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2018-14088 G (Plans) (2)RIGHT-OF-WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION - SUNSET HIGHSCHOOL RECONSTRUCTION PROJECT, 684 REQUEZA STREET, ENCINITAS, CALIFORNIA." PREPARED BY GEOCON INCORPORATED DATED 06/29/2018, PROJECT# G1999-42-10, AND "PERMEABLE AND CONVENTIONAL PAVEMENT SECTION RECOMMENDATIONS, 684 REQUEZA STREET, ENCINITAS, CALIFORNIA." PREPARED BY GEOCON INCORPORATED DATED 8/16/2018, PROJECT#G1999-42-10 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING AND PAVING 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 BENCHMARK 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: 0 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14088-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18, IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. MAN REMAINS ARE FOUND ON THE 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE'), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN! MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE COY AT (760) 753-6491 ext 5549, 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 ;S 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 NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 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. OWNER'S STATEMENT FOR SWPPP PROJECTS DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGE`. OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCUNN,ENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N01) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS: FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 14088-G AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0001. WDID # 9 37C386443 RISK LEVEL: LEVEL-1 DATE: 6/2- 0/ n 1\ SIGNATURE: ROBERT A. HALEY FOR SAN DIEGUITO UNION HIGH SCHOOL DISTRICT EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1. :1 MAXIMUM VERTICAL DEPTH OF CUT = 9' MAXIMUM VERTICAL DEPTH OF FILL = 7' CUT = 5,000 CY FILL = 5,000 CY* *ASSUMES 10% SHRINKAGE FACTOR FOR ALL FILLS AND REMEDIAL GRADING EXPORT = 0 CY REMEDIAL = 14,200 CY PER GEOTECHNICAL RECOMMENDATIONS DISTURBED AREA = 2.92 ACRES IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: IMPERVIOUS AREA AFTER CONSTRUCTION: INCREASE IN IMPERVIOUS AREA: IMPERVIOUS AREA REPLACED 74,994 SOFT 85,673 SQFT 10,679 SQFT INCREASE 74,994 SOFT NOTE: THE GRADING QUANTITIES SHOWN ABOVE ARE FOR BONDING PURPOSES ONLY AND DO NOT ACCOUNT FOR VARIATIONS DUE TO LOSS FROM CLEARING AND GRUBBING, STRIPPING, SHRINKAGE, SWELL, OR UNSUITABLE MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE -OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON THESE DRAWINGS AND IN CONFORMANCE WITH THE PROJECT'S GEOTECHNICAL REPORT. SAN ELIJO JOINT POWER AUTHORITY 7,0,11 SIGN STORMWATER POLLUTION CONTROL BMP NOTES OWNER SITE ADRESS RELATIVE TO CONSTRUCTION ACTIVITIES SAI DIEGUITO UNION 684 REQUEZA STREET HIG SCHOOL DISTRICT ENCINITAS, CA 92024 CONCRETE WASHOUT 710 ENCINITAS BLVD CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ENCINITAS, CA 92024 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, (760) 753-6491 SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LEGAL DESCRIPTION LOCATION. LOTS 24 AND 25 OF RANCHO RIQUEZA, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CONSTRUCTION SITE ACCESS CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2133, FILED IN THE OFFICE OF THE COUNTY RECORDER A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND OF SAN DIEGO COUNTY, NOVEMBER 11, 1928. INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. EXCEPTING THEREFROM THE SOUTHERLY 22.00 FEET. CONSTRUCTION VEHICLES APN: 258-122-35-00 AND 258-122-36-00 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR TSF T0: CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. GROSS/NET AREA: 3.47 AC ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. T r_4Trcy T. K•.%4 FIE-) GE;L1I3 EROSION CONTROL SOILS ENGINEER'S CERTIFICATE p« 1,44e,8.jej :7/f5/19 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES WE, GARRY W. CANNON A REGISTERED ENGINEERING GEOLOGIST AND RAUL R. GARCIA , A SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN MATRIX. THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR DIRECTION ON 6/28/2018. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 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, WE HAVE REVIEWED THESE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. EROSION CONTROL MEASURES. NAL G ON INCORPORATED NIWYv E MooKe REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE 6960 DERS DRIVE 57:1-to R4FFIN KoAO � � RY WELL (mil I PHASESAVOID COVER. DO CONDUCTEDIN SAN DIEGO,A 92121 S h N p1 F�� CA q 31,t3 �' N UNNECESSARUNNECESSARY NOT TREES OR SHRUBS LY; THE HELP DECREASE EROSIONOUND 858-558-6900------ 1515. -4(, N t 5 o0o f TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT JOB #: G1999-42-10 Nam` EGEOL RSG 2 IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY �Q FOF 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 SIGNED: ila4mtA, DATE: - - RR -CANNON ARE COMPLETE. .G. o.: 2201 LICENSE EXPIRATION DATE: 11-30-20 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE 1 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. SIGNED: „ �G*a^o DATE: ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES SIGNEE: RAUL R. GARCIA MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES G.E. Nc.: 2842 SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM LICENSE EXPIRATION DATE: 03-31-20 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. STATEMENT OF ENGINEER OF WORK TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE STORMWATER REQUIR MENTS AND THEIR OWN RESPONSIBILITIES. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY WASTE MANAGEMENT PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 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 NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERM DIKES 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 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 EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMP OYMENT AND ARISING TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS OUT OF THE WORK PERFORMED BY THE ENGINEER. �pFESSipN ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. O ql FIRM: FUSCOE ENGINEERING, INC. 0. F MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, S ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 CITY, STATE: SAN DIEGO, CALIFORNIA 92122 BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. TELEPHONE: (858) 554-1500 m m " NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS C 75822 HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE * 7t - EXP. 3o-2 HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1 195. FOR INFORMATION ON LANDFILLS sTcos1 qTF AND TO ORDER DUMPSTERS CALL EDCO AT (7t30) 436-4151 . BY: DATE: �- 2y, (� OF CAL�FO� BRYAN SMITH POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING . R.C.E. NO.: 75822 RECEPTACLES AROUND THE SITE. REGISTRATION EXPIRATION DATE: JUNE 30, 2020 CIVIL SHEET INDEX 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. 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. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. f SIGNATURE: 1 I ` - 1 't, , DATE: G Ze ROBERT A. HALEY FOR SAN DIEGUITO UNION HIGH SCHOOL DISTRICT WDID NO. 9 37C386443 SHEET NO. SHEET TITLE C1 TITLE SHEET C2 KEY MAP & NOTES C3 DEMOLITION PLAN C4 SITE & PAVING PLAN C5 GRADING PLAN C6 GRADING PLAN C7 GRADING PLAN C8 GRADING PLAN C9 SECTIONS & DETAILS C10 SECTIONS & DETAILS C 11 STORM DRAIN PLAN C 12 UTILITY PLAN C 13 EROSION CONTROL PLAN C 14 REGIONAL STANDARD DRAWINGS C 15 REGIONAL STANDARD DRAWINGS C 16 I REGIONAL STANDARD DRAWINGS BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND EFUSCOE STORMWATER POLLUTION CONTROL FACILITIES E N G I N E E R I N G RECORDED ON -(.Y 1, 2.019 1411 6390 Greenwich Dr., Suite 170, San Diego, California 92122 tel 858.554.1500 a fax 858.597.0335 o www.fuscoe.com AS DOC. #: L01°1 - OL7L518 PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W18-140 I0 -115119 SIGN S M SIGN CHANGE No. l DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL uL�)IUNLu UT: UKAWN tlT: l Htl KtU 17T: ENGINEERINS DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWINBIDS G NO. BIDS 1 AS -BUILT GRADING PLAN SET SRN 2 9 2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INLET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 4G-M-19 R.C.E. NO.: C 75822 BRYAN D. SM H EXP.: 06-30-2020 RECOMMENDED: APPROVED: oil_ JESS OWENS EDWARD J. wIMM / CITY NGIN R / DATE B1 DATE GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN: 258-122-35-00 & 258-122-36-00 PLANNING CASE N0: 18-117 ADR PMW CDP TITLE SHEET 14088 - PUBLIC WORKS NA ---- DRIVEWEST F INTERSTATE HI HWAY T TH BRYAN D. SMITH DATE St -eve, Na-wa k� 2/9/2021 PLANNING NA ---- C1 NORTH T RETURN INTORIPP MEMORIAL HOSPITAL_ RECORD FROM: POINT NUMBER 1048 PER ROS 18416 REVIEWER JQO 2/q ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/q SHEET 1 OF 16 F:\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-0ITS.DWG (05-28-19 8:42:22AM) Plotted by: Lizette Salazar GENERAL NOTES mmmmm m m m m m m m�� WORK TO BE DONE C3 C4 C11 C12 1. IMPORTANT NOTICE: SECTION 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR ' m m m m m m m pm„ m m m = m m m m m m m m =' THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT, TOLL FREE 1-800-422-4133, TWO C5 .I' N 1'00 09 E CB N . 4, AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL DAYS BEFORE YOU DIG. , / _ _ _ - 307.94' \07 96 B S ENCINITA D OF AS -BUILT GRADING PLANS, AS -BUILT GEOLOGIC MAPS AND REPORTS, t t A S FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION - 2. CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING THE �- - - � ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY PROJECT GRADING AND/OR CONSTRUCTION ACTIVITIES. THE PROGRAM SHALL MEET ALL APPLICABLE ' \ Cs STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND REQUIREMENTS OF THE STATE WATER RESOURCE CONTROL BOARD AND THE CITY OF SAN DIEGO _ S ORDINANCES CITED ON THESE PLANS. 7''Aft LDMdC4MUNICIPAL CODE AND STORM WATER STANDARDS MANUAL. �� i l � � � \ n D - \ E s SITE THE GRADING, PAVING, AND UTILITY WORK SHALL BE PERFORMED IN 3. "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR REPLACEMENT OF WI ° - c� 2 < REQUEZA T. ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF SUCH PUBLIC IMPROVEMENTS IS REQUIRED, THE OWNER SHALL OBTAIN THE REQUIRED PERMITS , + CD O c CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. FOR WORK IN THE PUBLIC RIGHT-OF-WAY, SATISFACTORY TO THE PERMIT- ISSUING AUTHORITY. , n1 J `; I I ^ eri m ➢ 1-5 p �] Z 1. CITY OF ENCINITAS MUNICIPAL CODE 2. CITY OF ENCINITAS ENGINEERING DESIGN MANUAL 4. ALL EXISTING AND/OR PROPOSED PUBLIC UTILITY SYSTEM AND SERVICE FACILITIES SHALL BE I I MULTI -PURPOSE INSTALLED UNDERGROUND IN ACCORDANCE WITH SECTION 144.0240 OF THE MUNICIPAL CODE. ' o i Q ROOMi , I m Z 3. THIS SET OF PLANS 5. THE AREA WHICH IS DEFINED AS ANON -GRADING AREA AND WHICH IS NOT TO BE DISTURBED , I I �� I , 4. 2016 CALIFORNIA BUILDING CODE WITH DSA AMENDMENTS I \\ I ' J S 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHALL BE STAKED PRIOR TO START OF THE WORK. THE PERMIT APPLICANT AND ALL OF THEIR ' REPRESENTATIVES OR CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS FOR PROTECTION OF �' K SANTA FE DR. (GREEN BOOK) THIS AREA AS REQUIRED BY ANY APPLICABLE AGENCY. ' S �� t I ! I 1 I S81'34'44"E 't N a 7. SOILS REPORT(S) AND RECOMMENDATIONS BY GEOCON INCORPORATED ' CIASSROOMIIIUWN01 48•00' �Z �� 8. SDRSD AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS MANUAL ENGINEER'S NOTICE TO CONTRACTOR I _ -' I %r r I ' �, ,�, 9. COUNTY OF SAN DIEGO HYDROLOGY MANUAL ' I 9 <<� O 10. COUNTY OF SAN DIEGO DRAINAGE DESIGN MANUAL 1 THESE PLANS ARE OBTAINED B O A ANYSEAUNDERGROUND D R ROUND UTILITY PIPES OR RECORDS. STRUCTURES THESHOWN TOR I ON I C6 _ - T C7 to /� t VICINITY MAP NPrJ, DR. 12. STORM WATER QUALITY MANAGEMENT PLAN (SWAMP FOR SUNSET HIGH REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES \� �/ ' N.T.S. �N SCHOOL) PREPARED BY FUSCOE ENGINEERING DATED APRIL 2019 SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE , t 13. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR _ :r. ' HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB - I I o'01 p a a q ��0 ' BENCHMARK LEGEND SAN DIEGO REGIONAL STD DWG (SDRSD) SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY '' DESCRIPTION DWG. NO. SYMBOL QTY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND , ' •00 _ 4 I OPEN SPACE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF PROPERTY LINE NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, ' I EASEMENT PER ENCINITAS SURVEY CONTROL NETWORK POINT NUMBER INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ' 0 ( „ RIGHT OF WAY DOC. 1048. 2.5 BRASS DISC IN NORTHWEST CORNER OF OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE EASEMENT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY ' I . �� ' WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN FLOWLINE PUBLIC AGENCY. , % _ _ ._.._ _ I INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED d , O PROPOSED FENCE X ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE �I o ELEVATION = 173.376 NAVD88 PROPOSED CONTOURS 73- CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT w' - - \ I ' EXISTING CONTOURS QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). t NA - �. a T �, \ \ \,,�\�\,\, \ ` \ I I SOURCE OF TOPOGRAPHY 2 0% _ �' I I ' FLOW DIRECTION AND SLOPE ,,,, ",, r,, l 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR ' N 1'4 6" , THE TOPOGRAPHY SHOWN HEREON WAS PREPARED BY ELEVATION 441.39 BIDS ENGINEERING INC r FIELD SURVEY DATA, AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5575 LAKE PARK WAY, SUITE 114 EXISTING ELEVATION . G TO BE ANTICIPATED, THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY Lmm _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LA MESA, CA 91924 AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR SLOPE AN INCREASE IN COSTS) TO THE OWNER AND TO THE ENGINEER OF RECORD, AND SHALL NOT 582-4992 PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER -Z� DATED MAY 21, 2018 DAYLIGHT LINE REPRESENTATIVE. KEY MAP LEGEND EXISTING EASEMENT NOTES 1"=50' BASIS OF BEARINGS SITE RETAINING WALL. . . . . . .PER PLAN 5. QUANTITY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS O EASEMENT INFORMATION, AND SHOULD BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL 15' WIDE EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT FOR PIPELINES HORIZONTAL AND VERTICAL CONTROL FOR THIS PROJECT ARE BUILDING RETAINING WALL . . . . . PER STRUCTURAL PLANS - - - - QUANTITIES. WITH RIGHTS OF INGRESS, EGRESS, AND INCIDENTAL PURPOSES, RECORDED AUGUST 22, AS FOLLOWS: 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND 1925 IN BOOK 1095, PAGE 451, CANNOT BE PLOTTED - THE EXACT LOCATION OF THE El SHEET NUMBER DEEPENED FOOTING . . . . . . PER STRUCTURAL PLANS PRESERVATION OF ALL SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION CP#2 NAIL N-1960980.52 E-6246652.19 ELEVATION: 242.32' SEAT WALL . . . . . . . . . PER LANDSCAPE PLANS MONUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT (D12' WIDE EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC CP#3 NAIL N-1960975.98 E-6246816.54 EXISTING STORM DRAIN THE DIRECTION OF THE GOVERNING AGENCY. UTILITIES, INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED OCTOBER 03, 1956 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND IN BOOK 6283, PAGE 544 O.R. (TO BE QU(TCLAIMED). EXISTING SEWER . . . . . . . . . . . . . SUBSTRUCTURES (IF APPLICABLE). SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLANS SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLANS EXISTING WATER . . . . . . . . . 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING ( NT. ): EXISTING FIRE SERVICE . . . . . . . UTILITIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL EXISTING ELECTRICAL . . . . . . . CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND 3" STORM DRAIN (U.O.N.) SDRSD D-60 - m - 9. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1-800-422-4133 A MINIMUM OF TWO THE ESTIMATED COST BY THE DEVELOPER. VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STORM DRAIN SDRSD D-60 - FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN END THE USA TICKET NUMBER MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE SANITARY SEWER WAS SP-03 WORK SHOWN ON THIS SET OF PLANS. PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 19-FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END WATER WAS WP-02 v 10. ALL STORM DRAIN CATCH BASINS AND CURB INLETS SHALL HAVE STENCILING OR MARKINGS WITH 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND PROHIBITIVE LANGUAGE PER THE APPROVED SWMP FOR THE PROJECT. CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET FIRE SERVICE POC O 1 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY EA SPECIAL NOTES RESIDENTIAL LOT. AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. FIRE SERVICE W/DCDA BFP SHEET C12, WAS WF-05 FV CDA THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN DOMESTIC BACKFLOW PREVENTOR WAS WS-01 w RP WORK. FOR ALL TRENCH WORK. THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS RECYCLED SERVICE METER WAS WS-02, WR-04 RW 1. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY 9• INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET PARTS. FIRE HYDRANT ASSEMBLY FV - OUT CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THE FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. WAS WF-01, WF-04 ENGINEER BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK OF THE CONSTRUCTION 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED VALVE WAS WV-02 PROCEDURES AND SAFETY PROCEDURES FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS OR 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER THAN THAT OF 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN PRECAST CATCH BASIN DETAIL 'W' SHEET C10 0 (12"x12„) 4 EA THE ENGINEER'S EMPLOYEES. (18 X18) 1 EA EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION „ „ 2. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY (24 x24) 3 EA 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED THE SDWD INSPECTOR. (36"x36") 1 EA LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE STORM DRAIN CATCH BASIN TYPE G-1 SDRSD D-08 ® 3 EA 3. ALL WALLS, SLABS, ASPHALT PAVING AND OTHER IMPROVEMENTS SHOWN AS TO BE REMOVED OR EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES DEMOLISHED WITHIN THE LIMIT OF CONSTRUCTION WILL BE REMOVED AND DISPOSED OF AT AN ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. NOTIFICATIONS ABBREVIATIONS STORM DRAIN CATCH BASIN TYPE G-2 SDRSD D-OS ■ 3 EA APPROVED SITE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONSSTORM DRAIN CLEAN OUT TYPE A-6 SDRSD D-09 ® 2 EA . 1 • THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ADA -AMERICANS WITH DISABILITIES ACT 4. THE CONTRACTOR WILL MAKE EXPLORATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF BS - BOTTOM OF STAIRS AREA DRAIN 15 EA SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE 14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, CB - CATCH BASIN DETAIL 'V' SHEET C10 -SD-O NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CY - CUBIC YARDS SLOT DRAIN 7000 SERIES OR EQUIVALENT 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE EX - EXISTING �- 150 EA 5. WHERE NEW UNDERGROUND CONNECTS TO EXISTING WORK IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR FF - FINISH FLOOR ELEVATION REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR BUILDING ROOF DRAIN POC THE CONTRACTOR TO DETERMINE THE LOCATIONS AND ELEVATION OF EXISTING WORK PRIOR TO NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND FG - FINISHED GRADE 42 EA EXCAVATION FOR NEW WORK AND TO CONNECT THE NEW WORK THERETO. ALL POTENTIAL SD NOTIFICATION OF COMMENCEMENT OF WORK: FH - FIRE HYDRANT PROJECT. - CONFLICTS SHALL BE BROUGHT TO THE FIELD ENGINEERS ATTENTION IN ADVANCE TO PREVENT A. SEWERS - CSD/ESD - (760)-633-2770 LWD 760-753-0155 FL - FLOW LINE STORM DRAIN CLEANOUT SDRSD SC-01 SD 24 EA DELAYS IN CONSTRUCTION SCHEDULE. 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE B. GAS & ELECTRIC - SDGE - (760)-438-6200 FS - FINISHED SURFACE 6. THE LOCATIONS OF ANY UNDERGROUND STRUCTURES AS SHOWN ON THESE PLANS HAVE BEEN PARALLELING, OR PROPOSED CONNECTICN SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED C. WATER - SAN DIEGUITO WATER DISTRICT - (760) 633-2650 EB - INVERTELEVATION DE EAK HEADWALL TYPE 'A' SDRSD D-30 O 5 EA OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON D. TELEPHONE - SBC BELL - (760)-489-3411 PVC -POLYVINYL CHLORIDE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN E. CABLE TV - COX COMMUNICATIONS- 760-806-9809 X-2233 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL ( ) RCP - REINFORCED CONCRETE PIPE WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PEDESTRIAN HARDSCAPE SHEET C4 UNDER- GROUND OR OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. RIM - RIM OF STRUCTURE ELEVATION 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING R/W - RIGHT-OF-WAY 'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. SD - STORM DRAIN PERMEABLE PAVERS SHEET C4 INSTALLED TO THE DISTRICT SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLANS: soco -STORM DRAIN CLEAN OUT WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: SDRSD _ SAN DIEGO REGIONAL STD DWG 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT SF SQUARE FEET BIORETENTION BASIN SHEET C10 STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC . TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. TO REJECTION AND REMOVAL. SS - SANITARY SEWER . THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR SSCO - SANITARY SEWER CLEAN OUT QUANTITIES ARE INCLUDED FOR PERMIT PURPOSES ONLY, NOT TO BE USED FOR AFTER THE DATE OF ACCEPTANCE. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO TC - TOP OF CURB GRADING. CONTRACTOR SHALL PROVIDE INDEPENDENT QUANTITIES FOR BIDDING GAS AND ELECTRIC VAULTS. TD - TOP OF DITCH TF - TOP OF FOOTING �pFESSipv 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE 19. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. TG -TOP OF GRATE � q� OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE D • S F TCB -TOP OF BASIN 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2709. ALL WORK 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY ( FIRE PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. TS - TOP/TOE OF SLOPE HYDRANT, METERSNALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. TW - TOP OF WALL w CD = m 4sh. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE -CONSTRUCTION U.O.N. - UNLESS OTHERWISE NOTED C 75822 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED EXP. 06-30-20 �� CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WAS - WATER AGENCIES STANDARD * WORK ON WATER IMPROVEMENTS. PHONE: (760) 633-2709. WASTE DIVISION. WS -WATER SERVICE t M • 1 ■ t t ! I M • sTgTF C1vIt 6390 Greenwich Drive, Suite 170, Son Diego, Colifomia 92122 OF CA�-�F tel 858 554.1500 - fox 858 597 0335 C -v fuscoe com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT GRADING PLAN SET S2N 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET 01 /29/2021 684 REQUEZA STREET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE BRYAN D. SMITH DATE PUBLIC WORKS NA ---- DATE: ?• 3.19 1 KZA� Q ENCINITAS, CA 92024 14088 - PLANNING Nf1 R.C.E. NO.: 75822 JEss owENs E WARD J. WIMM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT RTH T RETURN INTORIPPMEMORIALInpup WF7qT OF INTERSTATE HIGHWAY 5 AT HH PIT ---- C2 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 $t�Ve Nawak 21912021 REVIEWER JQO 21q CITY ENGINEER APN: 258-122-35-00 & 258-122-36-00 ELEVATION: DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR ICIC Z/q BRYAN 'D. SMITH EXP.: 06-30-2020 �� DATE PLANNING CASE NO: 18-117 ADR PMW CDP KEY MAP 8 NOTES SHEET 2 OF 16 F:\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-02KM.DWG (07-02-19 7:55:17PM) Plotted by Lizetle Solazor A R N TT R C FH�- D SIDEWALw BEGIN I .CURB -- - ---- _ _ ---------_ IA (2401— ' OUTLET _ - - - - - -NCE - -. ---_ - --__ s • x II Hy N H _ - - - u AE ---- • �4 ( X -- X X �j-1.'l i . 1 R f7 XTTT7TX 111I\ �f I ( -_ X n ( �- X X II — v -- ) — X — N r -- __ \ I I I�R� X— X X x I,\ X — x x R AN \_, A ND SIDEW _END D \ k POWER ' '• POLES D C A SHED \\ (SEE 3 A 24' I SPEED BUMP ASPHALT (� (Uu� + DRIVEWAY C A CURB AND D A A A AS �YTT R / 1f ' T� -: / q ROCK CON RETf . A (TYP.) 'T /T/� /�-' FOUN IN A ONCRETE WAL (TYP.) BUILDING per. • ,e 7r Q I i \ I SIDEWALK C N I C R A.-� (TYP.) ATER f TREE A LIGHT o RAILING A (TYP.) _ A RAMP A A 1 R1 A BEN o1 SD/ • BUILDING DEMO TO TH NEXT r A Ax JOIN (TYP.) ` A A METAL A 0 x URB AN R I A A AND SIDEWALK BEGIN + I BENCH BUILDING LAN IN I A A A A METAL CA NCR \ I R N I A AND SIDEWALK EN ER LAT.[ •.. • ' A A LLI / A A A SE)/ • A q / -f IGA WALK • ' W BUILDING i' w BUILDING NUJ f-f-f•/'g• /• � 11 TREVA CONCRETE • •r x / TREE ( A • . A PP� N I! I TREE A DR ° ,• 'SkIADE , w C o RECYCLE > (TYP. o SIRUCTURt d GARDEN FENCE �WATER F A ° A A A �----- A 'ENCLOSURE' — CA ?p g Q ti; f�-!� /G/ /G`/ A) A ICVB (o P.)---- {�. I1 I GAS E e (SEE NO E 3 N / C z A TREE (TYP.) A REE /__ •. d.' • I A i I I BUILDING t� A CYCLED WATER G RECYCCE _ S ICE A \ NCRETE SERVICE ICVB (TYP.) A _ \ ( A BUILDING 1 \� `�'L A ' i TREE A \ 6RRf-f -�f IRIS A (TYP.) �, ICVR CONCRETE H d -METAL FENCE WALK AT NA RECYCLED //E/t7 I WATER C A A SIDEWALK C �- WOOD CONCRETE '� CONTAINER (CURB AND II INI ICI I{� GUTTER (TYP.) 1 BASKETBALL, t" o NI ti ,COURT ; u' o A FENCE DEMOLITION NOTES ❑A EXISTING TO BE REMOVED ❑B EXISTING TO BE RELOCATED ( 3 © EXISTING TO REMAIN, PROTECT IN PLACE A CONCRETE (TYP. I I , of o.R Op DRY UTILITIES TO BE COORDINATED WITH SDG&E, N , SHOWN FOR REFERENCE ONLY o 0 0 CAP AT RIGHT OF WAY -- F❑ SANDBLAST EXISTING PAVEMENT STRIPING ABANDON EXISTING SERVICE AT MAIN PER WAS WS-08, SEE SHEET C12 TRAILER TO BE REMOVED BY DISTRICT PRIOR TO DEMOLITION _. DEMOLITION LEGEND (250 DESCRIPTION SYMBOL - - LIMITS OF GRADING II LIMIT OF DEMOLITION EX. TO BE REMOVED EX. TO REMAIN UTILITY DEMOLITION/ABANDONMENT•- BUILDING *ABANDON IN RIGHT OF WAY, DEMOLISH AND REMOVE ONSITE A X NOTE- /5 1) ALL EXISTING UTILITIES, SURFACE IMPROVEMENTS, A FOOTINGS, AND LANDSCAPING WITHIN THE LIMITS OF C GRADING SHALL BE DEMOLISHED AND REMOVED UNLESS _—� .I TYP.) �r - - -- - - - °_ ` ! l-1-l-/-/ DECK RAMP �r OTHERWISE NOTED C AN C + A / ` -f-! l--� f-'�` /C,-f-/- ,G / �' �� I STRUCTURE A 2) ALL EXISTING STREET SIGNS, LIGHTS, &LAMPS LOCATED -I GUTTER I E AS A TREE (TYP.) >,yrt /-f /-t /- t a e• T xMh 'zl WOOD 1, w IN PUBLIC RIGHT OF WAY SHALL BE PROTECTED IN PLACE q I CUR A G TT R '� \ ECK x DURING CONSTRUCTION OR REPLACED TO THE ND SIDEWALK BEGIN •: A .� I s l I SATISFACTION OF THE DEVELOPMENT SERVICE 1 CONCRETE A ^ ' � • A T I DEPARTMENT. ASPAHL ,( I ASPHALT 3) GAS AND ELECTRICAL FACILITIES ARE SHOWN FOR CONCRETE I_ • •1 BERMDEMOLITION AND ' • ! A SIGN (TYP) �I A STRIPING (TYP.) x IMPROVEMENTS WITH ODRYDIUTILITYLPLANS AND SDG&E. - WATER - \ q / ASPHALT A I r • � I 30, 4) SURVEY AND UTILITY INFORMATION SHOWN HEREIN WAS I PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY ALL STRIPING I I A DRIVEWAY ASPHALT y A .( .••_• ° • BUILDING ASPHALT x I A N No �' EXISTING CONDITIONS SHOWN ON THIS PLAN. CONCRETE A A A •' �• u' I I ° ASPHALT � � •° • " • � •• .-•' � EXISTING TO B x I I I I � w I 5) ALL UTILITY DEMOLITION IN THE PUBLIC RIGHT OF WAY IS F SIGN C •• Aq -�� A RELOCATED BY COUNTlt• o ` SHOWN FOR REFERENCE ONLY. SEE SHEET C12 FOR e •r •. . \ SEWER `� POSI I CONTAINER OF SAN DIEGO 0 RIGHT OF WAY IMPROVEMENTS. CURB &GUTTER A CONC I A CURB A 4 A CLEAN (TYP.) I -- �' ONC ! OUT A SEWER MANHOLES BERM T N II �;' RAMP I I '� LIGHT (TYP.) BERM I RAMP I (TYP.) EXISTING EASEMENT NOTES • / ,�,`� I . /f /upo (TYP) x - - - - I I VAULT A I , n ° aN A A I I 5 12' WIDE EASEMENT GRANTED TO SAN DIEGO GAS AND STRIPING F G ATE _ °L7 q x O ELECTRIC COMPANY FOR PUBLIC UTILITIES, INGRESS, EGRESS 5 �- - - - - - - - q AND INCIDENTAL PURPOSES, RECORDED OCTOBER 03, 1956 IN - A TIVATE Jam! AHN- f / !b E1 f-/ q TRAILER _ CONCRETE I BOOK 6283, PAGE 544 O.R. URB AND A !->f- !� - STOPS x TO BE QUITCLAIMED . O ROA T -�- -t--- -------- -A ( ) UTTER - - - - x — x — x x x — x --� --x =mac= — — — — — - > t. q WATER ; - - - - BFP _ ,r� �/ • I I \ r2__CT_ FEND III I ► I I 11 \\ 20' 0' 10' 20' 40' AND SIDEWALK LNfURB AND DR� �pFESS/py SCALE: 1 " = 20' w co = rri FUSCOE C 75822 06-30 * EXP. 06-30-20 a N• 1 N I II ! I N• �TyTF C I V1\L 6390 Greenwich Drive, Suite 170, San Diego, California 92122 OF CAVE tel 858.554 1 500' fax 858.597.0335 Y —v fuscoe com �� BUILDING SWALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL I Y: CHECBKOESD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT GRADING PLAN SET SIN 2 9 2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP IN LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: %• 3• Ig - R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06-30-2020 RECOMMENDED: APPROVED: JESSE WENS EDWARD J. WIMM / / CITY NGIN DATE D, GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN: 258-122-35-00 & 258-122-36-00 PLANNING CASE NO: 18-117 ADR PMW CDP DEMOLITION PLAN �+ 14088 - G PUBLIC WORKS Nf} ---- I F INTERSTATE AT T BR N . SMITH DATE Steeve�Nawak 2/9/2021 PLANNING N ---- C3 INOR T RETURN INTOIPP RI H PITA REVIEWER JQO 2-M RECORD FROM: POINT NUMBER 1048 PER ROS 18416 ELEVATION: 173.376 DATUM: NAV U CITY ENGINEER DATE INSPECTOR 2 q SHEET 3 OF 16 Do 00 w tr PROJECTS\307\016\PUNS\PRECISE GRADING\307-016-GP-03DP.DWG (07-02-19 7:55:28PM) Plotted by: Lizette Solozor • •• 1 I MAN VAAJ --s'Z-3 $•3-�: �•3-3-3-3 3-3 3�3 3-3- _ O _ •. I r'1, v n tit+i :;:,. • ti � ►o�i��yi'1,1, I� iilmi�q "Im. lmii11101=1 � •• - =Lim .....� ��..'....�.��:��.c��c�c�� c�c�c�c� cc�c��w-ccccccc•-:c�ccc.��, . Ili • � ��'�i�i�i�i�i�•i�i�i�i�i�i�i�i�i�i�i:��i�i�i�i�iii�i�i�i�i�i�i�i�i�i�i��i�i�i�i�i�iii�i�i�i�i�i�i�i�� '��'�� a •� iiiiiii�, ii �i iiiiiiiiii�� • � � III- IIIII"III �� _ � • • • �,�I�I�I,I�I,Ii��I� II�I��,��,�,��•��I�I.�I�I�%� r• ��j��j�j�j�j�j�j�j�j � . . „�R� • ►IIi.'��IIIi � III; _ \III. `� % � � IIII��II� 1 _ --Iwo '�I� .Ill , , . II/IIIIIII t ►IIIIIIII�• ••`III`-----------%IIIIL� ;'IL�I�I�I�I�I�I�I,I,I�, / •• mn IIII/I`i III. �IIIIIIIIIIII, �II� �II�.'IIIIII�' -"� � I�� =' - • i, �i�i�i�i�i�i�iii�i�%pii .�j� ��.��• ��i�i�i�i��i�i�i�i�i�% ee � !ti, IIIIII /I/I/I/I� rIIL�I�, I II/I/III. II/I/II. II/IIIIIIII/ III/III/ IIIL : �• 1II/II� o � 1 Q • ►IIIII I�II/I/II� �I/IIIII ,`�IIII/II. •IIIII/I14 54-IIII �IIIIIII /I/IIIIYII�'�. �II�.� � O I�I�i�I�.I�I�I�I�I�I�I�I�I�i�I.�i�i�I�i�i�I��I�I�I ��i�i��i��i�i�i�i�i•�i�I�i�i�i�i�i�I��i�i�i�i�i�i�i��i�i�i�i�i�i�i�i�i�i�\�i`�i�i��l � \ © � Q . � . - . � - . .. • • � �,. �. �_ • ®.•ee.•es� � �i_ :!�•=,�— —� s r•-ems . ��, • ■ I O oil pr Em Nee MENEEMEMEN '� _- � - • ►..°� ►. III i � _ - •J o • � ■ � -- .. -. � OMNI all ILL ./■L_1. VIMLAf ANN E-411 �,.,',',� , •ram •� , - Y �•••• MEN IOWA 76 DESCRIPTION TRArFIC SECTION SYMBOL QUANTITY INDEX THICKNESS (SF) E= LIGHT DUTY AC 4.5 6" AB CLASS 2 9,626 A HEAVY DUTY AC 7.0 12"AB CLASS 2 17,535 HEAVY DUTY CONC 7•0 6: PCC' 6 AB CLASS 2 10,717 PEDESTRIAN _ SEE DETAIL 'K' ON ® 8,913 PERMEABLE PAVERS SHEET C9 VEHICULAR 5.5 SEE DETAIL '0' ON ® 444 PERMEABLE PAVERS SHEET C9 '' I CC PAVEMENT TO INCLUDE REINFORCEMENT PER GEOTECH. R MENDATIONS (No. 4 BARS AT 24" O.C. EACH WAY) FNCQoActWENT -AA1A1TSA/AA/Ck A00 PAVEMENT NOTES: REMoVV%(. AGR6E .vT getvRoC D 9, A-0• TA401 72S1 1) ALL PAVEMENT SECTIONS SHOWN ABOVE ARE REFERENCE ONLY. PAVEMENT SECTIONS TO BE REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER SS/qt,_ ,Ud Zro%dt AT Doc. Qcso p 3, BEFORE CONSTRUCTION. 2) OVEREXCAVATION TO BE COMPLETED PER GEOTECHNICAL REPORT BENEATH ALL m PAVED AREAS TO REMOVE EXISTING FILL MATERIALS. MINIMUM 3FT DEPTH OF 20' 0' 10' 20' 40' w C 75822 OVEREXCAVATION AND RECOMPACTION BELOW EXISTING OR PROPOSED SUBGRADE _ ��0 *mh. * EXP. 06-30-20 ELEVATION, WHICHEVER IS LOWER. 1 M • 1 N ! 1 ,Pj N qTF SCALE: 1" 20' 6390 Greenwich Drive, Suite 170, San Diego, California of CC10- tel 858 554 1500 • fox 858.597 0335 • v—v fuscoe corn CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL SIN Y: DRAWN BY: CHECKED BY: �D� ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTME DRAWING NO. 1 VOID THIS SHEET SRN 2 9 2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST I TE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNERF DROP 9/2021 PUB KS DATE: 7 3 I9 684 REQUEZA STREET pp �± Opp - G LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE ENCINITAS, CA 92024 BRYAN D. SMITH D RIV W F INTERSTATE IAl TH NNING R.C.E. NO.: C 75822 JESS WE EDWARD J. WI SAN DIEGUITO UNION HIGH SCHOOL DISTRICT RTH T R RN RIPP H PIT REVIEW N INTO MEMORIAL CITY NGIN ER APN: 258-122-35-00 & 258-122-36-00 RECCRD FROM: POINT NUMBER 1048 PER ROS 18416 BRYAN D. SMITH EXP.: 06-30-2020 7obi PLANNING CASE NO: 18-117 ADR PMW CDP SITE &PAVING PLAN CITY R DATE SHEET 4 O ELEVATION: 173.376 DATUM: NAV INSPECTOR DATE Du Do W Ln )JECTS\307\016\PLANS\PRECISE GRADING\307-016—GP-04HC.DWG (07-03-19 7:35:37AM) Plotted by: Lizette Salazar / ou x� X C DR AY 24' WIDE I z k , I`ANL 1�— - OC ARTS � IN, - .I� ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED JULY 9, 2019 AS DOC NO. 2019-272597 I CHANGE NO. I DESCRIPTION Al NEW SHEET. AS -BUILT GRADING PLAN SET �— /1F- IN. LJU— I LL—UJ POINT OF FULL DEPTH OVERLAY MATCH LINE PROPOSED FINISHED GRADE GRIND AND EXISTING GRADE OVERLAY 2.0' U.O.N.* IMIT OF OVERLAY 1" MI MATCH EXISTING i235), OVERLAY GRADE / SROOM BUILDING 3 , PA \ :.y P 1III/IIIIIIIIII. IIIIIII, IIIIIII 1III, IIIIIII�IIII��IIIII �II.I�II�I � � . • \ ��I�I,'�I�I�I�I�I�I�I�I o�� \ ��i IIIIIIIIIMULTI-PURPOSEROOM 75 00 r� CLASSROOM BUILDING 1 766 II IIII 7 I 7 \ \.-.`.' .'•`.W-LL 'ICI / J q q Q • . L A 2 P 84 <. PA < . PA / 0 o .. 67 : / L 2, 01 F .R. 2 N 7 q . oe00000 0 1 PA �.s; �r5�ilillll I � �Illliil � I I �� _ � �,.P I ,i Ali Ali i PA 04 01 57—".�Ln41 CD 7 .. lPA 76 11 Iiii hill 11 llllll I I\ EXISTING AC-1:;z PAVING TO REMAIN GRIND EXISTING ASPHALT TO ACHEIVE 1 " MIN *CONTRACTOR MUST MAINTAIN OVERLAY THICKNESS STRAIGHT GRADE BETWEEN MATCH LINE AND POINT OF FULL DEPTH OVERLAY DETAIL - GRIND AND OVERLAY NOT TO SCALE CONSTRUCTION NOTES: U PEDESTRIAN HARDSCAPE PER LANDSCAPE ARCHITECT PLANS O PEDESTRIAN PERMEABLE PAVERS PER DETAIL 'K' ON SHEET C9 O LIMITS OF EMERGENCY ACCESS VEHICLE TURNAROUND / HAMMERHEAD FOR REFERENCE ® ADA RAMP WITH HANDRAILS PER ARCHITECT PLANS O STAIRS WITH HANDRAILS PER ARCHITECT/LANDSCAPE ARCHITECT PLANS © TRASH ENCLOSURE PER ARCHITECT PLANS. DRAIN TO SANITARY SEWER PER SHEET C11 07 FENCE PER LANDSCAPE ARCHITECT PLANS ® MODIFIED CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH LOCKING LID 17 CONCRETE DRIVEWAY PER SDRSD G-14A ON SHEET C15 5© TRUNCATED DOMES PER LANDSCAPE ARCHITECT DETAILS 55 CURB RAMP PER SDRSD G-27 ON SHEET C14. YELLOW TRUNCATED DOMES PER SDRSD G-30 56 CURB RAMP PER SDRSD G-28 ON SHEET C14. YELLOW TRUNCATED DOMES PER SDRSD G-30 5� STRIPING PER ARCHITECT PLANS 58 LADDER CROSSWALK PER CALTRANS STD PLAN A24F, YELLOW THERMO PLASTIC STOP LIMIT LINE AND LETTERING PER CALTRANS STD PLAN 59 A24E, WHITE THERMO PLASTIC 66 WHEEL CHAIR LIFT PER ARCHITECTURAL PLANS 67 GATE PER LANDSCAPE ARCHITECT PLANS © CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 ® VEHICULAR PERMEABLE PAVERS PER DETAIL '0' ON SHEET C9 84 CONCRETE PAD FOR MECHANICAL EQUIPMENT 86 SIDEWALK PER SDRSD G-07 88 CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH DUAL CHAMBERS AND LOCKING LID 89 PROPOSED TREE PER LANDSCAPE ARCHITECT PLANS 90 SCHOOL MONUMENT SIGN PER ARCHITECT PLANS PAVEMENT LEGEND TRAFFIC SECTION QUANTITY DESCRIPTION INDEX THICKNESS SYMBOL (SF) E= LIGHT DUTY AC 4.5 6" AB CLASS 2 9,626 HEAVY DUTY AC 7.0 12"AAB CLASS 2 17,535 6" PCC* HEAVY DUTY CONC 7.0 6 AB CLASS 2 10,717 PEDESTRIAN _ SEE DETAIL W ON 8,913 PERMEABLE PAVERS SHEET C9 VEHICULAR 5.5 SEE DETAIL '0' ON 444 PERMEABLE PAVERS SHEET C9 *PCC PAVEMENT TO INCLUDE REINFORCEMENT PER GEOTECH. RECOMMENDATIONS (No. 4 BARS AT 24" O.C. EACH WAY) PAVEMENT NOTES: 1) ALL PAVEMENT SECTIONS SHOWN ABOVE ARE REFERENCE ONLY. PAVEMENT QRpFEss/pN SECTIONS TO BE REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER q D BEFORE CONSTRUCTION. �z 2) OVEREXCAVATION TO BE COMPLETED PER GEOTECHNICAL REPORT BENEATH ALL PAVED AREAS TO REMOVE EXISTING FILL MATERIALS. MINIMUM 3FT DEPTH OF OVEREXCAVATION AND RECOMPACTION BELOW EXISTING OR PROPOSED SUBGRADE 20' 0' 10' 20' 40' = Li � m $ _ s� = * EXPO 0630-2 ELEVATION, WHICHEVER IS LOWER. _V� s T9T r,Ie.. — I N 0 1 N I 1! I N 0 c6- NEW SHEET SCALE: 1 " = 20' 6390 Greenwich Drive, Suite 170, San Diego, California 92122 F OF CALF tel 858.554.1500 ° fax 858.597.0335 ° www.fuscoe.com APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BDS I L.S. BDS SRN 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INLET 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 12/17/2020 RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET 14088 - G PUBLIC WORKS NA LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE ---- Q ENCINITAS, CA 2024 BRY N D. SMITH DATE DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE StP.Vel Nowak 21912021 PLANNING NA �� ` BRYAN D. SMITH R.C.E. NO.: C 75822 EXP.: 06-30-2020 .n� JESSE OWENS ED ARD J. WIMMER CITY EN/GI E��Zi%ZJ DATE DATE PLANNING CASE SCHOOL SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN: 258-122-35-00 & 258-122-36-00 NO: 18-1 17 ADR PMW CDP SITE & PAVING PLAN C4 NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITA REVIEWER JQO 2161 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/q SHEET 4A OF 16 11 F:\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016—GP-04HC.DWG (12-17-20 2:25:35PM) Plotted by: Lizette Salazar ' I SHT C5 SHT I 11 T :3+39. (23�� - 1� r� -, r� �) 239.33TC 9.5±F MAN-J, J J J J J (238.83FL) MATCH E -� + MATCH EX. 24 39. S _ I 0 ` \ 1 , :3+35.5 24200TF ' FL m -� ND (240) 44. 244.53TD »,• _. 20 88 [D�E 43.25FL _ 243.74F1-- - - - PTH 1' 76 DEPTH 0.79' 244.63TD STA:3+31.1 - - - - - - - 44.13FL/HP 239.47FL �� 44.------_-- So _244 _ - 242.00TF 4� I --- - --------------- --- - ----- 24 76 ------ 2 .--- - 243.42TG- - - - ��-- I -- - ��------- ---- I . 65 244.2 FGFS 44. � �� _ri 244.25 " I 4 FS o 4 16 _ I 11 TA:3+20.73 MY1TC 1 16 r FS - 240.64TC / FG I, ' 26 I 244,77F 4 (240.14FL) 7 1�� ' 44.77E MATCH EX. I 653 rz, 144. rSD ---� ---r - 67 - ---- SD------- `.' NT SHT C7 owl' 62 4 .48TC 965\'-- P-., I I -------SD------- - ----- SD ------------- s s s s s�_ .■� �� ( (241.98FS)EX. - - 44. F rn BUILDING MATCH INDEX MAP �f STA:3+02.901 EIRM / B2 I 244.85TC V OVERHANG 2411.45FL 4,�I - - - - - - - - - - - i 244.85FS 4 ' NOT?OlGLE (TYP) j - CONSTRUCTION NOTES: 244.90 �.'0% 13 245.28TC 79 I4 ADA RAMP WITH HANDRAILS PER ARCHITECT PLANS 1 fl)I ( �/�':8) 4 F 14 44.41 FS �' 244.78FS I FS 245.10 F F o 24.4.52TC RIDGE 243.82FS \ \ -_ 07 FENCE PER LANDSCAPE ARCHITECT PLANS STA2+90.78 8 (0.1' DEPRESSION) 23 `�o \ 244.27PAD EX. 24 CL DWAY 82 a ® THICKENED EDGE AT EDGE PER DETAIL P ON SHEET C9 �24 .30TC 'V rs .02 245.08 DG PAVEMENT W/ FLUSH MOW CURB PER LANDSCAPE ARCHITECT 24 .21 FL � �" 67 FS O PLAN O 4 I 62 4 T 24 . 68 4 4 F 245.08FS U 10 6" CURB PER SDRSD G-1 PER SHEET C14 STA 2+78.67 10 24 1 FS 62 44.34TC 24 .2% FL FS 45.05FS 45.08FS 0 1 243.16FL 9 2.2% 244.34FS 2.2% 2 0� _- - - - - - 11 6" CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET C14 4 F v 245) FS 44 FS m I I,1, U DEEPENED CURB PER DETAIL L ON SHEET C9 62 44.18TC 44. T _ - FL 4 . _ - 01944 I `D I K (243.68FS) 2,0 244.60FS Sp - TS - F SD 14 CURB OPENING PER DETAIL 'M' ON SHEET C9 MATCH EX. END � 244.72TW/TC 244.72FG 69 79 244 3TC I r 245.08 gg LPJ' FS IFS 1 1 - - - - - - - -_ I = -- - - - - - - _� _ - 8 so SD - -- �^ '�, - - - - -- - - - - - - SD SD SD SD UILDING - SD _ so - - - - ---- - 8 ---.- __ 16 MODIFIED BROW DITCH TYPE 'D' PER SDRSD D-75, MODIFIED TO 1.5' - - -_ _ - - - WIDE, MODIFIED SLOPE AND DEPTH PER PLAN W/ A SMOOTH TROWEL - SQ„ SD S 242.80TF.:. - - - - - - - - - FINISH ON SHEET C16 244.53FS 244.97FS 4 0 44. RIM 21 OVERHANG 246 28�,y _ - 4 • FS " " �o• 18 244.78FS :� I 18 SEAT WALL WITH RECTANGULAR DRAINAGE OPENINGS (8 W X 2 H), TW 1.5% 61 1 (TYP) I 244.78FS W 244.60FG-N i FS w % 1_ 5% O SPACED AT 5FT O.C. PER DETAIL 'U' ON SHEET C10. SLOPE w (245.0tFG-S) / 4 18 PAVEMENT ALONG FACE OF WALL AT 0.5% MIN/ 2% MAX TOWARDS 243.00TF 79 V - �- y OPENINGS n/ 244.68TC I BLp � 2 � 4.62FS 8 .74FS ( 2144.83E -` y � � ' � " ` , 18 FS4, W Li.. X. I A 244.68FS 245.08FS SD COLUM) - 4 . TW' 0 SAWCUT LINE TO REMAIN 44 F I -(TYP.)_ 4� 18 ' .'I- W '' 244:78FS. G.B. �/'� HP 11.1% 4 6118 S� V J 246.28TW PERMEABLE PAVERS PER DETAIL K ON SHEET C9 4 .6 TW �► 44.521 a a . W / _ � .� .. +F6 � .. . - _ 245.00FG-N 24 FG �,� F3 83 87 244.78FS 245.60FG-S 246 I 1• 1 W r' _ © PCC PAVING PER SHEET C4 243.60TF FG ` „ M -f - .8 S . 246. 5TW 246.45 87 ® CURB, GUTTER & SIDEWALK REMOVAL AND REPLACEMENT PER SDRSD ° W 2 83 FS G-1 1 SHEET C15 69 \ i 18�._ ( F 246.951W ® BIOFILTRATION BASIN PER DETAIL 'T' ON SHEET C10 O 1.0% $ ,11)5TA 2+3 07 51 9 11 1 °r 4 44 83 246.9 TW 4 .4 F © BIOFILTRATION BASIN PER DETAIL 'U' ON SHEET C10 MATCH EX. 1, 245.08FS �y 61 /244. 18 4 •1 18 246.93TC - 63 ° I 245.00FS246.1 TW 4FS - ® MODIFIED CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED (246.43F1 �� 1 r - M WITH LOCKING LID MATCH EX. I 1 _ I 244.671E I / 246.28TW w 20 70 �\ 28 - I 6U HANG o 46.28TW 244.78FS `./ r , 9 HEADWALL TYPE 'A' PER SDRSD D-30 ON SHEET C16 18 1 246.5 1 TYP) 244.78FS 87 24 O`' 21 Mf 0 50 TRANSFORMER PAD PER ELECTRICAL PLANS 1 � 246.00 Q I - T : + 4. 4 01 244.50TF 1 44.97F T FX 1 •2% 1.2% 61 SLOT DRAIN W/ 0.5% SLOPE & 0.5" MAX OPENINGS MODEL 7000 11 � 244.291E � 87 47.51TC - SD o� 44. 7F 'n �} 246.95TW 46. 5TW O SERIES OR APPROVED EQUAL. SEE SHEETS C5 & C6 FOR ELEVATIONS (247.01 FL) 1 N U. I 244.32 ES 244.221E BUILDING 244.81 FS Q� 244.98FS MATCH EX. I 4.Q 24 .97FS w rn 245.1 F �44F 244.261E OVERHANG BLDG 26 TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. 244.OTG FLREPLACE CURB I 47. 1 S 1 ( g(TYP) COLUMN - - _ _ - _ _ (TYP.) - 6 , , i GUTTER AND SIDEWALK MATCH EX. , ^ - - - - - - - - EARTHEN SWALE AT 1 % MIN SLOPE PER DETAIL J ON SHEET C9 TO NEXT JOINT (TYP.) I I 61 I 245.05F - - - - 65 ENERGY DISSIPATION, 2'X2' MIN ROUNDED WASHED COBBLE, 6" THICK ° 1 �� 4 . FS ;23 �ur)245.18FS GATE PER LANDSCAPE ARCHITECT PLANS I o I I I F_� ,.., x � 4 1.4 V I$ I I 1 F © DEEPENED FOOTING PER STRUCTURAL PLANS IN 1 I EX. SIDEWALK 63 } l 21 i 1 4 .1 TO REMAIN 11 3 1 69 GRAVITY WALL PER SDRSD C-09 & C-10 PER SHEET C15 44. F I % _ 1 244.73TG 1.0% ® GRIND & OVERLAY, MIN. 2' WIDTH i 1.6% �o-- of 245.20FF I I �/ 61 1 © BUILDING RETAINING WALL PER STRUCTURAL PLANS 4 245.18FS 244.37 PAD FS 4 ® CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 (2) 1 I I 44. F SD { 245_18FS "CURB OF I 1 F 45. MATCH EX I I I I FS VEHIC PERMEABLE PAVERS PER DETAIL '0' ON SHEET C9 I 1 v% RAISED PLA WALL ADJACENT TO BIOFILTRATION BASIN PER 61 44.741E 8 44: F STRUCTURAL PLA AIL '5' ON SHEET S-303 20.00 13.0� 28.91 I 2 ,6 I I 1 47. IF ® O SHEET ISEDP NTE 2 WALL NDSCAPE ARCHITECT PLAN DETAIL 'H' O�pFESS/qq,_ �■� �� qw up AN III i A I D S� GENERAL NOTES: N H SEE SHEET C6 s ® CURB OUTLET PER SDRSD D-25 0 ET C15, MODIFIED WITH �' a' C 75822 , 1. REFER TO STORM DRAIN PLAN 0 S EET C DUAL CHAMBERS AND LOCKING LID 2. ALL EXISTING SIGNAGE IN R.O.W. TO BE ECTED IN PLACE OR RELOCATED UNLESS OTHERWISE NOTED. 10' 0' 5' 10' 20' * EXP. 06-30-20 3. REMEDIAL GRADING IS TO BE COMP IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND SHALL INCLUDE AT A CIv1� MINIMUM REMOVING EXISTING FIL ERIALS BENEATH ALL STRUCTURES, PAVEMENTS, AND SITE IMPROVEMENTS AND TO F OF CAVF� REBUILDING THE NORTH AND HWEST SLOPES TO THE DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL REPORT. SCALE: 1" =10' CHANGE NO. ESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DEsi E6 DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTME DRAWING NO. 0 - - VOID THIS SHEET SIN 2 9 2021 ESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL RN R OF CONCRETE DROP INLET 9/2021 684 REQUEZA STREET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE gRYAN DSMITH UBLIC WORKS DATE: 7 311 ENCINITAS, CA 92024 088 IV W T FINTERSTATEHIGHWAY 5 AT TH. E NNING R.C.E. NO.: C 75822 JESS OWENS EDWARD J. WIMM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT T T INTO IPP MEMORIAL H P REVIEWS8si��,,pp /, Cltt INEE APN: 258-122-35-00 & 258-122-36-00 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 BRYAN D. SMITH 7� ✓ ' ELEVATION: 173.376 DATUM: NA CITY NEER DATE INSPECTOR EXP.: 06-30-2020 DATE � PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN SHEET 50 R0JECT5\307\016\PLANS\PRECISE GRADING\307-016-GP-05GP.DWG (07-03-19 7:45:19AM) Plotted by: Lfzette Sol°zor w w U) Q INI W a 10= °NARDO SHT C5 SHT C8� SHT C6 SHT C7 INDEX MAP NOT TO SCALE 1 1 1 1 V' ' - U 2.57 CONSTRUCTION NOTES: N ° 1 % 244.90 + = 10 1 .0% � 13 � .91TC 13 \245.28TC 79T ® ADA RAMP WITH HANDRAILS PER ARCHITECT PLANS g 243.92FS 14 44.41 FS \ 44. 8FS FS 245.1 0 F F ti= RIDGE 44.52TC Q �8y _ 243.82FS \ O7 FENCE PER LANDSCAPE ARCHITECT PLANS LTA 2+90 78 cl I 8 (0.1' DEPRESSI N) 23 244 .2 7 PA D o X. 24' �iL DW Y 82 8 THICKENED EDGE AT EDGE PER DETAIL 'P' ON SHEET C9 T 24 .30T tiI � � � 4 .02 245.08 m FS DG PAVEMENT W/ FLUSH MOW CURB PER LANDSCAPE ARCHITECT 24 .21 F � - ° 244. TC I 67 VI 9 _I 62 245.08TC 244.88 68 O PLAN ST 2+7 .67 24 .31 FS 62 244.58FS FIL �o I FS .0 v 10 6" CURB PER SDRSD G-1 PER SHEET C14 F) 1 p 2 92 44.34TC 2 2% 2 2% FS 245.05FS 245.08FS 245.08FS 45.08FS,F 245.08FS c� 244.34FS Im . 24 05 11 6" CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET C14 244.77 FS 244• p `. �' . - - 23. t!!245.08FS o 13 DEEPENED CURB PER DETAIL 'L' ON SHEET C9 62 4 .18TC 244.6 245) FS FL 7tj 245.Q (2 3.68FS I 2.0 44.60FS SD FS `D4; 14 CURB OPENING PER DETAIL 'M' ON SHEET C9 M EX. END `n D ° _ 741- SD _ _ SD SD _ _ _ SD _ SD O 244.72TW/TC _ 79 � _0% 68 245.08 145.0 $ `sD 'sD SD '�� g - - -- _ _ 16 MODIFIED BROW DITCH TYPE 'D' PER SDRSD D-75, MODIFIED TO 1.5' 2F 69 FS IFS �2 WIDE, MODIFIED SLOPE AND DEPTH PER PLAN W/ A SMOOTH TROWEL 244.5 1 1% SD SD SD SD D SD SD SD SD S 242.80TF� I---- FS4_9 FINISH ON SHEET C16 Y 24 .53FS 244.97FS 245.08 45.08FS 244.90RIM 21 OVERHANG 246.28TW o 246.28TW W ofC-A OTW 1.5% 61 ao (NP) 18 244.78FS �ll FS 18 SEAT WALL WITH RECTANGULAR DRAINAGE OPENINGS (8"W X 2"H), uJ pU 244.60FG-N J FS �j w 244.78FS 1.5%; 1.5% SPACED AT 5FT O.C. PER DETAIL U ON SHEET C10. SLOPE U ( 45.0±FG-S) y y w PAVEMENT ALONG FACE OF WALL AT 0.5% MIN/ 2% MAX TOWARDS �°� I 243.00TF 79 I 246. W 44.62FS 244.74FS 18 OPENINGS y y J. `V � J' W `I. y y 244.68TC BLDG o 2 4.83E 244,8 w y y y W y `V y y y y y y ~ - I 244. FS �0 SAWCUT LINE 244.68FS so COLUM 18 18 �U ° r, EX. SIDEWA y � � � y ��.28TWy FS� y H- "' TO REMAIN 244.90E (� 18 y y y 244'78FS Z) w 45) HP 1.1 % 245.00E 61 so 18 y y y 62t y G:B. y y y y y y y 243.95FG 21 PERMEABLE PAVERS PER DETAIL 'K' ON SHEET C9 �_ 245.60TW 244.521E 246.2 83 244.78FS Z� � � 245.00FG- � � 6' W y y y y 243.7�9FC'r y y 244.7 FS y y y' 87 246.28TW ZI j Q 245.60FG- 1.2% 2 FS y y y y y y 246.12 0.7 , y y �y y M `6� © PCC PAVING PER SHEET C4 LU 245. 0 AD �. �q Z LU Z_ LLI 243. 245 FG B I V I �% y y 244.83FS y \ �� SD 27 y y y y y y y y y y 27 y y y 83246.95TW 246.45 87 ® CURB, GUTTER 11 SHEET C 5SIDEWALK REMOVAL AND REPLACEMENT PER SDRSD FS ~ 69 - y y y ER = 6' - S F� y 7. 4� y y y y y 0 I \ 18 �� y y y_ y y y 246.95TW © BIOFILTRATION BASIN PER DETAIL 'T' ON SHEET C10 w N m 247.06F� 51 0 1.0% �A��A � 606 SF� p O uJ TA:2+32 07 o MATCH E GIN 9 1.1 % 244.83 y y y y y 245.08FS �� 24 83 © BIOFILTRATION BASIN PER DETAIL 'U' ON SHEET C10 H 11 z 61 18 246.12TW y y y y y y 246.95TW 246.45FG = 246.50 0 0 244. FS 1 g � LOB (24 .93T) -II � 246.00FG 63 246.12TW 244.74FS y y y ® MODIFIED CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED O0 �Z MAT 4%) I OTF WITH LOCKING LID LL BUILDING o 246.28FS 39 HEADWALL TYPE 'A' PER SDRSD D-30 ON SHEET C16 20 70 28 ' OVERHANG 1� 46.28TW 18 244.78FS U I� TYP N. 244.78FS 87 v, 24 ( )c� M� 51 TRANSFORMER PAD PER ELECTRICAL PLANS 23 21 244.97FS T °�� 1.2% TA: +24. 4 0 I 1.2% 61 SLOT DRAIN W/ 0.5% SLOPE & 0.5" MAX OPENINGS MODEL 7000 11 0 :1 AX 244.291E ,�, 87 246.95TW 247 51TC ° i - ' SD o 244.97FS 246.95TW o W SERIES OR APPROVED EQUAL. SEE SHEETS C5 & C6 FOR ELEVATIONS (24 .01 FIL a 2 4.97FS 244.221E �� I "I MATH EX LL 44.321E 97FS BUILDING I 244.81 FS I 244.98FS °' 244.OTG L Q 245.1 F I 244. 5FS 2 4 261E OVERHANG 8 BLDG I _ _ 21 _ W © TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. REP CE UR 24 .81 f�S I g (TYP) COLU _ o GUTTER A D D A MA H X. N _ _ IDGE _ _ _ _ _ _ _ _ _ _ _ _ (TYP.) U) 63 EARTHEN SWALE AT 1 % MIN SLOPE PER DETAIL 'J' ON SHEET C9 T EXT J01 P. I • SD o a ��++ // 245 61 - - - - W 65 ENERGY DISSIPATION, 2'X2' MIN ROUNDED WASHED COBBLE, 6" THICK o I. 245.05FS O 1 G, Ln 245. T8FS 24 �g N �y o 245.D5FS 23 F W © GATE PER LANDSCAPE ARCHITECT PLANS II I N 1.0% + f 4FS 2 5.12FS.245.14F p 68 DEEPENED FOOTING PER STRUCTURAL PLANS v I EX. SIDE ALK 63 SD 21 245A,2F 2 5.1 S ° TO REMAN I 23_ 69 GRAVITY WALL PER SDRSD C-09 & C-10 PER SHEET C15 244.99FS 0.8% I O 245.08FS _ I o 1.5% i �44.731G6% �' o 245 .2 F F GRIND & OVERLAY, MIN. 2' WIDTH a �i 0 b o I j 61 © BUILDING RETAINING WALL PER STRUCTURAL PLANS I I 245.13 245.18FS 244.37 PAD FS 4 6 CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND I I STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 (2S�i I 244.6FL SD 245.18FS 250.OFG 2 1 I 247.14FS O9 0" CURB �r- MATCH EX�. I II I. FS 72 ® VEHICULAR PERMEABLE PAVERS PER DETAIL '0' ON SHEET C9 I o I. �o�f ® RAISED PLANTER WALL ADJACENT TO BIOFILTRATION BASIN PER 6a' _ / 4.98FS 2 STRUCTURAL PLAN DETAIL '5' ON SHEET S-303 I g 61 44.�4 ES 8 I , I 20.00 13.0 = 28.91 2 .6 g , 247.22FS I RAISED PLANTER WALL PER LANDSCAPE ARCHITECT PLAN DETAIL H QROFESS/pN I I i � i � I cn � ON SHEET L-1.2 GENERAL NOTES: SEE SHEET C6 �� 88 CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH m = m DUAL CHAMBERS AND LOCKING LID 1. REFER TO STORM DRAIN PLAN ON SHEET C11 C 75822 2. ALL EXISTING SIGNAGE IN R.O.W. TO BE PROTECTED IN PLACE OR RELOCATED UNLESS OTHERWISE NOTED. 10' 0' 5' 10' 20' * EXP. 06-30-2 3 M NIMREMEDIAL REMOVING 1EX SOBE TING FILLL^ MATERIA S BENEATHACCORDANCE ALL SWITH TRUCTURES, PAVEMENTS, A DR SITEAND IMPROVEM NTS ANDT TO �qTF OF CA��F��\P REBUILDING THE NORTH AND NORTHWEST SLOPES TO THE DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL REPORT. SCALE: 1 " =10' NEW SHEET CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. L.S. Al NEW SHEET. AS -BUILT GRADING PLAN SET SRN 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET 01 /29/2021 12/17/2020 684 REQUEZA STREET 14088 - G LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE PUBLIC WORKS N-A ____ DATE: DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRYAN D. SMITH DATE _.-- 9.� oyv."a, ENCINITAS, CA 92024 PLANNING NA R.C.E. NO.: C 75822 JESSE OWENS ED ARD J. WIMMER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITA C5 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 Steve NO- ak, 21912021 REVIEWER JQO 2/11 CITY E G E APN: 258-122-35-00 & 258-122-36-00 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/61 BRYAN D. SMITH EXP.: 06-30-2020 DATE DATE� � bZ! PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN SHEET 5AOF 16 F:\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-05GP.DWG (12-17-20 10:58:27AM) Plotted by: Lizette Salazar SEE SHEET C5 F 7.r SHT C5T - SHT C I I v , , (24) 1 -1 245,10FF - 1.0 _ I O.DF---------- 77 �i MATCH EX I - 244.27 PAD ° I ___ � I � I �j . I " 4 F 8 `' 62.00 = I g I - • I , 244.741E 20.00 9 28.91 20;60 - 4 61 I 47. F 72 257.20FF , 45.1 J 4 .1 F ,�°, 245.01 F57 FS BUILDING 56.37 P 3 W . I I TA. O REMA N I 244.541E OVERHANG `� TYP ' 24 00 LL1?s 245.4 60TF AMPITH T R AN W I I _ Cn = QLV I I 6 60TF TAIR O5 PER ARCHITECT PLANS I BUILDING ' �--- ---� Z�r ZCI! �I I I = ?J� I ?46 248 48.607E �! I (OTMP�HANGfl -- - , HT C71 �++ Z 3 (,� - I 7) I 21 T T-- OW �O 25 19 F 250.96FS P.A. L - - - - = s NII T TO SCALE -� �=-W 0 I I I g 74FS 251.01F 4 S l 257. OF I I INDEX MAP W V ? 252 &. 8.2� a\ -----249 36 9 a\ 9 I �o QZ \\ I I I I I Lq 211 252 83 S -: 251.1 1. 4F 7 7% 249.44FS 1 49 45F SO e • SD - - - - - / CONSTRUCTION NOTES: W �I Q GH � I i I 250.1 OTF -4 -� 1A. � 5 .60TW 8 21 /o 254 '��3.5FL / ® ADA RAMP WITH HANDRAILS PER ARCHITECT PLANS ( _ 248.607E �5�3FG- >E �' _ �a 256.98 257.01 .7 /1, /� �W0� I I I T0 254 254 2 4.OFGN 71 252.3FG P� 248.457E v v r v/ FS FS FS F 8 O STAIRS WITH HANDRAILS PER ARCHITECT/LANDSCAPE ARCHITECT PLANS 119a �71 .TW 252.256.41 TW T 5 6.0 TRANSITIO \' 256.1 FG I I _ (� 25 8.1 TW O7 FENCE PER LANDSCAPE ARCHITECT PLANS 254.3FG \ o 0 0 0°0°0 0 o°o°Oo o°o°o°o° o° °o°o° MA 25 252.157E 256.2FG FS 62 4.0% oc000 000000 0 00 000 \ - - 252.157E 4 - - - - - -- .f� IT- 6.38 - �� '� 4• ° ® THICKENED EDGE AT EDGE PER DETAIL 'P' ON SHEET C9 FS FS 3.1 FS 254.91 FS 4 •7 79 T 79 7 7 m 254.8 FS m 2X 253.18 to c� 253.20 8.2% °� 8 - 256.94TC 56.7 fS I 256.7 S O9 DG PAVEMENT W/ FLUSH MOW CURB PER LANDSCAPE ARCHITECT PLAN 4. F c� 254.98E - �, FS sa ° 256.44FS BEGIN 3 25,0�c_, A 4.80% pTytr - - - - _ - GB 10 6" CURB PER SDRSD G-1 PER SHEET C14 \ W I ( 254. 5. 255.7 -4.0% 4.38X 2 FS 19 257. 19 57. 5 cl�ter- FS 6 52 62 252.1 256.4 FS. 2c6.6 FS /. 10 57 11 21 \:` 252.6 TF 2�3.6 TF i,/ (nP) �I 0 6" CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET C14 256. 9 0.453 1 / 256.82TC ✓K I I I 5.6 \\ FS 6 79 _ 10 - - -- T __ 256,31FS 256.32E - - - -- 1© 3' WIDE VALLEY GUTTER PER DETAIL 'N' ON SHEET C9 (2551 �I 19 G G I CONCRETE DRIVEWAY PER SDRSD G-14A ON SHEET C15 I- 125.55FS)_/ - 000 79 - - - -- �� - - -2$6 __ __- _ - SITE RETAINING WALL PER STRUCTURAL PLAN - DETAIL 11 ON SHEET - - _ 19 MATCH EX. o p00 31 0 �� \ h IM S-342 V LJI I N o�cG 256.58FS ® SAWCUT LINE ± �I 00° 256.1 OTC 255.29TG 1 F / Q Z 0+93. I 256.44FS I 1 00 5 F LP 12 6. F / 21 PERMEABLE PAVERS PER DETAIL 'K' ON SHEET C9 w Q 256.32TC MATCH EX. 0 57 255.60FL w l �255.82FL3 GB I _ _ - 0 - - _ - - - - - 29' - (�'P•) 22 AC PAVEMENT PER SHEET C4 I MATCH EX. ! 14' a o 79 11 - _ - _ -__-- 1 FS 0 on T �� /�� ® PCC PAVING PER SHEET C4 �' � � 256.80FS o°0°0° 2Q0 255.75FL 255.73FS � � 256.39FS 86 � aC, 256.25TC 57 62 79 \ B ! / PRINSCO HP DETENTION STORAGE PIPE. INSTALL PER SHEET C11 AND � o 0 0 - �- / O \ 00 5 .7 j MANUFACTURER SPECIFICATIONS. BURRITO WRAP CLASS 1 TRENCH 257.20TC 47 E N 2�5,7 F oA• (TYR BACKFILL WITH AASHTO M288 CLASS 2 NON -WOVEN FILTER FABRIC PER 6.46FS (256.70FL) 57.31 FS 35TC 10 MANUFACTURER DETAILS. MAINTAIN MIN. TEMP. COVER PER MANUFACTURER 7.11' Q% 6 256.54T 41T 256.46TC C g REQUIREMENTS DURING CONSTRUCTION MATCH EX. MATCH EX. �l.Yj 5.85FL _ GB -��'�q 255.85FS 25 4F 25 91 FS 255.99F 5.78 S 2 .1 "kZ 256.97FL 11 10 ` ^ 56.25 �� / 256.42FS U ® HANDRAIL PER ARCHITECT DETAILS 2 7. F I 86 \ RIM G.B. 11 P.A. 256.78TC � ® TRUNCATED DOMES PER LANDSCAPE ARCHITECT DETAILS MATCH EX. 70 20 jr' 258.02FS \ P.A. 10 T 256.28FS CURB RAMP PER SDRSD G-27 ON SHEET C14. YELLOW TRUNCATED 258.38TC 0 256.55TC ' / z 256.05FL 256.76TC T 256.52TC 10 1T 255.82FS 10 56. 5 .70TC 10 T 10 W ® DOMES PER SDRSD G-30 257.88F8L6 CROP, 58.12TC IT 2S8 257 10 256.26F 256.18FS 256.02FS 256.11FS 255.98E 6.20FS 256.32FS W CURB RAMP PER SDRSD G-28 ON SHEET C14. YELLOW TRUNCATED 257.62.FL •� \ ® DOMES PER SDRSD G-30 FS F 2 8.45FS 257.38 257.03TC '\� 258.27 F 256.53FS 10 /256.60FS ® STRIPING PER ARCHITECT PLANS FSvi .00 00 a 5 F I � 257.17TC / 61 SLOT DRAIN W/ 0.5% SLOPE & 0.5" MAX OPENINGS MODEL 7000 SERIES 258.6 FS 256.67FS 12 OR APPROVED EQUAL. SEE SHEETS C5 & C6 FOR ELEVATIONS 4 2 FS w © TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. FS 2L7. MA 5 257.9 FS CHEX. 258.9757. 6TC 2FS FL 0 E %� 10 256.54FS 256.24FS 6.4 F F U © GATE PER LANDSCAPE ARCHITECT PLANS MATCH _,EX+ 258.3 a 256.76FS / FS FL GRIND &OVERLAY, MIN. 2' WIDTH 0 258.58 Lt o 258 8 .51TC I 00I 22 � % O PLANTER WALL PER LANDSCAPE ARCHITECT PLAN AND STRUCTURAL PLAN \`� 7 DETAIL 4 SHEET S-342 r 2 8.35FL , FS S � $ 0 I I 57 �k/ 5 .97FS �+ 7 8 c� © BUILDING RETAINING WALL PER STRUCTURAL PLANS MATCH EX. I, 11 259.2 .3 TC 257 (TYP.) o \ j \ 258.86TC I FS 1 �0 9.67% 1.8 67 257.82FS o I 1/ o CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND STRUCTURAL 258.36FL �� L ® PLAN DETAIL 5 ON SHEET S-303 ° MATCH EX. 20 70 258.04TC / cli 10 257.54F 0" CURB CL 34.5' DRWY 6 RETAINING WALL FLUME PER SDRSD C-14 ON SHEET C15 MODIFIED AS 259.59TC I _ T / NOTED. /259.51 FL 2.4% I 10 _ S so 5 6TC I - ;� - � s-; - s� -- --- I � I "`� -- ° 257. FS 2 7.0 G 56.99FS 56.99 ® SIDEWALK PER SDRSD G-07 61.48TC 7 T 258. T 7. T 57.60TC 257.60TC TA: 0+0 .9 � 1 TC EX. SURVEY � I -_-_ _ 257. S 257. FS 257.32 257.2 257. F 57.10FS 57.10FS 257.4 GcA►nAreurl��. C�IIwAUC YetC C/IE.TR^A.CS ST��D^R� 260.98FS 258.1 FS 256.99 20 70 GB 258.01 10 PtAN AZtiF, y6c�i THERMo t•t�1rn c, PROTECT MONUMENT T6 REMAIN, I 9 67X 2S8 257 77 257.53F 257.41 GB 10 257.10T PROTt_CT IN PLACE I STA: 0+09.91 61 4 �s 261.17TC I FS NAROO (260.67FL) END OAD ' o PROPOSED IMPROVEMENT BY OTHERS SHOWN FOR REFERENCE ONLY � I CHANGE NO. RIPTION Ai VOID THIS SHEET 76 1,22X GB 261.62TC _ 258.39TC i 76 7. 7T 257 t5UI - --- _ 26�12F - - - - -- 265.61 TW _ . 261.26FL - ao-------- m ; 4 7�''' _ _ eo - GENERAL N 258�30TF _ 257•B 'iF -_-_ 260.67FL 25� 96 t -- - - (260) IN PLAN ON SHEET C11 pFESS/0 -- �; - 257.637E 266 _�- - 25G2f --- 12. ALL EXISTING SIG' NA R.O.W. TO BE PROTECTED IN PLACE OR p �q� - - r' r ) _ _ �� 256:�J6T �`-- - ----- 3 RELOCATED UNLESS OT SE NOTED. �� P� S� F - - - - - REMEDIAL GRADING IS TO OMPLETED IN ACCORDANCE WITH , J ^ _ _ _ - - - ' - - - - - - THE GEOTECHNICAL REPORT A HALL INCLUDE AT A MINIMUM w m:lz x- \\ REMOVING EXISTING FILL MATERIAL NEATH ALL STRUCTURES, � --------------------- C 75822 PAVEMENTS, AND SITE IMPROVEMENT TO REBUILDING THE 11 10 0 5 10 2 EXP. 06-30-20 x _ i NORTH AND NORTHWEST SLOPES TO TH THS AND LIMITS rj �Q II DESCRIBED IN THE GEOTECHNICAL REPORT. qj crvi� P A,�` OF CA��FC �j SCALE: 1 " =10' APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGN Y: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPART DRAWING NO. S2N 2 9 2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST I E PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL -1 107\016\PLANS\PRECISE GRADING\307-016-GP-06GP.DWG (07-03-19 7:47:33AM) Plotted by: Lizette Solozor OF CONCRETE DROP INLET /2021 LOCATED AT THE NORTH SIDE OF SANTA FE PUB KS DATE: 7 3 19 4088 684 REQUE2:A STREET ST OF INTERSTATE HIGHWAY 5 Al THE BRYAN D. SMITH D NNING ENCINITAS, CA 92024 'T T I R.C.E. NO.: C 75822 JE E OWENS EDWARD J. AM. SAN DIEGUITO UNION HIGH SCHOOL DISTRICT FROM: POINT NUMBER 1048 PER ROS 18416 REVIEW 7/8 /(9 CITY NEE APN: 258 122-35-00 &258 122-36-00 J: 173.376 DATUM: NAVD88 CITY R DATE INSPECTOR BRYAN D. SMITH EXP.: 06-30-2020 DAB f PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN SHEET 6 6 SEE SHEET C5 - SHT C5 SHT C8Li I , o --- 244.6FL 245. f I IPF_ 21 �a { 248.144TW 25tJ.OFG I 244.27PAD ° 6' , I 1 244.20TF 0 I 1 MATH EX. I :1 I 245.05 245.11 1 ° � I I 8 �4, FS FS 248.14TW 245.08FS I 20.00' 13.0 ' 28.91' I 20.60' 244.741E 61 �247 22FS 249.10TW 24 I p \ I 5.10 J 245.1 OFS 245.10 b� 245.01 FS FS 5 6 3 • }� \----------- - - FS I BUILDING 7PA 1 LU EX. SIDEWALK \ S 244.60TG 244.90FG 244.541E o OVERHANG JA 1 .J = TO REMAIN o - s 245.14 245. 4 a (TYP) 257.18FS - �Q�� ` - 244_8FG 45- - 249.1 OTW FS FS I I 9 1 = Qw 246 246 S 244.10TF AMPITHEATESTAIRS ARC ITECT-PLAAND WALLS .PER o I BUILDING H Z o o 2A N I OVERHANG / a I 1 _ZjN = 2S2 8 248 245.60TF ao (TYp) SHT C 7 Z. U I 252.78FS o I 21 =- a s iLj / ■ mp 252.46TW P.A.------------------ � ---- otS 0 250 19 254. 4TW 251.01FS - - -�� r- 256.78 252.74FS 247.20TF 247.20TF 4 250.8 TW S / j I INDEX MAP T- 248.45TF I 257.13 NOT TO SCALE V 36F 249. g I F / 9 I C Q 0 2S2 252 256.85TW ,b`°, 252.85FS� 47 20T 249.95TF 252.83FS 251.1 7.7% Lq 2 S� FS oD �� CONSTRUCTION NOTES: W m I GB 249.45FS 254- 250.95TF 4 - D 2 / 8 21 I / I ® ADA RAMP WITH HANDRAILS PER ARCHITECT PLANS I 254 249.95TF FG 71 252.60TW 2 8.45 F "' So c>' 256.98 257.01 256.78Z8 S _ G� W yJ O 254 255.89TW V V�/ v O 248.45TF 252.3FG P.A. FS FS FS /FLUSH / O5 STAIRS WITH HANDRAILS PER ARCHITECT/LANDSCAPE ARCHITECT PLANS 250.45TF 256.70 o °� 252.20T 256.41TW 252.00TG 6;0 TRANSITION I \ 1 254.2�F 255 255 257.1 OTW 254.62TW 256.1 FG 258.15TW 5 256.99 62 4.0% o 0 0 0 0 0 0 0 0 001 O7 FENCE PER LANDSCAPE ARCHITECT PLANS MATCH X. 251.95TF 254.3FG 256.2FG I 4 �° °00000000 000000 0 00 000 251_95TF S?: 256.38 256.28 6.69 - - - - - - - - - - 4 3% 53 ® THICKENED EDGE AT EDGE PER DETAIL P ON SHEET C9 FS FS FS 1 S 4 256.7 7g 79 m 7 7 253.18 �253.21 254.8 FS m m 8 % m 6.88 256 7 �25Q . OTC g DG PAVEMENT W FLUSH MOW CURB PER LANDSCAPE ARCHITECT PLAN S f� 4.93FS c� 254:98FS sa S 23 256.44FS 256.7 S O / o BEGIN 255.08TC = 4.80 - - - - - - - - - - - - 26 256 / 0� GB w 10 6" CURB PER SDRSD G-1 PER SHEET C14 (254.58 L) 55.59 255.76 S 50% 38% 256 60FS 23 19 257. " 19 0 r 52 62 256.4 FS 256. 9FS 67 251 95TF. 251.9 TF 251. 5TF 10 57 0 - 11 6" CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET C14 W 21 I (TYP.) I..L o 0 0°0 ° 0.45% 5% 256.81 TC 256.82TC L.L 9 00°o Fi.60TC 256.35TC 256.59TC 256.32FS � 12 3 WIDE VALLEY GUTTER PER DETAIL N ON SHEET C9 I /VI I FS o 0 0 0 25 10 10 256.31 FS ' 5619 C O - - - - (25I5I� �`A o°00 6.19 62 79 G G� 1� CONCRETE DRIVEWAY PER SDRSD G-14A ON SHEET C15 ll o 0 0 - - /- - - I SITE RETAINING WALL PER STRUCTURAL PLAN -DETAIL 11 ON SHEET O 5 000 79 2 000 31 b� � s6 - 19 O H I IM o 0 00 ° 53 rytr`a 255.9 RIM a, =25658FS S-342 04 SAWCUT LINE � �T I 000 ° 255.29TG / r 0+93. 9 256.44FS 7 ° ° ° 256.1 OTC 9� 55.81 FL I Q z I oo h 255.50FL 12 LP / 12 256.23FS / 21 PERMEABLE PAVERS PER DETAIL K ON SHEET C9 w a I (256.3 TC) MATCH EXP. �� 57 255.60FL w (255.82FL) 000 (TYP.) GB _ _ _ _ . 0.8_0% _ _ _ _ _ _ _ � I CH EX. 14 000 11 �� 1'23% 22 AC PAVEMENT PER SHEET C4 - � 256.51 FS 0 w ~ I o00 256.25TC 256.23TC j © PCC PAVING PER SHEET C4 m 256.80FS 0 0 0 20 255.75FL 255.73FS �� 256.39FS 0 86 000 2�6.�1T ,62 79 g PRINSCO HP DETENTION STORAGE PIPE. INSTALL PER SHEET C11 AND *_ I 000 256.25TC i i 57 31 MANUFACTURER SPECIFICATIONS. BURRITO WRAP CLASS 1 TRENCH STA:0 0T .47 0 P E N � o Q� 2�5 ° (TYP. BACKFILL WITH AASHTO M288 CLASS 2 NON -WOVEN FILTER FABRIC PER 257.20T� 257.31 FS I i �o� MANUFACTURER DETAILS. MAINTAIN MIN. TEMP. COVER PER MANUFACTURER 256.46FS (256.70FL) 256.35TC 10 REQUIREMENTS DURING CONSTRUCTION AT EX MATCH E X. .11, \200QTr'y 255.85FL Q� 256.35 256.54TC 56.41 TC 256.46 ri 256.28TC 256.44TC 56.66TC 7 GB \� GB �, 255.85FS 256 4FS 255.91 FS 255.99FS 255.78FS 255.9 S 256.16FS R09 (, 5 HANDRAIL PER ARCHITECT DETAILS 256^� 256.25 �h� / 256.42FS v 57.82FS I 86 \ RIM G.B. 5 TRUNCATED DOMES PER LANDSCAPE ARCHITECT DETAILS MATCH EX. M 20 m N11 P.A. P A 10 256.32TC 256.78TC 70 ' 0 258.02FS 256.55TC256.28FS CURB RAMP PER SDRSD G-27 ON SHEET C14. YELLOW TRUNCATED 257.38FL 20 Q: 256.05FL 256.76TC 256.68TC 256.52TC 10 256.61TC 255.82FS 10 256.48TC 256.70TC 10 256.82TC / 10 W 55 DOMES PER SDRSD G-30 58 :12TC ' I 86 h 258.51 F 2S8 257 88 10 ��° 256.26E 256.18FS 256.02FS 256.11 FS 255.98E 256.20FS 256.32FS W 56 CURB RAMP PER SDRSD G 28 ON SHEET C14. YELLOW TRUNCATED 258. 11 257,62.FL / 0 FS 258.1'6F 258.45FS � 257.38E 257.03TC � DOMES PER SDRSD G-30 258 258.0 FL 256.60FS 5 STRIPING PER ARCHITECT PLANS 57.80 L 258.55FS �B 256.53FS 10 ^ 0 4.00' 0 0 0 25 8FS I 257.17TC 256.40FS / �� 12 V, 61 SLOT DRAIN W/ 0.5% SLOPE & 0.5" MAX OPENINGS MODEL 7000 SERIES 258. FS 256.67FS 1 1 OR APPROVED EQUAL. SEE SHEETS C5 & C6 FOR ELEVATIONS 56 256.53FS LJJ / _ _ .......... w © TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. 258.34 257. 8 258.1 2FS 258.09 25 . TC ��° 10 256.54FS 256.24FS FS 8 FL MATCH FX+ MAT FL 258.97E 0� 257.26TC / 256.48FS 256.00FL © GATE PER LANDSCAPE ARCHITECT PLANS FS 2 8.3 0 256.76FS FL 2S o�\°/ OO GRIND & OVERLAY, MIN. 2' WIDTH 86 258.58 C ° 588 m 22 j 258.08 L 8 3 L FS 51TC 6;I PLANTER WALL PER LANDSCAPE ARCHITECT PLAN AND STRUCTURAL PLAN 20 70 FS 7 ��s 71 5 .97FS � 257.88TC � �° DETAIL 4 SHEET S-342 258.32TC 257.38FS (TYP.) "'� o�'© BUILDING RETAINING WALL PER STRUCTURAL PLANS M CH E 11 I 259 2 t� m I FS 257.82FS GB ° 258• ) 9'�7% 1.8% 67 o © CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND STRUCTURAL ono o° (258 36�) 20 70 J � � 257.95TC 'n PLAN DETAIL 5 ON SHEET S-303 °° MATC X. 257.54E 10 258.31T MO EXPOSED 10,°1° O9 0" CURB 17 S :0 31 257.89FS CUR HEIGHT TO / N. C 58.22TC HEIGH S SHOWN 258.98TC 7.71TC 57.50TC 257.52TC 25 52TC 80 RETAINING WALL FLUME PER SDRSD C-14 ON SHEET C15 MODIFIED AS 2 .59TC c� ° 257.20TG 01 7.80FS PER EL ATIONS 257.56FS 2 29FS 2 7.08FS 257.10FS 257. FS < NOTED. 51 FL 2 4% SD SD SD SI; S - SD D SD SI> SD SD 57.41TC 7.41TC 86 SIDEWALK PER SDRSD G-07 �26 I 10 258. TC 258.4 C 258.07TC 257.7 C 257.1 OFS 257.41 TC 0 258.01 258.19T 57.65FS 10 257.32 Gg 6.99FS 256.99 25 .99FS I STA: 0+0 . 261.48TC 264.27TW 258.1 S 257.77FS 25 5TC TC 20 70 260.98FS G 266.28TW GB o 35 FS 257. C i 257 50F 10 257 1 TC 257 52FS MON RE AIN, - 9.67 265.E / / / / 7.41 257. 9 /GB P IN CE I STA: �0+0 .9� 261 04 76 257.63TF / / / / / 261.1 / 1 FS 2S8 % , 2 .1 (269.67FI�) - 261.62TC : - - O ENDI 261. 2FS � 80 -� ,... ... � 76 80 80 1 _ x F4 7TW �261.2 m v 60 2 25 (260) 1. GENERAL TONSTTO STORM RAIN PLAN ON SHEET C11 ROFESS/0 o I I 2 94TF 96 2. ALL EXISTING SIGNAGE IN R.O.W. TO BE PROTECTED IN PLACE OR ape D Nq�� o ° RELOCATED UNLESS OTHERWISE NOTED. �� \A S 2 *+ _ _- _- _- _- 6 6 _ _ _ _ _ 13. REMEDIAL GRADING IS TO BE COMPLETED IN ACCORDANCE WITH A� IPROPOSED IMPROVEMENT x ' - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - THE GEOTECHNICAL REPORT AND SHALL INCLUDE AT A MINIMUM c� m = m BY OTHERS I \ �\ - - - - - - - - - - - - - - - - - - - _ REMOVING EXISTING FILL MATERIALS BENEATH ALL STRUCTURES, c 75a22 SHOWN FOR ' \\ - - - - - - - PAVEMENTS, AND SITE IMPROVEMENTS AND TO REBUILDING THE �t w �, II 10 0 5 10 20 EXP. 06-30-2 \\ C10- NORTH AND NORTHWEST SLOPES TO THE DEPTHS AND LIMITS s �P REFERENCE ONLY I ❑ _NEWSREET DESCRIBED IN THE GEOTECHNICAL REPORT. T9TF OF CA��F�� I J SCALE: I" =10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. L.S. 1 NEW SHEET. AS -BUILT GRADING PLAN SET SRN 2/9/2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET 01 /29/2021 14088 - G LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE PUBLIC WORKS NA ---_ DATE: 12/17/2020 684 RNITAS, STREET DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRY N D. SMITH DATE ENCINITAS, CA92024 PLANNING N f} NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITA rrrr R.C.E. NO.: C 75822 JESSE OWENS ED ARD J. WIMMER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT C6 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 Ste'Ve NcAyak 21912021 REVIEWER JQO 2/61 CITY E N R APN: 258-122-35-00 & 258-122-36-00 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR ICIC Z/Gj BRYAN D. SMITH EXP.: 06-30-2020 DATE DAZf''� Oz� PLANNING CASE NO: 18-1 17 ADR PMW CDP GRADING PLAN SHEET 6A OF 16 co co w cn R0JECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-06GP.DWG (12-17-20 8:40:36AM) Plotted by: Lizette Salazar SEE SHEET C8 m� - _--,� _ i i , ,�✓ / / , SHT HT C8 - - 257.18FS �I -244.00' I \ \ i �~ i I / - \ \. 25 44. T - 257.06FS F I I 7 \ y - - ► _ \ 243.44801T 251.3 24 .9 T C9 FG /245.50FG / 1 72 14 84 25 11 I \\ `�\i\ 39 - i i i • /r /l / 7 �/ 21 I 8 I rn 23 \ 1 (6 / �! 57. 7.2 7.2 ,� ,D FS 9 5 0 1 453 252 , . 0 256.95 SD -{ FF BUILDING I I � 254.03 FG 7 I .� ?�'�, �ow T +,. -� - - - - - - - - J 23 256.37 PAD OVERHANG �55.79 9 .86T 21 (TYP) S FSG'- °. /� : _�� 255.87FS 257.2OFS 68 257.20F I 84 4.70TC I T g 256.39 256.29FS _ I I SHT SHT 7 - OFS _B 5_S° 0000000000000 000 L- - - - - - - ___- _ .77 55.66 INDEX MAP 000000000000 5%64 FS 00000000Co0o0 FC 0o0r ?3� r 1• -1w _ 7 1.38X --_ - 1. OX 256.7 79 2 6. FS 79 6. 79 1 T 10 7 -~ 256.7 v I 256.70T 9 255.71 FS 25 � - � 255.19FS 25 .37TC 4.1 F 254.00FS 6 77 CONSTRUCTION NOTES: BEGIN � I 256.70FS sD -- - sL� - D sD �' 254.87FS GB 3 w 255.07FS I © TRASH ENCLOSURE PER ARCHITECT PLANS. DRAIN TO SANITARY 7 4 SEWER PER SHEET C11 (TYP.)�I 57 (TYP.) 10TYP.) ! TG4 -- 54,09FS F54 59 I O7 FENCE PER LANDSCAPE ARCHITECT PLANS 54.90RIMO � 3 � I N. I 2 8F F I ® THICKENED EDGE AT EDGE PER DETAIL 'P' ON SHEET C9 - - - - - - - - --- - - FLUSH MOW CURB PER LANDSCAPE C 1 DG PAVEMENT W/ 2 .92FS I I i, O ARCHITECT PLAN 253.99FS I 4. 10 6" CURB PER SDRSD G-1 PER SHEET C14 / 256.42FS 50.5 T C1 (TYP.) =� // Q I I I 11 4 CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET / 254.50FS 254.50FS 0 I 254.00FS I 1 1� 3' WIDE VALLEY GUTTER PER DETAIL 'N' ON SHEET C9 57 i 1 I I 1 1� DEEPENED CURB PER DETAIL 'L' ON SHEET C9 / (TYP.) 12 4.4 22 N 5FS 10 253.94FS 14 CURB OPENING PER DETAIL 'M' ON SHEET C9 _ I N , 10 I_ 4 I I ©1 PERMEABLE PAVERS PER DETAIL 'K' ON SHEET C9 T 10 TC 6' 17T 10 10 55.25TC 10 2 FS N 56 63 C 255.67FS 1 T T 55.08TC H % 256.41 FS 256.13FS (Np') 55.98FS (� 255.51 FS 255.22FS (TMP') 254.75FS (np� 254.58FS I ' ® AC PAVEMENT PER SHEET C4 5 92TC 1__� 1 253.90FS \ ® PCC PAVING PER SHEET C4 9T 1 T 6 T 5 40FS 4 81TC 5 ' BIOFILTRATION BASIN PER DETAIL 'S' ON SHEET C10 256.09FS 255.63FS 25 8FS 1T 2 FS I 2 5 N 5.07 254.71 FS 5 T 56• 255.94 255.47E 2547T 5 3TC FS 254• FS } I ® BIOFILTRATION BASIN PER DETAIL 'T' ON SHEET C10 . 54• 1 I 4 PRINSCO HP DETENTION STORAGE PIPE. INSTALL PER SHEET U 253.85FS C11 AND MANUFACTURER SPECIFICATIONS. BURRITO WRAP CLASS 1 TRENCH BACKFILL WITH AASHTO M288 CLASS 2 1 4 253.65E I 3.85E I _ NON -WOVEN FILTER FABRIC PER MANUFACTURER DETAILS. 1.6% 253.53FL 13 / �54 \1 3 ILn MAINTAIN MIN. TEMP. REQUIREMENTS DURING OCONSTRUC COVER PER NSTRUCTION W I _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ - - - _ _ - - - - - - - - - - , I 6. FS I �9 HEADWALL TYPE 'A' PER SDRSD D-30 ON SHEET C16 W 254.00TC � I !I o I 256.00FL 255.24FL 12 12 253.50FL j ,p , I ® TRUNCATED DOMES PER LANDSCAPE ARCHITECT DETAILS 96T / I I 14 253.46FL P ® CONCRETE STEPOFF PER LANDSCAPE ARCHITECT DETAILS W � i � i0000 `4 STRIPING PER ARCHITECT PLANS 22 11 13 i jj i 1 4.1 T wW i i V K M 53.65FL / i i ii I I © TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. ") - N 65 / " -WIDTH IRMING W i, CURB RAMP ENERGY DISSIPATION, 2'X2' MIN ROUNDED WASHED COBBLE, 6" 25 74FL i i i . I THICK - � j .-- F -- 4. F \\\ i i .8 T2i� +i I j I © GATE PER LANDSCAPE ARCHITECT PLANS 255. TC 255. 255.80 \ \ I I,. 256.99 T 257.1 TS 7.11 6.73 6 255.4 S 55.10F 55.1 11 13 i I I © DEEPENED FOOTING PER STRUCTURAL PLANS 2 256.99FS GB 256.61 F 256.23FS 255.87 56. 254.68E I I \ \ 56.7 1055.6 4. I FS�� BUILDING RETAINING WALL PER STRUCTURAL PLANS 257.3 256.98 256. 9 .90E 2550 1 2 .13 25 254.36 \ i i i I G 1 256.86 - 256.48 10 -� 254.74 \ \ -- -- /1 I 7 i } © STORM DRAIN CLEANOUT TYPE A6 PER SDRSD D-9 ON SHEET - 1.97% I 7.17T BE IN - 5 - . I CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 a _ - _ �- - - - 60 - I O9 0" CURB 258.97FL _ 725 262 3 .67E 6.59TW _ 80 2 0. TW VT N76256.967E m 256. F 254.957E 254.287E 253' RETAINING WALL FLUME PER SDRSD C-14 ON SHEET C15 -256:29TF TF _--- 5TF GB `._253.61TF GB FL 251.60 MODIFIED AS NOTED. - -- 254.28TF 3.6TTF END - - -- 251.607E ``�-� _ -- �`�•\ { � ® CONCRETE PAD FOR MECHANICAL EQUIPMENT - - I -- \ \ \\� \\ I \ GEN oRM NOTES: OEFOR REFERENCE ONLY. REFER TO OFESSi API\I-jj r��J_/I_Jf��\`ISTORM DRA NON SHEET C11oR Oiy(�1 1 \ \` �� J 2. REMEDIAL GRA IS TO BE COMPLETED IN ACCORDANCE F. C\ p . S, F �/ :J �J \ \ WITH THE GEOTEC L REPORT AND SHALL INCLUDE AT A 17" I \ MINIMUM REMOVING E G FILL MATERIALS BENEATH ALL m = m 10• 0' S• 10� 20' STRUCTURES, PAVEMENTS, SITE IMPROVEMENTS AND T � C 75822 REBUILDING THE NORTH AND HWEST SLOPES TO THE EXP. 06-30-20 DEPTHS AND LIMITS DESCRIBED I GEOTECHNICAL sTgT CIVIC SCALE: 1" =10' REPORT. F OF CA��F� CHANGE NO. CRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGN Y: I DRAWN Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPART T DRAWING NO. VOID THIS SHEET SIN 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP IN - LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE 01 /29/2021 PUBLIC WORKS NA ---- DATE: 7. 3 • I9 68a RNITAS, STREET 14088 - BR N . SMITH DATE J ENCINITAS, CA 92024 DRIVEWEST OF INTERSTATE HIGHWAY 5 AT THEPLANNING NA ---- SAN DIEGUITO UNION HIGH SCHOOL DISTRICT NORTHEAST RN INTOPP H I R.C.E. NO.: C 75822 JESS OwENS EDwARD J. wIM 7 - St-ove, Nma k� 2/9/2021 REVIEWER JQO 2/RDATE Cm ENGINE APN: 258-122-35-00 8 258-122-36-00 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 BRYAN D. SMITH 7/811°k ELEVATION: 173-376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/q EXP.: 06-30-2020 PLANNING CASE N0: 18-117 ADR PMW CDP GRADING PLAN SHEET 16 6\PLANS\PRECISE GRADING\307-016-GP-07GP.DwG (07-03-19 7:49:21AM) Plotted by: Uzette Soloz°r SEESHFETC8 �� _____ � � � � � � � � � � 47.� � � � � � � � � � � /� � � � .. r SHT C5 SHT C8 257.18FS 257.18FS II FG 24.00 \ \ yR�A I / /'� / / / I 7 48 \ \ y W 25 44.23TOP W w - l�c,Zi 257.18FS 257.0 F \ \ W W y243.44130Tf / / / ' yl 251.4 251.3 249.99TC C9 7�_� I FG FG C�iV� / N I 257.18 SD - - w � Ji U / I 72 84 250 11 N \ \\� 39 y �/ / 7 I t I ° I 251.9 251.70FG � 8 ru Sri / :. 0� FS7�3 56.38TG 2 .59 257 .20 F F I 84 c6 ¢ 17 a 252 I I 11 1 0 2 .95 SD I � 1 2 N a 253.1 OFG p 7 I ° s - � 256.37 PAD BUILDING 8 FG 254.03 23 OVERHANG 155.79 255 73 I 253.86TC 67 -10 68 257.20FS (TYP) 68 IS FS 25 �� I 2�6 / 4 R RDO 257.20FS 257.20FS 257.20FS I 84 4.70TC 25 .52FC 2S I - - - 1yi8% g 256.39FS 255.87FS 256.29FS 255.86FS / HT SHT C7 53 S SD . - OFS B 0000000 0000 0000000 00.0 - - - - - 23 - - - - - - - - - - - - - J55.77. 255.66 000000 000000 0000000000 53 o°oab° 0% 64 23 INDEX MAP 0000 000000000000000 000 - s 1" -100 a � FS , 2 .70TC 1.38% 1.38% ° 1. 0% ° S� / - 79 256.3 S 79 256.21 TC 10 255.69TC 254.50TC 256.7 79 2 6. FS 5.79T 255.78TC 256.7 25 9F 255.71 FS 25 8FS 255.19FS 254.00FS 25 TC 254.15FS CONSTRUCTION NOTES: 256.70TC SD SD D SD So �' SD D 87FS GB 23 BEGIN � I 256.70FS 256.2 IM 255.57TC TRASH ENCLOSURE PER ARCHITECT PLANS. DRAIN TO SANITARY 57 0 - - - - - - - - - - - - 57 (TYP.) - - - - - - - - - - GB5.07FS 254 0 4.59TC 254.59 I 7 12 4 3 F © SEWER PER SHEET C11 ) (TYP.) � 57 (TYP.) FS TG O7 FENCE PER LANDSCAPE ARCHITECT PLANS 11 0 254.90RIM 73 25 8 C 254• I ® THICKENED EDGE AT EDGE PER DETAIL 'P' ON SHEET C9 SD SD 4.42 C I I 9 DG PAVEMENT W/ FLUSH MOW CURB PER LANDSCAPE 31 1 2 92FS I O ARCHITECT PLAN / 256.58FS �h 254.491 253.99FS I I �4. T 10 6" CURB PER SDRSD G-1 PER SHEET C14 57 / 256.42FS u? (TYP.)I 4 F (, 11 C14 CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET / 255.05TC 255.00TC \ I 254.55FS 254.50FS 1 254.00FS N I C9 12 3' WIDE VALLEY GUTTER PER DETAIL 'N' ON SHEET C9 57 245E / (TYP.) .11TC 12 2' 254.44TC 13 DEEPENED CURB PER DETAIL 'L' ON SHEET C9 22 54.61 FS h 10 253.94FS �v 5FS I1 Ln 14 CURB OPENING PER DETAIL 'M' ON SHEET C9 o>� 21 PERMEABLE PAVERS PER DETAIL K ON SHEET C9 10 10 I 254 9TC ~ ' 256.17TC 10 10 55.25TC 10 253. 9FS 256.63TC (10 ) 5.48TC 255.67FS 256.01TC 255.72TC ) TYP.) 255.08TC N I 15 5 G © AC PAVEMENT PER SHEET C4 /256.13FS �P' 255.98FS (TYP.) 255.51 FS 255.22FS (TYP. 254.75FS 254.58FS � 54.40TC � I 256.41 FS ° 254.90 C PCC PAVING PER SHEET C4 2C 255.68TC I \ 255.57T 255.21TC 25481TC 56.59TC 256.13T254.40FS 25 35TC �5 BIOFILTRATION BASIN PER DETAIL 'S' ON SHEET C10 256.09FS 255.63FS 255.18FS 255.07 254.71FS 25 .31FS 25 .85FS N 256.44T 255.97TC 255.53TC 255.04TC I 255.94 255.47E 254.7 C I N © BIOFILTRATION BASIN PER DETAIL 'T' ON SHEET C10 55.03FS 254.54FS \ I 254.35 � N 254. 254.35TC FG 31 PRINSCO HP DETENTION STORAGE PIPE. INSTALL PER SHEET U 253.85FS 1 C11 AND MANUFACTURER SPECIFICATIONS. BURRITO WRAP 254.15TC o 385FS I w CLASS 1 TRENCH BACKFILL WITH AASHTO M288 CLASS 2 253.65FS I 5.I I - 54 3 N N NON -WOVEN FILTER FABRIC PER MANUFACTURER DETAILS. 253.53FL 10 13 54 I G MAINTAIN MIN. TEMP. COVER PER MANUFACTURER W I N I REQUIREMENTS DURING CONSTRUCTION 39 HEADWALL TYPE 'A' PER SDRSD D-30 ON SHEET C16 _.._.._.. _.._ _.._ _ ._. _ . _ _. _ . _ ._. _ _.._.._.._. _.._.._ _.._.._. W 256.48FS I I I 256.00FL 255.24FL 12 12 254.00TC 53 TRUNCATED DOMES PER LANDSCAPE ARCHITECT DETAILS 14 53.96TC �65FS W I W W WI I I -- P N A S T E 54 CONCRETE STEPOFF PER LANDSCAPE ARCHITECT DETAILS W 253.46FL W252.79TG � / / w I D 01 6 4 MODIFY EXPOSED 22 N 11 13 y �/ W W W w W W WI I 17 L 1 IF R. 5� STRIPING PER ARCHITECT PLANS 54.15T W 0 CURB HEIGHT TO 5" 53.65FL w W wl I 62 TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. «1 �JJ �MODIFY IDE f HEIGHT AS SHOWN i W W -WIDTH - PE ING W - <v PER ELEVATIONS 65 / I Id yluw� y � ' WI I I 64 CURB RAMP W WsaW � I I I 2 7.09TC 2 24FL \\ 54 \ W ARE v7 SF I THICK " 65 ENERGY DISSIPATION, 2 X2 MIN ROUNDED WASHED COBBLE, 6 257. TC SD SD 250 67FS 256. TC 2 .13TC 2 .93FS 254.5 S \ W W y 5.35TC 254. 7TC \ W y y w W W y W I I 257.1 S 255.9 C 254. S y I 257.41 25 2TC 257.02 255.48 I I I © GATE PER LANDSCAPE ARCHITECT PLANS 257.41 257. FS 256.2 S 25 1 TC 25 71 FS 255.72 w W W I I 256.99E 256.61 FS 255.7 C 255.5 C 255.10 W - 56.99F GB 256. C 256. FS 255.8 C 10 255.9 C 254.30E 11 13 \\ 25 58 W W y y 257.52 257• 256. 256.2 255.87 � 255.51 255.32 255.10 254.68E y � w W W �1vI I \ 68 DEEPENED FOOTING PER STRUCTURAL PLANS 2 6. 2 25 6 I 254.66 25� 10FS 2�56.86F 756.48E / 10 55.9 i / 10 i 54.74 i / \ 25 .66 W W wl I FG I © BUILDING RETAINING WALL PER STRUCTURAL PLANS 55.5 / \ FS � � � - � 2�5.13FS 76, 254.36FS \ I © DRAIN CLEANOUT TYPE A6 PER SDRSD D-9 ON SHEET 76 I 7 STORM C16 1.3% - - IN 6 80 I © CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND 80 STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 258.05 80 79 0" CURB 2 260.9 TW .29TF m F 25428 2 0.25TW 253. 2 0. 5T 76 RETAINING WALL FLUME PER SDRSD C-14 ON SHEET C15 . TF (265) 95TF :2 GB FL E 11. OT 80 MODIFIED AS NOTED. 2.2 2 1.60TF 261.59TW 84 CONCRETE PAD FOR MECHANICAL EQUIPMENT - - _ ---------------- 254.95TF ------ - - _ - __________ - GENERAL NOTES: - - - - - - - - - - - - - - - - - - - 1. STORM DRAIN SHOWN FOR REFERENCE ONLY. REFER TO - - - - - -2t5- - - _ _ _ _ _ _ _ _�.., STORM DRAIN PLAN ON SHEET C11 QROFESS/pyq 2. REMEDIAL GRADING IS TO BE COMPLETED IN ACCORDANCE ��F� WITH THE GEOTECHNICAL REPORT AND SHALL INCLUDE AT A A MINIMUM REMOVING EXISTING FILL MATERIALS BENEATH ALL E m :1:m 10' 0' 5' 10' 20' STRUCTURES, PAVEMENTS, AND SITE IMPROVEMENTS AND T - c 75822 REBUILDING THE NORTH AND NORTHWEST SLOPES TO THE EXP. 06-30-2 DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL sTgT Civic ��\P NEW SHEET SCALE: 1 " =10' REPORT. F OF CA��F� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. L.S. NEW SHEET. AS -BUILT GRADING PLAN SET SIRN 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET 12/17/2020 14088 - G LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE PUBLIC WORKS NA ---- DATE: 01/29/2021 684 RNITAS, STREET BRYAN D. SMITH DATE Q.L„�,.�,y ENCINITAS, CA 92024 DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE PLANNING NA ____ -, NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITA R.C.E. NO.: C 75822 JESSE owENs EDWARD J. WINNER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT C7 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 SteNerNO-Wav 2/9/2021 REVIEWER JQO Z/61 clTr E APN: 258-122-35-00 & 258-122-36-00 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/G� BRYAN D. SMITH EXP.: 06-30-2020 DATE DAT��MOZI PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN SHEET 7A OF 16 11 F:\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-07GP.DWG (12-17-20 9:08:11AM) Plotted by: Lizette Salazar ljF-� r�:JJ J22 J J 5 -- - - _- 2 TW -- --- - --� - 236 , 244.4 - - -- - - \ 0. 7TW 243.83FL 24-4.28TD -- -_ 238 - - 244.2OFG \ �\ 242.007 243.49FL-'\242.0OTF 242.00 - 24 _ \\. - - - - - - - - - -- - - - - 244 w 242 ` 67TW PEN SPACES ENT `P� ---- 16 76_- r { SHT C5 SH 1 � > � �42.00TF` 16 DEPTH 0.62' ----- Sp SD 44 244.77 I I W Y i i i Y W `Y � � • � ` \ 1 1 25 4-4. T �O i � � , - - - • 1 242.00TF i � s Y Y 24,31 @fG , i 65 \!/` BEGIN IW `Y i •I i/Y i W a V W W V V 6 SHY C6 SHT C7 245.10 F F _ _ g Y i W i W i W i W- - f, / 243.52E 16 - \ INDEX MAP -*�- 244.2 7 PA D 44.8 3s - - - 39 / / 24.25T 16 ILDING FS � � i 24 .75FL NOT TO SCALE G A (TYP I 44. F 8 '^ 7F 8 16 44. T 245.08FS 245.08FS �f . 8 244.02FG 0 244.02 44.05FL e �,� CONSTRUCTION NOTES: 44. FS2 5.02FS 62244.081FL T 44.70TC ? I ` O5 STAIRS WITH HANDRAILS PER ARCHITECT/LANDSCAPE ARCHITECT PLANS GE -- BLDG - - - 9 �} • 2� 75 I O7 FENCE PER LANDSCAPE ARCHITECT PLANS COLUMN - I _ I , TYP' 8% 1w 4 TC I ® THICKENED EDGE AT EDGE PER DETAIL 'P' ON SHEET C9 (TYP.) 7 w 44.95 0 cp o _ SD o TG 244.3 FL - - - - - °O - - - - - - � - - - - - - - 1 23 O9 DIG PAVEMENT W/ FLUSH MOW CURB PER LANDSCAPE ARCHITECT PLAN p A Sp 44.78FS 6. 8 I 245.1 FS FS 11 1 F I 10 6" CURB PER SDRSD G-1 PER SHEET C14 1.5 18 244.78FS ILDING I FS 45.1 F 4 .1 F \\ 75 I 11 6" CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET C14 10 21 1 \` I NJ1� DEEPENED CURB PER DETAIL 'L' ON SHEET C9 / RE 44 T W I v 14 CURB OPENING PER DETAIL 'M' ON SHEET C9 18 0 \ I I I I 0 •0 i' 4 .95TW 4 - r R r - r Tyy \ I 1 29 I o I I 16 MODIFIED BROW DITCH TYPE D PER SDRSD D-75, MODIFIED TO 1.5 1, 244.78FS +� i r I 1 4 .1 F I f I I WIDE, MODIFIED SLOPE AND DEPTH PER PLAN W/ A SMOOTH TROWEL 44.78FS f 4 4T I I I I FINISH ON SHEET C16 243. i " \ j 244 54FL I I 1 g SEAT WALL WITH RECTANGULAR DRAINAGE OPENINGS (8"W X 2"H), 87 I 245.18FS _ _ RIDGE_ 0.8� _ _ _ _ _ _ \ 11 SPACED AT 5FT O.C. PER DETAIL 'U' ON SHEET C10. SLOPE PAVEMENT �'• r ALONG FACE OF WALL AT 0.5% MIN/ 2% MAX TOWARDS OPENINGS 4 . 51W AREA = O`SF i 24 4 .4 F 83 \ I 19 SITE RETAINING WALL PER STRUCTURAL PLAN - DETAIL 11 ON SHEET i . i . . . 18 I 245.18FS S' \ 46.95TW - . ` i .. W , I 4 i �\ I PERMEABLE PAVERS PER DETAIL 'K' ON SHEET C9 I I ® PCC PAVING PER SHEET C4 246.28FS 18 246.28TW (TYP.)COLUMN 1.2i I I © BIOFILTRATION BASIN PER DETAIL 'S' ON SHEET C10 244.78FS 244.78FS (�•) � - I 87 N So 1 I \\ 0 7 i © BIOFILTRATION BASIN PER DETAIL 'U' ON SHEET C10 1.2& 46• TW o 21 BUILDING �a ^ ♦ 244.81 FS 8 OVERHANG 4 .18F 245.18 �\\ HEADWALL TYPE 'A' PER SDRSD D-30 ON SHEET C16 (TYP) 4.18 245.17 FS 21 _ _ BUILDING 4 .18 FS TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. OVERHANG �, i FS F __ 4 / f TYP o I " (TYP) -- r\ I N �, © ENERGY DISSIPATION, 2 X2 MIN ROUNDED WASHED COBBLE, 6 THICK - ---- w w o SD o o SD 4 0 o245 s0 \ Lp W TG_ T� TG © WHEEL CHAIR LIFT PER ARCHITECTURAL PLANS 1 F 8 4 .18FS \ FS 5.14 w 75 o \ I © GATE PER LANDSCAPE ARCHITECT PLANS CN DEEPENED FOOTING PER STRUCTURAL PLANS 245.18 2 . - _ 6V244445.1 J END 7 © BUILDING RETAINING WALL PER STRUCTURAL PLANS w 245.20FF - 5 - _ FS W 44. 8T - 244 75 44.23FL " FS 4 13 75 14 6 CURB AND GUTTER TYPE 'G' PER SDRSD G-2 MODIFIED GUTTER 20,3VAD I 245.18TF 244.67FS 21E\GIN 4.42FL V J 244.18TF GIN 7 �n 7 PAN FOR 2% MAX SLOPE. USE 8 CURB AND GUTTER WHEN INSTALLED WITH FENCE 7 t9 _ _ _ _ _ _ CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND 4 • I ® STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 _ TG _ _ _ I - 248.37TW G' 8 RAISED PLANTER WALL ADJACENT TO BIOFILTRATION BASIN PER 245.18FS 245.67TC 245.48TC / W �4 ' i i i ' \ Y i W STRUCTURAL PLAN DETAIL 'S' ON SHEET S-303 / -- 9 4.187 4 .17FS246 244.98FL I ` W i i i \ 245.18FS 7 -- - -- 66 65 W y I RAISED PLANTER WALL PER LANDSCAPE ARCHITECT PLAN DETAIL 'H' ON 50) 67 W i`. SHEET L-1.2 M y .�(_ i ♦ W i W i W i -- 72 6 24.00' ui \ i W W i i W W_t 7 / G L NOTES: 1. REF STORM DRAIN PLAN ON SHEET C11 7 \ i a W i i 2. REMEDIA DING IS TO BE COMPLETED IN ACCORDANCE WITH THE I \ i Y i i Il'� i7 y / / GEOTECHNI EPORT AND SHALL INCLUDE AT A MINIMUM REMOVING �, I 10 Cg 7 �. W iY i i / �/ j/ �/ / / / / / I l EXISTING FILL IALS BENEATH ALL STRUCTURES, PAVEMENTS, AND SITE IMPROVEMENTS AN REBUILDING THE NORTH AND NORTHWEST SLOPES TO THE DEPTHS AND L DESCRIBED IN THE GEOTECHNICAL REPORT. ESS/ �' �! w� SEE SHEET C7 w m = m 10' 0' 5' 10, 20' oc C 75822 * EXP. 06-30-20 CIVII SCALE: 1" =10' F OF CA��F� CHANGE NO. CRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL ->bu� DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICESDEPART DRAWING NO. VOID THIS SHEET S2N 2 9 2021_ DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER F CONCRETE DROP INLET 01/29/2021 -� 4088 _ G LOCATION: LOCATED AT THE NORTH SIDE OF 5 TA FE PUBLIC WORKS DATE: 3 19 684 REQUEZA STREET - ------ ----DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRYAN D. SMITH DATE PLANNING ENCINITAS, CA 92024 _NORTHEAST INTO RIPPS MEMORIAL HOSPITAL R.C.E. NO.: C 75822 .LESS OWENS EDWARD J. WIMMER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT _ RECORD FROM: POINT NUMBER 1048 PER ROS 18416 REVIEWER -1 9 lvl CITY ENGINEER APN: 258-122-35-00 8 258-122-36-00 ELEVATION: 173.376DATUM: NAV CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06-30-2020 DATE ! DATE PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN ISHEET 8 6 ROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-08GP.DWG (07-03-19 7:51:33AM) Plotted by: Lizette Solozor a 58 2 2 33.5 233. 35 2 r SHT C5 SHT C8 250.67TW-- 5 (240) 0.67TW- 2t- 44.28TD L-rL.�l7�TTr- 243.49FL � � � 9.0 � I 242.00TF - 2 1 � I rr I n I ----- ----- ---- - - - - - - 16 76 T F \ \�� PEN SPA�'�5� MENT ' I I ----- ---- - 24 .00TF .. �, I 16 DEPTH 0.62 4 . \ ------ D-EPPPPP�-0.Z9°---------- �--- --------------------- -- SC Al \// SD ----- Sp SD W W W 76 50. 244.7 FG 244.77FG 244.77FG 6 W 4 �\ 65 � W W W�� 2 T I .67 42. - 25� 250.67TW W W W 244.02TOP W 76 w -243 1 G W W 242.00TF _ W NARDO AREA = 638 S W W 65 �// BEGIN - _ - 243.78TG W W W W R a 245.10FF I ;W W 65 W, W 65 I W y 67 M�k sHT c6 SHT c7 \ W W w 7 13 L244�8R 243.52E244.27PAD INDEX MAP BUILDING 39 39 24 .64FL24 141 16NOT TO SCALE OVERHANG (TYP) I � � � 13 16 44.34TC \ 245.04FS I u) g 244.87FS 8 -87FS 8 O 243.84FL 1 0 CONSTRUCTION NOTES: 245.08FS I 244.02FG 244.02 IFS 245.08FS 45.08FS 245.07 245.08 J44.98 0 13 62 A. -MC FS FS F1S � 245.02FS � 243.87FL I O5 STAIRS WITH HANDRAILS PER ARCHITECT/LANDSCAPE ARCHITECT PLANS - - SD 1 IDLE "I 244.43TC 244.50TC 3 . 2*5.93 L O7 FENCE PER LANDSCAPE ARCHITECT PLANS ° BLDG 24 .0. °Wu. -Z4-5 92- 13 75 (TYP.) D D 244.95c� SD 245.04 IM 244.6 TIC I F ® THICKENED EDGE AT EDGE PER DETAIL 'P' ON SHEET C9 SD ° SD �. ° 7 .� o rn TG - o �°j° 44. L A R D =ter - - -8 - - - - - -��'�TG °O�- - -� - - - - - - - °-<2 I O DG PAVEMENT W/ FLUSH MOW CURB PER LANDSCAPE ARCHITECT PLAN �� 1 F I 9 --- 68 s 6T s� SD s� o SD SD ° o I 10 6" CURB PER SDRSD G-1 PER SHEET C14 245.07 245.10 245.11 p 7 44.78FS 246.28TW 245.0 IM 245.18 FS FS FS 245.16FS ° 1 1.5% �- 18 244.78FS FS 45.18E \\ I 11 6" CURB AND GUTTER TYPE 'G' PER SDRSD G-2 PER SHEET C14 ILDING 245.18FS ° p 13 75 1 I N 13 DEEPENED CURB PER DETAIL 'L' ON SHEET C9 W Z44.62TG W W W W W TYP) I 18 ° 14 CURB OPENING PER DETAIL 'M' ON SHEET C9 yyJ 1$ S _ ti --4 b� W W W W W W 46 28TW 1.2% � - - 75 13 244.04 C 11 16 MODIFIED BROW DITCH TYPE 'D' PER SDRSD D-75, MODIFIED TO 1.5' 246.95TW W ��_� W W WIDE, MODIFIED SLOPE AND DEPTH PER PLAN W/ A SMOOTH TROWEL 244.78FS W W W W 44.78FS \ SD 245.18FS BEGIN DEEPENED 1 FINISH ON SHEET C16 243.95E 27 W W CURB (WEST) I I 2 1 g SEAT WALL WITH RECTANGULAR DRAINAGE OPENINGS (8"W X 2"H), ^ W W W W W W W W o RIDGE 0.8%Q SPACED AT 5FT O.C. PER DETAIL 'U' ON SHEET C10. SLOPE PAVEMENT 87 W W W I 245.18FS - - - - - - - - - - - ALONG FACE OF WALL AT 0.5% MIN/ 2% MAX TOWARDS OPENINGS 246.95TW AREA = 606WSF - I 245 . 20 F F 245.1OFS Q\ \ W W W W W 2 S.OFG \ I O SITE RETAINING WALL PER STRUCTURAL PLAN - DETAIL 11 ON SHEET 246.45FG 83 ��W w W W W W W W W W 18 I\ SD \\ \ I 19 S-342 246.95TW J W W W W W W W W W I 244.37 PAD - \\ I 21 PERMEABLE PAVERS PER DETAIL 'K' ON SHEET C9 So SD 245.18FS I o \ 4 w W W W PCC PAVING PER SHEET C4 I 246.28TW 1$ 246.28TW COLUMN � 1:2� 244.78FS 244.78FS ) \ 23 5 BIOFILTRATION BASIN PER DETAIL 'S' ON SHEET C10 87 so� ° \\ 7 I © BIOFILTRATION BASIN PER DETAIL 'U' ON SHEET C10 1.2% 246.95TW o BUILDING ° 0o o f - Lo $ �244.81FS 21 099 \\\ 8 OVERHANG 245.18FS 245.18 0� \\ ° I 39 HEADWALL TYPE 'A' PER SDRSD D-30 ON SHEET C16 U -- - _ = _ _ -__-�_ _ _ __ (TYP) 245.18 FS \ c BUILDING -� 45.18 FS 245.18 245.17 ° p _ © TAPER CURB HEIGHT TO FLUSH, 3FT LONG TRANSITION U.O.N. 21 � - �� i FS FS SD I - � ° (TYP) - - - - o ° ^ _ _ _ _ _ ° _ _ _ _ - I N w 65 ENERGY DISSIPATION, 2'X2' MIN ROUNDED WASHED COBBLE, 6" THICK SD 245. 9 245.14 . ^0 245.0$ �` . 245.14FS �s \\ I E cn o w 245. TG o 0 245.18FS TG . �DT sD s sD 66 WHEEL CHAIR LIFT PER ARCHITECTURAL PLANS - 45:18FS ... wi 2 5.14 w .. ° o �� 75 W 245.18FS ° FS 00 _ � ° I © GATE PER LANDSCAPE ARCHITECT PLANS �, o \\ Q o 0 68 .71 TIC DEEPENED FOOTING PER STRUCTURAL PLANS 245.18 245.17 ap ° ° �Z� 13 75 244.0,1 FL I A STRUCTURAL P w 245.20 ° = I © BUILDING RETAINING WALL PER STRUCTU PLANS 2 • 244.98TC 244 75 44.10E 7 W 13 75 O 14 I 0 6" CURB AND GUTTER TYPE 'G' PER SDRSD G-2 MODIFIED GUTTER co 244.3�PAD FS 1 245.17FS 244.67FS 24GIN 7 4.42FL 7 24 PAN FOR 2% MAX SLOPE. USE 8" CURB AND GUTTER WHEN INSTALLED 244.18TF WITH FENCE 72 19 's _ - - - 45.0 6 CMU SCREEN WALL PER LANDSCAPE ARCHITECT PLANS AND _ 24 8 245. o o I STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 I _ N.o _----- �T 72 I TG FG G.B �- - I � � W W W � � I 0 67 '2, W W 65 I RAISED PLANTER WALL ADJACENT TO BIOFILTRATION BASIN PER 245.18FS 245.67TC 245.48TC / W 43.44 � W W STRUCTURAL PLAN DETAIL 'S' ON SHEET S-303 245.17FS W W W 66 9 1 23 65w W 25W W W I I 7 ® RAISED PLANTER WALL PER LANDSCAPE ARCHITECT PLAN DETAIL 'H' ON 257.20 �, 245.18F r? W W �4 .44FG W W W I I I SHEET L-1.2 50 248.0 250 W W w W I - FG � 11 � I � W � W W W �� W W W W I l FGW 24.00' �� W W W W W W W W � W W I / I GENERAL NOTES: 1. REFER TO STORM DRAIN PLAN ON SHEET C11 2E , 18FS 7 / 2. REMEDIAL GRADING IS TO BE COMPLETED IN ACCORDANCE WITH THE _ F W W W A %�� W / GEOTECHNICAL REPORT AND SHALL INCLUDE AT A MINIMUM REMOVING EXISTING w(J) - 1� �� 10 �� 7 �� W W W 7 W / �/ // / �� i JIMPROVEMENTS LL MAND RTOSREBUI REBUENEATH ILDING NORTH AND NORTHWEST SLOPES LL STRUCTURES, PAVEMENTS, AND E TO THE DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL REPORT. ROFESS/O SEE SHEET C7 w m = rmi 10' 0' 5' 10' 20' c 75a22 * EXP. 06-30-2 NEW SHEET s�qTC10- SCALE: 1 " =1 0' F OF CAv�F� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BDSL.S.bus NEW SHEET. AS -BUILT GRADING PLAN SET SIN 2/9/2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLETKk-\eQ� 14088 - G 12/17/2020 PUBLIC WORKS N DATE: R N SMITH DATE 01/29/2021 ENCINIT LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE B DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE PLANNING NA ---- 9.". oy"� AS CA92024 NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL&&QR.C.E. NO.: C 75822 JESSE OWENS ED ARD J. WIMMER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT C8 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 Steve/ Nawa k/ 2/9/2021 REVIEWER JQO 2161 CITIL E�1 N �Z J APN: 258-122-35-00 & 258-122-36-00 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/q BRYAN D. SMITH EXP.: 06-30-2020 DATE DATE /�G(/ PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN SHEET 8A OF 16 co ao w ROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-08GP.DWG (12-17-20 10:49:47AM) Plotted by: Lizette Salazar PERMEABLE PAVERS PER 6" CURB PER SDRSD G-1 WITH THICKENED EDGE- LANDSCAPE ARCHITECT DETAILS MODIFIED CUTOFF WALL AT LIMIT REFER TO DETAIL OF PAVERS TYP.) SLY R/W Raw 10' MAX RETAINING /rLANDSCWAPE P R 'P' ON THIS I WALL PER SHEET VARIES PERMEABLE PAVERS PER _ 62' RIGHT-OF-WAY STRUCTURAL PLAN PLAN LANDSCAPE ARCHITECT DETAILS URB AND GUTTER 2" THICK N0. 8 STONE BEDDING ANO �yu.C,c -_ 23.5't I MODIFIED WIDTH WHEN �I I III ..a 4" THICK PERMEABLE BASE I (=1 ,, VARIES FF 257.20 THERE IS A FENCE =III=I „ _I I II 2" THICK NO. 8 STONE BEDDING 9.5't 10.5'f 13.0't .0' SEE MODIFIED SDRSD G-02 =IIIrill ,. 6" THICK SUB -BASE, NO. 57 AGGREGATE 30 MIL IMPERMEABLE SIDE 71` - REFER TO DETAIL ON THIS 4' P. FIR E �I_ LINER AT PERIMETER OF 8' THICK PERMEABLE BASE -- VARIES THE DRIVEWAY __ 4 , SLOPE I=II_� Q EX.5SPWALKI I - I- L-11 1 I -III -I SHEET FOR SUBDRAIN 1-1 - 8" THICK SUB -BASE, NO. 57 AGGREGATE -- MIN BELOW SUBBBASE- 1 _REFER TO DETAIL 'Q ON THIS -_ 11=1II-I �SIDEWALK IMPERMEABLE LINEAR. SEE NOTE 5I - =I I-i i • _SHEET FOR SUBDRAIN !i I=1 I I=1 11= - I iTO REMAIN OR TO SLOPE SUB -GRADE AT EXTEND CURB 12 EX. ASPHALT EX. CURB/CURB do BE REMOVED SEE -III-III-III II III -III NOTES: MIN. FROM FOOTING MIN BELOW SUB -BASE -III-III-III I I 1=III=I TOWARDS SUBDRAIN BERM GUTTER TO REMAIN OR PLAN VIEW FOR LIMITS SECTION F -III-11 I TO BE REMOVED SEE SµORA�CM ��fj Or�,.+RGAO NTS C9 SLOPE SUB -GRADE AT PLAN VIEW FOR LIMITS 1.) INSTALL PAVERS PER MANUFACTURER RECOMMENDATIONS. PREPARE BASE, SUB -BASE, OuRyNC' C-O#J,5r itxx to 03 1-0 0 6 AND SUBGRADE PER GEOTECH REPORT. NOTES: 2% MIN TOWARDS SUBDRAIN M119Ot.ncGO to C-" "S shTi�FM 2.) ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) 1.) INSTALL PAVERS PER MANUFACTURER RECOMMENDATIONS. PREPARE BASE, SUB -BASE, SECTION - REQUEZA STREET A AND SUBGRADE PER GEOTECH REPORT. NTS C9 VARIES LIMIT OF 3.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED FENCE PER 11'-13.5' GRADING 2.) ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) LANDSCAPE PLAN / 4.) EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE M SCR N W P R VARIES 4' TO 6.5 I 3.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED RENCH 5.) IMPERMEABLE LINER SHOULD BE INSTALLED FROM THE EDGE OF THE FOOTING TO A LANDSCAPE ARCHITECT PLANS 1' MIN. ( DISTANCE OF 24" AND A DEPTH OF 12 4.) EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE AND STRUCTURAL PLAN e DETAIL 5 ON SHEET 5-303 " URB TOP OF SLOPE VARIES I K DETAIL -PEDESTRIAN PERMEABLE PAVERS p DETAIL - VEHICULAR PERMEABLE PAVERS 4.9' TO 1.01(MIN) I MATCH Cg NOT TO SCALE Cg NOT TO SCALE EX. GRADE 12.7 1 , -- I I� L ? M I " CURB PER SDRSD G-1 SEE PAVER SECTION DETAIL IX PE I� I I I_I11-I 11=1 11=1I I--�I1 �!_' qk 1 1 /2 MATCH I ! T II I C&G PER SDRSD G-2 CONCRETE BAND K' THIS SHEET (WHERE APPLICABLE) 6" R O� EX. GRADE _FII SLOPE z _ d VARIES (WHERE OCCURS) R M a I =III AC PAVING P.C.C. PAVING MODIFIED WIDTH �- 1 1/4 - SEE SDRSD C-14 -III=I i 3 MAX. ON SHEET C15 - c s. RET. SECTION G " =1 I 1=I I" ° ' • •' •,. . e PER = 3'- SUBDRAIN •' I .. • I :. , NTSII II � . ••. .. • I�� _= DETAIL 'H ON SHEET C9 _ SECTION B N z -III- __ NTS C9 w CONTINUOUS CUTOFF WALL FOR AC PAVEMENT 7=,= (- I I-III-III-III-IFINISH GRADE N I1-III-III-III-I CMU SC_REEN._WALL PER LANDSCAPE MIRAFI 140N FILTER F RIC DEEPENED CURB #4 REBAR EXTEND CURB 12' I I -III -I I I-III=III=III ARCHITECT PLANS AND STRUCTURAL o NOTES: MIN BELOW SUB -BASE 71 l l LIII I I III I ' 'III' ; ,III=11 OR APPROVED EQUAL. PLAN DETAIL 5 ON SHEET S-303 WATERPROOFING PER ,i 1.0 ARCHITECTURAL PLANS 1. CURB PER SDRSD G-1 OR CURB &GUTTER PER SDRSD G-2, MODIFY AS SHOWN. I MIT OF MIRAFI 140N FILTER FABRIC 2. FOR CURB AND GUTTER ADJACENT TO BIOFILTRATION BASIN, DEEPEN BOTTOM OF P DETAIL -THICKENED EDGE B I ING GRADING`' - OR APPROVED EQUAL. CURB 12" AS SHOWN. WALL VARIES CONTINUOUS SECTION OF 3. ALL CURBS AND/OR GUTTER SHALL BE FOUNDED ON COMPACTED SUBGRADE Cg NOT TO SCALE TO 4. ' tr CRUSHED ROCK WRAPPED IN MOW CURB FILTER FABRIC. L DETAIL- DEEPENED CURB PEDESTRIAN PAVERS, BASE, SUBASE PER FF 245.10 ( 1' NOT TO SCALE NCH MATCH EX. Illy- I -_.i�- 4" DIA. PERFORATED PVC DETAIL 'K' THIS SHEET, VEHICULAR PAVERS, I 11�-1 ' SCH 40 SUBDRAIN. SLOPE C9 BASE, SUBASE, PER DETAIL '0' THIS SHEET GRADE TO DRAIN & CONNECT TO EX SLOPE II- - I _ STORM DRAIN PER SHEET 11. - - • •,.- :. , •. ! 1 4" PERFORATED PIPES SLOPED (MIN S=0.5%). EMBED PIPE IN SUB -BASE - IHT- ITI I 6 CURB AND GUTTER, PER 1-7 1-7 6- DETAIL "L" ON THIS SHEET MODIFIED TO 1.5' WIDTH 0 H WALL SUBDRAIN �� "= fr TYPE 'D' PER • m goo 000C, SDRSD D-75 Cg NOT TO SCALE 12" y COBBLE 6 Li Q 0 00 SOLID WYE PIPE DEPRESS = � 1 � SECTION (✓ GUTTER 1�" ' ' 6�' DISSIPATER L a YLn AT OPENING " yr 2:1 TAPER p Q 000000000000 NTS C9 7jlz 1 -6 m 0 0 0 0 0 0 0 RAN t-6'., 7� 6" MIN MIN. o I -I, - �� T 1.5 P SEAT WALL PER 4 -6 DEPRESS _ _ _ • URB RETURN FLOWLINE BASIN - �- SOIL SUBGRADE SLOPED TO DRAIN RFNCH PERMEABLE LANDSCAPE • C III III-Z I I I I -III-I MATCH P.C.CC9 PAVERS ARCHITECT PLANS 1 -6• 1 j" AT OPENING V-6" 6� DEPTH O BOTTOM I I I_I _1II=I I=I T -_ _1 -I i-III_ EX. GRADE WALKWAY RAIN P NIN �f m DEEPENED CURB 2'-1" 3"-6" ROUNDED, SOLID OUTFALL DRAIN IE PER PLAN. 21' I AT 5' O.C. PER DETAIL "L" WASHED COBBLE OUTFALL PIPE(S) SLOPED TO STORM FF 245.10 2yMAX. 1.7% " THIS SHEET � I Q DETAIL -SUBDRAIN DRAINAGE SYSTEM. EMBED PIPE IN NO. BUILDINGVARIES WALL MOW i I`-1,TI It-=; 1-�1={� PLAN VIEW SECTION A -A Cg NOT TO SCALE 57 STONE. D.G. CURB L� FF 245.10 2% ` -I - _._ (� =1 - • • - y 77 WIN .,, i TT ..11�,TL ►-1 i-f�IL� -Ii- BIOFILTRATION BASIN M CURB OPENING DEPRESSION EARTHEN SWALE PER DETAIL 'U' ON SHEET C10 Cg NOT TO SCALE z 2' MIM PER DETAIL 'J' PER a (U.O.N.) TC ELEV. ON SHEET C9 NTS C9UJI PER PLAN ?'1 i IWr = 6" CURB SECTION 320% ' i I-1 M N PER SDRSD G-1 NTS C9 AC -1 I I i _III=I I (=III=III FENCE PER AC " 0 1.5" III-� I I III -III -I 1.5_ % MIDI LANDSCAPE PLAN 3/8 3/8ti• III-i � I 6 CURB AND GUTTER RALIMIF " MAX GRADING RIES8 MODIFIED 8" WIDTH WHEN FIL THERE IS A FENCE 2 PER PLANER, • g' �" �D . `° a .IN .o o: NOTE: SEE MODIFIED SDRSD G-02 _ ON SHEET C14 I PLAN ,ITL-�=-al��+ - �O � � 1. FOR ALL CURB ADJACENT TO �_.i i l_� _ ' 8 •'o°� 2 " LANDSCAPING OR UNPAVED EARTH, SEENOTE 1 PAVEMENT AND BASE PCC PAVING - f EXTEND BOTTOM OF CURB 6 MIN BELOW _.y 2.1 MATH AB AB PER SOILS ENGINEER Mq GRADE ADJACENT PAVEMENT BASE (TYP ALL) #4 REBAR AT FESS GRADED SWALE oho /ayq( _ 1 s" oc --i Iln= L _T Cg NOT TO SCALE c� D. R CURB AND SLOPE SETBACK N VALLEY GUTTER DETAIL Cg NOT TO SCALE w m = SECTION E Cg NOT TO SCALE FUSCOE � C 75822 NTS = EXP. 06-30-20 C9 I N 0 I N I I R I N a �Tq, 06-3clw- 6390 Greenwich Drive, Suite 170, San Diego, California 92122 F OF CAV�O tel 858. 554.1500 u fax 858. 597.0335 " w vw. fuscoe. com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL Bm DRAWN Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT GRADING PLAN SET S2N 2/9/2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET ` 01 /29/2021 PUBLIC WORKS DATE: 7.3• 19 684 REQUEZA STREET 14088 - G LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FIE N-A ---- RIINTERSTATEH A T T BRYAN D. SMITH DATE % L ENCINITAS, CA 92024 PLANNING N R.C.E. NO.: C 75822 J OWE EDWARD J. WIMM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT N T T RN INTO P R HOSPITAL] - C9 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 's e,No-wak 21912021 REVIEWER JQO 2/q CITY ENGINES APN: 258-122-35-00 & 258-122-36-00 ELEVATION: 173.376 DATUM: CITY ENGINEER DATE INSPECTOR KK 2/q BRYAN D. SMITH EXP.: 06-30-2020 DAB /d�� PLANNING CASE NO: 1 -117 ADR PMW CDP SECTIONS & DETAILS SHEET 9 OF 16 PR0JECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-09-10DT.DWG (07-02-19 7:56:58PM) Plotted by: Lizette Salazar BASIN WIDTH VARIES PER PLAN 1.57. MIN. 3" WELL -AGED, SHREDDED-` HARDWOOD MULCH 4" WASHED PEA GRAVEL FILTER - COURSE LAYER ABOVE AGGREGATE 30 MIL THICK PVC OR APPROVED EQUAL IMPERMEABLE LINER DEEPENED CURB & GUTTER WHERE OCCURS. SEE DETAIL 'L' ON SHEET C9 1.57; MIN. 18" MIN. FLOW CONTROL STRUCTURE PER DETAIL 'X' THIS SHEET 6" CLEANOUT PER SDRSD SC-01W/ THREADED CAP. - - ! _ - -10YR Q VARIES 6"-7" PONDING 2' MIN. FG PER PLAN 2' MIN. DEEPENED CURB WHERE OCCURS. SEE DETAIL 'L' THIS GRATE PER SHEET C9. NOTE 3 —FG PER PLAN 12"X12" BERM WHERE OCCURS TIE • MAIN DRAIN JSE SWEEP 1==uo1111• • . • =u=n== •MEDIA =—a=u...;M-�-�uga=1 •. . II=11=1 1�=11=11=1L=11=11=11.� 11=�I=u= u=11=u=u— ==11Ei #11 11:-11=IIF',;.11.=11.11.=JI=11.;,.11„4E1111.-11=1 1=11=11:=11:=11—`''11II.=11-INFILTRATION 10" THICK LAYER OPEN GRADED #57 STONE, 40% VOIDS • . �`•=•=•:•:s:�=•=•.:•:•ci=• =fir==i) -tiASE COURSE, ROUNDED . � � ��2-�v�r�o�:.��_�_�r. r... cam:. �.:. _.. �•. �.:.:.:.. ;vy, PVC LINER PENETRATION NOTE: M 10 `//`�/`//`//✓/ �/ y // // // / ON THE SIDE OF THE B[OFILTRATION BASIN — —EXISTING NATIVE SOIL ALL PIPE PENETRATION THROUGH THE PVC LINER PENETRATIONSHALL HAVE A WELDED PVC BOOT, CONCRETE CUTOFF WALL, AND/OR ANOTHER APPROVED 17__OUTUET PIPE METHOD TO PREVENT WATER MIGRATION FROM 6" DIA. PERFORATED SUBDRAIN SIZE AND IE PER PLAN. PVC LINED BICIFILTRATION AREAS. SEE • DETAIL - BIOFILTRATION BASIN (MODIFIED DEPTH) (BMP3 & BMP4) ® NOT • SCALE BASIN WIDTH VARIES PER PLAN 6" CLEANOUT PER SDRSD SC-01 W/ THREADED CAP. FREEBOARD PONDING VARIES VARIES BMP 2: 6" BMP 8: 8" r--FG PER PLAN 3" WELL -AGED, SHREDDED PIRRII 4" WASHEIPEA FLOW CONTROL STRUCTURE 'W/ 1.50" ORIFICE FOR BMP8 ONLY PER DETAIL 'X' THIS SHEET BMP2 TYPE 'G-1' CATCH BASIN FLOW CONTROL STRUCTURE (NO ORIFICE) 2' MIN. FG PER PLAN / 2' WIDE BERM 2' MIN. 18" MIN. MIN. 18" SOIL MEDIA WITH MIN. 5 IN/HR INFILTRATION RATE • _ �:1:�, ;1=�'1 `•=1 `I 1 1 1''1 `I'• :I�I�I�Iy1y i .... ��: • • • I �=�=1=�_1_1=•-•-�_'1_�-I_1_1_1-1�•=•_1_1 1=1_ FINISH GRADE NDS LOW PROFILE ADAPTER AS REQUIRED 6" DRAIN LINE - SEE NOTE 1 6%4" REDUCER AND 4" DRAIN LINE - SEE NOTE 2 NOTES: 1. USE A 6" LINE IF MAIN DRAIN LINE IS 6" OR LARGER IN SIZE. 2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN LINE IS 4" IN DIA. 3. NDS 6" ATRIUM GRATE IN LANDSCAPE AREAS U.O.N. NDS 1230E SQUARE SOLID BRASS GRATE FOR PAVED AREAS. GRATES SHALL COMPLY WITH 2O16 CALIFORNIA BUILDING CODE (CBC) 11 B-302.3 4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS. AREA DRAIN C 10 / NOT TO SCALE CAST IRON GALVANIZED GRATE. H-20 RATED, J" OPENINGS MAX PROVIDE }" MAX OPENINGS IN BOTH DIRECTIONS FOR CATCH BASIN IN PLAZA AREA C (18" MIN.)` �v TOP OF GRATE ELEV. SURFACE F�0`N PER PLAN 3" X 3/8" STAINLESS STEEL 4 BOLT AND NUT EMBEDDED 2" INTO CONCRETE - 1 d Zvi ORIFICE PLATE: MIN. SQUARE DIMENSIONS 1' GREATER THAN PIPE DIA. HOT DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED 0 0 1 /2' MAX BROOKS BOX OR EQUAL SURFA ELEVATION TABLE BMP ID FG TG AREA (SF) EMERGENCY OVERFLOW PLATE BMP 3 243.44' 243.94' 756 BMP 4 243.18' 243.76' 638 CATCH BASIN TYPE 'G-1'/'G-2' PER SDRSD BMP 5 243.95' 244.62' 606 BMP 6 243.95' 244.62' 606 SEE PLAN VIEW TOP OF BASIN - ORIFICE BMP 7 243.79' 244.46' 261 OR BERM BMP 8 242.75' 243.42' 295 ELEV PER PLAN TG) PER PLAN Ili l-1 i i- I I I=I 11-I I I -I GASKET LI -1 I I —I I I —I I I —I 11= 1=1I1=1I1=1I1=1I C." Q -I I I -I I I -I I I -I I I_ . •..III I I -III -I � I; _ _ i ' I -III -III -III FINISHED GRADE (FG) PER PLAN (LEVEL BOTTOM) ORIFICE PLATE SEE DETAIL ON THE LEFT -MIN. 6" (TYP.) •"� 10 YR PONDING WATER OUTLET PIPE PER STORM - 3" (TYP.) SURFACE ELEVATION. DRAIN PLAN SHEET C11 VARIES PER TABLE ABOVE SEE PVC LINER INFLOW PIPE ORIFICE DIA.: 3/8" DIA. BMP 3: 1.75" HOLE (TYP.) BMP 4: 1.375" BMP 5: 0.875" BMP 6: 1" BMP 7: 0.50" BMP 8: 1.50" NOTE: 1. ORIFICE & FLANGE CONNECTION TO CONCRETE SHALL BE FILLED WITH 30 DUROMETER NEOPRENE RING FLOW CONTROL ORIFICE PLATE X C10 PENETRATION NOTE THIS SHEET. PVC LINER PENETRATION NOTE: ALL PIPE PENETRATION THROUGH THE PVC LINER ON THE SIDE OF THE BIOFILTRATION BASIN SHALL HAVE A WELDED PVC BOOT, IE OUT PER PLAN CONCRETE CUTOFF WALL, AND/OR ANOTHER APPROVED METHOD TO PREVENT WATER MIGRATION FROM PVC LINED BIOFILTRATION AREAS. BIOFILTRATION BASIN FLOW CONTROL STRUCTURE FINISHED SURFACE (FS) PER PLAN NOT TO SCALE CONSTRUCT CLEANOUT STRUCTURE, REINFORCEMENT, MANHOLE FRAME/COVER & = STEPS PER SDRSD D-11A/B, M-3B. 252.10 TOP OF WEIR )/4" THICK STEEL PLATE. MOUNT TO SIDES OF CLEANOUT USING 2" x 2" xY4" ANGLE WITH MIN. DIA. SS BOLTS (12" MAX SPACING) STORM DRAIN CLEANOUT TYPE A-6 PER SDRSD D-9 ON SHEET C16, MODIFIED WITH ORIFICE PLATE AS SHOWN. CONSTRUCT MANHOLE FRAME & COVER OPPOSITE CORNER OF DETENTION STORAGE PIPE SIZE AND IE PER PLAN. BIOFILTRATION AREAS. I SEE PENETRATION NOTE " „ I THIS SHEET s 2 2" I T DETAIL - BIOFILTRATION BASIN (BMP2 & BMP8) s"L s= ADS FLEXSTORM PIPE SCREEN WITH REMOVABLE BYPASS LID. I CIO NOT TO SCALE CONCRETE PIPE SIZE AND INVERT ELEV. IE BOLT SCREEN ONTO WEIR PLATEI 60" DETENTION . BASE TYPE PER PLAN. PER PLAN STORAGE PIPE 560-C-3250) PIPE SIZE AND ;n I TYPICAL) TYPE PER PLAN. I TEE/WYE (OR INVERT ELEV. TYPE 2 OUTLET (PVT) FLOW CONTROL STRUCTURE PER 90' BEND AT END IE I DETAIL 'X' THIS SHEET OF LINE) PER PLAN 'IE' LESS THAN 36" BELOW -rG' 12" PIPE OUTLET. TYPE 1 OUTLET (PVT) •'•'•1 „ „ IE OUT PER PLAN ::� PROTECT SOIL DISCHARGE - 6 CLEANOUT PER SDRSD 2 FREEBOARD ��. WITH ROCK APRON 12'12", SC-01 W/ THREADED CAP. TW PER PLAN "IE" MORE THAN 36" BELOW 'rG" 247.601E 4" MIN. THICK SEE LANDSCAPE PLAN FOR PLANTER WALL NOTES: PROVIDE ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT AREA WITH A 3' 3 • SLOPE BOTTOM WALL OPENINGS DETAIL STENCIL PLACED WITH PROHIBITIVE LANGUAGE SUCH AS NO DUMPING - DRAINS TO OCEAN) AND/OR J TOWARDS ORIFICE 5' MAX O.C. PER 8" PONDING GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. GRATES SHALL BE SECURED IN PLACE BY BOLTS OPENING, 1 % MIN. LANDSCAPE PLANS PERMEABLE PAVERS PER OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS 2% 2% DETAIL 'K' ON SHEET C9 ORIFICE DIA. = 1.625" IE 247.601E —` — W CATCH BASIN (PRE -CAST) DETAIL - STORAGE TANK �- C10 NOT TO SCALE Y CONTROL STRUCTURE (SOUTHERLY END OF TANK) 3" WELL —AGED, SHREDDED ° 27" SOIL MEDIA WITH MIN. 5 C10 HARDWOOD MULCH IN/HR INFILTRATION RATE NOT AL 4" WASHED PEA GRAVEL--- a FILTER COURSE LAYER -` - _-------------------- - — ....................... ABOVE AGGREGATE ` g y 10" THICK LAYER OPEN GRADED SUB -BASE SPECIAL INSPECTION NOTE: - -- COURSE, ROUNDED57 STONE, 40% VOIDS SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO TRENCH NATIVE AROUND BOTTOM —1'' 3" I OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED PERIMETER TO EXTEND LINERS 2 FEET (—=1--� WITH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING =1 I f_�I f=Tl f =1 I I=I I —III —III— I I I=I INTO SOIL OF VERY OLD PARALIC DEPOSITS � � _--I PVC LINER PENETRATION NOTE: THE SIZE AND THE DEPTH OF THE EXCAVATION, GRAVEL, AND ENGINEERED SOIL PER GEOTECHNICAL RECOMMENDATIONS ! ( III —III —III—) I I— ALL PIPE PENETRATION THROUGH THE PVC DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFFOW, AND OVERALL GRAVEL —lI (: I I IIL- -1 I (=i I —I I 30 MIL THICK PVC OR LINER ON THE SIDE OF THE BIOFILTRATION FUNCTION OF FACILITIES PER THE APPROVED GRADING PLAN. �OFESSipy OUTLET PIPE. APPROVED EQUAL BASIN SHALL HAVE A WELDED PVC BOOT, 6" DIA. PERFORATED SUBDRAIN SIZE AND IE PER PLAN. IMPERMEABLE LINER CONCRETE CUTOFF WALL, AND/OR ANOTHER D. S C F SEE PENETRATION NOTE APPROVED METHOD TO PREVENT WATER THIS SHEET MIGRATION FROM PVC LINED BIOFILTRATION w m = m AREAS. SPECIAL INSPECTION REPORT PREPARED - Fl1SCOE of C 75822 U DETAIL - BIOFILTRATION BASIN (BMP5 - BMP7) BY: FUSCOE ENGINEERING DATED: 1/12/Zo21 = : * EXP. oe-3o-20 \* C10 NOT TO SCALE ON FILE WITH ENGINEERING DIVISION �. �' M 0 1 M i a 1 ■ 0 �qTF oCIVIII CA��FO�� 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554 1500 ° fax 858.597.0335 • www fuscoe com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED� DRAWNb. Y - ub ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT GRADING PLAN SET S-RN 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP IN 01/29/2021 1 684 REQUEZA STREET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE PUBLIC WORKS N-A ---- DATE: % 3 9 14088 — BRYAN D. SMITH DATE �_ ENCINITAS, CA 92024 DRIVEW F INTERSTATE W T T PLANNING NA "---� A 11L SAN DIEGUITO UNION HIGH SCHOOL DISTRICT N RTH T R RN INTO RIPP MEMORIAL H PITA R.C.E. NO.: C 75822 J E OWENS EDWARD J. WIMM CIO RECORD FROM: POINT NUMBER 1048 PER ROS 18416 StPwer Nowak 2/9/2021 REVIEWER �QO Z/q 1 /��`� CITY WEER APN: 258-122-35-00 & 258-122-36-00 ELEVATION: 17 . 7 DATUM: NAv CITY ENGINEER DATE INSPECTOR KK 2/q BRYAN D. SMITH EXP.: 06-30-2020 DATE ( DAI I PLANNING CASE NO: 18-117 A PMW CUP SECTIONS & DETAILS ISHEET 10 OF 16 Do Go W cn \PROJECTS\307\Oi6\PLANS\PRECISE GRADING\307-016-GP-09-10DT.DWG (07-02-19 7:57:OOPM) Plotted by: Lizette Solazar E 1 I 35) r r rr r r �� r r r��'hJ;JJ2-11r%'JJJ ) PRIVATE STORM DRAIN DATA TABLE PRIVATE STORM DRAIN DATA TABLE 240.001E 21 LINE # SIZE LENGTH SLOPE DIRECTION/DELTA MATERIAL LINE # SIZE LENGTH SLOPE DIRECTION/DELTA M IAL 4 d 3+3 ,880 77 35 L 1� 18" 39.46' 0.35% N22'38'04"E HDPE ® 12" 32.07' N01-17'40"E HDPE 242.75RIM 1.80% -- 9.191 239.921E-IN 240.001E 239.58TC \ 239.341E-OUT (239.08FL) - - 44. 2a3.7s1 - 2 18" 42.98' 0.35% N61'49'09"E HDPE 3� 12" 20.78' 1.80% N46'17' HDPE iSTA:3+31.18 - zt..: - - - - - _ _ _ �� 2 \ O 239.47FL I ; t 1 _ -_ - - - - - --_- - 1 - - - 242 �� 3 18" 20.17' 0.35% N01'00'03"E HDPE 12" 45.72 1.80% 42'20"E HDPE ��__.26 - .- . • 1.771< - - - - - - - - - - _ - �� Q 18" 3.15' 0.35% N46'00'09"E HDPE ® 6" 79.04' S88'40'23"E HDPE BMPB � �---z--- -- O tdlx r- D � �,• - 24. 7. 160 I 242.75FG 4 4 4 •7 I D 44.1 I 0 4 24 .1_ �� 18" 4.14' 0.35% S88'59'51"E HDPE 3� 6' 96.59' 0.50% N01'00'09"E PVC (SDR35) A=295SF 1E IE I • IE BIfAP4 9 V \` " " 4+ (n 39 2 IE 2 I I 135 2 18F j� _ ``��\ 18 153.86' 0.35% N01'00'00"E HDPE 6 .39 0.50% N01'00 18"E PVC (SDR35) ¢ - 240.621E l.... . 245.1OFF 243.18RIM 1 r _ ..1 `` �\ 7� 18" 11.14' 0.35% N44'00'00"W HDPE ® 16.23' 7.61% S88-53'04"E PVC (SDR35) i3� m 37 -_ ; 74 4'X 4' 39 44• TW - ® 12" 73.29' 0.35% N01'00'00"E HDPE 4" 16.70' 13.37% S89'13'05"E PVC (SDR35) c'0 23%061 �245.00RIM 43.181E 1 � o I 240.121E 4 /� 240.521E I I I = 1 \\ ,I 3r I 9 12" 97.56' 0.35% N67'29'47"E HDP 4 6" 36.28' 11.38% N67'33'59"E PVC (SDR35 IE 4 71 33 IE 243 361E - " I � � ) - 3 5 4C3 B �G�zo - �0 6' 75.37 1.00% S89'00 00 E P SDR35) 41 12 14.70' v�i I 4 .4 I \ 44.4 _ �� " 0 50% S88'42'20"E HDPE SD SD IE S7 1 1 "X174'1`37 4- `- 244.83RIM I 6" 1.20% PVC SDR35 4 HDPE 401 _� 35 6 D 240.431E * I 15.88 S89'00 00 ( ) 12 5.00 0.50% N76'0009E / 243 551E N "IE-6 IN ' �� ,�,�� 243.9 M IE T 33 I 12 6 9.82 2.11% S88' 1 E PVC (SDR35) 4�12 2.00 .50% N31'0009E HDPE BMMMMM�6 34 \240.6 -33 0 \ 33 \ ,��• IE IE I • �i4 4'X 4' �4ti • 24 - ..2404 .:.\ 1. I I 13 6" 8.31' 0.50% 89'00'00"W PVC (SDR35) 4� 12" 39.75' 0.50% N15'48'20"W HDPE �' 33) 244.90RIM / v 06SF 338 5 -- BMPS \ 239.581E 33 27 \ ! \ 38 243. RIM 43.15 24396F6' _ IE I I \ `. I I 14 4" 51.82' 1 N46'00'38"E PVC (SDR35) 4� 8" 19.11' 5.08% N34'16'34"W HDPE r 4 I 244.521 1 BMP IE _ BUILDING 4?gF \ \ IE 44.6 \. ' 245.20FF _ - OVERHANG p \ "2S 78 \ 1 27 40•351 4 1E I I I \ I 15 4" 21 1.00% N69'41'05"E PVC (SDR35) ® 6" 146.55' 0.50% S89'00'23"E PVC (SDR35) STA:2+28.1 I I � (nP) _ -7 38 1 IE I I `' I 16 4 4.69' 1.00� N01'00'09 E PVC (SDR35) 4t� 6 2.83 0.50% N46'03 09 E PVC (SDR35) 247.20TC1 C�' I 37 ��. 243.95RIM r35 �` / - 1 1 9 1 . " " (246.70FL) I 4 34 44.4 240.631E = 43.95RIM _ IE \40.961 IN 38 ' 240.641E BUILDING I I I 17 4" 18.70' 1.00% N59'06'37"W PVC (SDR35) 4� 6" 9.69' 0.50% N01'06'40"E PVC (SDR35) \ O \ 1 "X1 (3-0) L L IE 4 .9 I ;38) 14 OVERHANG I \ - I 244.00TIS 243.79RIM \ -+ .J I �) I " 1.00% " " f I I 243.291E // 24 . T 3D 36 I 18 4 3.83 N59'06 37 W PVC (SDR35) 4� 6 7.61 0.50% N00'59 34 E PVC (SDR35) �/ 240.691E 37 ` " / 3" IN 34 IN 243.95,1E 243.M I �} 4 24 �% CON ,j PERFORATED - - - _ _ 4 �- i 19 4" 15.36' 1.00% N01'12'11 "E PVC (SDR35) 5� 6" 6.00' 0.87% N01 *18'00"E PVC (SDR35) 1 Ln 40. 1 S 44. PVC SD ` . _ `._ 1 I D S 3D ...�. I I 24 141E 37 243.701E 6" 9 05' " " Oo I I _ SD f N I 0.87% N38'48 43 E PVC (SDR35 N \ IE� 33 I " 1 0.50% S89'15'53'E FVC (SDR35) ® 6" 29.40 " ) 1 11 36 1 I 21 4 49.98 0.50% N41'01 14 E PVC (SDR35) ® 6 34.79' 24.00% S88 58 45 E PVC (SDR35) + (� 111 N I I,, i 30 3• 243.881E -- 1 I 240.881E 37 33 I 4 I 2 j 77 � � I � � - � � - IE 35 ® 4" 23.66' 0.50% N01'00'09"E PVC (SDR35) 5� 6" 19.98' 1.00y, S01'08'44"W PVC (SDR35) I I I I I a III IE 1. I _ 45.20FF I I 81 �- \ y" 80E\243.44RIM 4" 13.10' 0.50% N01'00'40"E PVC (SDR35) 0 4" 33.19' 1.00% N47'56'29"w PVC (SDR35) ®245.0r7lT 240.901E II 9 i SD 37 U I -246 "'' 8 1 �4 axv 4" 14.64' 0.50% N00'S9'S3"E PVC (SDR35) ® 4" 14.97' 1.00% N46'23'44"W PVC (SDR35) --- / 1 6" 56.45' 13.13% S43'25'29 E PVC (SDR35) 4' 16.68' 1.00% N01'26 51 E PVC (SDR35) WUJ 30) LI � I � � 244.60TG � 25 •-.I 243.541E - I 48 - - / 1 I SUB -DRAIN PER _- 33 4 I I / �6 6" 95.94' 2.00% N01'00'09"E PVC (SDR35) © 4" 54.91' S89'04'41"E PVC (SDR35) i I 4 4 ? 1 ,61 ARCHITECT 37 SD 1 39243.441E J 1.50% 1 -24 II 36 25 F r / ® 6" 27.55' 2.00% N59'49'31"E PVC (SDR35) 60 8" 40.58' 0.80% N34'16'34"W PVC (SDR35) f 1 m 4 246 i 33. o I 2 3fi) 1E IE 7 IE I 253.371E SD 2.271E SUB -DRAIN PER 12" 9.78' 0.50% N23'29'33"E PVC (SDR35) 6 4" 35.30' 1.00% N41'03'10"W PVC (SDR35) Y 250.001E S - S -- I ARCHITECT 7 - - 78 " . 33> d0 I 33, e 1 252 � ?� / 243.44RIM � 12" 94.05' 0.50% S88'47'07"E HDPE © 4" 9.04' 28.00% N43'42'20"W PVC (SDR35) 252 252 - - 33 P CHITECT / / 240.901E 1 IE -- I ? 243.44RM 12" 23.40' 0.50% N46-19'37"E HDPE STORM DRAINNOTES: OT0 BS•WATER TIGHT W 254 81 81 37 33ORM IM 3_601OOE 36249.80E P ARCHITECT % C S - D // 24o•9olE 31 12" 23.51' 0.50% N01-19'37"E HDPE 2. INSTALL PER MANUFACTURER SPECS, U.O.N. 1. _ 25 255.00RIM 25 I 247.371E a:.• "IN 4 F / f I 60 pilimmir, SO 34 - - - - - - - 1 "X1 " +301 35 _ � 35 4 T 36 - 256.70TG - - 256.24RIM - - - SDCO251.201E 2.601E-0 0, I 4731 81 - 1 • 254.64I -<, 253.741E 252.891E 250.941E 1E J I 37 ' 1. 250.00 g �I 3 - - = 6 1 { 35256.30RIM 64'N4 IE 252.251E-IN 2 4 p 247.491E - - 1 73 M E 4 .7 4 ', 249.731E-OUT IE ' I ;STORM DETENTION PIPE 247 OIE-IN F 1 IE / - STORAGE VOLUME y 4 44 36"X,361 30' }� RROVIDED: 4,906 CF s I / 255.29TC II \ (�y 29 / 252.461E p 11 34 249.461� 35 35} 35 .�. 7 T 35 252 29RIM wEnANDMEDIA CA BED VEGETATION—_ rE1P/1CSIC C/L PATENTED UNk7PA41W ESTABLISHMENT HATCH PERIMETER MyliLiD MEDIA VW AREA DRAAV DOWN LINE h I I L __ 6-- 6-� 8'-0' 6" 1N1t7 PLPE OUTLET PIPE 9'-0"- SEE NOTES SEE NOTES LEFT END VIEW PLAN VIEW CA 4- CA 156.J4 {I RAW/FG 254.51 PEAK hGC t FLOW CONTROL - + 25 .20 G 256.84RIM 256.41 RIM _ RISER � / 253.501E 253.991E 254.371E �S6 252.249.561E INSTALLA CITES 1£ 1N 249.621E 2E I BMP2 r ( N. 1. CONTRACTOR TO E ALL LABOR, EQUIPMENT, Al4TFRIALS AND j \ 52.29Ej N I INCIDENTALS REOUI OFFLOAD AND INSTALL THE SYSTEM AND _- .� •„: APPURTENANCES IN AC £ WITH THIS DRAWING AND THE 6 RISE" 7SD SD SD SD $D 35 26 I MANUFACTURERS SPECIRCA NLE. OTHERWISE STATED IN 6"� 4'-0' 6 _ /(6)0 0 252.29RIM 40 1 I I AGMOUFACTURERS CONTRACT �5'-0' I ~ RIGHT END VIEW 9 249.651E \ I 1. UNIT MUST BE /NSTALLED ON LEVEL MANUFACTURER \, / \ \ \\ = 8S ( I THEPROJECTENGINEER CONTRACTOR IS UNLESS TOVERIFY BY ELEVATION VIEW NA \ A6 i TREATMENT FLOW (CFS) 0,110 \ _: \ v. U;=-' \- W:-'` \// \ I I PROJECT ENGINEERS RfCOWM£NDfD BASF SPEC S. 57 _, . .,_. _ _ 4 CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL cTING NTERNAL BYPASS D SCLOSURE. '�_ ' ^.0 "" 1 I PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFAC 1 THE DESIGN AND CAPACITY IOF THE PEAK CONVEYANCE METHOD TO BE REVIEWED .. .. _ .. 1 OPERATING HEAD FT 31 R _ _... e ,� CONCRETE (PIPES GWNOT INTRUDE BEYOND FLUSH). INVfR AND APPROVED BY THE ENGINEER Of RECORD HCL(S) AT PEAK F10W SHALL BE PRETREATMENT LOADING RATE (GPM/SF) L9 d1 38 81 d1 OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOO . ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS O I I / I J 3d ALL PIPES SHALL BE SEALED WATER TIGHT PER U4NUFACTURERS ACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY WETLAND MEDIA LOADING RAZE (GPM/SF) LO o I 1--7 255.171E �, {�' 1�. 256.461E � STANa4RD CONNECTION DEVIL I +� 251.931E 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MW5-L-4-8-5 -4 -V CONSTRUCTION NOTES p PRECAST CAT ASIN PER DETAIL 'W' ON ®g HEADWALL TYPE 'A' PER SDRSD D-30 ON © TYPE 'G-2' CATCH BASIN PER SDRSD D-08. MOHOLES AND HATCHES. CONTRACTOR TO GROUT ALL "4NHOLES AND STORMWA TER BIOFILTRATION SYSTEM SHEET C ® 3' PVC DRAIN LINE 0 1.0% U.O.N. SHEET C16 SEE FLOW CONTROL INFORMATION PER DETAIL 6HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIREO OTHERWISE STANDARD DETAIL . VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH © BIOFILTRATION BASIN PER DETAIL 'S' ON SHEET 31 PRIN P DETENTION STORAGE PIPE. INSTALL ®TYPE 'G-1' CATCH BASIN PER SDRSD D-08. B0 WALL SUB -DRAIN COLLECTOR PIPE, 4" PVC X' ON SHEET C10 WGUINSTALLA77ON MUST ED BY OTHER DRIP OR SPRAY IRRIGATION SUPPLIED AND C10 P HEET C1 1 AND MANUFACTURER SEE FLOW CONTROL INFORMATION PER DETAIL TIGHT -LINE SLOPE AT 0.5% MIN TO OUTFALL ® WALL SUB -DRAIN CONNECTION TO COLLECTOR 7 CONTRACTOR RESPONSIBLE FOR CONTACTING BID CLEAN FOR ECIFICATIONS. BURRITO WRAP CLASS 1 'X' ON SHEET C10 PIPE ACINATION OF UNIT MANUFACTURERS WARRANTY IS VOID WITH OUT © BIOFILTRATION BASIN PER DETAIL 'T' ON SHEET PROPER ACTIVATION BY A 8/0 CLEAN REPRESENTATIVE. �OFESS/0& C10 TRENCH BACKFILL WITH AASHTO M288 CLASS 2 STORM DRAIN CLEANOUT PER SDRSD SC-01 ON q ® 61 81 RETAINING WALL SUB -DRAIN PER DETAIL H ON GENERAL NOTES �O p l� NON -WOVEN FILTER FABRIC PER MANUFACTURER SHEET C14 O SLOT DRAIN W/ 0.5% SLOPE & 0.5" MAX 2 ,$ ©BIOFILTRATION BASIN PER DETAIL U ON SHEET SHEET C9 I MANUFACTURER TO PROVIDE ALL AIATERIALS UNLESS OTHERWISE NOTED. ti� �P DETAILS. MAINTAIN MIN. TEMP. COVER PER OPENINGS MODEL 7000 SERIES OR APPROVED 1 ALL DIMENSIONS, ELEYADONS, SPECIRCADONS AND CAPACITIES ARE SUBJECT TO v_) C10 6 AREA DRAIN PER DETAIL V ON SHEET ON ® CURB OUTLET PER SDRSD D-25 ON SHEET CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS �Ai U m = MANUFACTURER REQUIREMENTS DURING EQUAL. SEE SHEETS C5 & C6 FOR ELEVATIONS ® MODIFIED CURB OUTLET PER SDRSD D- SHEET C10 C15, MODIFIED WITH DUAL CHAMBERS AND AND ACCESSORIES PLEASE CONTACT BIO CLEAN �� w CONSTRUCTION FMr C 75822 SHEET C15, MODIFIED WITH LOCKING MODIFIED STORM DRAIN CLEANOUT PER DETAIL ®PERMEABLE PAVERS SUBDRAIN PER DETAIL 'Q ©STORM DRAIN CLEANOUT TYPE A6 PER SDRSD 2�CKING LID 0' 10' 20' 40' _ BIOCLEAN MODULAR WETLAND L- -V-MWS, ® ON Y � SHEET C10 ON SHEET C9 D-9 ON SHEET C16 SEE DETAIL ON SHEET C11 ® WALL OPENING FOR UTILITIES PER STRUCTURAL ® ADA COMPLIANT SOLID COVER PLANS SCALE 1" - 20' SITE SPECIFIC DATA PROJECT NUMBER 8793 ORDER NUMBER ---- PROJECT NAME SUNSET HCH SChOOL PROJECT LOCATION ENCINITAS, CA STRUCTURE ID ---- TREATMENT REWIRED VOLUME B4SE0 (CF) FLOW 84SED (CFS) N/A 0.110 TREATMENT WL AVAIL48LE (FT) 3.2 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 1.68 PIPE WA LE. M4TERIAL DIAMETER INLET PIPE 1 152.25 HDPE 12' INLET PIPE 2 N/A OUTLET PIPE 250.91 HDPE 12' PRETREATMENT BLOFILTRATION DISCHARGE RIM fL£YAIION 256.34 156.J4 256.34 SURFACE LOAD PEDESTRIAN N/A PEDESMW FRAME R COVER 36' X 36' OPEN PLANTER N/A WETLANDM£DIA VOLUME (CY) 2.71 OR/FIL'E SIZE (DIA. INCHES) 01.52' PRELIMINARY NOT FOR CONSTRUCRON C LAP. 06-30-20 P �i d ■ • 1 N ■ • �TgrF C I o_ 6390 Greenwich Drive. Suite 170. Sun Uiegu, ('a lilorn ' I" OF CALF te185N.554.1500 C fax H58.397.0335 C www.fuxcvu.con CHANGE N0. CRIPT10N APPROVED DATE BENCHMARK AS -BUILT APPROVAL I N D BY___ w CH K ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPART DRAWING NO. AN VOID THIS SHEET SI M 2,49�2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL 11) PROPRIETARY AND CONFIDENTIAL- PEiLANCS Air forfimm,Xwo" h m Doculaw a Pit �iowCl�an mvNO .wo �rs nrs MCI" R- I -1 - Usm ap KW M'Y Rl9I R,ptC1Y, W r d` USER ,antdx�tn CN r[,ws0.�1.1. ),q,R nu+e a� "w a N Nn 11twt]P MM W/ RE wNIiU/ Qk6TM1 Or /0P/E1lIN A 1•flttn• cowyew CORNER OF CONCRETE DROP INLET 9/2021 UBLIC WORKS DATE: 7. 3 19 684 REQUEZA STREET pp - �Ovv LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE BR N D. SMITH C�_JL- _ ENCINITAS, CA 92024 RIVEW T INTERSTATE HIGHWAY AT THENNING - R.C.E. NO.: C 75822 JESS OWENS WARD J. WIMME SAN DIEGUITO UNION HIGH SCHOOL DISTRICT 1 NORTHEAST RETURN INTO SCRIPPSPIT REVIEW CITY ENGINEER APN: 258-122-35-00 & 258-122-36-00 RECORD FROM: POINUMBER ELEVATION 1 1048 PER ROS 18416 CITY NEER DATE BRYAN D. SMITH EXP.: 06-30-2020 DATE S �'� DAB/- / ' PLANNING CASE N0: 18-117 ADR PMW CDP STORM DRAIN PLAN SHEET 11 16 INSPECTOR DATUM: NAVD88 16\PLANS\PRECISE GRADING\307-016-GP-1ISD.DWG (07-03-19 7:52:59AM) Plotted by: Lizette Solozor 1 1 1 I 1 j 1 ' 1 • � ' ■��Il�llal' 47 0 it f O/' 447.491E I - G Z m ml 0 12 A H N : � - 22- 1 U PRIVATE STORM DRAIN DATA TABLE PRIVATE STORM DRAIN DATA TABLE A P N : 258-122 �9 LINE # SIZE LENGTH SLOPE DIRECTION/DELTA MATERIAL LINE # SIZE LENGTH SLOPE DIRECTION/DELTA MATERIAL N22°38'04"E HDPE � 12" 32.07' 1.80% N01°17'40"E HDPE � 35 1 18 39.46 0.35% \ 236 18" 42.98' 0.35% N61 °49'09"E HDPE 12" 20.78' 1.80% N46°17'40"E HDPE - - - - - - - - - - - _ 18" 20.17' 0.35% N01 °00'03"E HDPE �4 12" 45.72' 1,80% S88°42'20"E HDPE 243.311E - ------ 33 43.681E 33 3" PVC 33 3 P 4 \ 0 1.77% ® 1 61% 33 33 _ C 35 18" 3.15' 0.35% N46'00'09"E HDPE 700% 6" 79.04' S88°40'23"E HDPE D------------------ --� 243.18 35 D N01 °00'09"E PVC (SDR35) S 244.101E D 244.101E D 243.811E 243.25 - . . �l 5 243.41 243.76 244.27 18 4.14 0.35% S88°59 51 E HDPE 3 6 96.59 0.50% IE IE IE IE L$IV1P4'-._ � �� 1 ) » » =` © 18" 153.86 0.35% N01 °00 00 E HDPE 0 6 76.39 0.50% N01 °00 18„ E PVC (SDR35) 35 SDCO 43.18F25 1 245.10FF 243.18RIM 7� 18" 11.14' 0.35% N44°00'00"W HDPE �8 4" 16,23' 7.61% S88°53'04"E PVC (SDR35) 240.621E 1 - -638S / \ SDCO 24"X24" CB 44.02TW \ �245.00RIM \ .7 30 74 39 43.181E 1 ® 12 73.29 0.35% N01 °00 00 E HDPE 39 4 16.70 13.37% S89°13 05 E PVC (SDR35) 5.0 IM 239. 61E 244. IE 9.49E 4 239.571E 244.071E 240.121E E43.43 33 36 0 243.76TG 77 g 12 97.56 0.35% 244.961E „ » " 243.361E N67°29 47 E HDPE 40 6 36.28 11.38% N67°33 59 E PVC (SDR35) S 244071S 1 SD 33 e -y I » 75.37% S89°00'00"E 121470S88°42'20"E HDPE 244:2 0$. p50%18"X18"C 30 74 I 38 �„ - 19 - - - - I 244.83RIM I " 1 » » �D 2 431E I I 11 6 15.88 1.20% ) S89°00 00 E PVC (SDR35 4 12 5.00 0.50% N76°00 09 E HDPE 240.12 240.201E 333= SDC 35 62 244.99T 36 0 D _ " _ 12 13 244.3 243.551E IE 33 12 6" 9.82' 2.11 % S88°59'51 "E PVC (SDR35) 12" 2.00' 0.50% N31 °00'09"E HDPE 243. 0 . IF B 44 fi2T 34 240. 33 244.30 IE 60 243.55 \ 15 33 3.9 IE I » 4 Y A24'CB .1 D - 37 11 �.2 5 y 2 4 A I 13 6 8.31 0.50% N8900 00 VV PVC (SDR35) 4� 12 39.75 0.50% 415'48 20 W HDPE 244.90RIM vSD 60 =606SF 35 38 BMW .'. 239.581E 33 382 SDCO .244.34 „ 27 `-`• 243.95 243^961LL o I I 14 4" 51.82 1.00% N46'00 38 E PVC (SDR35) 4� g 19.11 5,08% N34'16 34 W HDPE 244.521EI. IE y. ."� 243.9-38 243. RIM IE 60 IE �� BUILDING �'- 43F II'.243.95' '. 244.6234. �. 27 .`.' 245.20FF 2 .0 - H 1 ) » 1) 1 ) " IE '-"-"-" 40.541 244.38 I \ 15 4 21.24 1.00% N69°41 05 E PVC (SDR35) 4 6 146.55 0.50% S89'00 23 E PVC (SDR35) OVERHANG 10 \ _ A=60E;S� 243 95 3g (TYP) 78 27 LL SDC 35 1E IE S \ » (SDR35) " N46°03'09"E PVC SDR35 243.7 38 37 243.95RIM 35 DCO � � 244.20 \ 16 4 34.69 1.00% NOl °00 09 E PVC SDR35 4 6 2.83' 0.50% (SDR35) 46 v� 244.46 24®.631E 243.95RIM IE 9 33 v 34 240.961 N 240.641E 33 . G " " " " 12"X12"CB 30 240.4 - UT 243.9 38 ` 43.951 38 17 4 18.70 1.00% N59°06 37 W PVC (SDR35) 48 6 9.69 0.50% N01°06 40 E PVC (SDR35) 0 LL SDCO O IE 14 OVERHANG \ I LL SD O 243.79RIM - (TYP) 243. 0 243.91E 0 � 33 244.2 IE 244 91E 245.09TG3B 245. 8T 36 IE 18 4" 3.83' N59°06'37"W PVC (SDR35) ® 6" 7.61' 0.50% N00°59'34"E PVC (SDR35) 240.491E 1.00% O 33 37 3" IN 243.951E 243. 11E 1 61 SLOT DRAIN 4 a 60 " 1.00% 9' PVC SDR35 8 ° PVC SDI � 244.251E NFr.T PERF 1'� MEAN n® / 243.241EN38*48'43"E PVC (SDR35) ®��ii■I 1 : --�®ice■ a =am=®� rrr�o . I IL-- � • III .1 , /� ' I�� ,- .- --.-- --�-- -•__� _ --;.:1 . _ •l'�� I • -i��s� - - IT�iI l- -- _ _ 0�...® _ II �,�Irai►:AllraiLy=l��o • •I��® I 244.13 N01'00'40"E PVC (SDR35 N47*56'29"W PVC (SDR35) I �- •� i111` 1 I � IC, .1 T Mmi, mom= mmm �,t-.11 _ _ _ III `m 1 �® ; �I®III� _ _ I _ _ ��lu - - - i�1�f=� :/ I1.� lcl�_� �11�►�� QI • III ® ,, \ I le_.III - - ,I--.�- _I. IIIN�\h momm mm „ -- I - [.r�irrer I I ,, _ _ I 11 II ��..11��j i �® III ® �, n\ � ' � • . . .. 0000. .. . . , O.M. �I - re/I�® I -11 r. 11 I` II _:•_I�.i.` i-, r �, /. ® I I ----- . , Ilr� �I III/ " ' ' ' ' ' - : . - - i' , mom= mmm ® 1 ISUB-DRAIN PER �25_• �1 1 mom= S88'47'07"E N43*42'20"W ®m �_�%� 1 I ,,.,j ��,► .// m UBDRAIN mom= -,1y 1/ ® �•. ��I�IINI�m � I■. ®N�o�lmommolm �Emo mi�.� �,y,��1, 0®®® ------------- CONSTRUCTION NOTES BIOFILTRATION BASIN PER DETAIL 'S' ON SHEET C10 © BIOFILTRATION BASIN PER DETAIL IT' ON SHEET C10 © BIOFILTRATION BASIN PER DETAIL 'U' ON SHEET C10 ® MODIFIED CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH LOCKING LID BIOCLEAN MODULAR WETLAND L-4-8-V-MWS, SEE DETAIL ON SHEET C11 CHANGE NO. DESCRIPTION Al NEW SHEET. AS -BUILT GRADING PLAN SET u (A v 12'X12'C I 257.2OTG 32 - - - 6. 30 3525fri4Rlk� SD SD 6 SDCO 35 254 OTG 36 8 I - •6 - 31 g1 256.70TG 251.351E-3'I 4.64RI 251 OIE -t!� 252.891� 250. I I 250.00 - - - � 29 256.34RIM O IE 252.251E_1N 45 253.431E INSCOE HP 73 4.9 RIM 248.3 7 31 M DETENTION PIPE 24 OIE-IN 248.211 I _ RAGE VOLIkME OVIDED: 4'06 CIF I I 30 25»X 9TG 248.581E I Q 2 .461E �J I I II G 249.461252.79T 1 I N35 330 -0 SDCO 35 35 SD�CO (35)SDCO N / /.. .. i 2bb SITE SPECIFIC DATA PROJECT NUMBER B793 ORDER NUMBER ---- PROJECT NAME SUNSET HIGH SCHOOL PROJECT LOC417ON ENCINITAS, CA STRUCTURE ID ---- 7RE47M£NT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) N/A 0.110 TREATMENT HGL AVAILL40LE (FT) 3.1 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 2.66 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 252.25 HDPE 12' INLET PIPf 2 N/A N/A N/A OUTLET PIPE 250.92 HDPE 12' PRETREATMENT BIORLT9477ON DISCHARGE RIM ELEVAPON 156.34 256.34 256.34 SURFACE LOAD PEDESTRbN N/A PEDESTRIAN FRAME - COVER 36' X 36' OPEN PLANTER N/A WETUNDMED14 VOLUME (CY) 2.71 ORIFICE SIZE (DIA. INCHES) 01.52' NOTES• PRELIMINARY NOT FOR CONSTRUCT ON. WETUNDMED/A BED I ,.- .y . <„ W ,,. , VERTICAL PLANT PLANT PATENTED e-. ...: UNDERDR41N ESTABLISHMENT PER/METER i 3 A MAN/FOLD MEDIA VOID AREA = , DRAIN DOWN LINE-, I I h I 14 k � I I \ l` Y• • e I -- - 6 8 =0' 6' 9' 0' INLET PIPE OUTLET PIPE SEE NOTES SEE NOTES LEFT END VIEW PLAN VIEW C/L Ak 256.34 RIM/FG 254. PEAK HGL I F- ' ; �;: � +,� I I ,-,ts�•.,-:4 25215 FLOW CONTROL 256.84RIM 256.41 RIM 253.991E 254.371E 252.29RIM • LL E INSTALLATION NOTES 249.621E BfV1P2`-' IE /N 14 1. CONTRACTOR TO PROVIDE ALL LABOR, EOUIPMLNT, MATERIALS AND I _ 52.29f ' y. n , cv Ij INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THf SYSTEM AND lE OUT - APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 6' M/ BASE DC 26'J+• I SD 6 SD S D 35 �` . �,� - MANUFACTURERS SPEClF7CAAONS, UNLESS OTHERWISE STATED IN 6" 4 -0 6" . 60 60 252.2 IM 40 MANUFACTURERS CONTRACT. 5'-0' RIGHT END VIEW 8 39 4 I \ l 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY ELEVATION VIEW THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY 61 INTERNAL BYPASS DISCLOSURE: TREATMENT FLOW (CFS) G.110 PROJECT ENGINEERS RECOMMENDED BASE SPECIf7CA770NS 4. CONTRACTOR 70 SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG OPERA77NG HEAD (FT) 3.2 PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD 70 BE REVIEWED CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE PRE7RE47MENT LOADING RATE (GPM/SF) 1.9 81 36 81 36 81 OUTFLOW PIPE MUST BE FLUSH WI77L DISCHARGE CHAMBER FLOOR. ASSESSED 10 ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS - 36 ALL PIPES SHALL BE SEALED WATER 77GHT PER MANUFACTURERS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. WETLAND MEDIA LOADING RA7E (GPM/SF) 1.0 5 I I III STANDARD CONNECTION DETAIL. MWS-L-4-S-S� 4��-V 5. CONTRACTOR RESPONSIBLE FOR INSTAUA77ON OF ALL RISERS, 30 PRECAST CATCH BASIN PER DETAIL 'W' ON O 33 O 3 PVC DRAIN LINE 1.0% U.O.N. 39 O HEADWALL TYPE 'A' PER SDRSD D-30 ON TYPE 'G-2' CATCH BASIN PER SDRSD D-08. ©SEE MANHOLES, AND HA7CHES. CONTRACTOR To GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. STORMWATERBIOFILTRATIONSYSTEM SHEET C10 SHEET C16 FLOW CONTROL INFORMATION PER DETAIL 6. VEGETA77ON SUPPLIED AND INSTALLED BY OTHERS ALL UNITS NTH STANDARD DETAIL O PRINSCO HP DETENTION STORAGE PIPE. INSTALL 31 34 O TYPE 'G-1' CATCH BASIN PER SDRSD D-08. 6O O WALL SUB -DRAIN COLLECTOR PIPE, 4" PVC 'X' ON SHEET C10 VEGETA77ON MUST HAVE DRIP OR SPRAY IRR/G4770N SUPPLIED AND INSTALLED BY OTHERS PER SHEET C1 1 AND MANUFACTURER SEE FLOW CONTROL INFORMATION PER DETAIL TIGHT -LINE SLOPE AT 0.5% MIN TO OUTFALL ® WALL SUB -DRAIN CONNECTION TO COLLECTOR 7. CONMC70R RESPONSIBLE FOR CONTAC77NG 8/0 CLEAN FOR SPECIFICATIONS. BURRITO WRAP CLASS 1 'X' ON SHEET C10 PIPE AC77VA77ON OF UNIT MANUFACTURERS WARRANTY IS VOID WITH OUT PROPER AC77VA77ON BY A 8/0 CLEAN REPR£S£NTA7IVE. TRENCH BACKFILL WITH AASHTO M288 CLASS 2 35 STORM DRAIN CLEANOUT PER SDRSD SC-01 ON 61 O g1 RETAINING WALL SUB -DRAIN PER DETAIL H ON GENERAL NOTES Q0ESS/pN �O p q� NON -WOVEN FILTER FABRIC PER MANUFACTURER SHEET C14 SLOT DRAIN W/ 0.5% SLOPE & 0.5 MAX SHEET C9 1. MANUFACTURER TO PROVIDE ALL MATERINS UNLESS OTHERWISE NOTED. � s�� <7' DETAILS. MAINTAIN MIN. TEMP. COVER PER MANUFACTURER REQUIREMENTS DURING 36 AREA DRAIN PER DETAIL V ON SHEET ON OPENINGS MODEL 7000 SERIES OR APPROVED EQUAL. SEE SHEETS C5 & C6 FOR ELEVATIONS gg CURB OUTLET PER SDRSD D-25 ON SHEET 2 ALL DIMENSIONS, ELEVA77ONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS �Q� CD 00 = m CONSTRUCTION SHEET C10 PERMEABLE PAVERS SUBDRAIN PER DETAIL Q STORM DRAIN CLEANOUT TYPE A6 PER SDRSD C15, MODIFIED WITH DUAL CHAMBERS AND -LOCKING LID NEW SHEET AND ACCESSORIES PLEASE CONTACT 00 CLEAN. ,�e =_ I C 75822 II FIJSCOE MODIFIED STORM DRAIN CLEANOUT PER DETAIL � ON SHEET C9 © D-9 ON SHEET C16 0 10 20 40 Y ON SHEET C10 38 WALL OPENING FOR UTILITIES PER STRUCTURAL ® ADA COMPLIANT SOLID COVERIiiii PLANS SCALE• 1 " = 20' PROPRIETARY AND CONRDENDAL: "0°J`A INFORM477(N/ COMAMED IN THIS DOCL#,W LS THE SOLErr,��,cnrIronPROPERTY Biow OF FORTERRA AND ITS COMPANHS. THISDOCUMENT,V, j;�]nINE Pavr HEREOF• eE uSEO• cm p„ a ,. „raZ OR /N ANY WAMR IaM OU/ THE WRIREN CONSENT OF fORIERRA. RV A Y TH OMW EXP. 06-30-2 Ills. L N 0 1 N I■■ I N O qT C I VIA 6390 Greenwich Drive, Suite 170, San Diego, California 92122 F OF CA�-�F tel 858 554 1500 a fax 858 597 0335 c www fuscoe com APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. L.S. SIRN 2/9/2021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INLET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 12/17/2020 R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06-30-2020 RECOMMENDED: APPROVED: �u, y JESSE OWENS ED ARD J. WIMMER CITY EN N ER - I DATE DATE GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT Al 258-122-35-00 & 258-122-36-00 PLANNING CASE NO: 18-117 ADR PMW CDP STORM DRAIN PLAN 14088 - G PUBLIC WORKS Nfl DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BR N D. SMITH DATE Steye/No-wak 2/9/2021 PLANNING NA ---- C11 NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITA REVIEWER JQO 2/q RECORD FROM: POINT NUMBER 1048 PER 1 18416 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK Z/a SHEET11AOF 16 ■ F:\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-1ISD.DWG (12-17-20 11:28:59AM) Plotted by: Lizette Salazar API\], 258-122-30 ®® STA 3+34.61 CONNECT TO EX. 6" SEWER I (231.9±IE) a (244.5±FS) a 241.1 PT6 fi FIRE (240.16TP-12"WTR) `DI �I ® 50 STA 2+ 9.40 CONNECT TO EX. 8" WATER 85 THRUST LOCK (9.3SF ®® STA + 6.9 CONNECT TO EX. 8" WATER I I UUNNLUI IU EX. 8" WATER I f I I CAUTION EX. 2 H.P. GAS I Qod I �I to C , f� G w� II w Q iilillil N X S: A.G PLUG STA 1+56.94 EX. RECYCLED WATER ER VICE Q O_ N w I w I 3 � I JI II � r256.0±FS 40 249.2 8 FIRE �� (249.7±BP-16'WTR) I +. (252.4±BP-2"GAS) EX. 8" WATER (SEE WATER CONNECTION DETAIL) / MR C? 6 I WATER A I I A BFP - W - -i _w DEMOLITION NOTES Lf LAIJIINV IU tit NLMUVLU �B EXISTING TO BE RELOCATED © EXISTING TO REMAIN, PROTECT IN PLACE �D DRY UTILITIES TO BE COORDINATED WITH UTILITY PROVIDER, SHOWN FOR REFERENCE ONLY 0 CAP AT RIGHT OF WAY F❑ SANDBLAST EXISTING PAVEMENT STRIPING © ABANDON EXISTING SERVICE AT MAIN PER WAS WS-08 [CHANGE. DESCRIPTION APPROVED DATE 1 AS -BUILT GRADING PLAN SET I S2N 1 2191202. APJ\J; 258J J2JJ0 ' API\J,j 258J 12f 1JJr CONSTRUCTION NOTES: ® INSTALL TWO (2) 2-INCH WATER SERVICES AND METERS PER WAS WS-02 AND WC-17 ® CONTRACTOR TO POTHOLE AND FIELD VERIFY LOCATION, DEPTH, AND SIZE PRIOR TO COMMENCING CONSTRUCTION ® INSTALL TWO (2) 2-INCH REDUCE PRESSURE BACKFLOW PREVENTERS PER WAS WR-01 ® 4 PVC SEWER LATERAL PER WAS SS-01 2 RECYCLED IRRIGATION SERVICE AND METER PER WAS WS-02 ® AND WR-04. TRACER WIRE SHALL BE INSTALLED WITH NEW ® SEWER CLEANOUT PER WAS SC-01 RECYCLED WATER SERVICE 8" FIRE SERVICE PER WAS WF-05, MODIFIED WITH DCDA PER WAS ® 6" FIRE HYDRANT ASSEMBLY PER WAS WF-01 49 WF-05 , MODIFIED WITH DCDA ON SHEET C16 MODEL AMES COLT SERIES C300, C300NTRENCH 44 6" FIRE SERVICE PER WAS WF-05, MODIFIED ON SHEET C16, MODEL AMES COLT SERIES C300, WITH DCDA W/ FDC C300N, AND RESURFACE PER SDRSD G-24A & G-24B ON SHEET C15 ® PROVIDE SLEEVE THROUGH WALL 51 TRANSFORMER PAD PER ELECTRICAL PLANS BENCHMARK AS -BUILT APPROVAL DESIGNY: AL 5. 6. \ /�\ 7. 8. 9. 10. I 11. 12. I 13. I 14. 15. I 16. I 17. =1 r I 18. I ITES FOR UNDERGROUND FIRE SERVICE, HYDRANTS & SPRINKLERS PRIOR TO INSTALLATION, ALL PLANS AND SPECIFICATIONS SHALL BE APPROVED BY DSA. REFER TO DSA IR A-25 FOR DESIGN, INSTALLATION AND MAINTENANCE GENERAL REQUIREMENTS. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS 2) FOR HYDROSTATIC TESTING, AND 3) FOR FLUSH INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2016 EDITIONS CFC, NFPA 13 AND NFPA 24 PRIVATE FIRE HYDRANTS SHALL BE APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2j" AND ONE 4" OUTLET. THE 4" OUTLET SHALL FACE THE FIRE DEPARTMENT ACCESS ROAD. ALL OUTLETS SHALL BE PROVIDED WITH NATION STANDARD THREADS (NST). NFPA 24, 7.1.1.2. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN DIAMETER. THE CENTER OF THE HOSE OUTLET SHALL BE NOT LESS THAN 18" ABOVE FINAL GRADE OR, WHERE LOCATED IN A HOSE HOUSE, 12" ABOVE THE FLOOR. NFPA 24, 7.1.1 & 7.3.3. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. NFPA 24, 7.2.3. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. NFPA 24, 7.1.1.1 ALL PIPING SHALL BE LISTED FOR USE IN FIRE PROTECTION SERVICE AND COMPLY WITH AWWA STANDARDS (CLASS 150 MINIMUM) CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. NFPA 24, 10.1.1 & 5 ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER INSTALLATION. NFPA 24, 10.3.6.2 BACKFILL SHALL BE WELL TAMPED LAYERS TO CONSIST OF 6" MINIMUM BED OF CLEAN FILL SAND OR PEA GRAVEL BELOW AND 12' ABOVE THE PIPE (TOTAL 18" MINIMUM). NFPA 24, 10.9.1 FITTINGS SHALL BE OF AN APPROVED TYPE. NFPA 24, 10.2.1 A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE PROVIDED. NFPA 24, 10.4.4. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. BACK -FILL BETWEEN THE JOINTS TO PREVENT MOVEMENT OF THE PIPE. PROVIDE DETAILS AND CALCULATIONS FOR SIZING THRUST BLOCKS BASE ON ACTUAL SOIL CONDITIONS. NFPA 24, 10.8. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, WHICHEVER IS GREATER) SHALL BE PERFORMED. NFPA 24, 10.10.2.2.1. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM OF 4" HOSE OF PIPE. NFPA 24, 10.10.2.1. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION, VALVES SHALL BE MONITORED IF THEY SERVE 20 OR MORE SPRINKLER HEADS. CBC/CFC 903.4 ALL CONTROL VALVES SHALL BE LISTED INDICATING TYPE UNLESS A NON-INDICATIN VALVE, SUCH AS AN UNDERGROUND GATE VALVE WITH APPROVED ROADWAY BOX COMPLETE WITH T-WRENCH, IS ACCEPTABLE TO AUTHORITY HAVING JURISDICTION (AHJ). NFPA 24, 6.1.1. POST INDICATING VALVES (PIV) SHALL BE TESTED TO INSURE THAT THE "TARGETS" (OPEN CLOSED) ARE CLEARLY IDENTIFIED WHEN VALVE IS OPENED AND CLOSED. NFPA 24, 10.10.1 & 14.1. TESTS SHALL BE MADE BY THE INSTALLING CONTRACTOR IN THE PRESENCE OF THE (AHJ). PROVIDE A COMPLETE CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING TO DSA. NFPA 24, 10.1 O 1 & 14.1, CFC 901.5 & 6. 262 2 8" ACP PER DWG. \ �•; ;N; WO-82-113 258 D r TRANSITION COUPLING ::.r j / •;•,-,. . . / JOINT RESTRAINT 256 �.;'� y 17 / SYSTEM — / / 8" PVC zs4 / 2" MAV PER WAS WA-07 4 MIN. / 8" RWGV FLGxPO PER WAS 252 �� WV-02 W/ THRUST BLOCK 85 SEWER PER / / 8"x8"x8" FLG TEE 8" RWG LG 25 EP PLANS / W/THRUST BLOCKS (16.1 SF) 85 TEST PLATE FOR 248 CHLORINATION AND PRESSURE TEST " 8" RWGV FLGxPO PER WAS 246 �I 8 PVC WV-02 W/THRUST BLOCK 85 4' MIN. 244 LII 2" BO PER WAS WB-06 JOINT RESTRAINT < I I SYSTEM 242 \ =1 TRANSITION COUPLING \� I 24 8" ACP PER DWG. WO-82-113 WATER CONNECTION DETAIL 23 NOT TO SCALE 0+ .LC615 85 DOMESTIC WATER DATA TABLE LINE # LENGTH DIRECTION/DELTA SIZE & MATERIAL 10 15.90' N01-00-09"E 2" COPPER 15.89' N01.00'09"E 2" COPPER 3� 40.65' N01-00'09"E 3" COPPER • •I I — _ -A- - ^� I THRUST BLOCKS TO BE INSTALLED PER WAS WT-01& WT-02 FOR ® ALL WATER AND FIRE LINES 4" AND LARGER. SEE SHEET C16 0 EXISTING EASEMENT NOTES w o 00 r- w p R/W 262 Li 3 to +_ SITE 26( +. N O N C., O 00 a W o a w o N W EX. SURFACE 258 _ ` I 256 Z I � 254 z m 8" FIRE SERVICE 252 CONNECT TO PROPOSED - 25( FIRE BACKFLOW 248 Y Ln Y 246 PO 3"00 oa_o3Oc— m — m O N 244 - F za 0 ai ai +v Zckfr +.d CD N O O N m m 3 242 Z o � ap in in Z w a s to I- t a a to 8" FIRE SERVICE PROFILE STAT:0+99.39 0+ SCALE: HORIZONTAL: 1 =10 VERTICAL: 1 "=5' PRIVATE SEWER DATA TABLE LINE # SIZE LENGTH SLOPE DIRECTION/DELTA MATERIAL 0 6" 22.91' 2.00% N41.28'11 "E PVC (SDR35) 2 6" 46.97' 8.15% N41.28'11 "E PVC (SDR35) 3O 4" 35.03' 6.51 % NO1.05'31 "E PVC (SDR35) 4 4" 73.43' 1.90% S89.00'00"E PVC (SDR35) FIRE DEPARTMENT NOTES: 1. INSTALL TWO-SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4"-6" FROM CENTER LINE ON HYDRANT SIDE 2. INSTALL "GREEN DOT" REFLECTIVE FIRE DEPARTMENT CONNECTION MARKER 4"-6" FROM CENTER LINE ON FDC SIDE 3. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S); 36"-42" ABOVE THE FINISHED GRADE, TO THE TOP OFF THE CONNECTION. GENERAL NOTES: �^� �pFESS/q1, 1. STORM DRAIN SHOWN FOR REFERENCE ONLY. REFER TO STORM DRAIN PLAN ON SHEET ET �Q� -Az PAGE 544 O.R. (TO BE QUITCLAIMED). w m = m FUSCOE C 75822 20' 0' 10' 20' 40' *SEE GENERAL NOTE 2 FOR THRUST BLOCK INFORMATION. * EXP. 06-30-20 Z Eel1 M i g! 1 M• xrT9r CIVIL �E F pF CA�O SCALE: 1 " = 20' h390 Greenwich Drive. Suite 170, San Diego. Cuhlornia 92122 te1858.554.1500 • fax 858.597.0335 o www.(usax.com CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 12' WIDE EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES, INGRESS, EGRESS AND INCIDENTAL PURPOSES, RECORDED OCTOBER 03, 1956 IN BOOK 6283, PRIVATE FIRE WATER DATA TABLE LINE # LENGTH DIRECTION/DELTA SIZE & MATERIAL 1� 4.31' N90'00'00"E 8" C900 PVC DR-14 2� 2.42' N90'00'00"E 8" C900 PVC DR-14 9.06' N90-00-00"E 8" C900 PVC DR-14 ® 20.91' N01-00-09"E 8" C900 PVC DR-14 5� 32.91' N01'00'09"E 8" C900 PVC DR-14 © 277.71' N01'00'09"E 8" C900 PVC DR-14 7� 11.90' S88'59'51 "E 6 C900 PVC DR-14 ® 14.09' NO1'00'09"E 6„ C900 PVC DR-14 �9 55.25' NO1'00'09"E C900 PVC DR-14 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INLET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7 5.19 - R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06-30-2020 RECOMMENDED: APPROVED. - JESSOWENS D J. wIMM DATE 7' g' DA GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN: 258-122-35-00 & 258-122-36-00 PLANNING CASE NO: 18-117 ADR PMW CDP UTILITY PLAN 4088 - G PUBLIC WORKS NA ---- DRIVE WEST INTERSTATE HIGHWAY 5 AT THE BR SMITH DATE ,Steve, No-wak' 2/9/2021 PLANNING N� ---- C1 2 NORTHEAST RETURN TNTRIPP MR HOSPITAL REVIEWER JQO 2 RECORD FROM: POINT NUMBER 1048 PER ROS 1$416 ELEVATION: 173,376 DATUM: CITY ENGINEER DATE INSPECTOR KK 2./q SHEET 12 OF 16 F.\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-12UT.DWG (07-03-19 7:54:53AM) Plotted by. Lizette Salazar r Ill III I EROSION AND SEDIMENT CONTROL LEGEND PROPERTY LINE A,�N� 258-122-30 A;'N: 258-122-09 APNs 58��22��0 DAYLIGHT LINE u t �\L EASEMENT LINE — — s FLOW DIRECTION _ — -- — — -- INLET PROTECTION � 2 STORM DRAIN PER SE-10 t 1 °�...� I:........... GRAVEL BAG BERM PER SE-6 � CLASSROOM BUILDING + `:py':::: \ _ •_ '�_... �\ FIBER ROLL PER SE-5 OR USE vNi I I I -' - - t ,^ WEIGHTED FIBER ROLLS FOR ASPHALT — FR — I V) \\ t t i PAVEMENT AREAS SILT FENCE PER SE-1 — SF — / = Ioil t t t 2 I I STREET SWEEPING AND SS V �� VACUUMING PER SE-7 SD 46. If I .•.:•.:• MULTI -PURPOSE � I III II N MATERIAL DELIVERY AND STORAGE PER WM-1 _ ROOM J STOCKPILE MANAGEMENT PER WM-3 s m aYAMNAsGEI MENr , O I 4� SPILL PREVENTION AND CONTROL PER WM-4o O SOLID WASTE MANAGEMENT PER WM-5 SwM CONTAMINATED SOIL MANAGEMENT PER WM-7 CSM DIRECTION DIRECTION CONCRETE WASTE MANAGEMENT PER WM-8 cWM OF F� OF FLOW i I T - I , , , SANITARY SEP IC WASTE MANAGEMENT PER WM 9 I l - - - ...•:..... V. GRAVEL BAGS LwM ROW 2 & 3 - 1 WIDE LIQUID WASTE MANAGEMENT PER WM-10 - I \ 2 _ / 2 GRAVEL BAGS WIDE NQSCHEDULING PER SS-1 scH � t 1 GRAVEL BAG HIGH ^t — — � — � / 1. ALL PROVISIONS OF Ar' 'M' ' / INLET OPENING BMP DETAIL SE-10 WATER CONSERVATION PRACTICES PER NS-1 O t t ` / SHALL BE APPLIED. s0 t _ CONSTRUCTION ENTRANCE 00, 1000, CURB HAZARDOUS WASTE MANAGEMENT PER WM-6 NAR ROA �•. I I IIf��01 •� III y AL IN AFIBEVELER RCONTOUR ' W y y �IBER ROLLy y , VERTICAL SPACING MEASUERED ALONG // '�'�' MI -V FACE OF THE SLOPE VARIES BETWEEN 10' NSTALL A FIBER ROLL NEAR SLOPE WHERE AND 20' fiil' jv IT TRANSITIONS INTO A STEEPER SLOPE DETAIL: TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE SLOPE � � VASES FIBER ROLL 8" MIN. ••NOTE: \ 34" X 3/4" USE WEIGHTED FIBER ROLLS FOR ASPRALT Y � WDOD STAKES PAVEMENT AREAS 3 MAX. 4' o SPACING ao DETAIL: FIBER ROLLUj o NOT TO SCALE > CRITICAL SLOPE/SHEET FLOW LENGTH COMBINATIONS SLOPE PERCENTAGE SHEET FLOW LENGTH NOT TO EXCEED 0-25% 20 FEET 25-50% 15 FEET OVER 50% 10 FEET Z CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS ORIGINAL xy GRADE \—FIBER FABRIC SECTION A -A rnDDi ir'ATEn CTE EL PANELS z 0 .1•�retc DETAIL: STABILIZED CONSTRUCTION ENTRANCE/ EXIT NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVAL __IGNE Y: DRAWN Y_ CHECKED BY: 1 AS -BUILT GRADING PLAN SET SIN 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INL LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE ` 01 /29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7 3 Iq - R.C.E. NO.: C 75822 BRYAN . SMITH EXP.: 06-30-2020 PUBLIC WORKS NA ___- RIVE WEST OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO IPPS MEMORIAL HOSPITAL BRYAN D. SMITH DATE Stove, Nowak 21912021 PLANNING N-A ---- REVIEWER JQO 2161 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/q DIRECTIO OF FLOV )IRECTION )F FLOW VEL BAGS ' 2 & 3 - 1 WIDE 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH INLET OPENING DETAIL: STORM DRAIN INLET PROTECTION NOT TO SCALE EROSION CONTROL NOTES: OSD INLET PROTECTION, PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) SE-10, TYPE 3: GRAVEL BAG, SEE DETAIL ABOVE O2 FIBER ROLLS PER DETAILS ON THIS SHEET O3 NOT USED - GRAVEL BAG CHEVRONS EVERY 20 FEET IN FLOWPATH PER CA BMP HANDBOOK SE-6 ® STABILIZED CONSTRUCTION ENTRANCE O5 SILT FENCE PER SE-1 BMPS TO BE IMPLEMENTED EC-1 SCHEDULING EC-4 HYDROSEEDING SE-1 SILT FENCE SE-5 FIBER ROLLS SE-6 GRAVEL BAG BERM SE-7 STREET SWEEPING AND VACUUMING SE-10 STORM DRAIN INLET PROTECTION NS-1 WATER CONSERVATION PRACTICES NS-3 PAVING AND GRINDING OPERATIONS NS-6 ILLICIT CONNECTION/DISCHARGE NS-12 CONCRETE CURING NS-13 CONCRETE FINISHING Wm-1 MATERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE WM-3 STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-7 CONTAMINATED SOIL MANAGEMENT WM-9 SANITARY WASTE MANAGEMENT NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK DE —SILTING BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DE -SILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. NOTES: 1. LOCATION OF BUILDING AND ACTIVITY AREAS (E.G. FUELING ISLANDS, WASTE CONTAINER AREA, WASH RACKS, ETC.) IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ADDED TO THIS PLAN. 2. CONTRACTOR TO MARK 014 THIS PLAN THE FINAL LOCATION OF WM BMPS INCLUDING CSM, CWM, MS, SS, ETC. 3. CONTRACTOR SHALL NOTE ON THIS PLAN THE LOCATIONS, IF ANY, WHERE MATERIALS ARE DIRECTLY EXPOSED TO STORM WATER. 4. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS 5. ALL CONSTRUCTION GATES SHALL BE SLIDING ONLY ESS/qt, 6. CONTRACTOR MUST OBTAIN TRAFFIC CONTROL PERMIT PRIOR TO INSTALLING THE STABILIZED O 'l D CONSTRUCTION ENTRANCE OR CONSTRUCTION FENCE SYSTEM IN THE PUBLIC RIGHT OF WAY. 7. THE PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT (CGP) s'S0� * C 75822 AND IS COVERED UNDER WDID NO. 9 37C386443 CONTRACTOR SHALL COMPLY WITH THE CGP ■ EXP. 06-30-20 3 �qrF AND SWPPP PREPARED FOR THIS PROJECT AT ALL TIMES UNTIL FINAL NOTICE OF TERMINATION IS � A t Eel Nil move CIVII FILED WITH THE STATE WATER BOARD. 6390 Greenwich Drive, Site 170, San Diego, California 92122 OF CAVE tel 858,554.1500 o fax 858.597,0335 G www.fuscoe com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET 14088 - G ENCINITAS, CA 92024 JESS NS ARD J. VAMMI SAN DIEGUITO UNION HIGH SCHOOL DISTRICT C13 CITY EN IN APN: 258-122-35-00 & 258-122-36-00 1/V/`l DATE T— DATC PLANNING CASE NO: 18-117 ADR PMW CDP EROSION CONTROL PLAN ISHEET 13 OF 16 I -:\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016—GP-13EC.DWG (07-03-19 7:57:24AM) Plotted by: Lizette Salazar MONOLITHIC CURB IF SPECIFIED OR REQUIRED - TRANSITION AREA Sl\ j OF RETURN 9 Ir k \ FACE OF CURB \ UP OF GUTTER Z 4'-0" Z Le -A PLAN - TYPE A YPE A MONOLITHIC CURB, - 4' MIN IF SPECIFIED OR A R W IDEWALK REQUIRED TRANSITION :URB AREA IDEWALK R/W 29/ FACE OF CURB LIP Z 4'-0' Z (TOE) OF A GUTTER PLAN - TYPE B TOP OF i I CURB 4' MIN Y 5% MAXIMUM 1 GUTTER APRON ELEVATION 1 8.33x SLOPE AT RAMP P NIN - GUTTER O E G FLOW LINE SEE TRUNCATED NOTE 4 DOMES �3'-0"� NOTES: 4" THICK MIN SEE DETAIL B STANDARD I. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES DRAWING C-32A 2. FOR TRUNCATED DOMES DETAILS, SEE STANDARD DRAWING G-30 SECTION A -A 3. Z SIDE SLOPE SHALL BE 10:1. 4. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS. 5. SEE STANDARD DRAWING G-32B FOR X, Y, AND Z DETAILS. Revision B Approved Date RECOMMENOED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REONAL STANDARDS COMIxr1EE DRIGNAL BAHMANbW 04/86 REVISED T STANTON 04/06 le,: <S lald UPDATEDCURB RAMP - TYPES A AND B MR MR/CV OS/ 2 C Cnm e•so•, u?.t 1921F 7ve REVIEWED " " 12/15 (NEW CONSTRUCTION) DRAWING G-27 REVISED KE TS/RAP 11/17 NUMBER 2" AC PAVEMENT 2" AC PAVEMENT FINISH GRADE `IJ APAS CAP AS PROVED FINISH GRADE 1� �D 17 ElY AGENCY !i BY AGENCY ' 6" TYP F� �� ^ 6" TYP i ©' �� 9 TYPE A TYPE 8 MAINS FOR 6" AND 8" SEWER LATERAL CLEANOUT NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) CLEANOUTS TO BE INSTALLED AT THE END OF MAINS WHERE INDICATED ON THE PLANS 3) CLEANOUT PIPE TO BE SAME SIZE AND MATERIAL AS SEWER MAIN UP TO 8- 4 BACKFILL TO TOP OF 45" BEND WITH 3/4" CRUSHED ROCK 5� MATERIALS SHALL BE SELECTED FROM THE AGENCYS APPROVED MATERIALS LIST LEGEND ON PLANS ITEM SIZE AND DESCRIPTION ITEM SIZE AND DESCRIPTION 1O 12" Cl CLEANOUT BOX COVER MARKED 5 45' ELBOW 'SEWER' AND AGENCY NAME AS REQUIRED 6 3/4" CRUSHED ROCK PIPE BEDDING 7 SEWER MAIN 2 CONCRETE RING 8 3/4" CRUSHED ROCK SEE NOTE 4 3 12" PVC, C-900 x 15" LONG (CLEANOUT g STANDARD WYE BRANCH BOX) 4O SIZE x REQUIRED LENGTH PVC PIPE 0 INSTALL PLUG AND CONCRETE LUG Revision B Ap roved jDate SAN DIEGO REGIONAL STANDARD DRAWING REGION ALRECOMMENSTANOARDSE COMMITTESAN E ORIGINAL Kerchevol Rep— S-03 J Tomasul Delete Metric MR B. KNOLL SEWER CLEANOUTCna, •o•1 RC.E. 19246 Dale BK B. KNOLL DRAWING SC-Ol Re eeed BK e. KNOl1 NUMBER LANDING - _I r-A TRANSITION AREA z I z Y 3. J 3 W 0 VN VI •.••••••.•••••••• R ••••••••••••••••• W TRUNCATED DOMES .. ................. ••••••••••••••••• Z. 4'-0" Z. FACE OF CURB L� A LIP (TOE) OF GUTTER PLAN X Z• 1 4'-0" Z• TOP OF CURB I GUTTER FLOW LINE ELEVATION 4'-0" MIN Y 5% MAX GUTTER APRON SLOPE AT RAMP OPENING 3'-0" TRUNCATED EXISTING PAVEMENT DOMES SEE NOTE 4 a -13�X SEE STANDARD DRAWING 4" THICK MIN I G-32A, DETAIL B 12" SECTION A -A CONCRETE GUTTER� NOTES: 1. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. 2. TYPE A-1 IS A DESIGNATION FOR RAMP AT CURB RETURN. 3. TYPE 8-1 IS A DESIGNATION FOR RAMP AT STRAIGHT CURB (SHOWN ABOVE). 4. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS. 5. FOR TRUNCATED DOMES DETAIL, SEE STANDARD DRAWING G-30. 6. SEE STANDARD DRAWING G-32B FOR X, Y, AND Z• DETAILS. Revision B Approved Data SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL 6AlUNMNUN 02/95 REVISED , STANTON 04/06 CURB RAMP - TYPES A-1 AND B-1 UPDATED MR MR/CV 03/12 (FOR EXISTING SIDEWALK) C�aoiison R.C.E. 19246 Date UPDATED CV CV 12/15 DRAWING G-28 NUMBER REVISED KE TS/RAP 11/17 w z 0 N 7 a 0_ 7 J W Y t- Q W 0.m W O O N K U J a, O U TRENCH WIDTH PIPE OD N z 8" MIN' - 12" MA w z O � N � m a OO 3/4" CRUSHED ROCK SECTION A INVERT ELEVATION L 4" CLEARANCE (MIN) NOTES 1. SEE G-24A AND G-248 OR G-25 FOR RESURFACING DETAILS ON IMPROVED STREETS. 2. (e) INDICATES MINIMUM RELATIVE COMPACTION. 3. TOP 12" OF TRENCH BACKFILL IN STREET SECTION SHALL BE 95% RELATIVE COMPACTION UNLESS SPECIFIED OTHERWISE Revision ByjApproved Dat1. e SAN DIEGO REGIONAL STANDARD DRAWING REONALRSEANOAR SECOMMIOTITEE , !D 13 707d ORIGINAL Kercheval 2/7 Reformatted T. Stanton 04/06 PIPE BEDDING AND TRENCH BACKFILL FOR STORM DRAINS Ed,ted SS. T Regello D3/1, Gna; ,- PC[ 19246 Date Eared R T Rege"° to/ 15 DRAWING D-60 NUMBER Ed,ted w M wdm•A 1o/1a TAIL 1 4'-0" TRUNCATED DOMES O 1.6" TO 2.4" SPACING C/C "00000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 PLAN - TILE NOT TO SCALE NOES 1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW CONFORMING TO FEDERAL STANDARDS 5958 TABLE IV, COLOR NO, 33538. OR AS SPECIFIED BY THE AGENCY. COLOR SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. 16" "0 2 4" 2. TRUNCATED DOME TOP DIAMETER OF 50% OF THE BASE DIAMETER MINIMUM TO 65% OF THE BASE DIAMETER MAXIMUM 0.65" MIN 00000 000000000 000 0000 000 000 000 00 0000 O 00 000 Oo 0 000 � SEE NOTE p 2 a 000 00000 O y2" R r z 00 0000000 00 z 00000 000000000 000 00 0000000000000000000 BASE ' 0 00000 000000000 000 0.2" ♦. z to o 000 0000000 00 0o OO 00 00 O 00 00 000 000 0 0 DETAIL 1 NOTE: SEE NOTE q ' 0.90" TO 1.4" NOT TO SCALE PATTERN, SIZE & ORIENTATION ARE PER MANUFACTURER'S RECOMMENDATION Revision B Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN NEGO REGIONAL STANDARDS COMMITTEE ORiGMAI vARKINSOn 02/95 ADD METRIC T STAWON 03/03 TRUNCATED DOMES �• !O l.L' 101d UPDATE U. DAVILS 12/04 `"DRAWINGR r 19246 rate UPDATED MR MR/CV 03/12 G- 30 UPDATED MR MR/CV 03/12 NUMBER 112' 2" WEAKENED T / PLANE JOIN' ZO 1 zN a N ao z� �- 2 1 12" 6" CURB 8" CURB AREA-0.89 Sq. FL AREA=1.12 Sq. Fl. *CURB WILL HAVE A WIDTH OF 8" WHEN SUPPORTING A FENCE W z m WIDTH SHOWN ON PLAN 18" MIN _ GUTTER 1 /2" 0 1 ELEVATION 3 �ZN 11 I 2•_ - �. J O WEAKENED PLANE JOINT I t LEXISTING CURB, 1-112" EXCEPT WHERE ELEVATIONS SHOWN INDICATE OTHERWISE GUTTER NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. LEGEND ON PLANS 3- SLOPE TOP OF CURB 2% MAX TOWARD GUTTER Revision Byl Approved Date I SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 7 IO IS lad ORIGINAL KERCHEVAL 12/75 ADD METRIC T STANTON 03/03 CURBS AND GUTTER - SEPARATE MODIFIED REFDRYA,TE T STANTON D./D6 Chat vw RGE 19246 Date UPDATED MR MR CV 11/11 DRAWING NUMBER G-01 UPDATED CV CV 12/15 4'-0" MIN SEE NOTE M6 LANDING LINE OF CURB a Of J F`1\ 8.337 MAX TRUNCATED DOMES SEE STANDARD S-O" MIN DRAWING G-30 / 6" MIN \ 8 MAX 8.33% 4f 50� % EDGE OF TRUNCATED DOMES \DETAIL 8 SEE NOTE 7 RAMP m NOTES 1. THE REMOVAL OF EXISTING CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT FOR PEDESTRIAN RAMP INSTALLATION SHALL COMPLY WITH STANDARD DRAWING G-11. FOR CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS, REMOVAL OF ADDITIONAL SIDEWALK MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE. 2. CONCRETE SHALL BE CLASS 520-C-2500. 3. AREAS SHOWN THUS:= SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP. AREAS SHOWN THUS: ARE THE MINIMUM REQUIRED FOR A COMPLETE RAMP INSTALLATION. 4. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC., ARE ENCOUNTERED, THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY. 5. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE BEYOND THE RAMP SHALL NOT EXCEED 20:1 (5%). 6. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS. 7. EDGE OF TRUNCATED DOME PANEL SHALL BE LOCATED 6" MINIMUM AND 8" MAXIMUM FROM THE GUTTER FLOWLINE. Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STADEDNDARDS BY THE OMSAN DlEE ORIGINAL PARKINSON 02/95 REGIONAL STANDARDS COMMITTEE REVISED T STANTON 04/06 l0 13 TOId UREPTAMD DATED MR CV CV --- GENERAL NOTES FOR CURB RAMPS "°° ", RL.E ,9246 Dal• /15 DRAWING G-32A REVISED KE TS/RAP 11/17 NUMBER TABLE A X Y Z CT CURB HEIGHT RAMP LENGTH (12:1) SIDE SLOPE (10:1) CURB TRANS. 1" 1.-0.. V-6" 0'-0" 2" 2'-0" V-8" 0'-0" 3" 3'-0" 2' 6" 0'-0" 4" 4'-0" 3'-4" 0'-0" 5" 5'-0" 4'-2" 0'-0" 6" 6'-0" 5'-0" 0'-0" 7" 7'-0" 5'-10" 1-0" 8" 8'-0" 6'-8" 2'-0" TYPE A AND B CURB RAMPS TABLE C X CT CURB HEIGHT CURB TRANS. (12:1) 4" 4'-0" 5" 5'-0" 6" 6'-0" 7" 7'-0' 8" 8'-0" 9„ 9,-0„ 10" 10,-0" 1 1 " 11'-0" 12" 12'-0" 13" 13'-0" TABLE 8 X Y Z Z1 CURB HEIGHT RAMP LENGTH (12:1) SIDE SLOPE (10:1) SIDE SLOPE (12:1) 1" V-0" V-6" V-O" 2" 2'-0" 1'-8" 2'-0" 3" 3'-0" 2'-6" 3'-0" 4" 4'-0" 3'-4" 4'-0" 5" 5'-0" 4'-2" 5'-0" 6" 6'-0" 5'-0" 6'-0" 7" 7'-0- 5'-10" 1 7'!--0 8" 8'-0" 6'-8" 8 TYPE A-1 AND B-1 CURB RAMPS NOTES 1. DIMENSIONS X, Y, Z, Z1, AND CT MAY BE DETERMINED BY USING THE TABLES ON THIS SHEET WITH PRIOR AGENCY APPROVAL. WITHOUT AGENCY APPROVAL, DIMENSIONS SHOULD NOT EXCEED THE MAXIMUM SLOPE OR RATIO PROVIDED. 2. Z• REFERS TO Z OR Z1 IN TABLE B. Z SIDE SLOPE SHALL BE 10:1, EXCEPT PER NOTE 3. 3. FOR TYPE A-1 AND B-1 CURB RAMPS, WHERE A 4' LANDING CANNOT BE CONSTRUCTED DUE TO INADEQUATE RIGHT OF WAY, A 3' MINIMUM LANDING IS ACCEPTABLE WITH PRIOR AGENCY APPROVAL AND PROVIDED THE SIDE SLOPES ARE REVISED TO 12:1 PER SIDE SLOPE Z1 IN TABLE B. TYPE C CURB RAMP Revision By Approved Date SAN DIEGO REGIONAL STANCARD DRAWING RECOMMENDEDGNDARDS COMMITTTTEEO ORIGINAL MR MR/CV 03/12 UPDATED CV CV 12/15 7 IO IS 7078 NOTES FOR CURB RAMPS °' eDRA rWNG RGE 19246 Date NUMBER G-32B VARIES WIDTH AS SHOWN ON PLANS z 0 4. W 1/2 R --2% MAX CROSS -SLOPE 6" a / 2" WEAKENED x r- - - - - ! b PLANE JOINT 2" WEAKENED W _z - J " PLANE JOINT -GUTTER \ 1 PAN SLOPE MODIFIED I 1/2" R �3 TO M 1" R 29 MAX' REQUIREMENTS r NON-CONTIGUOUS ^ WIDTH AS SHOWN ON PLANS W 1/2" --2% MAX CROSS -SLOPE -- / -CURB WILL HAVE A WIDTH OF 8" WHEN 2" WEAKENED SUPPORTING A FENCE �- PLANE JOINT r 1 rl L W -AREA G 24" 1.34 SQ. FT. CONTIGUOUS H 30' 1 60 SO FT. • 6" CURB HEIGHT NOTES: CONCRETE SHALL BE 520-C-25D0. SEE STANDARD DRAWINGS 0-9 AND G-10 FOR JOINT DETAILS 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LEGEND ON PLANS Revision B roved Date SAN DIEGO REGIONAL STANDARD DRAWING RE DIED BY THE DIE GO REdONAL STANDARDS COMMITTEE , JO 13 mm ';JRIG:.NAL K KERCHEVAL 12/75 ADD METRIC T. STANTON 03/03 CURB AND GUTTER - COMBINED MODIFIED RUORMAIILL T. STANTON 04/06 Ch.ollieixw R.C.E. 19246 Date UPDATED MR MR/CV I1/11 DRAWING NUMBER G-02 UPDATED CV cv 12/15 NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. LEGEND ON PLANS Revision ByjApproved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 / 70 13 Mfg REFORMATTE T. STANTON D,/O6 SIDEWALK - TYPICAL SECTIONS �nai ersan R.G-E 19246 Date UPDATED MR MR/CV 11/I1 DRAWING REVIEWED cv CV 12/151 NUMBER G-07 OFE S S/ON q�' F lJ SCO E w m m C 75822 = * EXP. 06-30-20 �Ilu• = 1 N • I N 1 1 \ 1 ■ • sTq� CIVIC F 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 OF CAVFO tel 858.554 1 SOD • fox 858.597.0335 • w VV f scoe.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: - BIDS DRAWN Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 AS -BUILT GRADING PLAN SET S/ZN 2 9 2021 DESCRIPTION: 2"ROP IN BRASS NORTHEAST CORNER CONCRETE LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE �a 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: %• 3• I� RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET 14088 - G PUBLIC WORKS NA --- BRYAN SMITH DATE C"�-�'� ENCINITAS, CA 92024 IV WEST F INTERSTATE G RTH T R RN INTO RIPP R T . SteA/e, Nawak, 21912021 PLANNING N-A ---- - BRYAN D. SMITH R.C.E. NO.: C 75822 EXP.: 06-30-2020 JES OWENS EDWARD J. WI / CITY INEE 7 of 19 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT API: 258 122-35-00 258-122-36-00 PLANNING CASE NO: 18-117 ADR PMW CDP REGIONAL STANDARD DRAWINGS C14 REVIEWER JQO 2/61 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 ELEVATION: 173,376 DATUM: CITY ENGINEER DATE INSPECTOR KK 2 q ISHEET 14 OF 16 0 :\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-14STD.DWG (07-02-19 7:58:06PM) Plotted by: Lizette Salazar R/W --- - -- - ----- 2:1 TRANSITION fV M CURB LINE I� GUTTER' 3'-0' 3'-0" PLAN DRIVEWAY CURB OPENING DRIVEWAY WIDTH SHOWN ON PLANS BOTTOM OF CURB 12" R (TYP.) ELEVATION R/W I SEDGE OF SIDEWALK SEE ANOON 5 DINT - 2X IRrISE MAX I• ABOVE CURER 5-1/2" RESIDENTIAL- 7-1/2" COMMERCIAL ��Jj�7}••tom t /2••RJi ' SECTION NOTES: 1, NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY. 2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520-C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560-C-3250. 3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS. 4. DRIVEWAY RAMP TO EXTEND 10' FROM CURB FACE OR TO PROPERTY LINE WHICHEVER IS LESS. 5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY OR 10' WHICHEVER IS LESS. 6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS. 7, DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT. Revision B Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL R. MUNOZ a 97 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T STANTON 03/03 , REVIEWED T. STANTDN o4/06 CONCRETE DRIVEWAY - TYPE A 'o•lslo,d Choi erson R.0 E. 19246 Dale UPDATED MR MR/CV 02/12 (CONTIGUOUS SIDEWALK) DRAWING C-14A UPDATED CV CV 12/15 NUMBER EXISTING A.C. AND BASE ASPHALT CONCRETE SEE GENERAL 1 SEE GENERAL NOTE 5 STANDARD STANDARNOTE _I DRAWING D'I ASPHALT CONCRETE SEE GENERAL NOTE EACH DRAWING �2 4BTHICK G-248 5 STANDARD SIDE COLD MILL AND - - - DRAWING G-24B - - - OVERLAY BASE MATERIAL II BASE MATERIAL SEE GENERAL SEE GENERAL NOTE 3 STANDARD NOTE 3 DRAWING G-24B STANDARD DRAWING G-24B 0 I. .I TYPE A TYPE 8 1-1/2" THICK COLD MILL AND OVERLAY EXISTING A.C. AND BASE SEE GENERAL ASPHALT NOTE 1 CONCRETE SEE 6 N-248 EGIONAL GENERAL NOTE EACH CONCRETE SEE TANDARD 5 STANDARD SIDE TABLE STANDARD RAWING DRAWING G-248 DRAWING G-24B - - - SEE GENERAL NOTE 1 1 STANDARD BASE MATERIAL BASE MATERIAL DRAWING G-248 SEE TABLE I SEE GENERAL STANDARD DRAWING G-248 NOTE 3 STANDARD DRAWING G-248 NOTE: SEE STANDARD I DRAWING G-24B Il FOR PHASE II o DETAILS TYPE C TYPE D - PHASE I Revision BApproved Dote GO SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED THE SAN DIE REGIONAL STANDARDS RDS COMMITTEES ORIGINAL PARKINSON 02/95 ADD METRIC T. STANTON 03/03 , 10 IS 101d RENEWED T STANTON Dv06 TRENCH RESURFACING Ta„ 'non RCE 19246 Dote UPDATED MR MR/CV 03/12 ASPHALT CONCRETE STREETS DRAWING G-24A REVIEWED CV CV 12/15 NUMBER j4 0 6' DC BOTH WAYS CONTINUOUS 1D ' �4 A3" OC i}ii -- A )l I 11 III n ANCHOR MONOLITHIC IR f------1H't---------------- jr GUTTER /4 x 3'_E 6" CURB LINE DIMENSIONS SHOWN ON PLANS PLAN 4' B SEE ANCHOR %4 0 3- OC DETAIL MAY BE 2• MANHOLE FRAME AND COVER, SEE M-2,��D ELEV SHOWN OPEN 4" MIN I ON PLANS CHANNEL �� r ` /4 0 3" OC TOTAL 4 -%4 0 6- OC BOTH -{If 1-1/2- WAYS CONTINUOUS 1 4 :1' SLOPE - o -I I__ ELEV SHOWN Sn 6• ON PLANS I ~ ��VT B �' ° REMOVE EXISTING 'MODIFIED NOTE: SECTION A -A ANDBAND ER CONSTRUCT LOCKING MANHOLE LID GUTTER MONOLITHIC W WITH CURB OUTLET #4 0 6' OC BOTH WAYS j 3' X 3" CONSTRUCTION JOWT WE BAR 3LEG 0 917 - N. ' 10' 6. 3 L6' 2' x 1/4' x 4' GALVANIZED STEEL ANCHOR DETAIL ANGLE SECTION B-B NOTES 1. CONCRETE SHALL BE 560-C-3250. 2. D = INSIDE DIAMETER OF PIPE OR DEPTH OF CHANNEL. 3 SECTION TO BE SLOPED LATERALLY WITH TOP CONFORMING TO THE GRADES OF THE LEGEND ON PLANS EXISTING SIDEWALK AND CURB. 4. MANHOLE FRAME AND COVER MAY BE DELETED WITH OPEN CHANNEL. 5. TROWEL FINISH TOP SURFACE AND REPRODUCE MARKINGS OF EXISTING SIDEWALK AND CURB. 6. TROWEL FINISH FLOOR OF OUTLET. 7. PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB. Revision B Ap roved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO I'MODIFIEDSTANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 2 75 Revised LSlanton 11/D8 1015 ?Old Edited S.S T. Regello 3/11 CURB OUTLET - TYPE A R,CE 19246 Dole Edited T.R. T Regello 10/15 DRAPING Edited MW M Widel$ki 10/18 NUMBER D-25A EACH 1-1 /2" THICK A / SIDE C 6OLD MILL AND - - OVERLAY - - TYPE C TRENCH ASPHALT ASPHALT PLUS BASE MIX 3/4" TYPE 3/4" TYPE III CLASS 83 DESIGN III CLASS 83 PLUS CLASS II BASE ALLEYS 8. 0" ASPHALT THICKNESS TO EQUAL EXISTING PLUS LOCAL - 4 LANE 10.0" 1". MIN 4" TO MAX 9" COLLECTOR COMBINED ASPHALT PLUS BASE 18" MIN. MAJOR OR 12.0" GREATER TYPE D - PHASE II FINISH PAVING GENERAL NOTES: 1. TRENCH EDGES TO BE SAWCUT A MINIMUM OF 6" WIDER THAN TRENCH FOR 3' WIDE OR LESS, AND 12" WIDER FOR TRENCHES OVER 3' WIDE ON EACH SIDE OF TRENCH, EXCEPT TYPE B. 2. EXISTING A.C. SHALL BE SAWCUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE, OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. 3. BASE MATERIAL SHALL MATCH THE THICKNESS OF EXISTING BASE OR AS SHOWN ON PLAN. A.C. MAY BE SUBSTITUTED FOR BASE MATERIAL WITH PRIOR AGENCY APPROVAL. TYPE C - SEE TABLE. 4. A TACK COAT OF ASPHALTIC EMULSION OR PAVING ASPHALT SHALL BE APPLIED TO EXISTING A.C. OR P.C.C. CONTACT SURFACES PRIOR TO RESURFACING. 5. ASPHALT CONCRETE RESURFACING: A. MINIMUM TOTAL THICKNESS SHALL BE ONE INCH GREATER THAN EXISTING A.C. OR AS SHOWN ON PLAN. B. A.C. SHALL BE HOT PLANT MIX. C. TYPE C - SEE TABLE. 6- ALL A.C. RESURFACING SHALL BE SEAL COATED WITH AN EMULSIFIED ASPHALT AND COVERED WITH SAND. CHIP SEALING SHALL BE APPLIED AS REQUIRED BY AGENCY. 7 PAVEMENT FABRIC SHALL BE INSTALLED WHEN REQUIRED BY AGENCY. TYPE B & C NOTES: 1, ASPHALT TRENCH CAPS IN STREETS NOT RECEIVING A FULL WIDTH OVERLAY PRIOR TO ACCEPTANCE SHALL BE BASE -PAVED TO MATCH EXISTING ADJACENT PAVEMENT SURFACE. NO LESS THAN 30 DAYS AFTER INITIAL ASPHALT PLACEMENT, TRENCH CAP SHALL BE MILLED AS SHOWN AND RESURFACED WITH 1/2" TYPE III CLASS C2 ASPHALT. 2. UPON APPROVAL OF ALL PIPELINE TESTING AND TIE-INS FROM THE AGENCY, THE CONTRACTOR SHALL COLD MILL THE TRENCH REPAIR TO A DEPTH OF 1-1/2", ONE FOOT WIDER THAN THE TRENCH WIDTH ON BOTH SIDES. WHEN EDGE OF COLD MILL LINE IS WITHIN 18" OF ANY STRUCTURE, EDGE OF PAVEMENT, ADJACENT TRENCH, OR OTHER PAVING JOIN LINE, THE COLD MILL SHALL BE EXTENDED TO THE EXISTING STRUCTURE, JOIN LINE, OR EDGE OF PAVEMENT. 3. ANY STREET TRENCH 7 FEET IN WIDTH OR GREATER AND LONGER THAN 100 FEET IN OVERALL LENGTH SHALL BE RECONSTRUCTED AS DIRECTED BY AGENCY. TYPE D NOTES: 1. ALL AREAS OF EXISTING AC LESS THAN 48" WIDE REMAINING AFTER TRENCHING SHALL BE COLD MILLED AND PAVED PER TYPE D - PHASE II FINISH PAVING DETAIL. 2. PHASE II PAVING SHALL BE COMPLETED NOT EARLIER THAN 14 CALENDAR DAYS AND NOT LATER THAN 75 CALENDAR DAYS AFTER PHASE I PAVING. Revision B proved Dole RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL MR MR/CV 03/12 REVIEWED CV CV 12/15 ,0 TS741d TRENCH RESURFACING ,Pn PC 19246 Dole NOTES AND DETAILS DRAPING G-24B NUMBER 4 FLOW �- CLEAN -OUTS PER AGENCY OF JURISDICTION SEE NOTE 12 12"I 12" OJ M N CURB SEE FINISH JJJ FINISH GRADE NOTE 8 GRADE 8O - ' Y N 3 MAX ANGLE 45' - �v PREFERRED MIN 10'/J/ �% x i W 2% MIN SLOPE FLOW ELEVATION o (INMATE SIZE) S FOR SEWER LATERAL NOTES SEE DETAIL SS-03 LEGEND ON PLANS ITEM ITEM SIZE AND DESCRIPTION SIZE AND DESCRIPTION 1 SEWER MAIN 5 PLUG OR CAP 2 45' WYE 6 3/4" MAXIMUM CRUSHED ROCK 3 45' ELBOW 7 #9 WARE ATTACHED TO A BRICK 4 PIPE LATERAL SEE NOTE 3 & 5 8 4" PVC PIPE WITH GLUED CAP Revision B roved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 7 70 Is z07d ORIGINAL Kercheval 12 75 Replwed $- t J. Tomdsul 03/05 4" AND 6" SEWER LATERAL Delete MetricMR B. KNOLL 03/I1 INSTALLATION Chal rson RC.E 19246 Dole Reviewed BK B. KNOLL 04/15 DRAWING SS-01 R-e-d! BK B. KNOLL 10/18 NUMBER Fy A 6 I 6" I- NOTES I 1. SEE D-11A AND D-11B FOR ADDITIONAL _ ---------------- r NOTES AND DETAILS. 4-14 2. STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4'. AR UND PIPE =__':_' SEE D-11A FOR DETAILS. I 4 0 12" L r 3. MAINTAIN 1-1/2' CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE. OPTIppVIAL CONSTRICTION i BOTH WAYS i I o 4. INCREASE IN ALLOWABLE DEPTH SUBJECT TO APPROVAL JOINT 6 MIN �z �.==k= BY LOCAL AGENCY. > ABOVE INVERT I � � I 5. SECTION A -A SHOWS 3 SIZES AND SHALL NOT IMPLY THAT AN INTERIOR WALL IS TO BE BUILT FOR THE STRUCTURES SLOPE FLOOR 12:1 i i� D - I-- WITH DOUBLE OR TRIPLE FRAME AND GRATE TOWARDS OUTLET 6. ESPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH `- -- --� RADIUS OF 1 /2". 7. DESIGNATE TYPES AS FOLLOWS: SINGLE G-1, DOUBLE G-2 OR TRIPLE G-3. 0 A /4 0 12' 8. ONLY END BEARING GRATES SHALL BE USED. SEE D-15. (�) ELEVATION BOTH WAYS 6' 6" SEE D-13 AND D-15 FOR FRAME AND GRATE DETAILS r 1 h- I i I 1 M4 0 12" BOTH WAYS, Ems- i Ir #4 0 12" BOTH WAYS OPTIONAL ROUNDED PIPE ENDS, SEE D-61 CONSTRICTION JOINT 6 MIN \ ABOVE INVERT I I � a _ D ELEV SHOWN ON PLANS 1 I 12:1 i I 7' TRIPLE G-3 I SECTION A -A LEGEND ON PLANS _ _ _ 3 Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECEGO REGIONAL �DNDARDS COMMBY ME SAN ITTEE 9 / ,075107d ORIGINALK c 12175 Edited T. Stonton 02/09 CATCH BASIN - TYPE G Edited SS T. Regello 03/11 Chap 'son R. C.E 19216 Dale Edited T.R. 1 Regello 10/15 DRAWING NUMBER D-08 Edted M.W M. Widelski 10/18 1-1/2- 1 SLOPE UNLIMITED OR 2' LEVEL SURCHARGE V_O" (VEHICLE TRAFFIC) 1" CHAMFER 1" CHAMFER _ 7-T LEVEL SURFACE 1'-0" 1CHAMFER THERE SHALL BE NO LOADINGS EXTENDING r = z ABOVE TOP OF WALL _ WITHIN A DISTANCE o • EQUAL TO HEIGHT OF = o THE WALL. 1'-0" MIN TYPE -A WALL 1'-0" MIN 1'-0" MIN " H,2 (APPLICABLE FOR ALL TYPES OF BACKFILL LOADINGS) H/2+10" TYPE-B WALL TYPE-C WALL EXPANSION JOINT 0 30'-0"t CENTERS (MAX) AND/OR 0 EACH STEP. TOP OF WALL FINISHED GROUND LINE A 0I Z \--LEVEL REFERENCE ELEVATION WALL TYPE HEIGHT BASE CONCRETE CF/FT A V-6" 1'-0" 1.50 cu ft. 2'-0" 1'-0" 2.00 cu ft. 3'-0" 2'-4" 4.99 cu ft. B 4'-0" 2'-10" 7.66 cu ft, 5'-0" 3'-4' 10.82 cu ft. 3'-10" 14.49 cu ft. 3'-0" V-6" 3.75 cu ft. EC6'-0" 4'- 0' 2'-0" 6.00 cU ft, 5'-0" 2'-6" 8.75 cu ft. 6'-0' 3'-0" 12.00 cu ft. NOTE: SEE C-10 FOR SECTION A -A, NOTES AND DETAILS. Revision B Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kerchevol 12 75 Add Metric T. Stanton 03/03 7 701d IOId Delete MetricS.S. T shell 03/11 GRAVITY RETAINING WALLS Choi ,an RCE 19246 Date Reviewed TS T. Stonton 11/15 DRAWING NUMBER C-09 AREA TO BE REMOVED EXISTING SCORE MARK 5•. OR FROM JOINT IN EXISTING JOINT -\ PANEL, WHICHEVER IS LESS SIDEWALK PLAN AREA TO BE REMOVED EXISTING SCORE MARK EXISTING JOINT SIDEWALK SECTION Prc LA lU OL MLMVVLU �`� i 11. 5'. OR FROM JOINT IN PANEL, WHICHEVER IS LESS FROM EXISTING JOINT OR EDGE OF CURB EX CURB LINE U U GUTTER LINE STING JOINT OR EDGE CURB PLAN AREA TO BE REMOVED 5' MIN. FROM EXISTING EXISTING JOINT OR EDGE EXISTING SCORE MARK 5' MIN, JOINT OR EDGE OF PAVEMENT v PAVEMENT SECTION REMAINING EDGE TO BE SMOOTH AND TRUE WITH NO HATTER 1-1/2" MIS NOTE: lU DL Kt MUVLU _ SAW CUT SIDEWALK CROSS SLOPE SHALL BE 2% MAX. a . 2 WHEN DISTANCE FROM 'AREA TO BE REMOVED' TO EXISTING JOINT, EDGE OR SCORE MARK IS LESS THAN MINIMUM SHOWN, "AREA TO BE REMOVED" SHALL SECTION BE EXTENDED TO JOINT. EDGE OR SCORE MARK. SHOWING CUT Revision B roved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 CONCRETE CURB, GUTTER, l0ls -V REFORMATTEDT. STANTON 04/06 Choi non R C E 19246 Date UPDATED cV MR/CV 11/11 SIDEWALK AND PAVEMENT DRAWING REVIEWED CV CV 12/15 REMOVAL AND REPLACEMENT NUMBER G-11 CONCRETE SHALL BE 560-C-3250. TOP EXTENSION IF SPECIFIED ' FILLER MATERIAL: 1" MAX DESIGN CONDITIONS 0 /CRUSHED AGGREGATE 4 CU. FT WALLS ARE TO BE USED FOR THE MIN AT EACH DRAIN. LOADING CONDITIONS SHOWN FOR EACH TYPE WALL. DESIGN H MAY BE 4" DIA. DRAINS WITH 1/4" GALV XCEEDED BY SIX INCHES BEFORE WIRE MESH SCREEN, 8" ABOVE GOING TO NEXT SIZE. y OUTSIDE GROUND SURFACE, SLOPE 1 /2" PER FT. LOCATE DRAINS 0 DESIGN DATA 15'-0' CENTER TO CENTER OR AS FC = 1200 PSI DIRECTED BY THE ENGINEER. F'C = 3000 PSI EARTH = 120 PCF TYPICAL DRAINAGE AND EQUIVALENT FLUID PRESSURE=36 PSF PER FOOT OF HEIGHT WHEN H IS GREATER THAN 4'-0' WALLS SHOWN FOR 1-1/2:1 UNLIMITED SLOPING SUCHARGE ARE DESIGNED IN ACCORDANCE WITH FORMULA 1 2" EXPANSION JOINT, FILL WITH PREMOLDED FOR UNLIMITED SLOPING SURCHARGE WITH PIN SURCHARGE EXPANSION JOINT FILLER. LOCATE JOINTS AT 0 = 42 APPROX. 30'-0" CENTERS OR AS DIRECTED BY THE ENGINEER. NOTE: MAXIMUM TOE PRESSURE UNDER WALL FOOTING = 1-1/2 TONS/SQ. FT. SPECIAL DESIGN REQUIRED WHERE FOOTING MATERIAL IS INCAPABLE OF SUPPORTING THIS PRESSURE. PWATER EXCAVATION AND BACKFILL1/2" STOP, USE ONLY COMPACTION OF BACKFILL MATERIAL CHAMFER WHEN WATERTIGHT JOINT IS BY JETTING OR PONDING WITH WATER REQUIRED, SEE WATER WILL NOT BE PERMITTED. STOP DETAIL. EACH LAYER OF BACKFILL SHALL BE SECTION A -A MOISTENED AS DIRECTED BY THE ENGINEER AND THOROUGHLY TAMPED, ROLLED OR OTHERWISE COMPACTED UNTIL THE RELATIVE COMPACTION IS NOT LESS THAN 90 PERCENT. EMBEDMENT 2-3/8" MIN NO BACKFILL MATERIAL SHALL BE DEPOSITED AGAINST CONCRETE RETAINING WALLS UNTIL THE CONCRETE HAS DEVELOPED A STRENGTH OF 2,500 PSI IN COMPRESSION AS DETERMINED BY } TEST CYLINDERS, OR UNTIL 28 DAYS 3/8- DIA.-_3/8 SPLIT PERMITTED AFTER WALL HAS BEEN PLACED. RUBBER WATERSTOP USE ONLY WHEN WATERTIGHT JOINT IS REQUIRED. Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 1013107e' �on ORIGINAL Kercheval 2 75 Add Metric T Stanton 03/03 GENERAL NOTES AND DETAILS FOR GRAVITY RETAINING WALLS Delete Metr S.S T Shell 03/11 a„ RCE 19246 Dole Re eed TS T. Stonton 11/15 DRAWING C-10 NUMBER �� t4N•m .a 3' . t'-0' Oww14e upper .n..e .Men H . e'-o' an Plarn '•-°' Gae � i \ 3/4-,no Is_ Ora. Detai) 2. T T,ol•Ilbn ``\\\\ a' Platlic G'M .1,en .all Arvin .. 4- o, J W c DiR Nw. rw m.qe. ppe see 'o„e.r Delo:i RETAINING WALL, FACE OF WALL OUTLET RETAINING WALL, GUTTER OUTLET WALL DRAIN DETAIL Rii .a a A 1-1/2' Aoeralenee R , R1111m M. YT pY Ill« R A Tap or_ - A C A _ j '^° WALL DRAINAGE PLAN -OFFSET WALL PLAN -CONTINUOUS WALL WHERE GUTTER NOT REQUIRED DRAIN THROUGH RETURN WALL SECTION A -A se.eat w i �I1 PdL lap m `4 I - l4•le' L b t• i R•clo,gbr suele' Utlwm.d rr,.lal pq aeerl+q a• a O.t33• tNCA NOTE al op.nmq o ce not leu II,orI III of Pp. Iron 4• sl.vW,on wall gulf« Mv.. oe_, bwnA�on , .all. Edq. opemq n two Ioc. 1. 3/a *MODIFIED TYPICAL GUTTER DETAIL OUTLET DETAIL - SECTION B-B WHERE LESS THAN 2' FROM THE PROPERTY UNE, REDUCE I A J BOTTOM WIDTH TO FIT WITHIN PROPERTY 48' mo. lml. of ..cal rerl SIOM«d ,wtkai rrnf A A A $bMw4 ron1ol ,.m, $:a.`aNC "«1rt01 .Mlwcpmenl PI a0011MM1 ronicp. Q O D D standoM rort,ca rv,l Aso.. wd 6anco^•Wwtlirq n vt. one n.,mp« IOFDare Deb. apnlnq (Dole Iww) eul Dy Ile opnnq Aw. Dott on .wn de EA d lM od,4D 1 Dora �n:o 1M Ioatup /e1(A13•-0-) Taa 2 (1. . Iota only) � In. vim. w olM u«tcal ,ap r.infwc.,rwn� Ana 'c (Omit 1w "A'� lee, thou 127 a um of e0 Dal dNmeler. oeoro tM lop al ulAty openi•q it .all nepnl gmml. V-0' -_ Bona. mr. a ,pmna Ile lT.w � -"� Mwirontol .ainl to De alendord e.<eW o. No.n GRATE DETAIL_ S� w .w1 ro rwr olNninq ey 2' m:oimvm See. to 11 .tpnd«d MM `D. Dxpan w lo•A. N•N not a Ncol4e wmin 1-N Ile l.•,iM of yecNl .«nlwcinq otd 6 awed 3-2 (.- lAN'-oj Tad 4 RETAINING WALL UTILITY OPENING Mo..a, of op.nnq (A) 49- to M usW �n -it-C- rnn C-'.3 Revision B roved Dole RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12 7 Add Metric 1 Stonton 03/03 7 She11 03/11 REINF ONCRETE .I ° OeNN Metre .5. i t-hol «son R C.E 1924G Dale Reviewed T5 T Stonton 11/15 RETAINING WALL DETAILS No. 2 DRAWING C-14 NUMBER O�OFESS/(9! sell TIC w m = m = FUSCOE C * w,.1�ee 075822 6-30 EXP. 06-30-20 N 1 N i 1 N 1 1! 1 m• s�qT Clvl� ��\P F OF 6390 Greenwich Dnve, Suite 170, San Diego, California 92122 CALW tel 858 554 1 500 a fax 858.597.0335 a vvww fuscoe com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED Y: RAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. �� _ Al AS -BUILT GRADING PLAN SET SRN 21912021 DESCRIPTION: 2.5" OF CONCRETE LOCATION: LOCATED BRASS DISC IN NORTHEAST DROP INLET AT THE NORTH SIDE OF SANTA FE 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7. 3. 19 R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06-30-2020 RECOMMENDED: APPROVED: JES OWENS ARD J. WAYM CITY ENGINEER DATE DATE SUNSET HIGH SCHOOL GRADING PLAN FOR:CORNER 684 REQUEZA STREET ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN: 258 122-35 00 & 258-122-36 00 PLANNING CASE NO: 18-117 ADR PMW CDP REGIONAL STANDARD DRAWINGS 14088 - G PUBLIC WORKS N�} ---- W I T BRYAN D. SMITH DATE StP�17Pi Nawa 1� 2/9/2021 PLANNING NA rrrr C15 RETURNRTHEAST T PP R PIT REVIEWER JQO 2/61 RECORD FROM: POINT NUMBER 1048 PER ROS 18416 ELEVATION: DATUM: CITY ENGINEER DATE INSPECTOR KK 2/q SHEET 15 OF 16 0 \PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-14STD.DWG (07-03-19 7:58:10AM) Plotted by Lizette Salazar L FRONT ELEVATION - FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL 9" ROUNDED PIPE ENDS_, SEE D-61 - - I 7 1/2- D 7 1/2' FLOWUNE ELEVATION _ 4 SHOWN ON PLANS - T SECTION, SINGLE k DOUBLE HEADWALLS D H SINGLE DOUBLE L Y. L 1 z - 5 35 0.60 50 a91 15 Y-11 6' 40 0.75 9'-6• 60 1.17 1 3-2 50 0.91 lv-r 75 1.35 2r 3-5 -6 60 1.02 W-6' 90 1.52 24 S-8" -6 75 1.20 12'-G' 100 1.72 2Y 3'-11• -6 85 1 1.39 14' 115 zoo 30" 4'-2• 10• 85 1.52 15' 126 2.21 -W 4'-5- 11 100 1.73 16' 130 2.42 36 4•- If 105 1.95 17' 145 2.65 39 4-11 1 130 2.09 1W 170 2.08 42' 5 -2 1 140 2.34 IV 105 113 45' 5•-5" 14'-8• 150 160 2V 125 3.38 0. 5'4 15' 160 2.75 21 200 3.64 5 5 -11 16' 180 3.03 22'-6" 225 4.02 54' 6'-2 I 190 1 131 1 2S-7 1 240 4.30 NOTES 1. CONCRETE SHALL BE 560-C-3250. 2. ALL REINFORCING SHALL BE /4 BARS. ALL VERTICAL LEGEND ON PLANS AND HORIZONTAL TIE BARS 0 18' MAXIMUM SPACING. 3. EXPOSED CORNERS SHALL BE 3/4' CHAMFERED. SAN DIEGO Revision B roved Dole SAN DIEGO REGIONAL STANDARD DRAWING RREECA°O NST ARD BY os COMMITTEE ORIGINAL Kercheval 2 7 [axe° T. S-1- C2/09 /O q'710 Cdde° SS T R.gnl° 03111 STRAIGHT HEADWALL - TYPE A R.C.E. 19246 oat. T.R.' °"' [CIRCULAR PIPE] DRAWING D-30 .W M. Mde1.. 10/SIR -NUMBER CROSS of W 450rtm (18") MINIMUM INTO NATIVE MATERIAL REDUCER CAP/PLUG USE SHORT LENGT END CAP OCKS WHERE DIRECTED A WIDTH TEE PLAN THE T/ R ND SURFACE TEE ELEVATION t --L� VERT BENDS PLAN ANCHOR BLOCK WITH Yt4 A ` t1 VERT BENDS ELEVATION DETAILS SHOWN ARE SCHEMATIC ONLY, REFER TO NOTES ON WT-01 (2 OF 3). FOR ADDITIONAL THRUST BLOCKS SEE VT-01 (3 OF 3) CONCRETE THRUST AND ANCHOR WATER AGENCIES STANDARDS BLOCK INSTALLATIONS COMMITTEE APPROVAL 11/16/2007 DRAWING NUM BERW T -0 111 OF 3) 12• 30" MIN 1 CUT SLOPE BOTTOM MAY BE ROUNDED AT THE OPTION OF THE CONTRACTOR TYPE A m 5' MIN 12- 24" MIN 6'400, -- i� U N - <-C�SLOPE 3. 470-C-2000 CONCRETE OR 3' 2500 PSI AIR PLACED CONCRETE/ WITH 6 x 6-W1.4 x W1.4 WWF -� TYPE B BROW DITCH z r 2' MIN 3' MI! z N -UT OR FILL SLOPE BOTTOM MAY BE ROUNDED AT THE OPTION OF THE CONTRACTOR - TYPE C \-CUT OR FILL SLIT 3. 470-C-2000 CONCRETE OR 3' 2500 PSI AIR PLACED CONCRETE WITH 6 x 6-WlA x WIA NNE - TERRACE DITCH NOTES 1. LONGITUDINAL SLOPE OF LINED DITCH SHALL BE 2% MINIMUM. 2- USE A 6' THICKENED EDGE ON BOTH SIDES OF THE DRAINAGE DITCH WHEN THE DRAINAGE DITCH IS BUILT DOWN A GRADED SLOPE. Revision IBylApproved Dole SAN DIEGO REGIONAL STANDARD DRAWING IGINAL Kercheval 2/7 .e.cEITR11".-l- E04/36 "° °""DRAINAGE DITCHES 10, 1`. 1, 18 6' To LEGEND ON PLANS RECOMMENDED By THE SAN DIEGOREGIONAL STANDARDS COMIATTEE DRAWING D- 75 NUMBER NOTES: 11 REFER TO SECTION 03000 OF SPECIFICATIONS 2) THRUST BLOCKS AND ANCHOR BLOCKS SHALL BE SIZED BY THE DESIGN ENGINEER IN ACCORDANCE WITH SECTION 5.2 OF THE WATER AGENCIES' STANDARDS DESIGN GUIDELINES (WADG) 3) THRUST BLOCKS SHALL BE CENTERED ON THE FITTING SO THAT THE BEARING AREA IS EXACTLY OPPOSITE THE RESULTANT DIRECTION OF THRUST 4) CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT 5) ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL 6) FOR MINIMUM CONCRETE CURING TIME REFER TO SECTION 03000 OF SPECIFICATIONS 7) FOR ADDITIONAL THRUST BLOCKS SEE WT-01 (1 OF 3) AND (3 OF 3) 8) DETAILS SHOWN ON WT-01 (1 OF 2) AND (3 OF 31 ARE SCHEMATIC ONLY. CONCRETE THRUST AND ANCHOR WATER AGENCIES STANDARDS BLOCK INSTALLATIONS COMMITTEE APPROVAL 11/16/2007 DRAWING NUMBER WT 01 2 0F 3 ) 2-/4 BARS '(I /1 BARS IT X TI PLACED DIAGONALLY., 1- A I A L E J > /4 0 a" BOTH WAYS F BEND DOWN �- 15' (TYP) PLAN 2' BEAD DOWN I ` SEE M-3 FOR MANHOLE 1S' (TYP) -LA - FRAME AND COVER 1D T SEE D-I IA FOR STEP DETAILS 1 3' DIAGONAL BARS ROUNDED- 4-/4 AROUND PIPE 2-/4 BARS SEE D-61 POPE OPTIONAL CONSTRUCTION JOINT v 6' MIN ABOVE INVERT /^\ SLOPE FLOOR 121 7 TOWARDS OUTLET ELEV SHOWN ON PLANS 1 ]o D LAP Tr X T I SECTION A -A LEGEND ON PLANS NOTES = _ I, SEE D-11A AND D-118 FOR ADDITIONAL NOTES AND DETAILS. 2. CONCRETE BASE SHALL BE 560-C-3250. 3. ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH 1/4- DIAMETER STEEL, WOUND SPIRALLY ON 4' CENTERS. 4. ALL JOINTS SHALL BE SET IN CLASS C MORTAR. 5. MOUNTAIN 1-1/2' CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 6, EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A 1/2- RADIUS, 7, MANHOLE COVER TO BE MARKED 'STORM DRAIN'. 9. MODIFICATIONS TO Y DIMENSION 15 REOUIRED IF PIPE (D2) EXCEEDS 39'. 9. IF CONSTRUCTED ADAICENT TO SIDEWALK, TOP OF MANHOLE AND SLAB TO MATCH SIDEWALK SLOPE AND FINISH. Revision B raved Dote RECOMMENDED eY THE SAN OE00 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS CDIe9T1EE ORIGINAL KwGMval 12/75 Edx.a T. SMMm 02/09 Eat. S.ST Rople 03/11 STORM DRAIN CLEANOUT - TYPE A r�°. - RC.E. 192"x Datepie Edx.t TAP R.lyxa 10/15 DRAWING Eat. a M. m4mm° 10/18 NUMBER D-D9 TYPE PIPE DIAMETER (D1) X Y (SEE NOTE 8) Z (Max) M UP TO 39' 4 4' 6' AS 42" ro 48" S' 4' 6' b S1' TO 60' 6' 4' 6' A7 83" TO 86' 7' 4' �' b 89" TO 76" 6' 4' 8' - -• i> 600nYn (24"1 Fn`- MINI MJM (TYP j -1 1- I r 21 r • tSECTION PLAN NTS - TEE WITH GATE VALVES GATL WELL (TYP) - SEE DRAWINGS WV-01 E wv-O? EUGE D1 1YP.L%.L I BUTTERFLY - VALVE (TYPI ACTUATOR I, _ - _ HEAflING - _T- TYPICAL 1` AREA "B"�.I_.� SANG BAGS L� TYPICAL MASONRY SUPPOH' TvPICAt. _BEARING BLOCKS. TYPICA) PLAN AREA "A" (TYP' SECTION WITH REDWOOD NTS NIS WEDGES AS RED'[ TEE WITH BUTTERFLY VALVES ON MAIN � GATE WELL TYPICAL I I I� SEE WY-01 d W-02 I _ ". AND HAG•U, -- TYPICAL PLAN SECTION Nr; TEE WITH BUTTERFLY VALVES NOTES: 11 BEARING AREA "B" MUST BE EQUAL TO OR GREATER THAN THE AREA REQUIRED FOR A 90• ELBOW INSTAI I ATIDN 21 INSTALL SAND BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISCLATE IT FROM CONCRETE T1 BFV'S INSTALLED AT CROSSES OR TEES REQUIRE A FLANGED DUCTILE IRON SP001 TO BE INS)-LL, BETWEEN THE FITTING AND VALVE IN ACCORDANCE WITH SECTION 15056 3F THE SPEC:FICA71ONS CONCRETE THRUST AND ANCHOR WATER AGENCIES STANDARDS_ BLOCK INSTALLATIONS COMMITTEE APPROVAL I,/0112002 DRAWING NUMBER WT -O 113 OF 31 J-� T r X T SEE TABLE ON D-IIB FOR HORIZONTAL • � uJ - • AND FLOOR REINFORCEMENT V- VERTICAL REINFORCING /4 0 IB MAX (TYP) 1-1/2- CLR (TYP . • T r1 T • 2 (T�) � F- TYPICAL BOX SECTION 10• 4• 4" i '-APPROVED STEEL REINFORCED POLYPROPYLENE STEP 'f. STEP DETAIL NOTES I. CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE NOTED. 2. REINFORCING STEEL SHALL COMPLY WITH THIS DRAWING (D-I IA AND D-11 B) UNLESS OTHERWISE SPECIFIED 3. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO LATEST ASTM SPECIFICATIONS. 4. BENDS SHALL BE IN ACCORDANCE WITH LATEST ACT CODE. 5, MINIMUM SPLICE LENGTH FOR REINFORCING SHALL L BE 30 DIAMETERS. 6. FLOOR SMALL HAVE A WOOD TROWEL FINISH AND, EXCEPT WHERE USED AS JUNCTION BOXES, SHALL HAVE A MINIMUM SLOPE OF IA 2 EDWARD THE OUTLET. 7. DEPTH V IS MEASURED FROM THE TOP OF THE STRUCTURE TO THE FLOWLINE OF THE BOX. 8. WALL THICKNESS AND REINFORCING STEEL REQUIRED MAY BE DECREASED IN ACCORDANCE WITH TABLE ON D-11B. 9. WALL THICKNESS SHALL BE STEPPED ON THE OUTSIDE OF THE BOX. 10. WHEN THE STRUCTURE DEPTH V EXCEEDS 4% STEPS SHALL BE CAST INTO THE WALL AT 15' INTERVALS FROM 15' ABOVE FLOOR TO WITHIN 12' OF TOP OF STRUCTURE. WHERE POSSIBLE, PLACE STEPS IN WALL WITHOUT PIPE OPENING, OTHERWISE OVER OPENING OF SMALLEST DIAMETER. I L ALTERNATE STEP MAY BE AN APPROVED STEEL REINFORCED POLYPROPnUx STEP. 12, UPON APPROVAL OF THE AGENCY, THE USE OF PRECAST STORM STRUCTURES IS ACCEPTABLE AS AN ALTERNATE TO CASTAN-PUCE. PRECAST UNITS SHALL CONFORM TO ASTM STANDARDS AND BE MANUFACTURED IN A PERMANENT FACILITY DESIGNED FOR THAT PURPOSE. RevisiaR B Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED By THE SAN DIE 00 REGIONAL STANDARDS COMI.TIEE Y 1mle ORK:W1 KNII'CA9xd 1 Edit. 1. SM.M. 02/09 INLETS AND CLEANOUTS NOTES AND DETAILS Ew1. S I %qM• 03/11 C, ,.�., RCE 192-6 D.t. Edii. TR 1. R•OMAo 1D/15 DRAWING D-11A NUMBER Edit. .r M. Wi1MMMi 101e T K E E BLOC AL N N "A" DIME SIO CLEAR BELL OR DIKE NS10N "C" FLANGE.SEE NOTE 3 SECTION "A" ELEVATION VALVE SUPPORT BLOCK VALVE DIMENSION DIMENSION SIZE "A" l 001Wn( 4 " 1 300mn( 12 " 1 30GnvW 12') 150mn( 6" 1 300mm( 121 300mm( 12"1 200rm(81 325mm( 13") 350mm( 14"1 2501Nn( 10") 35Of1TR(l4") 400mn(16" I 300mm( 12"1 375mm(15") 4501Nn(I8" ) DIMENSION C = TRENCH WIDTH PLUS TWO TIMES THE PIPE DIAMETER FIGURES SHOWN ARE MINIMUMS ONLY REFER TO NOTE 2 NOTES: 1) REFER TO SECTION 03000 OF SPECIFICATIONS 2) SUPPORT BLOCKS ARE NOT INTENDED TO PROVIDE THRUST RESTRAINT WHEN VALVES ARE OPERATED. IN LOCATIONS WHERE VALVES ARE NOT LOCATED ADJACENT TO PIPE FITTINGS OR ARE OTHERWISE NOT PROVIDED WITH THRUST RESTRAINT. THRUST BLOCKS ARE REOUIRED INSTEAD OF SUPPORT BLOCKS. THE ENGINEER OF WORK SHALL DESIGN ANCHOR AND/OR THRUST BLOCKS IN ACCORDANCE WITH SECTION 5.2 OF THE WATER AGENCIES' STANDARDS DESIGN GUIDELINES (WADG) 3) ALL VALVES REQUIRE SUPPORT BLOCKS. CONCRETE SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL AND PLACED SO THAT VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT 4) FOR MINIMUM CONCRETE CURING TIME REFER TO SECTION 03DOO OF SPECIFICATIONS W ER AGENCIES STANDARDS AT _ VALVE SUPPORT BLOCKS COMMITTEE APPROVAL 11/16/2007 DRAWING NUMBER W T - O 2 Eq% SECTION REINFORCEMENT (HORIZONTAL AND FLOOR) MIRIY VAN X OR Y DEPTH V THODIESS T IIOPoZOIIrAL AND RDON REINFORCEMENT SIZE AND SPACING 3' ro 4- 4' 6' /4 0 18" 4'-1' TO 7• /4 O 12" r-1• To e• µ 0 6- 3' TO 4' 4'-1' TO 8' 6• /4 O to" 4'-1" TO J' 04 O 12' s'-1• ro 6• /4 0 a- 6'-1' ro e' /4 0 6- 3• ro 4• 8'-1- TO 12' e• /4 • 15• 4'-1• ro 5' 6" /4 0 12• s'-T• To 6' AIµ 0 e• 6'-1" TOW • 6- 3' To 4• 12'-1' TO 16' e• µ • 12• V-1' To s• µ • I2- W-i• TO 6' µ 0 le• 6'-i• TOY /4 0 6• r-1•roe' /60e• J' TO 4' 16'-1' TO 20' e" /4 0 12- 4'-1• TO S' to* /4 0 12- 5'-1* m 6' µ 0 6• 6'-T" To r µ 0 e• r-1' TO 9' /5 0 e" 3• TO 4' 20'-1' TO 24' e• /4 0 12- 4!-1' TO W to" /4 0 12' W-1• To 6• /4 0 8" 6-1•Tor /406 r-1• TO r 12• 05 0 15- SAN KtlrcMrd y SAN DIEGO REGIONAL STANDARD DRAWING Rdormalt. t Stanton w/D9 INLETS AND CLEANOUTS Eats �IR T R.g•Ib 03/11talad 7 Rpab 1D/16 NOTES AND DETAILS [abc M. "W. 10/le RECOMMENDED er ME SAN DECO REGIONAL STANDARDS COWtTTEE DRAWING D-11B NUMBER 12 O s .- 1i 41 / 16 0 P _ IST Icr Rlv TELY ,GR MAINTAINED MAINTAINED (18 1 T SEE NOTE 14 DETAIL NAf 600Rrr. 124: MAX 13 14 12 15 SEE NOTE 7 SEE NOTE 16 ' 2 1 `I �0 JAB-� 16� (21 77 . A SEE 8 �. NOTE 6 5) i 9,) '� C: e ,1 j. 1W .\ SEE NOTE 8 SEE OTTTW FOR NOTES REGARDING THE INSTALLATION OF FIRE SERVICES SEE WF-05. SHEET 2 OF 2 LEGEND ON PLANS ITEM SIZE AND DESCRIPTION ITEM NO SIZE AND DESCRIPTION 1 9CONCW TE THRUST BLOCK SEE WI-01 13 SEE NOTE 4 2 WATER MAiN 14 CHAIN WITH KNOX LOCK SEE NOTE 4 3 200mm IS") GATE WELL WITH LiD SEE 15 FLANGED TEE WITH "FDC" SEE NOTE 4 WV-01 OR WV-02 16 CONCRETE SLAB. MINIMUM t00mm (4") SIZE SIZE MJ%PO/FLG x FLG TEE 4 THICK x 900mm (36") WIDE x AS REOUIi SEE NOTE 15 5 FLG x MJ:PO/FLG RWGV 6 FLG x Md/PO ADAPTER [IF REQUIRED) 1i tymm t3q"1 BYPASS. METER IS RP DEVICE - 7 ------..--...----..-....----.-........... _.- - C-900 PVC PIPE 18 -------- ADJUSTABLE VALVE SUPPORT 8 MJ!PO x FLC 90' BEND 19 PVC OR DI PIPE SEE NOTE 9 9 DOUBLE SPOOL MAXIMUM. FLANGED DUCTILE 2C FLANGED ANGLE PRESSURE REDUCING VALVE IRON PIPE SEE NOTE 7 10 COLD JOINT STRIP 21 TRACER WIRE ACCESS PORT. 100mn 14n) A 11 FLANGED 90' BEND. SEF NOTE 7 200mm t8"1 LONG SDR SEWER PIPE W/ LAP RWGV W: WIRE PER Ill MODIFIED WATER AGENCIES STANDARDS 1 00mm (q LARGER OMMITTEE APPROVAL 1co FIRE SERVICE INSTALLATION RAWING NUMBER' WF -05 xe x2.• .. r SAr a .A a DETAIL OF AC PAVING 1 5/8• r 5ro• NOTES 44' D 1. FRAME SHALL BE CAST IRON- CAST IRON SHALL CONFORM TO ASTM 48. CLASS 35B. 2. WEIGHT. FRAME 212 LB& 3. USE COVER SHOWN ON M-03A 4. MACHINE ALL MATCHING SURFACES AND SEATS OF FRAME AND COVER TO PREVENT ROCKING, 5. IMPORTED FRAMES AND COVERS SHALL HAVE THE COUNTRY OF ORIGIN MARKED IN COMPLIANCE WITH FEDERAL REGULATIONS. 6. COVER CANNOT BE BOLTED TO THIS FRAME. Revision B Approved Dale SAN DIEGO REGIONAL STANDARD DRAWING REO� Ae� �� Updated 0 fisroR.n tl- REVIEWED D D-.."rt. two /p�n.jprd 36" MANHOLE FRAME -..,. RCE 12246 D.t• - LIGHTWEIGHT - HEAVY DUTY DRAWING M-03B NUMBER NO' I REFLF. SECTION '511C OF THE SPE,IFICAiIDNS '1 INSTALL WARNING/IDENTIFICATION TAPE AS SHOWN ON wP-01 3) LOCATION OF FIRE SERVICES SHALL BE AS DIRECTED BY THE FIRE DEPARTMENT OF JURISDICTION. FIRE SERVICES SHOULD BE LOCATED iN SUCH A MANNER THAT WILL ALLOW THE DEVICE TO BE READILY A FORINSPECTION. REPAIR. ACCESSIBLE AND USA GE 41 TAMPER SWITCH, AUTOMATIC RESET. CHAIN WITH KNOX LOCK. AND FIRE DEPARTMENT CONNECTION ("FDC"i SHALL BE AS REQUIRED BY THE FIRE DEPARTMENT OF JURISDICTION 51 BALL VALVE TEST COCKS SHALL BE PROVIDED AND LL)CATEC PER THE MANUFACTURES RECOMMENDATIONS AND THE REQUIREMENTS OF THE WATER AGENCY STANDARDS 6) INSTALL FIRE SERVICES 50 THAT THE DISTANCE BETWEEN THE HUTTDM OF THE RELIEF DIAPHRAGM AND THE CONCRETE SLAB OR FINISH GRADE iS 300mm 112"1 MINIMUM AND 6001nn 24") MAXIMUM 7) INSTALL AN ANGLE PRESSURE REDUCING VALVE IN LIEU OF THE FIRST 90" BEND WHEN SYSTEM STATIC PRESSURE EXCEEDS 1.03 MPG 1190 PSI I, WHEN RECOMMENDED BY THE PACKFLOW MANUFACTURER. OR AS REQUIRED BY THE DISTRICT ENGINEER 01 INSTALL PIPE AND RELATED APPURTENANCES IN 'H15 AREA PER THE REOUIREMENTS OF THE WATER AGENCY STANDARDS 9i INSTALL PIPE AND RELATED APPURTENANCES IN THIS AREA AS REOJIREO BY THE FIRE DEPARTMENT OF JURISDICTION 10)ABOVE GROUND APPURTENANCES SHALL BE PAINTED AND IDENTIFIED A`. CALLED FOR BY THE FIRE DEPARTMENT OF JURISDICTION TING SHALL BE CONDUCTED AS CALLED FOR IN SECTION 15112 OF THE SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE DISTRICT 121CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15U61 131MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS -IST 141D l5TRICT RESPONSIBILITY ENDS AT EDGE OF PROPERTY LINE. R:(:HT OF wAY. OR EASEMENT IT 15)'200wEr 124"1 MINIMUM CLEARANCE SHALL BE MAINTAINED ALL AROUND PA,. WHEN INSTALLED WITH OR By A WALL _:R ANY OTHER OBSTRUCTIONS L 16)INS1ALl A CASING ENCASED IN CONCRETE WHEN THE DISTANCE BETWEEN j P/L. R/W OH EDGE OF EASEMENT AND 'HE RISER TO RPOA EXCEEDS 600mm (24"). NO CONNECTIONS OF ANY KIND WILL BE PERMITTED IN THIS AREA. INSPECT [IN REQUIRED PRIOR TO BACKFI-_. LENGTHS IN EXCESS OF boornn (24") TO BE APPROVED BY DISTRICT ENGINEER 171DG BACKFILL IS REQUIRED FOR DETAILS REGARDING THE INSTALLATION OF FIRE SERVICES SEE WF-05. SHEET 1 OF 2 100mm (4") AND LARGER FiRE SERVICE INSTALLATION NOTES LEGEND ON WATER AGENCIES' STANDARDS COMMITTEE APPROVAL D9.1' DRAWING NUMBER WF -05 �OFESS/q�, •allll F U S CO E w m = m C 75822 * EXP. 06-30-20 clvo- OF CA�\EO 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 0 fax 858.597.0335 • www.fuscoe.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED Y: � DRAWN Y: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. �� - Al AS -BUILT GRADING PLAN SET S2N 21912021 DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP IN LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE 01/29/2021 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: -7'�. 19 R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06-30-2020 RECOMMENDED. JESS OWENS DAB if 8�t 9 APPROVED. ARD J. NAM CITY ENGIN% 71 GRADING PLAN FOR: SUNSET HIGH SCHOOL 684 REQUEZA STREET ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN: 258-122-35-00 & 258-122-36-00 PLANNING CASE NO: 18-117 ADR PMW CDP REGIONAL STANDARD DRAWINGS 14088 - G PUBLIC WORKS NA ---- I INTERSTATE HIGHWAY A BRYAN D. SMITH DATE .StPiVe, Nowak 21912021 PLANNING N{} ---- C16 N RTH T RETURN INTO IPP MEMORIAL H PIT REVIEWER JQO 2/q RECORD FROM: POINT NUMBER 1048 PER ROS 18416 ELEVATION: 17 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR KK 2/q SHEET 16 OF 16 :\PROJECTS\307\016\PLANS\PRECISE GRADING\307-016-GP-14STD.DWG (07-02-19 7:5825PM) Plotted by: Lizetle Salazar