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2016-12811 SG (plans)
RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "DESKTOP GEOLOGIC AND GEOTECHNICAL ENGINEERING EVALUATION PROPOSED LOADING DOCK EXPANSION," PREPARED BY KLEINFELDER DATED FEBRUARY 23, 2016, PROJECT # 20163851.001A SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMHENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE hRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12811 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED t,ND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT /,ND TEST THE EXCAVATION PL;`'CEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR'' FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. EROSION CONTROL 1. IN CASE " EMERGENCY WORK IS REQUIRED, CONTACT TINA PICKETT, SENIOR DIRECTOR, FACILITIES /SUPPORT OPSAT (760) 587 -7693 ( Pickett.Tina®scrippshealth.org, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 1 ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE, A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC - -18. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS ;-:?Du IL tl ,� zo•l8 L' Lm a g DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OF CONC. SD INLET ON NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: NONE VERTICAL: NONE Y SAN DIEGO, CA 92101 IMPERVIOUS AREA REPLACED: 4,000 SOFT NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL FIELD OPERATIONS RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA. 1048 (ENC -48) DATUM:NAVD88 I PLANNING AND BUILDING PARKS AND RECREATION ST%� N KETTLER STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION, CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCT10N IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760) -633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION• 4 000 SOFT OWNER SCRIPPS HEALTH 10140 CAMPOS POINT DRIVE, SUITE 210 SAN DIEGO, CA 92121 -1643 = (858) 678 -7080 �y cs SITE ADDRESS cs 354 SANTA FE DRIVE, ENCINITAS, CA 92024 258 - 241 -32 LEGAL DESCRIPTION 2 PARCEL 3 OF PARCEL MAP NO. 7709, IN THE CITY OF = ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY MAY 15, 1973 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: 2z�&� DATE: --4zz 1RUCE R I EY CORPORATE VICE PRESIDENT, CONSTRUCTION FACILITIES SOILS ENGINEER'S CERTIFICATE N.T.S. I, KEVIN CRENNAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 23, 2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDA11ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNATURE: ygwl_ :Cam/ DATE: � I S I /� 7 KEVIN M. CRENNAN GE NO.: 2511 QROFtss /ON 40 � M • C 9l EXP. DATE: 12 -31 -17 JOB #: 20163851.001A ca No. 2511 m z Exp.12 -31 -2017 .0 1NESST C STREET, SUITE 1200, SAN DIEGO, CA 92101 * r,�07rcHolCP 550 WE (619) 831 -4600 9p� OF CANE STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: �' DATE: 9- 14'-1& S VEN C. KETTLER QROFESS /ON KETTLER LEWECK ENGINEERING �o C. �l 303 A STREET, SUITE 302, SAN DIEGO, CA 92101 h4Q �� <^ (619) 269 -3444 CO rn ltp RCE EXPIRES 06 -30 -2018 c' No. C48358 m z Exp. 6 -30 -2018 ron * 141E CIVI OF EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A H : N/A V MAXIMUM VERTICAL DEPTH OF CUT = 2.0' MAXIMUM VERTICAL DEPTH OF FILL = 0' CUT = 60 C.Y. FILL = 0 C.Y. EXPORT = 60 C.Y. REMEDIAL = 75 C.Y. (1.5' REMOVAL AND RECOMPACTION UNDER AND 0' OUTSIDE OF BUILDING AREAS) KETTLER LEWECK IMPERVIOUS AREA AFTER CONSTRUCTION: 4,800 SOFT E N G I N E E R I N G DATE: I /*-/% INCREASE IN IMPERVIOUS AREA: 800 SOFT 303 A STREET, SUITE 302 STEVEN KETTLER EXP.: 06 -30 -18 SAN DIEGO, CA 92101 IMPERVIOUS AREA REPLACED: 4,000 SOFT t: 619 2 w.kett4 f: eck 269 -3459 www. kettlerleweck. co m FIELD OPERATIONS I PLANNING AND BUILDING PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT SIGN nt ZZ • t6 DATE MASIH MAHER loes116 DATE ND SERVICE ALERT CALL BEFORE YOU DIG CALL TOLD 811 OR 1-800- 227 -2600 TWO WORKING DAYS BEFORE YOU DIG BMP PROJECT STATUS ENCINITAS FIRE DEPARTMENT SCRIPPS MEMORIAL HOSPITAL LOADING DOCK EXPANSION ® 354 SANTA FE DRIVE GLENN PRUIM SCRIPPS HEALTH �oz /i ` 25E-241-32 DATE PLANNING CASE NO: 06 -066 MUP /DR /CDP 12811 -SG SHEET 1 OF 6 ri PLANS PREPARED UNDER SUPERVISION OF DATE: I /*-/% Z 23 /18 �� R.C.E. NO.: C48358 STEVEN KETTLER EXP.: 06 -30 -18 MASIH MAHER loes116 DATE ND SERVICE ALERT CALL BEFORE YOU DIG CALL TOLD 811 OR 1-800- 227 -2600 TWO WORKING DAYS BEFORE YOU DIG BMP PROJECT STATUS ENCINITAS FIRE DEPARTMENT SCRIPPS MEMORIAL HOSPITAL LOADING DOCK EXPANSION ® 354 SANTA FE DRIVE GLENN PRUIM SCRIPPS HEALTH �oz /i ` 25E-241-32 DATE PLANNING CASE NO: 06 -066 MUP /DR /CDP 12811 -SG SHEET 1 OF 6 ri w �l LEC,�p (COKL) WORK TO BE DOPE IMPROVEMENT SYMBOL THE GRADINGS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT PROPERTY BOUNDARY — — STANDARD SPECIFICATIONS, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ,1 RIGHT OF WAY LINE CONSTRUCTION. t N FINISH GRADE CONTOURS 288 GRADING SHALL CONSIST OF CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON PROPOSED DAYLIGHT LINE THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING DETAILS SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING PROPOSED LOADING DOCK ORDINANCE. 200 0 200 400 w� STANDAM PROPOSED BUILDING bi ! " SCALE IN FEET PROPOSED RETAINING WALL (PER BUILDING PLANS) 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION T (GREENBOOK), DOCUMENT NO. AEC1231061, FILED DECEMBER 31, 2006, GRAPHIC SCALE PROPOSED AC PAVING INCLUDING THE REGIONAL AND CITY Of SAN DIEGO SUPPLEMENT, DOCUMENT rt (:; NO. AEC1231062, FILED DECEMBER 31, 2006. f I PROPOSED CONCRETE PAVING 2. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 EDITION, AS AMENDED FOR USE IN CALIFORNIA), DOCUMENT \i t `X, KEY MAP LEGEND PROPOSED SEWER (PER BUILDING PLANS) N0. AEC1231064, FILED DECEMBER 31, 2006. DEPARTMENT OF TRANSPORTATION, STANDARD 1 `�� "` 3. STATE OF CALIFORNIA, ✓ SPECIFICATIONS, DOCUMENT NO. AECO925062, FILED SEPTEMBER 25, 2006. 4. LANDSCAPE / HANDSCAPE TO BE REMOVED K SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. 1 SHEET N0. �1, [�, '�, �'� SHEET LIMITS � b ;I � ATM 1. CITY OF SAN DIEGO STANDARD DRAWINGS, INCLUDING ALL REGIONAL ', i `� \` STANDARD -, a �� AC = ASPHALT CONCRETE 72.89 ( ) = EXISTING ELEVATION DRAWINGS, DOCUMENT NO. AEC1231063, FILED DECEMBER 31, 2006. a _ 1\ »i`,, PVMT = PAVEMENT PCR = POINT OF REVERSED CURVE 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, PCC = PORTLAND CEMENT CONCRETE (R) = RADIAL BEARING DOCUMENT NO. AECO925061, FILED SEPTEMBER 25, 2006. LIP = GUTTER LIP VERT. = VERTICAL 3. WATER AGENCIES STANDARD DRAWINGS. _ G� ' \\ E P _ EDGE OF PTAVEMENT SDR D = SAN DIEGO REGIONAL LEGEW ;I TC =TOP OF CURB STANDARD DRAWINGS EXISTING SYMBOL - f FL = FLOWLINE EXIST. = EXISTING 4 t ` x ���� INV =PIPE INVERT D REO . = REQUIRED EXISTING CABLE TELEVISION LINE - c 1V " \ TB =TOP OF BERM PVC = POLYVINYL CHLORIDE PIPE EXISTING TELEPHONE T — \ \l BC = BEGIN CURB PP PO EXISTING u� = EC END CURVE CMP _ CORRUGATED METAL PIPE EXISTING CONTOURS _ - �i {. FH =FIRE HYDRANT R/W = RIGHT OF WAY CAB ARHM = CRUSHED AGGREGATE BASE = ASPHALT RUBBERIZED HOT MIX EXISTING GRADE ELEVATION 2i I - \ ST LT = STREET LIGHT WAS = WATER AGENCIES STANDARD ii BCR = BEGIN CURB RETURN WTR = WATER EXISTING CURB & GUTTER "� \\ ; (d ECR =END CURB RETURN SWR TG = SEWER = TOP OF GRATE EXISTING CURB S EXISTING SIDEWALK ,, 3 4 EXISTING PEDESTRIAN RAMP � EXISTING STORM DRAIN PIPE — — t' - s \� }'., i THE BASIS OF BEARINGS FOR THIS SURVEY IS THE 1 ZONE 6, EPOCH 1 3 PER ROS 14310, ADJUSTED '1 8 (NC -48) AND '1 33 ( C -33) PER CITY OF 043, 0 991. EN CALIFORNIA GRID ENCINITAS COORDINATE SYSTEM OF BEARING BETWEEN STATION CONTROL SURVEY AS SHOWN EXISTING STORM DRAIN CLEANOUT Q EXISTING STORM DRAIN CURB INLET - \ \ ON RECORD OF SURVEY 18416. ❑ EXISTING STORM DRAIN CATCH BASIN - �1 EXISTING STORM DRAIN HEADWALL m SHEET INDEX EXISTING WATER — :, u x1Pu Q t ` -�, TITLE SHEET 1 EXISTING FIRE HYDRANT 1 .,II}\11 J it! F� \ . . KEY MAP, LEGEND AND NOTES .. 2 EXISTING GATE VALVE ....; ....- PAJN ""j . . . . . . . . . . . . . . . . . . . . . EXISTING BLOWOFF �. r I r t(,� ti r� " EXISTING CONDITIONS AND PARTIAL DEMO PLAN. . . FINISH /PRIVATE GRADING AND DRAINAGE. PLAN. . . EROSION CONTROL PLAN . . . . . . . . . . . . 3 . . . . . . . . . . 4 5 EXISTING MANUAL AIR VALVE EXISTING WATER REDUCER g El [ �� — \ N e e ) l �;. .1 . . . . ACCI►I-r€.Cfir f �, LANDSCAPE MAN . (o EXISTING SEWER EXISTING SEWER MANHOLE - — " "$ $ tS`e EXISTING SEWER LATERAL T .. q .: _ — EXISTING GAS GAS �. �- P _ f EXISTING PARKING STALL "A .., EXISTING ELECTRIC — - - - — KEY MAP EXISTING PARKING LIGHTING EXISTING STREET LIGHTS SCALE: 1" = 200' EXISTING RETAINING WALL - EXISTING TREES EXISTING SLOPES EXISTING TOP OF CURB ELEVATION t� rG EXISTING CHAIN LINK FENCE EXISTING BROW DITCH] ? QROFCSS/ p,V KETTLER- LEWECK Ao ' ENGINEERING Z; No. C48358'" m 303 A STREET, SUITE 302 z Exp. 6 -30 -2018 �b SAN DIEGO, CA 92101 t: 619 269 -3444 1 f: 619 269 -3459 i} CIV1L �p www.kettlerieweck.com OF CA0F CHANGE NO. DESCRIPTION APPROV D DATE BENCHMARK SCALE As GU I L. TS DESIGNED BY: DRAWN Bv: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JCW JCW JCW /SCK AS gUtt -TS vu 0 CLH 2 -28-18 DESCRIPTION: 2.5' BRASS DISC STAMPED Ls 7322 LOCATION: NW CORNER OF CONC. SO INLET ON NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: 1" =200` �� PLANS PREPARED UNDER SUPERVISION OF DATE 9- /4 - //® R.C.E. NO.: C48358 RECOMMENDE APP V MASIH MAHER GLENN PRUIM KEY MAP, LEGEND AND NOTES SCRIPPS MEMORIAL HOSPITAL LOADING DOCK EXPANSION 354 SANTA FE DRIVE SCRIPPS HEALTH p �+��±± 12 ®11 -S V NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA. 1048 (ENC -48) DATUM: NAVD88 VERTICAL: NONE L L� lg STE,4Et-A 4(E��LER PAiE STEVEN <ETTLER EXP.: 06 -30 -18 I 0/.:r " & �� 1 DATE DATE —T. 258 - 241 -32 PLANNING CASE NO: 06 -066 MUP /DR /CDP SHEET 2 OF 6 w �l III III � I I t t \, 1r, I 11 t Ir 1 I1 i f r i! ..._......_I �s 2 I� I II \ \ I I f c i i t I I I I° I� i ,t M X14 i i 1' f i I Ij. i O i, F I I Lv i I � T -68 1 NOTES r V ,� , 1 1 `. � ,, ,�tJ �, � ! 1. THE EXISTING ROOF DRAINS SHALL BE REROUTED TO MAINTAIN DRAINAGE. REFER TO THE PLUMBING DRAWINGS. 2, EXIS71NG U77LI71ES SHOWN HEREON WERE PLOTTED BASED ON AVAILABLE RECORDS THE CONTRACTOR IS Jr , / RESPONSIBLE FOR VERIFWNG THE EXACT LOCA71ON OF - " "7^ ALL U71U7IES PRIOR TO EXCAVAIING. EXISTING HOSPITAL (FF= 173.46) ITEMS TO REMAIN Qt EXIST 12" PVC WATER (PUBLIC) PER DWG 10305 —G ® EXIST 8" PVC 'WATER (PUBLIC) PER DWG. CG3229 ® EXIST 36" RCP STORM DRAIN (PUBLIC) PER DWG 10305 —G ® EXIST 24" RCP STORM DRAIN (ABANDONED IN PLACE) ® STORMFILIER CURB INLET (PVT) PER DWG 10305 —G © EXIS77NG SEWER APPUR7ENANCES (PVT) 07 EXISTING ELEC. CABINET ® EXIS71NG ELEC HANDHOLE 09 EXISTING MAILBOX 10 3 EXIS71NG 2" WATER METERS PER DWG CG3229 11 EXIS71NG 12" PVC STORM DRAIN PER DWG 10305 —G Ell EXIS71NG 8" WATER (PVT) PER DWG 10305 —G 13 EXIS71NG 6" WATER (PUBLIC) PER DWG 10305 —C EHI EXIS17NG 2" MANUAL AIR VALVE PER DWG 10305 —G 15 EXIS71NG WATER (PVT) 16 EXISTING MED GAS (PVT) 17 EXIS77NG ELECT. (PVT) Fl _8FI EXIS71NG HARDSCAPE 17EMS TO BE REMOVED O EXIS71NG TRENCH DRAIN ® EXIS77NG LOADING DOCK (SEE ARCH PLANS FOR LIMITS) PORTION OF EXIST WALT'- (SEE ARCH PLANS FOR LIMITS) ® EXIS77NG RAMP AND WALL ® EXISTING COMPACTOR AND ENCLOSURE © EXISTING CURB OUTLETS (SEE NOTE 1) �7 EXIS77NG PARKING STRIPING ® EXIS71NG WALL O EXIS71NG SECURITY OFFICE 10 EXISTING BOLLARD 11 EXISTING HARDSCAPE, PAVING 12 EXISTING LANDSCAPE 13 NOT USED 14 EXISTING LIGHT 10 8 5 10 6 /i J 4 8 45 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND $ _ I INCIDENTAL THERETO AS SET FORT IN A �_ RIGHTS INCID 8 j h ! t � } .. __ 6 �-��.. _ DOCUMENT. j GRANTED TO :. SAN DIEGUITO IRRIGA71ON DISTRICT : F PURPOSE :. WATER PIPELINES ---- . f i i i f RECORDED :. AM 10, 1975 As Na EXISTING PARKING STRUCTURE 1 ' s -- _ — _ r— 75-1e OF OFFICIAL RECORDS ' I 7 i4 6 10 I AN EASEMENT FOR TE PURPOSE SHOWN BELOW AND " RIGH INCIDENTAL THERETO AS SET FORT IN A DOCUMENT 61 ! 14 12 GRANTED TO :. SAN DIEGO FLOOD CONTROL s f r 9 14 r 8 DISTRICT, E ZOd{ — , ENCLOSED OR UNECLOSED DRAINAGE _ PURPOSE. \. _ %"`� CHANNEL E � 19 5 I -- RECORD D% 76 AS INS T OFFICIAL RECORDS 8 Nq, 78° g AND 11 AN EASEMENT FOR THE PURPOSE SHOWN BELOW A RIGHTS INCIDENTAL THERETO AS SET FORT IN A _ g i DOCUMENT. l � 12 6 GRANTED TO :. SAN DIEGUITO WATER DISTRICT 12 PURPOSE. WATER PIPELINES, INGRESS AND V / EGRES y r RECORDED:. NMW 9, 1988 AS NSIRUMENT Na 86-1=7 OF OFFICIAL RECORDS ............... OQ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND 7 RIGHTS INCIDENTAL THERETO AS SET FORT IN A DOCUMENT ..... GRAN TED TO :. PACIFIC BELL, A CALFORNIA EXISTING HOSPITAL coRPORanod (FF- 173.46) PURPOSE. PUBLIC UTILITIES, INGRESS, EGRESS - I 1 RECORDED :. PAY 21, 1969 AS T Na I � � `� �- �- _ W-36M OF OFFICIAL RECORDS l ® AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND 145 J / RIGHTS INCIDENTAL THERETO AS SET FORT IN A DOCUMENT. 4^ .. _ GRANTED TO:. SAN DIEGUITO WA7ER DISTRICT t i ! PURPOSE. FOR A PIPELINE OR PIPELINES WIT } _ TE RIGHT OF INGRESS THERETO AND EGRESS t f/j ( .. MAY 1991 AS Na THEREFROM RECO,RDED OF OFFICIAL RECORDS / I / • II j t AN EASEMENT FOR TE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. i,.. �, I , � ) 1 _ -j f•_ 1 a GRANTED TO. SAN DIEGU ITO WATER DISTRICT . PURPOSE.-. WATER LINE RECORDED.. FEBWWY 2010 AS f NO. 7276 OF CIAL RECORDVSIRUI ]V QROFESS /pN 9O AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND ® C q` RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. TRUE NORTH KETTLER , a LEWECK � � � Z , GRANTED TO:. THE CITY OF ENCINITAS G No. 048358 ,, o PURPOSE. DRAINAGE EXISTING CONDITI ®NS PARTIAL DEMOLITION PLAN DRAVAVOSCALE ENGINEERING u Exp.6 -30 -2018 -0 . RECORDED:. T31,MOASINa 303 A STREET, SUITE 302 * * 291 OFFICIAL RECORDS SAN DIEGO, CA 92101 CIVIC �P SCALE: 1 rr = 1 0r 0' 5' 10' 20' t: 619 269 -3444 1 f: 619 269 -3459 £ OF CALIF NOTE. INFORMATION ABOVE BASED ON CHICAGO 717LE www.kettleriewock.com COMPANY FIRST AMENDED PRELIMINARY REPORT DATED APRIL 13, 2015, ORDER NO.: 12205094 - 993 —SD2. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS OUIL I—S DESIGNED BY: DRAWN av: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JCW JCW JCW /SCK AS SOIL-179 Iffevu It C M 2 -2.8 -I DESCRIPTION: 2.5' BRASS DISC STAMPED LS 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP V EXISTING CONDITIONS /PARTIAL DEMO PLAN LOCATION: NW CORNER OF CONC. SO INLET ON SCRIPPS MEMORIAL HOSPITAL LOADING DOCK EXPANSION NORTH SIDE OFSANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: 1 " =10' DATE: 9 -14'I� ^ �;/ 354 SANTA FE DRIVE 12811 -SG NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL ���� R.C.E. NO : C48358 MASIH MAHER GLENN PRUIM SCRIPPS HEALTH RECORD FROM:. R.O.S. 18416 VERTICAL: NONE Z Qj l8 / ��` ELEVATION: 173.376, STA. 1048 (ENC -48)' 1 l7 0 �� 258 - 241 -32 DATUM: NAVD88 STEVE KETTLEtZ DATE STEVEN KETTLER EXP.: 06 -30 -18 DATE /���u DATE PLANNING CASE NO: 06 -066 MUP /DR /CDP SHEET 3 OF 6 EXISTING PARKING STRUCTURE AI all! 2 Al — -- — ------- T-1 U i\ 7— 7— 0(1 41 I LL L. . ..... . . CL EXISTING HOSPITAL (FF=173.46) NOM-, PLAN SHEET P-102 ENCROACHMENT OF LOADING DOCK INTO 10 PROPOSED 4' PVC SO, MIN 1% SLOPE. OUTLET AT CURB PAC BELL EASEMENT IMPACTS TO THE FACE. SEE PLUMBING SHEET P-102 FOR CON71NUA17ON AT PAC-BELL FACILITY WILL REQUIRE PAC-BELL BUILDING. APPROVAL. COORDINATION PROVIDED BY OTHERS. STORM DRAIN = CITY OF ENCINITAS DRAIN INLET i'LlywUnu STORM WATER EMP MANUAL. EXISTING CONCRETE TO REMAIN. PROPOSED CONCRETE PAVING (SEE GE07ECH REPORT FOR SEC -BON) 7_ PROPOSED ASPHALT PAYING (SEE GE07ECH REPORT FOR SECTION) PROPOSED LOADING DOCK. REFER TO ARCH DRAWINGS. PAVEMEW SECTION IIIIIIIIIIX;i I' EXISTING HOSPITAL (FF=1 73.46) REFER TO "DESKTOP GEOLOGIC AND GE07ECHNICAL ENGINEERING EVALUATION, SCRIPPS MEMORIAL HOSPITAL PROPOSED LOADING DOCK REHABILITATION," DATED FEB 23, 2016, FOR PAVEMENT SECTION RECOMMENDATIONS. CONTRACTOR SHALL USE A MINIMUM 71=6.0 EASEMENTS SEE SHEET 3 FOR EASEMENT INFORMATION PON Fr/ E F No PrOFF/I RETAINING WALL NOT STORAGE \—ROOF PER z ARCH. DRAWINGS ALL RETAINING WALLS ASSOCIATED WITH THE CONSTRUCTION OF THE TRASH STORAGE -7 WALL PER IMPMAI 11 1140710E .......... ARCH. DRAWINGS Code requires that a Dig Alert Identification SEWER INLET PER 3' RIBBON GUTTER Number be issued before a PLUMB. DRAWINGS 112- ROUNDING NOTES I I 1, 7: 1 TRASH ENCLOSURE ENCLOSURE SHALL BE PERMITTED VIA THE OSHPD BUILDING PERMIT Section 4216/4217 of the Government I T-I 71 (TYPICAL) 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING CONDITION "Permit to Excavate" will be valid. REMAIN. tr For your Dig Alert I.D. Number Call EXISTING WATER MAIN TO MATCH EXISTING AND NOTIFY THE ARCHITECT AND ENGINEER -OF -WORK OF ANY DISCREPANCIES PRIOR TO 1 0.5% T PUBLIC 0. X17 Underground Service Alert PROTECT IN PLACE. cs START OF CONSTRUCTION. TOLL M OR 1-800-227-25W , I i . i Z REFER TO SHEET C1.0 AND THE ARCH PLAN FOR DEMOLITION INFORMATION. Two working days before you dig pu V IT 3. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL DAMAGED EXISTING 4__ A IMPROVEMENTS. 4 "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR V 4. REPLACEMENT OF SUCH PUBLIC IMPROVEMENTS IS REQUIRED, THE OWNER SHALL OBTAIN d) -OF-WAY, SATISFACTORY TO \Z- THE REQUIRED PERMITS FOR WORK IN THE PUBLIC RIGHT 0" THE PERMIT- ISSUING AUTHORITY. -&-LEWE .KETTLER IS CK 5. THE EXISTING IMPROVEMENTS LOCATED ON-SITE ARE ALL PRIVATE UNLESS OTHERWISE U�) j NOTED. THE LOCATION OF 7HESE PRIVATE FACILITIES ARE BASED ON AN AS-BUILT E N G I N E E R I N G NTS In Not BEC77ON A ®A 303 A STREET, SUITE 302 DRAWING PROVIDED BY THE OMERIAPPLICANT SAN DIEGO, CA 92101 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO t: 619 269-3444 1 f: 619 269-3459 BEGINNING CONSTRUCTION. LOCATION METHODS MAY INCLUDE DIG ALERT AND www.kettleriewock.com C. ql POTHOLING. THE CONTRACTOR SHALL N07IFY THE ENGINEER OF WORK OF ANY ISSUES AND ANTICIPATE A POTENTIAL CONSTRUCTION CHANGE. 7 THE CONTRACTOR SHALL MAINTAIN A 0.59 MINIMUM GRADE ON ALL NEW CONCRETE TRUE NORTH Z; No. CQ358 SURFACES. LIJ 0� Exp. 6-30-2018 B. COMPACTION OF SUBGRADE FOR ALL PAVEMENT AND STRUCTURES SHALL BE PER FINISH/PRIVATE GRADING & DRAINAGE PLAN DRAIMM SCAL-E THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER. III CIVI\I. '\t' 9. ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN MOTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN SCALE: 1" = 10' 0. 5. 10, 20' a OF � CALVE Cpo' ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS GUILTS DESIGNED BY� DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JGW JC;vv I JUVV16UK As SWLTS PTS Z.U.1 s CLIP-% 2 -ZS -18' DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND FINISH/PRIVATE GRADING AND DRAINAGE PLAN LOCATION: .NW CORNER OF CONIC. SO INLET ON SCRIPPS MEMORIAL HOSPITAL LOADING DOCK EXPANSION NORTH SIDE OF SANTA FE DR. WEST OF 1-5 AT THE HORIZONTAL: 1 .=101 DATE: 9-14-14 7 - /V 6L_ 354 SANTA FE DRIVE 12811 -SG NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 MA81H MAHER GLENN PRUIM SCRIPPS HEALTH RECORD FROM: R.O.S. 18416 VERTICAL: AS SHOWN 2, Z,$ /6 258-241-32 ELEVATION: 173.376, STA. 1048 (ENC-48) * - I ZI—t-1 K1tT1T1_r_?_ PAT STEVEN KETTLER EXP.: 06-30-18 1 DATUM: NAVD88 DATE DATE PLANNING CASE NO: 06-066 MUP/DR/CDP SHEET 4 OF 6 IMPROVEMENT NOTES Y-00 COTE SHALL CONCRE PROPOSED RETAINING WALL, SEE STRUCTURAL SHEETS. 1 -60 BE 560 C 3250 PROPOSED RIBBON GUTTER PER DETAIL. VARIES 112- ROUNDING (TYPICAL) NOT USED (SEE PLAN) PROPOSED FREE STANDING WALL PER ARCH PLAN PROPOSED LOADING DOCK. SLOPE AWAY FROM FACE OF 4. 4 BUILDING. SEVER INLET /LATERAL. SHOWN FOR REFERENCE ONLY. SEE PLUMBING SHEET P-102. 3' WIDE RIBBON oun"IER DETAIL NTS PROPOSED STAIRS (PER ARCH) O9 EXTENSION OF EXISTING J" ROOF DRAINS. SEE PLUMBING NOM-, PLAN SHEET P-102 ENCROACHMENT OF LOADING DOCK INTO 10 PROPOSED 4' PVC SO, MIN 1% SLOPE. OUTLET AT CURB PAC BELL EASEMENT IMPACTS TO THE FACE. SEE PLUMBING SHEET P-102 FOR CON71NUA17ON AT PAC-BELL FACILITY WILL REQUIRE PAC-BELL BUILDING. APPROVAL. COORDINATION PROVIDED BY OTHERS. STORM DRAIN = CITY OF ENCINITAS DRAIN INLET i'LlywUnu STORM WATER EMP MANUAL. EXISTING CONCRETE TO REMAIN. PROPOSED CONCRETE PAVING (SEE GE07ECH REPORT FOR SEC -BON) 7_ PROPOSED ASPHALT PAYING (SEE GE07ECH REPORT FOR SECTION) PROPOSED LOADING DOCK. REFER TO ARCH DRAWINGS. PAVEMEW SECTION IIIIIIIIIIX;i I' EXISTING HOSPITAL (FF=1 73.46) REFER TO "DESKTOP GEOLOGIC AND GE07ECHNICAL ENGINEERING EVALUATION, SCRIPPS MEMORIAL HOSPITAL PROPOSED LOADING DOCK REHABILITATION," DATED FEB 23, 2016, FOR PAVEMENT SECTION RECOMMENDATIONS. CONTRACTOR SHALL USE A MINIMUM 71=6.0 EASEMENTS SEE SHEET 3 FOR EASEMENT INFORMATION PON Fr/ E F No PrOFF/I RETAINING WALL NOT STORAGE \—ROOF PER z ARCH. DRAWINGS ALL RETAINING WALLS ASSOCIATED WITH THE CONSTRUCTION OF THE TRASH STORAGE -7 WALL PER IMPMAI 11 1140710E .......... ARCH. DRAWINGS Code requires that a Dig Alert Identification SEWER INLET PER 3' RIBBON GUTTER Number be issued before a PLUMB. DRAWINGS 112- ROUNDING NOTES I I 1, 7: 1 TRASH ENCLOSURE ENCLOSURE SHALL BE PERMITTED VIA THE OSHPD BUILDING PERMIT Section 4216/4217 of the Government I T-I 71 (TYPICAL) 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING CONDITION "Permit to Excavate" will be valid. REMAIN. tr For your Dig Alert I.D. Number Call EXISTING WATER MAIN TO MATCH EXISTING AND NOTIFY THE ARCHITECT AND ENGINEER -OF -WORK OF ANY DISCREPANCIES PRIOR TO 1 0.5% T PUBLIC 0. X17 Underground Service Alert PROTECT IN PLACE. cs START OF CONSTRUCTION. TOLL M OR 1-800-227-25W , I i . i Z REFER TO SHEET C1.0 AND THE ARCH PLAN FOR DEMOLITION INFORMATION. Two working days before you dig pu V IT 3. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL DAMAGED EXISTING 4__ A IMPROVEMENTS. 4 "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR V 4. REPLACEMENT OF SUCH PUBLIC IMPROVEMENTS IS REQUIRED, THE OWNER SHALL OBTAIN d) -OF-WAY, SATISFACTORY TO \Z- THE REQUIRED PERMITS FOR WORK IN THE PUBLIC RIGHT 0" THE PERMIT- ISSUING AUTHORITY. -&-LEWE .KETTLER IS CK 5. THE EXISTING IMPROVEMENTS LOCATED ON-SITE ARE ALL PRIVATE UNLESS OTHERWISE U�) j NOTED. THE LOCATION OF 7HESE PRIVATE FACILITIES ARE BASED ON AN AS-BUILT E N G I N E E R I N G NTS In Not BEC77ON A ®A 303 A STREET, SUITE 302 DRAWING PROVIDED BY THE OMERIAPPLICANT SAN DIEGO, CA 92101 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO t: 619 269-3444 1 f: 619 269-3459 BEGINNING CONSTRUCTION. LOCATION METHODS MAY INCLUDE DIG ALERT AND www.kettleriewock.com C. ql POTHOLING. THE CONTRACTOR SHALL N07IFY THE ENGINEER OF WORK OF ANY ISSUES AND ANTICIPATE A POTENTIAL CONSTRUCTION CHANGE. 7 THE CONTRACTOR SHALL MAINTAIN A 0.59 MINIMUM GRADE ON ALL NEW CONCRETE TRUE NORTH Z; No. CQ358 SURFACES. LIJ 0� Exp. 6-30-2018 B. COMPACTION OF SUBGRADE FOR ALL PAVEMENT AND STRUCTURES SHALL BE PER FINISH/PRIVATE GRADING & DRAINAGE PLAN DRAIMM SCAL-E THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER. III CIVI\I. '\t' 9. ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN MOTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN SCALE: 1" = 10' 0. 5. 10, 20' a OF � CALVE Cpo' ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS GUILTS DESIGNED BY� DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JGW JC;vv I JUVV16UK As SWLTS PTS Z.U.1 s CLIP-% 2 -ZS -18' DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND FINISH/PRIVATE GRADING AND DRAINAGE PLAN LOCATION: .NW CORNER OF CONIC. SO INLET ON SCRIPPS MEMORIAL HOSPITAL LOADING DOCK EXPANSION NORTH SIDE OF SANTA FE DR. WEST OF 1-5 AT THE HORIZONTAL: 1 .=101 DATE: 9-14-14 7 - /V 6L_ 354 SANTA FE DRIVE 12811 -SG NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C48358 MA81H MAHER GLENN PRUIM SCRIPPS HEALTH RECORD FROM: R.O.S. 18416 VERTICAL: AS SHOWN 2, Z,$ /6 258-241-32 ELEVATION: 173.376, STA. 1048 (ENC-48) * - I ZI—t-1 K1tT1T1_r_?_ PAT STEVEN KETTLER EXP.: 06-30-18 1 DATUM: NAVD88 DATE DATE PLANNING CASE NO: 06-066 MUP/DR/CDP SHEET 4 OF 6 KEYED NOTES 01 FIBER ROLL (SEE DETAIL THIS SHEET) 02 GRAVEL BAG INLET PROTECTION (SEE DETAIL THIS SHEET) } s ?CP SD PL'R D410 _� ..... 4 N all! A►N109m. 0 UWGlQIQP]Ca:l EROSION CONTROL PLAN SCALE: 1" = 20' —OPENING AT INLET EMBED FIRST ROW EMBED FIRST ROW OF GRAVEL BAGS OF GRAVEL BAGS HALF DEPTH BAG EMBEDDING DETAIL HALF DEPTH GRAVEL BAG DETAILS NOT TO SCALE -ot o_ °'c GRAVEL BAGGING ON PARKING LOT GRAVEL BAGS ONTO CURB RUNOF I GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL BAGGING ON SWALE Z° 160, 3W � ,� 110 ®Q' 2 BAGS HIGH y ® LOW POINT ID AGS HIGH TYPICAL INLET DETAIL 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED OF SIDEWALK rA r 1 GRAVEL FILLED SANDBAGS CATCH BASIN ARE STACKED TIGHTLY BACK OF CURB CURB INLET PONDING HEIGHT CURB INLET = iPILLWA�rSI01 FATCH A PLAN VIEW SECTION A — A NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENT WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDPAGS, OF EITHER BURLAP OR WOVEN GE07EXIILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PAOI ED 11GHILY. J. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 0MVELBA ®"mM9199m NTS - - -N /A - PERMEABLE PAYERS AND /OR GREEN ROOFS WILL NOT BE USED FOR THIS PROJECT. CONSTRUCTIQN CNSIDERARONS ? MINIMIZE SOIL COWPACT70N FOR LANDSCAPED AREAS OF THE PROJECT SITE DESIGNATED FOR STORM WATER TREATMENT. ? IMPLEMENT SOIL AMENDMENTS. LANDSCAPE TOPSOIL IMPROVEMENTS PLAY A SIGNIFICANT ROLE IN MAINTAINING PLAN AND LAWN HEALTH. SUCH SOIL AMENDMENTS ALSO IMPROVE THE SOIL'S CAPACITY TO RETAIN MOISTURE, WHICH WILL REDUCE RUNOFF FROM THE WATER QUALITY DESIGN STORM AND IMPROVE WATER QUALITY. - -TA THE MAXIMUM EMT PRACTICABLE, THE CONSTRUCTION OF THE PROJECT WILL COMPLY WITH THIS M. ADDITIONAL CONSIDERATIONS ? STABILIZE THE SITE. VEGETATE DISTURBED SOILS AND SLOPES WITH DROUGHT TOLERANT VEGETATION AND STABILIZE PERMANENT CHANNEL CROSSINGS Y CONVEY RUNOFF SAFELY AWAY FROM THE TOPS OF SLOPES (TO PREVENT SLOPE INSTABILITY CAUSED BY INFILTRATED RUNOFF). ? INSTALL ENERGY DISSIPATERS, SUCH AS RIPRAP, AT THE OUTLETS OF NEW STORM DRAINS, CULVERTS, OR CHANNELS THAT DISCHARGE TO UNLINED CHANNELS IN ACCORDANCE NTH APPLICABLE SPECIFICATIONS TO REDUCE THE POTENTIAL FOR EROSION AND MINIMIZE IMPACTS TO RECEIVING WATERS. FINDING THE RIGHT LOCATION FOR LID TREATMENT FACILITIES ON THE PROPOSED SITE INVOLVES A CAREFUL AND CREATIVE INTEGRATION OF SEVERAL FACTORS: ? TO MAKE THE MOST EFFICIENT USE OF THE S17E AND TO MAXIMIZE AESTHETIC VALUE, INTEGRATE IMPS NTH SITE LANDSCAPING. MANY LOCAL ZONING CODES MAY REQUIRE LANDSCAPE SETBACKS OR BUFFERS, OR MAY SPECIFY THAT A MINIMUM PORTION OF THE SITE BE LANDSCAPED. IT MAY BE POSSIBLE TO LOCATE SOME OR ALL OF THE SITE`." TREATMENT AND FLOW - CONTROL FACILITIES WITHIN THIS SAME AREA, OR WITHIN U71UTY LASEMENTS OR OTHER NON- BUILDABLE AREAS. ? PLANTER BOXES AND BIORETENTION AREAS MUST BE LEVEL OR NEARLY LEVEL ALL THE WAY AROUND. BIORETENTIN AREAS CONFIGURED AS SWALES MAY BE GENTLY SLOPED IN THE LINEAR DIRECTION, BUT OPPOSITE SIDES MUST BE AT THE SAME ELEVATION. ? FOR EFFECTIVE, LOW - MAINTENANCE OPERATION, LOCATE FACILITIES SO THAT DRAINAGE INTO AND OUT OF THE DEVICE IS BY GRAVITY FLOW. PUMPED SYSTEMS ARE FEASIBLE, BUT ARE EXPENSIVE, REQUIRE MORE MAINTENANCE, ARE PRONE TO UNTIMELY FAILURE, AND CAN CAUSE MOSQUITO CONTROL PROBLEMS. MOST IMPS REQUIRE 3 FEET OR MORE OF HEAD. ? IF PROPERTY IS BEING SUBDIVIDED NOW OR IN THE FUTURE, THE FACILITY SHOULD BE IN A COMMON, ACCESSIBLE AREA. IN PARTICULAR, AVOID LOCATING FACILITIES ON PRIVATE RESIDENTIAL LOTS. EVEN IF THE FACILITY WILL SERVE ONLY ONE SITE OWNER OR OPERATOR, MAKE SURE THE FACILITY IS LOCATED FOR READY ACCESS BY INSPECTORS FROM THE CITY OF SAN DIEGO AND THE COUNTY OF SAN DIEGO'S VECTOR CONTROL DEPARTMENT. ? THE FACILITY MUST BE ACCESSIBLE TO EQUIPMENT NEEDED FOR MAINTENANCE ACCESS REQUIREMENTS FOR MAINTENANCE WILL VARY WITH THE TYPE OF FACILITY SELECTED. PLANTER BOXES AND BIORETENVON AREAS WILL TYPICALLY NEED ACCESS FOR THE SAME TYPES OF EQUIPMENT USED FOR LANDSCAPE MAINTENANCE. -- -THOSE ITEMS THAT APPLY WILL BE IMPLEMENTED WHERE FEASIBIL SOURCE CO ®I IIOL ®MP NOTES MAINTENANCE BAYS MAINTENANCE BAYS SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: ? REPAIR/ MAINTENANCE BAYS SHALL BE INDOORS OR, ? DRAINAGE SYSTEM DESIGNED TO PRECLUDE URBAN RUN -ON AND RUNOFF. MAINTENANCE BAYS SHALL INCLUDE A REPAIR/MAINTENANCE BAY DRAINAGE SYSTEM TO CAPTURE ALL WASH WATER, LEAKS, AND SPILLS. DRAINS SHALL BE CONNECTED TO A SUMP FOR COLLECTION AND DISPOSAL. DIRECT CONNECTION OF THE REPAIR /MAINTENANCE BAYS TO THE STORM WATER CONVEYANCE SYSTEM IS PROHIBITED. - - -N /A - NO MAINTENANCE BAYS ARE PROPOSED FOR THIS PROJECT, VEHICLE AND EQUIPMENT WASH AREAS AREAS FOR WASHING /STEAM CLEANING OF VEHICLES AND AREAS FOR OUTDOOR EQUIPMENT /ACCESSORY WASHING AND STEAM CLEANING SHALL BE ? SELF - CONTAINED TO PRECLUDE RUN -ON AND RUN -OFF, COVERED WITH A ROOF OR OVERHANG, AND EQUIPPED WITH A CLARIFIER OR OTHER PRE7REA7MENT FACILITY; AND ? PROPERLY CONNECTED TO A SANITARY SEWER. - - -N /A - NO VEHICLE AND EQUIPMENT WAN AREAS ARE PROPOSED FOR THIS PROJECT. OUTDOOR PROCESSING AREAS OUTDOOR PROCESSING AREAS SHALL: ? COVER OR ENCLOSE AREAS THAT WOULD BE THE MOST SIGNIFICANT SOURCE OF POLLUTANTS,• ? SLOPE THE AREA TOWARD A DEAD -END SUMP, OR ? DISCHARGE TO THE SANITARY SEWER SYSTEM. BERMS OR SITE GRADING SHALL BE UTILIZED TO PREVENT RUN-ON FROM SURROUNDING AREAS. INSTALLATION OF STORM DRAINS IN AREAS OF EQUIPMENT REPAIR IS PROHIBITED. - - -N /A - NO OUTDOOR PROCESSING AREAS ARE PROPOSED FOR THIS PROJECT. RETAIL AND NON - RETAIL FUELING AREAS RETAIL AND NON- RETAIL FUELING AREAS SHALL BE: ? PAVED WITH PORTLAND CEMENT CONCRETE OR EQUIVALENT SMOOTH IMPERVIOUS SURFACE (ASPHALT CONCRETE S PROHIBITED), ? 6.5 FEET (20 METERS) FROM THE CORNER OF EACH FUEL DISPENSER, OR THE LENGTH AT WHICH 7HE HOSE AND NOZZLE ASSEMBLY MAY BE OPERATED PLUS 1 FOOT (0.3 METER), WHICHEVER IS LESS,• ? SLOPED TO PREVENT PONDING; ? SEPARATED FROM THE REST OF THE SITE BY A GRADE BREAK THAT PREVENTS RUN -ON OF ADJACENT URBAN RUNOFF, • AND ? DESIGNED TO DRAIN TO THE PROJECT'S TREATMENT CONTROL BMP(S) PRIOR TO DISCHARGING TO THE STORM WATER CONVEYANCE SYSTEM. THE OVERHANGING ROOF STRUCTURE OR CANOPY SHALL BE ? EQUAL TO OR GREATER THAN THE AREA NWN 7HE FUEL DISPENSING AREA'S GRADE BREAK; AND ? DESIGNED TO DRAIN AWAY FROM THE FUEL DISPENSING AREA. - - -N /A - NO RETAIL AND NON -RETAIL FUELING AREAS ARE PROPOSM FOR THIS PROJECT. STEEP HILLSIDE LANDSCAPING STEEP HILLSIDE AREAS DISTURBED BY PROJECT DEVELOPMENT SHALL BE LANDSCAPED WITH DEEP - ROOTED, DROUGHT TOLERANT ANDJOR NATIVE PLANT SPECIES SELECTED FOR EROSION CONTROL, IN ACCORDANCE WTH THE LANDSCAPE TECHNICAL MANUAL. - - -N /A - THERE ARE NO STEP HILLSIDE SLOPES THAT WILL BE DISTURBED BY THIS PROJECT. USE EFFICIENT IRRIGATION SYSTEMS & LANDSCAPE DESIGN ? IMPLEMENT RAIN SHUTOFF DEVICES TO PREVENT IRRIGATION DURING AND AFTER PRECIPITATION EVENTS IN ACCORDANCE WITH SECTION 23 -4 OF THE CITY OF SAN DIEGO'S LANDSCAPE STANDARDS. - ATI WHERE . TI REDUCE IRRIGATION CONTRIBUTION TO DRY WEATHER RUNOFF BY AVOIDING SPRAY IRRIG ON PATTERNS OVERSPRAY TO PAVED SURFACES OR DRAIN INLETS WLL OCCUR. ? TO AVOID OVERWATERING AND POTENTIAL IRRIGATION RUNOFF, DESIGN IRRIGATION SYSTEMS TO EACH LANDSCAPE AREAS SPECIFIC WATER REQUIREMENT. ? IMPLEMENT FLOW REDUCERS OR SHUTOFF VALVES TRIGGERED BY A PRESSURE DROP TO CrN7ROL WATER LOSS IN THE EVENT OF BROKEN SPRINKLER HEADS ON LINES. ? AVOID LOCATING DRAIN INLETS IN LAWN AREAS, SINCE SUCH INLETS TEND TO BE SOURCES OR IRRIGATION RUNOFF AND THE TRANSPORT MECHANISM FOR LAWN CARE PRODUCTS. DESIGN THE GRADING AND DRAINAGE SY57EMS SUCH THAT DRAIN INLETS CAN BE LOCATED OUTSIDE OF THE LAWN AREA, OR INCLUDE A NON-TURF BUFFER AROUND THE INLET. - - -THE EXISTING LANDSCAPE AND IRRIGATION FOR THIS PORTION OF THE EXISTING CAMPUS GENERALLY COMPLIES WITH THE ABOVE NO INLETS PROPOSED IN LAWN AREAS FOR THIS PROJECT. DESIGN TRASH STORAGE AREAS TO REDUCE POLLUTION CONTRIBUTION TRASH STORAGE AREAS SHALL: ? BE PAVED WITH AN IMPERVIOUS SURFACE DESIGNED TO PREVENT RUN —ON FROM ADJOINING AREAS AND SCREENED OR WALLED TO PREVENT OFF —SITE TRANSPORT OF TRASH. ? CONTAIN ATTACHED LIDS ON ALL TRASH CONTAINERS TO PREVENT RAINFALL INTRUSION. ? CONTAIN A ROOF OR AWNING, AT THE DISCRETION OF THE CITY, FOR HIGH USAGE TRASH AREAS SUCH AS THOSE FOR FAST FOOD ESTABLISHMENTS, CONVENIENCE STORES, AND HIGH— DENSITY RESIDENTIAL DEVELOPMENTS. - - -THE TRASH STORAGE AREA ASSOCIATED WITH THIS PROJECT WILL INCLUDE; IMPERVIOUS PAYING, Wars PREVENTING RUN -ON FROM ADJACENT AREAS, AND A ROOF: DESIGN OUTDOOR MATERIAL STORAGE AREAS TO REDUCE POLLUTION CONTRIBUTION MATERIALS WITH THE POTENTIAL TO CONTAMINATE URBAN RUNOFF SHALL BE- ? PLACED IN AN ENCLOSURE SUCH AS A CABINET, SHED, OR OTHER STRUCTURE THAT PREVENTS CONTACT WITH RAINFALL OR RUNOFF AND PREVENTS SPILLAGE TO THE STORM WATER CONVEYANCE SYSTEM, AND ? PROTECTED BY SECONDARY CONTAINMENT STRUCTURES SUCH AS BERMS, DIKES, OR CURBS WHEN THE MATERIAL STORAGE AREA INCLUDES HAZARDOUS MATERIALS THE STORAGE AREA SHALL BE PAVED AND SUFFICIENTLY IMPERVIOUS TO CONTAIN LEAKS AND SPILLS AND BE COVERED BY A ROOF OR AWNING TO MINIMIZE DIRECT PRECIPITATION WTHW THE SECONDARY CONTAINMENT AREA. - -- OUTDOOR MATERIAL STORAGE AREAS PROPOSED WILL BE COVERED, DESIP,N LOADING DOCKS TO REDUCE POLLUTION CI217RIBUTON LOADING DOCKS AREAS SHALL: ? PROVIDE OVERHEAD COVER WHERE APPROPRIATE TO PREVENT PRECIPITATION CONTACT WITH DEBRIS AND POTENTIAL SPILLS AND ? ISOLATE DRAINAGE IN THE LOADING DOCK AREA THROUGH THE USE OF PAVED BERMS AND /OR GRADE BREAKS TO PREVENT ADJACENT RUNOFF FROM ENTERING THE LOADING AREA AND TO PREVENT LIQUID SPILLS FROM DISCHARGING FROM 7HE LOADING AREA. ? INCLUDE AN ACCEPTABLE METHOD OF SPILL CONTAINMENT SUCH AS A SHUT -OFF VALVE AND CONTAINMENT AREAS. - - -THE LOADING DOCK IS GRADED TO PREVENT RUN —ON FROM ADJACENT AREAS, EMPLOY INTEGRATED PEST MANAGEMENT PRINCIPLES INTEGRATED PEST MANAGEMENT (IPM) IS AN ECOSYS7EM —BASED POLLUTION PREVENTION STRATEGY THAT FOCUSES ON LNG —TERM PREVENTION OF PESTS OR THEIR DAMAGE THROUGH A COMBINATION OF TECHNIQUES SUCH AS: ? BIOLOGICAL CONTROL ? HABITAT MANIPULATION ? USE OF RESISTANT PLANT VARIETIES PESTICIDES ARE USED ONLY AFTER MONITORING INDICATES THEY ARE NEEDED ACCORDING TO ESTABLISHED GUIDELINES. PEST CONTROL MATERIALS ARE SELECTED AND APPLIED IN A MANNER THAT MINIMIZES RISKS TO HUMAN HEALTH, BENEFICIAL AND NON— TARGET ORGANISMS, AND THE SURROUNDING ENVIRONMENT. TO EUMINATE OR REDUCE THE NEED FOR PESTICIDE USE, THE FOLLOWING STRATEGIES CAN BE USED: ? PLANT PEST — RESISTANT OR WI=LL— ADAPTED PLANT VARIETIES ? DISCOURAGE PESTS BY MODIFYING THE SITE AND LANDSCAPING DESIGN IPM EDUCATIONAL MATERIALS SHOULD BE DISTRIBUTED TO FUTURE SITE RESIDENTS AND TENANTS. THESE EDUCATIONAL MATERIALS SHOULD ADDRESS THE FOLLOWING ? USE OF BARRIERS, SCREENS AND CAULKING TO KEEP PESTS OUT OF BUILDINGS AND LANDSCAPING ? PHYSICAL PEST EUIWINA71ON TECHNIQUES, SUCH AS WEEDING, WASHING, OR TRAPPING PESTS ? RELYING ON NATURAL ENEMIES TO ELIMINATE PESTS ? PROPER USE OF PESTICIDES AS A LAST LINE OF DEFENSE - -- MAINTENANCE STAFF HAS ALREADY BEEN TRAINED IN PEST MANAGEMENT AND THE USE OF FERTILIZERS. EDUCATIONAL MATERIALS ON STORM WATER ISSUES AND SIMPLE WAYS TO PREVENT STORM WATER POLLUTION HAS ALREADY BEEN MADE AVAILABLE TO THE REMENTS AND MAINTENANCE STAFF. PROVIDE STORM WATER CONVEYANCE SYSTEM STAMPING AND SIGNAGE ? CONCRETE STAMPING, OR APPROVED EQUIVALENT METHOD, SHALL BE PROVIDED FOR ALL STORM WATER CONVEYANCE SYSTEM INLETS AND CATCH BASINS W7HIN THE PROJECT AREA. ? LANGUAGE ASSOCIATED WITH THE STAMPING (E.G., `NO DUMPING — I LIVE IN SAN DIEGO BAY') MUST BE SATISFACTORY TO THE CITY ENGINEER. STAMPING MAY ALSO BE REQUIRED IN SPANISH. ? POST SIGNS AND PROH18171VE LANGUAGE (WITH GRAPHICAL ICONS) WHICH PROHIBIT ILLEGAL DUMPING AT TRAILHEADS, PARKS BUILDING ENTRANCES AND PUBLIC ACCESS POINTS ALONG CHANNELS AND CREEKS WITHIN THE PROJECT AREA. - - -N /A — THESE ARE NO INLETS FOR THIS CT, EXISTING INLETS WITHIN THE PROPOSED PROJECT LOTS WIL HAVE SIGNS POUTED ON . MANAGE FIRE SPRINKLER SYSTEM DISCHARGES FOR NEW BUILDINGS 107H FIRE SPRINKLER SYSTEMS, DESIGN FIRE SPRINKLER SYSTEMS AS FOLLOWS: ? CONTAIN DISCHARGES FROM SPRINKLER SYSTEMS' OPERATIONAL MAINTENANCE AND 7ES77NG AND CONVEY DISCHARGES TO THE SANITARY SEWER SYSTEM. - - -THE FIRE SPRINKLER SYSTEM WILL CONNECT TO THE ENSTID SYSTEM WITHIN THE HOSPITAL MANAGE AIR CONDITIONING CONDENSATE AIR COND1770NING CONDENSATE IS A SOURCE OF DRY - WEATHER RUNOFF AND ELEVATED COPPER LEVELS. INCLUDE DESIGN FEATURES TO MANAGE THIS POLLUTANT SOURCE, INCLUDING THE FOLLOWING: ? DIRECT AIR CONDITIONING CONDENSATE TO THE SANITARY SEWER SYSTEM ? DIRECT AIR CONDITIONING CONDENSATE TO LANDSCAPING AREAS - - -N /A - THERE ARE NO AR CONDITIONING UN17S PROPOSED FOR THIS PROJECT. USE NON -TOXIC ROOFING MATERIALS WHERE FEASIBLE ? AVOID THE USE OF GALVANIZED STEEL OR COPPER FOR ROOFS, GUTTERS, AND DOWNSPOUTS ? IF USING SUCH MATERIALS, REDUCE THE POTENTIAL FOR LEACHING OF METALS BY APPLYING A COATING OR PATINA 7 AVOID COMPOSITE ROOFING MATERIALS THAT CONTAIN COPPER -- -ROOF MATERIALS SELECTION Will CONSIDER THE ITEMS ABOVE, OTHER SOU RCE CONTROL REQUIREMENTS ? REQUIRE IMPLEMENTATION OF POST - CONSTRUCTION SOIL STABILIZATION PRACTICES, SUCH AS THE RE- VEGETATION OF CONSTRUCTION SITES, IN CONFORMANCE WITH THE APPROVED LANDSCAPING PLAN AND GRADING PLANS. ? PROVIDE FOR PET &STE COLLECTION DISPENSERS WHERE APPLICABLE. ? RESTRICT THE USF OF GALVANIZED AND COPPER ROOFING MATERIALS. - - -N /A - REVEG TAT10N NOT REQUIRED. NO LANDSCAPING IS PROPOSED AS PART OF THIS° PROJECT. KETTLERAb-LEWECK E N G I N E E R I N G 303 A STREET, SUITE 302 SAN DIEGO, CA 92101 t: 619 269 -3444 1 f: 619 269 -3459 www.kettlerleweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A(; t�>UlLTS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JCW JCW JCW /SCK A4 BUIL'tS DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 PLANS PREPARED UNDER SUPERVISION OF EROSION CONTROL PLAN RECOMMENDS APP V LOCATION: NW CORNER OF CONC. SD INLET ON SCRIPPS MEMORIAL HOSPITAL LADING DOCK EXPANSION NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: 1" =20' DATE: g-�4- /ro 354 SANTA FE DRIVE 12811 -SG NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL =TEVEM ICG 1=W2 MASIH MAHE R GLENN PRUIM RECORD FROM: R.O.S. 18416 e;; VERTICAL: NONE R.C.E. NO.: C48358 SCRIPPS HEAL TH ELEVATION: 173.376, STA. 1048 (ENC -48) Z 258 - 241 -32 BATE / �� �G DATUM: NAVD88 STEVEN KETTLER EXP.: 06 -30 -18 DATE DATE I PLANNING CASE NO: 06 -066 MUP /DR /CDP SHEET 5OF 6 LOW IMPACT DEVELOPMENT (LID) DESIGN LOW IMPACT DEVELOPMENT (LID) DESIGN PRACTICES OPTIMIZE THE SITE LAYOUT TO MINIMIZE STORM WATER RELATED IMPACTS APPLY THE FOLLOWING DESIGN PRINCIPLES TO THE LAYOUT OF NEWLY DEVELOPED AND REDEVELOPED SITES. ? UTILIZE TOPOGRAPHY TO OPTIMIZE THE SITE LAYOUT AND REDUCE THE NEED FOR GRADING. DEVELOPMENT ENVELOPES SHOULD BE FOCUSED IN THE UPPER ELEVATIONS OF A S17E TO PROMOTE SHEET FLOW AND NATURAL SURFACE DRAINAGE TO BMPS OR INTEGRATED MANAGEMENT PRACTICES (IMPS) LOCATED AT LOWER ELEVATIONS OF 7HE SITE ? WHERE POSSIBLE, CONFORM THE S17E LAYOUT ALONG NATURAL LANDFORMS AVOID EXCESSIVE GRADING AND DISTURBANCE OF VEGETATION AND SOILS, AND REPLICATE THE SITE'S NATURAL DRAINAGE PATTERNS. SET DEVELOPMENT SUFFICIENTLY AWAY FROM CREEKS WETLANDS, AND RIPARIAN HABITATS ? HILLSIDE AREAS SHOULD BE CONSIDERED MORE SENSITIVE TO DEVELOPMENT PRACTICES THAN FLATTER AREAS. ? IDENTIFY SOILS WITH HIGH INFILTRATION CAPACITY AND, IF POSSIBLE, LOCATE STORM WATER TREATMENT FACILITIES IN THESE LOCATIONS. CONCENTRATE DEVELOPMENT ON POR3ONS OF 7HE SITE WITH LESS PERMEABLE SOILS. ? AREAS OF 7HE SITE WHERE THE EROSIVE POTENTIAL OF THE SOIL IS HIGH SHOULD BE CONSIDERED MORE SENSITIVE TO DEVELOPMENT AND AREAS THAT SHOULD BE LEFT UNDISTURBED. AREAS DEVOID OF VEGETATION, INCLUDING PREVIOUSLY GRADED AREAS AND AGRICULTURAL FIELDS, AND AREAS OF NON - NATIVE VEGETATION WHERE RECEIVING WATERS ARE NOT PRESENT ARE TYPICALLY SUITABLE FOR DEVELOPMENT. CONVERSELY, AREAS OF OCCUPIED HABITAT OF SENSITIVE SPECIES AND WETLANDS AREAS ARE TYPICALLY UNSUITABLE FOR DEVELOPMENT. ? PRESERVE SIGNIFICANT TREES, ESPECIALLY NATIVE TREES AND SHRUBS, AND IDENTIFY LOCATIONS FOR PLANTING ADDITIONAL NATIVE OR DROUGHT TOLERANT AND LARGE SHRUBS. - - -THE PROPOSED PROJECT WILL REMAIN WITHIN THE PREVIOUSLY DEVELOPED AREA (LE, NO NEW DISTURBANCE). MINIMIZE IMPERVIOUS FOOTPRINT FOR ALL TYPES OF DEVELOPMENT, LIMIT THE OVERALL COVERAGE OF PAVING AND ROOFS. EXAMINE THE SITE LAYOUT AND CIRCULATION PATTERNS TO IDENTIFY AREAS WHERE LANDSCAPING AREAS CAN REPLACE AREAS OF PROPOSED PAVEMENT. ? INCREASE BUILDING DENSITY (NUMBER OF STORIES ABOVE OR BELOW GROUND) THROUGH DESIGN OF COMPACT AND TALLER STRUCTURES. ? CONSTRUCT WALKWAYS, TRAILS, PATIOS, OVERFLOW PARKING LOTS, AUEYS AND 07HER LOW TRAFFIC AREAS WITH PERMEABLE SURFACES. SUCH PERMEABLE SURFACES COULD INCLUDE PERVIOUS CONCRETE, POROUS ASPHALT, UNIT PAVERS, ETC. ? CONSTRUCT STREETS, SIDEWALKS AND PARKING LOT AISLES TO 774E MINIMUM WIDTHS NECESSARY, PROVIDED THAT PUBLIC SAFETY AND A WALKABLE ENVIRONMENT FOR PEDESTRIANS ARE NOT COMPROMISED. ? PROMOTE 774E IMPLEMENTATION OF SHARED DRIVEWAYS WHERE POSSIBLE. ? DESIGN OF SMALLER PARKING LOTS NTH FEWER STALLS SMALLER STALLS, MORE EFFICIENT LANES. ? DESIGN OF INDOOR OR UNDERGROUND PARKING. ? MINIMIZE THE USE OF IMPERVIOUS SURFACES IN THE LANDSCAPE DESIGN. - - -N /A - THE PROJECT SCOPE INCLUDES THE RECONFIGURATION OF AN EXISTING IMPERVIOUS AREA. THERE WILL BE ONLY MINOR INCREASE IN THE AMOUNT OF IMPERVIOUS AREA. DISPOSE RUNOFF ADJACENT LANDSCAPING AND IMESRUNO�TO ADJACENT LANDSCAPING AND IMPS PROJECT DESIGNS SHOULD DIRECT RUNOFF FROM IMPERVIOUS AREAS TO ADJACENT LANDSCAPING AREAS. 7HE DESIGN, INCLUDING CONSIDERATION OF SLOPES AND SOILS, MUST RERECT A .REASONABLE EXPECTATION THAT AN INCH OF RAINFALL WILL SOAK INTO THE SC!L AND PRODUCE NO RUNOFF. MINIMIZE DIRECTLY CONNECTED IMPERVIOUS AREAS AS FOLLOWS: ? DRAIN ROOFTOPS INTO ADJACENT LANDSCAPING AREAS. ? DRAIN IMPERVIOUS PARKING LOTS SIDEWALKS, WALKWAYS, TRAILS, AND PATIOS INTO ADJACENT LANDSCAPING AREAS. ? REDUCE OR ELIMINATE CURB AND GUTTERS FROM ROADWAY SECTIONS, THUS ALLOWING ROADWAY RUNOFF TO DRAIN TO ADJACENT PERVIOUS AREAS. ? DETAIN AND RETAIN RUNOFF 7HROUGH THE SITE ON FLATTER SITES, LANDSCAPED AREAS AND IMPS CAN BE INTERSPERSED AMONG 7HE BUILDINGS AND PAVEMENT AREAS. ON HILLSIDE SITES, DRAINAGE FROM UPPER AREAS MAY BE COLLECTED IN CONVENTIONAL CATCH BASINS AND CONVEYED TO LANDSCAPED AREAS AND IMPS IN LOWER AREAS OF THE SITE. ? USE DEPRESSED LANDSCAPING AREAS, VEGETATED BUFFERS, AND BIORE7EN7ION AREAS AS AMEN177ES AND FOCAL POINTS WTHIN THE S17E AND LANDSCAPING DESIGN. - - -THE EXISTING ROOF DRAINAGE WILL BE CONVEYED CONSISTENT WITH THE EXISTING CONDITION. HOWEVER, WHERE PRACTICABL& RUNOFF WILL BE DIRECTED TOWARDS THE EXISTING STORMWAIER EMP 0 Q R OFESS/ N LOCATED ON THE SOUTH SIDE OF THE PARKING STRUCTURE C. /�ql DESIGN AND IMPLEMENTATION OF PERVIOUS SURFACES ? CONSIDER THE IMPLEMENTATION OF PERMEABLE PAVEMENTS INTO THE SITE DESIGN. No. C48358 m IDENTIFY LOCATIONS WHERE PERMEABLE PAVEMENTS, SUCH AS TURF BLOCK, UNIT PAVERS, PERVIOUS cr Exp. 6 -30 -2018 -rn CONCRETE, OR PERVIOUS ASPHALT COULD BE SUBSTITUTED FG,' IMPERVIOUS CONCRETE OR ASPHALT yp * PAVING. THE OPERATIONS AND MAINTENANCE PLAN OF THE SITE MUST ENSURE THAT PERMEABLE CIVW PAVEMENTS WILL NOT BE SEALED IN THE FUTURE. 9� OF ? POTENTIAL BENEFITS OF VEGETATED OR GREEN ROOFS INCLUDE LOWER HEATING AND COOLING COSTS CAVE AND BETTER SOUND INSULATION, IN ADD17ION TO AIR QUALITY AND WATER QUALITY BENEFITS. FOR SUSMP COMPLIANCE PURPOSES, RUNOFF FROM VEGETATED ROOFS REQUIRES NO FURTHER TREATMENT OR DETENTION. - - -N /A - PERMEABLE PAYERS AND /OR GREEN ROOFS WILL NOT BE USED FOR THIS PROJECT. CONSTRUCTIQN CNSIDERARONS ? MINIMIZE SOIL COWPACT70N FOR LANDSCAPED AREAS OF THE PROJECT SITE DESIGNATED FOR STORM WATER TREATMENT. ? IMPLEMENT SOIL AMENDMENTS. LANDSCAPE TOPSOIL IMPROVEMENTS PLAY A SIGNIFICANT ROLE IN MAINTAINING PLAN AND LAWN HEALTH. SUCH SOIL AMENDMENTS ALSO IMPROVE THE SOIL'S CAPACITY TO RETAIN MOISTURE, WHICH WILL REDUCE RUNOFF FROM THE WATER QUALITY DESIGN STORM AND IMPROVE WATER QUALITY. - -TA THE MAXIMUM EMT PRACTICABLE, THE CONSTRUCTION OF THE PROJECT WILL COMPLY WITH THIS M. ADDITIONAL CONSIDERATIONS ? STABILIZE THE SITE. VEGETATE DISTURBED SOILS AND SLOPES WITH DROUGHT TOLERANT VEGETATION AND STABILIZE PERMANENT CHANNEL CROSSINGS Y CONVEY RUNOFF SAFELY AWAY FROM THE TOPS OF SLOPES (TO PREVENT SLOPE INSTABILITY CAUSED BY INFILTRATED RUNOFF). ? INSTALL ENERGY DISSIPATERS, SUCH AS RIPRAP, AT THE OUTLETS OF NEW STORM DRAINS, CULVERTS, OR CHANNELS THAT DISCHARGE TO UNLINED CHANNELS IN ACCORDANCE NTH APPLICABLE SPECIFICATIONS TO REDUCE THE POTENTIAL FOR EROSION AND MINIMIZE IMPACTS TO RECEIVING WATERS. FINDING THE RIGHT LOCATION FOR LID TREATMENT FACILITIES ON THE PROPOSED SITE INVOLVES A CAREFUL AND CREATIVE INTEGRATION OF SEVERAL FACTORS: ? TO MAKE THE MOST EFFICIENT USE OF THE S17E AND TO MAXIMIZE AESTHETIC VALUE, INTEGRATE IMPS NTH SITE LANDSCAPING. MANY LOCAL ZONING CODES MAY REQUIRE LANDSCAPE SETBACKS OR BUFFERS, OR MAY SPECIFY THAT A MINIMUM PORTION OF THE SITE BE LANDSCAPED. IT MAY BE POSSIBLE TO LOCATE SOME OR ALL OF THE SITE`." TREATMENT AND FLOW - CONTROL FACILITIES WITHIN THIS SAME AREA, OR WITHIN U71UTY LASEMENTS OR OTHER NON- BUILDABLE AREAS. ? PLANTER BOXES AND BIORETENTION AREAS MUST BE LEVEL OR NEARLY LEVEL ALL THE WAY AROUND. BIORETENTIN AREAS CONFIGURED AS SWALES MAY BE GENTLY SLOPED IN THE LINEAR DIRECTION, BUT OPPOSITE SIDES MUST BE AT THE SAME ELEVATION. ? FOR EFFECTIVE, LOW - MAINTENANCE OPERATION, LOCATE FACILITIES SO THAT DRAINAGE INTO AND OUT OF THE DEVICE IS BY GRAVITY FLOW. PUMPED SYSTEMS ARE FEASIBLE, BUT ARE EXPENSIVE, REQUIRE MORE MAINTENANCE, ARE PRONE TO UNTIMELY FAILURE, AND CAN CAUSE MOSQUITO CONTROL PROBLEMS. MOST IMPS REQUIRE 3 FEET OR MORE OF HEAD. ? IF PROPERTY IS BEING SUBDIVIDED NOW OR IN THE FUTURE, THE FACILITY SHOULD BE IN A COMMON, ACCESSIBLE AREA. IN PARTICULAR, AVOID LOCATING FACILITIES ON PRIVATE RESIDENTIAL LOTS. EVEN IF THE FACILITY WILL SERVE ONLY ONE SITE OWNER OR OPERATOR, MAKE SURE THE FACILITY IS LOCATED FOR READY ACCESS BY INSPECTORS FROM THE CITY OF SAN DIEGO AND THE COUNTY OF SAN DIEGO'S VECTOR CONTROL DEPARTMENT. ? THE FACILITY MUST BE ACCESSIBLE TO EQUIPMENT NEEDED FOR MAINTENANCE ACCESS REQUIREMENTS FOR MAINTENANCE WILL VARY WITH THE TYPE OF FACILITY SELECTED. PLANTER BOXES AND BIORETENVON AREAS WILL TYPICALLY NEED ACCESS FOR THE SAME TYPES OF EQUIPMENT USED FOR LANDSCAPE MAINTENANCE. -- -THOSE ITEMS THAT APPLY WILL BE IMPLEMENTED WHERE FEASIBIL SOURCE CO ®I IIOL ®MP NOTES MAINTENANCE BAYS MAINTENANCE BAYS SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: ? REPAIR/ MAINTENANCE BAYS SHALL BE INDOORS OR, ? DRAINAGE SYSTEM DESIGNED TO PRECLUDE URBAN RUN -ON AND RUNOFF. MAINTENANCE BAYS SHALL INCLUDE A REPAIR/MAINTENANCE BAY DRAINAGE SYSTEM TO CAPTURE ALL WASH WATER, LEAKS, AND SPILLS. DRAINS SHALL BE CONNECTED TO A SUMP FOR COLLECTION AND DISPOSAL. DIRECT CONNECTION OF THE REPAIR /MAINTENANCE BAYS TO THE STORM WATER CONVEYANCE SYSTEM IS PROHIBITED. - - -N /A - NO MAINTENANCE BAYS ARE PROPOSED FOR THIS PROJECT, VEHICLE AND EQUIPMENT WASH AREAS AREAS FOR WASHING /STEAM CLEANING OF VEHICLES AND AREAS FOR OUTDOOR EQUIPMENT /ACCESSORY WASHING AND STEAM CLEANING SHALL BE ? SELF - CONTAINED TO PRECLUDE RUN -ON AND RUN -OFF, COVERED WITH A ROOF OR OVERHANG, AND EQUIPPED WITH A CLARIFIER OR OTHER PRE7REA7MENT FACILITY; AND ? PROPERLY CONNECTED TO A SANITARY SEWER. - - -N /A - NO VEHICLE AND EQUIPMENT WAN AREAS ARE PROPOSED FOR THIS PROJECT. OUTDOOR PROCESSING AREAS OUTDOOR PROCESSING AREAS SHALL: ? COVER OR ENCLOSE AREAS THAT WOULD BE THE MOST SIGNIFICANT SOURCE OF POLLUTANTS,• ? SLOPE THE AREA TOWARD A DEAD -END SUMP, OR ? DISCHARGE TO THE SANITARY SEWER SYSTEM. BERMS OR SITE GRADING SHALL BE UTILIZED TO PREVENT RUN-ON FROM SURROUNDING AREAS. INSTALLATION OF STORM DRAINS IN AREAS OF EQUIPMENT REPAIR IS PROHIBITED. - - -N /A - NO OUTDOOR PROCESSING AREAS ARE PROPOSED FOR THIS PROJECT. RETAIL AND NON - RETAIL FUELING AREAS RETAIL AND NON- RETAIL FUELING AREAS SHALL BE: ? PAVED WITH PORTLAND CEMENT CONCRETE OR EQUIVALENT SMOOTH IMPERVIOUS SURFACE (ASPHALT CONCRETE S PROHIBITED), ? 6.5 FEET (20 METERS) FROM THE CORNER OF EACH FUEL DISPENSER, OR THE LENGTH AT WHICH 7HE HOSE AND NOZZLE ASSEMBLY MAY BE OPERATED PLUS 1 FOOT (0.3 METER), WHICHEVER IS LESS,• ? SLOPED TO PREVENT PONDING; ? SEPARATED FROM THE REST OF THE SITE BY A GRADE BREAK THAT PREVENTS RUN -ON OF ADJACENT URBAN RUNOFF, • AND ? DESIGNED TO DRAIN TO THE PROJECT'S TREATMENT CONTROL BMP(S) PRIOR TO DISCHARGING TO THE STORM WATER CONVEYANCE SYSTEM. THE OVERHANGING ROOF STRUCTURE OR CANOPY SHALL BE ? EQUAL TO OR GREATER THAN THE AREA NWN 7HE FUEL DISPENSING AREA'S GRADE BREAK; AND ? DESIGNED TO DRAIN AWAY FROM THE FUEL DISPENSING AREA. - - -N /A - NO RETAIL AND NON -RETAIL FUELING AREAS ARE PROPOSM FOR THIS PROJECT. STEEP HILLSIDE LANDSCAPING STEEP HILLSIDE AREAS DISTURBED BY PROJECT DEVELOPMENT SHALL BE LANDSCAPED WITH DEEP - ROOTED, DROUGHT TOLERANT ANDJOR NATIVE PLANT SPECIES SELECTED FOR EROSION CONTROL, IN ACCORDANCE WTH THE LANDSCAPE TECHNICAL MANUAL. - - -N /A - THERE ARE NO STEP HILLSIDE SLOPES THAT WILL BE DISTURBED BY THIS PROJECT. USE EFFICIENT IRRIGATION SYSTEMS & LANDSCAPE DESIGN ? IMPLEMENT RAIN SHUTOFF DEVICES TO PREVENT IRRIGATION DURING AND AFTER PRECIPITATION EVENTS IN ACCORDANCE WITH SECTION 23 -4 OF THE CITY OF SAN DIEGO'S LANDSCAPE STANDARDS. - ATI WHERE . TI REDUCE IRRIGATION CONTRIBUTION TO DRY WEATHER RUNOFF BY AVOIDING SPRAY IRRIG ON PATTERNS OVERSPRAY TO PAVED SURFACES OR DRAIN INLETS WLL OCCUR. ? TO AVOID OVERWATERING AND POTENTIAL IRRIGATION RUNOFF, DESIGN IRRIGATION SYSTEMS TO EACH LANDSCAPE AREAS SPECIFIC WATER REQUIREMENT. ? IMPLEMENT FLOW REDUCERS OR SHUTOFF VALVES TRIGGERED BY A PRESSURE DROP TO CrN7ROL WATER LOSS IN THE EVENT OF BROKEN SPRINKLER HEADS ON LINES. ? AVOID LOCATING DRAIN INLETS IN LAWN AREAS, SINCE SUCH INLETS TEND TO BE SOURCES OR IRRIGATION RUNOFF AND THE TRANSPORT MECHANISM FOR LAWN CARE PRODUCTS. DESIGN THE GRADING AND DRAINAGE SY57EMS SUCH THAT DRAIN INLETS CAN BE LOCATED OUTSIDE OF THE LAWN AREA, OR INCLUDE A NON-TURF BUFFER AROUND THE INLET. - - -THE EXISTING LANDSCAPE AND IRRIGATION FOR THIS PORTION OF THE EXISTING CAMPUS GENERALLY COMPLIES WITH THE ABOVE NO INLETS PROPOSED IN LAWN AREAS FOR THIS PROJECT. DESIGN TRASH STORAGE AREAS TO REDUCE POLLUTION CONTRIBUTION TRASH STORAGE AREAS SHALL: ? BE PAVED WITH AN IMPERVIOUS SURFACE DESIGNED TO PREVENT RUN —ON FROM ADJOINING AREAS AND SCREENED OR WALLED TO PREVENT OFF —SITE TRANSPORT OF TRASH. ? CONTAIN ATTACHED LIDS ON ALL TRASH CONTAINERS TO PREVENT RAINFALL INTRUSION. ? CONTAIN A ROOF OR AWNING, AT THE DISCRETION OF THE CITY, FOR HIGH USAGE TRASH AREAS SUCH AS THOSE FOR FAST FOOD ESTABLISHMENTS, CONVENIENCE STORES, AND HIGH— DENSITY RESIDENTIAL DEVELOPMENTS. - - -THE TRASH STORAGE AREA ASSOCIATED WITH THIS PROJECT WILL INCLUDE; IMPERVIOUS PAYING, Wars PREVENTING RUN -ON FROM ADJACENT AREAS, AND A ROOF: DESIGN OUTDOOR MATERIAL STORAGE AREAS TO REDUCE POLLUTION CONTRIBUTION MATERIALS WITH THE POTENTIAL TO CONTAMINATE URBAN RUNOFF SHALL BE- ? PLACED IN AN ENCLOSURE SUCH AS A CABINET, SHED, OR OTHER STRUCTURE THAT PREVENTS CONTACT WITH RAINFALL OR RUNOFF AND PREVENTS SPILLAGE TO THE STORM WATER CONVEYANCE SYSTEM, AND ? PROTECTED BY SECONDARY CONTAINMENT STRUCTURES SUCH AS BERMS, DIKES, OR CURBS WHEN THE MATERIAL STORAGE AREA INCLUDES HAZARDOUS MATERIALS THE STORAGE AREA SHALL BE PAVED AND SUFFICIENTLY IMPERVIOUS TO CONTAIN LEAKS AND SPILLS AND BE COVERED BY A ROOF OR AWNING TO MINIMIZE DIRECT PRECIPITATION WTHW THE SECONDARY CONTAINMENT AREA. - -- OUTDOOR MATERIAL STORAGE AREAS PROPOSED WILL BE COVERED, DESIP,N LOADING DOCKS TO REDUCE POLLUTION CI217RIBUTON LOADING DOCKS AREAS SHALL: ? PROVIDE OVERHEAD COVER WHERE APPROPRIATE TO PREVENT PRECIPITATION CONTACT WITH DEBRIS AND POTENTIAL SPILLS AND ? ISOLATE DRAINAGE IN THE LOADING DOCK AREA THROUGH THE USE OF PAVED BERMS AND /OR GRADE BREAKS TO PREVENT ADJACENT RUNOFF FROM ENTERING THE LOADING AREA AND TO PREVENT LIQUID SPILLS FROM DISCHARGING FROM 7HE LOADING AREA. ? INCLUDE AN ACCEPTABLE METHOD OF SPILL CONTAINMENT SUCH AS A SHUT -OFF VALVE AND CONTAINMENT AREAS. - - -THE LOADING DOCK IS GRADED TO PREVENT RUN —ON FROM ADJACENT AREAS, EMPLOY INTEGRATED PEST MANAGEMENT PRINCIPLES INTEGRATED PEST MANAGEMENT (IPM) IS AN ECOSYS7EM —BASED POLLUTION PREVENTION STRATEGY THAT FOCUSES ON LNG —TERM PREVENTION OF PESTS OR THEIR DAMAGE THROUGH A COMBINATION OF TECHNIQUES SUCH AS: ? BIOLOGICAL CONTROL ? HABITAT MANIPULATION ? USE OF RESISTANT PLANT VARIETIES PESTICIDES ARE USED ONLY AFTER MONITORING INDICATES THEY ARE NEEDED ACCORDING TO ESTABLISHED GUIDELINES. PEST CONTROL MATERIALS ARE SELECTED AND APPLIED IN A MANNER THAT MINIMIZES RISKS TO HUMAN HEALTH, BENEFICIAL AND NON— TARGET ORGANISMS, AND THE SURROUNDING ENVIRONMENT. TO EUMINATE OR REDUCE THE NEED FOR PESTICIDE USE, THE FOLLOWING STRATEGIES CAN BE USED: ? PLANT PEST — RESISTANT OR WI=LL— ADAPTED PLANT VARIETIES ? DISCOURAGE PESTS BY MODIFYING THE SITE AND LANDSCAPING DESIGN IPM EDUCATIONAL MATERIALS SHOULD BE DISTRIBUTED TO FUTURE SITE RESIDENTS AND TENANTS. THESE EDUCATIONAL MATERIALS SHOULD ADDRESS THE FOLLOWING ? USE OF BARRIERS, SCREENS AND CAULKING TO KEEP PESTS OUT OF BUILDINGS AND LANDSCAPING ? PHYSICAL PEST EUIWINA71ON TECHNIQUES, SUCH AS WEEDING, WASHING, OR TRAPPING PESTS ? RELYING ON NATURAL ENEMIES TO ELIMINATE PESTS ? PROPER USE OF PESTICIDES AS A LAST LINE OF DEFENSE - -- MAINTENANCE STAFF HAS ALREADY BEEN TRAINED IN PEST MANAGEMENT AND THE USE OF FERTILIZERS. EDUCATIONAL MATERIALS ON STORM WATER ISSUES AND SIMPLE WAYS TO PREVENT STORM WATER POLLUTION HAS ALREADY BEEN MADE AVAILABLE TO THE REMENTS AND MAINTENANCE STAFF. PROVIDE STORM WATER CONVEYANCE SYSTEM STAMPING AND SIGNAGE ? CONCRETE STAMPING, OR APPROVED EQUIVALENT METHOD, SHALL BE PROVIDED FOR ALL STORM WATER CONVEYANCE SYSTEM INLETS AND CATCH BASINS W7HIN THE PROJECT AREA. ? LANGUAGE ASSOCIATED WITH THE STAMPING (E.G., `NO DUMPING — I LIVE IN SAN DIEGO BAY') MUST BE SATISFACTORY TO THE CITY ENGINEER. STAMPING MAY ALSO BE REQUIRED IN SPANISH. ? POST SIGNS AND PROH18171VE LANGUAGE (WITH GRAPHICAL ICONS) WHICH PROHIBIT ILLEGAL DUMPING AT TRAILHEADS, PARKS BUILDING ENTRANCES AND PUBLIC ACCESS POINTS ALONG CHANNELS AND CREEKS WITHIN THE PROJECT AREA. - - -N /A — THESE ARE NO INLETS FOR THIS CT, EXISTING INLETS WITHIN THE PROPOSED PROJECT LOTS WIL HAVE SIGNS POUTED ON . MANAGE FIRE SPRINKLER SYSTEM DISCHARGES FOR NEW BUILDINGS 107H FIRE SPRINKLER SYSTEMS, DESIGN FIRE SPRINKLER SYSTEMS AS FOLLOWS: ? CONTAIN DISCHARGES FROM SPRINKLER SYSTEMS' OPERATIONAL MAINTENANCE AND 7ES77NG AND CONVEY DISCHARGES TO THE SANITARY SEWER SYSTEM. - - -THE FIRE SPRINKLER SYSTEM WILL CONNECT TO THE ENSTID SYSTEM WITHIN THE HOSPITAL MANAGE AIR CONDITIONING CONDENSATE AIR COND1770NING CONDENSATE IS A SOURCE OF DRY - WEATHER RUNOFF AND ELEVATED COPPER LEVELS. INCLUDE DESIGN FEATURES TO MANAGE THIS POLLUTANT SOURCE, INCLUDING THE FOLLOWING: ? DIRECT AIR CONDITIONING CONDENSATE TO THE SANITARY SEWER SYSTEM ? DIRECT AIR CONDITIONING CONDENSATE TO LANDSCAPING AREAS - - -N /A - THERE ARE NO AR CONDITIONING UN17S PROPOSED FOR THIS PROJECT. USE NON -TOXIC ROOFING MATERIALS WHERE FEASIBLE ? AVOID THE USE OF GALVANIZED STEEL OR COPPER FOR ROOFS, GUTTERS, AND DOWNSPOUTS ? IF USING SUCH MATERIALS, REDUCE THE POTENTIAL FOR LEACHING OF METALS BY APPLYING A COATING OR PATINA 7 AVOID COMPOSITE ROOFING MATERIALS THAT CONTAIN COPPER -- -ROOF MATERIALS SELECTION Will CONSIDER THE ITEMS ABOVE, OTHER SOU RCE CONTROL REQUIREMENTS ? REQUIRE IMPLEMENTATION OF POST - CONSTRUCTION SOIL STABILIZATION PRACTICES, SUCH AS THE RE- VEGETATION OF CONSTRUCTION SITES, IN CONFORMANCE WITH THE APPROVED LANDSCAPING PLAN AND GRADING PLANS. ? PROVIDE FOR PET &STE COLLECTION DISPENSERS WHERE APPLICABLE. ? RESTRICT THE USF OF GALVANIZED AND COPPER ROOFING MATERIALS. - - -N /A - REVEG TAT10N NOT REQUIRED. NO LANDSCAPING IS PROPOSED AS PART OF THIS° PROJECT. KETTLERAb-LEWECK E N G I N E E R I N G 303 A STREET, SUITE 302 SAN DIEGO, CA 92101 t: 619 269 -3444 1 f: 619 269 -3459 www.kettlerleweck.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A(; t�>UlLTS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JCW JCW JCW /SCK A4 BUIL'tS DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 PLANS PREPARED UNDER SUPERVISION OF EROSION CONTROL PLAN RECOMMENDS APP V LOCATION: NW CORNER OF CONC. SD INLET ON SCRIPPS MEMORIAL HOSPITAL LADING DOCK EXPANSION NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE HORIZONTAL: 1" =20' DATE: g-�4- /ro 354 SANTA FE DRIVE 12811 -SG NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL =TEVEM ICG 1=W2 MASIH MAHE R GLENN PRUIM RECORD FROM: R.O.S. 18416 e;; VERTICAL: NONE R.C.E. 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O _ HYDRAULIC DOCK LEVELER BLUE GIANT CB 063160 -03 DOCK p ...,. .....:................:..� p #' j )r`mm ; O MECHANICAL DOCK LEVELER BLUE GIANT CB-063160-01 DOCK a ----------------- - 71, DOCK BUMPER (TYP.OF 6) DB411 _ If F SINGLE PUSH BUTTON CONTROL -MOTOR STARTER SP1 -TBD f _ PNEUMATIC (REMOTE POWER PACK) BLUE GIANT CB- 062461 -02 (LOCATE PLATFORM) PLANTING SCHEDULE I � ; j��'� "( , ;�,,,,,s„ {' TAG TYPE SIZE j El GURA /PINK 5 GA. " ......__ ............... "....... ............... i _�., t FLAX /BRONZE 5GA FESTUCA / BLUE 1 GA., 18" O.C., DOUBLE ROW _ STAR JASMINE 1 GA. PROPOSED LOADING DOCK RENOVATION PLAN SCALE: 1/8" = 1' -0" 0 GREEN SCREEN TRELLIS 12 FEET LONG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE S 8U LLTS ` DESIGNED BY: I DRAWN BY; CHEC D BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. As SUIL.TS gro Z•2(o•Is ( 1Zj-jg DESCRIPTION: 2.5" BRASS DISC STAMPED LS 7322 LOCATION: NW CORNER OF CONC. SD INLET ON NORTH SIDE OF SANTA FE DR. WEST OF 1 -5 AT THE;` NE RETURN INTO SCRIPPS MEMORIAL HOSPITAL HORIZONTAL: VERTICAL: 'A, wnt, '�� H�� Yr�^�V�'e- a -2' �_�� PLANS P EPARED UNDER A �5so ... °Cher �0 00 " - C2/17 N y17 SUPERVISION OF DATE: 09 -19 -2016 R. A. MO.: C -24151 RECOMMEND D: APPR E A ,� _/ oo ` •M MASIH MAHER GLENN PRUIM SCRIPPS MEMORIAL HOSPITAL LOADING DOCK EXPANSION 354 SANTA FE DRIVE SCRIPPS HEALTH 12811 -SG RECORD FROM: R.O.S. 18416 ELEVATION: 173.376, STA. 1048 (ENC -48) DATUM: NAVD88 DAor s c 9'F Ram oQ o �F EXP.: 02 -2017 l0 /S�f � o // DATE DATE 258- 241 -32 PLANNING CASE NO: 06 -066 MUP /DR/CDP SHEET 6 OF 6