SUPPORT FOR TRAFFIC PLACED UNIFORMLY AROUND THE PIPE AND PRECAST CONCRETE CATCH BASIN 1 111 I I _� � � �_ III I I LOAD CONDITIONS FITTINGS AS SHOWN HEREON TO MAINTAIN WITH STEEL GRATE. TOP OF GRATE TRENCH BACKFILL PROPER ALIGNMENT. BIO- RETENTION LANDSCAPING DESIGN ELEVATION AS SHOWN ON PLAN w CONCRETE BASE AND PLANTING PER LANDSCAPE PLANS 'o 4. THE ACCESS FRAME, COVER AND CAP SHALL BE STONE RIP RAP INITIAL BACKFILL CAST IRON. THE FINGER HOLES MAY BE DRILLED CLEAN T 12" WATER QUALITY VOLUME PER DETAIL 4 HEREON z OUT OR MAY BE BLOCKED OUT PRIOR TO - � - � CASTING; THEY SHALL NOT BE PUNCHED OUT. BOTTOM OF BASIN O - I — M FLOW � � a w I ELEVATION AS 3• TYPE °B° MATERIAL ,� � N 5. THE CONTRACTOR, AT HIS OPTION, MAY PLACE 3" SHOWN ON PLAN a w BEDDING ,� � EITHER CIRCULAR OR SQUARE CONCRETE PIPE ^ WALL SUPPORTS AS SHOWN HEREON. ° fi" 6" y -L EXCAVATE TO UNDISTURBED MIN. MIN. V � SECTION B -B COVER AND FRAME ALHAMBRA FDRY. 3" PRETREATMENT MULCH j TRENCH BED. REPLACE WITH SHAPE TO FIT BELL AND HUB, A -1240 OR APPROVED EQUIVALENT BEDDING. COMPACT TO 90 %. AND THOROUGHLY COMPACT " j \ UNDER PIPE. SEE NOTE I. FINISHED GRADE FULL TOP ELEVATION 18 iAA �i PIPE FOR GRAVITY FLOW SAN. SEWERS AND DRAINAGE P.V.C. CONFORMING TO A.S.T.M. D -3034 MAXIMUM SDR 35, HEIGHT SUPPORT 12" MIN. PER PAVEMENT PER PLAN CONCRETE SANDY LOAM �\ \ GASKETED JOINTS FOR 4" TO 15" DIA PIPE AND ASTM F -679 FOR 18" DIA AND LARGER. SUPPORT MAY BE LOWERED PLANTING SOIL MIX � \ \ //� BEDDING CLEAN COARSE SAND. CONFORMING TO "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ACCESS CAP (11" DIA. x 1/2" THICK WITH �\ \ \%j SECTION 217 -2.4 3/4° FINGER HOLE IN CENTER) 3" CHOKING STON \ oa 000000000000000000 °00 oa0000 \ \/\ INITIAL NATIVE MATERIAL - MAXIMUM SIZE NOT TO EXCEED 1 1/2 ". 12" BACKFILL No. 2 COARSE AGGREGATE \ \ / / \� ' a z CONC. COLLAR MAY BE PER SECTION 200 -1.4 TRENCH NATIVE MATERIAL - 90% COMPACTION MIN. (95% COMPACTION IN UPPER 3.0 OF PAVED AREAS). UP TO m SQUARE OR CIRCULAR OF SSPWC BACKFILL CLASS IV SOILS, TYPE ML,CL. FINE GRAINED, LL<50, MEDIUM TO NO PLASTICITY. NOTE, IF CLASS IV SOIL, CONC. WALL SUPPORT � N 4" MIN TYPE MH OR ALL CLASS V SOILS THEN USE CLEAN COURSE SAND. Fe "� CONC. WALL AND BASE � VAiVA \ % /VA%VAA/VAA/ VAA %VAA %VAA %V�A %V�A %V�A /VAA /V�A VA /VA %� %�VA /� \%� CLEAN SHALL CONFORM TO THE REQUIREMENTS OF SAND FOR PORTLAND CEMENT CONCRETE AS SPECIFIED IN SUPPORT FOR TRAFFIC OPTIONAL CONSTRUCTION JOINT \ LOAD CONDITION OUTLET PIPE TO STORM DRAIN COARSE SECTION 200 -1.5.5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. RISER SHALL BE THE SAME AS MAIN PIPE 4" 0 PVC PERFORATED PIPE INVERT AND SIZE PER PLAN SAND DIAMETER BUT NOT LARGER THAN 6" (PERFORATIONS DOWN) WRAPPED IN FILTER FABRIC "TYPE" B SHALL BE ONE OF THE FOLLOWING: MATERIAL i. NATIVE FREE DRAINING MATERIAL OR CRUSHED ROCK CONFORMING TO SUBSECTION 200 -1.2 AND TABLE B iB GEOTEXTILE „ 201-1.2.1(A) OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ". FOR PIPES UP +lieu -III- inn- 111�i1�� TO AND INCLUDING 15" MAXIMUM ROCK GRADATION SHALL BE FOR PIPES OVER 15 ", MAXIMUM �Tll�llul���l NOTES' ROCK GRADATION SHALL BE BEN1Y 2. CLEAN COARSE SAND. u�Tlll ° 1. GEOTEXTILE /FILTER FABRIC SHALL BE NON WOVEN TYPE, MIRAFI 140N OR EQUIVALENT. z T�iH ' z °WYE` INSTALL CAP &MORTAR IF ��+ MAIN PIPE �IIIITII ` - - TERMINAL CLEANOUT. INSTALL ih �IIn ITI . s 1. EXCAVATE FOR BELLS OR HUBS SO FULL LOAD IS CARRIED BY PIPE BARRELS. �t1�i�lill 4° N PIPE IF IN -LINE CLEANOUT i II I II I I�T_I 2. TYPE °B" MATERIAL SHALL BE PLACED IN A MANNER SUCH AS SLICING SHOVEL- SPADING, OR SHOVEL RODDING TO 111 -I 1 BIO- FILTRATION SECTION INSURE COMPLETE FILLING OF THE "HAUNCH AREAS" BELOW THE PIPE. (JETTING OF TYPE "B" MATERIAL IS NOT FLOW INVERT ELEV. N.T.S. AUTHORIZED UNLESS PREVIOUSLY APPROVED). PER PLAN 3. TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 306-1.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. WATER DENSIFIED BACKFILL SHALL NOT BE USED. � 7ll= ll�il -1 ITI�TI��lll ^ °• ' ;.'. UNDISTURBED EARTH SECTION A -A N FOR REFERENCE ONLY 5 FLEXIBLE PIPE BEDDING DETAIL (FOR SDR -26 PIPE ONLY) N.T.S. 4 STANDARD CLEANOUT N.T.S. DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. FS I rE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: Q5°00 DESCRIPTION: ENC -46, 2.5° BRASS DISC pUg KS DATE: 2 � /lf� no% )Y/,& LOCATION: JEFFREY GAVAZZA � avlL DETAILS FOR: RECORD FROM: PLANNING JESSE O ENSI:+�2*� CHRISTOPHER L. MAGDOSKU ENCINITAS MEMORIAL NORTH PARKING ELEVATION: 173.343 (2007 ELEV) �-- R.C.E. NO.: C59894 CITY ENGINEER SCRIPPS HEALTH //�� 1 3325 -V DATUM: NAVD88 FF GA EXP.: 12/31/18 DATE � DATE �_ PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 CHRI R L. MAGDOSKU DATE INSPECTOR SHEET 13 OF 14 SITE l.1 0 o N N y � 5 to o N n yN 0 �` 0 PUN LL � L @ � Y in Q ^o�O 6" DIA AREA DRAIN: ZURN MODEL 26415 -66 -VP PAVEMENT. SEE ARCHITECTURAL �> RETAINING WALL PLAN FOR FINAL SURFACE MATERIAL AND /OR TEXTURE '��Y =`=, SST FLASHING OVER PER ROUGH ��'� WATERPROOFING GRADING TERMINATION BAR PACKAGE PERMEABLE PAVEMENT (PER RG PACKAGE) 1/2 ° AC MIX OGFC PER CALTRANS, ��� `\ SHEET WATERPROOFING PLANTER DRAIN TG TO MAi �,- PLANTING PER BIT 3000 BY GRACE 15 TO 20% AIR VOIDS 6.5' 5.5% TO 6% ASPHALT LOWER TC ELEVATIOf3- ° _, s LANDSCAPE PLAN WITH DRAIN MAT AND FOUNDATION DRAIN CONCRETE CATCH BASIN PER PLAN PERFORATED PIPE TO SD TRANSITION 4" CURB G -2 CURB AND GUTTER PER RG PACKAGE) STRIP W/ CURB CUTS IN z W/ CURB CUTS IN ! a. SPECIFIED AREAS 4" CURB � ROCK MULCH PER co m SPECIFIED AREAS I CHOKER /FILTER COURSE ,� LANDSCAPE PLAN 3/4° ASPHALT - TREATED CAULKING ASPHALT 3, . f " 18 PLANTING SOIL MIX, 0 0 0 0 0 0 0 0 0 o PERMEABLE BASE (ATPB), SEE NOTE #1. PER CALTRANS d ? 4" OUTLET PIPE PER PLAN N STONE RECHARGE /RESERVOIR BED FILTER FABRIC 1-1/2- TO 3° CLEAN/WASHED STONE, MULCH \/\ AASHTO 3 III —III ( III N'o: •- � # \ \ \ \ FOUNDATION DRAIN PLANTING SOIL III III III III_ PER (PER RG PACKAGE) 'J � /VA /VA /VA FILTER COURSE 1/2" CLEAN /WASHED GRAVEL, \ \ \ \ \ \ \ \ \ \ \ \ PER CALTRANS 6 NON - TRAFFIC AREA DRAIN - III —III III III- /A /A /A /A /A _ - .� °• `, 4 PERFORATED PVC PIPE / /,� //� N.T.S. � \ \ — III I /v/ ` /x,\/7 v ` v` A j AA XAAVAA VAA VAAVAAVAA VAA VAA VAA VAA VAA AA VAA` UNCOMPACTED \/ / �/\/ / �/\/ �/ ��/\///.A / / / \ / / / \ / / / \ / / / \ / / /� / / ✓.� / / /.�� SUBGRADE —III —III CONCRETE COLLAR �''� 6" OVERFLOW MAY BE SQUARE 1. SEE PROJECT PLANS FOR INVERT ELEVATION. OR CIRCULAR FILTER FABRIC in I 2. PIPE AND FITTINGS, EXCEPT AS OTHERWISE 12" PERFORATED PIPE GRAVEL SHOWN ON HEREON, SHALL BE OF THE SAME MATERIAL AS THE SEWER, UNLESS APPROVED 7' = ADAPTERS ARE UTILIZED AND MAY BE ANY OF �� `^' � THE FOLLOWING: 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS z FROM THE PROJECT GEOTECHNICAL ENGINEER. � + A. VC PIPE 1. PLANTING SOIL MIX SHALL BE 65% SAND, 20% SANDY LOAM, AND 15% COMPOST. � B. PE PIPE cN COVER C. ABS SOLID PIPE N z D. ABS COMPOSITE PIPE � E. PVC PLASTIC PIPE FRAME 3 TYPICAL SECTION OF BIOFILTRATION 2 VEGETATED SWALE SECTION Law.- 3. PIPES AND FITTINGS SHALL BE PROPERLY N.T.S. N.T.S. 7 POROUS AC PAVING PLAN ALIGNED AND MAINTAINED WHILE CONCRETE IS N.T.S. BEING PLACED AND ALLOWED TO HARDEN. JOINTS FOR PIPES AND FITTINGS SHALL BE FINISHED GRADE MADE PRIOR TO PLACING CONCRETE. CONCRETE OR PAVEMENT � 18" MIN. FOR BEDDING, ENCASEMENT, AND WALL CONCRETE WALL SUPPORT FOR PIPES AND FITTINGS SHALL BE - -- SUPPORT FOR TRAFFIC PLACED UNIFORMLY AROUND THE PIPE AND PRECAST CONCRETE CATCH BASIN 1 111 I I _� � � �_ III I I LOAD CONDITIONS FITTINGS AS SHOWN HEREON TO MAINTAIN WITH STEEL GRATE. TOP OF GRATE TRENCH BACKFILL PROPER ALIGNMENT. BIO- RETENTION LANDSCAPING DESIGN ELEVATION AS SHOWN ON PLAN w CONCRETE BASE AND PLANTING PER LANDSCAPE PLANS 'o 4. THE ACCESS FRAME, COVER AND CAP SHALL BE STONE RIP RAP INITIAL BACKFILL CAST IRON. THE FINGER HOLES MAY BE DRILLED CLEAN T 12" WATER QUALITY VOLUME PER DETAIL 4 HEREON z OUT OR MAY BE BLOCKED OUT PRIOR TO - � - � CASTING; THEY SHALL NOT BE PUNCHED OUT. BOTTOM OF BASIN O - I — M FLOW � � a w I ELEVATION AS 3• TYPE °B° MATERIAL ,� � N 5. THE CONTRACTOR, AT HIS OPTION, MAY PLACE 3" SHOWN ON PLAN a w BEDDING ,� � EITHER CIRCULAR OR SQUARE CONCRETE PIPE ^ WALL SUPPORTS AS SHOWN HEREON. ° fi" 6" y -L EXCAVATE TO UNDISTURBED MIN. MIN. V � SECTION B -B COVER AND FRAME ALHAMBRA FDRY. 3" PRETREATMENT MULCH j TRENCH BED. REPLACE WITH SHAPE TO FIT BELL AND HUB, A -1240 OR APPROVED EQUIVALENT BEDDING. COMPACT TO 90 %. AND THOROUGHLY COMPACT " j \ UNDER PIPE. SEE NOTE I. FINISHED GRADE FULL TOP ELEVATION 18 iAA �i PIPE FOR GRAVITY FLOW SAN. SEWERS AND DRAINAGE P.V.C. CONFORMING TO A.S.T.M. D -3034 MAXIMUM SDR 35, HEIGHT SUPPORT 12" MIN. PER PAVEMENT PER PLAN CONCRETE SANDY LOAM �\ \ GASKETED JOINTS FOR 4" TO 15" DIA PIPE AND ASTM F -679 FOR 18" DIA AND LARGER. SUPPORT MAY BE LOWERED PLANTING SOIL MIX � \ \ //� BEDDING CLEAN COARSE SAND. CONFORMING TO "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ACCESS CAP (11" DIA. x 1/2" THICK WITH �\ \ \%j SECTION 217 -2.4 3/4° FINGER HOLE IN CENTER) 3" CHOKING STON \ oa 000000000000000000 °00 oa0000 \ \/\ INITIAL NATIVE MATERIAL - MAXIMUM SIZE NOT TO EXCEED 1 1/2 ". 12" BACKFILL No. 2 COARSE AGGREGATE \ \ / / \� ' a z CONC. COLLAR MAY BE PER SECTION 200 -1.4 TRENCH NATIVE MATERIAL - 90% COMPACTION MIN. (95% COMPACTION IN UPPER 3.0 OF PAVED AREAS). UP TO m SQUARE OR CIRCULAR OF SSPWC BACKFILL CLASS IV SOILS, TYPE ML,CL. FINE GRAINED, LL<50, MEDIUM TO NO PLASTICITY. NOTE, IF CLASS IV SOIL, CONC. WALL SUPPORT � N 4" MIN TYPE MH OR ALL CLASS V SOILS THEN USE CLEAN COURSE SAND. Fe "� CONC. WALL AND BASE � VAiVA \ % /VA%VAA/VAA/ VAA %VAA %VAA %V�A %V�A %V�A /VAA /V�A VA /VA %� %�VA /� \%� CLEAN SHALL CONFORM TO THE REQUIREMENTS OF SAND FOR PORTLAND CEMENT CONCRETE AS SPECIFIED IN SUPPORT FOR TRAFFIC OPTIONAL CONSTRUCTION JOINT \ LOAD CONDITION OUTLET PIPE TO STORM DRAIN COARSE SECTION 200 -1.5.5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. RISER SHALL BE THE SAME AS MAIN PIPE 4" 0 PVC PERFORATED PIPE INVERT AND SIZE PER PLAN SAND DIAMETER BUT NOT LARGER THAN 6" (PERFORATIONS DOWN) WRAPPED IN FILTER FABRIC "TYPE" B SHALL BE ONE OF THE FOLLOWING: MATERIAL i. NATIVE FREE DRAINING MATERIAL OR CRUSHED ROCK CONFORMING TO SUBSECTION 200 -1.2 AND TABLE B iB GEOTEXTILE „ 201-1.2.1(A) OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ". FOR PIPES UP +lieu -III- inn- 111�i1�� TO AND INCLUDING 15" MAXIMUM ROCK GRADATION SHALL BE FOR PIPES OVER 15 ", MAXIMUM �Tll�llul���l NOTES' ROCK GRADATION SHALL BE BEN1Y 2. CLEAN COARSE SAND. u�Tlll ° 1. GEOTEXTILE /FILTER FABRIC SHALL BE NON WOVEN TYPE, MIRAFI 140N OR EQUIVALENT. z T�iH ' z °WYE` INSTALL CAP &MORTAR IF ��+ MAIN PIPE �IIIITII ` - - TERMINAL CLEANOUT. INSTALL ih �IIn ITI . s 1. EXCAVATE FOR BELLS OR HUBS SO FULL LOAD IS CARRIED BY PIPE BARRELS. �t1�i�lill 4° N PIPE IF IN -LINE CLEANOUT i II I II I I�T_I 2. TYPE °B" MATERIAL SHALL BE PLACED IN A MANNER SUCH AS SLICING SHOVEL- SPADING, OR SHOVEL RODDING TO 111 -I 1 BIO- FILTRATION SECTION INSURE COMPLETE FILLING OF THE "HAUNCH AREAS" BELOW THE PIPE. (JETTING OF TYPE "B" MATERIAL IS NOT FLOW INVERT ELEV. N.T.S. AUTHORIZED UNLESS PREVIOUSLY APPROVED). PER PLAN 3. TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 306-1.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. WATER DENSIFIED BACKFILL SHALL NOT BE USED. � 7ll= ll�il -1 ITI�TI��lll ^ °• ' ;.'. UNDISTURBED EARTH SECTION A -A N FOR REFERENCE ONLY 5 FLEXIBLE PIPE BEDDING DETAIL (FOR SDR -26 PIPE ONLY) N.T.S. 4 STANDARD CLEANOUT N.T.S. DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BK ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. FS I rE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: Q5°00 DESCRIPTION: ENC -46, 2.5° BRASS DISC pUg KS DATE: 2 � /lf� no% )Y/,& LOCATION: JEFFREY GAVAZZA � avlL DETAILS FOR: FLANT MATEFRIAL LEGEND TREES: 24" BOX SIZE (MIN.) CA551A LEPTOPHYLLA GOLD ME O- DALLION TREE \� (25' H. x 30' W. At MATURITY) - LAGERSTROEMIA INDICA 'WATERMELON RED' CREPE MYRTLE C� /' / /' / / ' /' / / ' (25'H. x 25'N, AT MATURITY) O- TIPUANA TIPU TIPU TREE (40'H. x 50'K At MATURITY) O- PODOCARPU5 GRACILIOR FERN PINE (45' H, x 20' W. AT MATURITY) — TRISTANIA CONFERTA 5RI55ANE BOX (45' H. x 25' W. AT MATURITY) O — SYAGxRU5 ROMANZOFFIANUM QUEEN PALM /' i' /! < / (50'H. x 25' W: AT MATURITY) / / / �l / �j / / •�.,, � . PINUS CANARIENSIS CANARY ISLAND PINE (65'H. x 25'N. AT MATURITY) POPULUS SPECIES POPLAR / / / i / i' / / / / /' / / ( / / o - � (50' H. x 30' W. AT MATURITY) LOT TFEE CALCULATIONS TOTAL PARKING L07 AREA: 83,932 S.F. TOTAL PARKING LOT SHADE AREA: 22519 S.F. /' /' ' / f / ID SHADE PERCENTAGE: 26.9% ^� // ( o — PARKING SPACES: 253 / / / �j PARKING LOT TREES REQUIRED: 51 ' / , � r r / - - PARKING LOT TREES PROVIDED :54 rol TOT,4L SATE TREE T,45UL AT I ON = MUP TREE TOTAL: 148 MUP OPTION TREE TOTAL: 119/' - 23 TREES LOST DUE TO CONSTRUCTION OF RETAINING WALL ON DEVONSHIRE DRIVE - - 6 TREES LOST DUE TO DESIGN CHANGES AND UTILITY ADDITIONS . `' I @3 sio 1 — All • F i6 66 _ 16 I� 960 __ �— � • • � � • /, � • • f / • • • A/9 + I 17 _ — Ndi✓7 LL 6 22� 2 00 > Y� _20 +QO - 19 +00 ' I \ / o. FD 8 +00 17 +00 16 +00 — \ \ c N n — —+ _ Berth T / / ( o Wall X X X X X M X IIaM � bC) N 09 I I X + O t o l � LL � I ° I 'SLOP o L o o w - Y v C6 \,p,NDSCAPF c Et w 9'Q� C M p . N 3 O W t7 No. 2 1 — Exp. 8/31/19 F O � � F IRE I SCE ON L ��qTF 30 60 90 OF CAUF���\P NORTH 8 ALE: O CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWS BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: ENC 4B, 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISIO OF RECOMMENDED: APPROVED- L1.00 LOCATION: PUBLIC WORKS DATE: 4 0 n`I JEFFREY GAVAZZA DATE ING RECORD FROM: R.C.E. NO.: C59894 JESS WENS /3-T�= AK CHRISTOPHER L. MAGDOSKU LANDSCAPE PLAN FOR: ENCINITAS MEMORIAL NORTH PARKING ELEVATION: 173.343 (2007 ELEV) — CITY ENGINEER SCRIPPS HEALTH 13325-G R DATUM: NAVD88 E FREY GAV EXR: 12/31/18 �- � DATE DATE PLANNING CASE NO: 06 -066 MUP APN: 258 - 241 -33 CHRIS MAGDOSKU DATE INSPECTOR SHEET 14 OF 14