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2018-14088 G (Plans)RI HT- F -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 #61999 -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 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 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 RESOUkES, 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. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE 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. ■ e 2 N gilfiku tow 0 0 1 w z EROSION T L STORMWATER POLLUTION T T ES OWNER SITE ADRESS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. RELATIVE TO CONSTRUCTION ACTIVITIES SAI', DIEGUITO UNION 684 REQUEZA STREET 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE COY AT (760) 753 -6491 ext 5549, 24 HOURS A DAY. HIG ,`� SCHOOL DISTRICT ENCINITAS, CA 92024 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 710 ENCINITAS BLVD ENCINITAS, CA 92024 SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, (760) 753-6491 AT CONVENIENT LOCATIONS TO FACILITATE RAPED CONSTRUCTION OF TEMPORARY EROSION .CONTROL MEASURES WHEN SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM RAIN !S IMMINENT. OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT 3. DEVICES SHOWN ON PLANS SHALL NOT BE ` MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING LOCATION. LEGAL DESCRIPTION, INSPECTOR. CONSTRUCTION SITE ACCESS LOTS 24 AND 25 OF RANCHO REQUEZA, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2133, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 11, 1928. THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS FROM CONSTRUCTION SITE 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. EXCEPTING THEREFROM THE SOUTHERLY 22.00 FEET. 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. CONSTRUCTION VEHICLES APN: 258 - 122 -35 -00 AND 258- 122 -36 -00 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. GROSS /NET AREA: 3.47 AC ' T F F: \PROJECTS \307 \016 \PLANS \PRECISE GRrQ1NG \307 - 016- GP- 0ITS.DWG (05 -28 -19 8`.42:22AM) Plotted by: Lizette Salazar EROSION T L STORMWATER POLLUTION T T ES OWNER SITE ADRESS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. RELATIVE TO CONSTRUCTION ACTIVITIES SAI', DIEGUITO UNION 684 REQUEZA STREET 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE COY AT (760) 753 -6491 ext 5549, 24 HOURS A DAY. HIG ,`� SCHOOL DISTRICT ENCINITAS, CA 92024 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 710 ENCINITAS BLVD ENCINITAS, CA 92024 SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, (760) 753-6491 AT CONVENIENT LOCATIONS TO FACILITATE RAPED CONSTRUCTION OF TEMPORARY EROSION .CONTROL MEASURES WHEN SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM RAIN !S IMMINENT. OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT 3. DEVICES SHOWN ON PLANS SHALL NOT BE ` MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING LOCATION. LEGAL DESCRIPTION, INSPECTOR. CONSTRUCTION SITE ACCESS LOTS 24 AND 25 OF RANCHO REQUEZA, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2133, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 11, 1928. THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS FROM CONSTRUCTION SITE 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. EXCEPTING THEREFROM THE SOUTHERLY 22.00 FEET. 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. CONSTRUCTION VEHICLES APN: 258 - 122 -35 -00 AND 258- 122 -36 -00 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. GROSS /NET AREA: 3.47 AC ' T F TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 4 &F-o-414 .J �. rcy T. tCew � 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. EROSION CONTROL SOILS ENGINEER'S CERTIFICATE 1, .�� EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES , c� l 8. GRADED AREAS AROUND THE PROJECT PERIMETER FAUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES WE, GARRY W. CANNON , A REGISTERED ENGINEERING GEOLOGIST AND RAUL R. GARCIA , A TO CONSTRUCTION: SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE MATRIX. THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40� . SILT AND OTHER DEBRIS SHALL (} ( } L DE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR DIRECTION ON 6/28/2018. REMOVED AFTER EACH RAINFALL. IMPERVIOUS AREA AFTER �-� ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WI I H MY RECOMMENDATIONS, STABILITY OF THE SITE. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, WE HAVE REVIEWED THESE CONSTRUCTION: CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS STORMWATER POLLUTION CONTROL POST CONSTRUCTION /I T EROSION CONTROL MEASURES. PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING= REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CON INCORPORATED Njf4yo Et400te AL 6960 DERS DRIVE -4-' 'RtI Fi N tZoA ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL 0r THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; SAN DIEGO, 92121 �� ,4 G RY LL �'�� STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. THEY HELP DECREASE EROSION. 858 -558 -6900 1 AREA: 10,679 SQFT INCREASE 15%.5-4(p. jvvc> N� 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT E N, RING JOB #: 61999 -42 -10 T WITHOUT A PERMIT FROM THE CITY. IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY GEOL - PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. F cAv 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR EXPORT = 0 CY .z.,__1 LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES SIGNED: DATE: .. - MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. ARE COMPLETE. RR .CAN ON CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT . .G. o.: 2201 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. LICENSE EXPIRATION DATE: 11 -30 -20 FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. _ ON SITE CONSTRUCTION MATERIAL STORAGE Vl ;F ,lf WDID NO. 9 370386443 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND ► ` DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 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 s�- -SITE. SIGNED: DATE: 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES SIGNEE. RAUL R. GARCIA FROM THE CITY. 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 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST TRAINING STATEMENT OF ENGINEER F WORK MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE CONTRACTORS' MPLOYE E ES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL. COMPLY LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT REQUIREMENTS. THESE BMP NOTES SHALL B E AVAILABLE BILE TO EVERYONE WORKING ON SITE. THE ITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. L ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY . EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND WASTE MANAGEMENT PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY 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. CONTRACTOR SHALL BE RESPONSIBLE FOR PR 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 OWNER'S STATEMENT FOR SWPPP PROJECTS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR / DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING WATER RESOURCES CONTROL BOARD SWRCB ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISGHARGES C } OF STORMWATER RUNOFF ASSOCIATED TIMES. DUMPSTERS WITHOUT I LDS SHALL BE PLACED WITHIN STRUCTURES WITH IMP- ERVIOUS ` OUT OF THE WORK PERFORMED BY THE ENGINEER. Rp�Essi0 WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. FIRM: STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE . DEVELOPED FUSCOE ENGINEERING, INC. AND IMPLEMENTED CONCUI,I�E.NT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY � OF THIS PROJECT SWPPP SHALL ' BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. CITY STATE: SAN DIEGO CALIFORNIA 92122 co -a 0 r-n BE FILED WITH THE CITY OF ENCINITAS: FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS TELEPHONE: (858) 554 -1,500 w m m ' THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE 75822 HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 - 1195. FOR INFORMATION ON LANDFILLS . EXP. 06 -30 -24 s� IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY AND TO ORDER DUMPSTERS CALL EDCO AT 760 436 -4151. ( ) qT c�viL� BY: DATE: THIS GRADING PLAN N 14 - - LA 0 088 G AND BY SWRCB NO. R9 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS OF CPL�F THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING BRYAN-D. SMITH R9 -2009 -0001. RECEPTACLES AROUND THE SITE. R.C.E. NO.: 75822 CIVIL SHEET INDEX REGISTRATION EXPIRATION DATE: JUNE 30, 2020 WDID # 9 37C386443 RISK LEVEL: 1EVEL -1 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. DATE: 612 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. w: CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY SIGNATURE: FROM CONSTRUCTION SITE ROBERT A. HALEY FOR SAN DIEGUITO UNION HIGH SCHOOL DISTRICT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770, EARTHWORK DATA IMPERVIOUS AREA CERTIFICATE IMPERVIOUS AREA PRIOR STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5:1 TO CONSTRUCTION: 74,994 SQFT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL MAXIMUM VERTICAL DEPTH OF CUT = 9' BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND MAXIMUM VERTICAL DEPTH OF FILL = 7' IMPERVIOUS AREA AFTER STABILITY OF THE SITE. - CONSTRUCTION: 85,673 SQFT CUT = 5,000 CY FILL = 5,000 CY* I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, INCREASE IN IMPERVIOUS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, *ASSUMES 10% SHRINKAGE FACTOR FOR ALL FILLS AND AREA: 10,679 SQFT INCREASE DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF REMEDIAL GRADING DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY IMPERVIOUS AREA REPLACED: 74.994 SQFT WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, EXPORT = 0 CY SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR REMEDIAL = 14,200 CY PER GEOTECHNICAL CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT RECOMMENDATIONS OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. DISTURBED AREA = 2.92 ACRES Vl ;F ,lf WDID NO. 9 370386443 SIGNATURE: DATE: NOTE: ROBERT A. HALEY BMP PROJECT STATUS THE GRADING QUANTITIES SHOWN ABOVE ARE FOR BONDING PURPOSES ONLY AND DO NOT FOR: SAN DIEGUITO UNION HIGH SCHO'GLl DISTRICT 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. i; DESCRIPTION: 2. R 5 BASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INLET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE BRYAN D. SMITH nD1 \!C MCCT n17 IAITCDCTATC L11r%"1AIAV C AT T1 I SIGN DIM w_1\ECORD FROM: POINT /NUMBER 1048 PER ROS 18416" CITY ENGINEER DATE 7LEVATION: DA 1 ®L 7 i IOW� ICI � f.� i A INSPECTOR 4/t`lp/17 SIGN / � - - v I SI - 1 Smw - X. - - - ," el- SIGN PLANS PREPARED DATE: -- R.C.E. BRYAN D EXP.: 06-30-20/20 JESSJV 6WENS DATE DIVISION APPROVED- ?GRA0WG PLAN FOR: SUNSET HIGH SCHOOL 684 ,: 92024 EDWARD J. WIMM!ji SAN DIEGUITO UNION HIGH SCHOOL DISTRICT CITY NG L APN: 268-122-35-00 & 258-122-36-00 TITLE DATE' 4" 7 7� PLANNING CASE NO: 18-117 ADR PMW CDP GENERAL NOTES 1. IMPORTANT NOTICE: SECTION 4216 OF GOVERNMENT •D REQUIRES a ALERT IDENTIFICATION ' BEFORE "PERMIT TO EXCAVATE BE VALID. FOR • ' DIG ALERT I.D. • 1 SERVICE ALERT, TOLL !i TWO DAYS •- i i 2. CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING THE PROJECT GRADING AND/OR CONSTRUCTION ACTIVITIES. THE PROGRAM SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE STATE WATER RESOURCE CONTROL BOARD AND THE CITY OF SAN DIEGO MUNICIPAL CODE AND STORM WATER STANDARDS MANUAL. 3. "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR REPLACEMENT OF SUCH PUBUC IMPROVEMENTS IS REQUIRED, THE OWNER SHALL OBTAIN THE REQUIRED PERMITS FOR : PUBLIC r SATISFACTORY • • • a PERMIT- AUTHORITY. / ALL EXISTING A%OR PROPOSED a • SERVICE FACILITIES SHALL INSTALLED UNULK ROUND IN ACCORDANCE WITH SECTION 144.0240 OF THE MUNICIPAL CODE. 5. THE AREA WHICH IS DEFINED AS A NON-GRADING AREA AND WHICH IS NOT TO BE DISTURBED SHALL BE STAKED •ri• TO START OF WORK. THE PERMIT Ae. AND ALL OF THEIR REPRESENTATIVES OR CONTRACTORS COMPLY REQUIREMENTS FOR PROTECTION OF THIS AREA 1. t REQUIRED R ANY APPLICABLE AGENCY. ENGINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND /OR FIELD SURVEY DATA, AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A, CHANGE IN THE PLANS AND /OR AN INCREASE IN COSTS) TO THE OWNER AND TO THE ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO 00 SO BY AN APPROPRIATE OWNER REPRESENTATIVE. 5. QUANTITY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION, AND SHOULD BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND PRESERVATION OF ALL SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTION OF THE GOVERNING AGENCY. 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES (IF APPLICABLE). 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 9. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1- 800 -422 -4133 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SET OF PLANS. 10. ALL STORM DRAIN CATCH BASINS AND CURB INLETS SHALL HAVE STENCILING OR MARKINGS WITH PROHIBITIVE LANGUAGE PER THE APPROVED SWMP FOR THE PROJECT. SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. 1. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THE ENGINEER BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK OF THE CONSTRUCTION PROCEDURES AND SAFETY PROCEDURES FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEER'S EMPLOYEES. 2. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3. ALL WALLS, SLABS, ASPHALT PAVING AND OTHER IMPROVEMENTS SHOWN AS TO BE REMOVED OR DEMOLISHED WITHIN THE LIMIT OF CONSTRUCTION WILL BE REMOVED AND DISPOSED OF AT AN APPROVED SITE. 4. THE CONTRACTOR WILL MAKE EXPLORATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO 'PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. 5. WHERE NEW UNDERGROUND CONNECTS TO EXISTING WORK IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATIONS AND ELEVATION OF EXISTING WORK PRIOR TO EXCAVATION FOR NEW WORK AND TO CONNECT THE NEW WORK THERETO. ALL POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE FIELD ENGINEERS ATTENTION IN ADVANCE TO PREVENT DELAYS IN CONSTRUCTION SCHEDULE. 6. THE L ®CATIONS OF ANY UNDERGROUND STRUCTURES AS SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDER - GROUND OR OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLAN : 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL DE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL 'WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. i ` ji s i(PAULTI- PURPOSE �{ ROO Ll _fyill z X\ O 4 f... < g < s 0 m 0 SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLANS 4. o �J 22. Cfv EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE , THE WATER LINES _ J FLOWLIN E . . . . . . . . . . . . . . . . . . . . . . . . COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND NOTIFICATIONS THE ESTIMATED COST BY THE DEVELOPER. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO 1 S81 °34'44 1fE 0 m 0 SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLANS 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 EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE , THE WATER LINES CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF FLOWLIN E . . . . . . . . . . . . . . . . . . . . . . . . COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND NOTIFICATIONS THE ESTIMATED COST BY THE DEVELOPER. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF EXISTING CONTOURS OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE 14. PIPE LENGTHS WITH DEFEECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. DAYLIGHT LINE . . . . . . . . . . . . . . . . . . . . . 19 -FOOT PIPE LENGTHS WITH DEFEECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 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 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. r PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND STORM DRAIN PROJECT. CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH A. SEWERS - CSD /ESD - (760) -633 -2770 LWD 760- 753 -0155 TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE RESIDENTIAL LOT. ssco AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. 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 SANITARY SEWER . . . . . . . . . FOR ALL TRENCH WORK. E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X -2233 THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. #P OF BASIN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE PARTS. WAS FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. FV CDA WATER SERVICE (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: 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 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 GAS AND ELECTRIC VAULTS. EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 19. SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION PRECAST CATCH BASIN . . . . . . 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED (18$'X18") THE SDWD INSPECTOR, mmmvmm�WR AD WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE S - BOTTOM • EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE , THE WATER LINES - CATCH BASIN FLOWLIN E . . . . . . . . . . . . . . . . . . . . . . . . ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. NOTIFICATIONS 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO FLOOR ELEVATION EXISTING CONTOURS OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN FIRE HYDRANT ELEVATION . . . . . . . . . . . . . . . . . . . . . . . ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF 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, - GRADE BREAK DAYLIGHT LINE . . . . . . . . . . . . . . . . . . . . . HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 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 - REINFORCED CONCRETE PIPE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR r 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 STORM DRAIN PROJECT. NOTIFICATION OF COMMENCEMENT OF WORK: SDRSD DIEGO A. SEWERS - CSD /ESD - (760) -633 -2770 LWD 760- 753 -0155 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE B. GAS & ELECTRIC - SOGE - (760) -438 -6200 ssco PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED C. WATER - SAN DIEGUITO WATER DISTRICT - 760 633 -2650 ( ) OF ': UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON D. TELEPHONE - SBC BELL - (760) -489 --3411 SANITARY SEWER . . . . . . . . . IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X -2233 TOP OF rA. WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. #P OF BASIN TOP /TOE OF i' 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. WAS INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE FV CDA WATER SERVICE (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: w RIGHT -OF -WAY OR OUTSIDE WA T TER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL (76fl)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT . WAS WS -02, WR -04 . . ' . . TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. TO REJECTION AND REMOVAL. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO FV GAS AND ELECTRIC VAULTS. . . . WAS WV -02 . . . . . . . . . 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. PRECAST CATCH BASIN . . . . . . 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE 4 EA HYDRANT, METERS,VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. (18$'X18") 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED (24 "x24 ") FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 1 EA mmmvmm�WR AD AMERICANS DISABILITIES ACT S - BOTTOM • CB - CATCH BASIN FLOWLIN E . . . . . . . . . . . . . . . . . . . . . . . . CUBIC YARDS EX - EXISTING PROPOSED CONTOURS. . . . . . . . . . . . . FLOOR ELEVATION EXISTING CONTOURS GRADE FLOW DIRECTION AND SLOPE . . . . . . . . . . . . FIRE HYDRANT ELEVATION . . . . . . . . . . . . . . . . . . . . . . . #. LINE EXISTING ELEVATION . . . . . . . . . . . . . . . . . . SURFACE GB - GRADE BREAK DAYLIGHT LINE . . . . . . . . . . . . . . . . . . . . . ELEVATION ' POLYVINYL CHLORIDE RCP - REINFORCED CONCRETE PIPE RIM - RIM OF STRUCTURE ELEVATION r • STORM DRAIN SDCO - STORM DRAIN CLEAN OUT SDRSD DIEGO SQUARE 3" STORM DRAIN U.O.N. . . . . SANITARY ssco SANITARY OUT STORM DRAIN . . . . . . . . . . OF ': •' OFDITCH SANITARY SEWER . . . . . . . . . i' OF •i TOP OF rA. WATER . . . . . . . . . . . . . . . #P OF BASIN TOP /TOE OF i' FIRE SERVICE POC . . . . . . . . • OF U.O.N. OTHERWISE NOTED WAS - WATER AGENCIES STANDARD FV CDA WATER SERVICE F: \PROJECTS \307 \016 \PLANS \PRECISE GRADING \307 - 016- GP- 02KM.DWG (07 -02 -19 7:155 :17PM) Platted by: Lizette Salazar GRADING THE #'. SHALL CONSIST OF # i' OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF ■.i ING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, OW OR REQUIR i i THIS SET OF STANDARDS, ■ : • REQUIREMENTS, r • • ORDINANCES i ON PLANS. GRADING, THE PA AND it SHALL PERFORMED ACCORDANCE • • DOCUMENTS, CURR AT THE TIME OF • ' - UCTION, BY ENGINEER. 1. CITY OF . . CODE 2. CITY OF DESIGN 3. THIS SET OF PLANS d 2016 CALIFORNIA BUILDING #! A AMENDMENTS •. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS • # BOOK) SOILS 7. •• AND RECOMMENDATIONS BY GE• # •" #'A 1 8. SDRSD AND AS MAY BE MODIFIED COUNTY 9. OF A DIEGO HYDROLOGY STORM 10. COUNTY OF SAN DIEGO DRAINAGE DESIGN MANUAL 12. STORM WATER QUALITY MANAGEMENT PLAN (SWQMP FOR SUNSET HIGH SCHOOL) PREPARED BY FUSCOE ENGINEERING DATED APRIL 2Q19 13. CALIFORNIA QUALITY ASSOCIATION CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION : LEGEND SAN DIEGO REGIONAL STD DWG ` DESCRIPTION DWG. NO. SYMBOL QTy PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIGHT OF WAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . EASEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - FLOWLIN E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED FENCE. . . . . . . . . . . . . . . . . . . . . . . . . . X PROPOSED CONTOURS. . . . . . . . . . . . . . . . . . . . . .. 73 EXISTING CONTOURS . . . . . . . . . . . . . . . . . .mm FLOW DIRECTION AND SLOPE . . . . . . . . . . . . . . ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29.00 FS .� EXISTING ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . (29.00 ).-i SLOPE ... ............................... . . . . DAYLIGHT LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ SITE RETAINING : PER r � " BUILDING RETAINING WALL . . . . . PER STRUCTURAL PLANS DEEPENED FOOTING . . . . . . PER STRUCTURAL PLANS SEAT WALL . . . . . . . . . . . . . PER LANDSCAPE PLANS EXISTING STORM DRAIN . . . . . . . . . . . . . . . . . . . . . . .mm EXISTING SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . .., m w ss EXISTING WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . _ M u EXISTING FIRE SERVICE . . . . . . . . . . . . . . . . . . . . . . . xw ».. ._.__. EXISTING ELECTRICAL . . . . . . . . . . . 3" STORM DRAIN U.O.N. . . . . . . . SDRSD D -60 . . . . . . . STORM DRAIN . . . . . . . . . . . . . SDRSD D -60 . . . . . . . . -- SANITARY SEWER . . . . . . . . . . . WAS SP -03 . . . . . . WATER . . . . . . . . . . . . . . . . . WAS WP -02 . . . . . FIRE SERVICE POC . . . . . . . . . . . . . . . . . . . . . . . . . . . FS 1 EA FIRE SERVICE W /DCDA BFP. . . SHEET C12, WAS WF -05 FV CDA DOMESTIC BACKFLOW PREVENTOR WAS WS -01 . . . . . . w RECYCLED SERVICE METER. . . . . WAS WS -02, WR -04 . . ' . . RW - FIRE HYDRANT ASSEMBLY . . . . . WAS WF -01, WF -04 FV VALVE . . . . . . . . . . . . . . . . . . WAS WV -02 . . . . . . . . . . . . . . . . . PRECAST CATCH BASIN . . . . . . . DETAIL 'W' SHEET C10 . . . . . . . . (12 "x12 ") 4 EA (18$'X18") 1 EA (24 "x24 ") 3 EA (36 "06 ") 1 EA STORM DRAIN CATCH BASIN TYPE G -1. SDRSD D -08 . . . . . . . . . . 3 EA STORM DRAIN CATCH BASIN TYPE G -2. SDRSD D -08 . . . . . . . . . . 3 EA STORM DRAIN CLEAN OUT TYPE A -6 . SDRSD D -09 . . . . . . . . . . 2 EA AREA DRAIN• . . . . . . . . . . . . . DETAIL 'V' SHEET C10 . . . . . . . 15 EA SLOT DRAIN . . . ` . . . . . . . . 7000 SERIES OR EQUIVALENT . . . . 150 EA BUILDING ROOF DRAIN POC . . . . . . . . . . . . . . . . . . . . . . . . . . SD 42 EA STORM DRAIN CLEANOUT . . . . . . . SDRSD SC -01 . . . . . . . . . . . 24 EA HEADWALL TYPE 'A' . . . . . . . . SDRSD D -30 . . . . . IIAZ' 5 EA PEDESTRIAN HAROSCAPE • . ` . . • ' . SHEET C4 • . . . . 77 77 77 7 PERMEABLE PAVERS . . . . . . . . . . SHEET C4 . . . . . . BIORETENTION BASIN . . . . . . . . . SHEET C10 ...................... ... 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I- - ��777__�, x 1-11 � " - - X_ ,1, 11.1 . *= _'__ - ', : ., -_ , � � , 1-1 _. 7___ ;;Is -11 a] F:\PROJECTS\307\01 6\PLANS\PRECISE GRADlNG\307-016-GP-0,3DP.DWG (07-02-19 7,55:28PM) Plotted by: Lizette Salazar - I � � ,I �, ,/ I 1 J I ;� � , � , � . . I ,,-\� �/;, �-,�, , ? ` � f , '" "'i I J J I , , �' , , 1� . " � - ,,, I i 1`1 1 h ,,, 1 / / / I - / J� 1� I � "I ,� �, � , � j 1. /I N I . ,?, 1 , " i ; i. � , I �, 11 , t� , I., . I -, J�q . � IN , � I I � � j ,� t i �,, , g _- '. , f ", , 1 1 1 , , , . , � '. , - , I I J . .. ,,,_'111__1___1__, . ,:�� 'IN . \ \-\ \ \ � . x e � I 1, / F 11! i I/ ,I �, I " � .,� j� f , " , I � NOTE: - I 1,1; - �: % 41Z, - . � 01 1� f 11, ; l � 1 j, / f 1/ ,vh ? � , " , I �' i , J, 1 I , . "I I .. li �, .: � ,,, i � � , ` ,I , I I , 10, 1, � I -1 , � . I I " I ..--,-- , , ,�,I` i ill �," I I /s , - i I I I 1 I I " 'M 1 - /' , 1 ", i I I-,-- , _1 I ", -1 :,'� � I ,.._, 1�� /11 . � I , j 1 ,i �1 , I ,, , I - I . V, , � . \/ --- � . _\/ I , , el D. 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I � 1 " , , , " , '. � , , � > I I �� -1 A ., " I , �, , I _'' ___". . -,---- " � 1 I I � � I hN � ., " '1L , I , s, '! 11 , 1h , I I I , , I 11 f I I . ,�.,________,_______ WOOD I , I �, I I H 11 I 1 .� ! i 1, GRADING SHALL BE DEMOLISHED AND REMOVED UNLESS 11q I, �1 , �� " I Ii ", 1 ,� '' I " " I .4 � .1'. . , I � 9 I � I ETE 11 � I ,�� , I I I I 1 "'; I I I I I I I i I . / k- / Y ,� � I I I 1 I I , . 11 � . ---- � I � 111 ,I , I OTHERWISE NOTED __ DECK N A ? i 1, 1� 1 �, I I I I I I I I � , , , I I ,� - � , 1;� J, " i I " ,,, ,I �� I I , ,, n " �', � , , " -- : , I i I j I I , -----/- /----/-- __,"'I' %. I I , I � � , .. /_ /_,_�,A_0. / I I I , , 1 I I I , , , - , , f I j , I �, � I - I I �, , , j J, , j , , , , , � , j , , � --1____----____ \ RAMP ./ "I" _,---------� I "' I, � I , '' , I � , ( i , , I i I ,,, , 14� IPA %4.. \ 1�1_ 11 ,I I i I I � . , > , I , I '. , � � 4_1 4_4 -1-4 %% ;e` _1� 1, 1. � p , I I I I I I f 179 WOOD 1_,_1_1_1' , � '11 I -�,., I , '' H. , , 1 �, � � , I t,� �,,'� ,� , I , � i I -1-4 pwj i i � L. k--I� - 0 - �1.1 i'� i , '' lji� � I � I 111 I � 0 , , , � , � : I % '. \ k I I I I -,, 1, I ,,� I I I I I I I " . � � I � , -I I , I �,, I I I I , � � /G /--/--/-- )G k_1_-qc, , STRUCTURE A , , , ; , I , 11 I 11 , 1 I I � 11-1111, ... _-1-1 .. . ......... __ � , , � I I i � " I I, 1 ,,, I 1, I I , Z I I I I I I, 1, I 'i, I I , , I I I, 2) ALL EXISTING STREET SIGNS, LIGHTS, & , 11 i I i i � , � 3, � � �� , I I I I I I : ; t : _�D_ "11-111., I � � � ,I , � : . � I q I'll , i , � � 11. I .�_ i � * I I , I : - I f � a 11-1 OOD ! i 1 f IN PUBLIC RIGHT OF WAY SHALL BE PROTECTED IN PLACE 4. i i I, i , '' , I �,', 1i �','� I t � I �j � �., �� ,� I I : � � I'M I 11 I �, � � � : i I � : I I , I ; . � f I � � � I � I . . I i ' , , 11 E - I I � " �, 1, I I 1, : ,, 11 I 11" , I ; � � � - , ` I . � � � � I : I , - I I ,I � i i : ECK x I I 1 I , I I ;� � '' I I i I I I I DURING CONSTRUCTI i : � : � ,Z/ \ /1'11� , � � , , �,, I , ! : ,I t � . ; I 1, I * 11 � 1 ,I 'i " " ,,, � ,I li I I : : I 11 : � � __ .. ................ __ I I � " I I I , : I .. I I I I h Olt � , I I , : 1 , I � " I , ,j � I � , ., 0 `____�_ , , : � *� 11 11 '� 11 1 � I �� I ,,I � I I I I SATISFACTION OF THE DEVELOPMENT SERVICE � � � i � � 1, i ,I.. 1, i i \ �11 I., " " I 11 "I "I I I 1, I � I I - - * , , " , : : : * �i I , , , I I I " � : : k : � I -1, � .. � �- .� , � ,Hj, 11, i 1, I -j� I 11 " I , z : % � � � P� ,I , - �.. I, 1 ,,, , I . ,\\\ I , � \ .. . , I '' � I , 11 , , � I � � : ; z " I i I 11 11; � � � I 11 � , , � 11, � � . i � . �, \ I 1; 3 ''' H� I � I I H , , DEPARTMENT. � 141, i . . � , t I I i , I I I i Z 1*5 I I � I � 'I I "; - I I �, ', I� -, " I : : I x - I I 11 � � '\ ....-, , � I I 11, I - - i : I � , I ,,, *, � , t , j ,� f I "I 11 I 1 I I I t I I I ,,*i, , - '. I , - - " __ __ , , I , . , , , I I ,,, . : , ASPHALT \1 \ \\\ �', I ,'� I 1 ", ,I 1 1 1, 1, 11. I I I, � I I I ,,, I 1H ,,� I, 'i `� ,� 1 � � � - � I ..; �� I , �, " �'il ,'I , � / , \ ,.I _11 I 3) GAS AND ELECTRICAL FACILITIES ARE SHOWN FOR + , \\3 , � , , , H - �t, , I I 11 I � � I'll. A \ ,\`� I _�_ I '____----,,, % ". 1 1, "', 1, ,,, ", � !,� H, I 1 I I 1. ,,, I ��, ", I I � \ \ 1 , I ,I STRIPING ,,,,,, I I I I ,I 1� in 1� ,11 "10, , " '' I " I I I I I, 11 __... � H� I I I REFERENCE ONLY. COORDINATE ALL DEMOLITION AND I � x 11. I 14 I R(P - . � � 11 � � .. - I , � " I �, 1. ,� , I , �,, t 1, 1, I ,, ,5 I �, � I I I I IMPROVEMENTS WITH DRY UTILITY PLANS AND SDG&E. "' ?. Q,e , ,I I , '� , �', I 1 I I -1. 11, I I I I I I -, - X , - � � �___ --,..-....-,-...--,...-,...--....-,--...-- -___ , 1 !,- I .� ��.'� 1 I �, t 1, I ?� I � ,,,,,,,, , ` I I I ,,,, 'I �, I . �, I � It I f e_ " ., �� i , � -, , I � \ I t " \ \ , " I I, � 1 I I ", 1 1 t � >, I .,t j -t ili, ,I 1. ,'I ; I I 1�11_1 X) � III ., , � i i ,I f � �I� , I H ,,�%11 \� 5 1. 1 Its. \ I 111. �� ,'I � , , �, �,;, ." "O., I -,,, " I r I Z \ A , , , o I, Ml I - , , I I � �� , � HO - - I � ,� 11 I ,,, i I � I . . . . . � � , > I 1� HH , � 'i , i i "i , �.- � , Z, 1 �I� I � I k I I '� 1. �,,k % �. " I'� .�� I �� 1�1 � I! " , 4) SURVEY AND UTILITY INFORMATION SHOWN HEREIN WAS , , , � � '' - -I --- � . .. I , � � � I,,, � , , 1-11, . X \ , �, I tl, I 1 � �, "', 1. ,�, � ,,, � � � � � , � . ,. " i -1, � PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY ALL 1, * , . � 1 '. , , i %� .. . \ I _,_ ,_,*,___,_, , , , 1, � " N \\ I I � I .�, . . 5 i 'h, %,'-� x " If " �s � I I � "I ,,, 'i I I I ". ,I- " 1. . 1, A 11 ."51 1" KM � ' I ' I 1 5' I, , I I . /1/Z - � � ! .. - I . I I ) � I'll - � A �,I I . 5F N, I I L"ri 1, \ , , I , \ �, i ` , � , I I I, I I " I �.11 - i I" ,\,',,It . � . :- .. , I � I i I �$ I, .. EXISTING CONDITIONS SHOWN ON THIS PLAN. . 4 ... I BUILDING � � � , I I " __,� ` 11 , I � ,I �, -.,,,-,, N . * , I - , I '. ''. . b. � . . . . . t'.. ,4 . I _.- .... . .... . 1-1 N1, . . X I PHALT . . ........ .... I - , . ">,. I , "_ . 4 \\ I , . , I I I ;I I . �J N .. . , , � ,.� , ,� . � , �� I I I "I I : 11 �, I . . . . . I I I, I , , ,-,., I , I I i I " , , I I I S.'r, 16 .. , , .. I , I I - , , -I I - I , N .. . 4 "b N \ X I , , , . A - . .. -,:, .. . . I � � I 'I I I I I I � j I - �k , I 1, I- � " I , , , , I , . .. . . X I� �, �, F , '�'% , I'll, i , 5) ALL UTILITY DEMOLITION IN THE PUBLIC RIGHT OF WAY IS . 4: EXISTING TO B ; I � M,� j'I . . ..... j I �', � I � N . , Ill I I 1, I � � " I I , . . . I I , '' " 1, � ,- I I I , \ .. , - �,� - , , , . k, . . 4 . . 1 3 .1 I I 1 I i ,'I I _1 I I . . 0 I I , I " -- I , " . I.. . , ELOCAT z I � I , � , 1:1 ,� 5� 1 I i i , I !, , ; I � � 11 ��t � � ",."'i � I- - S,�,- ,,, -� I I I . 0 11 I' A ...... . "A t�' \ I/ I J -11 I ,. Y . . ..... , . . , N'. . , _\ R ED BY ..-COUNT 'I", *" " , � I , I "' I 11 - - " ','I I , I \ ,_� I I "', 1111-3 1, ��_,!,','; '' 1, I i I i ', I 1,, I � , 4 ' 1* CONTAINER 5�'�� I i 1. I >1 'i-, -, HIA ,,, � I " '' " I " � . . . . � _.i I , " i i .I t � I I I 1, f, I I I I I , \\ OF SAN DIEGO 1; I ill _., . , � � , � x 'I ,I . , �, " � t�. I. . A �: . _11-1- 0 �* , I I I H 11 I " I 1 I , I I - I \ � - '.''- -N - X SEWER ��POST 11 --,-_ I . \ RIGHT OF WAY IMPROVEMENTS. ". I I I I ,,, I ,,, I I ,,, t -- 1 " . \\ , � I. ..... . .. , '' �� ", I I I I I I I t�' . ,.�', " ', ; , , I i "I" " 1 N ' . . 4 A __ CLEAN . (TYP.) �," . .... .... ��.1:1]11_11.,Il_ -, � I i i I � i 11, ", " I ; 1, I 1, t I � I - � i, i ��, I IZS - 4�, - I , . \ 1\ 4 ___,_._..,.__...__ , � - , , , I " ! I I , , � A�P/AHLT 1101, --� �, � I � H . . . N ,/_� \ S . .I I I I I -, -, H, i I I _�,, 11, : ,�YPNV . I \ \ I I i i 111 I I i!'I I I I ,�. , � , I � � , '_ i - "I ,I I I _,_-, ; . .t� \ OUT I � 11 , " I I "" i 711�_ . .. I- LIGHT (TYP-) I I I I " "p-, 11 I . I 4. . : N I , , "...."I'7 � � � '*I 1� , -If, HH I � ", 1 I I ", I ; I I I -1 , � A .. - 1��' \ �vl/ � BERM I i I I ,,, I 1-1.1 I I � � I I , I I I . CJ I i 11" , � 1; , � . . I (TYP.) � , � �, S ',,�,., I � 1 1� %� : . . . . I . . '� _1 , - , , , I : .. . . !� . . I i , , , � � ` I I I'll EXISTING EASEMENT NOTES . . . " , '' - I I . . 4 ' ','� I � 3 � I , - ., � I I , I . . I . \ \ ".., . ...... , I I I - � - , - i I I I I I � , �,, " / , , - " , I , , - � I -, I ! I I , f, , . . 4 - . _/ / ,� I YP) I . X I , 1 1 � I I , . --A-/- -/U�A , > . � , , I I I , I I I . T , . . / _� No, L---/- * I * �\ \ \ I 11 " I I "I � - I , -, ,� I I I - I I LT :A , . . ; \ t I I H I - , im , -1 t. I ,,, I ,1 I I , I I . . . . . : : �� " I I Hif � I H , - ,., I . I � : � ,I 4 I t �' 4 'r4�� . . - - , , .� I � I, i i �,, 1� I, -,,, i I 1, , - "" , , ,,, / "', I . . " I " � 1, , I I i 11 i I ,,, I I --,, , � , 4 . . . 1. I , A . I` I , , I I I �, ,,, �, i c� * -N . I i - " . I . . :4 \ \ 11 A I i ,I ., - I � I I ,,, I IHI � � .. ,� I � , 1, 12' WIDE EASEMENT GRANTED TO SAN DIEGO GAS AND � , , . I , � , , , I I I � .1 � . ,., , , - � " I I i ", !. f �', I ,,,� ,I . N,N . i i i , , / . � . - I ,I - I "' i I I .. 4 ; �, ,�. , � , : " � � .. : I . I I � , , I �, I I , " " ,I 'I \ I . . . . . . . I -- -----[�] � x I - - i j I, , >1 1, � I 1, I _,,_,.-,, ELECTRIC COMPANY FOR PUBLIC UTILITIES, INGRESS, EGRESS . i : 1\ \� I h ,4.. .. . . . . A N, i 1, % i \ \ ....- . ..... - .., "I" i I (D . . : 7 ._.__....1___.. , , I " , f 1 Z4- - . . I I t F__1 I I I, , I ''Hi i '... �, -, '' . I �, c� � . : i : ..:) - . , : : . \ - _ ,", I " � I I I " I I I 1, I, "' , , I I - , , � , k 1 . : . it 1, I - I I I I I ". � I , I'll . I I . �, I I��., . � � ..W �, \ I - --.----- . --r,---. If � A \ I �/ I , ` I H ,I I I I , "___"*1 I-- r- to- Qu I ,---., ;E/ --- 7 / / _11' 1 i I I I 11 !�ml I I I k , � � H 1 ,I " . __', AND INCIDENTAL PURPOSES, RECORDED OCTOBER 03, 1956 IN - � I I ,,, - I , , , . _/_ / � . .c : : TRAILER� -,,--' / I . I � : ; n POST \ \ 11 i 11 I I HH, I I, ii 1. I 1� t I . i : : _ � � , ''Il H i I 1, � , I I ", \ �__ - - I : � : CONCRETE \ ,;; � Im, I ,,, " I I, �i , ,I 1, � k BOOK 6283, PAGE 544 O.R. " ` . . WHEE I, I " � , , - . 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FUSCOE AN 1 !11 11111 1 iL ! 11 I ,I 11 !! : !I I , , � " I .ad�� - � - -m I iim � . �� , � �,-, I _� - � I , , , `� ; _ �,� 11 - . a - # 'I ;a= * * a 6 __1 I 10 - - � - __ - � ___ ________1 _11 I I � I - - ___ I I -I ___ AS-BUILT APPROVAL - ---------- - ____ I - I 11 I - -- --- --- I � __ I I - — � - - i 11 0 00, 11 ]OWIXT111 Z 0 ,a, i __ ___C_H_ECXED BY: ii , __ 11 ___ - - 1 - a -1 : � - - - __ ____ _____ __ ------- I I - I ENGINEERING DIVISION APPROVALS I . , __ _ � - . : mw� I* I _ . � � I I- 0 #I I I I � i — _ - - - --- � I � � � 11 E CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I I I - I I I --- I I '; DRAVW14G NO. i I Lq R 1 -3 II ril .1 m 902=1010,011,118151:1 M., I I I i _1 i i i = � I I - -11 � - _1__! ;I i J ;i ON --------PLANS PREPARED UNDER SUPERVISION OF :� — ______ - � -_ _____ - ---------- — �__ RECOMMENDED: APPROVED: ___ ______ - _ I ______ - I --- -_ I f __ — -_ _____ I - !GRADING PLAN FOR: SUNSET HIGH SCHOOL i 1: _; .111, I 11-1 i � ItsiORME41 : i i i � � ------- - - _ - ___ �: i i 1: PUBLIC WORKS',=Mi I ii i l! I � : DATE: 7. S. 11 1 on't I N, ;� i i 684 REQUEZA STREET i � : I I owl.frol�or-giol.,Iigov-.Tlc.wi, I _11 - i — : : i I :: I �1 1�0 I , . i i I I . : Im, a I I : i BRYAN D. SMITH D�TE I i _____ - ------ I I i I : I I 1 *7'"% I I � i I I L ___---,� 1 21 iiiiiiiiiiiiii 1w - I ff OM 2��l a 01121fi". I 1 ENCINITAS, CA 92024 i i I i I ; i i I- I 11 11 � I I 3 Tim"; 2 RIQ moreV.1144 A i � i - ___ _____ ; I I ��= i I � R.C.E. NO.: C 75822 i : i I JESSE/OWENS EDWARD J. WIMM Us I � � I SAN DIEGUITO UNION HIGH SCHOOL DISTRICT : : RECORD FROM: PQINT HUMBER 1048 PER ROS 1841 11 ; i i I a T:j I'm i L I mm� . - � : S.-im i � I :1 - CITY IENGI N n I �, I APN: 268-122-36-00 & 268-122-36-00 : i �i i 11 � ELEVATION: J2�� DATUM: NAVD8 i I., 11 111--_ .11, -__ - I ''I'll I'll, 111", ,,,,,,, - I �_ , , ", � �-�� I .---- -_ CITY ENGINEER DATE � i 11 I I I I -11 - 11 111-, 11 __ I'--,--- _ 7 � � I -------- mmummmmi I � I BRYAN D. SMITH i : : I EXP.: 06-30-2020 _: :i i :i - ; � -7 1 1jL A — ZAO�_ r_.Z DATE DATt I - ' j i I t � 1111,1111 1�� III - rA0 11111 I �' PLANNING CASE NO: 18-117 4ai2 P14W-CDP WNLa: 11111h(Wo- ILDI"A I I : I I 11 I I - i ! ili, I ; , - - 1ii, I ^4 W It i, , , I - � . f� I (V i f e/ 76 4 N_ 67�it i C1 ASSR, IlOM B ILDING 3 1EX., C 47,5 OL_ PA % 170MB ILD17NG37 % PA COVE' AY J I 24' WIDE V 4 7 m % rA r b: ri Ar I " ��, s I POINT OF FULL DEPTH OVERLAY — J, J, PROPOSED FINISHED GRADE— GRIND AND EXISTING GRADE— OVERLAY j! 2,0' U. 0. N. MI - N— OVERLAY PA 1�� 9 5 "A.. 77, ME op 0. iS it I -A C 6 BEG W &/C9LoAcAMCA-#r 0AAiAAm*JAVcG A&O AkGfta&4#\"-r ftroakoC b Z*%#t As b0C.- AA- Wei • Z*?Zs CHANGE NO. 1 DESCRIPTION APPROVED DATE F: \PROJECTS \307 \016 \PLANS \PRECISE GRADING \307 - 016— GP- 04HC.DWG (07 -03 -19 7:35:37AM) Plotted by: Lizette Salazar ..... . .... . .......... or iJ S EN :7; . ...... ... .. ck lk PAVEMENT NOTES: 1) ALL PAVEMENT SECTIONS SHOWN ABOVE ARE REFERENCE ONLY. PAVEMENT SECTIONS TO BE REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE CONSTRUCTION. 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 ELEVATION, WHICHEVER IS LOWER. AS-BUILT APPROVAL DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE CORNER OF CONCRETE DROP INLET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE BRYAN D. SMITH DATE PUBLIC WORKS DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE PLANNING NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL REVIEWER RECORD FROM: POINT NUMBER 1048 PER RQS 1841 CITY ENGINEER DATE ELEVATION: 173.37 DATUM:-NAVD88 INSPECTOR am Z TCH LINE ILLhTWIT OF O"TZR,"IFI�T MATCH EXISTING GRADE I'A p" EXISTING AC n� -A 5 , PAVING 10 ? REMAIN GRIND EXISTING ASPHALTJ TO ACHEIVE 1 " MIN *CONTRACTOR MUST MAINTAIN OVERLAY THICKNESS STRAIGHT GRADE BETWEEN MATCH LINE AND POINT OF FULL DEPTH OVERLAY rl DETAIL - GRIND AND OVERLAY C4) NOT TO SCALE CONSTRUCTION NOTES: PEDESTRIAN HARDSCAPE PER LANDSCAPE ARCHITECT PLANS PEDESTRIAN PERMEABLE PAVERS PER DETAIL W ON SHEET C9 LIMITS OF EMERGENCY ACCESS VEHICLE TURNAROUND HAMMERHEAD FOR REFERENCE ADA RAMP WITH HANDRAILS PER ARCHITECT PLANS STAIRS WITH HANDRAILS PER ARCHITECT /LANDSCAPE ARCHITECT PLANS TRASH ENCLOSURE PER ARCHITECT PLANS. DRAIN TO SANITARY SEWER PER SHEET C11 FENCE PER LANDSCAPE ARCHITECT PLANS @ MODIFIED CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH LOCKING LID CONCRETE DRIVEWAY PER SDRSD G-14A ON SHEET C15 TRUNCATED DOMES PER LANDSCAPE ARCHITECT DETAILS CURB RAMP PER SDRSD G-27 ON SHEET C14. YELLOW TRUNCATED DOMES PER SDRSD G-30 CURB RAMP PER SDRSD G-28 ON SHEET C14. YELLOW TRUNCATED DOMES PER SDRSD G-30 STRIPING PER ARCHITECT PLANS aom"MeA"�L t0l:DBER CROSSWALK PER CALTRANS STD PLAN A24F, YELLOW THERMO PLASTIC STOP LIMIT LINE AND LETTERING PER CALTRANS STD PLAN 59 A24E, WHITE THERMO PLASTIC @ WHEEL CHAIR LIFT PER ARCHITECTURAL PLANS @ 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 CONCRETE PAD FOR MECHANICAL EQUIPMENT SIDEWALK PER SDRSD G-07 CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH DUAL CHAMBERS AND LOCKING LID @ PROPOSED TREE PER LANDSCAPE ARCHITECT PLANS (@ SCHOOL MONUMENT SIGN PER ARCHITECT PLANS PAVEMENT LEGEND DESCRIPTION TRAFFIC SECTION SYMBOL QUANTITY INDEX THICKNESS (SF) LIGHT DUTY AC 4.5 3 AC 6" AB CLASS 2 9,626 HEAVY DUTY AC 7.0 4" AC " 12 AB CLASS 2 17,535 6" PCC* HEAVY DUTY CONC 7.0 6" AB CLASS 2 10,717 PEDESTRIAN — D IL 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) 20' of 10' 20' 40 'USCOE #Nolll Natal me SCALE: 1 20' 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 NW I 01 0 1 111w ME ftl ANN= , I OH I C81 0 �7 VEHICULAR PERMEABLE PAVERS PER DETAIL '0 ON SHEET C9 S 61 2 44. 41E STRUCTURAL PLAN DETAIL '5' ON SHEET S-303 6Z40c RAISED PLANTER WALL ADJACENT TO B10FILTRATION BASIN PER Lo 2 - 20 13.09, 28.91 .00' 20.6 2 47.22FS RAISED PLANTER WALL PER LANDSCAPE ARCHITECT PLAN DETAIL _ 1 01" ON SHEET L-1.2 m 0w Imam ?1 'p-missm 'm sommummmium, now", Kim, sms"vew immm- momm sam, gm plm% CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH '�g gmxffw'w� w GENERAL NOTES: -A'- ft , DUAL CHAMBERS AND LOCKING LID El= 1. REFER TO STORM DRAIN PLAN ON SHEET C11 1%,aw MWZ it 2. ALL EXISTING SIGNAGE IN R.O.W. TO BE PROTECTED IN PLACE OR RELOCATED UNLESS OTHERWISE NOTED. 01 10' 5p 10' 20' 3. REMEDIAL GRADING IS TO BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND SHALL INCLUDE AT A MINIMUM REMOVING EXISTING FILL MATERIALS BENEATH ALL STRUCTURES, PAVEMENTS, AND SITE IMPROVEMENTS AND TO REBUILDING THE NORTH AND NORTHWEST SLOPES TO THE DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL REPORT. SCALE: 1" =10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVAL DESIGNED BY: DRAWN B CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT BDS L.S. BDS —DESCRIPTION: 2.5" BRASS DISCI NORTHEAST I NT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA F PUBLIC WORKS DATE: 684 REQUEZA STREET DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRYAN D. SMITH DATE AO"' ENCINITAS, CA 92024 — - NORTH PLANNING T RETURN INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C 75822 MESS OWENS EDWARD J. WIMMER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT RECORD FROM: POINT NUMBER 104_8 PER ROS 1841 REVIEWER CITY E APN: 268-122-36-00 & 268-122-36-00 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06-30-2020 DATE -714911 DATE - ) ;Z PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN ' / 7 F:\PROJECTS\307\016\PLANS\PRECISE GRADlNG\307-016—GP-05GP.DWG (07-03-19 7:45:19AM) Plotted by: Lizette Salazar 77 0 �7 VEHICULAR PERMEABLE PAVERS PER DETAIL '0 ON SHEET C9 S 61 2 44. 41E STRUCTURAL PLAN DETAIL '5' ON SHEET S-303 6Z40c RAISED PLANTER WALL ADJACENT TO B10FILTRATION BASIN PER Lo 2 - 20 13.09, 28.91 .00' 20.6 2 47.22FS RAISED PLANTER WALL PER LANDSCAPE ARCHITECT PLAN DETAIL _ 1 01" ON SHEET L-1.2 m 0w Imam ?1 'p-missm 'm sommummmium, now", Kim, sms"vew immm- momm sam, gm plm% CURB OUTLET PER SDRSD D-25 ON SHEET C15, MODIFIED WITH '�g gmxffw'w� w GENERAL NOTES: -A'- ft , DUAL CHAMBERS AND LOCKING LID El= 1. REFER TO STORM DRAIN PLAN ON SHEET C11 1%,aw MWZ it 2. ALL EXISTING SIGNAGE IN R.O.W. TO BE PROTECTED IN PLACE OR RELOCATED UNLESS OTHERWISE NOTED. 01 10' 5p 10' 20' 3. REMEDIAL GRADING IS TO BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND SHALL INCLUDE AT A MINIMUM REMOVING EXISTING FILL MATERIALS BENEATH ALL STRUCTURES, PAVEMENTS, AND SITE IMPROVEMENTS AND TO REBUILDING THE NORTH AND NORTHWEST SLOPES TO THE DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL REPORT. SCALE: 1" =10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVAL DESIGNED BY: DRAWN B CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT BDS L.S. BDS —DESCRIPTION: 2.5" BRASS DISCI NORTHEAST I NT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET LOCATION: LOCATED AT THE NORTH SIDE OF SANTA F PUBLIC WORKS DATE: 684 REQUEZA STREET DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRYAN D. SMITH DATE AO"' ENCINITAS, CA 92024 — - NORTH PLANNING T RETURN INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C 75822 MESS OWENS EDWARD J. WIMMER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT RECORD FROM: POINT NUMBER 104_8 PER ROS 1841 REVIEWER CITY E APN: 268-122-36-00 & 268-122-36-00 ELEVATION: 173.376 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06-30-2020 DATE -714911 DATE - ) ;Z PLANNING CASE NO: 18-117 ADR PMW CDP GRADING PLAN ' / 7 F:\PROJECTS\307\016\PLANS\PRECISE GRADlNG\307-016—GP-05GP.DWG (07-03-19 7:45:19AM) Plotted by: Lizette Salazar F: \PROJECTS \307 \016 \PLANS \PRECISE GRADING \307 - 016— GP- 06GP.DWG (07 -03 -19 747:33AM) Plotted by: Lizette Salazar mw 1" 01W1001-aw 1�11 N FWANN11411 =01611mimi _01101-01w, 1949100do 601 10,111*'11- kmw 0131 v M w w U) I CHANGE NO.I DESCRIPTION ' OWN mk I :�PUBLIC WORKS 4 ONES= LAMM BRYAN D. SMITH DATE A SHT WN00 lwlm =1 be %ftiHT C8 4 1 RECORD FROM: POINT NUMBER 1048 PER ROS 1841 CITY ENGINEER DATE REVIEWER ----dELEVATION: 17_3.37_6 DATUM: NM8 INSPECTOR F:\PROJECTS\307\016\PLANS\PRECISE GRAD1NG\307-016—GP-07GP.DWG (07-03-19 7:49:21AM) Plotted by: Lizette Salazar SCALE: 1" =10' RETAINING WALL FLUME PER SDRSD C-14 ON SHEET C15 MODIFIED AS NOTED. CONCRETE PAD FOR MECHANICAL EQUIPMENT GENERAL NOTES: 1. STORM DRAIN SHOWN FOR REFERENCE ONLY. REFER TO STORM DRAIN PLAN ON SHEET C11 ESS 2. REMEDIAL GRADING IS TO BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND SHALL INCLUDE AT A Z .-A MINIMUM REMOVING EXISTING FILL MATERIALS BENEATH ALL rv, STRUCTURES, PAVEMENTS, AND SITE IMPROVEMENTS AND T w :r m c 75822 (Y- REBUILDING THE NORTH AND NORTHWEST SLOPES TO THE XP. 06- 30 -2Q- DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL CIVI\- REPORT. OF C . . .. ...... CHANGE NO.I DESCRIPTION ' OWN mk I :�PUBLIC WORKS 4 ONES= LAMM BRYAN D. SMITH DATE A SHT WN00 lwlm =1 be %ftiHT C8 4 1 RECORD FROM: POINT NUMBER 1048 PER ROS 1841 CITY ENGINEER DATE REVIEWER ----dELEVATION: 17_3.37_6 DATUM: NM8 INSPECTOR F:\PROJECTS\307\016\PLANS\PRECISE GRAD1NG\307-016—GP-07GP.DWG (07-03-19 7:49:21AM) Plotted by: Lizette Salazar SCALE: 1" =10' RETAINING WALL FLUME PER SDRSD C-14 ON SHEET C15 MODIFIED AS NOTED. CONCRETE PAD FOR MECHANICAL EQUIPMENT GENERAL NOTES: 1. STORM DRAIN SHOWN FOR REFERENCE ONLY. REFER TO STORM DRAIN PLAN ON SHEET C11 ESS 2. REMEDIAL GRADING IS TO BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND SHALL INCLUDE AT A Z .-A MINIMUM REMOVING EXISTING FILL MATERIALS BENEATH ALL rv, STRUCTURES, PAVEMENTS, AND SITE IMPROVEMENTS AND T w :r m c 75822 (Y- REBUILDING THE NORTH AND NORTHWEST SLOPES TO THE XP. 06- 30 -2Q- DEPTHS AND LIMITS DESCRIBED IN THE GEOTECHNICAL CIVI\- REPORT. 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N, 7 Arm AV% 244 j' r 75 44. 3FL,, 13 75 1 • Apr& FS A A AM Ar in IN J h I I I 245.17FS 24, _q 4.42FL AmRLJ 244.18TF 1914 7 I I Y 72 1g e J 1(c 245.08 v IT- 244. 72 TG G.B. - er 3;,94-T 1 J 65 0 67, _474--3- -------- 4-T- 4w 245.67TC 245.48T '98FL-, I S 9 246- 0. ...... 7 245.18FS c; "g 5 1 25 44 23T vv 65 245.18FS 257.20 .44FG 41 J 41 J .. 72 39 j, to J, J 72 24.00' 'Ie J, 7 7 257.18 Ml. j, IN? C9 F /f AREA 4- lk _�A 4. -S I �z An Imm''m 10111M 97 11.< /11 Sy 'IM111 imme mgm, m m4ft 61111114 1M1111 1111111 INEW I ift, I'mom olow II- is W W__ .1-m... IL vo im-A L-,,,, Imm 'ghbIg CHANGE NO.1 DESCRIPTION I APPROVED I DATE DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST 0' AS-BUILT APPROVAL Wall 11r,__ r am A W-11111 -9 INDEXMAP 140T TO SCALE RAISED PLANTER WALL PER LANDSCAPE ARCHITECT PLAN DETAIL W ON SHEET L-1.2 ro I piiiiii� 111111111111 111111q 1111111qI 11 it 4, ESS/o/� ._A cn :r m C 75822 _;o EXP. 06-30-20 c1v OF C % 'AX f Ilk 62TC T4 4. ------------- 18 w 1@8 1.0% . ........ 0 2.4§.45-TW 21 Y'246-28TW 246.95 w �244.78FS 245.18FS 244.78FS SD 245 04TC 3 5F 27 24A 54FL 24 83 's, RIDGE 87 245.18FS rem man k, 246.95TW �E� 60641so 245.1 OFS Is, 240.20FF 246.45FG 83 s q, 18 Ar 246.95TW 41 k 41 245.18FS D 244 31 PA 246.28TW 18 COLU 1.2 246.28TW 244.78FS 87 244.78FS (TY-15 31 43 7 Lo 1.2% 24�6. BUILDING 0 244.81 FS OVERHANG 245.18FS 245.18 87 .. IV (TYP) 8 •%9 245.18 FS 245.18 245.17 BUILDING 245.18 FS G 21 _T T"� FS FS SQ V RHAN z 3 0 40 (TYP) I 1'k Oil 245.08 40C 245.14FS E 245.14 Off SD S 245.()" 245 09 SE S D C9 NA T G TG' x. 245 18FS- Lu ' o 245.1 gin' -.2'45.-18FS - --"245.14'" Ld Qp N, 121 V FS ff 1- Im 00 C.0 D 44. 7TC 245.18 245-17 srf: H i j i i 13 75 lu :� , �. N, 7 Arm AV% 244 j' r 75 44. 3FL,, 13 75 1 • Apr& FS A A AM Ar in IN J h I I I 245.17FS 24, _q 4.42FL AmRLJ 244.18TF 1914 7 I I Y 72 1g e J 1(c 245.08 v IT- 244. 72 TG G.B. - er 3;,94-T 1 J 65 0 67, _474--3- -------- 4-T- 4w 245.67TC 245.48T '98FL-, I S 9 246- 0. ...... 7 245.18FS c; "g 5 1 25 44 23T vv 65 245.18FS 257.20 .44FG 41 J 41 J .. 72 39 j, to J, J 72 24.00' 'Ie J, 7 7 257.18 Ml. j, IN? C9 F /f AREA 4- lk _�A 4. -S I �z An Imm''m 10111M 97 11.< /11 Sy 'IM111 imme mgm, m m4ft 61111114 1M1111 1111111 INEW I ift, I'mom olow II- is W W__ .1-m... IL vo im-A L-,,,, Imm 'ghbIg CHANGE NO.1 DESCRIPTION I APPROVED I DATE DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST 0' AS-BUILT APPROVAL Wall 11r,__ r am A W-11111 -9 INDEXMAP 140T TO SCALE RAISED PLANTER WALL PER LANDSCAPE ARCHITECT PLAN DETAIL W ON SHEET L-1.2 ro I piiiiii� 111111111111 111111q 1111111qI 11 it 4, ESS/o/� ._A cn :r m C 75822 _;o EXP. 06-30-20 c1v OF C m Sly R/W 62 RIGHT-017— 93 -.9' + I R1� '10' MAX RETAINING WALL PER N,N STRUCTURAL PLAN FF 257.20 EX. SIDEWALK TO REMAIN OR TO BE REMOVED SEE PLAN VIEW FOR LIMITS i0ArtvtA&&0 food 6SIVLAt-Coo fo C-1-V-15 3*tTf.5FX'r0C4 NTS C9 � NOT TO SCALE NTS C9 I AS-BULT APPROVAL DESIGNED 97: 1 DRAWN BY CHECKED BY: 13DS E.S. I BDS VARIES LIMIT OF FENCE PER 11— 13.5' CMU SCREEN WALL PER LANDSCAPE PLAN VARIES 4' TO 6.5 BENCH 1' MIN. RECOMMENDED: APPROVED: 6" CURB TOP OF SLOPE /LANDSCAPE ARCHITECT PLANS 2:1 TAPER L_iT A11-6sp .......... . . .......... yy EX. GRADE AND STRUCTURAL PLAN PLANNING .......... ..... .... .......... . .......... EX SLC DETAIL 5 ON SHEET S-303 `I I_ Ll — DEPRESS 0 7- 1 MIN VARIES SECTION RECORD FROM: POINT NUMBER 1048 PER ROS 1841 fi NTS C9 1" AT OPENING 4.9' TO 10— 6 11 A 1.0' (MIN) CITY ENGINEER DATE INSPECTOR — 12.7 R DEEPENED CURB T 3"-6" ROUNDED, DATE PATE PER DETAIL "L" 3.5' THIS SHEET EX SLOPE .......... i�IAATCH 6" CURB 7� EX. GRADE -2 .0% !' -4 UTTER FLUME MODIFIED WIDTH _V SEE SDRSD C -14 ON SHEET C15 j SUBDRAIN PER DETAIL 'H' ON SHEET C9 .SECTION rB NTS C9 CMU SCREEN WALL PER LANDSCAF XARCHITECT PLANS AND STRUCTURAL PLAN DETAIL 5 ON SHEET S-303 LIMIT OF UILDING GRADING WALL VARIES D.G. MOW CURB 3' TO 4.5' FF 245.10 1' BENCH MATCH EX. GRADE E. ......... A' . ..... F— EX SLOPE .... r ii............ 'i .. ...... ... .......... .......... . ...... ...... WALL \ FF 245.10 EARTHEN SCALE PER DETAIL V ON SHEET C9 .SECTION NTS C9 FENCE PER LANDSCAPE PLAN 6" CURB AND GUTTER 9' MAX LIMIT OF MODIFIED 8" WIDTH WHEN 2 GRADING THERE IS A FENCE SEE MODIFIED SDRSD G-02 BENCH ON SHEET C14 PCC PAVING 2SMAX 21 MATCH �-�GRADE F:\PROJECTS\307\016\PLANS\PRECISE GRADlNG\307-016—GP-09-10DT.DWG (07-02-19 7:56:58PM) Plotted by: Lizette Salazar LANDSCAPE PLAN 6" CURB AND GUTTER —±9.5' MODIFIED WIDTH WHEN THERE IS A FENCE SEE MODIFIED SDRSD G-02 SLOPE VARIES 24' P.C.Q FIRELANE SECTION C9 � NOT TO SCALE NTS C9 I AS-BULT APPROVAL DESIGNED 97: 1 DRAWN BY CHECKED BY: 13DS E.S. I BDS VARIES LIMIT OF FENCE PER 11— 13.5' GRADING LANDSCAPE PLAN VARIES 4' TO 6.5 BENCH 1' MIN. RECOMMENDED: APPROVED: 6" CURB TOP OF SLOPE MATCH 2:1 TAPER L_iT A11-6sp .......... . . .......... yy EX. GRADE BRYAN D. SMITH DATE PLANNING .......... ..... .... .......... . .......... EX SLC MIN. `I I_ Ll — DEPRESS 0 7- 1 MIN .......... .......... SECTION RECORD FROM: POINT NUMBER 1048 PER ROS 1841 fi NTS C9 1" AT OPENING OR APPROVED EQUAL. MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL. CONTINUOUS SECTION OF—)C CRUSHED ROCK WRAPPED IN FILTER FABRIC. 4" DIA. PERFORATED PVC ......... WALL SUBDRAIN NOT TO SCALE L*'A" THICKENED EDGE; REFER TO DETAIL 'P' ON THIS SHEET PERMEABLE PAVERS PER LANDSCAPE ARCHITECT DETAILS 6" CURB PER SDRSD G-1 WITH MODIFIED CUTOFF WALL AT LIMIT OF PAVERS (TYP.) 2" THICK NO. 8 STONE BEDDING AND Jws;"6f% J� 4" THICK PERMEABLE BASE 7 VARIES -T—I i 1=' p ' Z]l �Q4 2n THICK NO. 8 STONE BEDDING 30 MIL IMPERMEABLE SIDE 77, - 6" THICK SUB—BASE, NO. 57 AGGREGATE 8" THICK PERMEABLE BASE LINER AT PERIMETER OF tl' L 'J THE DRIVEWAY ........... L REFER TO DETAIL 'Q' ON THIS SHEET FOR SUBDRAIN T7 8" THICK SUB—BASE, NO. 57 AGGREGATE . ........ . 1 .......... EXTEND CURB 12 H !::=1 ---------- REFER TO DETAIL 'Q' ON THIS MIN BELOW SUB BASE ......... SHEET FOR SUBDRAIN IF--j IMPERMEABLE LINEAR. SEE NOTE 5 SLOPE SUB—GRADE AT EXTEND CURB 12" NOTES: 5% MIN. FROM FOOTING MIN BELOW SUB—BASE I . .............. 11 TOWARDS SUBDRAIN 1.) INSTALL PAVERS PER MANUFACTURER RECOMMENDATIONS. PREPARE BASE, SUB—BASE, SLOPE SUB—GRADE AT AND SUBGRADE PER GEOTECH REPORT. NOTES: 2% MIN TOWARDS SUBDRAIN 2.) ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) 1.) INSTALL PAVERS PER MANUFAC�EPOR RR RECOMMENDATIONS. PREPARE BASE, SUB—BASE, 3.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED AND SUBGRADE PER GEOTECH T. 4 .) EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 2.) ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) 5.) IMPERMEABLE LINER SHOULD BE INSTALLED FROM THE EDGE OF THE FOOTING TO A 3.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED DISTANCE OF 24" AND A DEPTH OF 12". 4.) EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE DETAIL - PEDESTRIAN PERMEABLE -PAV TAIL - VEHICULAR PFRIVIFARI 1= PAVF=R.q NOT TO SCALE NOT TO SCALE 61' CURB AND GUTTER, PER C9 � NOT TO SCALE DETAIL "Lot ON THIS SHEET I AS-BULT APPROVAL DESIGNED 97: 1 DRAWN BY CHECKED BY: 13DS E.S. I BDS ENGINEERING DIVISION APPROVALS DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INLET 6 so INT. COBBLE ENERGY i RECOMMENDED: APPROVED: LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE DISSIPATER v PUBLIC WORKS 2:1 TAPER A11-6sp DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRYAN D. SMITH DATE PLANNING A 4 11ZAdf /10,1Z MIN. DEPRESS 0 7- 1 MIN R.C.E. NO.: C 75822 FLOWLINE RECORD FROM: POINT NUMBER 1048 PER ROS 1841 fi BASIN 4 1" AT OPENING 10— 6 11 BOTTOM CITY ENGINEER DATE INSPECTOR — 6" DEPT14, -0P,-- R DEEPENED CURB 2'--1 3"-6" ROUNDED, DATE PATE PER DETAIL "L" WASHED COBBLE THIS SHEET PLAN VIEW SECTION A-A FL PER PLAN PER .......... TT =_2 PLAN .......... ........... . .......... A 1- 1: NOT TO SCALE 0 AC AC 1.5 3/8 It 6 3/8 0 000 4. O)o C14 *00 0 0 0 AB —AB #4 REBAR AT 18" 0C VALLEY GUTTER DETAIL NOT TO SCALE CONCRETE BAND SEE PAVER SECTION DETAIL 'K' THIS SHEET (WHERE APPLICABLE) CUTOFF WALL FOR AC PAVEMENT 2_1 EXTEND CURB 12" 1 1 ....... . .... _'j ... �A' L MIN BELOW SUB—BASE DETAIL - THICKENED EDGE Z u NOT TO SCALE PEDESTRIAN PAVERS, BASE, SUBASE PER DETAIL 'K' THIS SHEET, VEHICULAR PAVERS, BASE, SUBASE, PER DETAIL '0' THIS SHEET 4" PERFORATED PIPES SLOPED (MIN S=0.5%). EMBED PIPE IN SUB—BASE C9 � NOT TO SCALE BENCHMARK I AS-BULT APPROVAL DESIGNED 97: 1 DRAWN BY CHECKED BY: 13DS E.S. I BDS ENGINEERING DIVISION APPROVALS DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST CORNER OF CONCRETE DROP INLET INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: LOCATION: LOCATED AT THE NORTH SIDE OF SANTA FE PUBLIC WORKS DATE: 7• Z- 1 DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRYAN D. SMITH DATE PLANNING 11ZAdf /10,1Z NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL R.C.E. NO.: C 75822 JESI 6WEINTS' EDWARD J. WIMM RECORD FROM: POINT NUMBER 1048 PER ROS 1841 fi REVIEWER It A CITY E I ELEVATION: 173.37 DATUM: NL YQ8 CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH 06--30 -2020 EXP.: R DATE PATE NOT TO SCALE CONCRETE BAND SEE PAVER SECTION DETAIL 'K' THIS SHEET (WHERE APPLICABLE) CUTOFF WALL FOR AC PAVEMENT 2_1 EXTEND CURB 12" 1 1 ....... . .... _'j ... �A' L MIN BELOW SUB—BASE DETAIL - THICKENED EDGE Z u NOT TO SCALE PEDESTRIAN PAVERS, BASE, SUBASE PER DETAIL 'K' THIS SHEET, VEHICULAR PAVERS, BASE, SUBASE, PER DETAIL '0' THIS SHEET 4" PERFORATED PIPES SLOPED (MIN S=0.5%). EMBED PIPE IN SUB—BASE 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 1.5% MIN. 3. 18 MIN A- A� BASIN WIDTH VARIES PER PLAN FLOW CONTROL STRUCTURE PER DETAIL 'X' THIS SHEET 6" CLEANOUT PER SDRSD SC-01W/ THREADED CAP. W VARIES 6"-7" PONDING 2' MIN. FG PER PLAN I r PA mi, DEEPENED CURB WHERE OCCURS. SEE DETAIL 'L' THIS SHEET C9. —FG PER PLAN BERM WHERE OCCURS GRATE PER NOTE 3 FINISH GRADE 1 2"X1 2" NDS LOW PROFILE ADAPTER AS REQUIRED 6" DRAIN LINE - SEE NOTE 1 6 W REDUCER TIE INTO MAIN DRAIN LINE AND 4" DRAIN USE 45* ELLS, 90* SWEEP LINE - SEE NOTE I- ELLS OR 45- WYES (GLUE --MIN. 18" SOIL MEDIA 2 rtr WITH MIN. 5 IN/HR FITTING TO PIPE) ME- INFILTRATION RATE FG FLK FLAN j 1---1 I I 10 MIN. J i L 1011r, I I t_: I —TIC I I� ICI I -1�1�1 -�I Fes- I� 1- 11= —_=�1= X11= �ij -�__ =j�l [- MIN. 18" SOIL MEDIA, WITH MIN. NOTES: 1. USE A 6" LINE IF MAIN DRAIN LINE IS 611 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 1230B SQUARE SOLID BRASS GRATE FOR PAVED AREAS. GRATES SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE (CBC) 11 B-302.3 4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS. V AREA DRAIN NOT TO SCALE CAST IRON GALVANIZED "'GRATE. H-20 RATED, J" OPENINGS MAX, PROVIDE J" MAX OPENINGS IN BOTH DIRECTIONS FOR CATCH BASIN IN PLAZA AREA m ELEVATION TABLE BMP ID FG TG AREA (SF) EMERGENCY OVERFLOW PLATE BMP 3 243.44' 243.94' 756 CATCH BASIN TYPE 'G-1'/'G-2 BMP 4 243.18' 243.76' 638 PER SDRSD D-08 3" X 3/8s' BMP 5 243.95' 244.62' 606 SEE PLAN VIEW BMP 6 243.95' 244.62' 606 TOP OF BASIN STAINLESS STEEL BOLT AND NUT ORIFICE BMP 7 243.79' 244.46' 261 OR BERM EMBEDDED 2 BMP 8 242.75' 243.42' 295 ELEV PER PLAN INTO CONCRETE G) PER PLAN Ti I c GASKET ........... C14 U) V— J, Uj Of 0 .cc < ..... ..... i Jj i--.,_! ..... . .... . 7 H. FINISHED GRADE (FG) PER PLAN (LEVEL BOTTOM) /"--ORIFICE PLATE ORIFICE PLATE- SEE DETAIL ON THE LEFT MIN. SQUARE DIMENSIONS MIN. 6- (TYP.) 1' GREATER THAN PIPE DIA. 10 YR PONDING WATER OUTLET PIPE PER STORM -'A HOT DIP GALVANIZED PLATE 3 (TYP.) SURFACE ELEVATION. DRAIN PLAN SHEET C11 AFTER HOLES HAVE BEEN VARIES PER TABLE ABOVE SEE PVC LINER DRILLED PENETRATION NOTE THIS 0 SHEET. 1/2 MAX EIM LINEE EENERATION NQ-TE: —INFLOW PIPE ALL PIPE PENETRATION THROUGH THE PVC V I ORIFICE DIA.: LINER ON THE SIDE OF THE BIOFILTRATION BASIN SHALL HAVE A WELDED PVC BOOT, 3/8- DIA. - BMP 3: 1.75" IE OUT PER PLAN CONCRETE CUTOFF WALL, AND/OR ANOTHER HOLE (TYP.) BMP 4: 1.375" APPROVED METHOD TO PREVENT WATER BMP 5: 0.875" MIGRATION FROM PVC LINED BIOFILTRATION BMP 6: 1 AREAS. BMP 7: 0.50" (X'� BIOFILTRATION BASIN FLOW CONTROL STRUCTURE BMP 8: 1.50" NOT TO SCALE NOTE: 1. ORIFICE & FLANGE CONNECTION TO CONCRETE SHALL BE FILLED WITH 30 DUROMETER NEOPRENE RING STORM DRAIN CLEANOUT TYPE FLOW CONTROL ORIFICE PLATE A-6 PER SDRSD D-9 ON SHEET C16, MODIFIED WITH ORIFICE PLATE AS SHOWN. FINISHED SURFACE (FS) CONSTRUCT MANHOLE FRAME & PER PLAN COVER OPPOSITE CORNER OF DETENTION STORAGE PIPE ....... ... . .... .... .... t CONSTRUCT CLEANOUT BROOKS BOX STRUCTURE, REINFORCEMENT, OR EQUAL MANHOLE FRAME COVER & 'A STEPS PER SDRSD D-1 1A/B, M-3B. :4.: 252.10 TOP OF WEIR J/ THICK STEEL PLATE. MOUNT TO SIDES OF /4 CE F\-O* CLEANOUT USING 2" x 2" x)/4" ANGLE WITH MIN. DIA. SS BOLTS (12- MAX SPACING) 8 :A-- ADS FLEXSTORM PIPE SCREEN WITH REMOVABLE BYPASS LID. BOLT SCREEN ONTO WEIR PLATE. U') 12" PIPE OUTLET. IE OUT PER PLAN Q a 0 1 00 aao T 3$ 7-3 I IEEi 11 11 1 Eil 11 EI I IR I 3" WELL-AGED, SHREDDED 11 1 r 3 11 1 1 I HARDWOOD MULCH j i 4" WASHED PEA GRAVEL L E.1 I i A 27" SOIL MEDIA WITH MIN. 5 IN/HR INFILTRATION RATE 10" THICK LAYER OPEN GRADED SUB-BASE COURSE, ROUNDED #57 STONE, 40% VOIDS PVC LINER PENETRATION MOTE: ALL PIPE PENETRATION THROUGH THE PVC 30 MIL THICK PVC OR LINER ON THE SIDE OF THE BIOFILTRATION APPROVED EQUAL BASIN SHALL HAVE A WELDED PVC BOOT, IMPERMEABLE LINER CONCRETE CUTOFF WALL, AND/OR ANOTHER APPROVED METHOD TO PREVENT WATER MIGRATION FROM PVC LINED BIOFILTRATION AREAS. , C10 j NOT TO SCALE fipjl`� � • MOTO SPECIAL INSPECTION REPORT PREPARED BY: FUSCOE ENGINEERING DATED: FUSCOt �Cio) NOT TO SCALE ON FILE WITH ENGINEERING DIVISION #11111111oll Natal N* 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 tel 858.554.1500 0 fax 858.597.0335 0 wvvw.fuscoe.com CHANGE NO. DESCRIPTION APPROVED OR— F A BENCHMARK AS-BUILT APPROVAL DESIGNED BY: DRAWN BY: T_ CHECKED BY.- ENGINEERING DIVISION APPROVALS ZNABZ'. CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT BDS L.S. I __91)s ------DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST I NT. a PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET -7- S - 11 % 684 REQUEZA LOCATION: LOCATED AT THE NORTH SIDE OF SANTA F PUBLIC WORKS DATE: 0-1-- STREET P 00 27" SOIL MEDIA WITH MIN. 5 IN/HR INFILTRATION RATE 10" THICK LAYER OPEN GRADED SUB-BASE COURSE, ROUNDED #57 STONE, 40% VOIDS PVC LINER PENETRATION MOTE: ALL PIPE PENETRATION THROUGH THE PVC 30 MIL THICK PVC OR LINER ON THE SIDE OF THE BIOFILTRATION APPROVED EQUAL BASIN SHALL HAVE A WELDED PVC BOOT, IMPERMEABLE LINER CONCRETE CUTOFF WALL, AND/OR ANOTHER APPROVED METHOD TO PREVENT WATER MIGRATION FROM PVC LINED BIOFILTRATION AREAS. , C10 j NOT TO SCALE fipjl`� � • MOTO SPECIAL INSPECTION REPORT PREPARED BY: FUSCOE ENGINEERING DATED: FUSCOt 1 11 6*1141 11 IM bt] 0 m is �Cio) NOT TO SCALE ON FILE WITH ENGINEERING DIVISION #11111111oll Natal N* 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 tel 858.554.1500 0 fax 858.597.0335 0 wvvw.fuscoe.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVAL DESIGNED BY: DRAWN BY: T_ CHECKED BY.- ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT BDS L.S. I __91)s ------DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST I NT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH SCHOOL CORNER OF CONCRETE DROP INLET -7- S - 11 % 684 REQUEZA LOCATION: LOCATED AT THE NORTH SIDE OF SANTA F PUBLIC WORKS DATE: 0-1-- STREET DRIVE WEST OF INTERSTATE HIGHWAY 5 AT THE BRYAN D. SMITH DATE PLANNING I Jj qu ENCINITAS, CA 92024 NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL 0 R.C.E. NO.: C 75822 JE F OWEN EDWARD J. WIMM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT RECORD FROM: POINT NUMBER 1048 PER ROS 1841 REVIEWER CITY NG INEER Ke APN: 268-122-36-00 & 258-122-36-00 ELEVATION: 173.37 DATUM: NLVQ88 - ----- CITY ENGINEER DATE INSP INSPECTOR BRYAN D. SMITH EXP.: 06-30-2020 / D&E1 PLANNING CASE NO: 18-117 ADR PMW CDP SECTIONS & DETAILS DATE F:\PROJECTS\307\016\PLANS\PRECISE GRADlNG\307-016—GP-09-10DT.DWG (07-02-19 7:57:OOPM) Plotted by: Lizette Salazar 1 11 6*1141 11 IM bt] 0 m is r sxoI03�)_ r PRIVATE STORM DRAIN D 2 2 - 0 4 LINE # SIZE LENGTH SLOPE DIRECTION/DELTA MATERIAL LINE # SIZE LENGTH SLOPE DIRECTION/DELTA MATERIAL 240.001E r7 SDCO 243.42TG 3+36.6 i � -1 249.75RIM 18 39.46 N22038'04"E HDPE 12" 32.07' N01 01 7'40"E HDPE 1.80% 239.191E 239.921E-IN 239_.$_8TC 240-OOIE L239.341E-OU (2 3 243.941E 244,191E 1,08FL), - ----------- --2,38::�:, 18 42.98' 0.35% N 46 *17'40 E HDPE ...... . .... 20.78 7, 244.021 243.761E N61 *49'09"E HDPE 12 1.80% ........ . ....... ............ ....... - - ------ . ....... . . . ............. . 1........... STA 3 ........... 4 0 . ........ . . . ...... . ...... . . ....... 20.17' 0.35% 2 45.72' S88042'20"E . ..... ... �3 1 1.80% (2_39�47PL .... ....... . . . ...... 2 18" HDPE . . .. . N01 *00'03"E HDPE 79.04' 7.00% S880 0 1% 26 3.15' 0.35% N46*00'09"E HDPE 6" 40'23E HDPE 0 .43. . ..... 18 IE D 5 18 4.14" 0.35% S88*5951 SSE HDPE 61) 96.59' N 01 *00'09"E PVC (SDR35) 243.25 �44* 1 0�'E 60 254 FG 0.50% 243.41 243.76 -44. 7' 'B IE IE IE 13 TW C:) 6" 76.39' N01*00'18"E PVC (SDR35) 3 DL;0 U "7�243.18RIMII ixt2 F F 18" 153.86' 0.35% N01 000'00"E HDPE 2 3 0.50% .751E z '445. -7 C JU) del.. 7.61% N44*00'00"W HDPE 4 16.23 S88*53'04"E P . ....... .. ............ 240. �636S 11. 14' 0.35% 18" .37 (�o�24"X24" CB 44.021W S89*1 3'05"E PVC (SDR35) 9 --- - ------------- 245.00RIM (943.181E 1 12" 73.29' 0.35% N01 000'00"E HDPE 4 16.70 13.37% 243.7 3TG 9.4 243.43 .244,9 240.121E 4 239.571 244.071E IE 12" 97.56' 0.35% HDPE N6702947"E 6 36.28' N67*3359E PVC (SDR35) ..... .. .. ..... '243.361E 11.38% 2441 `244,JO71 -24 2, i.401 i "0 AW )40,,50' IE 1.00% PVC (SDR35) lox, 6 75.37 S89*00'00"E 12" 14.70' S88*42'20"E HDPE 33; 8 0.50% 244.83RIM 6 15.88' 1.20% S89*00'00"E PVC (SDR35) CA: ZSD: D_ 240.431E 12" 5.00' N76000'09"E HDPE 0.50% 243. 240.12 240-901F 3§ .............. . .............. 243.551E IE 3 cl� PVC (SDR3 24&9 N 31 *00'09"E HDPE 6 9.82' Z. 1 17o S88059'51 SSE 5) �g 12 2.00' 0.50% 'BMP6 - 40.$ 24 244.162T 33 24430 IE IE 307 6 8.31' 0.50% 12" 39.75' N1 5*48'20"W HDPE 90RIM 60 38 0.50% 44. N89*00'00"W PVC (SDR35) SD 35 =606SF, 239.581E 38 244.34 24,5.bUIL 41 SSW .24a. 95FGC- 3 Rim 1.00% 8" 1 N34*1 634 HDPE timp 51.82' N46"00'38E PVC (SDR35) 9.11' 5.08% ............ z zu 244.00 , N IE 2. 311%�_ 24 IE 244.5 11 4 944.62 r W n6O BUILDING 243.95' 45. FF r 40.54 43-.7-9F ... ..... ........ 44 21.24 1.00% N�9-41 `050tE PVC (SDR35) PVC (SDR35) OVEM4 L_ �8 243.9 IE 146.55' 6 S89*00'23"E ANG (42 4 10 S �8) 1, 0.50% 5TA:2+28.12 (TyP) DCO n35 IE IE ............... ............. ........... ........... .. .. .. ..... .... .. ........... 1)1+.fov I.UUZO PVC (SDR35) 243.7 D .................... 6 2.83' N46"03'09"E N 0.50% PVC (SDR35) 244. 01 *00'09"E . .... . . . . - - ---------- - 243.95RIM 247.20TC 28' .24P.631E 43.95RIM 46 24�1' 33 . .............. . ....... . _176FL) 4 IN 240.641E LU11m;j 35) 6" 9.69' N01 006'40"E PVC (SDR35) 38 _RFIANG 0.50% 00TG LL ND 243.79RIM (TYP) 18.70' 1.00% PVC (SDR 240.961 1 9"X 1 2"C 2 4 3. 9 3*8 3.95 4" N59*06'37W 240.4 T S LL DCO IE f245 1.00% 3.83 N59*06'37"W PVC (SDR35) 6" 7.61 NOO*59'34"E PVC (SDR35) 243.291E jI T IE 4 0.50 33 240.491E �4411391E 7_45.O&G(* 4 . .. .......... .... 16 % H " IN .......... .................... r) ..... . ......... ....... . .. 1,� , 1.00% S DRAIN i.� , 1 4" 243., 61 F-0 .... ...... PVC (SDR35) N01 *1 8'00"E PVC (SDR35) ... ........ . .......... CONNECTION.. 246.931 . . ..... .. PERFO ... .......... N01 *12'11 SSE 6" 6.00' 0.87% i 1 H SD 2 244.2Z 1, .,! 1 D37 A 4 15.36 _6 IE 1E .............. .................. ----- ... ... ................. .... .... .......... ... ... ... .40' .. . ........... T . . . ............ Cq 0.87% . ..... ... .. . 243.601E 6 6 19.05' S89*1 5'53"E 29 PVC (SDR35) 0.50% FVC (SDR35) 611 N38*4843"E PVC (SDR35) 1�g N 41 001 '1 4'YE 6" 34.79 S88*5845E PVC (SDR35) + 244 11E 36 4 C*4 4 49.98' 0.50% 30 24.00% l24 881E 8 3.9 3" 1 144.73TG 4 5 41tv. 01 r_ PVC (SDR35) N01 000'09"E PVC (SDR35) *.881E - ------ 19.98' 1.00% S01 *08144W 4 23.66' 0.50% 2 ................................... 6 .......... . ..... . S Cb 244.13 �4 243.44RIM N01 *00'40"E PVC PVC (SDR35) N4705629"W 4" 13.10' 0.50% 4 33.19' 1.00% IE 1L 1'240.901E 245.0 2 5. F F ............. 4 zu �BM 3 P ............ 243.601E VC 14.97 PVC (SDR35) 4 14.64' 0.50% N00059'53"E P (SDR35) 4 N46*23'44"W 78 ........ . .. 1.00% 9244.231W 24"X24C 'SF 3 .. ........ �5 9 16.68' 1.00% N01 *26'51 SSE PVC (SDR35) 244.60TG 6 56.45' 13.13% S43*25'29;'$E PVC (SDR35) AING WAL 4 243.541E ............... ............. .................. ................. . : , . 4 .............................. . It RETAI 8 60 33 54 OIE 244.23TW 11 PVC (SDR35) SUB-DRAIN P .............. E PVC (SDR35) f ARCHITEG .2 ... ............. . . .......... .................. . .............. .... . ..... ........... ................ 6 95.94 2.00% 4" 54.91' 1.50% S89*04'41 N01 *00'0�"E ............ 37 256. 0.80% PVC (S ........... ............................ 70 170 255. 5'� ............. SUB-DRA PVC (SDR35) 36 5+1'.35T 247.67,. 36 �MTZ FF 6 27.55' 2.00% N59*49,31 SSE PVC (SDR35) 8 40.58' N34*1 6'34"W DR35) 25 252 ?71E': ........... IN PER 302933E 35.30' 1.00% N41 *03'1 0"W ..................... .. ... .. .. ............... ... 0.50% 12 9.78' N2 PVC (SDR35) 25 1r_______M ... .. .... * 0 4 SDC .......... ... . ...... 248 0* 33 ................. 3 243.44RIM SSW k60 SU 3D ..................................... KNN zi; PVC i \ "', 12 0.50% '42'20 2 94.05' S88*47'07"E HDPE 4 9.04 28.00%1 N43 (SDR35) ............................. ..................... 240.901E PER ARCIllq� .............. 25, 254.2011- *PO 33 . ..... :201E D IE 243 44RI 2 STORM DRAIN NOTES , "x?,_ /_nl ", D 0 12 23.40' 0.50% N46019'37E H PE 3 UBDRAIN 25 2 1 ALL STORM DRAIN TO BE WATER TIGHT 52.20TG Ar� 3*5 ... . ........ sbdo, 31 PER ARCHITECT . ...... ......... ........... ;250.001E 41+ 40.901E F, 255- 2. INSTALL PER MANUFACTURER SPECS, U.O.N. 801E 12 23.51 N01 61 9'37E 0.507, HDPE lilt- .. ........ ...... ........ .......... .......... ........ . ........ ......... ....... ....... .... . . .... .... .............. 0 ..... . .. ... D .. ... .. ..... 3 ...................... be ...� ...... ............ q 'j" SD SD 1 2"X 1 2"CB J/3 .......... .... 20TG 25�5 q8RI 254 i `4 ....... ............... . ......... L U;, ........... . . .................. ........... 2511'�FOIE 2-4 RIM ............ ............... .... ............. ......... ................... ......... ................... ............ ........ ............. ... ....... ��256 SDCO 256.70TG P r/ 254. 4RIP .. ....... ....... ........ 253.741E .......... 1_1 252.89[E - - __-- - ---- y �:7777"'�:"� gf 250. 4 77777 y ta ..... .. .. .... 77��' P7 =MUM= 7 J 249.6 256.34RI X A 7: M 253.431E + 6 IE 9,92.251E-IN lee<" 247.491 OE H P (��254.9 RIM V Z4-9.70 d ... . . ........ . .... "STOOM DETENTION PIPE 247/tOJE-IN 248.211 E/ ........ . . ....... A ................. ........... Az, , ��TORAGE ................. I E, .......... .. . . ............ .... 4 ............................. VOLOE A? Y 3riny "C zle,� N 6"X-3t & ;wy 1�', I'l 'Y" YI 6�11 j/ "', t� //r il I 248.581E ................ �, Z, 25129TG OVIDED: �006 C�,,i,'f j 1 \e' 2 61E (f 51 .4 hl 0", 2.261E_ 0 if 25 111 0111 W':l ii J i lzi OF"' A'_ 110 161 r AI _11V JL .......... 7 h 16 y C-1 h, 4 N M -�j h? A y Y A A 7 to .......... .............................. .............. ................................. -1 ........................................................................ . ................. ....................... .......... .............. .. ..... .. .. ..... ...... .. .. .... J", .............. ........... ........... 13 1 7 252.79TG "�K Ov 249.461E/ Z . ...... 12 A-12 CB F` Ill I I. i l SDCO 35 <V- SDCO 0 (MDCO 257.20TG *SDCO RIM 9SA 41 RIM 25229 256.84RIM SITE SPECIFIC DATA - PROPRIETARY AND CONFIDENRA: PRaZECT NUMBER 879J ORDER NUMBER ---- PROJECT NAME SUNSET HIGH SCHOOL PROJECT LOCATION ENCINITAS, CA STRUCTURE ID PERIMUER AvR ANY PA,?r mmF my aE uss% ammm 6R Amrffv TREATMENT REQUIRED MMIFOLD VOLUME 84SED (CF) FLOW BASED (CFS) NIA 0.110 TREATMENT HGL AVAILABLE (FT) 3.2 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 2.68 PIPE DATA LE. M4 TERI, 4 L DIAMETER INLET PIPE 1 252.25 HDPE 12" INLET PIPE 2 NIA NIA NIA OUTLET PIPE 250.92 HDPE 12" PRETREATMENT 810FILTRARON DISCHARGE RIM ELEVATION 256.J4 256.J4 256.J4 3UNrAUL LUAU I'LUL,)IMAIV IVIA PEDE57RIAN f RA ME & COVER i J6- X .36- OPEN PLANTER NIA WETLANOMEDIA VOLUME (CY) 2.71 ORIFICE SIZE (DiA. INCHES) ENCINITAS, CA 92024 01.52" 7: :PRELIMINARY NOT FOR CONSTRUCTION. WETLANOMEDIA CIL - PROPRIETARY AND CONFIDENRA: BENCHMARK AS-BUILT APPROVAL VEGETA 770111 . p PA TEWD - CHECKED BY: VER77CAL UNDER~ PLANT M TCH ESTABLISHMENT A', C PERIMUER AvR ANY PA,?r mmF my aE uss% ammm 6R Amrffv MMIFOLD MEDLA AF*rtwm VOID ARFA - I PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH CHO %qz71.qT: w1mi's I PUBLIC WORKS . . MAN m RE3 .............. . DAT E: 7. 684 REQUEZA STREET DRAIN DOWN LINE, 101,200--m BRYAN D. S M ITH DATE 444 -.0- 1 ENCINITAS, CA 92024 -,4N R.C.E. NO.: C 75822 WENS WIMME( rDWARD J. SAN DIEGUITO UNION HIGH SCHOOL DISTRICT FROM: POINT NUMBER 1048 PER ROS 1841 ot CITY ENGINEER �2. ELEVATION: L73.376 DATUM- NAVQ§6 7 C ITY ENGINEER DATE BRYAN D. SMITH EXP.-. 06-30-2020 1 z DATE DATff I PLANNING CASE NO: 15 _P STORM DRAIN PLAN -117 ADR PMW CD OF 77 "N. 6m INLET PIPE �OUnH PIPE 9-0 SEE N07ES SEE N07ES LEFT END VIEW PLAN VIEW 256.J4 RIMIFO �hw AL, 11 cq -9545, PEAK HGL ,-FLOW CON7ROL RISER V- 1�1 1, N 1 % L rl " J 2.2 1-n I \N1 '% `% 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND , 2L INSTALLATION NOTES IE IN 254.371E 249.561E 1000" 253.501E 253.991E E 249.621 MP2' v" % N", 5 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND 7- APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE CIS`% '60c, SID" au DC& 60 N'. rop-o"o % MANUFACTURERS CONTRACT RIGHT END VIEW 60 - WN 00 SD % MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN 6 _4�-O` 0. 2. UNIT MUST BE INSTALLED ON LEIIEL BASE. MANUFACTURER 01 _0 N N ELEVATION VIEW 76S 5 RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 1k, THE PROJECT ENGINEER CONTR4CTOR IS RESPONSIBLE TO VERIFY ......................... ........... ......... .................... .................. TREATMENT FLOW (CFS) .......... _. .......... Al", % 'N ................ 0.110 PROJECT ENGINEERS RECOMMENDED 34SE SPECIfICATIONS It INTERNAL BYPASS DISCLOSURE: 4. CONTWTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING OPERATING HEAD (FT) ... . ............ n .. .. ... .. .. .... .. Tr_ ............ PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED J.2 ....... . ..... own= L L CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH) INVERT OF AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE PRETREATMENT LOADING RATE (GPYISF) 0 12,: OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS 2 7.67TG F� 0 ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURERS CAPACITY SHOWN ON DR4WING ARE USED FOR GUIDANCE ONLY WETLAND MEDIA LOADING RATE (GPMISF) 1.0 . ........ 255.171E A -1 j, ? I \j j 256.461E \'253.67T STANDARD CONNECTION DETAIL. 251.931E 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, MWS-L-4-8-5�47T PRECAST CATCH BASIN PER DETAIL W ON HEADWALL TYP E 'A' PER SDRSD D-30 ON TYPE 'G-2' CATCH BASIN PER SDRSD D-08. MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND S TORM WA TER B10FIL TRA TION 5 YS TEM CONSTRUCTION NOTES 0 3- PVC DRAIN LINE @ 1.0% U.O.N. HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE SHEET C10 SHEET C1 6 SEE FLOW CONTROL INFORMATION PER DETAIL 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH STANDARD DETAIL BIOFILTRATION BASIN PER DETAIL 'S' ON SHEET PRINSCO HP DETENTION STORAGE PIPE. INSTALL TYPE 'G-1' CATCH BASIN PER SDRSD D-08. WALL SUB-DRAIN COLLECTOR PIPE, 4" PVC X' ON SHEET C10 VEGET47ION MUST H4VE DRIP OR SPRAY IRRIGATION SUPPLIED AND C10 PER SHEET C11 AND MANUFACTURER SEE FLOW CONTROL INFORMATION PER DETAIL INSTALLED BY OTHERS. TIGHT-LINE SLOPE AT 0.5% MIN TO OUTFALL @ WALL SUB-DRAIN CONNECTION TO COLLECTOR 7 CONTRACTOR RESPONSIBLE FOR CONTACTING 6/0 CLEAN FOR B10FILTRATION BASIN PER DETAIL T ON SHEET SPECIFICATIONS. BURRITO WRAP CLASS 1 Y ON SHEET C10 PIPE ACTIVATION OF UNIT MANUFACTURERS WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A 8/0 CLEAN REPRESENTATIVE. CESS/0 C10 TRENCH BACKFILL WITH AASHTO M288 CLASS 2 STORM DRAIN CLEANOUT PER SDRSD SC-01 ON NON-WOVEN FILTER FABRIC PER MANUFACTURER SHEET C14 SLOT DRAIN W/ 0.5% SLOPE & 0.5" MAX @RETAINING WALL SUB-DRAIN PER DETAIL H ON GENERAL NOTES @ B10FILTRATION BASIN PER DETAIL V ON SHEET DETAILS. MAINTAIN MIN. TEMP. COVER PER OPENINGS MODEL 7000 SERIES OR APPROVED SHEET C9 1. MANUFACTURER TO PROVIDE ALL MAI-ERIALS UNLESS OTHERWISE NOTED. C10 MANUFACTURER REQUIREMENTS DURING AREA DRAIN PER DETAIL V ON SHEET ON (@ CURB OUTLET PER SDRSD D-25 ON SHEET 2. ALL DIMENSIONS, ELEVARONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO EQUAL. SEE SHEETS C5 & C6 FOR ELEVATIONS CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS SHEET C10 C15, MODIFIED WITH DUAL CHAMBERS AND CO D8 MODIFIED CURB OUTLET PER SDRSD D-25 ON CONSTRUCTION AND ACCESSORIES PLEASE CONTACT BIO CLEAN. Ljj AI AM cy_� C 75822 SHEET C15, MODIFIED WITH LOCKING LID Ur)r)IMM CTf)DkA n AIKI 1"%l E*A nHT 0 N-) PERMEABLE PAVERS SUBDRAIN PER DETAIL 'Q' 6:� STORM DRAIN CLEANOUT TYPE A6 PER SDRSD WCKING LID 1W %dame% r 4r BIOCLEAN MODULAR WETLAND L-4-8-V-MWS, SYS ON SHEET C10 L ULIMIL ON SHEET C9 D-9 ON SHEET C1 6 U lu U 1+U SEE DETAIL ON SHEET C1 1 @ WALL OPENING FOR UTILITIES PER STRUCTURAL ADA COMPLIANT SOLID COVER PLANS SCALE: 1 20' `1 - PROPRIETARY AND CONFIDENRA: BENCHMARK AS-BUILT APPROVAL W INFOWMW XWMED IN MIS =V&1aT IS PC Soff , a C CHECKED BY: PRM&N OF AOMM AV ffS CWAVM THIS DOM"T B1 00 e, a n m mma my x mmmo ef off a? moff 0' m Fallow W 74VM�l AvR ANY PA,?r mmF my aE uss% ammm 6R Amrffv I LIM" cm mo"i mmft 4? N R& MON& *M Uff W IMMI M" OF MM I AF*rtwm EXP, 06-30-20 IR, 1111191 milli me C I logo An= 6390 Greenwich Drive. Suite 170, San Diego, California 92122 OF 0 CHANGE NO., DESCRIPTION BENCHMARK AS-BUILT APPROVAL CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOP MENT SERVICES DEPAR PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SUNSET HIGH CHO %qz71.qT: w1mi's I PUBLIC WORKS DAT E: 7. 684 REQUEZA STREET 101,200--m BRYAN D. S M ITH DATE 444 -.0- 1 ENCINITAS, CA 92024 R.C.E. NO.: C 75822 WENS WIMME( rDWARD J. SAN DIEGUITO UNION HIGH SCHOOL DISTRICT FROM: POINT NUMBER 1048 PER ROS 1841 ot CITY ENGINEER APN: 268-122-36-00 & 268-122-36-00 ELEVATION: L73.376 DATUM- NAVQ§6 7 C ITY ENGINEER DATE BRYAN D. SMITH EXP.-. 06-30-2020 1 z DATE DATff I PLANNING CASE NO: 15 _P STORM DRAIN PLAN -117 ADR PMW CD OF 77 I e " � � � I I � il- , U, I I 111 � ,� 1.111 ;111 1, I � ; � I G') El . I �1, I 1, � ; I , I ;;Q � I .. ?�, 11 � 11. 1� .. . - " , -, " �' I . '. , ,, I � - I , .. I 1'� ;.11 H C * � I I �', \ -_ "I , ill, I � I. % ��, 1. �` * - : . � "I 11 . 11 I . �� I � � .1 1, , . .� '. , 0 ," I ` 1, � �. I I I ::E I /_ I �z I I -i'l Z " "" _� , I . I ��' I h / i - �. I "' I T III � - . 1� 11 , I � �f' ". .\, ` I 11 11 I ,, . I , . &@ STA 3+34.61 " i . � ''. I �� I . I . I CONNECT TO . I � I I I . � I ; �. EX. 6" SEWER I I ��, 1 1 1 1, (231.9±IE) I , ", 9 t -.111 I , �� . I � __ , � I � , , , � " ) 232.01 IE-6" SEWER! ::E � , I � I , , , , , I (236.3±TP-8" WTR � C I I � * � I I 1i . I � I � I I � � CAUTION __ -:5,- 1 I _1 , _T_ - I " I Lr__ �, EX. 2 i �__ � if",".1 � n ,I � 3: 0 1111111, - V.__ H. P. GAS � . . .. �� I'll, __ I .�N .. �, __ __ __ � � .1 I I - ,�� -1-1 - I CL , ". �� 0 In .'3 " x. )(244.5±FS) H to �.o I I , , � , - I I . I 1. I - '241.16TP-6"FIRE 11. . - I " X -�- � Ji I i-i ; , . , . (240.1 6TP- 1 21fWTR " (�D Li � . ) , . :* I I � � 3 * 3 1 1 I , I � I 1 : I I I LLIE i i X I � )@(@STA 2+69.40 1 0 1. � CONNECT TO U) i I f 11 I I's 111[._,�_ f� _11--l-11.1 ... EX. 8" WATER 11 @ THRUSTIBLOCK (9.3SF) I _,�,;�,, I.. , ,, i q ::E i I $i @@ STA 2+56.95 1 1 � CONNECT TO J ---*--K I I I � EX. 8" WATER I I e ; I - t , � , - I, I @ - TA 2+53 95 (A � 1 CONNECT TO 3 1' �, �3 3. � t � EX. 8" WATER I I * � "I I " � '. li 1, ", � , I f 1, � I ! I'l :E � , .. �-� � ! P, � I , � ` 11 � 1. I I I 1*1 * I 1� '' I I � " , � R � , I � , � I I -� " � T� .. ... ... CAUTION I I I I : of I I : EX. 2 �,� : (A + , - ; , H.P. GAS Cn- _�* I I I ,_ I �"j �-_ I � l.. � I I ,� I � I w , I I I"I", w cn 1 Z�, I d D * <' I,�,� im, ��* I 01 I, I'. i lil I U_�� r. ; ", - q- I --n g " , , �, '. - ,-j I I �' , .< i I I " �1 - � ,I I 3: I 11 10 C . 'I ,,,�l � tf) X1. 11 � I I- .1 , N I 11 , f , , , -�; , 1 i, ,I I I 11 - (� �*. M x ,,, I � "Eco�,110 " I I I I 1 K -, , I L , �E ; p , F , �� , g I- � � , , � �� I *1 I I I � ; 111 � *;E1 I I I , , �- I, X �: 11 0 � W < A � 1, "I �. . - I '.-' 111 " I 1 w = I � : i .g;t ,I I � �- i I , c� CNI I �'. I I . I� I'll== . ::E .. � , i i , I I � � �. � � I � U) e � I G ST� 1141,11 � � " � 'y I � EX. R I e � 0, f� '' , l WATE pi'! ,� , I , � I , � , "I , , i ''I � � I ,.A I A I w 11 -_ ;i I � � w : I " ; wl � ll�, " I I tz� � I . - H , 3;: , � , ,I . i ... i , , � , � __111__._,__, . , � - I ... _ ---I'- '. I , I ,,11 T n i L'i I � � I I � ,�'1_1_11_ � ` � I : , 0 � I s , I . � , " , m 111.1e.. 11, I . I . , , , I \ �<_ , 1__��::,,:.-....1 1 I � , I I " I , , --- , , � I x � , I . z I '. /%D � I 1 R., � I ,I I i � n � " �, 0 , I (256.0±FS) � , , � @ <L I 249.23TP-8"FIRE I * �--,! � , 00 't". I (249.7±BP-16-W"I1\/ 1 2 " , - 11 �, -@(255.6±FS) >� " -,, .1 1 � 251.43TP-8"FIRE I - �, I'll. � �F. , I 11 (252.4±BP-2-GAS) 11 N N C) � " __ ; STA 0+99.39 � , i � � . I (§0 CONNECT TO ti 11 - .1 � a EX. 8" WATER I ::E * � I i I � . I (SEE WATER � i� 0; I. , I I , I �V I � 11.1- � , * - I I I � �- , ", ___111', � I ___ I " - _1______ I i I e>c , , I I , I . X , I I I ? /, x_.,__.J / . � -1 , � "' ,_ � I O/ I /I I I . ______ ___ __ ______ - I I of _--l", I Z,5Z.1UIL-b �)t.Wtt<\Zv.J 1�,+` �� I" � - , 1. ? I - il . NOTES FOR UNDERGROUND FIRE SERVICE, HYDRANTS & SPRINKLERS , ". k I � ... �.;. �, � ./ _j ' � 8 233.6±BP-12w--REC. WTR) " "" - , 'i", I _j I I � , ___�. " APIN �5 --122--10 1. PRIOR TO INSTALLATION, ALL PLANS AND SPECIFICATIONS SHALL BE APPROVED BY DSA. REFER TO DSA IR A-25 FOR DESIGN, ,_, _.__,___,__ i � INSTALLATION AND MAINTENANCE GENERAL REQUIREMENTS. _j I J 5 8 - -1 2 2 - Y-OW � ......... _____,._..___ � APNj 258--122-30 APN, 2o ____,__, I ..- 11 - ,,,, — D illill-i'll�il��1;1, � 11' I I 10111111 - `11_� ., 11 SSCOU2 "Lmmmummomm 1 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS 2) FOR HYDROSTATIC TESTING, AND 3) FOR FLUSH I . I I- . ----A 11 ------:7-7\ 1 . . .. . .01 RIM \\-_i,`\, ; " 3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2016 EDITIONS CFC, NFPA 13 AND NFPA 24 . i I . � �, I 11 1� . .... , " , ��\ . : I ? I 11 I � � " I , .4� _, 11- 'A — 'j. I . � " . � ... . ... _ , ", .; [�, ;" I I ______________�_ _,�� .11, �11 I �, , . PRIVATE FIRE HYDRANTS SHALL BE APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2j" AND ONE 4" OUTLET. THE 4 _1 .___ ... � ... . .... , � I , ,,,, � I i ____ . ....... . ....... - __ ... ... f " 11 � " 11 �, I 11 ; � ,"""""', \, �_, I ...... . . ...... - _.... __ ... I 1� 11. I � % �, � . I ____ �_, ; " - Il- 7-"— 11 I 11 ,"-,, OUTLET SHALL FACE THE FIRE DEPARTMENT ACCESS ROAD. ALL OUTLETS SHALL BE PROVIDED WITH NATION STANDARD THREADS - -, , ::: I I \ I I i . 11 �1� - ..... . ...... � ... ........ . _.. 11 , �, 11 / ,_. -- 7- � - --,. --� . ... . ...... . ... 11 .... �____. / \ 11 11 ,/"I I , '� . �11 � 1;1 I ,, r .... ** ......... . ..... - - �_/ wr�i _ .... __ __ , A I i *_.. , , I 11 - I � � I . � , _ ... :� = 7 __. __ ,-- . / \ 11 11 I ..-.- I 11,11 *�,� .1 ,; ---- : . . ..... ...... .._=.. -,::::: ...... -::.- __ �� - ...... .. . ....... 11 ........ . ...... "I 31 � ! 11 � 1_.. �11,, 11 � (NST). NFPA 24, 7.1.1.2. , . , I ..... 1'.....1- I-— ..... . ....... I -.1 .. . . ....... . ...... � / I � I � � I I � I'll- , I - ... \ / 11 � _34- 1--.. - __4 It ST ... . .. __ ----- "_ .. - ....-I...- 11 � � 11 1-... I � � - , I .- - I � / i 0--r,.n - - ""' I . - - - __ -.-- _� . /I el 1*1� t,' I ___ " � �; , � .�513P-0 8 0 M -, .. . ..... -s�Z======::�::: ................ ..... , __ - ,// 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN DIAMETER. THE CENTER OF THE HOSE OUTLET SHALL BE I �1� .. . . ........ � . . . . . . . ....... I— _-:7.... --::;_- ;� / - - I Lf 1�'�, � , � � ��:-.,----=:-=Ag��:'-�'..'..'-, ........ 11 '��=,;� ... _ ��\ + .- � ____.�� ......... - " 1111'1`1� ___ �� .. �_ , , ----. - I-- I �� .. I 1�, , 1, " - . z :. �� .. I 1� ____9 � _9 � �_ / � OVE FINAL GRADE OR, WHERE LOCATED IN A HOSE HOUSE, 12- ABOVE THE FLOOR. NFPA 24, 7.1.1 & , I - - ,� I �_ . --, ! ��A ELE%-d. 1 ' I -37,i TP I � . t2 - EWE ` I �_ "I .� W I � i : I � . " : I I'll I . 11 I - : 7�1\�kl__.�,� '1�'..." � ,-.- - 4 � � s . , � i : . .. ... . m ... � ___ I,-, .��_, -1 , 'I,/ " *,%� �1� If- w , : ; . I . : ; 11 I : ..... : i ,� V_,i7� -_ - I-et: 11 \-,& I LL , :. � � � � ."� " QD ... SD : / "' 7.3.3. . , I-- - - - ----- ------ : w. _SD 1� I � � , ___ ". / I 1-. I "I I—— ; - I � ... _. ; .11 I � _` is -1 � , m - 3U, \,.)U/ 1jL; � , � � "',_.. r� _�, I I - : + , �, 1-%. �11 11 :� ,� ; , , , " � �`- 1�"", `�" 11*� 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. NFPA 24, 7.2.3. 1 � � . � : 1p A" ; � I � : I - ; , � -1, 11 _. - a . - .. - i - : , � LIMIT OF WORK I ,�/ I-.. ... I , , : . . "I 11 � " "I,. �_ R .. f) � :.., __� 1.% � - - I , " w . � -1. �. ,-,, / ;; .1 .... ........ ...... 111- i I � N%� � � : - _ - �, 1�� . _.,� 11 . � : . . ........... � ..... ..........1--, - 11-.1 --- 1-1-11--l.".... .., ... I �� ::�� I '."." / .1 __ -, . � I __ ... ::.: ... ...... :_ .. ..... - ..... � ... I ........ I � I 11>�, �_ __ - , , , , , 11 / I . � � : � : �el / I : ; : � . . I � � , � 235.32-1 : I I - - � - _, / ; � : , , : : q , , " , , - / i 11*� : ....... 1--_-, � . � " : I . � �, , , `��, 11F____ , ,. , 7. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE LOCATED IN I : i : : � I � I ; : , : ! : .. ,-, , � : I ; I i I : t � . -, - ',',-- �'-' 1� � 'r - . . z L_ � i , � - ',-�--O; � ... I � - : �, , ==�=��=, � -k-" PARKING STALLS. NFPA 24, 7.1.1.1 l : : I : � / : � Is ss s ; t . . � . � . , -, I _,t, i �u 1% � I 1 I ; .�- , , � ,,, �,-i�, - --- - I � t: � , 11, I : 3 : I � I - I : . \' � � , " * 1; , . I i � * �: __<�>_ , I : 245.1 OFF 11 : ; ; ,,, � '%�� - z�,-, // 1 : . ; ! t : : - ....... . .- - __�,_ 1 --- �,__ _.". I I 5 1 : I . ; : I , ��___ \ � z - / : I : � / ,_Z�, ��,�� _ - , 1 � : : "I i i : 11� / � � -1 / � I - I � : - i 1� \ ,�,_. - " 8. ALL PIPING SHALL BE LISTED FOR USE IN FIRE PROTECTION SERVICE AND COMPLY WITH AWWA STANDARDS (CLASS 150 MINIMUM) , ; � I I t ........... / 1� -) � I— : I I �--,-_ -- , i , I s ---,-,--, .. . . . . ................................ .____�, . 'Z�,_ � ---/ 41 �>, : I : I � .. z ' � I ...... � .... ... . . . . . .......... � ........ � ............... _. _��_<__ ", __Z 1; \ -11 � I- i _N I � '_�, � - , CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. NFPA 24, 10.1.1 & 5 ; : ) SCO L__,_ 11 5[— I � q 1 � V . ...... / �� ! , " , i . I 1 I$ 42 8 I .� . I I , I`- � : I I I 1, 1, : H : : 4 6"XiTl_� LSF--E S� RINKLER P NS I I �. - ...... � .... 1� : : . ",� � I 1 i 1: --�� , -,�. � : D � : I �; . , , --, N , ) I ; i I z 1: I . , I - , : I . r- � . . . . I - � IN, , _�� I � : RED It F F1j!E RISER I I ; /' I., � . //�' ��\,, 9. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL : I p I �_ . ..... ..... I . ... ".. � .......... 1 I �, 11 =�: ..... .1 � - : , 1� "I'll, I ."�;Z: - 5, .. : 1. "' - I - I : 11 :� , � - .�, I L==,;;� . —1: : I . . ... _., __7_____'1_ � , , . s . - : , i( . ............. — AFTER INSTALLATION. NFPA 24, 10.3.6.2 � . �=�== ... :., ff . .. .. .? I I - - , 71 -CO I - � I : I 1A, I I'll . , . I , - � .: I � , I w I � , I.. I .., . I I -1,:-,*: � I � � �_l ,11 - I '. '. l.1 �'. , � 71. =�71 , , ,.,, I i ; 11 :.i, .1 . : . '' . I 11 .- ,� . ;'_� 5 . - i. : 1, . I . . I .: I . ::, i I 1-:1 q i . ,� I . 'is . . 1: . . . I . I — I I I . : _ ---------- � �.: . _: � k,,�7� '. i , - . : I � : I I : I . ---a j. [ . - t ,,..- I - , -4-L-1- : .. 111 : 4 _r. ; : . � .i . "� . a . � , : �_ . � 1. . I I.. * . ' :' ' . : 1: � 44��.. � . -,-=SD ;;a ff : ; : � � , , , � a � ., . � :. , ----.:L! I i ; : — . . , �,� . , . I I 1: : . � l I- ''. . � . : , , " .0 10. BACKFILL SHALL BE WELL TAMPED LAYERS TO CONSIST OF 6" MINIMUM BED OF CLEAN FILL SAND OR PEA GRAVEL BELOW AND 12 .. :, . - I : , _ .: I : . . . I t_ I - Z___Q_w : z , , .: : . , - - � ., . 1. I 11--N .. .1 . : . . . :.; � 1, I .� 1. - // I :: 6.181E . �� I - I , � : . - 'It . .......... _", � : I -� : //' : 11 , I �__.,_'_�_.,,�____ _: ....... �--:-- i . ., I - ___._....... ....... ,� � ::_7_, I : ; -: I __ � . I I" . � : i! ..-IJ ..... �: .... _-, ..... : ...... 1. . -----I-,-- ___ I ... %, .. . . . I .... I ..... ... '. .. SD,: ....................... SD -'-----,--- P_ , ��D " � 1; , . I 11, � ..... � 1 ............ : ............ :.. , , : � . � I : : I . sb I � _____T_ - 1 121�` ; , . � I . i � ABOVE THE PIPE (TOTAL 18" MINIMUM). NFPA 24, 10.9.1 i, � -1-1 ..................... 11.111� I - at___.��'�� . �. ... --w- ---,---*��::�:�":\euj�'�,-,::i.--', ___ f � ....... . . ...... � ... ��L.., ; ; � I s \ -17 \tl_ : : :, '. . i . - - " , i : i --,---- 7- � , I . i , i I � .. = i , . ". I FW . . i I � i " . : : I I IN �� / \ .,.�, ........ i � I - 1� 1� : _ , .. . . I i �, i : . __\� - - I- _\ — --- — _ t i A — ._ I . l � f, � '. H - , _,== I I ___===_� __� _^:� I __.- I 11. FITTINGS SHALL BE OF AN APPROVED TYPE. NFPA 24, 10.2.1 .� 11 f 4A 2+58. ' . D .— ==_t)u_ = __ " SD I ! : -, 4 i . I i -.1,111 � � I % I I I " -, \N, I � . � I : � ,I ONNECT T( z4 EX. \ ; : 441 ,_ I � / , , � . ' : , N. , lj // / 1:11. : I I f .......... � ... 11 lk--..-.. __j -,- \ I—, . . ..... r .... \\ ...... _________j . . . . . .......... � ....... � .............. _� . ........... I .. : , I : 12 A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE - ....... ... ........... - _,_,___,_,_,_,__,___ : : I . I ; I : 4 ��Y__ .. I . ........... ___ 1- ....... I ______1 ..... . .. ... , , � �- --o��- ----- ------ , " -1--i � . ..'i 1' C " � WTR , W; 9"" __ . ____1 , . , . , , ',)� 7" I I , , '' �. , — � EXPECTED, A MINIMUM OF 36" COVER SHALL BE PROVIDED. NFPA 24, 10.4.4. . � � \, .., \% " . ... =====� - "_�� I �', � , : � � 11 . =__ � : \ \\ I � I I � � . � , � �� % -1 .1 A I I :_ . - . . f, � � � � . _..� 1. \\ I [�f:::�-_-_-_-._-_-_� , .......... \ : __ ____ — _., . S,D': I \,\ /� , . I I .%'\V *1'., ., _'1// %%%%% � I ", � 1 1 '.. , -------,+I . 3 - , .::, - , --�- � � - ", -,,. , � � � � � � 1 1�.. � , I I . I ___;�,� : � '> . i \\ i I 11 I \ /Z/1 - , �,, ", � , ""'! � � - - -7-= , =,� �,�;, � : I cn 3.01 BP-(6" STORM) * - 11 ...... -"--"- - I I - - - - - � � 0 1 - : � I .1 : : : I � ��\ i / " �_______ ___ ... : ... . ..... ��,-, . : , � I . � - I . I i . 13. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. t ___ I : . :. , � � � � - I , k, A xl',e, - � . I i � .1 I � ; I \ . I � � , � � I � q � ; . '. : � , , , � , � � � � � I � i ffix/ . :.. ,,, "I I . I . : 4 ; 242.51TP-(Y t l. n. USD \_� // , , � � � � . � IV--.,., � � � � , . -FILL BETWEEN THE JOINTS TO PREVENT MOVEMENT OF THE PIPE. PROVIDE DETAILS AND CALCULATIONS FOR SIZING THRUST j ; , , ,� , �� %% � I BACK . j: e, , � 1H ': T_ I ; . , , � , � ",�.� �' V � ( . . . : �.: , � � � . , I __ ; W ; � _,11� '. �+ : � � � , � - . " I � � . - � ,�� - . I . � . 11�:,_ ____ '' , i ,f � � � . ;� i� , . � � . " , � " �, �, .,., � .� : ; i I . I � � � \' , - , , � , I I . ''. ( / . 1 : OIL CONDITIONS. NFPA 24, 10.8. � 1. " I I I I 11 . . , �\ �, 1; - � . � � � I ., � �, I- , I : � 11': : , 1 _� ---- - - �_! / ,,. " , , t � � � � � � �,� � � ',.'- �, - , � . �' � _/V � " : I . jm F) // "/ //\,�,�, � , � � � � � ; i � \ 46 ig I' 245.4±FS) @ i / \ �\� �1� - � - I I , � � 1, � _\%%%%_1_ - 11 i i, i I - � . I � 1� � . � i � l; � , � , L.- t_e �? " . . � . . - /I I I ., 0 l �) 242.06BP-3"WTR I . � i � �- �, I I . , I � I . � � �, I I I.!, '. : ! 1 ,,,, / � ,� %". � � � - - - -/ / -1j1-1-%'-'-' " I , . � : I - - , , 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, WHICHEVER IS GREATER) SHALL BE : . . � : : � __ _,____' � I I . A. � � � - - . . " 1 I , t : I : z ____ ...... - ..... __ ... - ............ :-_-:::��/ � . � . . � . I - I � . I ,__ - / / �, " ,,� i : � I � : // i - , , , . I � � I ; : : � I- I I : \ 1, : U ' . // � /Y - � � , \ 245.2OFF --L I , I I . - 1 2"WTR) ; , , , / V11 . . . � � I �, �' � ; (241.06TP .. . \ � � % � . � . � � � ., En, .- ....... : ...... I i PERFORMED. NFPA 24, lo.10.2.2.1. � .. . : "I 11 .... i : � . I , ,� _t..., I �j ��. I ; ........ I .... %..�. - � , . i \_ 51 : : k 11 � , , �/ v i . I i : .__ � �; , -.11 I � . I � I . ........ . .... !K_ hl.._ . .......... ....- 11 -I-,-------- ..... I : 1 I ............. �. � . � � 11 I - "... u _�, - . 243.208P-(6l' STORM ' . _____ , - ___\\�� I i I ................... :.... __,_61 �- ". - ..... � ...... .. --- __... �. . ; 1 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING. FLOW SHALL BE THROUGH A :Z-- . I : . : I ......... .....1. ..................... �, Z. � I � I ,; I %, 1%_1 i ' � : : '�__ - - --- - - ------------------- . ; i 11 I : � :.I'' � . � 237.99TP-(4- SEWER - I IF-- - - \ , : % i: I w � t � :F �\ I : . : MINIMUM OF 4" HOSE OF PIPE. NFPA 24, 10.10.2.1. 11 I : ; �i V / : l'' � t 11": : : . I .:: " l, I" 1�; . . .!.-- ::' . ; , , ____1 � cn i L . ........... — I I ..-: C, / / / I MEP PLANS / :E ____1 I i � t �; X I LIMIT � I I.:; 0// 24 .58 46" STORM) / (g� \,\,� I .? .... ... � ........ , 1: I . : I " ? ; swfr . . �, i � �f / I i 1 16. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION, VALVES SHALL BE MONITORED IF THEY SERVE 20 OR MORE P-4 " SEWER) - I : I !I: . / 238. \ : �'; ,,4 I I - 1. I , , : ': i: N� � ''I : : 1: SPRINKLER HEADS. CBC/CFC 903.4 : ; I 170�� SS LATERAL L.L I . .SD \\ !-I , _-_ . \ : �: *___�- - AT-nE I'l . !: . - 2 a :: 10 Ss // \ � �2 - 0 � � 1 :1 * I i '�� - 4 \ i � �, I I % � - I I . // — ____ � — __1 ..... . 5 � e-'A N--..,' ____ ss — ILL. :i- ,�-��l ss — /_ __ __ - — - SD (> : 1 17. ALL CONTROL VALVES SHALL BE LISTED INDICATING TYPE UNLESS A NON-INDICATIN VALVE, SUCH AS AN UNDERGROUND GATE VALV V--_ : SS \ s — �\\\ - -'s — -+, — ss -9 ss � . : — - ------- / � �_ i � : �\ '. I I _42,1/ IV i � plo 1 " , I : I ; � _/ . 7L 4\\ _" , � . ;1 .. I . . ..... : I .11 Is,% .. � . : i 11. � - , , � ; 11 WITH APPROVED ROADWAY BOX COMPLETE WITH T-WRENCH, IS ACCEPTABLE TO AUTHORITY HAVING JURISDICTION (AHJ). NFPA 24, 1 �.T� i . � . . :,: � I , . �\ I I .... �_- CD '. - ` i \ / / / � . � �-i - _1*0 - - ------- � ... ............ � .................. _____, A-\1__ .. ...- ... .............. /.`/`"`.- --- ��-��.��.�.--,--,-,-------,-.....+..� ...... \\ i I . I '. I ; i I I I .. 1 ". . �� . I I : � . : I � . . - � --- - ' ' " 1. - ......... m -;, , - I 1 i,. I I . 1 7 Tmw . . . . ........... - ................. / ,-; __ I . , FFi:___: - - - - 1- . . . . ........ � .... . / : . ' ' ' .r I 11 , r_,��u :3 , __�, .. ..... 1� ... 1__ ' ' ,q I ... 4i .. . ................... __,_.��u __� . . ..... � ... _�_ ... :Pq�_�:��,.+�: .......... L ..... � ---- ------- --- , ----,--- .� ......... _____J , - - fl�_L --- - \ .. I I .. i ,-I �., . , l., , :� :- , - .. -6 -' ISD . ; ! 6.1.1. , � .� I : , !I. , 0___�.__._.. ..--4-- i--, I � t _- Lj 1 1 . .----IN ........ ........ I ..... .... ; --------- -------- I �__ - I- 7,�, . . . . � I � , M.I., - � : , � 1. , , � , . - . . : I � . I . � . , I . I : , - - . . :1 - .,� . : " . , , , - li . SSCO 42 a . � __<__1_ . I . I r;6 .-; ........ _.__;__1_., , 1 . � I I �,.: . " . CN ot:�_ '> , �--� - ;x� � ....... ... ... ------ I I., : I - I lu� 111*111,11, 11 : , . . �- I f � - ; � - I : � , I '' �. . , .1 . I . . I I - - I 11 . : � � I 1 _ , , -, , , �-"- 1 : � �_ . .: : I . , " t�! � , - - ,:� I : � , , , . . I . , � , � I . � . � : 5 1 ; : : . , '..; ......... : ....... :. .-t,_ __ _,,.: .... _:..:-:.. - ...." -j � , , '. I : I . i 1�1 . ; ; : I I ,:: . I , 1: _41'__ I I , . 18. POST INDICATING VALVES (PIV) SHALL BE TESTED TO INSURE THAT THE "TARGETS" (OPEN CLOSED) ARE CLEARLY IDENTIFIED : � . . . 4. .1 I ........ :. j I " . I , : . I � I .1 - I I I . I � L�� I I � - ��'�' " I , � I � ::E ,-,. I � 5 1 . . , , � : . . 11 . " I , � 1 , 101.- ;,, I I ,;I, � I ------,--.,., ................ ; ." , , * 1 t. - -, . , . � . . -i . 1 l � . I I " , �-. - �,, , \ � � , , , - i t 45.0'Rl , . : I � .1. : I jr-\,_'� %'J; N I � I LO 1, 1. . I �_ / 0 :, � - - ISO I :. � I . :!s . : I - .......... .............. SD ....... �------- I . I ;t + , - � Nt � . . : : - I . - ........... .,. : I? � . I .,- :; � I � .. : : � , ,X C) . i 237.651E : : I . . . : � : I 1, 4 :: A SED. N 24s 10.10.1 & 14.1. :: i , � 3 , ;, i - , , - .. . I : . , I I _--�� '. I , I � I � 1 . . . . I . .... � , I �. .. - 11 Is � ,ui w I . . �, I ? '� m _47-1 "I I . . '. :1� _ ..._,/1 i I :i ! H , ::� � I' :i , E BY THE INSTALLING CONTRACTOR IN THE PRESENCE OF THE � I . 011 I . I . . . : � .... I- . /. � . � I ; L� : � � . I , 1.. , . I ot I . . I I : ; ; , , I 1 �AHJ). PROVIDE A COMPLETE CONTRACTOR � �-.7.,:' "I . - � . I `�>� ; CN y I ��_--- . - SD �"_ -1 � . ; , , . I : I I I I . � �, ....... .. -A- 19. 1 1 - , I f I I . ...:,. -...::�i��::� _i�l 1. I . ., .1 - I . . ; 11r; , MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING TO DSA. NFPA 24, 10. . 1 & 14. 1, CFC 901.5 & 6. . , '.1 ; ;;u � i �; I .1 I i . .1 .... ....- , I 15, 1 t it . �. I iJ r I I . . I i . /\_':, 1-ul, . ............ — _.. , � 11 :, I I : , � ." � I ; . -,-,-.- - ....... .- -Z::�� ........ � I i I I I : � � , - --- ---- - �=:mm, __'ir . .............. _1 I ! . I : i i :. _41 I . i ; ; " .1 . .'." �� I i I . : � - I ... .......... .......... :, I ; I : I .. . : ' � i I , ,�-; ----- -fil I I � - 4� � i : + . I I � ....... ...... . � � . ; 1. , . � � i . : :: I I I..Y. I : I . . : � 1. � i I I : : . " w I . rp I 0 i H I :: '�� , . . �__ I i ,\ .11 . I � . I � i i _,�r -1 1. . . ----- --- -;i�--�- --, ; �. ; : s . I I ... 4 ; MEP LANS -,,- ,; � ,� . I : : . v I 245.2OFF L__ � \ ; � I I : ;i 1: I. - . ! : � � 11 � � . I I ; ; . _ � I . � , :i : .: I . 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WATE SERVICE +1 25i9513 12" iORM / f 238-1 . - i � I .� . /,?-' / /// �011 u+u0 - /W ii \\'�,� / 1 2.00 -8" RE V� I;; 11_� :: . .... . ::�:��,,;_ I , -rl^kl � , 0+50 �I RA - m I /A / � 11 � NOT TO SCALE FLECTI�N] I / �__ 8" FIRE SERVICE PROFILE STAT:0+99.39 I — 11 . 7 11 / It il, \ L,'�_ — �21 1 / �,/11' ,4/11�' I \ THR 0 BL 61( � I 'OUPLIN , N4/ I // '�\ 1i iL._ -1 0; G Lill f /� I . ��_,��, 1_'Z � � SCALE: HORIZONTAL: 1"=T_0_r_ v , �11 I __ ',�', /111 11 I : , � I ' ' I T, I I '\ I- ! ; N : �1, I I - � ' 6 : I I A, � I � \ I., - __ t53.157-8" FIRL WIN , e� , �_��1_1_1_ � V.,nit-) i ell �,�,� I - I 1�_,_ ____ � �/ I --a- % . 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I WATER1>_,11 . 11 - __11 I Ill'' I T_ , i� ' IE . , � - - = r = - .. 7=11, - .- 1� , ': f_-1111f_��_ - - - - :: - - = -a I wi� i- � _11 *__4&11111''� . . , � I , , , l 1�, �: . I A , . � - � , � � . , I ,,OAD .. . I � � BFP I � I I � � . � � — w @ INSTALL TWO (2) 2-INCH WATER SERVICES AND METERS PER WAS � -4 �,� 4 DEMOLITION NOTES CONSTRUCTION NOTES: @ THRUST BLOCKS TO BE INSTALLED PER WAS WT-01& WT-02 FOR FAI EXISTING TO BE REMOVED OLE AND FIELD VERIFY LOCATION, DEPTH, @ INSTALL TWO (2) 2-INCH REDUCE PRESSURE BACKFLOW ALL WATER AND FIRE LINES 4" AND LARGER. SEE SHEET C1 6 [E] EXISTING TO BE RELOCATED AND SIZE PRIOR TO COMMENCING CONSTRUCTION '_`\ EXISTING EASEMENT NOTES @ 4" PVC SEWER LATERAL PER WAS SS-01 2" RECYCLED IRRIGATION SERVICE AND METER PER WAS WS-02 \��/ RCI EXISTING TO REMAIN, PROTECT IN PLACE @ AND WR-04. TRACER WIRE SHALL BE INSTALLED WITH NEW T_2`_ _WIDE EASEMENT GRANTED TO SAN DIEGO GAS @ SEWER CLEANOUT PER WAS SC-01 AND ELECTRIC COMPANY FOR PUBLIC UTILITIES, FD-] DRY UTILITIES TO BE COORDINATED WITH UTILITY 8" FIRE SERVICE PER WAS WF-05, MODIFIED WITH DCDA PER WAS INGRESS, EGRESS AND INCIDENTAL PURPOSES, PROVIDER, SHOWN FOR REFERENCE ONLY 6" FIRE HYDRANT ASSEMBLY PER WAS WF-01 03, 1956 IN BOOK 6283, (§ A WF-05 , MODIFIED WITH DCDA ON SHEET C1 6 MODEL AMES COLT PAr%-P- RAA 0 P (Tr) iQp* ni IlTri ARAM) VERTICAL: 1 " =5# ESS/av 1. STORM DRAIN SHOWN FOR REFERENCE ONLY. 1�) �1 ,,�, 0 . S �/ s'. , REFER TO STORM DRAIN PLAN ON SHEET C1 1 �� - __1 �Q o— I ,A 1i ___ r 1) — — EST OF INTEKT—ATE HIGHWAY 5 AT THE . U11*1filIq U. 'JIV11111 Uni L_ PLANNING - / 1144f, LAAAL. A 'k. ."_0 r-PRAPAll 1 AZZ), t,A VZUZ4 NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL ft. R.C.E. NO.: .0 75822 JESSE10WENS- '-ErURD J. W-Im SAN DIEGUITO UNION HIGH SCHOOL DISTRICT C12 . - RECORD FROM: PQINI NUbdBER 1048 PER ROS 1841 REVIEWER BRYAN D. SMITH 71 61 !a – CITY - I Z_ APN: 268-122-35-00 & 258-122-36-00 1 ________ I _______________ I � . ,ELEVATION: 173.32 DATUM: N&_Dd I CITY ENGINEER ___ ___ DATE INSPECTOR L — A-- _-L- EXP.: 06-30-2020 1 DATE DAtj I - ___/ r - I PLANNING CASE NO: 18-117 ADR PMW CDP UTILITY PLAN __ - ,SHEET 12 OF 16 ________� _______________ __�� _____ __________________ F:\PROJECTS\307\016\PLANS\PRECISE GRADlNG\307-016-GP-12UT.DWG (07-03-19 7:54:53AM) Plotted by: Lizette Salazar I I f 3�4 AMA 268- -0�"" APNJ 26 SLop x VARIES '-d- "NOTE: 3/4 x 3/4" USE WEIGHTED FIBER ROLLS FOR ASPHALT >- STAKES PAVEMENT AREAS 9 MAX. 4' Q SPACING Q DETAIL. FIBER ROLL NOT TO SCALE Q 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 68--122-10 2) `t jj t 2 �I E I a m °gip ° 3 ! i ! ! 00 DIRECTION OF O :_ DIRECTION OF FLOW NOT TO SCALE DU MIN OrlMLL Ivv I c V11 11`113 r LMI-4 Inc Lvl.ti l iViVJ, it ANT, VVt'ILMt MAI LKIKLJ AKt U111LU I LT EXPOSED TO STORM WATER. 4. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS 5. ALL CONSTRUCTION GATES SHALL BE SLIDING ONLY DETAIL: STABILIZED CONSTRUCTION 6. CONTRACTOR MUST OBTAIN TRAFFIC CONTROL PERMIT PRIOR TO INSTALLING THE STABILIZED CONSTRUCTION ENTRANCE OR CONSTRUCTION FENCE SYSTEM IN THE PUBLIC RIGHT OF WAY. TRANCE/ E IT NOT TO SCALE 7. THE PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT (CGP) AND IS COVERED UNDER WDID NO. 9 37C386443 CONTRACTOR SHALL COMPLY WITH THE CGP a 10112 . DAYLIGHT LINE EASEMENT LINE FLOW DIRECTION STORM DRAIN INLET PROTECTION 0 PER SE -10 GRAVEL BAG BERM PER SE -6xx- FIBER ROLL PER SE -5 OR USE WEIGHTED FIBER ROLLS FOR ASPHALT FIR PAVEMENT AREAS SILT FENCE PER SE -1 SIF STREET SWEEPING AND ss U VACUUMING PER SE -7 MATERIAL DELIVERY AND STORAGE PER WM -1 Ms STOCKPILE MANAGEMENT PER WM -3 Nary ENT SPILL PREVENTION AND CONTROL PER —4 SOLID WASTE MANAGEMENT PER WM -5 swM CONTAMINATED SOIL MANAGEMENT PER WM -7 csr CONCRETE WASTE MANAGEMENT PER WM--8 eWIvI SANITARY /SEPTIC WASTE MANAGEMENT PER WM -9 ss LIQUID WASTE MANAGEMENT PER WM —10 SCHEDULING PER SS -1 SCH WATER CONSERVATION PRACTICES PER NS -1 CONSTRUCTION ENTRANCE HAZARDOUS WASTE MANAGEMENT PER WM -6 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 as 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 as NS -13 CONCRETE FINISHING » WM -1 MATERIAL DELIVERY AND STORAGE as WM -2 MATERIAL USE » WM--3 STOCKPILE MANAGEMENT as WM -4 SPILL PREVENTION AND CONTROL » WM -5 SOLID WASTE MANAGEMENT » WM--6 HAZARDOUS WASTE MANAGEMENT » WM -8 CONCRETE WASTE MANAGEMENT r i i MANAGEMENT SANITARY WASTE MANAGEMENT NOTE: BMP NUMBERS REFERENCE CA BMP ;HANDBOOH M.FUSCOE MONOLITHIC CURB IF SPECIFIED OR REQUIRED ,b"\ .�, A TRANSITION AREA ��r r ° FACE OF CURB LIP OF GUTTER �- A PLAN -- TYPE A MONOLITHIC CURB 4' MIN IF SPECIFIED OR I R W SIDEWALK REQUIRED CURB TRANSITION SIDEWALK , e SEE TYPE 8 FACE OF CURB LIP Z 4' -0" Z (TOE) A OF GUTTER PLAN - TYPE B TOP OF X CURB # 6„ 4' MIN Y _ LANDING 5% MAXIMUM ELEVATION' 8.337 MAX GUTTER APRON SLOPE AT RAMP GUTTER - OPENING FLOW LINE SEE TRUNCATED NOTE 4 DOMES NOTES: 4" THICK MIN SEE DETAIL B STANDARD 1. SEE STANDARD DRAWING G -32A FOR GENERAL NOTES. DRAWING G -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 -328 FOR X, Y, AND Z DETAILS. Revision By Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL BAHMANIAN 04/86 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE REVISED T. STANTON 04/06 10 25 2018 UPDATED MR MR /CV 03/12 CURB RAMP - TYPES A AND B Chair erson R.C.E, 19246 Date REVIEWED CV CV 12/15 (NEW CONSTRUCTION) DRAWING G -27 REVISED KE TS /RAP 11/17 NUMBER 2" AC PAVEMENT 2" AC PAVEMENT FINISH GRADE 1 CAP AS ROVED FINISH GRADE 1 APPROVED BY AGENCY t .. BY AGENCY t 114 s z 3i ...... ..... 6" TYP-o4 6- TYP --v I v v -- TYPE A TYPE B 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 4) BACKFILL TO TOP OF 45° BEND WITH 3/4" CRUSHED ROCK 5 MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS -- ... LIST LEGEND ON PLANS ITEM SIZE AND DESCRIPTION I OM SIZE AND DESCRIPTION ® 12" Cl CLEANOUT BOX COVER MARKET? 5 45° ELBOW 'SEWER' AND AGENCY NAME AS REQUIRED g 3/4" CRUSHED ROCK PIPE BEDDING 7 SEWER MAIN CONCRETE RING g 3/4" CRUSHED ROCK SEE NOTE 4 12" PVC, C -900 x 15" LONG (CLEANOUT g BOX) STANDARD WYE BRANCH ® SIZE x REQUIRED LENGTH PVC PIPE 0 INSTALL PLUG AND CONCRETE LUG Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 Replaced S -03 J. Tomasuio 03/05 ;,0125120,-8 Delete Metric MR B. KNOLL 03/11 Chair erson R.C.E. 19246 Date Reviewed BK B. KNOLL 04/15 SEWER CLEANOUT DRAWNG Reviewed BK B. KNOLL 10/18 NUMBER SC _ O� CHANGE NO. DESCRIPTION APPROVED DATE F: \PROJECTS \307 \016 \PLANS \PRECISE GRADING \307 - 016- GP- 14STD.DWG (07 -02 -19 7 :58:06PM) Plotted by: Lizette Salazar I LANDING uj z jDate - -- Tr- TRANSIT #ON AREA ORIGINAL 2. TYPE A -1 IS A DESIGNATION FOR RAMP AT CURB RETURN. 0 } 3. TYPE B -1 IS A DESIGNATION FOR RAMP AT STRAIGHT CURB (SHOWN ABOVE). @ 1.6" TO 2.4" SPACING C/C 4. LANDING CROSS SLOPE SHALL BE 2,0% MAX IN BOTH DIRECTIONS. I Z 10 25 2018 6. SEE STANDARD DRAWING G -32B FOR X, Y, AND Z* DETAILS. I. Revision By Approved o z RECOMMENDED BY THE SAN DIEGO ( I Choir erson R.C.E. 19246 Date J T.R. mss- -' ORIGINAL '� ' -• - ( BAHMANIAN 02/95 O 10/18 REVISED NUMBER _ ., ; - , . LLJ 70 25 2018 (3 UPDATED MR MR /CV 03/12 Char erson R.C.E. 19246 Date UPDATED CV CV 12/15 (FOR EXISTING SIDEWALK} DRAWING -28 Q REVISED KE TS /RAP z NUMBER 0) u W 0 I 000 PIPE OD H o - 0000000000000000000 BASE .d' ®� ® ®� ®�� ®� ®�� ®� La1 00000 000000000 000 0.2" r 12" MA z z 6 oo0 INVERT ELEVATION a ° QN PLAN -- TILE NOT TO SCALE 'TRUNCATED DOMES Li M [L 0) ® ® ®�� ® ®� ®erg ® ® ®� �!•' CONFORMING TO FEDERAL STANDARDS 5958 TABLE IV, COLOR NO. 33538, OR AS SPECIFIED BY THE AGENCY. COLOR (L SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. t 0 0o 00 ' FACE OF CURB Z* 4' -0" Z* L 4" CLEARANCE (MIN) 000 L- -A LIP (TOE) OF GUTTER PLAN NOTE: X Z* 4' -0" Z* TOP OF CURB NOT TO SCALE PATTERN, SIZE & 0.90" TO 1.4" GUTTER FLOW LINE ORIENTATION ARE ELEVATION 4' -0" MIN Y PER MANUFACTURER'S 5% MAX GUTTER APRON RECOMMENDATION SLOPE AT RAMP OPENING 3'_O" By Approved Date TRUNCATED EXISTING PAVEMENT DOMES I SAID DIEGO REGIONAL STANDARD DRAWING SEE NOTE 4 ORIGINAL 8.33% MAX 02/95 ADD METRIC T, STANTON 03/03 D ° ' SEE STANDARD DRAWING 4" THICK MIN G -32A, DETAIL B 12„ 10 25 7.018 UPDATE SECTION A -A CONCRETE GUTTER I NOTES: uj z jDate 1. SEE STANDARD DRAWING G--32A FOR GENERAL NOTES. REGONALNSTANDARDS COMMITTEE TTEE ORIGINAL 2. TYPE A -1 IS A DESIGNATION FOR RAMP AT CURB RETURN. 0 )( 3. TYPE B -1 IS A DESIGNATION FOR RAMP AT STRAIGHT CURB (SHOWN ABOVE). @ 1.6" TO 2.4" SPACING C/C 4. LANDING CROSS SLOPE SHALL BE 2,0% MAX IN BOTH DIRECTIONS. I 5. FOR TRUNCATED DOMES DETAIL, SEE STANDARD DRAWING G -30. 10 25 2018 6. SEE STANDARD DRAWING G -32B FOR X, Y, AND Z* DETAILS. 04/06 Revision By Approved Date o 3. RECOMMENDED BY THE SAN DIEGO UPDATED Choir erson R.C.E. 19246 Date Edited T.R. SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL DRAWING 0_60 BAHMANIAN 02/95 O 10/18 REVISED NUMBER T. STANTON 04/06 CURB RAMP - TYPES A-1 AND B-1 70 25 2018 (3 UPDATED MR MR /CV 03/12 Char erson R.C.E. 19246 Date UPDATED CV CV 12/15 (FOR EXISTING SIDEWALK} DRAWING -28 Q REVISED KE TS /RAP 11/17 NUMBER 3/4" CRUSHED ROCK SECTION NOTES 1. SEE G -24A AND G -248 OR G -25 FOR RESURFACING DETAILS ON IMPROVED STREETS. 2. ( *) INDICATES MINIMUM RELATIVE COMPACTION. 3. TOP 12" OF TRENCH BACKFILL IN STREET SECTION SHALL BE 95% RELATIVE COMPACTION UNLESS SPECIFIED OTHERWISE Revision I By uj z jDate SAN DIEGO REGIONAL STANDARD DRAWING REGONALNSTANDARDS COMMITTEE TTEE ORIGINAL Cif 0 )( 6» U Reformatted @ 1.6" TO 2.4" SPACING C/C T. Stanton w 0 10 25 2018 000oo 04/06 Choi erson R.C.E. 19246 Date 000 rn S.S. o 3. 03111 UPDATED Choir erson R.C.E. 19246 Date Edited T.R. TRENCH WIDTH I 10/15 U DRAWING 0_60 Edited M.W O 10/18 2" WEAKENED NUMBER °z 0o 0/ 000 (3 PL < J aC) I- CL Q O 1/2' R \ 3 TO MEET ADA w 0000000000000000000000000000 Q Y2" R c�i X w U 0 0) u W 0 I 000 PIPE OD H o 0000000000000000000 BASE Z 8" M #N (0 00000 000000000 000 0.2" r 12" MA z z 6 oo0 INVERT ELEVATION a ° QN PLAN -- TILE NOT TO SCALE Li M [L 0) 1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW a CONFORMING TO FEDERAL STANDARDS 5958 TABLE IV, COLOR NO. 33538, OR AS SPECIFIED BY THE AGENCY. COLOR (L SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. t 0 0o 00 L 4" CLEARANCE (MIN) 000 000 O 0 3/4" CRUSHED ROCK SECTION NOTES 1. SEE G -24A AND G -248 OR G -25 FOR RESURFACING DETAILS ON IMPROVED STREETS. 2. ( *) INDICATES MINIMUM RELATIVE COMPACTION. 3. TOP 12" OF TRENCH BACKFILL IN STREET SECTION SHALL BE 95% RELATIVE COMPACTION UNLESS SPECIFIED OTHERWISE Revision I By Approved jDate SAN DIEGO REGIONAL STANDARD DRAWING REGONALNSTANDARDS COMMITTEE TTEE ORIGINAL Cif Kerchevaf 12/75 DIAMETER MINIMUM TO 65% OF THE BASE DIAMETER MAXIMUM. 6» U Reformatted @ 1.6" TO 2.4" SPACING C/C T. Stanton 04/06 PIPE BEDDING AND TRENCH BACKFILL 10 25 2018 000oo 04/06 Choi erson R.C.E. 19246 Date 000 Edited S.S. T. Regello 03111 UPDATED Choir erson R.C.E. 19246 Date Edited T.R. T. Regello 10/15 FOR STORM DRAINS DRAWING 0_60 Edited M.W M. Widelski 10/18 2" WEAKENED NUMBER AS-BUILT O W 4' -0" DETAIL 1 1.6" TO 2.4" 2. TRUNCATED DOME TOP DIAMETER OF 50% OF THE BASE RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 70 25 2018 M Cif TRUNCATED DOMES DIAMETER MINIMUM TO 65% OF THE BASE DIAMETER MAXIMUM. 6» U 6" @ 1.6" TO 2.4" SPACING C/C 0.65" MIN �} CURBS AND GUTTER - SEPARATE IV1ODIFI D MODIFIED EFORMATTED 000oo 04/06 Choi erson R.C.E. 19246 Date 000 MR 00 1 ",=0666000060000000000000000 UPDATED 0000 O 00000 00 E1 CV CV 000 (f! 000 0 2" WEAKENED w °z 0o PLANE JOINT 000 *GUTTER PAN aC) 00 O 400 1/2' R \ 3 TO MEET ADA 000 0000000000000000000000000000 0 Y2" R c�i 0000000 o' W 00000 I 000 v N SUPPORTING A FENCE o 0000000000000000000 BASE (0 00000 000000000 000 0.2" 0000000000000000000000000000 6 oo0 0000000 00 o0 00 0 a ° D PLAN -- TILE NOT TO SCALE NOTES 00 1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW a CONFORMING TO FEDERAL STANDARDS 5958 TABLE IV, COLOR NO. 33538, OR AS SPECIFIED BY THE AGENCY. COLOR SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. W W z 1.6" TO 2.4" 2. TRUNCATED DOME TOP DIAMETER OF 50% OF THE BASE RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 70 25 2018 M Cif ry DIAMETER MINIMUM TO 65% OF THE BASE DIAMETER MAXIMUM. 6» U 6" T. STANTON 0.65" MIN �} CURBS AND GUTTER - SEPARATE IV1ODIFI D MODIFIED EFORMATTED 000oo 04/06 Choi erson R.C.E. 19246 Date 000 MR 00 000000 NUMBER G -01 UPDATED 0000 O 00000 00 E1 CV CV 000 W U 000 0 2" WEAKENED w °z 0o PLANE JOINT 000 *GUTTER PAN 00 O 400 SEE NOTE # 2 1/2' R \ 3 TO MEET ADA 000 00000 0 Y2" R c�i 0000000 00 W 00000 000000000 000 SUPPORTING A FENCE o 0000000000000000000 BASE (0 00000 000000000 000 0.2" t0 6 oo0 0000000 00 o0 00 0 a ° D 00 00 6 0 a 0 0o 00 000 000 O 0 DETAIL 1 NOTE: SEE NOTE # 3 NOT TO SCALE PATTERN, SIZE & 0.90" TO 1.4" ORIENTATION ARE PER MANUFACTURER'S RECOMMENDATION Revision By Approved Date RECOMMENDED BY THE SAN DIEGO I SAID DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL PARKINSON 02/95 ADD METRIC T, STANTON 03/03 10 25 7.018 UPDATE D. DAV €ES 12/04 j (} TRUNCATED f% Chair erson_ R.C.E. 19246 Date UPDATED MR MR /CV 03/12 DOMES j DRAWING G!O 1 UPDATED I MR I MR /CV 03/12 NUMBER W W z Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 70 25 2018 M Cif ry C) 6» U 6" I 2" WEAKENED 1/2" R i 2" WEAKENED PLANE JOINT PLANE JOINT Lu c� 1 00 o °� 3 �3 ujw GUTTER LINE V3 GUTTER LINE ---- -- WLit cn� w0 2 tt7 J W 2 Z � �o 11" 12" 6" CURB 8" CURB AREA =0.89 Sq. Ft. AREA =1.12 Sq. Ft. *CURB WILL HAVE A WIDTH OF 8" WHEN SUPPORTING A FENCE W z -J m WIDTH SHOWN ON PLANS 18" MIN GUTTER 1/2» - 0 1 ELEVATION c0 O LU I 1 _ c a 2" 6„ WW _ I WEAKENED PLANE JOINT I � L-- - - - - -- 1 1-1/2" EXCEPT WHERE ELEVATIONS EXISTING CURB 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 By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 70 25 2018 ORIGINAL 30" KERCHEVAL 12/75 ADD METRIC W T. STANTON 03/03 �} CURBS AND GUTTER - SEPARATE IV1ODIFI D MODIFIED EFORMATTED T. STANTON 04/06 Choi erson R.C.E. 19246 Date UPDATED MR MR CV 11/11 NUMBER G -01 UPDATED CV CV 12/1- 4' -0" MIN REMOVE & RECONSTRUCT PAVEMENT AS SHOWN ON LANDING LINE OF CURB �= PLANS TO PROVIDE 5% SEE NOTE #6 ¢ M MAX SLOPE WITHIN 4' -0" of RAMP APPROACH. 8.33 %qX B A" ..A TRUNCATED DOMES SEE STANDARD 3' -O" MIN DRAWING G -30 / 6" MIN 8" MAX 8 33g Mq ¢_ k 5.0 EDGE OF TRUNCATED DOMES DETAIL B SEE NOTE 7 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: ;'a ': 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 By Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL PARKISON 02/95 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE REVISED T. STANTON 04/06 10 25 2G UPDATED MR MR /CV 03/12 GENERAL NOTES FOR CURB RAMPS chair erson R.C.E. 19246 Date REVIEWED CV CV 12/15 DRAWING _ A REVISED KE TS %RAP 11/17 NUMBER G v TYPE W Vn z G 24" 1.34 SQ, FT. Cl 30" 1.60 SQ FT. 12/75 Q W z w � 10 25 ZOA5 REFORIVIATTEC T. STANTON 04/06 a:: w 6" v MR L., s o DRAWING G - O2 E1 CV CV 12/15 W U L7 d d 2" WEAKENED w °z PLANE JOINT *GUTTER PAN SLOPE MODIFIED € 1/2' R \ 3 TO MEET ADA 1 R 2% MAX' REQUIREMENTS \ d W 1/2" *CURB WILL HAVE A WIDTH OF 8" WHEN SUPPORTING A FENCE TYPE W *AREA G 24" 1.34 SQ, FT. H 30" 1.60 SQ FT. * 6" CURB HEIGHT NOTES: 1. CONCRETE SHALL BE 520 -C -2500. 2. SEE STANDARD DRAWINGS G -9 AND G -10 FOR JOINT DETAILS. 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LEGEND ON PLANS Revision I By Approved I Date RECOMMENDED BY THE SAN DIEGO ` ORIGINAL KERCHBt.AL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 10 25 ZOA5 REFORIVIATTEC T. STANTON 04/06 CURB AND GUTTER -- COMBINED Choir erson R.C.E. 19246 Date UPDATED MR MR /CV 11/11 DRAWING G - O2 UPDATED CV CV 12/15 MODIFIED NUMBER U R/W 2:1 TRANSITION �� DEPRESS CURB LINE GUTTER'. _ 3 -O" S -On PLAN DRIVEWAY CURB OPENING DRIVEWAY WIDTH SHOWN ON PLANS BOTTOM OF CURB�/ 12" R (TYP.) ELEVATION R / W EDGE OF SIDEWALK EXPANSION JOINT I 27c RISE MAX 1p ABOVE GUTTER o 5 -1/2" RESIDENTIAL 7 -1/2" COMMERCIAL A' o 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 I5 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. RECOMMENDED BY THE SAN DIEGO Revision B Y Approved Date PP ORIGINAL R. MUNOZ 4/97 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC E C T. STANTON 03/03 10�ZSf20 W E 1, REVI ED T. STANTON 04/06. CONCRETE DRIVEWAY TYPE A / - Chair erson R.C.E�19246 Date UPDATED MR MR /CV 02/12 CONTIGUOUS SIDEWALK DRAWING UPDATED CV CV 12/15 NUMBER G -14A EXISTING A.C. AND BASE ASPHALT CONCRETE SEE GENERAL SEE GENERAL NOTE NOTE 1 ASPHALT CONCRETE 5 STANDARD STANDARD 12" DRAWING G -24B DRAWING SEE GENERAL NOTE EACH 1 -1/2" THICK G -24B 5 STANDARD SIDE COLD MILL AND DRAWING G -24B OVERLAY - -- Aug--- ll BASE MATERIAL II BASE MATERIAL II SEE GENERAL I SEE GENERAL NOTE 3 STANDARD NOTE 3 DRAWING G -24B STANDARD DRAWING G -248 rI �I II Ii I I -1 - -L TYPE A TYPE B 1 -1/2" THICK COLD MILL AND OVERLAY EXISTING A.C. AND BASE SEE GENERAL ASPHALT NOTE 1 CONCRETE SEE 6» ASPHALT ,REGIONAL GENERAL NOTE EACH CONCRETE SEE STANDARD 5 STANDARD SIDE TABLE STANDARD DRAWING DRAWING G -24B DRAWING G -24B G -24B SEE GENERAL NOTE 1 STANDARD BASE MATERIAL II BASE MATERIAL DRAWING G -24B SEE TABLE SEE GENERAL STANDARD I( II DRAWING G -24B NOTE 3 STANDARD i f DRAWING G -24B NOTE: SEE STANDARD fi j I DRAWING G -248 FOR PHASE II DETAILS I =d- --L TYPE C TYPE D - PHASE I Revision By Approved Date RECOMMENDED BY THE SAN DIEGO ORIGINAL PARKINSON 02/95 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ADD METRIC T. STANTON 03/03 10125 20Th REVIEWED T. STANTON 04/06 TRENCH RESURFACING ----- Date Chair erson R.C.E. 19246 Date UPDATED MR MR /CV 03/12 ASPHALT CONCRETE STREETS DRAWING REVIEWED I CV I CV 12/15 NUMBER G- 24A CHANGE NO. DESCRIPTION APPROVED DATE F: \PROJECTS \307 \016 \PLANS \PRECISE GRADING \307 - 016- GP- 14STD.DWG (07- 03 -19' 7:58 :10AM) Plotted by: Lizette Salazar #4 Q 6" OC BOTH HEIGHT WAYS CONTINUOUS ANCHOR ASPHALT PLUS BASE #4 © 3" OC 3/4" TYPE j A-- ------'''i7' - -- -- r_� p 1 A l E PLUS CLASS II BASE l 8.0" ANCHOR , MONOLITHIC ITEM GUTTER 10.0" 1 ", MIN 4" TO MAX 9" #4 x 3' 6» CURB LINE DIMENSIONS SHOWN ON PLANS 2 PLAN MAJOR OR 4" B SEE ANCHOR 3/4" MAXIMUM CRUSHED ROCK �) #4 ® 3'. OC DETAIL 45° ELBOW MAY 2 " MANHOLE FRAME AND COVER, SEE M-2 *MODIFIED SHOWN *MODIFIER -� 4" MIN I ON ( PLANS CHANNEL #4 0 3» OC TOTAL 4 PIPE LATERAL SEE NOTE 3 & 5 #4 0 6" OC BOTH 8 WAYS CONTINUOUS Re vis io n `:` :1' SLOPE- -° `' 4 Approved PP roved _ _ ® ELEV SHOWN ON PLANS LB 6" C° REMOVE EXISTING *MODIFIED NOTE' SECTION A -A CURB AND GUTTER AND CONSTRUCT LOCKING MANHOLE LID GUTTER MONOLITHIC Replaced S -13 WITH CURB OUTLET #4 0 6" OC BOTH WAYS 03/05 3" X 3" CONSTRUCTION JOINT z m cr CD n 3 � = Cn z ,��: FULL WELD tUJ1 M ! # Delete Metric. c 3" > c�5 BAR N s - _ 3 LEG @ 90' 3 -#4 Chair erson R.C.E. 19246 Date 10" � n 6 6 If " n 2-1/2 x 2 x 1/4 3' x 4' GALVANIZED STEE ANCHOR DETAIL ANGLE SECTION B--B NOTES I6K 1. CONCRETE SHALL BE 560 -C -3250. 1 10/181 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 Y Approved PP Date SAN DIEGO F MOD�FIEDSTANDARD DRAWING RECOMMENDED BY TH E SAN DIE GO REGIONAL STANDARDS COMMITTEE } RIGINAL Kercheval 2 75 >0 25 201. ,vlsed T.Stanton 11/08 _ CURB OUTLET TYPE A cited S.S T. Regello 03/11 Chair erson R.C.E. 19246 Date Cited T.R. T. Regello 10/15 DRAWING D -25A jited W M. Widelski 10/18 NUj�jgER 6„ 1-1/2" THICK EACH COLD MILL AND SIDE OVERLAY TYPE C TRENCH HEIGHT ASPHALT ASPHALT PLUS BASE MIX 3/4" TYPE 3/4" TYPE III CLASS 83 DESIGN III CLASS B3 PLUS CLASS II BASE ALLEYS 8.0" ASPHALT THICKNESS TO EQUAL EXISTING PLUS LOCAL - 4 ITEM LANE 10.0" 1 ", MIN 4" TO MAX 9" COLLECTOR 5 COMBINED ASPHALT PLUS BASE 18" MIN. 2 45° WYE MAJOR OR 12.0" 3/4" MAXIMUM CRUSHED ROCK GREATER 45° ELBOW a 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 S LT TRENCH CAPS IN STREETS NOT RECEIVING A T ECE NG 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 By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL MR MR /CV 03/12 REVIEWED CV CV 12/15 10 25 2018 TRENCH RESURFACING Chair erson R.C.E. 19246 Date NOTES AND DETAILS DRAWING G -24B NUMBER co 0- z vW W M FINISH GRADE N FINISH GRADE 12" 12" 0 0 cv � ELEVATION HEIGHT ' FLOW Ill � OR 1' -0" CLEAN -OUTS FOR SEWER LATERAL NOTES SEE DETAIL SS--03 PER AGENCY OF LEGEND ON PLANS JURISDICTION SIZE AND DESCRIPTION SEE NOTE 12 FINISH GRADE 12" 12" 0 0 cv � ELEVATION i" MIN INVERT OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT I- A HEIGHT 1-1/2: 1 SLOPE UNLIMITED (INDICATE SIZE) � OR 1' -0" \'___ _ FOR SEWER LATERAL NOTES SEE DETAIL SS--03 # # LEGEND ON PLANS ITTEOM SIZE AND DESCRIPTION LEVEL SURFACE 7-T ITEM SIZE AND DESCRIPTION 1 SEINER MAIN r AR UND PIPE 5 PLUG OR CAP 2 45° WYE 3. MAINTAIN 1-1/2" CLEAR SPACING BETWEEN 6 3/4" MAXIMUM CRUSHED ROCK 3 1 45° ELBOW a 7 #9 WIRE ATTACHED TO A BRICK 4 PIPE LATERAL SEE NOTE 3 & 5 I 8 4" PVC PIPE WITH GLUED CAP Re vis io n By Approved PP roved Date AND S DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 10125126 ORIGINAL (APPLICABLE FOR ALL TYPES Kercheval 12 75 Replaced S -13 7. DESIGNATE TYPES AS FOLLOWS: SINGLE G -1, DOUBLE G -2 J. Tomasulo 03/05 st rs 4 AND 6 SEWER LATERAL Delete Metric. MR B. KNOLL 03/11 _ INSTALLATION Chair erson R.C.E. 19246 Date Reviewed BK B. KNOLL 04/15 ((gq DRAWING ASS -L1 i Reviewed I6K 18. KNOLL 1 10/181 NUMBER i" MIN INVERT OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT I- A HEIGHT 1-1/2: 1 SLOPE UNLIMITED ®j 6„ 3' 6„ � OR 1' -0" 1.50 cu ft. NOTES # # „ (VEHICLE TRAFFIC) 1 „ CHAMFER 1 -0 1. SEE D -11A AND D -11B FOR ADDITIONAL - _ / LEVEL SURFACE 7-T NOTES AND DETAILS. I 4-4A i 2' -10" 2. STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4'. r AR UND PIPE -. SEE D -11A FOR DETAILS. I THERE SHALL BE NO 3. MAINTAIN 1-1/2" CLEAR SPACING BETWEEN �, __I _ 4 @ 12" - - -}- LOADINGS EXTENDING REINFORCING AND CONCRETE SURFACE. l # BOTH 'WAYS a 4. INCREASE I ALLOWABLE DEPTH SUBJECT TO APPROVAL v I ' BY LOCAL AGENCY. 5. SECTION A -A SHOWS 3 SIZES AND SHALL NOT IMPLY THAT I EQUAL TO HEIGHT OF AN INTERIOR WALL IS TO BE BUILT FOR THE STRUCTURES a" THE WALL. WITH DOUBLE OR TRIPLE FRAME AND GRATE. 1 12.00 cu ft. _ ,.:• ,, q 6. ESPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH N 1' -0" MIN H/2 (APPLICABLE FOR ALL TYPES RADIUS OF 1/2 ". 7-7 7. DESIGNATE TYPES AS FOLLOWS: SINGLE G -1, DOUBLE G -2 OR TRIPLE G -3. 1-30 D- �-- A #4 12" 8, ONLY END BEARING GRATES SHALL BE USED. SEE D -15. (TY') ELEVATION BOTH WAYS EACH STEP. 6" -"- -¢ 6" - # # #4 � 12" BOTH WAYS # # #4 0 12" BOTH WAYS t i # I i � # i # ,- 1_ 2:1 # # 30 D 2' -11" SINGLE G -1 /I AP 5' DOUBLE G -2 (nP) 7' TRIPLE G -3 SECTION A--A SEE D -13 AND D -15 FOR FRAME AND GRATE DETAILS ROUNDED PIPE ENDS, SEE D -61 I D ELEV SHOWN ON PLANS Revision IBy Approved I Date SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL Kercheval 12 75 Edited T. Stanton 02/09 Edited S.S.1 T. Regello 03/11 CATCH BASIN - TYPE G Edited T.R. I T. Regello 10/15 Edited M.W M. Widelski 10/18 l a RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 70 252018 ;hair erson R.C.E. 19246 Date DRAWING D-08 NUMBER ELEVATION REFERENCE WALL TYPE HEIGHT 1-1/2: 1 SLOPE UNLIMITED CONCRETE CF /FT A OR 1' -0" 1.50 cu ft. 2' LEVEL SURCHARGE 1" CHAMFER „ (VEHICLE TRAFFIC) 1 „ CHAMFER 1 -0 B - _ / LEVEL SURFACE 7-T 4.99 Cu ft. 4' -O" 2' -10" 1' -0" 1" CHAMFER NOTE: T -. 3' -4" 10.82 cu ft. THERE SHALL BE NO 6' -0" 3' -10" LOADINGS EXTENDING C 3, -0" Z ABOVE TOP OF WALL 3,75 cu fit. 4' -0" WITHIN A DISTANCE LU EQUAL TO HEIGHT OF 2' -6" a" THE WALL. 1' -0» MIN `- 1 12.00 cu ft. _ ,.:• ,, q TYPE --A WALL 1' -0" MIN N 1' -0" MIN H/2 (APPLICABLE FOR ALL TYPES OF BACKFILL LOADINGS) H/2 +10" TYPE-8 WALL TYPE -C WALL TOP OF WALL EXPANSION JOINT @ 30'-O"± CENTERS (MAX) AND /OR @ FINISHED GROUND LINE EACH STEP. ELEVATION REFERENCE WALL TYPE HEIGHT BASE CONCRETE CF /FT A V -6" 1' -0" 1.50 cu ft. 2' -0" V -0" 2.00 cu ft. B 3' -0" 2' -4" 4.99 Cu ft. 4' -O" 2' -10" 7.66 cu ft. NOTE: T 5' -0" 3' -4" 10.82 cu ft. 1. SIDEWALK CROSS SLOPE SHALL BE 2% MAX. Q 6' -0" 3' -10" 14.49 cu ft. C 3, -0" 1' -6" 3,75 cu fit. 4' -0" 2' -0" 6.00 Cu ft. 5f -0» 2' -6" 1 8.75 cu ft. 6' -0" 3' -0» 1 12.00 cu ft. NOTE: SEE C -10 FOR SECTION A -A, NOTES AND DETAILS. Revision RECOMMENDED BY THE SAN B Approved Date DIEGO Y Pp SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03/03 10 25 2018 Delete Metric S.S. T. Shell 03/11 GRAVITY RETAINING WALLS Chair erson R.C.E. 19246 Date Reviewed TS T. Stanton 11/15 DRAWING C -09 NUMBER l� V EXISTING SCORE MARK AREA TO BE REMOVED 5'. OR FROM JOINT IN /-EXISTING JOINT aJ f LI'L T V VIL,i \ t L-1-11 I ' EXISTING SCORE MARK--,,","I- AREA TO BE REMOVED EXISTING JOINT G A. ' d tl d .i 6 ,• A O a' a. A SIDEWALK SECTION K 5 OR FROMJOINTIN FROM VEXISTING JOINT PANEL, WHICHEVER IS LESS OR EDGE OF CURB EX ,,-CURB LINE GUTTER LINE ZD :=D) STING JOINT OR EDGE AREA TO BE REMOVED 5' MIN. FROM EXISTING E EXISTING SCORE MARK 5' MIN. JOINT OR EDGE OF PAVEMENT EXISTING JOINT OR EDGE a '° A 3 PAVEMENT SECTION R REMAINING EDGE TO BE SMOOTH AND TRUE WITH 1-1/2- I IN. NO SHATTER v'4 o CONCRETE ° o NOTE: T SAW CUT 1. SIDEWALK CROSS SLOPE SHALL BE 2% MAX. Q Q STING JOINT OR EDGE AREA TO BE REMOVED 5' MIN. FROM EXISTING E EXISTING SCORE MARK 5' MIN. JOINT OR EDGE OF PAVEMENT EXISTING JOINT OR EDGE a '° A 3 PAVEMENT SECTION R REMAINING EDGE TO BE SMOOTH AND TRUE WITH 1-1/2- I IN. NO SHATTER v'4 o CONCRETE ° o NOTE: T SAW CUT 1. SIDEWALK CROSS SLOPE SHALL BE 2% MAX. Q Q 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 S SECTION BE EXTENDED TO JOINT, EDGE OR SCORE MARK, S SHOWING CUT Revision B Approved Date R RECOMMENDED BY THE SAN DIEGO ORIGINAL KERCHEVAL 12/75 S ADD METRIC T. STANTON 03/03 CONCRETE CURB GUTT R CONCRETE r - - -� - - CONCRETE SHALL BE 560 -C -3250. TOP EXTENSION IF SPECIFIED ' DESIGN CONDITIONS <.':'� , ', rte- FILLER MATERIAL: 1 " MAX ,fl WALLS ARE TO BE USED FOR THE MIN AT EACH DRAIN. LOADING CONDITIONS SHOWN FOR /CRUSHED AGGREGATE 4 CU. FT. 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. V.. OUTSIDE GROUND SURFACE, SLOPE DESIGN DATA ° 15' -t0'" CENTER TOA CENDTERINOR AS FC = 1200 PSI DIRECTED BY THE ENGINEER. F'C = 3000 PSI EARTH = 120 PCF TYPICAL" DRAINAGE AND EQUIVALENT FLUID PRESSURE =36 PSF WHEN H IS GREATER PER FOOT OF HEIGHT THAN 4' -0" WALLS SHOWN FOR 1-1/2:1 UNLIMITED SLOPING SUCHARGE ARE DESIGNED IN ACCORDANCE WITH RANKINE'S FORMULA 1/2" EXPANSION JOINT, FILL WITH PREMOLDED FOR UNLIMITED SLOPING SURCHARGE WITH EXPANSION JOINT FILLER. LOCATE JOINTS AT 0 = 42. APPROX. 30' -0" CENTERS OR AS DIRECTED BY NOTE: MAXIMUM TOE PRESSURE UNDER THE ENGINEER. WALL FOOTING = 1-1/2 TONS /SQ. FT. SPECIAL DESIGN REQUIRED WHERE FOOTING MATERIAL IS INCAPABLE OF SUPPORTING THIS PRESSURE. �__ __� EXCAVATION AND BACKFILL COMPACTION OF :BACKFILL MATERIAL 1 /2" WATER STOP, USE ONLY 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-J 3/8„ SPLIT PERMITTED AFTER WALL HAS BEEN PLACED. RUBBER WATERSTOP USE ONLY WHEN WATERTIGHT JOINT IS REQUIRED. Revision B A roved Date RECOMMENDED BY THE SAN DIEGO Y Pp - REGIONAL SAN DIEGO STANDARDS COMMITTEE D EGO REGIONAL 0 AL TAN. AR K v 12 7 STANDARD D DRAWING ORIGINAL erche al�� Add Metric T. Stanton 03/03 _ 10 25 20 Delete Metric S.S. T. Shell 03/11 GENERAL NOTES AND DETAILS Chair 10rson R.C.E. 19248 Date Reviewed TS T. Stanton 11/15 FOR GRAVITY RETAINING WALLS DRAWING C_10 NUMBER S r_ Return wolf 3" x V -O" i Overflow scupper where shown � T' e14 `1 -zd 2 5 x 6' -0° on plans -,. Grate 3/4' min (See Grate Detail) 3" ------------------ � I --- _ - Transition 4" Plastic pipe when wall drain is 4" or Plastic pipe _ less. For larger pipe see "Outlet Detail '. RETAINING WALL, FACE OF WALL OUTLET RETAINING WALL, GUTTER OUTLET WALL DRAIN DETAIL Return wall Js s Top of wail 8_1/2" T �a 8 -1/2 Approximate FL Sio I I Return wall Gutter FL --Return wall + 1% min . s (q1 Top of wall A W7 - i% min LOL� - - - -- Layout Line WALL DRAINAGE PLAN- OFFSET WALL PLAN - CONTINUOUS WAIL WHERE GUTTER NOT REQUIRED DRAIN THROUGH RETURN WALL SECTION A -A Sidewalk or PCC top slab c 3" 5" 6" Yp E 2' -0" •E 3_tJ2" "� E 0 2" 1' -O" 2' min S/% o #4018" s " - 6" spFC� � Rectangular 411018" Deformed metal pipe opening 6" #4 0.135" thick NOTE 3 -1/2" min - Gutter Area of opening to be not less than that of pipe from 4-J elevation wall gutter. Make opening transition in wall. Edge opening in curb face to 3/4" minimum radius. ,� � OUTLET DETAIL - SECTION B -B MODIFIED TYPICAL GUTTER DETAIL 4 5° max m WHERE LESS THAN 2' FROM THE PROPERTY UNE, REDUCE WITOM VADTH TO RT WITHIN A L---� 48" max L mits of special reinf Standard vertical reinf A A A Standard vertical reinf Standard vertical reinforcement plus additional vertical Standard vertical reirH above and bars corresponding in size and number to bars below opening (both faces) cut by the opening. Place half on each side. Extend the additional bars into the footing Q #6x(A-t-3' -O ") Total 2 (back face only) the same as other vertical wall reinforcement and to {Omit for "A" less than 12 a mtnimum of 60 bar diameters above the top `� of utility opening if wall height permits. 1' -0" I A� \ IS.r,d #e bars as required. #4 JT °tal 6 \ � � Horizontal reinf to be standard except as shown. GRATE DETAIL I '9x - All reinf to clear opening by 2" minimum. Sizes to fit standard hubs �spa�0° Expansion joints shall not be located within 2-8 the limits of special reinforcing. otal 4 go, Br detail 3 -2 J 2- jt8x(A•F4' -0 ") Total 4 (omit for "A" less than 12 ") RETAINING WALL UTILITY OPENING Max size of opening (A) = 48" to be used in conjunction with C -13 Revision B Approved Date RECOMMENDED BY THE SAN DIEGO Y er SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval l2 7 Add Metric T. Stanton 03/3 10 25 20 Delete Metric S.S. T. Shell 03/11 / REINF�C�P PONCRETE Ch it r o a son R.C.E. 19246 Date Reviewed TS T. Stanton 11/15 RETAINING WALL DETAILS No. 2 DRANNG C-14 NUMBER • 1 Revision B A roved Date RECOMMENDED BY THE SAN DIEGO Y Pp - REGIONAL SAN DIEGO STANDARDS COMMITTEE D EGO REGIONAL 0 AL TAN. AR K v 12 7 STANDARD D DRAWING ORIGINAL erche al�� Add Metric T. Stanton 03/03 _ 10 25 20 Delete Metric S.S. T. Shell 03/11 GENERAL NOTES AND DETAILS Chair 10rson R.C.E. 19248 Date Reviewed TS T. Stanton 11/15 FOR GRAVITY RETAINING WALLS DRAWING C_10 NUMBER S r_ Return wolf 3" x V -O" i Overflow scupper where shown � T' e14 `1 -zd 2 5 x 6' -0° on plans -,. Grate 3/4' min (See Grate Detail) 3" ------------------ � I --- _ - Transition 4" Plastic pipe when wall drain is 4" or Plastic pipe _ less. For larger pipe see "Outlet Detail '. RETAINING WALL, FACE OF WALL OUTLET RETAINING WALL, GUTTER OUTLET WALL DRAIN DETAIL Return wall Js s Top of wail 8_1/2" T �a 8 -1/2 Approximate FL Sio I I Return wall Gutter FL --Return wall + 1% min . s (q1 Top of wall A W7 - i% min LOL� - - - -- Layout Line WALL DRAINAGE PLAN- OFFSET WALL PLAN - CONTINUOUS WAIL WHERE GUTTER NOT REQUIRED DRAIN THROUGH RETURN WALL SECTION A -A Sidewalk or PCC top slab c 3" 5" 6" Yp E 2' -0" •E 3_tJ2" "� E 0 2" 1' -O" 2' min S/% o #4018" s " - 6" spFC� � Rectangular 411018" Deformed metal pipe opening 6" #4 0.135" thick NOTE 3 -1/2" min - Gutter Area of opening to be not less than that of pipe from 4-J elevation wall gutter. Make opening transition in wall. Edge opening in curb face to 3/4" minimum radius. ,� � OUTLET DETAIL - SECTION B -B MODIFIED TYPICAL GUTTER DETAIL 4 5° max m WHERE LESS THAN 2' FROM THE PROPERTY UNE, REDUCE WITOM VADTH TO RT WITHIN A L---� 48" max L mits of special reinf Standard vertical reinf A A A Standard vertical reinf Standard vertical reinforcement plus additional vertical Standard vertical reirH above and bars corresponding in size and number to bars below opening (both faces) cut by the opening. Place half on each side. Extend the additional bars into the footing Q #6x(A-t-3' -O ") Total 2 (back face only) the same as other vertical wall reinforcement and to {Omit for "A" less than 12 a mtnimum of 60 bar diameters above the top `� of utility opening if wall height permits. 1' -0" I A� \ IS.r,d #e bars as required. #4 JT °tal 6 \ � � Horizontal reinf to be standard except as shown. GRATE DETAIL I '9x - All reinf to clear opening by 2" minimum. Sizes to fit standard hubs �spa�0° Expansion joints shall not be located within 2-8 the limits of special reinforcing. otal 4 go, Br detail 3 -2 J 2- jt8x(A•F4' -0 ") Total 4 (omit for "A" less than 12 ") RETAINING WALL UTILITY OPENING Max size of opening (A) = 48" to be used in conjunction with C -13 Revision B Approved Date RECOMMENDED BY THE SAN DIEGO Y er SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval l2 7 Add Metric T. Stanton 03/3 10 25 20 Delete Metric S.S. T. Shell 03/11 / REINF�C�P PONCRETE Ch it r o a son R.C.E. 19246 Date Reviewed TS T. Stanton 11/15 RETAINING WALL DETAILS No. 2 DRANNG C-14 NUMBER • 1 4" I 1 L -� L� 2 (1' MIN} FRONT ELEVATION FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL 9" ROUNDED PIPE ENDS, I SEE D -61 I 7 1/2" D 7 1/2" FLOWLINE ELEVATION n SHOWN ON PLANS \ 2 0° SECTION, SINGLE & DOUBLE HEADWALLS D H SINGLE DOUBLE L PO DS C. Y. L / j\ 1- 12" 2' -8" 5' 35 0.60 8' 50 0.94 15" 2' -11" 6' 40 0.75 9' -6" 60 1.17 18" S -2" 7' 50 0.91 10' -6" 75 1.35 21" S -5" 7' -6" 60 1.02 11' -6" 90 1.52 24" S -8" 8' -6" 75 1.20 12' -6" 100 1.72 27" S -11" 9' -6" 85 1.39 14' 115 2.00 30" 4' -2" 10' 85 1.52 15' 126 2.21 33" 4' -5" 11' 100 1.73 16' 130 2.42 36" 4' -8" 12' 105 1.95 17' 145 2.65 39" 4' -11" 12' -6" 130 2.09 _ 18' 170 2.88 42" 5' -2" 13' -6" 140 2.34 19' 185 3,13 45" 5' -5" 14' -6" 150 2.60 20' 195 3.38 48" 5' -8" 15' 160 2.75 21' 200 3.64 51" 5' -11" 16' 180 3.03 22' -6" 225 4.02 54" 6' -2" 17' 190 3.31 23' -6" 240 4.30 NOTES 1. CONCRETE SHALL BE 560 -C -3250. 2. ALL REINFORCING SHALL BE #4 BARS. ALL VERTICAL AND HORIZONTAL TIE BARS 9 18" MAXIMUM SPACING. 3, EXPOSED CORNERS SHALL BE 3/4" CHAMFERED. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL Kercheval 12/75 Edited T. Stanton 02/09 Edited S.S. T. Regello 03/11 STRAIGHT HEADWALL - TYPE A Edited T.R. T. Regello 10/15 [CIRCULAR PIPE] Edited M.W M. Wideisk: 10/18 WATER MAIN TYPICAL BEND LEGEND ON PLANS U )MMENDED BY THE SAN DIEGO ONAL STANDARDS COMMITTEE J PO 25 20P8 erson R.C.E. 19246 Date zAWING D -30 IMBER DDITIONAL ---T � \ OCKS WHERE LEGEND ON PLANS 1. LONGITUDINAL SLOPE OF LINED DITCH SHALL BE 2% MINIMUM. ! , 2. USE A 6" THICKENED EDGE ON BOTH SIDES OF THE DRAINAGE DITCH DIRECTED / j\ 1- Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE PO 25 2018 ORIGINAL 6' Kercheval 2/75 Reviewed 63" TO 66" T. Stanton 04/06 �Y Edited 40 • a W ID TH 03/11 TEE PLAN Edited STREET /GROUND T. Regello SURFACE CL ,A.i D 00 Gt 4' -1" TO 5' e x o� w v1. Widelski � a NUMBER 6" MIN. ABOVE INVERT 3' TO 4' SLOPE FLOOR 12:1 8" TOWARDS OUTLET ELEV SHOWN ON PLANS - Z D2 e.. 0 z 5' -1 " TO 6' -O- ----. - ,r ----» - 30 D LAP (TYP) E -. J ! #4 0 6" GaJ SECTION A -A LEGEND ON PLANS CROSS l TEE ELEVATION t D • � C1 J D, x �. 4 mm (18 ) M N M M 50 I I U INTO NATIVE MATERIAL REDUCER CAP /PLUG USE SHORT LENGTH r END CAP cs i z d 12" 24" MIN 6" W 0 0 a- w o 0- cn o 12" 30" MIN z w m m z CUT SLOPE r- -CUT SLOPE N 3" 470 -C -2000 CONCRETE OR BOTTOM MAY BE ROUNDED 3" 2500 PSI AIR PLACED CONCRETE AT THE OPTION OF WITH 6 x 6 -W1.4 x W1.4 WWF THE CONTRACTOR TYPE A TYPE B BROW DITCH 0 z z z °I CL Co O � rs., cn a o J (n 2'MIN 5' MIN 6" z 1 2' MIN 3' MIN 6" m I m ' 15/0 cn Z� � N CUT OR FILL SLOPE CUT OR FILL SLOPE BOTTOM MAY BE ROUNDED AT - 3" 470 -C -2000 CONCRETE OR THE OPTION OF THE CONTRACTOR 3" 2500 PSI AIR PLACED CONCRETE WITH 6 x 6 -W1.4 x W1.4 WWF TYPE C TYPE D TERRACE DITCH NOTES ---T � \ PLACED DIAGONALLY A \- LEGEND ON PLANS 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. 1- Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE PO 25 2018 ORIGINAL 6' Kercheval 2/75 Reviewed 63" TO 66" T. Stanton 04/06 DRAINAGE DITCHES DRAINAGE V Edited S.S. T. Regello 03/11 _ Chair erson R.C.E. 19246 Date Edited T.R. T. Regello 10/15 DRAWING D�'7� / -5" FRAME AND COVER 00 SEE D -11A FOR STEP DETAILS 4' -1" TO 5' Edited M.W v1. Widelski 10/18 } OPTIONAL CONSTRUCTION JOINT NUMBER NOTES: 1) 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 R ESUL TANT DIREC T IO N OF TH RUS T 4 I CO NC RE T E SHALL BE PLACED CED SO THAT FITTINGS 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 3) ARE SCHEMATIC ONLY. i f F 2 OF 3 )!° DETAILS SHOWN ARE SCHEMATIC ONLYA REFER TO NOTES ON WT-01 FOR AD I D T I DNAL THRUST BLOCKS SEE WT--01 (3 OF 3 ) :g TA ANS 1►ATER AGENCIES S ND D CONCRETE THRUST AND ANCHOR 1° CONCRETE THRUST AND ANCHOR N C„OnM.M�I, TTn EE . rA,Pt.P,.RO ,.Y A.t L - � - ^1/.1,6./ . 0„0r 7 B LUCK I NSTALLAT I ONS �. BLOCK INSTALLATIONS WATER AGENCIES STANDARDS COMMITTEE APPROVAL: 11/16/2007 DRAWING NUMBER :W T --01 (2 OF 3 ) 2 - #4 BARS X #4 BARS �T\ ---T � \ PLACED DIAGONALLY A \- �- I L D2 > ! , UP TO 39" III€ #4 @ 8" BOTH WAYS -- 1- __,_..__. ._...._......_._..........,..._ BEND DOWN 42" TO 48" 15" (TYP) 4' PLAN A6 51" TO 60" 6' 4' 6' A7 63" TO 66" 7' 4' 7` RS 69" TO 78" 8' 4' 8' . 5' -1" TO 6' #4 0 8" BEND DOWN SEE M -3 FOR MANHOLE 15" (TYP) �- -5" FRAME AND COVER 00 SEE D -11A FOR STEP DETAILS 4' -1" TO 5' #4 ® 12" DIAGONAL BARS ROUNDED PIPE ENDS, 4 - #4 AROUND PIPE 2 - #4 BARS SEE D -61 } OPTIONAL CONSTRUCTION JOINT 7' -1" TO 8' 6" MIN. ABOVE INVERT 3' TO 4' SLOPE FLOOR 12:1 8" TOWARDS OUTLET ELEV SHOWN ON PLANS - Z D2 e.. 1 O" z 5' -1 " TO 6' -O- ----. - ,r ----» - 30 D LAP (TYP) E -. J ! #4 0 6" IT SECTION A -A LEGEND ON PLANS NOTES = _ 1. SEE D -11A AND D -118 FOR ADDITIONAL NOTES AND DETAILS. 4' -1" TO 5' 2. CONCRETE BASE SHALL BE 560 -C -3250. #4 0 12" 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. 6' -1" TO 7' 5. MAINTAIN 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 ". #5 0 8" 8. MODIFICATIONS TO "Y" DIMENSION IS REQUIRED IF PIPE (D2) EXCEEDS 39 ". 9. IF CONSTRUCTED ADJACENT TO SIDEWALK, TOP OF MANHOLE AND SLAB TO MATCH SIDEWALK SLOPE AND FINISH. Revision B By Approved RR Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE P0�25 201$ ORIGINAL Kercheval 12/75 i Edted _ T. Stanton 02/09 STORM DRAIN CLEANOUT - TYPE A Edited S.S. Regello 03/11 Chair erson R.C.E. 19246 Date Edited ..R. I:. Regello 10/15 DRAWING D -(} NUMBER U U M.W M. Widelski 10/18 Edited -_. I PIPE 1 \CI TC. �m t WITH SECTION 5.2 OF THE WATER AGENCIES STANDARDS DESIGN GUIDELINES (WADE) �'� C Q -, `. �'`"L li:i '{,_; .Ae FL F' "�,!' >= �I_I� -,� /..� -, li .i.,i _i _ _ ., .. _ s , . _, _ TYPE PIPE DIAMETER (D1} X Y (SEE NOTE 8} Z (Max} A4 UP TO 39" 4' 4' 6' A5 42" TO 48" 5' 4' 6' A6 51" TO 60" 6' 4' 6' A7 63" TO 66" 7' 4' 7` RS 69" TO 78" 8' 4' 8' BEARING r, !! AREA TYP T,r ICAO h ( GATE WELL (TYP) SEE DRAWINGS WV -01 & WV -02 ( EDGE OF TRENCH I TYPICAL TYPICAL I PLAN SECTION NTS NTS TEE WITH BUTTERFLY VALVES NOTES: 1 ) BEARING AREA ;'B" MUST BE EQUAL TO OR GREATER THAN THE AREA REQUIRE; FORA 30° ELBOW INSTALLATION 2) NS; FALL SAND BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISOLATE iT FROM CONCRETE r• r , i ' n C C TEES =.1 ) J INSTALLED T , 3 B a 1 N., !1L H R k INSTALLED" L�_ CROSSES 0. T�tiS REQUIRE A FLANGED DUCTILE IRON ,,F-Ot)L. � 8�.. :,I�TALLt`:, BETWEEN THE FITTING AND VALVE IN ACCORDANCE WITH SECTION 15 5 TI<' SPECIFICATIONS 0 �C.�o OF ,E . WATER AGENCIES STANDARDS CONCRETE THRUST AND ANCHOR COMMITTEE AI'PROVAI. 11/01/2002 : BLOCK INSTALLATIONS 1)I�Awirrc r\IJti {I�,;T-0 ( l E 3) T X - - - - -� 'T, SEE TABLE ON D -11B FOR HORIZONTAL ® A _ AND FLOOR REINFORCEMENT 7. VERTICAL REINFORCING #4 0 18" MAX (TYP) e 1 -1 /2" CLR (TYP 2" (TYP) �- TYPICAL BOX SECTION 10" 4" _ 14" APPROVED STEEL REINFORCED �.� POLYPROPYLENE STEP STEP DETAIL NOTES 1. CONCRETE SHALL BE 560 -C -3250 UNLESS OTHERWISE NOTED. 2. REINFORCING STEEL SHALL COMPLY WITH THIS DRAWING (D -11A AND D -11B) 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 ACI CODE. 5. MINIMUM SPLICE LENGTH FOR REINFORCING SHALL BE 30 DIAMETERS. 6. FLOOR SHALL HAVE A WOOD TROWEL FINISH AND, EXCEPT WHERE USED AS JUNCTION BOXES, SHALL HAVE A MINIMUM SLOPE OF 1:12 TOWARD 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 -118. 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. 11. ALTERNATE STEP MAY AN APPROVED STEEL REINFORCED POLYPROPYLENE STEP. 12. UPON APPROVAL OF THE AGENCY, THE USE OF PRECAST STORM STRUCTURES IS ACCEPTABLE AS AN ALTERNATE TO CAST -IN- PLACE. PRECAST UNITS SHALL CONFORM TO ASTM STANDARDS AND BE MANUFACTURED IN A PERMANENT FACILITY DESIGNED FOR THAT PURPOSE. Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 Edited T. Stanton 02/09 "01-,51201., Edited S.S T. Regello 03/11 INLETS AND CLEANOUTS _-_ e 9 Chai -erson R.C.E. 19246 .Dote Edited T.R: T. Regello 10/15 NOTES AND DETAILS DRAWING q T Edited M:W M. Wide ?ski 10/18 NUMBER D -1 I A -j BOTTOM OF CONCRETE BLOCK TRENCH TYP TYPICAL D w A DIMENSION "At, DIMENSION !!C„ AR OR CLEAR BELL FLANGE,SEE NOTE 3 SECTION "A" ELEVATION VALVE SUPPORT BLOCK Z17 Z C3 � rJ z zz ui m• :• � if PL AN VALVE SIZE DIMENSION "At! DIMENSION !!B!t 1 OOmm( 4 ") 600r1m (24") 300mm(12" ) 15Omm(6 ") MINIMUM (TYP 300n n(12" ) 200mm(8 ") 325rTm(13 ") E! 250mn(10 ") of 400r1fn(16" ) 300mm( 12 ") h ( GATE WELL (TYP) SEE DRAWINGS WV -01 & WV -02 ( EDGE OF TRENCH I TYPICAL TYPICAL I PLAN SECTION NTS NTS TEE WITH BUTTERFLY VALVES NOTES: 1 ) BEARING AREA ;'B" MUST BE EQUAL TO OR GREATER THAN THE AREA REQUIRE; FORA 30° ELBOW INSTALLATION 2) NS; FALL SAND BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISOLATE iT FROM CONCRETE r• r , i ' n C C TEES =.1 ) J INSTALLED T , 3 B a 1 N., !1L H R k INSTALLED" L�_ CROSSES 0. T�tiS REQUIRE A FLANGED DUCTILE IRON ,,F-Ot)L. � 8�.. :,I�TALLt`:, BETWEEN THE FITTING AND VALVE IN ACCORDANCE WITH SECTION 15 5 TI<' SPECIFICATIONS 0 �C.�o OF ,E . WATER AGENCIES STANDARDS CONCRETE THRUST AND ANCHOR COMMITTEE AI'PROVAI. 11/01/2002 : BLOCK INSTALLATIONS 1)I�Awirrc r\IJti {I�,;T-0 ( l E 3) T X - - - - -� 'T, SEE TABLE ON D -11B FOR HORIZONTAL ® A _ AND FLOOR REINFORCEMENT 7. VERTICAL REINFORCING #4 0 18" MAX (TYP) e 1 -1 /2" CLR (TYP 2" (TYP) �- TYPICAL BOX SECTION 10" 4" _ 14" APPROVED STEEL REINFORCED �.� POLYPROPYLENE STEP STEP DETAIL NOTES 1. CONCRETE SHALL BE 560 -C -3250 UNLESS OTHERWISE NOTED. 2. REINFORCING STEEL SHALL COMPLY WITH THIS DRAWING (D -11A AND D -11B) 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 ACI CODE. 5. MINIMUM SPLICE LENGTH FOR REINFORCING SHALL BE 30 DIAMETERS. 6. FLOOR SHALL HAVE A WOOD TROWEL FINISH AND, EXCEPT WHERE USED AS JUNCTION BOXES, SHALL HAVE A MINIMUM SLOPE OF 1:12 TOWARD 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 -118. 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. 11. ALTERNATE STEP MAY AN APPROVED STEEL REINFORCED POLYPROPYLENE STEP. 12. UPON APPROVAL OF THE AGENCY, THE USE OF PRECAST STORM STRUCTURES IS ACCEPTABLE AS AN ALTERNATE TO CAST -IN- PLACE. PRECAST UNITS SHALL CONFORM TO ASTM STANDARDS AND BE MANUFACTURED IN A PERMANENT FACILITY DESIGNED FOR THAT PURPOSE. Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 Edited T. Stanton 02/09 "01-,51201., Edited S.S T. Regello 03/11 INLETS AND CLEANOUTS _-_ e 9 Chai -erson R.C.E. 19246 .Dote Edited T.R: T. Regello 10/15 NOTES AND DETAILS DRAWING q T Edited M:W M. Wide ?ski 10/18 NUMBER D -1 I A -j BOTTOM OF CONCRETE BLOCK TRENCH TYP TYPICAL D w A DIMENSION "At, DIMENSION !!C„ AR OR CLEAR BELL FLANGE,SEE NOTE 3 SECTION "A" ELEVATION VALVE SUPPORT BLOCK Z17 Z C3 � rJ z zz ui m• :• � if PL AN VALVE SIZE DIMENSION "At! DIMENSION !!B!t 1 OOmm( 4 ") 300m( 12 !` } 300mm(12" ) 15Omm(6 ") 300mm(12 ") 300n n(12" ) 200mm(8 ") 325rTm(13 ") 350mm(14 ") 250mn(10 ") 350m( 14 ") 400r1fn(16" ) 300mm( 12 ") Z,75rfn(15 ") 450srtrl( 18" ) DIMENSION C = TRENCH WIDTH PLUS TWO TIMES THE PIPE DIAMETER BOX SECTION REINFORCEMENT (HORIZONTAL AND FLOOR) MAXIMUM SPAN X OR Y DEPTH V THICKNESS T HORIZONTAL AND FLOOR REINFORCEMENT SIZE AND SPACING 3' TO 4' 4' 6" #4 0 18" 4' -1" TO 7' #4 0 12" 7' -1" TO 8' #4 1� 8" 3' TO 4' 4' -1" TO 8' 6" #4 ® 18" 4' -1" TO 5' #4 0 12" 5' -1" TO 6' #4 ® 8" 6--1 TO 8' #4 ®6" 3' TO 4' 8' -1" TO 12' 6" #4 0 15" 4' -1" TO 5' 8" #4 0 12" . 5' -1" TO 6' #4 0 8" 6' -1" TO 8' #4 0 6" 3'TO4' 12' -1" TO 16' 8" #4012" 4' -1" TO 5' #4 ® 12" 5' -1" TO 6' #4 0 8" 6' -1" TO 7' #4 ® 6" 7' -1" TO 8' #5 0 8" 3' TO 4' 16'-1" TO 20' 8" #4 ® 12" 4' -1" TO 5' 1 O" #4 ® 12" 5' -1 " TO 6' #4 0 8" 6' -1" TO 7' #4 0 6" 7' -1" TO 8' #5 0 8" 3'TO4' 20' -1" TO 24' 8» #40 12" 4' -1" TO 5' 10" #4 0 12" 5' -1" TO 6' #4 0 8" 6' -1" TO 7' #4 0 6" 7' -1 " TO 8' 12" #5 0 8" Revision By Approved Date % RECOMMENDED BY THE SAN DIEGO BIDS W ca BIDS _{. SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL SFt` I I<T i d SED Kercheval 12.75 n fr `•. %� Reformatted PUBLIC WORKS T. Stanton 04/06 INLETS AND CLEANOUTS 101251-1018 � DRIVE TEST OF INTERSTATE HIGHWAY. 5 AT THE BRYAN D. SMITH DATE Edited SEE E NOTE 9 SEE. N; T E 9 Regello 03/11 Chair erson R.C.E. 19246 Date Edited JR.T. Regello 10/15 NOTES AND DETAILS DRAWING D^ ] B Edited DWARD J. Wllt#M Widelski 10/18 I NUMBER DETAIL `A' '`'.0 T E F : S , (18') TYP J I -'l % a 1 '! 1- 1(.,UKLt > JHU AHE. M I N I MUMJ UNL T AS-BUILT APPROVAL w ` . ,....:. ........... ...... ..........................._... ®r, .. I. ............................... % 0 :�, -- BIDS W ca BIDS _{. i 1,Ai ....._ MA , NT,`..ri NE'^r SFt` I I<T i d SED :� E iiuT :.1 RECOMMENDED: n fr `•. %� a PUBLIC WORKS (18') TYP J I -'l % a 1 '! 1- 1(.,UKLt > JHU AHE. M I N I MUMJ UNL T AS-BUILT APPROVAL w ` . ,....:. ........... ...... ..........................._... ®r, .. I. ............................... % ...�... �....... "I" BIDS REFER TO NOTE 2 BIDS DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST i 1,Ai ....._ }hx........... , ' DATE PLAT PREPARED UNDER SUPERVISION OF RECOMMENDED: n fr `•. %� a PUBLIC WORKS DATE: 7.$. lq � DRIVE TEST OF INTERSTATE HIGHWAY. 5 AT THE BRYAN D. SMITH DATE \ , SEE E NOTE 9 SEE. N; T E 9 i RN�i;) R.C.E. NO.: C 75822 JESS OWENS DWARD J. Wllt#M RECORD FROM: POINT NUMBER 1048 PER ROS 1841 fi I � FOR NOTES REGARDING THE INSTALLATION OF CITY ENGiN£E ELEVATION: 173.37fi DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR FIRE SERVICES SEE WF -05. SHEET 2 OF 2 I..F:,ENl-`, :)N PLANS BRYAN D. SMITH EXP.: 06--30 -2020 - " DAff I I w °:` -� I__ ^i�,.., .il_`,,.,::J•_'�'. Y).r`I . N _ NO } �G' ;i�r\ i'�C' °� -; „1� :�" ' ;�y -,1 - d DE'S .I 1C . ,. 3 ID VDA ,'r f: NO i E. 11 k ,,: _ .`. _� f;i I T'I-! K N O X r( N T u ' '` �CK S u s o - -, ^,i i{ irn... :J 1 T, ,. re+ Vi i"! { (.( S -F :.,,. _ . E. ,} ,._ ................... ............................... ...................... ........................... ............................... i ., :v -• 'R(• .. `,E N /: { t.,: G iEL FC __ :CITE .; o w f 1 v - i r. - a: j N T I E SLAB, NA , I i'!UFa1 , t�ii:'1f t , . ............._..._,.... NOTES. � ._ -- _................. _ I 1' X S., :y° I'/i C x }' {_is E-E I HI. K X i'J1.)t:f,i(i z�' r <I i! K I'-`S RE ;�I�i = 1),REFER TO SECTION 03000 OF SPECIFICATIONS _ - V THRUST RESTRAINT WH N VA V ARE OPERATED. 2) SUPPORT BLOCKS ARE NOT INTENDED TO PROVIDE RUS E VALVES E C7 E ED .- r _J X , ................_.._...__.. -.. - _._....._...._. .... _........_........ _._... - -- - - - - -- -------- ............._..... ............-_.._ ......_......_..._....._._..._. _._ �. IN LOCATIONS WHERE VALVES ARE NOT LOCATED ADJACENT TO PIPE FITTINGS OR ARE OTHERWISE -� :............................... :: . ..........................._._...._............. .............._................ ....... �E .. ..................................................... ............................... �x NOT PROVIDED WITH THRUST RESTRAINT, THRUST BLOCKS ARE REQUIRED INSTEAD OF SUPPORT -''L P {'1f BLOCKS, THE ENGINEER OF WORK SHALL DESIGN ANCHOR AND /OR THRUST BLOCKS IN ACCORDANCE -_. I PIPE 1 \CI TC. �m t WITH SECTION 5.2 OF THE WATER AGENCIES STANDARDS DESIGN GUIDELINES (WADE) �'� C Q -, `. �'`"L li:i '{,_; .Ae FL F' "�,!' >= �I_I� -,� /..� -, li .i.,i _i _ _ ., .. _ s , . _, _ - p �cn. (\ '_ u: !.:) < 7 rr- i:��':E !- V. V (- : .r . \ li . .' A .,.I s.. ..... .. t, R r... . . , U \• . I'.. 4 ..--\ t_ 4 .. ` -" 3) ALL VALVES REQUIRE SUPPORT BLOCKS. CONCRETE SHALL BE POURED AGAINST WETTED UNDISTURBED c( G- ;IR N ;' '': -- ---------- ..................._..._....__....._-_--- _-- ____- ....- ..- ....._.. -._.. _...._. ..._.._..._- SEE- N T`E 7 =sue C SOIL AND PLACED SO, THAT VALVES WILL BE ACCESSIBLE FOR REPAIRS OR REPLACEMENT 2 1 __- __._._ ... - .... .. .- ._.._....- ._. -... i (\ C y :.. ,l .,.,. "' .IO :ii< .,TF.I _: ....-_.._.__._.__.__... .._._..-------- _.._.._..._._..- .._..._.- ... - - -. _.-- _...... ._ l ft i. ; K t„ It 'R, - --` 1 ,^ C r: �. l� ; f' f Y '! � 0.1 -1.' ' E: n V1.1 It µ,_.,i...,. I..)(,Ir :..:: ,?;) L 41 FOR MINIMUM CONCRETE CURING TIME REFER TO SECTION O300Q OF SPECIFICATIONS a t I..\: ;;-.'1 ti ,.. r, S -. F r _, _ BEND, -r I I ,, ;.., ri, : -. ;i t ! ,.. , \•/ t2 t. .. :Ar.. 'r\ ..� i::." id(/ 1 2 fJrrm ,n (_..::.\ ;DR ;F.. i, E... F 1: E. IN w WATER AGENCIES STANDARDS is t} ( l � ,... .. ... .-..U: .: VY �. ti. ,i ",l \ ?L, i�: .... ... ... G.2 ..... ..........................__... ... . - - - - -- - - - - -- " - - -. - -- - - - -.. .t I 1i.E.. iY I,,E ._,. W",mL1 P T K5 SUPPORT C VALVE SU U BLOCKS COMMITTEE APPROVAL: 11/16/2007 q 0 ,MODIFIED 1 00m (4 WATER AGENCIES STANDARDS N DRAWING NUMBER WT -Q { =� ) AINU LARGER ' FIRE SERVICE INSTALLATION COMMITTEE APPROVAL' 0,9/ j 120, t �p z� DRAWING DUMBER: W F -05 BENCHMAmtx AS-BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING% U V *14* vim APPROVALS BIDS E.S. BIDS DESCRIPTION: 2.5" BRASS DISC IN NORTHEAST INT. DATE PLAT PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: CORNER OF CONCRETE .DROP INLET LOCATION: LOCATED AT THE NORTH. SIDE OF SANTA. FE PUBLIC WORKS DATE: 7.$. lq � DRIVE TEST OF INTERSTATE HIGHWAY. 5 AT THE BRYAN D. SMITH DATE PLANNING NORTHEAST RETURN. INTO SCRIPPS MEMORIAL HOSPITA RN�i;) R.C.E. NO.: C 75822 JESS OWENS DWARD J. Wllt#M RECORD FROM: POINT NUMBER 1048 PER ROS 1841 fi REVIEWER � CITY ENGiN£E ELEVATION: 173.37fi DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR mm BRYAN D. SMITH EXP.: 06--30 -2020 - 7/8 t DATE DAff NOTES 1. FRAME SHALL BE CAST IRON, CAST IRON SHALL CONFORM TO ASTM 48, CLASS 358. 2. WEIGHT:. FRAME 212 LBS. 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 A roved Date Y RR SAN DIEGO REGIONAL. STANDARD DRAWING Updated D. Gerschoffer 15 -Dec REVIEWED D. Gerschoffer 10/18 36" MANHOLE FRAME LIGHTWEIGHT - HEAVY DUTY n• a 4 a Q DETAIL OF AC PAVING ( /8• 5/8" -••� 10 /ZS %xola 19246 Date ,,:STRI(.. ti I, fiEEi;' FOR DETAILS REGARDING THE INSTALLATION 0 F -� FIRE SERVICES SEE WF -05. SHEET 1 OF 2 LEIGEIl1G r`t r, rt,,tiC 1 00m (4 } AND LARGER WATER AGENCIES' STANDARDS FIRE SERVICE INSTALLATION _ _.__._....._.._ (OPYI'11I1'I' F, APFRO4'At f" fit ' ;I NOTES nR.A.WINv ;�U MBBR: .....W ........ .F ...... M--03B Tr P\3,; i', .` CR ., : >'_ . 1 sir: .. _. .. - TL;•:_ I is D'J S '? iEC; � a '\ fr\:::•i T {F n:,' f Tire ,�� <, •,;1 i„ r .. , :'v. AI.I t RI : EE1'� .,H' ICI�v H, : .> Iii -ot 1 ... ;.,j I ON AEI AEI•,'.• s _ uS SHALL �,� AS G i Rlm: _., a THE r .._ I SUCH A I.i,f ; "LirR Tf -!,.T t.LLCI';`; f~- DEtrlE , -, .J;` si"I._ p n i f +^ v i, =_ 5.1 I B.Ll� . I: St "" t- '!`v a 3 ".f: -.1��i r� \�J (,.�•:i:,... "",',1PER CH, "iC !CIF- 1...., KESE ! -I, -' \: { H � J X 0C K „ - : . ,._ CEF ., I M_NT CiJr i \E.,- ,::IN `F[j(; ; >,i;aL[. BE µ5 (U I F;: i? KY � {[_ -R= rEF•,�,REr��. OF v; ��.: SF�: �•T I01` ., . B':,.-'-. , VALVE-, ._J \.l- I'I-:I' S :J:ti Bt. 1'',N :. ... �, 5•�'T. , F': :� .. ',';AEti_FNCTIJRES .,{;.?IIVfi`v'i;7TI�`.!S ,NL ...__ ill RF.., .-< 0r - .iii fE�(. _R A. %.E!,IC STANDARDS { .. 1 I`I J .ALL IF I (? : S? i'{ '. I +,.t_ :, SO i..I 4 .I. 'THE" !� -HE RELIL �.:'tP�!I�AC.' ,(',.1!; THE ..( ±;c3E `��,B _::, ,- ;rI " >Hvl? ;.'- .._ ;GO'r~'Tr: t 1 ? •) �� I` I Iafl,'`: Ai�IO Y:COmfr , �4 ..) ?,r`:AX : iu`�.i i I��S��'',LL AI�I r:.�:,, -_ FRE�`SURE. RECu..• "IS .,'a.LvE li \t _._. � 4F TC:_ RS? .,J BEND Wl:IF- J I' i`r!...•j :.. I I t, F''i'(E. :.J U Vii_ � .t L L!.i S . lI I }.., a I ., .., I i r kY _ N III'. ()i'% =.: lNiJi� -v (✓Y I t- €_. r;'•i.0 i;F!.- l ;•t, v9q v:.,, al, II ;�:,, ,fit r<., .:!_ .t.1 : �L1/ B Y ; H E C) I S Ti-, : C: � E f G) ,,`,L .. IE! !� ; INSTALL 11'_ A "1 LIµFu1 Ai(' _'Avi„ I F'_�U IR- EFr!Er! , S .,- -HE o'<t:a I E ';i. ti .''' .� ;D F-05 �t; .. ...!.LL i-::. .�. «. !• ;EL.'��._.� : l'I;!�TI�1( _., i�< :"�..'_, r..?I�A -� ? .:! <, 6y -HE F 1 .. .,...T'ART Iv, F N T " .L,R I •I; > ": ) ;A>`;:,�VE G-' J.IE API= U1:- �'`iA'CES ;:. __ BE ref ;IivlEED ,,.L'` I!:'E'`I ".. AS FOR BY ...,,il.. I { r; %'_ ill,( i C . �. LE ! U �. . E D, ! "��• �Ev FOR 'd > � T )i � � OF )COT:I`.E'.. , :41 \ {, T S TIT \ ,H ; ;4:.. B� IN W: ir. ;R ANCC W Vii: ri" IOr" ..: V' s L'G1A T LI; I ALS SHALL BE >_L_� E-D . 1( ?ri .1 {E* AF)P>;- ,dre- -} MtiTt-. {.. i5 _ . S T *�E ^ ti E^ 1 ,t.' ^ U . . . CT .., ' C) I`< , : , .-, : F F , ., , , 0 ,SFh;':EFIT 12 01 0 iT:i1: { L 4 ) ,;, `: I U .J . • ..... BE tvR `; . v . ,'' ...: %? L ... ND P n ' °rFE I Li Ff i rJ I T 1-! 0R �5" ,. 4 ^i" AL`i_ OR ";F:Y (:1THE.. 03'? T PLI � I'..•.'`JS Y) ) 1 !`r v� TA .L i_ .'-Y vi:J i i`: �: E ",I;, i Ji_:J if ri v.,!i•I � - -�, I:. - L WHEN _ [) I CJ I AN v _ B._ Y,LLI`a P- r• t r ^ , - R!4`i i):�. :;�; ?_.. OF ";- lsEr. ;I_. <, r,r,. THE r; ;sFF >'P)A x`' , i`0mm i2 4 3, I`I+ NNEC IOr <S v ANY Kii`I'. W'_LL BE PE R ": -E D; I .. .S A:;EA. '24", TO BE ..: Z'PU`'rED BY -off