Loading...
2016-13170 G (Plans)RIGHT -OF -WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ,ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE ,NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERALNOTES 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 "LIMITED GEOTECHNICAL INVESTIGATION CLASSROOM AND ARTS BUILDING SAN DIEGUITO HIGH SCHOOL ACADEMY ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED DATED MAY 12, 2015 PROJECT# G1587 -42 -03 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN'. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 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 NO. -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 NE1T 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RUSS THORNTON AT (858) 350 -0253, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTT2ACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION' CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9 A LL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA, THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OWNER'S STATEMENT FOR SWPPP PROJECTS IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE REQUIRED. THE OWNER /DEVELOPER SHALL EXECUTE THE STATEMENT BELOW. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS: FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN •NO. 13170 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. WDID #_2 37C379518 RISK LEVEL: LEVEL 2 DATE: °- Z°L-lS SIGNATURE Gam' ,00� ERIC R. DILL FOR SDUHSD IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 71,770 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 47,803 SF DECREASE IN IMPERVIOUS AREA: 23,967 SF IMPERVIOUS AREA REPLACED: 15,995 SF APPROXIMATE DISTURBED AREA: 123,843 SF EARTHWORK DATA CUT 10,350 CY FILL 6.650 CY* EXPORT 3,700 CY *FILL FACTOR = 10% MAXIMUM VERTICAL DEPTH OF FILL = 10' NOTE: THE GRADING QUANTITIES SHOWN'ABOVE ARE FOR BONDING PURPOSES ONLY AND DO NOT ACCOUNT FOR VARIATIONS DUE TO LOSS FROM CLEARING AND GRUBBING, STRIPPING, SHRINKAGE, SWELL, OR UNSUITABLE MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE -OFFS TO CONSTRUCT THE DESIGN AS INDICATED ON' THESE DRAWINGS AND IN CONFORMANCE WITH THE PROJECT'S GEOTECHNICAL REPORT. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 ST .MONUMENT STAMPED IS 3997" AT THE CANTER OF CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) \P9OJECTS \307\ 013 \PLANS \DSA \307- 013GP- CO"- TS.DWG (0'- 16 - '-8 11:05:45AM) Plotted by: Lizette Salazar AS -BUILT APPROVAL PUBLIC WORKS BRYAN D. SMITH DATE PLANNING REVIEWER CITY ENGINEER DATE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. OWNER SITE ADRESS SAN DIEGUITO UNION 800 SANTA FE DRIVE HIGH SCHOOL DISTRICT ENCINITAS, CA 92024 710 ENCINITAS BLVD ENCINITAS, CA 92024 (760) 753 -6491 LEGAL DESCRIPTION THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. APN: 258 - 280 -04 SOILS ENGINEER'S CERTIFICATE WE, ALI SADR A REGISTERED ENGINEERING GEOLOGIST AND RAUL R. GARCIA , A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR DIRECTION BETWEEN THE DATES OF APRIL 6. 2015 AND MAY 12. 2015 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. -- y, 4 . GEOCON INCORPORATED 6960 FLANDERS DRIVE SAN DIEGO, CA 92121 858 - 558 -6900 SIGNED: DATE: ALI SADR amt i C.E.G. No.: 1778 LICENSE EXPIRATION DATE: 08'0? - -ZOIq t. - SIGNED: /Gala z giGha�w_, DATE: 0 ;L/sale RAUL R. GARCIA + G.E. No.: 2842 LICENSE EXPIRATION DATE: 3 -31- 2018 STATEMENT OF ENGINEER OF WORK �v THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY T1 ENGINEER. FIRM: FUSCOE ENGINEERING, INC. oQROFESSrpNgC ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 ��� D • S F2 CITY, STATE: SAN DIEGO, CALIFORNIA 92122 TELEPHONE: (858) 554 -1500 w m x m WDID NO. 9 37C379518 BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND ..q� STORMWATER POLLUTION CONTROL FACILITIES SIGNATURE: 2 DATE: . FUSCOE RECORDED ON FCORVASLY VS ZfA8 ERIC R. DILL FOR S. DILL 114112.1--m IN01M!I■I N0 6390 Greenwich Drive, Suite 170, San Diego, Calitomia 92122 AS DOC. #• 201 S - 00 S% 69 if - tel 858.554.7500 ° fax 858.597.0335 ° www.fuuoe.com FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT _ l•23•I� SIG INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 1115,Ag R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06 -30 -2018 i 1 1 1 i 2 -5- -Ig SIGN SIG N N ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: � L4 JES E OVJENS CHRISTOPHER L. MAGD SKU v 16 2 �Z -Zo /FS DATE 4 DATE L CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE C. -01 ENCINITAS, CA 92024 TITLE SHEET PLANNING CASE NO: APN: 258 - 280 -04 SHEET 1 OF 10 kp ON 1 cr, C 75822 * EXP. 06 -30 -18 CIVIL I! Z r/ BY: DATE: I $ F pF CA RYAN D. SMITH R.C.E. NO.: 75822 REGISTRATION EXPIRATION DATE: JUNE 30, 2018 CIVIL SHEET INDEX C -01 TITLE SHEET C -01.1 KEY MAP & NOTES C -02 DEMOLITION PLAN C -03 SITE & PAVING PLAN C -04 GRADING PLAN C -05 GRADING DETAILS C -06 GRADING DETAILS C -07 SITE SECTIONS C -08 DRAINAGE & SITE DETAILS C -09 DRAINAGE & SITE DETAILS C -10 STORM DRAIN PLAN C -11 UTILITY PLAN C -12 REGIONAL STANDARD DETAILS C -13 REGIONAL STANDARD DETAILS C -14 REGIONAL STANDARD DETAILS C -15 EROSION CONTROL PLAN WDID NO. 9 37C379518 BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND ..q� STORMWATER POLLUTION CONTROL FACILITIES SIGNATURE: 2 DATE: . FUSCOE RECORDED ON FCORVASLY VS ZfA8 ERIC R. DILL FOR S. DILL 114112.1--m IN01M!I■I N0 6390 Greenwich Drive, Suite 170, San Diego, Calitomia 92122 AS DOC. #• 201 S - 00 S% 69 if - tel 858.554.7500 ° fax 858.597.0335 ° www.fuuoe.com FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT _ l•23•I� SIG INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 1115,Ag R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06 -30 -2018 i 1 1 1 i 2 -5- -Ig SIGN SIG N N ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: � L4 JES E OVJENS CHRISTOPHER L. MAGD SKU v 16 2 �Z -Zo /FS DATE 4 DATE L CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE C. -01 ENCINITAS, CA 92024 TITLE SHEET PLANNING CASE NO: APN: 258 - 280 -04 SHEET 1 OF 10 kp ON 1 GENERAL NOTES 1. IMPORTANT NOTICE: SECTION 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT, - :. TOLL FREE 1- 800 - 422 -4133, TWO DAYS BEFORE YOU DIG. _„ I.- - ,. ._.....,...iJ89 9.58W4342.2 i 2. CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING THE PROJECT GRADING AND /OR "" - - L 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. 11 Ti[f 3. "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR REPLACEMENT OF SUCH PUBLIC IMPROVEMENTS Ij IS REQUIRED, THE OWNER SHALL OBTAIN THE REQUIRED PERMITS FOR WORK IN THE PUBLIC RIGHT -OF -WAY, SATISFACTORY TO THE PERMIT- ISSUING AUTHORITY. r ; I; l (i I 4. ALL EXISTING AND /OR PROPOSED PUBLIC UTILITY SYSTEM AND SERVICE FACILITIES SHALL BE INSTALLED UNDERGROUND IN I fl ACCORDANCE WITH SECTION 144.0240 OF THE MUNICIPAL CODE.i _ 5. THE AREA WHICH IS DEFINED AS A NON GRADING AREA AND WHICH IS NOT TO BE DISTURBED SHALL BE STAKED PRIOR TO START OF THE WORK. THE PERMIT APPLICANT AND ALL OF THEIR REPRESENTATIVES OR CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS FOR PROTECTION OF THIS AREA AS REQUIRED BY ANY APPLICABLE AGENCY. A �3 ENGINEER'S NOTICE TO CONTRACTOR T i - -° I., 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY g 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 I' ( _ f7s�s ` _ _- - _ AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE ] i -° 171 w ) I? ; v \ n 0 O m 2 VICINITY MAP N.T.S. WE Ir z m SANTA FE DR. N vO vm \ \NGV e SITE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. = " �I it _ ' "` ± ° ] " '`" WORK TO BE DONE j ; a _, FILLS, REMEDIAL 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING I' -- ~..._,! - :! h s , I,, ? I I THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND i r . W_, 11, I THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE r =I FACILITIES, AND PLANTING OF PERMANENT _ CONTROL FACT GRADING, DRAINAGE FACILITIES, EROSION CONT ' N {` I T ,` - APING AND PREPARATION OF AS -BUILT GRADING PLANS, AS -BUILT GEOLOGIC MAPS AND LANDSC REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE - �., - -- „ s� REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, mi c _ I F 3 CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, w SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING I i °t y' - W = THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. t `= CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE lie - z ' 1. CITY OF ENCINITAS MUNICIPAL CODE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF t ` ' ' ^ " _ I' i 'I I I g 2. CITY OF ENCINITAS ENGINEERING DESIGN MANUAL ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). I L? a ( -` " I \ * '� 3. THIS SET OF PLANS 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND /OR FIELD SURVEY DATA, AND ] "`" "'._j ;'PROJECT T, ' "a j t} 4. 2013 CALIFORNIA BUILDING CODE DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL I' II; i 'i ``F' " z I 5. 2012 UNIFORM BUILDING CODE REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN 1 -- _ Y r - -. 1 . I, E - =1 { _ 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) THE PLANS AND /OR AN INCREASE IN COSTS.) TO THE OWNER AND TO THE ENGINEER OF RECORD, AND SHALL NOT = -T I'r `' = - -: --- I 1 - `i 7. SOILS REPORTS) AND RECOMMENDATIONS BY PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER REPRESENTATIVE..:::.. 8. •SDRSD AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS MANUAL 4 9. COUNTY OF SAN DIEGO HYDROLOGY MANUAL 5. QUANTITY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION, AND SHOULD BE I G` 'I I` 10. COUNTY OF SAN DIEGO DRAINAGE DESIGN MANUAL CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. I ! ;I o. BE RE J( `� l i y I I i i F s 9E REtitovEO$, _ 11. STORM WATER POLLUTION PREVENTION PLAN (SWPPP FOR SAN DIEGUITO ACADEMY ENGLISH AND 1 ] _ ° °` °' ` " "° �z urr oR s J - I I ARTS CLASSROOM BUILDING) PREPARED BY FUSCOE ENGINEERING DATED DECEMBER 2017 WDID 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND PRESERVATION OF ALL SURVEY , ^a1 REIAWAL a ; 1Y, NO. 9 370379518 MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER T= Ig t+:' Y a Q ;l j" 3' I� 12. STORM WATER QUALITY MANAGEMENT PLAN (SWAMP FOR SAN DIEGUITO ACADEMY ENGLISH AND ARTS OR LICENSED LAND SURVEYOR AT THE DIRECTION OF THE GOVERNING AGENCY. CLASSROOM BUILDING) TI ENGINEERING 13. CALIFORNIA CALIFO NIIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES (IF :_ --= _ --II- •_ APPLICABLE). .54 CONSTRUCTION SITE BMP MANUAL TOiRLY LEGEND SAN DIEGO REGIONAL STD DWG (SDRSD) 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY W ?IyE nzEES - - s 2z CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY -t t* , f - - W, pT s 23 DESCRIPTION DW G. NO. SYMBOL QUANTI' CONFLICTS PRIOR TO CONSTRUCTION.' PROPERTY LINE . �Q - RIGHT OF WAY . . . . . . . . . . . . . . . . . . . . . . 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 Z� EASEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SET OF PLANS. LEGEND 3 PROPOSED CONTOURS. 73 EXISTING CONTOURS . . . . . . . . . . . . . . . . . . . . . . 10. ALL STORM DRAIN CATCH BASINS AND CURB INLETS SHALL HAVE STENCILING OR MARKINGS WITH PROHIBITIVE LANGUAGE SHEET LAYOUTS KEY MAP PER THE APPROVED SWMP FOR THE PROJECT. SAN DIEGUITO WATER DISTRICT NOTES: FLOW DIRECTION AND SLOPE . . . . . . . . . . . . . 2.0% EASEMENT ® 1' =100' ELEVATION 29.00 FS SPECIAL NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF EXISTING ELEVATION . (29.00 FSl THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). EXISTING EASEMENT NOTES SLOPE.. :7� THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY DAYLIGHT LINE . -L O1 AN EASEMENT GRANTED TO THEY COUNTY OF SAN DIEGO FOR PUBLIC 1. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE RE WITHIN THE LIMITS OF THIS PROJECT PER STRUCTURAL PLANS CARRY OUT CONSTRUCTION OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE STREET PURPOSES, RECORDED JUNE 3, 1948 AS INSTRUMENT NO. 55266 . IN BOOK 2826, PAGE 313, O.R. PROPOSED RETAINING WALL . WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THE ENGINEER BE REQUIRED TO SUPERVISE CONDUCT DETAIL 2, SHT S -21.6 (U.O.N.) OF THE WORK OF THE CONSTRUCTION PROCEDURES AND SAFELY PROCEDURES FOLLOWED BY THE CONTRACTOR A 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED 2 AN EASEMENT GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY FOR SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED O PROPOSED SEAT WALL . ENGINEER'S EMPLOYEES. WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS PUBLIC UTILITIES, INGRESS, EGRESS, RECORDED JANUARY 2, 1959, AS 11 UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT INSTRUMENT N0. 3061 IN BOOK 7432, PAGE 356, O.R. EXISTING RETAINING WALL . UNMRM ONES mifl . EXISTING STORM DRAIN 2. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER 30 AN EASEMENT GRANTED TO THE CITY OF ENCINITAS, FOR DRAINAGE AND __. ____� - _..._ RECORD OR NOT SHOWN ON THESE PLANS: 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY PEDESTRIAN ACCESS, RECORDED JUNE 5, 2007 AS INSTRUMENT NO. EXISTING SEWER . . . . . . . 3. ALL WALLS, SLABS, ASPHALT PAVING AND OTHER IMPROVEMENTS SHOWN AS TO BE REMOVED OR DEMOLISHED WITHIN THE (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER 07- 380514, O.R. EXISTING WATER . . . . . . ,- LIMIT OF CONSTRUCTION WILL BE REMOVED AND DISPOSED OF AT AN APPROVED SITE. FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ® AN EASEMENT GRANTED TO THE CITY OF ENCINITAS FOR PUBLIC STREET EXISTING FIRE SERVICE . . . . . . . . . . . . . . . . . . . . . . . . . 4. THE CONTRACTOR WILL MAKE EXPLORATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF RIGHT -OF -WAY DEDICATION, RECORDED APRIL 3, 2015, AS INSTRUMENT EXISTING ELECTRICAL, (OVERHEAD). . . . CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. NO. 2015 - 0191302, O.R. -- c -- E_.0 -11....._. STORM DRAIN . SDRSD D-60. . . . . . . . FACILITIES. _ - - - 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC SOURCE OF TOPOGRAPHY SANITARY SEWER . . . . . . . . . . . SDRSD SP -02 . . . . . . 5. WHERE NEW UNDERGROUND CONNECTS TO EXISTING WORK IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VAULTS. THE TOPOGRAPHY SHOWN HEREON WAS PREPARED BY PHOTO GEODETIC WATER . ................ SDRSD WP -02 w ss EE NEW THE LOCATIONS AND ELEVATION OF EXISTING WORK PRIOR TO EXCAVATION FOR NEW WORK AND TO CONNECT 7, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST FIRE WATER . THE NEW WORK THERETO. ALL POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE FIELD ENGINEERS ATTENTION IN ADVANCE CORPORATION AERIAL MAPPING PROFESSIONALS DATED MARCH 1, 2013 SDRSD WP -02 Fla TO PREVENT DELAYS IN CONSTRUCTION SCHEDULE. BE IN FRONT OF THE PARCEL THEY ARE SERVING. 36 "X36" 1 EA BASIS OF BEARINGS PRECAST CATCH BASIN. DETAIL N SHEET C -09 24 "X24" 8 EA 6. THE LOCATIONS OF ANY UNDERGROUND STRUCTURES AS SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION 12 "X12" 4 EA RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS 83, ZONE 6 (EPOCH STORM DRAIN CLEANOUT -TYPE A4. SDRSD D -09 PRECAUTIONARY MEASURES TO PROTECT ALL UNDER- GROUND OR OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 1991.35) GRID BEARING BETWEEN THE CITY OF ENCINITAS CONTROL POINTS 1 EA THESE DRAWINGS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC "ENC -30" AND "ENC -32 ", AS SHOWN ON RECORD OF SURVEY 18416 STORM DRAIN CLEANOUT -TYPE B6 .SDRSD D -10. ........ . 11 1 EA . . 0 NOTIFICATIONS PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. I.E. N 85'04'34" W STORM DRAIN CATCH BASIN TYPE .I SDRSD D -29 1 EA 1 THE EXISTENCE AND L AREA DRAIN. . . . DETAIL H SHEET C -08 • NDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY - SD -O 20 EA A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON ABBREVIATIONS STORM DRAIN BLDG POINT OF CONNECTION THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING ADA - AMERICANS WITH DISABILITIES ACT PVC - POLYVINYL CHLORIDE . . . . . . . . . . . . . . . . . -SD SD 16 EA UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING BC - BEGINNING OF CURVE RCP - REINFORCED CONCRETE TS - TOP /TOE OF SLOPE PIPE STORM DRAIN CLEANOUT. . . . SDRSD SC -01 -SID --0 20 EA OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND BS - BOTTOM OF STAIRS RIM TW -TOP OF WALL - RIM OF STRUCTURE ELEVATION U.O.N. - SANITARY SEWER CLEANOUT NOTIFICATION OF COMMENCEMENT OF WORK: CB - CATCH BASIN R/W - RIGHT UNLESS OTHERWISE NOTED . . . . SDRSD SC -01 -Ss E) 15 EA A. SEWERS - CSD - (760)- 633 -2770 CY - CUBIC YARDS SD -OF -WAY - STORM DRAIN WAS - WATER AGENCY STDS WS FIRE HYDRANT . . . . . . . . . . . . . SDRSD WF -01 " ' ►N 2 EA B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER SAN DIEGUITO d4 EC - END OF CURVE SDCO - WATER SERVICE - STORM DRAIN CLEAN OUT LIGHT POLE . . . . . . . . . . PER ELECTRICAL PLANS - WATER DISTRICT -1- 800 -227 -2600 EX - EXISTING SDRSD - SAN DIEGO REGIONAL STD DWG D. TELEPHONE - SBC BELL - 760 -489 -3411 ( ) oQROFESSYOV D . �Q S F� �i FF - FINISH FLOOR ELEVATION SF - SQUARE FEET CONCRETE PAVING PER SHEET C -03 O E. CABLE N -COX COMMUNICATIONS - (760)- 806 -9809 X -2233 �P FG - FINISHED GRADE SS - SANITARY SEWER w m = R FH - FIRE HYDRANT SSCO - SANITARY SEWER CLEAN OUT PERMEABLE PAVERS . . . .. . . . . . PER SHEET C -03 . . ��- 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. FL - FLOW LINE TB - TOP OF BERM ." . BIORETENTION BASIN SHEET C PHONE: (760)- 633 -2770. * � XP. 06 -30 -1 . 6-30 Sj P FS GB - FINISHED SURFACE TC -TOP OF CURB a9;r (� ���1�� .PER -04. 9T � -GRADE BREAK INVERT TF - TOP OF FOOTING ` TRUNCATED DOMES . . . . MODIFIED SDRSD G -30 . 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED F Fo oFI CAS O ORF - ELEVATION TG - TOP OF GRATE � _ N i 1 t N N : WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL - ORFICE TOB -TOP OF BASIN c 7 S 6390 Greenwich Drive, Suite 770, San Diego, California 92122 g HEADWALL & RIP RAP. . . . . . . . . SDRSD D -34 & D -40 . �s� 2 EA tel 858.554.1500 " fox 858.597.0335 " w .fuscoe.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHE a ED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY BEING A STANDARD M -10 ST MONUMENT PUBLIC WORKS DATE: 13170 - G STAMPED ' LS 3997" AT THE CENTER OF BRYAN D. SMITH DATE _iIW6 ENGLISH & ARTS CLASSROOM BUILDING CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 PLANNING REVIEWER R.C.E. NO.: C 75822 - DES 0 ENS $ CHRISTOPHE L. MAGDOSKU 800 SANTA FE DRIVE ENCINITAS, CA 92024 C -01,1 ELEV = 388.479' (NAVD 88) CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2018 DATE 2-12 ^Z618 KEY MAP & NOTES DATE PLANNING CASE NO: 14 -050 CDIP APN: 258 - 280 -04 SHEET 2 OF 16 \ \FUSCOE.CORP \SD \PANZURA \PROJECTS\ 307\ 013 \PLANS \DSA \307- 013GP- C01.1- KM.DWG (01 -29 -18 9:14:17AM) Plotted by: jesus garcio tr 1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 ST MONUMENT STAMPED "LS 3997" AT THE CENTER OF CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) \ \FUSCOE.CORP \SD \PANZURA \PROJECTS\ 307\ 013 \PLANS \DSA \307- 013GP— CO2— DP.DWG (01 -29 -18 9:14:33AM) Plotted by: jesus garcia AS -BUILT APPROVAL PUBLIC WORKS BRYAN D. SMITH DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11AN R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06 -30 -2018 ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: JE5113E 0 ENS CHRPHER MAG OSKU` %�C� Z 2 - /Z -2.01r DATE DATE DEMOLITION LEGEND SYMBOL DESCRIPTION FH FIRE HYDRANT — - - INDICATES RIGHT OF WAY HC ADA PEDESTRIAN RAMP - - - - - - - INDICATES EASEMENT HH HAND HOLE II LIMITS OF DEMOLITION MH MANHOLE — — — — — INDICATES SAWCUT LINE PA PLANTED AREA �J LLLLi 1 I I l I EXISTING BUILDING ROOF OUTLINE SDCO STORM DRAIN CLEANOUT - - EXISTING BUILDING WALL SDMH STORM DRAIN MANHOLE E -OH EXISTING RETAINING WALL SCO SEWER CLEANOUT -- x -- x — EXISTING FENCE (CHAIN LINK) SL STREET LIGHT EHH INDICATES IMPROVEMENT DEMOLITION TSCB TRAFFIC SIGNAL CONTROL BOX EM EXISTING ASPHALT PAVEMENT TO BE REMOVED TRAFFIC SIGNAL HAND HOLE EV EXISTING CONCRETE TO BE REMOVED TW TREE WELL ET EXISTING SIGN (PROTECT IN PLACE) WM WATER METER BOX 0 - - -- EXISTING TRAFFIC LIGHT (PROTECT IN PLACE) EXISTING POWER POLE (PROTECT IN PLACE) CJQ EXISTING FIRE HYDRANT (PROTECT IN PLACE, U.O.N.) e" EXISTING BOLLARDS 0 EXISTING SEWER /STORM DRAIN CLEANOUT W Day EXISTING GAS RISER DEMOLITION NOTES: 0 DEMOLISH AND REMOVE EXISTING BUILDING AND FOUNDATION 0 DEMOLISH AND REMOVE EXISTING RETAINING /SCREEN WALL AND FOUNDATION ❑ 3 DEMOLISH AND REMOVE EXISTING CONCRETE PAVEMENT AND BASE ® DEMOLISH AND REMOVE EXISTING AC PAVING Q DEMOLISH AND REMOVE EXISTING FENCE © DEMOLISH AND REMOVE EXISTING STAIRS /RAILING Q DEMOLISH AND REMOVE EXISTING CONCRETE DITCH ® DEMOLISH AND REMOVE EXISTING PLANTER /LANDSCAPING /TREES 09 REMOVE EXISTING GATE. REPLACE FENCING TO MATCH EXISTING 10 DEMOLISH AND REMOVE EXISTING UTILITY, LIMITS OF REMOVAL PER SHEET C -11 11 DEMOLISH AND REMOVE TEMPORARY BUILDINGS. APPROXIMATE OUTLINE SHOWN 12 EXISTING TREE TO REMAIN. PROTECT IN PLACE Fl-31 EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE 14 RE- LOCATE EXISTING FIRE HYDRANT, PER SHEET C -11 15 EXISTING SEWER TO REMAIN 16 EXISTING STORM DRAIN TO REMAIN 17 EXISTING WATER TO REMAIN 18 EXISTING FIRE LINE TO REMAIN 19 CUT AND CAP EXISTING SEWER /WATER /FIRE 20 EXISTING BACKFLOW PREVENTERS TO REMAIN. PROTECT IN PLACE 21 EXISTING POWER POLE TO REMAIN 22 ELECTRICAL /COMM. UTILITIES TO BE REMOVED OR RELOCATED PER ELECTRICAL PLAN 23 ELECTRICAL /COMMUNICATION UTILITIES TO REMAIN PER ELECTRICAL PLAN 24 REMOVE AC TO FENCE LINE 25 CONTRACTOR TO VERIFY LOCATION OF STORM DRAIN 26 EXISTING AC BERM TO REMAIN 27 EXISTING RETAINING WALL TO REMAIN PROTECT IN PLACE 28 REMOVE EXISTING STORM DRAIN JUNCTION STRUCTURE AND GRATE COVER. CONTRACTOR TO VERIFY EXTENTS OF EXISTING 6" PVC STORM DRAIN. PROTECT IN PLACE OR REMOVE AS NECESSARY. 29 TRENCH AND RESURFACE PER SDRSD G -24 ON SHEET C -12 EXISTING EASEMENTS 0 AN EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY, FOR PUBLIC UTILITIES, INGRESS, EGRESS, RECORDED JANUARY 2, 1959, AS INSTRUMENT NO. 3061 IN BOOK 7432, PAGE 356, O.R. 0 AN EASEMENT GRANTED TO THE CITY OF ENCINITAS, FOR DRAINAGE AND PEDESTRIAN ACCESS RECORDED JUNE 5, 2007, AS INSTRUMENT NO. 2007 - 0380514, O.R. ® AN EASEMENT GRANTED TO THE CITY OF ENCINITAS FOR PUBLIC STREET RIGHT -OF -WAY DEDICATION, RECORDED APRIL 3, 2015, AS INSTRUMENT NO. 2015 - 0191302, O.R. ABREVIATIONS AD AREA DRAIN FH FIRE HYDRANT ASPH ASPHALT PAVING HC ADA PEDESTRIAN RAMP BLDG BUILDING HH HAND HOLE C &G CURB & GUTTER MH MANHOLE CLF CHAIN LINK FENCE PA PLANTED AREA CAN CABLE TELEVISION RISER SDCO STORM DRAIN CLEANOUT DWY DRIVEWAY SDMH STORM DRAIN MANHOLE E -OH ELECTRICAL OVERHEAD SCO SEWER CLEANOUT EB ELECTRICAL BOX SL STREET LIGHT EHH ELECTRICAL HAND HOLE TSCB TRAFFIC SIGNAL CONTROL BOX EM ELECTRIC METER TSHH TRAFFIC SIGNAL HAND HOLE EV ELECTRIC VAULT TW TREE WELL ET ELECTRIC TRANSFORMER WM WATER METER BOX 0' 40'. FLi 7�E 20' 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 o fax 858.597.0335 ° www.fuscoe.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: SAN DIEGUITO ACADEMY ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE ENCINITAS, CA 92024 DEMOLITION PLAN PLANNING CASE NO: 14 -050 CDP APN: DRAWING NO. 13170 - G C -02 SHEET 3 OF 16 F� v3 EXISTING LASSR -00 BUILDING Jf-\IV I m rC UKIVC - _.. _ __ CL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 ST MONUMENT STAMPED IS 3997" AT THE CENTER OF CUL —DE —SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) \ \FUSCOE.CORP \SD \PANZURA \PROJECTS \307 \013 \PLANS \DSA \307- 013GP— CO3— SP.DWG (01 -29 -18 9:14:52AM) Plotted by: jesus garcia BRYAN D. SMITH CITY ENGINEER EX GATE AS -BUILT APPROVAL I I I ; I; I I I � tlrf ,I ,o I� BY: ENGINEERING DIVISION APPROVALS PEDESTRIAN PERMEABLE PAVERS PER -- l CS jLu I 1 i t' L, PUBLIC WORKS NO. 3 BARS AT 24" O.C.E.D. ali I' IC II �1 I nun LEGEND PAVING TYPE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS PEDESTRIAN PERMEABLE PAVERS PER -- BDS GRIND AND OVERLAY PER INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: �1_/Qi - R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06 -30 -2018 RECOMMENDED: APPROVED: _ dE E 0 NS CHRISTOPHER L. MAGDOSKU g Z -/2 2D /iS DATE DATE PUBLIC WORKS NO. 3 BARS AT 24" O.C.E.D. DATE PLANNING REVIEWER DATE INSPECTOR I nun LEGEND PAVING TYPE SYMBOL VEHICULAR PERMEABLE PAVERS PER . DETAIL 'A' ON SHEET C -08 - PEDESTRIAN PERMEABLE PAVERS PER -- DETAIL 'B' ON SHEET C -08 GRIND AND OVERLAY PER DETAIL 'F' ON SHEET C -08 7" P.C.C. WITH 6" CLASS 2 BASE CONCRETE TO BE REINFORCED WITH NO. 3 BARS AT 24" O.C.E.D. O1 THICKENED EDGE PER DETAIL 'G' ON SHEET C -08 O2 LIMITS OF EMERGENCY ACCESS VEHICLE TURNAROUND HAMMERHEAD FOR REFERENCE O3 DECORATIVE PEDESTRIAN PCC PAVEMENT DETAILS PER LANDSCAPE ARCHITECT PLANS Llmh'j 20' 0' 10' 20' 40' SCALE: 1" = 20' QRoFESS /o /V wm =m C 75822 PURGE * EXP. 06 -30 -18 T9T Fz __ .. = I N 0 1 N I I! I N 0 OF CAS Zr_ .. F �Fo 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 ^ fax 858.597.0335 - www.fuscoe.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE ENCINITAS, CA 92024 C -03 SITE &PAVING PLAN PLANNING CASE NO: 14 -050 CD APN: 258- 280 -04 SHEET 4 OF 16 f 'I CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK„ I AS -BUILT APPROVAL 1 DESIGNED BY: DRAWCN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS HIN CITY OF ENCINITAS BENCHMARK "tNC -30" BEING A STANDARD M -10 ST MONUMENT STAMPED "LS 3997" AT THE CENTER OF CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) \ \FUSCOE.CORP \SD \PANZURA \PROJECTS\ 307 \013 \PLANS \DSA \307- 013GP— C04— GP.DWG (01 -29 -18 9:15:30AM) Plotted by: jesus garcia BRYAN D. SMITH DATE CITY ENGINEER DATE INT. DATE PLANS PREPARED UNDER SUPERVI OF PUBLIC WORKS DATE: I SIO 9 PLANNING R.C.E. NO.: C 75822 REVIEWER INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2018 RECOMMENDED: APPROVED: JES 0 ENS CHRISTOPHER MAGDOSK '' fiev 18 2712 —Zci45_` DATE J I DATE CONSTRUCTION NOTES: O1 THICKENED EDGE PER DETAIL 'G' ON SHEET C -08 O2 6" CURB PER SDRSD G -1 MODIFIED ON SHEET C -12 & DETAIL 'E' ON SHEET C -08 0 BIOFILTRATION PLANTER PER DETAIL 'P' ON SHEET C -09 ® PCC PAVEMENT PER SHEET C -03 O STEPS, HANDRAILS AND CHEEK WALLS PER LANDSCAPE ARCHITECT PLANS © RETAINING WALL WITH GUARDRAILS PER STRUCTURAL PLANS O7 SEAT WALL PER LANDSCAPE PLANS ® PERMEABLE PAVERS SEE SHEET C -03 O9 EXISTING RETAINING WALL TO REMAIN 10 MATCH EXISTING WALL 11 BIOFILTRATION BASIN PER DETAIL 'Q' ON SHEET C -09 12 PLANTER PER LANDSCAPE PLANS 13 CATCH BASIN / AREA DRAIN PER STORM DRAIN PLAN SHEET C -10 14 UTILITY PER SHEET C -11 15 TRASH ENCLOSURE WITH IMPERVIOUS, NON- COMBUSTIBLE ROOF PER LANDSCAPE ARCHITECT PLANS. 16 EXISTING UTILITY BOXES TO BE ADJUSTED TO GRADE 17 PROPOSED RAMP PER LANDSCAPE ARCHITECT PLANS WITH TRUNCATED DOMES PER MODIFIED SDRSD G -30 18 4" CURB MODIFIED PER DETAIL 'E' ON SHEET C -08 19 6" CURB ADJACENT TO PAVERS PER DETAIL "A" ON SHEET C -08. ADD 12" CONCRETE BAND WHERE ADJACENT TO PARALLEL PARKING 20 6' MAX RETAINING WALL PER STRUCTURAL PLAN DETAIL 'C' ON SHEET S21.6 WITH HAND RAILS PER LANDSCAPE ARCHITECT PLANS 21 CONCRETE FLUME SPILLWAY PER DETAIL 'T' ON SHEET C -09 22 STORM DRAIN CLEANOUTS PER SDRSD SC -01. SEE STORM DRAIN PLAN SHEET C -10 23 WALL OPENING FOR UTILITY PER STRUCTURAL PLANS 24 BUILDING DEEPENED FOOTING PER DETAIL "R" ON SHEET C -09 AND STRUCTURAL DRAWINGS 25 PLANTER WITH 0" CURB PER DETAIL "B" ON SHEET C -08 26 EXISTING AC TO BE REMOVED 27 RIP -RAP ENERGY DISSIPATOR NO. 2 BACKING PER SDRSD D -40 BMP TABLE DIMENSIONS (FT) TOTAL AREA (SF) BMP 1 -18 X 60 1077 BMP2 4.5X51 230 BMP 3 4.5 X 93 420 BMP 4 13.5 X 39.7 536 H 20' 0' 10' 20' 40' SCALE: 1 " = 20' F SC%j I R 6 IN I I! IN i 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 " fax 858.597.0335 " www.fuscoe.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: SAN DIEGUITO ACADEMY ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE ENCINITAS, CA 92024 GRADING PLAN PLANNING CASE NO: APN: 258 -280- /QFOFESS /ON\ D . S `F2 Al � z Ld m = R C 75822 * EXP. 06 -30 -18 JJgT CIVIC F OF CP��FO DRAWING NO. 13170 - G C -04 SHEET 5 OF 16 id, ICHANGE NO. DESCRIPTION A APPROVED I DATE I BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 ST MONUMENT STAMPED IS 3997" AT THE CENTER OF CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) \ \FUSCOE.CORP \SD \PANZURA\ PROJECTS\ 307\ 013 \PLANS \DSA \307- 013GP— CO5— GPDT.DWG (01 -29 -18 9:15:57AM) Plotted bv: iesus aarcia AS -BUILT APPROVAL PUBLIC WORKS BRYAN D. SMITH DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR INT. I DATE I PLANS PREPA UNDER SUPERVISION OF ag;?DATE: l Z � BRYAN D. SMITH R.C.E. NO.: C 75822 EXP.: 06 -30 -2018 ENGINEERING DIVISION APPROVALS RECOMMENDED: APPROVED: �-`y,w JES E OW NS �.� 1. �V ,Lm CHRISTOPHER L. MAGDOSKU DATE DATE CONSTRUCTION NOTES: O THICKENED EDGE PER DETAIL 'G' /C -08 ® PEDESTRIAN PCC PAVEMENT PER LANDSCAPE ARCHITECT PLANS O5 STEPS, HANDRAILS AND CHEEK WALLS PER LANDSCAPE ARCHITECT PLANS Oj SEAT WALL PER LANDSCAPE PLANS PERMEABLE PAVERS PER SHEET C -03 12 PLANTERS PER LANDSCAPE PLANS 13 STORM DRAIN PER SHEET C -10 tg 4" CURB, MODIFIED PER DETAIL 'E' /C -08 20 6' MAX RETAINING WALL PER STRUCTURAL PLANS DETAIL C/S21.6 WITH GUARDRAIL PER LANDSCAPE PLANS DETAIL 'G' /L -1.4 22 STORM DRAIN CLEAN OUT PER SDRSD SC -01. SEE STORM DRAIN PLAN SHEET C -10 25 PLANTER 0" CURB PER DETAIL 'B' /C -08 1 _ FUSCQE #11E.Wll Nil N1 I.R I me 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 G fax 858.597.0335 ^ www.fuscoe.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: SAN DIEGUITO ACADEMY ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE ENCINITAS, CA 92024 GRADING DETAILS PLANNING CASE NO: APN: I?ROFDSS /O�V v� QC� C�Z --A z � m m = m C 75822 EX P. 06 -30 -18 s\ clvl� OF CALF DRAWING NO. 13170 - G C -05 SHEET 6 OF 16 CONSTRUCTION NOTES: ® PEDESTRIAN PAVEMENT PER LANDSCAPE ARCHITECT PLANS O RETAINING WALL PER STRUCTURAL PLAN DETAIL 2 SHEET S21.6 SEAT WALLS PER LANDSCAPE ARCHITECT PLANS 12 PLANTER PER LANDSCAPE PLANS 13 STORM DRAIN PER SHEET C -10 1CHANGE NO. 0 / 4 274.84FS O o RIDGE 273.26T 13 PER ARCHITECT PLANS DESCRIPTION ze 17 PROPOSED RAMP PER LANDSCAPE ARCHITECT PLANS WITH TRUNCATED DOMES PER MODIFIED SDRSD G -30 & G -32A 21 RETAINING WALL GUTTER /FLUME SEE MODIFIED SDRSD C -14 ON SHEET C -12 27 PEDESTALS PER LANDSCAPE ARCHITECT PLANS 28 ADA STRIPING PER ARCHITECT PLANS vn � 10T 13 '273.41 FS 274.91 FS 273.36FS 273.08TI3 13 I I 21 @273.22 274.87FS 7 273.37FS 4 276.30! 6 270.20TF -- 74 82TW 74.46FG 7 2� � I O'7�.82 ')F� 275. FS 27 274.85TN 0274.91 FS 273.41 FS 273.11! 13 1 1 TG no 13 73. - � 273.30FG 12 1; ARTS PATIO - RETAINING WALL DETAIL 5' 0' 2.5' 5' ft� If SCALE: 1" = 5' APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 ST MONUMENT STAMPED "LS 3997" AT THE CENTER OF CUL -DE -SAC AT THE NORTH END OF. OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) 727 i / 274.911 273.36FS 0 3.35FS 13 /I RIDGE _ I I I 7 74.79TW 273.29FS I @273.19 I I 07 274.77TW C 273.27FS I 30FS 273.31 FS 31 FS RAMP DETAIL 5' 0' 2.5' 5' SCALE: 1" = 5' I 273.29FS 273.24FS O 474.o'+r3 0274.71 TW O 00 G B 7 273.21 FS 0-e 0 74.82TW o O 7 73.32FS -1 13 27- 3:19TG _ - 0 0 0 74.74TW :)000 O 273.27FG 74.79TW 7 273.24FS O oo O 74.85TW 1 7 273.29FS oo O 00 28 7 273.375FS 0 273.48FS /,RIDGE 274.88TW0 1 02-74.85TW 0-00 - ;2767 273.38FS 273.48FS I 273.35FS 0 273.23FG RIDGE 272.58FS - -- GB 00000 12 272.58FS 74.82TW I 274.82TW 273.32FS v 0 273.32FS o 74.78TW I 0274.82TW 1.5% o 7 27_28FS I 273.32FS ro 273.24FS 13 3 22TG 4 . ({ 17 13 27 272.51 FS �uJ GB 4 -- 274.74TC 273.4815 274.24FS 273.35FS 273.08FS 273.17TC 273.37FG I GB 272.67FS 274 71TW GB 0273.21 FS I 13 273.19TG 13 273.46FS 7 74.80TW 273.63FS 273.3OFS I 273.08FS 273.17TC 272.67FS QROFESS /o /q 273.05TG 13 alP �- z 273.48E 273.35FS 273.16TC ARM w O7 = m 273.O6FS 272.66FS �` - � � C 75822 273.48FS 273.4OFS J (e Q * EXP. 06 -30 -18 - I N 0 1 N I I I I N` sTgTF OF CAS \FO���P 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 a fax 858.597.0335 ° www.fuscoe.com AS -BUILT APPROVAL DESIGNED BY DRAWN BY: CHECKED EKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G PUBLIC WORKS DATE: -11"46 _ ENGLISH & ARTS CLASSROOM BUILDING BRYAN D. SMITH DATE PLANNING 800 SANTA FE DRIVE C -O6 R.C.E. NO. C 75822 JE E 0 ENS CHRISTOPHER MAGDOSKU ENCINITAS, CA 92024 REVIEWER BRYAN D. SMITH Z e 2-JZ -ZD/SY GRADING DETAILS CITY ENGINEER DATE INSPECTOR EXP.: 06 -30 -2018 DATE I DATE PLANNING CASE NO: 14 -050 CDP APN: 258- 280 -04 SHEET 7 OF 16 r f O 73.2 273.38FS 273.27FS 272.87FS GB O O 272.7 GB I 000 o..o O. . OOO 17 000 O 273.48FS I 1.3% 6.7% 1.8% 3.00 000 LO -_ ti ROOF OVERHANG 0 0 0 N m 000 U- CD 5.00, 6.00'0 O 000 273.27FS m �L... I 0 0 0 000 GB 000 _. 3.46FS 272.87FS 0 0 27 27 GB 7 74.77TW 0 0 0 27: 273.27FS, 00 0 GB 273.40FS o 0 274.74TW 0 0 0 27: RAMP DETAIL 5' 0' 2.5' 5' SCALE: 1" = 5' I 273.29FS 273.24FS O 474.o'+r3 0274.71 TW O 00 G B 7 273.21 FS 0-e 0 74.82TW o O 7 73.32FS -1 13 27- 3:19TG _ - 0 0 0 74.74TW :)000 O 273.27FG 74.79TW 7 273.24FS O oo O 74.85TW 1 7 273.29FS oo O 00 28 7 273.375FS 0 273.48FS /,RIDGE 274.88TW0 1 02-74.85TW 0-00 - ;2767 273.38FS 273.48FS I 273.35FS 0 273.23FG RIDGE 272.58FS - -- GB 00000 12 272.58FS 74.82TW I 274.82TW 273.32FS v 0 273.32FS o 74.78TW I 0274.82TW 1.5% o 7 27_28FS I 273.32FS ro 273.24FS 13 3 22TG 4 . ({ 17 13 27 272.51 FS �uJ GB 4 -- 274.74TC 273.4815 274.24FS 273.35FS 273.08FS 273.17TC 273.37FG I GB 272.67FS 274 71TW GB 0273.21 FS I 13 273.19TG 13 273.46FS 7 74.80TW 273.63FS 273.3OFS I 273.08FS 273.17TC 272.67FS QROFESS /o /q 273.05TG 13 alP �- z 273.48E 273.35FS 273.16TC ARM w O7 = m 273.O6FS 272.66FS �` - � � C 75822 273.48FS 273.4OFS J (e Q * EXP. 06 -30 -18 - I N 0 1 N I I I I N` sTgTF OF CAS \FO���P 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 a fax 858.597.0335 ° www.fuscoe.com AS -BUILT APPROVAL DESIGNED BY DRAWN BY: CHECKED EKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G PUBLIC WORKS DATE: -11"46 _ ENGLISH & ARTS CLASSROOM BUILDING BRYAN D. SMITH DATE PLANNING 800 SANTA FE DRIVE C -O6 R.C.E. NO. C 75822 JE E 0 ENS CHRISTOPHER MAGDOSKU ENCINITAS, CA 92024 REVIEWER BRYAN D. SMITH Z e 2-JZ -ZD/SY GRADING DETAILS CITY ENGINEER DATE INSPECTOR EXP.: 06 -30 -2018 DATE I DATE PLANNING CASE NO: 14 -050 CDP APN: 258- 280 -04 SHEET 7 OF 16 r f i wi 2:1 MAX EASEwMEnNT ir SETBACK PER DETAIL 'E' ON SHEET C -08 SECTION �A � NTS �-Q] 1-11R virvu3uHrr SWALE PLANS SECTION B NTS �-�] WALL VARIES 2' FF 258.50 32.7' -34.4' MIN 2% VARIES 3:1 MAX PER LANDSCAPE PLANS EX SECTION �C� NTS �-Q] PLANS DETAIL 'G' ON �. SHEET L -1.4 TW* T RET. WALL _ --� PER STRUCTURAL `n PLANS FG� *t *r SEE SDRSD C -14 ON SHEET C -12 SDRSD C -14 ON SHEET C -12 NOTE: REFER TO GEOTECH RECOMMENDATIONS AND SDRSD FOR WALL SUBDRAIN *ELEVATION PER PLAN SECTION D NTS �-Q] PER STRUCTURAL PLANS FF 273.50 VARIES 48.0' -48.7' SECTION E NTS C -O] 16.9' _ P.C.0 WALKWAY 2.1' LANDSCAPE FF 273.50 2% MAX. SEE LANDSCAPE PLANS SECTION NTS & 11.3' -16.3' 19.9' -24.9' P.C.C. WALKWAY LANDSCAPE FF 273.50 2% MAX. SEE LANDSCAPE PLANS 6' P.C.0 WALKWAY EXISTING GRADE SEE DETAIL 'A' ON SHEET C -08 SEE DETAIL 'A' ON SHEET C -08 EX AC PAVEMENT PER STRUCTURAL SEAT WALL RET. WALL SUBDRAIN PER SEE LANDSCAPE PLANS SDRSD C -14 ON SHEET C -12 NOTE: REFER TO GEOTECH RECOMMENDATIONS *ELEVATION PER PLAN AND SDRSD FOR WALL SUBDRAIN SECTION H NTS �-�] CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 ST MONUMENT STAMPED "LS 3997" AT THE CENTER OF CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) \ \FUSCOE.CORP \SD \PANZURA \PROJECTS\ 307\ 013 \PLANS \DSA \307- 013GP— CO7— C- 09DT.DWG (01 -29 -18 9:16:23AM) Plotted by: jesus gorcia PLANS DETAIL 'G' ON utbwNEU BY: URAWN BY: GUTTER FLUME SHEET L -1.4 TW* CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT PER SDRSD C -14 HARDSCAP . t ON SHEET C -12 4' MAX DATE SEAT WALL FG GRADING PLAN FOR: SAN DIEGUITO ACADEMY GUARDRAIL PER LANDSC/ SEE LANDSCAPE PLANS TF* l„ 3 PLANS DETAIL 'G' ON RET. WALL SUBDRAIN 4CHRis-roPHEKOrL - SAX IW* SHEET L -1.4 BRYAN D. SMITH DATE PER SDRSD C -14 2.5' MAX ON SHEET C -12 (` JES WENS MAGDOSKU 6.5' 'MARS' BIOFILTRATION PLANTER 31' MIN. I DETAIL ON SHEET C -09 ' PP7 WAI i 6 2 -12--210 /f� DATE DATE - PER STRUCTURAL I F* gj '= � RET. WALL NOTE: REFER TO GEOTECH RECOMMENDATIONS PER STRUCTURAL AND SDRSD FOR WALL SUBDRAIN RET. WALL SUBDRi PER SDRSD C -14 *ELEVATION PER PLAN ON SHEET C -12 SECTION NTS � -07 MATCH EX PER SDRSD C -14 STAGE PER LANDSCAPE/ PER STRUCTURAL PLANS RET. WALL SUBDRAIN PER SDRSD C -14 ON SHEET C -12 NOTE: REFER TO GEOTECH RECOMMENDATIONS AND SDRSD FOR WALL SUBDRAIN *ELEVATION PER PLAN SECTION NTS (i;p // SEE DETAIL "B' ON SHEET C -08 2% MAX. SECTION K NTS �-�] 14.1" 1 7.1' 7.0' GUARDRAIL PER LANDSCAPE I PROPOSED DETAIL 'G' SHEET L -1.4 I BLDG 258.50FF TW* FS* EXISTING �i - GROUND EX BLDG, 1 LT DEEPENED FOOTING FG* SEE STRUCTURAL PLANS 252.3Tf_l._ L1 TF WATER RETAINING WALL TYPE L it 5 -.� \1:1 PER STRUCTURAL PLANS EX 2' WIDE V- GUTTER MIN DETAIL C ON SHEET S21.6, H =6' MAX EX COMM INFLUENCE ZONE *ELEVATION PER PLAN SECTION NTS C-O] EXISTING GRADE 1' BENCH 6.7' PCC WALK 2% MAX. SECTION M NTS �-�] 6.5' 5' WAI K WAI K SECTION rN NTS - Q] AS -BUILT APPROVAL utbwNEU BY: URAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVI$ION, OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G PUBLIC WORKS DATE: - Iil'?s R.C.E. NO.: C 75822 4CHRis-roPHEKOrL ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE BRYAN D. SMITH DATE PLANNING C -O7 REVIEWER JES WENS MAGDOSKU ENCINITAS, CA 92024 BRYAN D. SMITH EXP.: 06 -30 -2018 6 2 -12--210 /f� DATE DATE SITE SECTIONS PLANNING CASE NO: 14 -050 CDP APN: 258- 280 -04 CITY ENGINEER DATE INSPECTOR SHEET 3 OF 16 Ell ADD 12" CONCRETE BAND WHERE PERMEABLE PAVERS PER LANDSCAPE ARCHITECT. PAVERS SHALL COMPLY WITH ADJACENT TO 118 -302.1 AND 11B -303 6" CURB PER SDRSD_ PERMEABLE PAVERS PER LANDSCAPE PARALLEL PARKIGN 18„ CUTOFF WALL AT LIMIT OF (I ARCHITECT. PAVERS SHALL COMPLY WITH 1 2" NO. 8 STONE BEDDING 4" PERMEABLE BASE, NO. 57 AGGREGATE 0" CURB AT 2013 CALIFORNIA BUILDING CODE (CBC) COURTYARD PLANTERS CA k a 4" PERFORATED PIPES SLOPED (MIN S= 0.5 %). 6" PERMEABLE BASE, NO. 2 AGGREGATE 11B -302.1 AND 11B -303 EMBED PIPE IN SUB -BASE VARIES SLOPE SUB -GRADE AT _ e 2% MIN. FROM BUILDING t 12" -" FOR 10' MIN. MIN BELOW SUB -BASE GRIND AND REFER TO DETAIL 'C' ON .. I T a NOTES: 1.) INSTALL PAVERS PER MANUFACTURER RECOMMENDATIONS. PREPARE BASE, SUB -BASE, AND SUBGRADE PER GEOTECH REPORT. 2" NO. 8 STONE BEDDING AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) 3.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 4.) EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 5.) NO 4" PERMEABLE BASE, NO. 57 AGGREGATE 6" CURB PER SDRSD DETAIL - PEDESTRIAN PERMEABLE PAVERS OVERLAY GRADE Y G- 1(MODIFIED) WITH w di w Ld m 11" PERMEABLE BASE, NO. 2 AGGREGATE CUTOFF WALL AT LIMIT 3 s C0 - OF PAVERS (TYP) Ld 0 I— 0000000000000 Z t 0 0 0 0 0 (1 SLOPE SUB -GRADE I..m AT 5% MIN. FOR 10' MIN. EXTEND CURB 12" i MIN BELOW SUB -BASE PAVING TO _- �- REFER TO DETAIL 'C' ON SHEET C -08 FOR SUBDRAIN Yi NOTES: Specifications 1.) INSTALL PAVERS PER MANUFACTURER RECOMMENDATIONS. PREPARE BASE, SUB -BASE, AND SUBGRADE PER GEOTECH REPORT. 2.) ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) 3.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 4.) EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 5.) NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED DETAIL - VEHICULAR PERMEABLE PAVERS NOT TO SCALE NOT TO SCALE CONCRETE CUT -OFF WALL SOLID SUBDRAIN PIPE 6" IN a MIN SECTION `6"' MIN z 12" ri SOLID � SUBDRAIN F-171 PIPE CONCRETE ----77— z CUT -OFF WALL PLAN NOTE: CONTRACTOR TO CONSTRUCT CUT -OFF WALL AT DOWNSTREAM END OF ALL PERFORATED SUBDRAINS. DETAIL - CUTOFF WALL NOT TO SCALE 2' MIN TC ELEV. z ,. PER PLAN a LU Al M E R SDRSD G -1 1.5% MIN € N I I 1E 6" MIN. a SEE NOTE 1 NOTES: 1. FOR ALL CURB ADJACENT TO LANDSCAPING OR UNPAVED EARTH, EXTEND BOTTOM OF CURB 6" MIN BELOW ADJACENT PAVEMENT BASE (TYP ALL) E CURB AND SLOPE SETBACK C-08 NOT TO SCALE PAVEMENT AND BASE PER SOILS ENGINEER CONCRETE BAND P.C.C. PAVING CUTOFF WALL FOR AC PAVEMENT -/ EXTEND CURB 12" MIN BELOW SUB -BASE SEE PAVER SECTION DETAILS 'A' AND 'B' THIS SHEET DETAIL - THICKENED EDGE NOT TO SCALE GRATE PER NOTE 3 12'X12" tit , F I i i -`' '' -E' NDS LOW PROFILE ADAPTER AS REQUIRED 6" DRAIN LINE - SEE NOTE 1 6"x4" REDUCER AND 4" DRAIN LINE - SEE NOTE II 2 TIE INTO MAIN DRAIN LINE USE 45° ELLS, 90- SWEEP ELLS OR 45- WYES (GLUE FITTING TO PIPE) NOTES: 1. USE A 6" LINE IF MAIN DRAIN LINE IS 6" OR LARGER IN SIZE. 2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN LINE IS 4" IN DIA. 3. NDS 6" ATRIUM GRATE IN LANDSCAPE AREAS U.O.N. NOS 1230B SQUARE SOLID BRASS GRATE FOR PAVED AREAS. GRATES SHALL COMPLY WITH 2013 CALIFORNIA BUILDING CODE (CBC) 118 -302.3 4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS. AREA DRAIN NUI IU SCALE 2" ANNULAR SPACE SLAB AND REINFORCEMENT PER STRUCTURAL PLANS DETAIL 1 ON SHEET S21.4 CONCRETE FOOTING a" 12" MIN du U.L. LISTED IN- BUILDING STAINLESS 6" STEEL STEEL RISER SWEEP 90' ELL W /THRUST BLOCK FIRE RISER SERVICE ENTRY NOT TO SCALE 6" GATE VALVE 6" C900 8" X 6" REDUCER 8" C900 8" C900 1111 8" C900 8" TEE uu 8" FIRE SERVICE TEE WITH 8" X 6" REDUCER NOT TO SCALE PERMEABLE PAVERS PER LANDSCAPE ARCHITECT. PAVERS SHALL COMPLY WITH 2013 CALIFORNIA BUILDING CODE (CBC) 118 -302.1 AND 11B -303 6" CURB PER SDRSD_ i[I. G- 1(MODIFIED) WITH I t ;E VARIES CUTOFF WALL AT LIMIT OF (I PAVERS (TYP) 1 2" NO. 8 STONE BEDDING 4" PERMEABLE BASE, NO. 57 AGGREGATE 0" CURB AT COURTYARD PLANTERS CA k a 4" PERFORATED PIPES SLOPED (MIN S= 0.5 %). 6" PERMEABLE BASE, NO. 2 AGGREGATE 36 " -44" Valve E —Check Valve EMBED PIPE IN SUB -BASE PROPOSED FINISHED GRADE SLOPE SUB -GRADE AT _ e 2% MIN. FROM BUILDING EXTEND CURB 12" -" FOR 10' MIN. MIN BELOW SUB -BASE GRIND AND REFER TO DETAIL 'C' ON SHEET C -08 FOR SUBDRAIN NOTES: 1.) INSTALL PAVERS PER MANUFACTURER RECOMMENDATIONS. PREPARE BASE, SUB -BASE, AND SUBGRADE PER GEOTECH REPORT. 2.) ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) 3.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 4.) EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 5.) NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED Do DETAIL - PEDESTRIAN PERMEABLE PAVERS NOT TO SCALE CONCRETE CUT -OFF WALL SOLID SUBDRAIN PIPE 6" IN a MIN SECTION `6"' MIN z 12" ri SOLID � SUBDRAIN F-171 PIPE CONCRETE ----77— z CUT -OFF WALL PLAN NOTE: CONTRACTOR TO CONSTRUCT CUT -OFF WALL AT DOWNSTREAM END OF ALL PERFORATED SUBDRAINS. DETAIL - CUTOFF WALL NOT TO SCALE 2' MIN TC ELEV. z ,. PER PLAN a LU Al M E R SDRSD G -1 1.5% MIN € N I I 1E 6" MIN. a SEE NOTE 1 NOTES: 1. FOR ALL CURB ADJACENT TO LANDSCAPING OR UNPAVED EARTH, EXTEND BOTTOM OF CURB 6" MIN BELOW ADJACENT PAVEMENT BASE (TYP ALL) E CURB AND SLOPE SETBACK C-08 NOT TO SCALE PAVEMENT AND BASE PER SOILS ENGINEER CONCRETE BAND P.C.C. PAVING CUTOFF WALL FOR AC PAVEMENT -/ EXTEND CURB 12" MIN BELOW SUB -BASE SEE PAVER SECTION DETAILS 'A' AND 'B' THIS SHEET DETAIL - THICKENED EDGE NOT TO SCALE GRATE PER NOTE 3 12'X12" tit , F I i i -`' '' -E' NDS LOW PROFILE ADAPTER AS REQUIRED 6" DRAIN LINE - SEE NOTE 1 6"x4" REDUCER AND 4" DRAIN LINE - SEE NOTE II 2 TIE INTO MAIN DRAIN LINE USE 45° ELLS, 90- SWEEP ELLS OR 45- WYES (GLUE FITTING TO PIPE) NOTES: 1. USE A 6" LINE IF MAIN DRAIN LINE IS 6" OR LARGER IN SIZE. 2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN LINE IS 4" IN DIA. 3. NDS 6" ATRIUM GRATE IN LANDSCAPE AREAS U.O.N. NOS 1230B SQUARE SOLID BRASS GRATE FOR PAVED AREAS. GRATES SHALL COMPLY WITH 2013 CALIFORNIA BUILDING CODE (CBC) 118 -302.3 4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS. AREA DRAIN NUI IU SCALE 2" ANNULAR SPACE SLAB AND REINFORCEMENT PER STRUCTURAL PLANS DETAIL 1 ON SHEET S21.4 CONCRETE FOOTING a" 12" MIN du U.L. LISTED IN- BUILDING STAINLESS 6" STEEL STEEL RISER SWEEP 90' ELL W /THRUST BLOCK FIRE RISER SERVICE ENTRY NOT TO SCALE 6" GATE VALVE 6" C900 8" X 6" REDUCER 8" C900 8" C900 1111 8" C900 8" TEE uu 8" FIRE SERVICE TEE WITH 8" X 6" REDUCER NOT TO SCALE \ \FUSCOE.CORP \SD \PANZURA \PROJECTS\ 307 \013 \PLANS \DSA \307- 013GP– CO7– C- 09DT.DWG (01 -29 -18 9:28:OOAM) Plotted by: jesus gorcia M PAVERS, BASE, SUBASE PER DETAILS A & B THIS SHEET 4 Post 11 Fire Department POINT OF FULL DEPTH OVERLAY Indicator Connection 4" PERFORATED PIPES SLOPED (MIN S= 0.5 %). ATCH LINE 36 " -44" Valve E —Check Valve EMBED PIPE IN SUB -BASE PROPOSED FINISHED GRADE above GRIND AND finished EXISTING EXISTING GRADE OVERLAY 5.0' U.O.N.* IMIT OF OVERLAY grade 36 -inch minimum Riser I EXISTING Do t , OVERLAY GRADE Y w di w Ld m SOLID WYE PIPE 3 s C0 - Ld 0 I— 0000000000000 0 0 0 0 0 EXISTING AC s_ All PAVING TO One -way Swing Check Valve �- REMAIN r - -- Specifications GRIND EXISTING ASPHALT 1. Measurements MUST be exact and will be subject to a field inspection SOLID OUTFALL DRAIN IE PER PLAN. TO ACHEIVE 1 " MIN *CONTRACTOR MUST MAINTAIN 2. A blue reflective marker must be in place to identify location OUTFALL PIPE(S) SLOPED TO STORM OVERLAY THICKNESS STRAIGHT GRADE BETWEEN MATCH DRAINAGE SYSTEM. EMBED PIPE IN NO. LINE AND POINT OF FULL DEPTH 57 STONE. OVERLAY I PIV /FDC CHECK VALVE ASSEMBLY SOIL SUBGRADE SLOPED TO DRAIN C -08 NOT TO SCALE F DETAIL -GRIND AND OVERLAY PROFESS /ON C-08 NOT TO SCALE C DETAIL - SUBDRAIN � C -OS NOT TO SCALE A � z m c 75822 EVZ EXP. 06 -30 -18 FUSCA ' N 0 1 N a! R I N 0 sTgTF OF CFL�FO��\P - 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 fax 858.597.0335 - wwvrJuscoe.corn CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOePMENT DEPARTMENT DRAWING NO. JCC BUS CITY OF ENCINITAS BENCHMARK "ENC -30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G PUBLIC WORKS BEING A STANDARD M -10 ST MONUMENT "LS DATE: - ENGLISH & ARTS CLASSROOM BUILDING STAMPED 3997" AT THE CENTER OF CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAND 88) BRYAN D. SMITH DATE BRYAN D. SMITH R.C.E. NO.: C 75822 EXP.: 06 -30 -2018 O#f /f��� GC�'t JES E WENS CHRISTOPH L. MAGDOSKU Z Z-IZ?0�2 800 SANTA FE DRIVE ENCINITAS, CA 92024 DRAINAGE & SITE DETAILS PLANNING C ® ®$ REVIEWER CITY ENGINEER DATE INSPECTOR DATE DATE PLANNING CASE NO: 14 -050 CDP APN: 258-280-041 SHEET 9 OF 16 \ \FUSCOE.CORP \SD \PANZURA \PROJECTS\ 307 \013 \PLANS \DSA \307- 013GP– CO7– C- 09DT.DWG (01 -29 -18 9:28:OOAM) Plotted by: jesus gorcia M DS /OVERFLOW /PIPE PENETRATIONS CAST IRON GALVANIZED q FF GRATE. H -20 RATED, ADA P PROTECT SOIL AT DISCHARGE COMPLIANT IN ALL AREAS. �O WITH ROCK APRON 12 "X12 ", 4" OPENINGS 1/2" MAX MIN. THICK MEASURED IN PARALLEL TO .a. Z DOMINANT DIRECTION OF 6' CLEANOUT PER SDRSD N PEDESTRIAN TRAVEL i! SC -01 W/ THREADED CAP. TOP OF GRATE °a a, - MOUND SOIL AROUND PER PLAN DEEPENED FOOTING PER STRUCTURAL CLEANOUT SHEET C -04 FOR ELEVATIONS 2 "OVERFLOW ELEV BROOKS BOX WATERPROOFING( TG PER SHEET C -04 OR EQUAL 6 MIN. ABOVE TW 6" RESERVOIR TW PER PLAN TYPICAL FOOTING DEPTH A PER STRUCTURAL I I SEE LANDSC ARCH FOR PLANS DEPTH VARIES *FF OVERFLOW (18" MIN.) - WS WSINLET WALL SURFACE /TREATMENT *FF WITH DEEPENED .'i 6"i 1 TOP OF GRATE ELEV. (TG) FOOTING TO PER PLAN ACCOMMODAT III 1Tf HIH HII II 1 1 1 SURFACE FLOW SURFACE FLOW PLANTER ELEVATION L III III III L II IT II III �— FINISHED GRADE III III II I Tr 11 =III II 111'18 SOIL MIX R DETAIL - BUILDING DEEPENED FOOTING �I III III 11 III —III TT III iii (III III lT�1T a . 18" MIN TO 2.5' MAX ao a. ' FF TYP III ll1 III —III III — I = I = — PLANS - SEE GRADING 12 . 12" SEAT WALL = v � 4 CRUSHED ROCK O 6" FX 2„ °0 6 "� 6= ° ,..a °<. .._,.m." i I ( = _. .., PLANTER BOX PER lz' INV ELEV TYP CONCRETE AND INVERT ELEV. IE [,, LANDSCAPE ARCHITECT PLANS BASE TYPE PER PLAN. PER PLAN "" —`� DETAIL 'A' ON SHEET L -1.6 TYPE I CATCH BASIN 560 —C -3250) PIPE SIZE AND TYPICAL) TYPE PER PLAN. 4" WASHED PEA 6" PVC SDR 35 PERF PIPE STORM DRAIN PER SDRSD D -29 MODIFIED GRAVEL FILTER COURSE PERF FACE DOWN, S =0.01 CONNECT TO STORM SCHED 80 NO WITH 3 "x3" RECTANGULAR NOTCH LAYER ABOVE AGGREGATE , DRAINAGE SYSTEM PONDING WATER SURFACE ON CONCRETE SIDE WALL TEE /WYE (OR PERFORATIONS CORE DRILL SEE UTILITY PLAN 90' BEND AT END INVERT ELEV. (IE TYPE 2 OUTLET (PVT) WHERE ADJACENT TO EXTERIOR AND SEAL PENETRATION ELEVATION EQUAL TO TOP OF LINE) PER PLAN OF BUILDING WALL PROVIDE OF GRATE TOP EV BASIN "IE" LESS THAN 36" BELOW 'TG" EL PER PLAN TYPE 1 OUTLET (PVT) NO SCALE WATERPROOFING (6' MIN. "IE" MORE THAN 36" BELOW 'TG" ABOVE TW), AS REQUIRED. NOTES: NO SCALE SEE BLDG. ENVELOPE & 1. SOIL MIX TO BE PER GUIDE BOOK. MOISTURE PROTECTION PLANS 2. OVERFLOW INLET TO BE SIZED BASED UPON BASIN HYDROLOGY — SEE UTILITY all NOTES: PROVIDE ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT BY OTHERS PLAN FOR LOCATION. j { AREA WITH A STENCIL PLACED WITH PROHIBITIVE LANGUAGE SUCH AS : "NO DUMPING — 3. DOWEL PLANTER BOX SLAB TO OVERFLOW INLET. SEAL CATCH BASIN PENETRATION to d' DRAINS TO OCEAN') AND /OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. THROUGH PLANTER BASE. a GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S P DETAIL - BIOFILTRATION PLANTER 4. SEE LANDSCAPE PLANS FOR PLANT SELECTION AND PLACEMENT. ( ° IQ T I ( - RECOMMENDATIONS C -09 NOT TO SCALE 5. PLANTER BOX COLOR TO MATCH ADJACENT WALK COLOR — SEE LANDSCAPE ARCHITECT PLANS. t Ei FINISHED GRADE FG =` ° I- 6. SEE ADDITIONAL SPECIAL INSPECTION NOTES BELOW. ( ) _ I PER PLAN (LEVEL I ° N CATCH BASIN (PRE -CAST) BOTTOM) Q C_09 NOT TO SCALE a a'° I I BASIN WIDTH VARIES PER PLAN 2' MIN. BENCH IN ° 6" CLEANOUT PER SDRSD SC -01W/ FILL CONDITION THREADED CAP. MOUND SOIL 4 AROUND CLEANOUT. PROTECT SOIL ° . AT DISCHARGE WITH ROCK APRON HMP 2 FLOW CONTROL STRUCTURE 12 "X12 4" MIN. THICK PER DETAIL "S" THIS SHEET STORM DRAIN CLEANOUT TYPE B -6 PER RSD PROPOSED 6" MIN. 6" MIN. D -10 MODIFIED WITH ORIFICE PLATE AS SHOWN. Cj SIDEWALK y 2% FREEBOARD FREEBOARD � ° CONSTRUCT MANHOLE II 100YR Q ♦ 6 3 F" A II II F� �f SOLID PIPE FINISHED SURFACE (FS) FRAME & COVER OPPOSITE 18" (IIIIIIIII -1= II „ - w_ III =T ��� Q1 OUTLET PER PLAN. 3.' V 10YR Q III III II ( Ir III -I 18" MIN. IE -OUT PER PLAN PER PLAN CORNER OF HMP STORAGE MIN. II III .7 = Ii - �I 4 IIHII PIPE 1IIIIIIIIIIII RP 6' MIN II III III III -I 1= �i III IIN III III III IllNil _ f�1 tiil l��l t _ X111 -y1111 III (IIIIIIIII 6" PERF. UNDERDRAIN III II II1III III III =III III III -III III III =III -III F 1 III _-- �II�II III III III III III -III II III III =1 PIPE WITH 0.50" DIAMETER 21 i - III 1 =1 11-111-111-111-1 III 1 =1I 1= �I �I III III 1 =1 III 1 =1 1= E III -III II III III ITI III III III III -III -III HMI III III -III III- IIHII =11 ORIFICE. IE PER PLAN CONSTRUCT CLEANOUT -III III III -III III III =III J III -III III -I I�II�I IHII III =III III III = III -III II III =III III III -III III III =III III -III �II�II II III -III III III - III -III ORIFICE PLATE ATTACHED TO STRUCTURE, REINFORCEMENT, II-III =III III III =III III III -III III III III III III III =11 MIN. 18" SOIL MEDIA WITH MIN. 5 INSIDE OF CATCH BASIN MANHOLE FRAME /COVER & 9' TOTAL �IN/HR INFILTRATION RATE . .� STEPS PER SDRSD D -9, BASIN DEPTH D- 11A/8, M -3. 12" S SECTION A -A: HMP 2 FLOW CONTROL STRUCTURE 6" WASHED PEA GRAVEL-/ - FILTER COURSE LAYER C 09 NOT TO SCALE ABOVE AGGREGATE " STEEL PLATE. MOUNT TO REMOVE UPPER 4' OF VERY OLD PARALIC SIDES OF CLEANOUT USING DEPOSIT AND REPLACE WITH J" CRUSHED S TAINLESS STEEL L ROCK PER GEOTECH RECOMMENDATIONS. MIN. DIA. S 2" x 2" x ANGLE WITH 30 MIL THICK PVC OR EXTEND VERTICAL LINERS APPROVED EQUAL TO BOTTOM OF STORAGE LAYER BOLTS (12" MAX. SPACING) = IMPERMEABLE LINER ADS FLEXSTORM PIPE SCREEN 6" 24" 6" WITH REMOVABLE BYPASS LID. BOLT SCREEN ONTO WEIR PLATE. o EXISTING NATIVE SOIL MIN. 6" PERFORATED PVC UNDERDRAIN PIPE W/ ORIFICE PLATE 8° OUTLET PIPE. 1/2" RAID. TO 10 ORIFICE DIA. = 0.55"..-- 0.50" DIA. ORIFICE. IE PER PLAN SEE DETAIL S IE PER PLAN IE PER PLAN i 1 "RAD. ? Q DETAIL - BIOFILTRATION BASIN (� J i C -O9 NOT TO SCALE 12" PIPE OUTLET. HMP STORAGE PIPE SPECIAL INSPECTION NOTE: ' ° ° >' > ! _= IE OUT PER PLAN SPECIAL INSPECTION OF ALL POST CONSTRUCTION TREATMENT AND /OR FLOW CONTROL 000g� MANIFOLD FACILITIES BY THE ENGINEER OF RECRORD, REPRESENTATIVE OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF THE FACILITIES UNDER CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING 3' 3' 60" x 24" ECCENTRIC REDUCER. STAGES: INLET PIPE IE &SLOPE PER PLAN 1. BASIN EXCAVATION T .DETAIL CONCRETE FLUME - C -09 NOT TO SCALE 2. PLACEMENT OF PERFORATED PIPE, OUTLET STRUCTURES, CLEANOUTS AND HMP O DETAIL - HMP 1 FLOW CONTROL STRUCTURE 3. PL Es 3. PLACEMENT OF GRAVEL LAYER C-09 NOT TO SCALE 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING 6. FINAL COMPLETED BASIN WITH VEGETATATION ESTABLISHED SPECIAL INSPECTION REPORT PREPARED BY: oQROFESS /pNq` 0. BY: DATED: ID Z E C e W m = m �...` i �J��L � C 75822 � * EXP. 06 -30 -18 N N 1 N a ■ I N i S�9Tcc CNI� OF CA��F 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 " fax 858.597.0335 ° ww.v.fuscoe.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAW c BY: CHEC uS; BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JC CITY OF ENCINITAS BENCHMARK "ENC -30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G BEING A STANDARD M -10 ST MONUMENT PUBLIC WORKS DATE: /14 ENGLISH & ARTS CLASSROOM BUILDING STAMPED "LS 3997" AT THE CENTER OF BRYAN D. SMITH DATE PLANNING 800 SANTA FE DRIVE C -O9 CUL —DE —SAC AT THE NORTH END OF OAK R.C.E. NO.: C 75822 JES E WENS CHRISTOPHE L. MAGDOSKU ENCINITAS, CA 92024 CREST PARK DR, PER ROS 18416 REVIEWER IB Z -/Z z0/9 DRAINAGE &SITE DETAILS ELEV = 388.479' (NAND 88) CITY ENGINEER DATE INSPECTOR BR D. SMITH EXP.: 06 -30 -2018 DATE DATE PLANNING CASE N0: 14 -050 CDP APN: 258- 280 -04 SHEET 10 OF 16 i I, �4' Pit ri"ii% 24 "x24 CB �p T 70 G 24'1 it 257.25TG - 3&'x36C]B- 4 18 1 2 x 4 60 31R (254.0±IE) 6 6 5 257.3 IE-IN SDCO 1 26 --- lit 255.231E . . ... . . . :25��. �tR�l� 23 M 011 �55�17 E 2591-841E ___2 71E s 0 SD 2 4 57.40TC 2 7.53RIM 2 4 N5 2 4.601E 256.101E 25 91E-12" 2 60" HDRE DETENTION 259.941E PIPES (') AT 58 LF EACH. & (1) A 47.25 LF. TEE 257.8FS - 35 SDCO 2 "X24"'C 249.941E 257.45F 253.871E-10" 257 .16TG Lj, L' . . ..... ...... 257��jl .. ....... 253.791E-12" 253 Bi W 3 0) LID F- 58.00 L TEE 24 ' in 253.671E --e" IT 22 253.501E-127, Is Q N Zf SDCO J Ln 0 257.60RIM 04 256.17IEi i 17 3 SDGO 256.73RI,M1 2;)6.72TG CONNECT TO 254.821E 12" it P WYE 'it 3 721E 15 11 U 25OIE-.4" EX 12" SID W 5 HDPE TO PVC og2 24 257.30RIM COUPLER 1 1, 24 ff� U, 25,.961E-12" (N) 19 X '. C' sz- 1_24,904IE712" (WIE) 249.941E IN 60 (250.0±FG) �'2_53.27TCTGG 255.741E 249.941E 0.55" ORIFICE (248.5±]E) 249.091E IN 46 21 249.771E-OUT 12" (W) 248.921E OUT S D- D I EX. 12 1- sD_ 'DPVC --- ------ 24"x24�'i :4- 255.741E ------ 18 3 SDCO 255.741E; h _257.13TG 251.1 BRIM - - - - - - - - - - 255.201E-4" 6. 4TG 4 255.901E All 255.!51117-4" A 214 249.721E-12" 9 1- 3DCO 9225�7, 254.491E 56.95TG 256.231E 4 2 5 SI) �s 253.951E 4:- 29, 3 - - - - - - - - - - - - - - --------- - - - - SD SD SD SDCO 3 SDCO 18 24"x24"CB uh� " I � k" - 259.62 RIM -J v1, 259 62RIM 2 9 R11 24"x24"CB 25 25 * 62TG 256.871E .891E 25'6.841E 256.411E -IN 259.62TG 254.591E -OUT 256.201E-IN(E) 256.681E -IN(W) OUT 253.981E - EX. COMMUNICATION 259.62RIM 256.871E Y, SDCO 257.47RIM 256.041E 258.00TW 257.75RIMV SDCO 25600FL 249.201E 257.75RIM U') �0 Ln LO `714 C4 N 249.581 E 256.85]E- 256.04]E-6" 256.591E-6" Su 256.461E -6° D �D Sg SID ...... (D4257.60TG 15 SDCO 3 HEADWALL 256.451t 258.00, j 257 75RI - ------- '24' F .5 T 4 2513,0011'�- 9581 - - - - - -- 256.501111E 12 2 12"X12' G 1 1 tit 26 257.1 -R E- 4 IZ256.471E _Ii� 3 13 -1 CB 114 �1 5� ---------- __2616 E TYPE �i-,"C8(k"i 27, 4 -3 269.631E-4" 257.25TO' ---- --- ---- - - ---- _---EX -8 __SD_W/ ------ -26 249.121E-IN 0.5�"_ORIFICE .. .... .. TYPE, CO FAQ 1 IT Ca _ PRECAST CONC. CATCH BASIN PER DETAIL N/C-09 12 NOT USED A. SIZE/MATERIAL _Ii� 3 13 -1 CB 114 �1 5� ---------- __2616 E TYPE �i-,"C8(k"i 27, 4 -3 269.631E-4" 257.25TO' ---- --- ---- - - ---- _---EX -8 __SD_W/ ------ -26 249.121E-IN 0.5�"_ORIFICE .. .... .. TYPE, CO FAQ 1 IT Ca _ m - ------ ----- -- r 'W . . ...... Wilf --------- QgOFESS/i I . q GENERAL STORM DRAIN NOTES Uj m 01 0� C 75822 1. ALL STORM DRAIN MAINS TO HAVE WATER TIGHT JOINTS. 20' 10' 20' 40' * EXP. 06-30-18 2. ALL AREA DRAIN LINES 6" & SMALLER TO BE PVC SDR-35 OR FUSCOE APPROVED EQUAL. L imAMINGI N E E R I No WIL OF CP��FO SCALE: 1 20' 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 CHECKED BY: tel 858.554.1500 - fax 858.597.0335 - www.fu,,,c,)e.com BIDS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. V15ION, OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G 0!' ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE NO.: C 75822 JESSE OV ENSI CHRISTOPHER L. -AGDOSk ENCINITAS, CA 92024 C -1® 06-30-2018 r)&TV 16 Ib STORM DRAIN PLAN DATE PLANNING CASE NO: 14-050 CDP APN: 258- 280 -04 SHEET 11 OF 16 I, PRECAST CONC. CATCH BASIN PER DETAIL N/C-09 12 NOT USED SLOPE SIZE/MATERIAL Qt BICIFILTRATION PLANTER PER DETAIL P/C-09 13 CATCH BASIN PER DETAIL S/C-09 8" PVC 7.98' STORM DRAIN CLEANOUT PER SDRSD SC-01 14 CONSTRUCT TYPE A4 STORM DRAIN CLEANOUT PER SDRSD D-09 221.00' @) AREA DRAIN WITH 4" PVC DRAIN LINE U.O.N. PER DETAIL H/C-08 SUB-DRAIN FOR RETAINING WALL B10FILTRATION BASIN PER DETAIL Q/C-09 @ 17 CONTRACTOR TO POTHOLE AND FIELD VERIFY UTILITY LOCATION, DEPTH, AND SIZE PRIOR TO COMMENCING CONSTRUCTION CONTRACTOR TO FIELD VERIFY EXTENTS OF EX. 6" PVC TYING INTO EX. CATCH BASIN. PROTECT IN PLACE OR REMOVE AS NECESSARY. INSTALL WATERTIGHT ENDCAPS 13.78' S45-02'32"E' MODIFIED STORM DRAIN CLEANOUT PER DETAIL 0 /C.-09 18 INSTALL BIO-CLEAN GISB CATCH BASIN INSERT - MEDIA TYPE N89-57'24"E' 5.50% SUB-DRAIN FOR PERMEABLE PAVERS PERT DETAIL C/C-08 TIE BUILDING RETAINING WALL SUBDRAIN INTO WALL SUBDRAIN 19 INSTALL 60"x24" ECCENTRIC REDUCER 4" PVC PER PLUMBING PLANS 37.15' N45'00'00"E' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK 1.50% AS-BUILT APPROVAL DESIGNED BY: 1 DRAWN-BY: 6" PVC I blk) N89*59'30"E' I J 6" PVC 21.71' N00'00'00"E' 1.00% 6" PVC CITY OF ENCINITAS BENCHMARK "ENC-30" 9.84' N45*00'00"E' 1.00% 6" PVC INT. DATE N00-02'32"W' PLANS PREPARED UNDER SUPEI 46.11' S89-58'45"W' 0.50% 6" PVC 51.82' BEING A STANDARD M-10 ST MONUMENT STAMPED "LS 3997" AT THE CENTER OF CUL-DE-SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) 0.50% 6" PVC 7.23' N45*00'00"W' DATE: R.C.E. PUBLIC WORKS 66.86' S90'00'00"W' 0.50% 6" PVC BRYAN D. SMITH DATE 42.38' S89-12'40"E' 1.00% PLANNING 15.95' N90'00'00-E' 0.50% 12" HDPE REVIEWER 9.35' N45'00'00"E' 0.50% SOONER I I CITY ENGINEER DATE INSPECTOR 0.56% 12" HDPE BRYAN D. -'SMITH EXP.: \\FUSCOE.CORP\SD\PANZURA\PROJECTS\307\013\PLANS\DSA\307-013(3P-ClG-SD.DWG (01-29-18 9:16:47AM) Plotted by ipmjc norrin 102.23' N00'00'01 "E' 1.00% 12" HDPE 2.78' N43"59'50"W' 1.00% 12" HDPE m - ------ ----- -- r 'W . . ...... Wilf --------- QgOFESS/i I . q GENERAL STORM DRAIN NOTES Uj m 01 0� C 75822 1. ALL STORM DRAIN MAINS TO HAVE WATER TIGHT JOINTS. 20' 10' 20' 40' * EXP. 06-30-18 2. ALL AREA DRAIN LINES 6" & SMALLER TO BE PVC SDR-35 OR FUSCOE APPROVED EQUAL. L imAMINGI N E E R I No WIL OF CP��FO SCALE: 1 20' 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 CHECKED BY: tel 858.554.1500 - fax 858.597.0335 - www.fu,,,c,)e.com BIDS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. V15ION, OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G 0!' ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE NO.: C 75822 JESSE OV ENSI CHRISTOPHER L. -AGDOSk ENCINITAS, CA 92024 C -1® 06-30-2018 r)&TV 16 Ib STORM DRAIN PLAN DATE PLANNING CASE NO: 14-050 CDP APN: 258- 280 -04 SHEET 11 OF 16 I, NAME LENGTH DIRECTION/DELTA SLOPE SIZE/MATERIAL Qt 21.29' N42"7'51 -W' 1.00% 8" PVC 7.98' N00*00'00"E' 1.00% 6" PVC 221.00' N88i 5.00% 8" PVC 13.78' S45-02'32"E' 1.00% 8" PVC 105.25' N89-57'24"E' 5.50% 8" PVC 37.15' N45'00'00"E' 5.50% 8" PVC 162.80' NOO'00'39"E' 1.50% 6" PVC 14.14' N45'00'00"E' 1.00% 6" PVC 5.77' N89*59'30"E' 1.00% 6" PVC 21.71' N00'00'00"E' 1.00% 6" PVC 9.84' N45*00'00"E' 1.00% 6" PVC 31.50' N00-02'32"W' 0.50% 6" PVC 46.11' S89-58'45"W' 0.50% 6" PVC 51.82' N89-57'1 4"E' 0.50% 6" PVC 7.23' N45*00'00"W' 0.50% 6" PVC 66.86' S90'00'00"W' 0.50% 6" PVC 42.38' S89-12'40"E' 1.00% 12" HDPE 15.95' N90'00'00-E' 0.50% 12" HDPE 9.35' N45'00'00"E' 0.50% 12" HDPE 88.68' N90'00'00"E' 0.56% 12" HDPE 8.11' N5555'0 1 "E' 0.56% 12" HDPE 102.23' N00'00'01 "E' 1.00% 12" HDPE 2.78' N43"59'50"W' 1.00% 12" HDPE 16.66' N90'00'00-E' 1.00% 8" PVC 18.97' N90-00-00-W' 0.00% 6" PVC "i N90'00'00"E' 7.12% 10" PVC 21.64' NOO-00'00"E' 7.12% 10" PVC 125.31' N90'00'00"E' 3.66% 10" PVC 9.71' S45'00'00"W' 1.00% 6" PVC 49.67' N90'00'00"W' 1.00% 6" PVC 68.03' S00-00-00"E' 1.00% 8" PVC 15.08' S0006'1 8"E' 2.78% 4" PVC 14.92' S00-06'23"E' 1.00% 4" PVC 3.00' N00*00'00"E' 1.00% 8" PVC 48.18' N45'00'00"E' 1.00% 8'J PVC 7.59' S5537'58"E' 27.00% 10" PVC 5.03' N89*55'35"E' 2.00% 8" PVC 24.54' N89*53'53"E' 39.60% 8" PVC 51.87' N89-53'53'E' 2.00% 8" PVC 33.85' N89-47'22"E' 24.20% 6" PVC 9.90' N00-06'07"W' 4.75% 4" PVC 18.11' S00 -00'00"E' 1.00% 4" PVC 5.10' S45'00'00"W' 1.00% 4" PVC 1.76' N45*05'39"E' 2.00% 6" PVC 6.60' N31'08'40"E' 1.00% 6" PVC 6.26' N00'00'003'E' 1.00% 43' PVC 24.61' N89-57'28"E' 1.00% B" PVC n48 12.21' S00'00'00"E' 2.20% 4" PVC m - ------ ----- -- r 'W . . ...... Wilf --------- QgOFESS/i I . q GENERAL STORM DRAIN NOTES Uj m 01 0� C 75822 1. ALL STORM DRAIN MAINS TO HAVE WATER TIGHT JOINTS. 20' 10' 20' 40' * EXP. 06-30-18 2. ALL AREA DRAIN LINES 6" & SMALLER TO BE PVC SDR-35 OR FUSCOE APPROVED EQUAL. L imAMINGI N E E R I No WIL OF CP��FO SCALE: 1 20' 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 CHECKED BY: tel 858.554.1500 - fax 858.597.0335 - www.fu,,,c,)e.com BIDS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. V15ION, OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G 0!' ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE NO.: C 75822 JESSE OV ENSI CHRISTOPHER L. -AGDOSk ENCINITAS, CA 92024 C -1® 06-30-2018 r)&TV 16 Ib STORM DRAIN PLAN DATE PLANNING CASE NO: 14-050 CDP APN: 258- 280 -04 SHEET 11 OF 16 I, NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS i 1. PRIOR TO INSTALLATION, ALL PLANS AND SPECIFICATIONS SHALL BE APPROVED BY DSA. REFER TO DSA IR A -25 FOR DESIGN, INSTALLATION AND MAINTENANCE GENERAL m L� REQUIREMENTS. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS 2) FOR HYDROSTATIC TESTING, AND 3) FOR FLUSH 3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2013 EDITIONS CFC, NFPA 13 19 AND NFPA 24 4. PRIVATE FIRE HYDRANTS SHALL BE APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 21" AND ONE 4" OUTLET. THE 4" OUTLET SHALL FACE THE FIRE DEPARTMENT ACCESS ROAD. ALL OUTLETS SHALL BE PROVIDED WITH NATION STANDARD THREADS (NST). NFPA 24, 7.1.1.2. t 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF SIX INCHES IN DIAMETER. THE e CENTER OF THE HOSE OUTLET SHALL BE NOT LESS THAN 18" ABOVE FINAL GRADE OR, i t r 3 -- _ WHERE LOCATED IN A HOSE HOUSE, 12" ABOVE THE FLOOR. NFPA 24, 7.1.1 & 7.3.3. 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. NFPA 24, 7.2.3. 7. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. NFPA 24, 7.1.1.1 8. ALL PIPING SHALL BE LISTED FOR USE IN FIRE PROTECTION SERVICE AND COMPLY WITH AWWA STANDARDS (CLASS 150 MINIMUM) CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. NFPA 24, 10.1.1 & 5 0 9. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER INSTALLATION. NFPA 24, 10.3.6.2 10. BACKFILL SHALL BE WELL TAMPED LAYERS TO CONSIST OF 6" MINIMUM BED OF CLEAN FILL SAND OR PEA GRAVEL BELOW AND 12" ABOVE THE PIPE (TOTAL 18" MINIMUM). NFPA 24, 10.9.1 11. FITTINGS SHALL BE OF AN APPROVED TYPE. NFPA 24, 10.2.1 12. A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE PROVIDED. NFPA 24, 10.4.4. 13. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. BACK -FILL BETWEEN THE JOINTS TO PREVENT MOVEMENT OF THE PIPE. PROVIDE DETAILS AND CALCULATIONS FOR SIZING THRUST BLOCKS BASE ON ACTUAL SOIL CONDITIONS. NFPA 24, 10.8. 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC �J PRESSURE, WHICHEVER IS GREATER) SHALL BE PERFORMED. NFPA 24, 10.10.2.2.1. 4" PVC \I 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD ® S =1% MIN PIPING. FLOW SHALL BE THROUGH A MINIMUM OF 4" HOSE OF PIPE. NFPA 24, 10.10.2.1. (BY OTHERS) 16. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION, VALVES SHALL BE 20 MONITORED IF THEY SERVE 20 OR MORE SPRINKLER HEADS. CBC /CFC 903.4 s 17 ALL CONTROL VALVES SHALL BE LISTED INDICATING TYPE UNLESS A NON INDICATIN -f•- __ -. __ -__ - .._ . -.... _ ..... -.._ -. - - - - -1 "' :ti ..__...._ -__, w:n _ rr- ....._.._,. 9, W w. t. -r- -� Nrer r tWj a w x w �.vT.vvi� �� j. _ _..,....... ' ....._... ..v_. m.__...,_. - _� _ _. =' r t lw,i. e _ _ , -- ,.i. 1 - SUCH AS AN UNDERGROUND GATE VALVE WITH APPROVED 12 T I .= 268.671E 74OORIM OVED ROADWAY BOX COMPLETE WITH 4 SSCO (j 1 ° SSCO - "' 1 T- WRENCH, IS ACCEPTABLE TO AUTHORITY HAVING JURISDICTION (AHJ). NFPA 24, 6.1.1. �% 1 258.22RIM 8 -r_r 269.031E REMOVE AND REPLACE 246.951E 0e PCC PER ARCH. PLANS 6 °. 250.661E - - 4 ( j 18. POST INDICATING VALVES PIV SHALL BE TESTED TO INSURE THAT THE 'TARGETS" (OPEN \\ CLOSED) ARE CLEARLY IDENTIFIED WHEN VALVE IS OPENED AND CLOSED. NFPA 24, 10.10.1 ss ss ss ss E ss >s ss -__5sD .. - - -- -i & 14.1. 4 4 ", K S OEXEWATER ` -10 g __ 19. TESTS SHALL BE MADE BY THE INSTALLING CONTRACTOR IN THE PRESENCE OF THE (AHJ). W/ 90' ELBOW 11 °' o \J n PROVIDE A COMPLETE CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND =- _ j SD SLQ it PIPING TO DSA. NFPA 24, 10.10.1 & 14.1, CFC 901.5 & 6. _ ... .__...... . _ ... ..., _... _� _. _,.. SANTIARY SEWER DATA TABLE LINE # LENGTH DIRECTION /DELTA Slope SIZE /MATERIAL Ql 164.87' S89'59'1 3"E 4.88% 6" PVC (SDR -35) DIRECTION /DELTA 7.99' N00'00'02 "W 4.88% 6" PVC (SDR -35) Q3 1.20' S88'52'44 "E 1.50% 6" PVC (SDR -35_ ® 23.90' S00'00'O2 "E 2.00% 6" PVC (SDR -35) Q 185.45' N89'58'34 "E 2.00% 6" PVC (SDR -35) © 86.45' N00'02'32 "W 2.00% 6" PVC (SDR -35) 2 21.98' N89'59'32 "E 2.00% 4" PVC (SDR -35) ® 22.00' N89'57'49 "E 13.50% 4" PVC (SDR -35) 29 15.66' S00'01'20 "E 21.08% 4" PVC (SDR -35) 10 15.56' SOO'01'20 "E 29.30% 4" PVC (SDR -35) u ANTA FE DRIVE N _ ve UTILITY CONSTRUCTION NOTES Oi SEWER CLEANOUT PER SDRSD SC -01 O LOCATION, N RACOR TO POTHOLE AND FIELD VERIFY UTILITY FIRE RISER PER DETAIL "J" ON SHEET C -08 14 PROPOSED TO LIGHTING SHOWN FOR OTHERS EFERENCE 18 REDUCER PER DETAIL SERVICE ON SHEET C-08 CONSTRUCTION 20' 0' 10' 20' 40' CONSTRUCTION 10 6" FIRE HYDRANT ASSEMBLY PER SDRSD WF -01 15 WATER POC SHOWN FOR REFERENCE ONLY. TO BE 19 TRENCH AND RESURFACE PER SDRSD G -24A /B ON O2 EXISTING SEWER CLEANOUT. ADJUST TO GRADE © TAP INTO EXISTING FIRE WATER MAIN* DESIGNED AND CONSTRUCTED BY OTHERS SHEET C -12 SCALE: 1" = 20' 11 EXISTING UTILITY LINE TO BE DEMOLISHED. 16 GREASE INTERCEPTOR SHOWN FOR REFERENCE C 3O RELOCATED EXISTING FIRE HYDRANT PER SDRSD WF -01 7O POST - INDICATOR VALVE (PIV) PER DETAIL 'I' SHEEP O ONLY. TO BE DESIGNED AND CONSTRUCTED BY 20 SEWER PER PLUMBING PLANS ��QL AND WF -04 C -08 12 STORM DRAIN PER SHEET C -10 OTHERS *NOTE: 4 4" PVC SEWER LATERAL PER SDRSD SS -01 8 FIRE DEPARTMENT CONNECTION FDC PER DETAIL 'I' THRUST BLOCKS TO BE INSTALLED PER WAS WT -01 N a 1 N ! N A N E O ( ) 13 CAP EXISTING SEWER TO WEST. CONTRACTOR TO 17 SANITARY POC SHOWN FOR REFERENCE ONLY. TO 6390 Greenwich Drive, Suite 170, San Diego, California 92122 SHEET C -08 VERIFY ROUTING. BE DESIGNED AND CONSTRUCTED BY OTHERS FOR ALL WATER AND FIRE LINES 4 AND LARGER tel 858.554.1500 c fax 858.597.0335 a www.fuscoe.com 00FESSov hk Al w m = m C C 75822 �D EXP. 06 -30 -18 C IVII �a\P F OF CPS \FO PRIVATE FIRE WATER DATA TABLE DOMESTIC WATER DATA TABLE LINE # LENGTH DOMESTIC WATER DATA TABLE LINE # LENGTH DIRECTION /DELTA REMARKS LINE # . LENGTH DIRECTION /DELTA REMARKS Q1 118.81 N00'33'52 "E 4" PVC A 34.79 N89'57'32 "E 3" PVC 20 13.92 N89'57'28 "E 4" PVC 7 28.56 S89'57'28 "W 4" PVC 30 29.80 N00'39'05 "W 4" PVC A 25.70 N00'02'32 "W 4" PVC ® 191.09 S89'57'28 "W 3" PVC Q5 87.82 N00'00'03 "W 3" PVC PRIVATE FIRE WATER DATA TABLE PRIVATE FIRE WATER DATA TABLE LINE # LENGTH DIRECTION /DELTA REMARKS LINE # LENGTH DIRECTION /DELTA REMARKS O1 152.15 S89'59'41 "E 8"C900 PVC 3.00 N00'00'00 "E 6" C900 PVC O2 23.35 S00'00'1 9 "W 6" C900 PVC © 48.36 N00'02'42 "W 6" C900 PVC O3 31.54 N44'58'44 "E 8" C900 PVC 29.67 N90'00'00 "E 6" C900 PVC ® 7.07 N45'02'25 "W 8" C900 PVC CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: PRA CG BY: CHE BDS BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, BUS 4 CITY OF ENCINITAS BENCHMARK "ENC -30" INT. DATE PLANS PREPARED UNDER SUPERVI 10$ N OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G BEING A STANDARD M -10 ST MONUMENT PUBLIC WORKS DATE: I Z D - ENGLISH & ARTS CLASSROOM BUILDING STAMPED IS AT 3997" TH AT THE CENTER OF BRYAN D. SMITH DATE _ -� GC 800 SANTA FE DRIVE C-1 1 CUL -DE -SAC AT THE NORTH END OF OAK PLANNING R.C.E. NO.: C 75822 dESS WENS CHRISTOPHER . MA DOSKU ENCINITAS, CA RIVE CREST PARK DR, PER ROS 18416 REVIEWER ELEV = 388.479' (NAVD 88) CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2018 DATE g DATE PLANNING CASE N0: 14 -050 CDP UTILITY PLAN APN: 258 - 280 -04 SHEET 12 OF 16 \ \FUSCOE.CORP \SD \PANZURA \PROJECTS\ 307\ 013 \PLANS \DSA \307- 013GP- CII- UT.DWG (01 -29 -18 9:16:58AM) Plotted by: jesus garcia I" CHAMFER- OHAMF ER 1,mmO„ u r '- � � c I 1'_p* MIN TYPE -A WALL -. (APPLICABLE FOR ALL TYPES OF BACKFILL LOADINGS) EXPANSION JOINT 0 30" CENTERS (MAXI AND /OR EACH STEP 1 --1,12 1 SLOPE UNLIMTIER OR F2' LEVEL SURCHARGE H /2+10-' TYPE-B WALL ELEVATION TYPE -C WALL L GROUND UNE REFERENCE WALL {VEHICLE TR FF?C) CHAMFER CONiCRETE TYPE HEIGHT BASE /-LEVEL SURFACE jjjfff t EACH T *€'�. SliH .N ^,4.ai BE DE�i_ , H c T 4" 7ia RAY ro H 1/4" , ^,L C ><L rFD s 5, vLIi eFJP,E WIRE' M 'v, SCREEN, a ABOVE GOLF, TO NEXT SIZE, 2,CI:t CU I. x HERE ri i _L BE BID TEFL �.4. A DESIGN DATA 499 cri °fL Lt}ADitaiS EXTENDING DIRFGTED BY THE FHBITTEER Pr 3000 PSI ABOVE TOO OF WAIL L-' TYPICAL DRAINAGE WITHIN A LITSTANCE 0 Pc-x ZIT Of: HEIGHT EQUAL TO HEIGHT OF F2- 14.403 n} ft. THE WALL, RECi6e1nL. SLOPING SUCHARGE ARE DESIGNED IN 3tS eu fT H /2+10-' TYPE-B WALL ELEVATION TYPE -C WALL L GROUND UNE REFERENCE WALL TOP EXTENSDN IF SPECIFIED SEE r,,CNERAL. CONiCRETE TYPE HEIGHT BASE GF /r-T A DRAWING G.-24B t EACH T *€'�. SliH .N ^,4.ai BE DE�i_ , H c T 4" 7ia RAY ro H 1/4" , ^,L C ><L rFD s 5, vLIi eFJP,E WIRE' M 'v, SCREEN, a ABOVE GOLF, TO NEXT SIZE, 2,CI:t CU I. 1/2 PER FT. .0 A§f DRA114S 0 DESIGN DATA 499 cri °fL F„ 1200 PSI DIRFGTED BY THE FHBITTEER Pr 3000 PSI 7 SB cu Ft, EARTH T20 PC= TYPICAL DRAINAGE 4N s UIVAI ENT FLUID PRESSURE =36 PSF D5 CoMM....ee Pc-x ZIT Of: HEIGHT WHEN H S GREATER F2- 14.403 n} ft. t+ALLS 5HO'Oki FOR 1: -1/2:1 UNLIMITED RECi6e1nL. SLOPING SUCHARGE ARE DESIGNED IN 3tS eu fT C 4 0., FOR UNLOAITED SLOPING SURCHARGE WITH S;OO u fil. t* :. 42'. APPROX 30'-G" CENTERS OR AS DIRECTED BY NO -ET MAXIMUM JO+E PRESSURE- UNDER 8,75 Cu t't, WAD FOOTING = 1 - -1 /2 TTONS/SO, FT. jf SPECIAL DESIGN REQUIRED WHERE 12.04 eia TC NOTE: SEt C -10 FOR SECTION A -A, NOTES AND DETAILS, AP rov Dote ° SAN DIEGO REGIONAL STANDARD DRAWING erckav 1w75 ANN iL9.�liSlil�® 1/2" R -.I 2" WEAKENED RLME JOINT k i y �,^ �3 .. GUTTER TINE. 2" s T *EXTEND CURB 12' MIN. BELOW SUB -GRADE PIS 6" CURB 8" CURB L FA =0.IT 5q.. AREA 7.12. SO, Ft. *FOR CURB ADJACENT TO LANDSCAPING OR UNPAVED EARTH, EMEND BOTTOM OF CURB 6- MIN. BELOW PROPOSED PAVEMENT SECTION BASE EXTEND 12° MIN. BELOW SUB -GRADE OF \R CONCRETE SHALL BE 560 -C-Z250, TOP EXTENSDN IF SPECIFIED SEE r,,CNERAL. Fi:LER MCTEftgAMAX DESIGN CONDITIONS CRUSHED AGGREGATE 4 GU. FT. WALLA '=4E TO OF USED c4}R 'HE F _ f� IN AT EACH DRAIN_ L€ ADI'YU CONDITIONS -H1's'AN F6r. DRAWING G.-24B t EACH T *€'�. SliH .N ^,4.ai BE DE�i_ , H c T 4" 7ia RAY ro H 1/4" , ^,L C ><L rFD s 5, vLIi eFJP,E WIRE' M 'v, SCREEN, a ABOVE GOLF, TO NEXT SIZE, OUTSIDE GROUND SURFACE. SLOPE I. 1/2 PER FT. .0 A§f DRA114S 0 DESIGN DATA T 5 rU CENTER Tu, CENTER OR AS F„ 1200 PSI DIRFGTED BY THE FHBITTEER Pr 3000 PSI IOU Approved EARTH T20 PC= TYPICAL DRAINAGE 4N s UIVAI ENT FLUID PRESSURE =36 PSF D5 CoMM....ee Pc-x ZIT Of: HEIGHT WHEN H S GREATER w..1_...._..__. THAN 4r "3° t+ALLS 5HO'Oki FOR 1: -1/2:1 UNLIMITED RECi6e1nL. SLOPING SUCHARGE ARE DESIGNED IN ACCORDANCE LATH RANKINE S FORMULA, 1.12" EXPANSION JOINT, FILL WITH PREMO- J-':7 FOR UNLOAITED SLOPING SURCHARGE WITH EXPANSION JOINT FILLER. LOCATE JOINTS AT t* :. 42'. APPROX 30'-G" CENTERS OR AS DIRECTED BY NO -ET MAXIMUM JO+E PRESSURE- UNDER THE EW VEER: ---. WAD FOOTING = 1 - -1 /2 TTONS/SO, FT. jf SPECIAL DESIGN REQUIRED WHERE _ 10tTIN G MATERIAL IS INCAPABLE OF " Wt. H .. k T II,;u T HI S PRESSURE - EXCAVATION AND BACKFILL T CINPACTION OF BACKFILL. MATERIAL W JETTING OR PONDIHG WITH WATER AT,,, hQT BE PERGirrict) EACH IAYEF OF BACKFILL SHALL BE MOISTEN' ED DIRECTED By THE ENGINEER AND THOPOd ALOHLV TAPPED. ROLLED AP O HE WTPF rCCMP.IGEED UNTIL THE RELATIVE CGIAT'AL"TGLI IS nN €jr LESS THAN �)O PERCENT, NO L CKFiLL MATERIAL SHALL BE DEPOSITED ACAINST .CANGRETE R TAINING WALLS UNTIL THE CONCRETE HAD DEVELOPED A` STRENGTH OF 2,500 . PSI IN rvMPRES&ON AS DETERMINED BY CST CYLINDERS, OR DNTIL 28 DAYS 3/8;; Aa ER WALL HAS BEEN PLACED, 1/2- _y - WATER STOP. USE ONLY CHAMFER; WHEN WATERTIGHT JOINT ,S REQUIRED, SEE WATER STOP DETAIL. SECTION AAA PERMEABLE PAVERS w m WIDTH SHOWN ON PLANS 1/ 2' 1 s S WEAKENED PLANE JOINT L 1-1/2- EXCEPT WHERE ELEVATIONS EXISTING CURB SHOWN INDICATE OTHERWISE GUTTER NOTES: 1. CONCRETE SHALL BE 520 -C -2500, 2. SEE STANDARD DRAWINGS 0-9 AND G -10 FOR JOINT DETAILS_ LEGEND ON .PLANS 3. SLOPE TAP OF CURB 2% MAX TOWARD GUTTER, SAN DIEGO REGIONAL STANDARD DRAWING I REgONAL sTANO;tROS couuEr CURBS AND GUTTER - SEPARATE E ARPERSpN RCE +92+6 DATE MODIFIED NUMAPR G' -1 EXISTING AG_ AND BAS SEE r,,CNERAL. /-ASPHALT ONCRE-C IT 1 ESC, {v€I1, L °AWItiG RUBBER WATERSTOP 6-345 5 STANDARD fib rt1Vh{j Cate _� IferC ^. �l7IJ5 DRAWING G.-24B STANDARD USE ONLY WHEN WATERTIGHT : =vt,I T2" '13 ' -BASF MATERIAL I. SEL GENERAL JOINT IS REQUIRED_ NOEL- 5 STANDARD ?HE A-N XEGq DRAINING 0-1413 Revisior IOU Approved Date' RETAINING WALL REf CIAME.a D5 CoMM....ee _.....�..°... w..1_...._..__. ,. _ SAN DIEGO REGIONAL STANDARD DRAWING RECi6e1nL. oR rivAl I Kercn ova! 12/75 MATERIAL aw? 924E Date ?"±d that: t.,, °._.i i, 3tantan AEYE.,e deFx 8. ,; sH I, 031,031 QSn+ GENERAL NOTES AND DETAILS jf C -D� " " "M" $ ` $`yet " FOR GRAVITY RETAINING WALLS DRAW AWING G--241 1NUMBL PERMEABLE PAVERS w m WIDTH SHOWN ON PLANS 1/ 2' 1 s S WEAKENED PLANE JOINT L 1-1/2- EXCEPT WHERE ELEVATIONS EXISTING CURB SHOWN INDICATE OTHERWISE GUTTER NOTES: 1. CONCRETE SHALL BE 520 -C -2500, 2. SEE STANDARD DRAWINGS 0-9 AND G -10 FOR JOINT DETAILS_ LEGEND ON .PLANS 3. SLOPE TAP OF CURB 2% MAX TOWARD GUTTER, SAN DIEGO REGIONAL STANDARD DRAWING I REgONAL sTANO;tROS couuEr CURBS AND GUTTER - SEPARATE E ARPERSpN RCE +92+6 DATE MODIFIED NUMAPR G' -1 TYPE A 1 -1/2" THICK :1 PERMITTED EXISTING AG_ AND BAS SEE r,,CNERAL. /-ASPHALT ONCRE-C IT 1 ESC, {v€I1, L °AWItiG ASPHALT CONr`€RETE SEE GENERAL NOTE 6-345 5 STANDARD fib rt1Vh{j Cate _� IferC ^. �l7IJ5 DRAWING G.-24B STANDARD y RANDA D : =vt,I T2" '13 ' -BASF MATERIAL I. SEL GENERAL CONCRETE NOEL- 5 STANDARD DRAINING 0-1413 TYPE A 1 -1/2" THICK :1 PERMITTED _0 0 TYPE 8 HULL AND OVERLAY EXISTING 4.C, AND BASF s E tsElvtPAL r- A' F, r I NOTE 1 1 CONCRFTIr SLE 6" ASPHALT GI.NI RCf r ?TL: LAC}# CC}Nr RITE SEE 3 AISDARD F aIAi31,.t', D 'SIDE TABLE `a`34NLvh'R... a- L.RFayWI.VL r _. D L7RhV+IN, G 248 Aa - : G-248 ;. 24: n P DR. .PJ4PJC: . SEE GE "JFRALt.. NOTE 1 ®•.( ._ r.Tr3i4ulTSi -BASE MATERIAL ILI B.,SE ..1._ MATERIAL Cdr DRA'AINIG G -24R TEi2lAL SEE TABLE I ,SEE GENERAL ,{ STANDARD SEE 3 DRANNG G -2'48 STANDARD DRAWING G -248 NOTE: SEE. STANDARD DRAWING G-249 0 0 1' IT. FOi' PHASE 11 DETAILS TYPE C TYPE D - PHASE I REVTSION BY APPROVED DATE RtGMPJPaC,E6 Ur NiF SAW DIEAO SAN DIEGO REGIONAL STANDARD DRAWING REC40NAL v =ANOAFO` COMMITTEE ORNINAt I EARXIMSON 02195 .I. ap3, ME rr3R� l ,.m 3rA roe os Las 7t2xF1IE rZ Pr LA, a 1 rye. ,_ TRENCH RESURFACING k1 fJ Rn E Ike fPt7 Mp NR "y 231,= ASPHALT CONCRETE STREETS DrASwI ,' G -24A_ NUMBER fihw" wok. `w' s W It e g- G MI a ufte mm e atw+n l J er _ cvfP i � i Vii' (®, °'• td4" wr iSec mt Crv,al)~:.aj � ���W? i "R n & p}t H m d,VV:P �A . w laaa. Fm 039 pipe we Ox,tle ... o.. - AL RETAINI G N WALL FACE OF WALL OUTLET RETANIN; wAAL, °,d'fTER OUTLET WALL DRAIN DETAIL RMimI k a \s ,.L --RM ­ .ee -Lxtno v. WALL. c ^ _PiJ,N ,F. n- .,d WALL PLWa- GaNiTNOaliS "WALL INHERE GUTTER POT rtF „ „SiUiicC.D DRAIN THROUGH RETURN NALL SECTION A -A. sanwek M vcr,Teu ene l s a? v Of gp- r�o-Pm i $HALO.. e. A� k B ! b &rxvmeff nMA Arye _ dPevc9 5. � � 39�t "Umk jy Ni1TE. g t) wn 0 g,h,, h, Eu _,t Csb llwn tFo `:al qrt r,", q* ?,b/4Liprt ual, Ite, Make ° m4 t rt e m 1. £doe aC' -<3rg ­h, r e t, ,V4 PoNS p y TYPICAL. GUTTER DETAIL OUTLET DETAIL - SELTON 5wf! st >n,irra "«t:�al .erar r Ft- r 1 =ra4 Lae pdMvw tD fMtt l . aJ El J tr r,,, I F e 9t 2.. fib Y ¢r tz.. a=n mkt i x t� t r g ear,.ri m u cc°.Ixi„n en ,eero : 4r. ••c teas md" ia"} so c,r e--" h ,e u im v1 - u,ft4 e t ab. ehoeu GRATE DETNL s ,/ / AT ,,t , c ,we 4 cx 2 v w ft i,eE,brn iWm ,3/( E I.- , e oc: k.,e wAhln /•� iu. fi,h, a 2 ,w nnia.e5rv¢ 6, oelap 3-2 -' 2 P &rt 4' -a 1 rct 1 4 Lcmt ov 't Lea he, 12`3 RETAINING WALT UTILITY OPcYlNO Mw tlfe e! upen0q.W 4$' to ce maSdn moluev -t+a a.m C -,a Revision 8y Ap roweG ITDate aECC n<e n Is S OE petGdIVAL Kerohye• i3/7. SAN DIEGO REGIONAL. STANDARD DRAWING REGICNAL STAND, Ra <oar+A :r1 Add Metre , stdntgn R3 /03 MODIFIED REINFORCED CONCRETE 9 Y f M t. � r 5etelE 7/71 Cl avpYSarI Rf C 19F45 Gutk Ra „ah.d E?5 =, st9,: , tt114 RETAINING WALL DETAILS No. 2 PRAIM P� (;.`14 Ga4 I7 }L THICK SID£H. COL MILL MILT. AND OVERLAY TYPE FI S -PHASE II �T��LUS BASE 7B" MEN. j FINISH PAVING MAJOR OR 12.D" jj GREATER GENERAL NOTES: 1 TRENCH EDGES TO BE SAWCUT A MINIMUM OF 6" WIDER THAN TRENCH FOR 3' WIDE OR LESS, AND 112" WIPER FOR TRENCHES OVER S tNOE ON EACH SIDE OF TRENCH, EXCEPT TYPE 8, 2, FXISTWO A.C. Si-ALL BE SAWCUT AND REMOVED IN SUCH A MANNER. S6 AS NOT TO TEAR, BULGE, OR ORPLACE ADJACENT PAVEMENT EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTEALINE, WHEN PRACTICAL. 3. BASE MATERIAL SHALL MATCH THE THICKNESS OF EXISTING BASE OR AS SHOWN ON PLAN, AEC.. MAY BE SUBSTITUTED FOR BASE MATERIAL WITH PRIOR AGENCY APPROVAL TYPE C - SEE TABLE; 4. A TACK CDAT OF ASPHALTIC EMULSION OR PAVING ASPTTALT SHALL BE APPLIED TO EXISTING A.0 OR P_C.0 CONTACT SURFACES PRIOR TO RESURFACING, 5. ASPHALT CON "BETE. REGLRFACIN.G. A. MINIVTOM TOTAL THICKNESS STIA11 BE ONE INCH GREATER THAN EXISTING A.C. OR AS SHOWN ON PLAN, B, A.0 $HALL RE PDT PLANT MIX, C. TYPE C - ALE TABLE 6. ALL A.C. R".S Rr ACiKC SHALL BE sAL COATED AN vl d1LK FIE} ASPHALT A ND COVERED „! T T SAND. GII SE . ,M1C SHALL BE APPLIED AS REQUIRED BY Ar,ENi:Y° 7. PAVEMENT FABRIC SHALL BE INSTALLED WHEN RLIDWREU BY AGENCY, TYPE B 6c C NOTES: • ASPHALT TRENCH CAPS IN STREETS NOT RECEIVING A PULL WOTH OVERLAY PRIOR TI^, ACCEPTANCE SHA..L BE BASE-PAVED TO MA:1CH EXISTING .ADJACENT PAVEMENT SURFACE, NIT LESS THAN 30 DAYS AFTER N'PIIA:. ASPHALT PLACEMENT, TRENCH CAP SHALL BE MILLED AS SHOWN AND RESURFACED WITH 1/2» TYPE NI CLASS C2 ASPHALT, • UPON APPROVAL OF ALL PIPELINE TESTING AND TIE -INS FROM THE AGENCY, THE CONTRACTOR SHALL COLD Si"Gr. THE TTCENQFf REPAIR TO A. DEPT OF 5 - °/2" ONE FOOT WIDE THAN 711E TRENCH WIDTH ON BOTH SIDES. WHEN EDGE OF COLD MILL LINE IS WITHIN 18" OF ANY STRUCTURE, EDGE Or PAVEMENT, ADJACENT TRENCH, OR OTHt ER HAVING '(BN LINE THE =:OLD MILL SHALL BE EX7EI°tDED TO THE EXISTING STRUCTURE. jOV LINE, OR EDGE OF PAVEMENT. 3, ANY STREET TRENCH 7 FEET 1N WIDTH OR GREATER AND LONGER, THAN 100 FEET IN OVERALL LF.INCTH SHALL BE RECONSTRUCTED AS D REDIFD BY AGENCY, TYPE D NOTES: 1, ALL AREAS O= EXISTING AC LESS THAN 48" WIDE REMAINING A-TER TRENCHING SHALL BE COLD MILLED AND PAVED PER TYPE, C3. - PHASE H FINISH PAVING OETAIL 2. PHASE 11 PAVING SHALL BE COMPLETED NOT EARLIER THAN 14 CALENDAR DAYS AND NOT LATER THAN 75 CALENDAR DAYS .AFTER PHASE I PAVING: ON BY APPROVED DATE ANCOMMENOW BY nfe SAN EW 40 Yf,L u1{ uR }4t+ pD,+,%.. SAN DIEGO REGIONAL STANDARDS DRAWING WOON+A ST?NDARDS 004WOEE TRENCH RESURFACING c;A -a; W f m F ,92 -16 DALE NOTES AND DETAILS °RAVING G_24H aWtltura J4 x 'F -G" Intel 2 eo r, So. no ELEVATION SECTION WEEP HOLE AND PERVIOUS BACKFILL DETAIL 3--1 i W%deo geode the not D oaL rc" n.rn d ah C w bits arery jd o i4 nr i nod o uoeR o{hc fin 'A fc . 1oe_ 'If T cn,.mfer Mmr ,, of bar at an the ecaased foee. C,r.. ce note B y ChamFer AE & _sac McIl A '. SECTION DETAIL A WEAKENED PLANES DETAIL 3 -2 Tep of «011 ----t Mort 3�-4 -�, S? ma pails 3-1 t� }� DeW,T 1 -2 frarea.3�4 NOTES 24, Top at taaifng w A, 4' ®wmarq ,lrnfa U' 25 n enke sa c¢nter (9 c c yx ead Z-c ter TYp' 4 R» 9 ftfl 1. Fur cl!`t 4,[Nnsnt te, & ry j1 s 2ts, WALL EXPANSION JOINTS prevde 4 _CV[ r or b rtv,. c°*aene ride uad to .d. »M o d chev, ALL EXPANSION POINT : Ihfu curb face. Et,,,eed ai htlrcss ah,, 6e 16G9red 3" t d,t,v rn , 3ratle- DETAiL 3 -3 R. 6- sq arw Ismiw uO",, xa steal vi,. 4 areasb hordwaro "et", (k.r, rte fiEmedar 0,13') n, lre, f h1l, P :amlaEE: C.One c"C°E 10aL Pere, se bao9 ra 4raterm1 ,n d b"I" %ark, s,cordY tAd V Rem.. ea kol.. ,rmc., -i ..cnt'nuo "s behind reldnirut .11, W4tonstop no to" 5 er mon, pairs of ra€aad nus to Provide At m +h min Ay' :sass- socuun: tf2'° Ivamoolad 91ea pn earn hafl of the " " aysans or Thom Nkh stop Height or her to Re r0toq other thlckna#s -- A(33` mfn, a We, Hinterio! u eta" eisenhere. ma.th __,ri 1.7 9' in ta8kdess gMr hh, f I idler add "dj"t{p 1 'N9te{ti *,9p 3a °Ch. :fr $d 8s- m� fDa £'Mtiiktg mtriPl HOIn w,i EmIN tome of rroi€ 1 b¢ U n t u ; oe.15c 4f2' Of. the ED {a ire, e, , e ,. ntC Pie Feb to IT € #d c n rn 0 t2 rnox WALL EXPANSION JOINT WATERSTUP "mtanwg to xupno: tl retoy rr DETAIL 3 -4 DETAIL 3 6 proper go:et an due,rrg .,.4 ate: pbreme 1. rV (V - /-ASPHALT ONCRE-C SCE GENERAL IN;,)TE fib rt1Vh{j Cate _� IferC ^. �l7IJ5 SAN DIEGO REGIONAL STANDARD y RANDA D : =vt,I T2" DRAWING 74B EAC7f CONCRETE -1 1 J TriICK SIDE I COLD MCL ANI T. s.9nln+ 1Ii15 RETAINING WALL DETAILS I OVE'I AT `SE MATERIAL GENERAL T' 3 ANDARD AWING G--241 _0 0 TYPE 8 HULL AND OVERLAY EXISTING 4.C, AND BASF s E tsElvtPAL r- A' F, r I NOTE 1 1 CONCRFTIr SLE 6" ASPHALT GI.NI RCf r ?TL: LAC}# CC}Nr RITE SEE 3 AISDARD F aIAi31,.t', D 'SIDE TABLE `a`34NLvh'R... a- L.RFayWI.VL r _. D L7RhV+IN, G 248 Aa - : G-248 ;. 24: n P DR. .PJ4PJC: . SEE GE "JFRALt.. NOTE 1 ®•.( ._ r.Tr3i4ulTSi -BASE MATERIAL ILI B.,SE ..1._ MATERIAL Cdr DRA'AINIG G -24R TEi2lAL SEE TABLE I ,SEE GENERAL ,{ STANDARD SEE 3 DRANNG G -2'48 STANDARD DRAWING G -248 NOTE: SEE. STANDARD DRAWING G-249 0 0 1' IT. FOi' PHASE 11 DETAILS TYPE C TYPE D - PHASE I REVTSION BY APPROVED DATE RtGMPJPaC,E6 Ur NiF SAW DIEAO SAN DIEGO REGIONAL STANDARD DRAWING REC40NAL v =ANOAFO` COMMITTEE ORNINAt I EARXIMSON 02195 .I. ap3, ME rr3R� l ,.m 3rA roe os Las 7t2xF1IE rZ Pr LA, a 1 rye. ,_ TRENCH RESURFACING k1 fJ Rn E Ike fPt7 Mp NR "y 231,= ASPHALT CONCRETE STREETS DrASwI ,' G -24A_ NUMBER fihw" wok. `w' s W It e g- G MI a ufte mm e atw+n l J er _ cvfP i � i Vii' (®, °'• td4" wr iSec mt Crv,al)~:.aj � ���W? i "R n & p}t H m d,VV:P �A . w laaa. Fm 039 pipe we Ox,tle ... o.. - AL RETAINI G N WALL FACE OF WALL OUTLET RETANIN; wAAL, °,d'fTER OUTLET WALL DRAIN DETAIL RMimI k a \s ,.L --RM ­ .ee -Lxtno v. WALL. c ^ _PiJ,N ,F. n- .,d WALL PLWa- GaNiTNOaliS "WALL INHERE GUTTER POT rtF „ „SiUiicC.D DRAIN THROUGH RETURN NALL SECTION A -A. sanwek M vcr,Teu ene l s a? v Of gp- r�o-Pm i $HALO.. e. A� k B ! b &rxvmeff nMA Arye _ dPevc9 5. � � 39�t "Umk jy Ni1TE. g t) wn 0 g,h,, h, Eu _,t Csb llwn tFo `:al qrt r,", q* ?,b/4Liprt ual, Ite, Make ° m4 t rt e m 1. £doe aC' -<3rg ­h, r e t, ,V4 PoNS p y TYPICAL. GUTTER DETAIL OUTLET DETAIL - SELTON 5wf! st >n,irra "«t:�al .erar r Ft- r 1 =ra4 Lae pdMvw tD fMtt l . aJ El J tr r,,, I F e 9t 2.. fib Y ¢r tz.. a=n mkt i x t� t r g ear,.ri m u cc°.Ixi„n en ,eero : 4r. ••c teas md" ia"} so c,r e--" h ,e u im v1 - u,ft4 e t ab. ehoeu GRATE DETNL s ,/ / AT ,,t , c ,we 4 cx 2 v w ft i,eE,brn iWm ,3/( E I.- , e oc: k.,e wAhln /•� iu. fi,h, a 2 ,w nnia.e5rv¢ 6, oelap 3-2 -' 2 P &rt 4' -a 1 rct 1 4 Lcmt ov 't Lea he, 12`3 RETAINING WALT UTILITY OPcYlNO Mw tlfe e! upen0q.W 4$' to ce maSdn moluev -t+a a.m C -,a Revision 8y Ap roweG ITDate aECC n<e n Is S OE petGdIVAL Kerohye• i3/7. SAN DIEGO REGIONAL. STANDARD DRAWING REGICNAL STAND, Ra <oar+A :r1 Add Metre , stdntgn R3 /03 MODIFIED REINFORCED CONCRETE 9 Y f M t. � r 5etelE 7/71 Cl avpYSarI Rf C 19F45 Gutk Ra „ah.d E?5 =, st9,: , tt114 RETAINING WALL DETAILS No. 2 PRAIM P� (;.`14 Ga4 I7 }L THICK SID£H. COL MILL MILT. AND OVERLAY TYPE FI S -PHASE II �T��LUS BASE 7B" MEN. j FINISH PAVING MAJOR OR 12.D" jj GREATER GENERAL NOTES: 1 TRENCH EDGES TO BE SAWCUT A MINIMUM OF 6" WIDER THAN TRENCH FOR 3' WIDE OR LESS, AND 112" WIPER FOR TRENCHES OVER S tNOE ON EACH SIDE OF TRENCH, EXCEPT TYPE 8, 2, FXISTWO A.C. Si-ALL BE SAWCUT AND REMOVED IN SUCH A MANNER. S6 AS NOT TO TEAR, BULGE, OR ORPLACE ADJACENT PAVEMENT EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTEALINE, WHEN PRACTICAL. 3. BASE MATERIAL SHALL MATCH THE THICKNESS OF EXISTING BASE OR AS SHOWN ON PLAN, AEC.. MAY BE SUBSTITUTED FOR BASE MATERIAL WITH PRIOR AGENCY APPROVAL TYPE C - SEE TABLE; 4. A TACK CDAT OF ASPHALTIC EMULSION OR PAVING ASPTTALT SHALL BE APPLIED TO EXISTING A.0 OR P_C.0 CONTACT SURFACES PRIOR TO RESURFACING, 5. ASPHALT CON "BETE. REGLRFACIN.G. A. MINIVTOM TOTAL THICKNESS STIA11 BE ONE INCH GREATER THAN EXISTING A.C. OR AS SHOWN ON PLAN, B, A.0 $HALL RE PDT PLANT MIX, C. TYPE C - ALE TABLE 6. ALL A.C. R".S Rr ACiKC SHALL BE sAL COATED AN vl d1LK FIE} ASPHALT A ND COVERED „! T T SAND. GII SE . ,M1C SHALL BE APPLIED AS REQUIRED BY Ar,ENi:Y° 7. PAVEMENT FABRIC SHALL BE INSTALLED WHEN RLIDWREU BY AGENCY, TYPE B 6c C NOTES: • ASPHALT TRENCH CAPS IN STREETS NOT RECEIVING A PULL WOTH OVERLAY PRIOR TI^, ACCEPTANCE SHA..L BE BASE-PAVED TO MA:1CH EXISTING .ADJACENT PAVEMENT SURFACE, NIT LESS THAN 30 DAYS AFTER N'PIIA:. ASPHALT PLACEMENT, TRENCH CAP SHALL BE MILLED AS SHOWN AND RESURFACED WITH 1/2» TYPE NI CLASS C2 ASPHALT, • UPON APPROVAL OF ALL PIPELINE TESTING AND TIE -INS FROM THE AGENCY, THE CONTRACTOR SHALL COLD Si"Gr. THE TTCENQFf REPAIR TO A. DEPT OF 5 - °/2" ONE FOOT WIDE THAN 711E TRENCH WIDTH ON BOTH SIDES. WHEN EDGE OF COLD MILL LINE IS WITHIN 18" OF ANY STRUCTURE, EDGE Or PAVEMENT, ADJACENT TRENCH, OR OTHt ER HAVING '(BN LINE THE =:OLD MILL SHALL BE EX7EI°tDED TO THE EXISTING STRUCTURE. jOV LINE, OR EDGE OF PAVEMENT. 3, ANY STREET TRENCH 7 FEET 1N WIDTH OR GREATER AND LONGER, THAN 100 FEET IN OVERALL LF.INCTH SHALL BE RECONSTRUCTED AS D REDIFD BY AGENCY, TYPE D NOTES: 1, ALL AREAS O= EXISTING AC LESS THAN 48" WIDE REMAINING A-TER TRENCHING SHALL BE COLD MILLED AND PAVED PER TYPE, C3. - PHASE H FINISH PAVING OETAIL 2. PHASE 11 PAVING SHALL BE COMPLETED NOT EARLIER THAN 14 CALENDAR DAYS AND NOT LATER THAN 75 CALENDAR DAYS .AFTER PHASE I PAVING: ON BY APPROVED DATE ANCOMMENOW BY nfe SAN EW 40 Yf,L u1{ uR }4t+ pD,+,%.. SAN DIEGO REGIONAL STANDARDS DRAWING WOON+A ST?NDARDS 004WOEE TRENCH RESURFACING c;A -a; W f m F ,92 -16 DALE NOTES AND DETAILS °RAVING G_24H aWtltura J4 x 'F -G" Intel 2 eo r, So. no ELEVATION SECTION WEEP HOLE AND PERVIOUS BACKFILL DETAIL 3--1 i W%deo geode the not D oaL rc" n.rn d ah C w bits arery jd o i4 nr i nod o uoeR o{hc fin 'A fc . 1oe_ 'If T cn,.mfer Mmr ,, of bar at an the ecaased foee. C,r.. ce note B y ChamFer AE & _sac McIl A '. SECTION DETAIL A WEAKENED PLANES DETAIL 3 -2 Tep of «011 ----t Mort 3�-4 -�, S? ma pails 3-1 t� }� DeW,T 1 -2 frarea.3�4 NOTES 24, Top at taaifng w A, 4' ®wmarq ,lrnfa U' 25 n enke sa c¢nter (9 c c yx ead Z-c ter TYp' 4 R» 9 ftfl 1. Fur cl!`t 4,[Nnsnt te, & ry j1 s 2ts, WALL EXPANSION JOINTS prevde 4 _CV[ r or b rtv,. c°*aene ride uad to .d. »M o d chev, ALL EXPANSION POINT : Ihfu curb face. Et,,,eed ai htlrcss ah,, 6e 16G9red 3" t d,t,v rn , 3ratle- DETAiL 3 -3 R. 6- sq arw Ismiw uO",, xa steal vi,. 4 areasb hordwaro "et", (k.r, rte fiEmedar 0,13') n, lre, f h1l, P :amlaEE: C.One c"C°E 10aL Pere, se bao9 ra 4raterm1 ,n d b"I" %ark, s,cordY tAd V Rem.. ea kol.. ,rmc., -i ..cnt'nuo "s behind reldnirut .11, W4tonstop no to" 5 er mon, pairs of ra€aad nus to Provide At m +h min Ay' :sass- socuun: tf2'° Ivamoolad 91ea pn earn hafl of the " " aysans or Thom Nkh stop Height or her to Re r0toq other thlckna#s -- A(33` mfn, a We, Hinterio! u eta" eisenhere. ma.th __,ri 1.7 9' in ta8kdess gMr hh, f I idler add "dj"t{p 1 'N9te{ti *,9p 3a °Ch. :fr $d 8s- m� fDa £'Mtiiktg mtriPl HOIn w,i EmIN tome of rroi€ 1 b¢ U n t u ; oe.15c 4f2' Of. the ED {a ire, e, , e ,. ntC Pie Feb to IT € #d c n rn 0 t2 rnox WALL EXPANSION JOINT WATERSTUP "mtanwg to xupno: tl retoy rr DETAIL 3 -4 DETAIL 3 6 proper go:et an due,rrg .,.4 ate: pbreme 1. rV (V llpl5TE6 NOT TO SCALE U, -� E -SEE NOTE H 2 Y2" R' L, BASE S d= 4.• J NOTE 3 -SEE PA:i`ERN. SIZE & 0.9„ OPI _NTATION ARE PEP 4AIIlTA,1TJRER'S RECOMMEflDARON SAN N DIEGO REGIONAL STANDARD DRAWING TRUNCATED DOMES MODIFIED SEE NOTE 1/4' q 7 Dim DETAIL A 12" WIDE BORDER rcJ +a.OX EDGE AOF TRUNCATED ONES DETAIL 8 SEE NOTE 7 NOTES S i. THE REMOVAL OF EXISTING CONCRETE ONCRETE CURE CUTTER, SIDEWALK, £ AUC AND PAVEMENT FOR PEDESTRIAN RAMP ,INSTALLATION SHALE. COMPLY WITH STANDARD DRAWING, G--11, FOR CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS. REMOVAL OF ADDITIONAL SIDEWALK MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE - 2. CONCRETE SHALL BE CLASS 520 -C -2500. 3, AREAS SHOWN THUS, -:k`i, SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP, AREAS SHOWN THUS: = ARE THE MINIMUM REQUIRED FOR A COMPLETE RAMP INSTALLATION, 4. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC, ARE ENCOUNTERED, THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY, 5. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE BEYOND THE RAMP SHALL NOT EXCEED 20:9 (57). 6. LANDING CROSS SLOPE SHALL BE 2,0% MAX IN BOTH DIRECTIONS. 7. EDGE OF TRUNCATED? DOME PANEL SHALL BE LOCATED 6" MINIMUM AND 8" MAXIMUM FROM THE GUTTER FLOWUNE. aNaL eIN SAN DIEGO REGIONAL STANDARD DRAWING ADD iiiio,E 1, STANMN 03/03 DPDtE D IAA» tl, DT GENERAL NOTES FOR CURB RAMPS RL'lISEU r M110H 04/06 troDATIED WI MR/CV a3 /i2 Im SAN DIEGO alas OammTU �" 2126mo-z 192+1$ BATE: G -32A QFLOFESS101V cb m = m u T�t FUSCM C 75822 * EXP. 06 -30 -18 a tr �\P 1 Nil N CIVIL E!! I N i TgTF OF CALIFO� 6390 Greenwich Drive, Suite 170, San Diego, California 92122 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS m DEVELOePMENT STERVICES DEPARTMENT DRAWING NO. JCG CITY OF ENCINITAS BENCHMARK "ENC =30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G BEING A STANDARD M -10 ST MONUMENT PUBLIC WORKS DATE: IENGLISH & ARTS CLASSROOM BUILDING STAMPED "LS 3997" AT THE CENTER OF BRYAN D. SMITH DATE PLANNING � 800 SANTA FE DRIVE C -12 CUL -DE -SAC AT THE NORTH END OF OAK R.C.E. NO.: C 75822 JES o ENS cHRlsroPHE L. MAGDOSKU ENCINITAS, CA RIVE CREST PARK DR, PER DOS 18416 REVIEWER BRYAN D. SMITH 8 I 20/2 -Ltd /� REGIONAL STANDARD DETAILS ELEV = 388.479' (NAND 88) CITY ENGINEER DATE INSPECTOR EXP.: 06 -30 -2018 DATE DATE PLANNING CASE NO: 14 -050 CDP APN: 258- 280 -04 SHEET 13 OF 16 \ \FUSCOE.CORP \SD \PANZURA \PROJECTS \307 \013 \PLANS \DSA \307- 013GP- C12- 14- RSD.DWG (01 -29 -18 9:17:10AM) Platted by: jesus gorcia i I - 704ematire AetdW may oo- bm4kad For 9p&+!"a,f9i ar the eng.,riar, fib rt1Vh{j Cate _� IferC ^. �l7IJ5 SAN DIEGO REGIONAL STANDARD RECGMtAENREO. By THe' SAN DRAWING REGIONAL STANDARDS COW : =vt,I REINFORCED CONCRETE T. s.9nln+ 1Ii15 RETAINING WALL DETAILS No. 3 llpl5TE6 NOT TO SCALE U, -� E -SEE NOTE H 2 Y2" R' L, BASE S d= 4.• J NOTE 3 -SEE PA:i`ERN. SIZE & 0.9„ OPI _NTATION ARE PEP 4AIIlTA,1TJRER'S RECOMMEflDARON SAN N DIEGO REGIONAL STANDARD DRAWING TRUNCATED DOMES MODIFIED SEE NOTE 1/4' q 7 Dim DETAIL A 12" WIDE BORDER rcJ +a.OX EDGE AOF TRUNCATED ONES DETAIL 8 SEE NOTE 7 NOTES S i. THE REMOVAL OF EXISTING CONCRETE ONCRETE CURE CUTTER, SIDEWALK, £ AUC AND PAVEMENT FOR PEDESTRIAN RAMP ,INSTALLATION SHALE. 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, -:k`i, 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 20:9 (57). 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 FLOWUNE. aNaL eIN SAN DIEGO REGIONAL STANDARD DRAWING ADD iiiio,E 1, STANMN 03/03 DPDtE D IAA» tl, DT GENERAL NOTES FOR CURB RAMPS RL'lISEU r M110H 04/06 troDATIED WI MR/CV a3 /i2 Im SAN DIEGO alas OammTU �" 2126mo-z 192+1$ BATE: G -32A QFLOFESS101V cb m = m u T�t FUSCM C 75822 * EXP. 06 -30 -18 a tr �\P 1 Nil N CIVIL E!! I N i TgTF OF CALIFO� 6390 Greenwich Drive, Suite 170, San Diego, California 92122 CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS m DEVELOePMENT STERVICES DEPARTMENT DRAWING NO. JCG CITY OF ENCINITAS BENCHMARK "ENC =30" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G BEING A STANDARD M -10 ST MONUMENT PUBLIC WORKS DATE: IENGLISH & ARTS CLASSROOM BUILDING STAMPED "LS 3997" AT THE CENTER OF BRYAN D. SMITH DATE PLANNING � 800 SANTA FE DRIVE C -12 CUL -DE -SAC AT THE NORTH END OF OAK R.C.E. NO.: C 75822 JES o ENS cHRlsroPHE L. MAGDOSKU ENCINITAS, CA RIVE CREST PARK DR, PER DOS 18416 REVIEWER BRYAN D. SMITH 8 I 20/2 -Ltd /� REGIONAL STANDARD DETAILS ELEV = 388.479' (NAND 88) CITY ENGINEER DATE INSPECTOR EXP.: 06 -30 -2018 DATE DATE PLANNING CASE NO: 14 -050 CDP APN: 258- 280 -04 SHEET 13 OF 16 \ \FUSCOE.CORP \SD \PANZURA \PROJECTS \307 \013 \PLANS \DSA \307- 013GP- C12- 14- RSD.DWG (01 -29 -18 9:17:10AM) Platted by: jesus gorcia i I SEE WF 04 m ELEVATION _ �v :2 FINISH CRITE $ ' m m 4. (SEE IitHE 8) 71 L: S PER AGENCY qF 6 E L_­41 SEE NOTE 12 -1 NOTES:15. 1) REFER TO AGENCY SPEGIFICAMONS'WHERE APPLICABLE 2 THE NUMBER Of OUTLETS SHALL BE AS SHOWN ON PLANS }} 3 . FIRE HYDRANT FLANGE SHALL BE 6'i t IT ABOVE TOP OF CURB OR ".SPLASH PAD SEE PLANS FOR ELEVATION 4 LOCATE FIRE HYDRANT AS SHOWN ON WF-04 5 }, INSTALL WARNINGADEN- RFICATION TAPE AS SHOWN ON WP-01 8 FIRE HYDRANT FLANGE BOLTS SHALL BE BREAK AWAY BOLTS INSTALLED WITH NUTS ON TOP OF THE FLANGE. BOLT SHAFT SHALL BE FILLED WITH SILICONE SEALANT 7) CONNECTIONS T4 STEEL MAWS WILL BE MADE IN ACCORDANCE WITH AGENCYS - SPECIFICATIONS = 8): MATERIALS SHALL BE 'SELECTED FROM THE AGENCY5 APPROVED MATERIALS LIST LEGEND ON PLANS 9 WIRE ATTACH TO BRICK ATTACHED A BR CK SIZE AND DESCRIPTION 1 NO SIZE: AND DESCRIPTION f` 6" FIRE HYDRANT HY A SEE NOTE 2 8 COLD JOINT STRIP 2. BREAK-AWAY B p1,T5 S££ NOTE fi $ AC RE AS REQUIRED) PER WP- 01 TRACER Y1I REO IRE R WP..07 5 4' 4` x 6" T x .HICK CONCRETE SPLASH i _ 6 C 900 VC PIPE P r lxE CS/FR d :.E C�'F. F P.... PAD 8" FLANGE N HYDRANT EXTENSION 11 GATE WELL WITH CAP SEE WV -OT OR WV-02 40 AND 60 SEWER LATERAL SPOOLS) WITH BREAK OFF GROOVES (MAXIMUM OF 2 SPOOLS) t, ." MJ & FLG x j PO /FLG RWGV dmn" W 5" G R 1 ' N RADIUS FLG u Md /PO LEGEND ON PLANS (1 8" FLG x MJ ADAPTER IF REQUIRED) I QUI ED &: BURY ELLQ t.. CONCRETE THRUST BLOCK SEE WT -€)i 14 J`: O L SIZE n 6 ki. /F? .JFLG. x F.. . 6 7TRACER u RE ACC E 5S PDRT 4 " x B. rSe+laretl WAT ER TER AA I I G YNCtE LONG SDi2 35 SEWER PIPE W/ CAP m. 37; � ,.RC" NS Er. E _ I NUMBER (AS- REQUIRED) rda.. 6{n,T I r )=nma< i.3fi31 Revision 6 roved R Dot SAN DIEGO REGSOPtA! STANDARD DRAWING N YF RECoIbSnThpGP By EoC 5AN D ftt . RErv3aNAL.srtraan. ts..aMMrTlee I _-- DRAVr1ri D-10 Emeea s_ T- R,,Fl . 031/v1. UCifG$JAL e...H of 3< rc ev tlry 7 5 _ ... r: E 4 €a 4u 3 DS 5' FIRE HYDRANT INSTALLATION - ey-,E,J. -i J Tom oa 10104 Cry; ez;F &6E. t53k&- hul5. D AWING • R WE 01 rzA, N:1Ge wa M, I:NCLI. @al r:{ i�w raR D v;NCU iurts RUNNER CHANGE NO. DESCRIPTION BEND TEE PLAN STREET /GROUND SURFACE CROSS m ELEVATION _ �v :2 TEE ELEVATION 4NDIC.4TE SIZE (SEE IitHE 8) I CLEAN -GUTS S PER AGENCY qF ITEM NO JURISDICTION ITEM NO SEE NOTE 12 CHANGE NO. DESCRIPTION BEND TEE PLAN STREET /GROUND SURFACE CROSS m ELEVATION _ �v :2 TEE ELEVATION 4NDIC.4TE SIZE (SEE IitHE 8) r S FOR SEWER LATERAL NOTES SEE DETAIL SS-03 LEGEND ON PLANS ITEM NO SIZE AND- 0£SCRtPTJtkf ITEM NO SIZE AND DESCRIPTION -1 SEWER'- MAIN AS Ai?$ 5: PLUG OR'. CAP A P '2 4'' S WYE 18" MINIMUM 6 3 "' MAXIMUM / 4 M MUM CRUSHED ROCK 3 45' ELBOW .5 £ BO VERT BENDS PLAN. SEE NOTE 9 WIRE ATTACH TO BRICK ATTACHED A BR CK )4 PIPE LATERAL SEE' kTE NOTE 3 & Sr 8 4 "PV PIP E WITH GLUED GAP C $2V1516n By AppovV d Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED 61 THE SAN CIEC@ at.=wlAE. sT nARts ,arax+i: �eE ORICthW. VERG'BENDS FLEVATION'. Kerclaooi t2 75. SEWER' AND AGENCY NAME AS ( REQUIRED r lxE CS/FR d :.E C�'F. F P.... AN Ned- stTWT IW03 40 AND 60 SEWER LATERAL r-'- -� SECTION A -A SIZE x REQUIRED LENGTH PVC PIPE dmn" W e3s LEGEND ON PLANS C11s YSarvR44' (9265 fot DCl ¢ IN, MR R KNOLL 134155 =13/12 INSTALLATION DRAWING SS 01 rSe+laretl 6t: G YNCtE STANDARD dSRAWfNG m. 37; � ,.RC" NS Er. E _ NI.MAFP CHANGE NO. DESCRIPTION BEND TEE PLAN STREET /GROUND SURFACE CROSS m —. • • ::. :2 TEE ELEVATION 4 (SEE IitHE 8) r A. r3 4N _ 6' A5 42' TO A$" 5 r.. .: AS Ai?$ 51" TO 60" j 6 4' 1 u' 2.5 18" MINIMUM 12 INTO NATIVE MATERIAL. - REDUCER VERT BENDS PLAN. SEE NOTE 24 2 BELOW 615 CAP /PLUG USE ANCHOR BLOCK SHORT LENGTH WITH #4 REM 9:5 - UST a ": f4P0,EC GIES ff CMG('L"iE END CAP VERG'BENDS FLEVATION'. NOTES: 1 FOR ADDITIONAL THR UST ELOCIECS, ANCHOR BLOCKS AND NOTES SEE WT -07 F 2 THE ANCHOR BLOCKS ON VERTICAL BENDS REQUIRE AGENCY APPROVAL .ti .R. 1:2' 4ahh 3 W E4-R 2 2 M-. � - J .-.... ...._ . a FC tl. [A6a G ONAL STANDARD DRAWING racuTN- 1nR IEEE CAN A YE. T G SAN:DI @GO RE eONMiTi[E dA 00J.0 C T_, wiW 4v a RCIE. 192 {fi Rafe0 on " °� S r+ _ r to 5 KNOLL 03(15 _ BLOCK INSTALLATIONS DRAWING WT -01 o m okA.ea NPe of KFISU_ 10; ae NO LASER 251, #4 BA PLACE E` BEND GM 15" ME DAGONAL 2 - #E ON FOR [Ulm �. r� TYPE PIPE DIAMETER {D1) 9 Y :2 V 12" (SEE IitHE 8) 8" A. UP TO ?9' j 4D ' 4N _ 6' A5 42' TO A$" 5 r.. .: AS Ai?$ 51" TO 60" j 6 4' 1 u' 2.5 8" 12 16 9 69' 10 18 8' 4' 9' BI S 11O NT SECTION. A -A LEUENU UN PLANS NOTES == I. SEE D -1I AND � -.11Ci n c E , A Q O tDU TONAL NCT£5 AND U7AJS r t T r L. CONCRETE L ..H, . 8" L. 3E 570 C -oEb. ALL PRECAST CCM04EN5 SHA3 BE REINFORCED I ja" O SAEi MR ' adE_ QJ1UN D.S3RTO'i ON a .a1?EFS d. ALL 1G:NTS egq i BE SIT HJ CLASS C- MORTAR s MAINTAIN i 1 h EH? 5F t iNv BEPAE N 4EIN aR I." ,. PP ry CONCRETE =t F SURFACE r C € Ur r OTHERWISE a .SQTEU. EXPOSED EEPOSED E3 r s e f CNt R7 r SHALL 6F FQL JP C AITH A i/ ? nA1 . ; S ' MAFH€1LE CGAPt N BE FIAPEED `STORM BRAN R WPOSIDOIDINS TO N1 ENSC.J 2 ft,£CLIIRc7 IF Pi {D) EXCEEDS 3 R T CONSTRUCT0 (CJAC@wT 10 SIDEWALK, 10' OF )_E AND SLA3 TO MATCH SELYIALK -LOPE MID, P MFLE, R ^A . . , A o e eECCmI crlceD s rL s iE A stor:.E L�..._`DA`,�aye B AwH co ' -- SAN DIEGO REGIONAL STANDARD DRAWING CiEGI e,A TAaoASOS crvutnrrtg (JR161NAi Ihercl e alit. 75. P.efcrma8m anix I05fae ,Yj:' :21 (ZCF.? eAt.c T „_ ic?zl0s STORM DRAIN CLEANOUT - TYPE A Doi.. cc tec 5,5 Btpe.�. m.lelsi DRaV:"Vr.. __.. Ee lra Y.R,r Nguao i0(iS NuI,1BER 0.09. VALVE SUPPORT $LOCK VALVE DIMENSION DIMENSION SIZE DAI @" 4' 12' 12" V 12" 12" 8" 13" 14" 8O" 14" 18" 12" 15' 18" THRUST AND ANCHOR RI nr`KS MINIMUM BEARING AREA IN SQUARE FOOT SEE NOTE 2 MAIN TEES 90`. 45'. 22}' SIZE. 5:' .BEND BEND BEND 4" 4 5 3 1.5 S" 8 10 5 2.5 8" 12 16 9 4.5 1O" 17 24 13 615 12" 24 33: 19 9:5 VALVE SUPPORT ELEVATION 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) BEARING AREA BASED ON SOIL BEARING VALUE OF 1500PSE AND 225 PSI LINE PRESSURE AND A MINIMUM OF 30" COVER FOR BEARING= 1000 PSF, 1..5:x AREA SHOWN FOR BEARING= 500 PSF, 3.0z AREA SHOWN 3) DESIGN ENGINEER SHALL DETERMINE SIZES, REFER TO AGENCY SPECIFICATIONS FOR THRUST AND ANCHOR BLOCK SIZING 4) THRUST BLOCKS SHALL BE CENTERED ON THE FITIING SO THAT THE :BEARING :AREA IS EXACTLY OPPOSITE THE RESULTANT DIRECTION OF THRUST 5) CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIR OR REPLACEMENT A EMENT 6 ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL 7 FOR MINIMUM CONCRETE CURING TIME REFER TO AGENCY SPECIFICATIONS 8 FOR ADI)M AL N:.. THRUST 0 TH S BLSEE WT -O7 1 F 3 OCKS p dr 3 OF 3.. Mn B C RBYI$➢ 0 r iBJ ' RE/'Q MB, DEr Y %E SAN c.rc„ � 6y A(Ip. o Gala: eViU:VAt Km 2SAN DIEGO REGIONAL STANDARD FE;i9NAt ,n.a. A, LS 40$tti "'Y {.: DRAWING ,LIJ ...' Tr I, !iia tuo f/ .u.� 12fxZ.1G:S Ike. tl,.iv ....� .1— . —...,. !J w s ,a. r"m9O"IO ,0 5 CONCRETE THRUST AND ANCHOR 1nrxm _. l iXmigg±ircscn RE.,E. t4 ?45 8cia usOt= M „I,MS s. Fr cLC lush BLOCK INSTALLATIONS- [;R,c:IBPI=.: R'l ... a mI e woo, I aopr NUMBER WT -01 C, 4.4 0 S GC -7 ` EI 1 - ••.ITS A - kT PLAN TYPE PIPE. iiAME1FF (v) 8 Y 2 AI m {/off 5:' E6 FW to to., 6. 4' C 97 VALVE SUPPORT 7' 4' .` PLAN SHALL RE FEWER, FD '1,!* 14 DIAGONAL EARS VALVE SUPPORT ELEVATION 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) BEARING AREA BASED ON SOIL BEARING VALUE OF 1500PSE AND 225 PSI LINE PRESSURE AND A MINIMUM OF 30" COVER FOR BEARING= 1000 PSF, 1..5:x AREA SHOWN FOR BEARING= 500 PSF, 3.0z AREA SHOWN 3) DESIGN ENGINEER SHALL DETERMINE SIZES, REFER TO AGENCY SPECIFICATIONS FOR THRUST AND ANCHOR BLOCK SIZING 4) THRUST BLOCKS SHALL BE CENTERED ON THE FITIING SO THAT THE :BEARING :AREA IS EXACTLY OPPOSITE THE RESULTANT DIRECTION OF THRUST 5) CONCRETE SHALL BE PLACED SO THAT FITTINGS AND VALVES WILL BE ACCESSIBLE FOR REPAIR OR REPLACEMENT A EMENT 6 ALL THRUST AND ANCHOR BLOCKS SHALL BE POURED AGAINST WETTED UNDISTURBED SOIL 7 FOR MINIMUM CONCRETE CURING TIME REFER TO AGENCY SPECIFICATIONS 8 FOR ADI)M AL N:.. THRUST 0 TH S BLSEE WT -O7 1 F 3 OCKS p dr 3 OF 3.. Mn B C RBYI$➢ 0 r iBJ ' RE/'Q MB, DEr Y %E SAN c.rc„ � 6y A(Ip. o Gala: eViU:VAt Km 2SAN DIEGO REGIONAL STANDARD FE;i9NAt ,n.a. A, LS 40$tti "'Y {.: DRAWING ,LIJ ...' Tr I, !iia tuo f/ .u.� 12fxZ.1G:S Ike. tl,.iv ....� .1— . —...,. !J w s ,a. r"m9O"IO ,0 5 CONCRETE THRUST AND ANCHOR 1nrxm _. l iXmigg±ircscn RE.,E. t4 ?45 8cia usOt= M „I,MS s. Fr cLC lush BLOCK INSTALLATIONS- [;R,c:IBPI=.: R'l ... a mI e woo, I aopr NUMBER WT -01 C, 4.4 0 S GC -7 ` EI 1 - ••.ITS A - kT PLAN TYPE PIPE. iiAME1FF (v) 8 Y 2 iOF LIP In FW -- 5' 4` 5:' E6 FW to to., 6. 4' C 97 63 IA H9` 7' 4' .` Is SHALL RE FEWER, FD '1,!* 14 DIAGONAL EARS �. 33 84 to go' 4r_ ' j SEED -11A FOR ✓% BARS PIAS"ED DIAGONALLY M_3 FOR MANHOLL P AND EOEZR >TEP..IDETAIL- N0T€S DATE 1, d E A & O -tIB FOR AS -BUILT APPROVAL ULSIGNLD i, I rP1N, NOTE, ATIED, MINUS DRAWN BY: CHE ALA 4! 4gIT BE SET N <l 'v rg L 4L21&.R SEND DOWN . 4 DIA - ? 3, Al L -RLi AST twirl W LDIF, 15" ( O) —'^,. "'•.� Is SHALL RE FEWER, FD '1,!* 14 DIAGONAL EARS �. ''.I4 Dlf i„ T.: STE1, 4OCK': DATE S71RAIL oo 4" UNTRS. €f?IjNd D PIPE- £NOS SEE D� F,I - -. 4. "+a,Ehk i I: A4t,II10 D"EE. MfITl11 lr„ 2) CLEANOUTS TO BE INSTALLED AT THE END OF LCFF PL3r;g'I "ti EA I It H IN PN REINFORCING AN c ru -r - t`.lEV :LNCwrO x CRLT'3,.d. Afc: D? e fi..., Al P. €FNS -, C. f.. ,> t ..✓' L }1, 1 �C�r r. I r« rrrI s OuLf E t l C F . N r >T3 .. G .. _ BA3E TW LL EE Rk^ n i h Yn v. a) MATERIALS !SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS UST a ": f4P0,EC GIES ff CMG('L"iE REVIEWER - O -,rlk L BOOSTED : ,I L 3E .JONELS 4VD: A q" PAuln O R I SEWER' AND AGENCY NAME AS ( REQUIRED r lxE CS/FR d :.E C�'F. F P.... X M k" I i `STORM A 3 12 PENCE v _ 900 z15" LONG CLEANOUI' B 3/4' CRUSHED ROCK SEE NO TE 4 n b ID i CH it t T r i It h a I t SECTION A -A SIZE x REQUIRED LENGTH PVC PIPE RFCtJFR' P Ir PIPE r 9T I i rD> 9' }%2Y ti y',E ; ;CNBN XlQj 0 X l_TL..___ 7 'i SAN DIEGO REGIONAL STAND PAWING TIC, N STANDARD D.... LEGEND ON PLANS s. II L T TRIP ED A1;,%F'ANi RG z ar_hivh - 3 IOP OF MANMf:k TO .WCH a10CAPIE,T, SLOPE r r - 2rpa.ra i 03 ..,. aaisob, a -, pq ��WER SEWER n .- E P °V %SICii i Y3y -.,: ^YE:I Date .:ice CPa arse. ki:A t924E Daie R[GilM3AedBED 9 IAN :,(' SAN DIEGO RE- CLONAL STANDARD dSRAWfNG m. 37; � ,.RC" NS Er. E _ NUMBER rda.. 6{n,T I r )=nma< i.3fi31 ;' 1 CP'?7 F0iS ea�1m. •, r.. W 6 STORM DRAIN C E L AN(JUT TYPE E3 z < PIN Ea :�a r. na"� Dins _-- DRAVr1ri D-10 Emeea s_ T- R,,Fl . 031/v1. NUMBER i= 3 NIS PLAN TEE WITH GATE VALVES SECTION NTS FITS TEE WITH BUTTERFLY VALVES ON MAIN r► EDGE OF TRENCH L,.. TYPECAt SECDON NTS TEE WITH BUTTERFLY VALVES NOTES: 1) BEARING AREA "B" MUST BE EQUAL TO OR GREATER THAN THE AREA REQUIRED FOR A 90.` ELBOW INSTALLATION 2 3 INSTALL SAND D BAGS AROUND BUTTERFLY VALVE ACTUATOR TO ISOLATE IT FROM CONCRETE 3 BF V$ INSTALLED AT CROSSES OR T EE S REQU I RE A FLANGED DUCTILE IRON PO TO E INSTALLED BETWEEN THE FITTING AND VALVE IN ACCORDANCE WITH THE AGENCY B SPECIFICATIONS �,. IAN DIEGO REGIONAL STANDARD DRAWING ee., os.A. ,t+,ND?:gos �bMMI1TE£ �HU INAI. her hrr�i`rj %S AN M r1nc. i 3 .,lor tan ,6alQ' % ,J piXf %dJi5 CONCRETE THRUST AN}} () ANCr� / V VR Chs @rfMi A.e+:E '_ 3tr Date !W11 Mevle No a kuaaa. WIT BLOCK INSTALLATIONS !7RAiTNG:..W MO, ,T,. 3Y. a "�atrsa MR S. rm �.[, ia/as NISMBEf? T c c SEE TABLE OR 0 -11', FOR 13GR;ZQNTAL e - --�- �- -� - •e - -..4- ./ AND F GNP REIHFOKETAT NIT �VERSIZAL El 'N' iqT W "' MAY (T) e 1 -1/ COR (TYF 7" (TYR) TYPICAL BOX SECTION a� 4° R - h L R T APPROVED STEEL PLIEFORCED POLYPR?PYIENE STEP- ?+ STEP DETAIL NOTES N s." T AU FEE EfO0 U K'50 P NTIST' Tr R °!LF NO -ED AERFORCNG h E SHhT!OMPLL flDI THIS "2NAU4G IH i .SID D HEN UKITSE U:NER'A:SE SPECIFIED IFdFO N TELL 'HALL BE IWFFIMFL)At GRAND DEFORATr BAR"_, CTNFDNMINi TO WEST ASTM SPECIFIENTIf . 9 I EhrOS.r Li b° Vt AiH To ANt,C tiiH L Te7f G CODE i h1li.tkPlhi c O LENG i I DF RENFORCh b °IIALL BL 3,, SIALTEkS, 8 l uL u' 3 ry E RAt F o t F C Fh ISt r C W L E fcE A JJtl H f N EON'S, a . SNS . €. A 4 A MINIMUM r r r {1 1 F F 9 kP'I It1 - z Yr a 'TIE T L 7 DEPTH v Ti u 'YD ROW NE FOP CB` STRUKTiRr T 'IE TTWIINE OF THE '307 8 ASLI "F31 Z " AN f Rf IFORC K `EEL RFQL IDU 'JAY BE DEPREASE i R ACOOROANG WTH TABLE ON D -11B.. S WALL W FN sS 1HAft nG STEPPE,) CH ME OUTry.L ^or INK. BOY, IO NO ' i R I T 2r _ r { L vrLLDa 1 T P s ox L BL C G, FT, T{E WALL Ai 15' INTERVAL c FRCA i5 ° A LL . F J I 1= F S = {h ( 1F n T 2UC T 4F Y HEkc GS516LE - LACE 5 iEPSIN WALL WRHGUT F3PE 0. PEN LNG , i''TICn`41 F r uL .r'EM1C'!L ?F SM3 LE IT vAMLIER _. IT AL'LRNATE 1 P kFTC f F AN APPROVED PTEEL OULE uK U PEj YPRQPYLNE:STEP. f l N 'F 0 P _A. I r� C A r it i tC � L r Pf 5. 5 i , a Uf d SiR"ll„a, T JfiE, Is Ac: AS A N AL Ai E T O L l i V R t FN % { L fl ,N t L t,Fry R I1 A A " TANDA4OF A 3 8r MANUF ACTU REO tl N A FERMANN FA6H?L CI SLH.0 Fr=P TriA rUfrOSE. Revlsk;R Ev A ruc'Ed Dn1e.. _.. _eeccen+erroeo r<`r.:aie .Ali __...,...._ P _ SAN DIEGO REGIONAL STANDARD DRAWING REGIm+AL STAwDAFOS.:Gvu NRWINAL _ {R..oNtvcl�lxf rS. FImatha Omr,Wn TB -4706 ` I; Td�tl 1T. St0 „1Pn Q2f,;R INLETS AND CLEANOUTS 2 £U,rn ; Rr M, mZ, NOTES AND' DETAILS eir,AWN ' - r5, Edtetl tR 3 ReoWa 40/!5 NlEkdkn:0 D -tiA APPROVED DATE BENCHMARK AS -BUILT APPROVAL ULSIGNLD BY: DRAWN BY: CHE BY: ENGINEERING DIVISION APPROVALS 'v (IIN DS CITY OF ENCINITAS BENCHMARK "ENC -30” BEING A STANDARD M -10 ST MONUMENT STAMPED "LS 3997" AT THE CENTER OF CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388.479' (NAVD 88) TYPE TYPE 6 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: C 75822 B YAN D. SMITH EXP.: 06 -30 -2018 RECOMMENDED: APPROVED: JESS ENS CHRISTOPHER L. MAGDOSKU _ DATE v I DATEZ NOTES: PUBLIC WORKS 2) CLEANOUTS TO BE INSTALLED AT THE END OF MAINS WHERE INDICATED ON .... THE PLANS BRYAN D. SMITH DATE PLANNING 8" 4j BACKFILL TO TOP OF 45' BEND WITH 3/4" CRUSHED ROCK a) MATERIALS !SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS UST LEGEND ON PLANS REVIEWER ITEM SIZE AND DESCRIPTION NO (D 12" CI CLEANOUT BOX COVER MARKED 5 45' ELBOW SEWER' AND AGENCY NAME AS ( REQUIRED CITY ENGINEER DATE INSPECTOR 7 SEWER MAIN 3 12 PENCE v _ 900 z15" LONG CLEANOUI' ,l 2" AC PAVEMENT FINISH GRADE 1 OWED BY AGENDY 2' AC PAVEMENT FINISH GRADE t )rte GAP ROVED t BY.AaNCY 1 * _ C 111 w Ii r v TYPP ­NE4 I.{[- 'k..- r-x B" TYP -y.l 'v (IIN 6 TYPE TYPE 6 MAINS FOR 16' AND @" SEWER LATERAL eLEANOUr NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) CLEANOUTS TO BE INSTALLED AT THE END OF MAINS WHERE INDICATED ON .... THE PLANS 3) CLEANOUT'PIPE TO BE SAME SIZE AND MATERIAL AS SEWER MAIN UP TO 8" 4j BACKFILL TO TOP OF 45' BEND WITH 3/4" CRUSHED ROCK a) MATERIALS !SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS UST LEGEND ON PLANS ITEM SIZE AND DESCRIPTION NO ITEM SIZE AND DESCRIPTION NO (D 12" CI CLEANOUT BOX COVER MARKED 5 45' ELBOW SEWER' AND AGENCY NAME AS ( REQUIRED 6. 3/4". CRUSHED .ROCK PIPE BEDDING 2 CONCRETE RING 7 SEWER MAIN 3 12 PENCE v _ 900 z15" LONG CLEANOUI' B 3/4' CRUSHED ROCK SEE NO TE 4 9 STANDARD WYE BRANCH SIZE x REQUIRED LENGTH PVC PIPE INSTALL PLUG AND CONCRETE LUG }%2Y ti y',E ; ;CNBN XlQj 0 X l_TL..___ 7 'i SAN DIEGO REGIONAL STAND PAWING TIC, N STANDARD D.... BECIwMIKID BY THE iA, 2P.,{, ftEGl6n4l STANDARDS Cr3NLii T� s..;;E GF:It;3Y?l 3 4tld Me k S;a+i J L13 i r r - 2rpa.ra i 03 ..,. aaisob, a -, pq ��WER SEWER I� OUT t1�GA�bIV[ .:ice CPa arse. ki:A t924E Daie PONTA MA, iek 9.. ktv'Ol_ ,93 i3 r pRAWNC SC -01 Bk; n 'NO, ca /'s NUMBER sum i I N 0 1 N I I@ I N i 6390 Greenwich Drive, Suite 170, Son Diego, California 92122 tel 858.554.1500 a fax 858.597.0335 a www.fuscoe.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: SAN DIEGUITO ACADEMY ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE ENCINITAS, CA 92024 REGIONAL STANDARD DETAILS PLANNING CASE NO: 14 -050 CDP APN: 258 -280 /Q(LOFESSIoIV D . ,1 z MJ m = m 0_1 C 75822 * EXP. 06 -30 -18 `)-1 CIVIL F OF CAS \EO DRAWING NO. 13170 - G C -13 �j SHEET 14 OF 16 N ,I" • AA L L_ L111-B PLAN TOP Or GRATE SEE D-13 W ELEVA%N SPOWN FRAME AND C 614 RAi S 3, 4-44 AROUND PIPE OPENING SEGTiON A -A. FOR - I4 TOM 4 �'. G14"7�4 2• C,u �r,t< c1 A er OC I LHANFER �TY''I )7 6E'vv EGNN u, lam 3Ai }, I12 IS LA" , I I 7 TY. SECTION :8 -.8 NOTES LEGEND ON PLANS c „ S: A DIf 1 f.ATGN1 ADS IS SF:ECIFIEI} MR PTE LFRU DRCEME . IN f3 C IVY ". e LOADS (NO Ts r A - CORNERS), NF ftAFFI O, A '.I. � i. 1. t l.. E_ Nt: TE- Eh C, ,7 R w NA� i f ae J T ECL . F F4 .GC C I UPPER ". P. 2 SEE D -71A F w (iB f0 F Ha 4Fty NJ 4 ES w 40 P EAIIS 3- WHEN 4 _ § :iT- -N EdGE_0 PS SKN.L BE sYS%.6.Sf3 PER P- -114: .a' I p: PzV S,an B p rvoa Daf. MINIMUM DISTANCE to kELexintCNb €o e:.t E snro mr-.. -- W - °"""""""' -` ° --- SAN DIEGO REGIONAL STANDARD DRAWING BEG16C1AL STdNPFa+'cCS CV3.iG'T r OA CINhL Gri.A1 7J79. 28 /q 9 ) A f ;tT'XflY,S .. cn c: ;eana. Oar..: F .,th,,d T SbooF t G4I06 _ CATCH BASIN TYPE 1 d -::. ire a. t. E. d. a.... T.F rn no ¢9J{. - - Ed teE i N t k ae;k kaf45 sift R aNnlI LA1NiNEi- De29 eY} 1drz TRENGH "DIF, -- e DDMSER TRENCH SECTION NOTES: 1) REFER TO AGENCY SPECIFICATIONS MERE APPLICABLE 2 PAYING OR PAVEMENT REPAIR TO BE DONE IN ACCORDANCE TO CITY OR COUNTY STANDARDS 3 EXCAVATE HELL HOLES AT EACH PIPE JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION OF THE ENTIRE JOINT 4) ALL PIPELINE TRENCHES SHALL BE EXCAVATED SO THAT THE DISTANCE BETWEEN TRENCH WALLS AT THE TOP OF PIPE SHALL BE A$ SHOW BELOW: TRENCH WIDTH NOMINAL PIPE INSIDE DIAMETER ===4711 sMAL MINIMUM DISTANCE to MAXIMUM DISTANCE. _ 8 SAN DIECvO REGIONAL STANDARD DRAWING PIPE BEDDING AND TRENCH 8ACKFILL FOR POTABLE AND RECYCLED WATER MAINS' 24" aewa� , to" de 12." 28 16 "..THRU 36° OD PLUS 2e OD: PLUS 36" _&GIhNAN L AffQ wElil w.y PFr`' J Ke,,ht,01 1 i1APS�r+ ` "jc 12/711-1 {L13�: SAN DIECvO REGIONAL STANDARD DRAWING PIPE BEDDING AND TRENCH 8ACKFILL FOR POTABLE AND RECYCLED WATER MAINS' SEafano-c Y9'rAN, x .aa7� cvaMi,iC �� " ?zrNA Vo aewa� , 2' CO 1a /a4 f yy'e, zf kC 16246 0a1e OPAWING (qsj AlllupcP WP -02 h"reiz Mot MR R NNOLL a3 /et Ar»w'ed sift R aNnlI ! t HALF PLAN. FRAME & COVER: 38 1/8" D - .. �� I39 314' R 24 TI U `- plb °C. ftiy n ` 3$ 5/8` DD 111 � 4• tj - ( Or 36 311P ( I ! ! iaNace oil IL36 °D 1 "7I 1f1`tlma., I ,11• I n , I §' a 26" D -I WALE WE 11? CU TER. 2' CO 26 1/2" D -I. I �rx v zi , 8 0,,h WAYSi J -ii ;a eY} 1drz TRENGH "DIF, -- e f 33 F83 0 to ARM 48, Class 358. shall ts: a o 1 TON RECD ENLED RY IH o I xi 4> - Fr ?. Weights: Flame 314 Ws - 363 lhs.. JI SAN DIEGO REGIONAL STANDARD DRAWING PIPE 015 ` � R Ev sHOwra ON paws � tl 12 1 9 z ° t17M1 _M' i _4'5/T`_ a /$° _ 3 � 3 4 1):' S z' z NO �,•%�` °�'�/,.', I r- loVERr ELEVA4 €6N 1 C f NO 0 3. Machine all matching surfaces and shelf . of Rot } frame and raver to prevent rocking: DETAIL 4. imparted frames and covere shall have the wN _E .9 =A6 Dbte DRAWING 4 -1113 2. 8` -i ! 79� / 1 /' 3 6" country of origin ranked in damPEonee With 88 01 E 4 4e t2 :1i federal reguWt+ons, L 4' f CLEARANCE. (MIN) 3/4' CRUSHED ROCA SECTION 9-8 ALT DETAIL C SECTION NOTES 1. SF. r ,. .. .• 24A ALCM Ci -248 OR G-25 FOR Rtb!lRFkG!NG GEIPl'> N iM ?ROVED <„ _. �. 0 IdEthS t € INO1Ct:TEK kAN`IUM FLATIVE C"OMPACIM 3 < .. IU: 1�" DF 1FENCH 81..LFILL N STREET SECTION S?LNLL PE 95% RnIA ➢... Ca!9PAC1'uo` IJ9LEr5_ Ss'iiGiFiED OTFERWCE, Re,iti)fi B;•iA. roved !Dote 1 pR. a,e 1 SAN DIEGO REGIONAL STAND ARDDRAWING FLoterMEhDED eY DIE S.w _lC6o.. ...... m. REaI�IAt STANDARa$ eaMMrt;EE t3R I se L I S Re 1, }•5. .... 1?'3ll0f.5 cn 4E1a`Mft[^f i St tGS '. `05 PIPE BEDDIN G AN TRENCH BA D CKFILL d <A a =1i O _.- ---3`- d,sJ tIR;1 R,� ,=a:,N FOR. STORM DRAINS, ,aom a,ac..ts'ssd baz, aRA1ufIG D -6O I- - NUMBER HALF PLAN. FRAME & COVER: 38 1/8" D - .. �� I39 314' R 24 TI U `- plb °C. ftiy n ` 3$ 5/8` DD 111 � 4• tj - ( Or 36 311P ( I ! ! iaNace oil IL36 °D 1 "7I 1f1`tlma., I ,11• I n , I §' 4•: 26" D -I WALE WE 11? CU TER. 2' CO 26 1/2" D -I. c rc- HALF SECTION FRAME & COVER 4 MA Pets' ALL NIATC RN41 SORFACSS Alt`J SEATS OF , 8 0,,h WAYSi J NOTES eY} 1drz e L Frame and taker shalt be cast aaa. Cost imn f 33 F83 {T.?11TH WAYS? to ARM 48, Class 358. shall ts: bi I 1 TON RECD ENLED RY IH o _ Fr ?. Weights: Flame 314 Ws - 363 lhs.. JI SAN DIEGO REGIONAL STANDARD DRAWING WING WALL R Ev sHOwra ON paws Outlet Caver 285 (Its - 330 Ran. Ir 12 1 9 IN 86 _M' i _4'5/T`_ a /$° _ 3 � 3 4 1):' S Inner Cover 147 The - 171 Its, it 1 a e. � 3. Machine all matching surfaces and shelf . of Jf } frame and raver to prevent rocking: DETAIL 4. imparted frames and covere shall have the wN _E .9 =A6 Dbte DRAWING 4 -1113 2. 8` -i ! 79� / 1 /' 3 6" country of origin ranked in damPEonee With 88 01 E 4 4e t2 :1i federal reguWt+ons, 335 18E' BOTH Alky- SAN .DIEGO REGIONAL STANDARD DRAWING 364 MANHOLE FRAME AND TWO CONCENTRIC COVERS HEAVY DUTY M-Q3A U TYPE WING TYPE PLAN ELEVATION -/i SNOEE ,p UPE PWE Wit s r(RE 2 _- if'7 W J WALE WE 11? CU TER. 2' CO OrD fM c rc- mic ECJj 4 MA Pets' ALL NIATC RN41 SORFACSS Alt`J SEATS OF , 8 0,,h WAYSi J 5, IMPORTED FRAVE AND CVVE SHALL HAVE THE eY} 1drz 1 SECTION A -A a5s 33 F83 {T.?11TH WAYS? F.,2 bi I 1 TON RECD ENLED RY IH o _ 2 TaN JI SAN DIEGO REGIONAL STANDARD DRAWING WING WALL R Ev sHOwra ON paws REINFORCING Ir 12 1 9 IN 86 _M' i _4'5/T`_ a /$° _ 3 � 3 4 1):' S Yp3� it 1 a e. � "6 .tS Jf } r , 1141 � LIGHTWEIGHT - HEAVY DUTY wN _E .9 =A6 Dbte DRAWING 4 -1113 2. 8` -i ! 79� / 1 /' 3 6" 1.3', . 88 01 E 4 4e t2 :1i Y 19 S6 335 18E' BOTH Alky- SECTION 9-8 ALT DETAIL C 1 c 1 PPE L F W SNOEE ,p UPE PWE Wit s r(RE 2 _- if'7 W J WALE WE 11? CU TER. 0.41, TYPE rnlfiC SiEFr 9Ufj "Al OrD fM S1E mic ECJj 4 MA Pets' ALL NIATC RN41 SORFACSS Alt`J SEATS OF (His 5, IMPORTED FRAVE AND CVVE SHALL HAVE THE eY} 1drz UMTt10'r fR1oN IAARKD , N CJMFHANGE 'MINI T I: 741 k,72 _ a5s 33 F83 45 F.,2 bi Oafe 1 TON RECD ENLED RY IH o 16 -18 2 TaN JI SAN DIEGO REGIONAL STANDARD DRAWING 24 r r 7/8 I'-g' 1 2'-1 1 /2" I Z C 079 e7 € Nt, 12 1 9 IN 86 _M' i _4'5/T`_ a /$° _ 3 � 3 4 1):' S Yp3� it L19 a e. � "6 .tS 1,i �..23 36" MANHOLE FRAME , 1141 � LIGHTWEIGHT - HEAVY DUTY wN _E .9 =A6 Dbte DRAWING 4 -1113 2. 8` -i ! 79� / 1 /' 3 6" 1.3', . 88 169 Y 19 S6 335 18E' NOTES „N It a {AL 5E 560-C-32,51 2. "s aI eo 'Ekw 5 `,v+it. u[ ula' cR irE;', _ . L. .1' 'til 6 HET 4 015TM; E OF €1,12, M'TP A 1" MIN G"ETWFL4 O ]LIn 111VN IOER5 OP RpE-_ S =LP "° I 4V a "ii x 4'ir i,ra.Pdl P L T PROOF IS %U 111. E.(, "' BR L .L FO NE PIL 1.A64 0$N N, KI' l 3 OR h:Of2c. 5. SltEvr APES D„}t T75"N + CNiI„ HF I€ REASED IN Wit7TH r VIA '•�o 0 OR LENGTH CJ FT I{ W ;, 1 t .. L, 2 l7� n�7[? "A =F .,F; &i, . FOR P FE WA... TPkCk.1I. >5 LkcATPR tkWfL 31. I$evis>ur luxl APprared ` =, lic?e SAN DIEGO REGIONAL STANDARD DRAWING �WEtA i } iyoi €1 / 3 R�fmre cdF d T _ E <. rte.S a1 �Latoa WING AND Jul TYPE HEADWALLS FOR 18" TO 36" PIPES LEGEND ON PLANS ?, OJj2RY 92A6 eotti D -34 n �4 DETAIL OF AC PAVING NOTES - - -- 44" 0 - 1. FRAM[C SP.AIIL h3E JUST iROII CA51' IRON DE GN VELOCITY GWA_L FONFORM In AI Do 43 ;'I.A55 358. 2, . RAW 217 Lr$5 CLASS 3. 0_E .r Lr, SHOWN OM1 fd-03A. 4 MA Pets' ALL NIATC RN41 SORFACSS Alt`J SEATS OF FRAC ANN €&VEE TO PREVENT ROCKIING 5, IMPORTED FRAVE AND CVVE SHALL HAVE THE 6--10 UMTt10'r fR1oN IAARKD , N CJMFHANGE 'MINI lA FT FEDERAL REGULATION& 1/4 TON 6. CMY CANNOT BE BOLTED TO THE FRAME 1- -14 Rovisim By ttpproveq Oafe 1 TON RECD ENLED RY IH o 16 -18 2 TaN 5;4 FT SAN DIEGO REGIONAL STANDARD DRAWING + i c 1M wPdflYsd n --- anmr.. s.e.o 36" MANHOLE FRAME LIGHTWEIGHT - HEAVY DUTY wN _E .9 =A6 Dbte DRAWING M -03B NUMBER M TAHLE 7-1 NIELOW1 PER aJLY 2005 SAN DIEGO NUTTY u(iINAJE DE %N MANUAL (Tn1CAQ D = PIPE DIAMETER d W BOTTOM WIDTH OF CHANNEL I51 (Mlft) q _. Jet` #4 SWS .FLOW" _ NSILL. CLASS 420 - 0-2000 CONCRETE, SECTION A -A SEC TION B -9 4. SE. veliE. -,OG 1 7 I'd L�,E wl C SUFPLENTINT TO Gh vhEUC ..E FOR BLAKEY 5 RIP-RAP E 3 H . f SSYAT FPS ,r . v 1IT N TFPE 1 OT TYPE 2, YTYPE �. CONCRETE R _s'tl: TYPE 9 SP'A..' -E. P dN SAN DIEGO REGIONAL STANDARD A GO _ DRA DRAWING NG tAVERC AND I RIP RAP /'harp .a kLe iY2A$ f ENERGY DISSIPATER DRAM' G D-40 NUM, 1R AS I w MAIN OD CODE NOTES: 1) REFER TO AGENCY SPECIFICATIONS FOR TRENCHING, BACICFILLING AND COMPACTING wJERE APPLICABLE 2 PAVEMENT PA NG OR REPAIR TO B VI E DONE IN ACCORDANCE N4ili AGENCY OF .riTRiSD €0110N s EXCAVATE BELL HOLES: AT EACH JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION OF THE ENTIRE JOINT 4) FILTER FABRIC AS REQUIRED BY AGENCY OF JURISDICTION (WITH A MINIMUM 12" OVERLAP). RE^ v ^A4 ftevisia A rc+,ru D. €e �h�rtnoEY e r+<.. a r D r R} SAN DIEGO' REGIONAL STANDARD DRAWING anamxnz srwSi,aJS fflGMii .k.Gl?t4 c Set C11Z T J d: Atek T, Skt,M, W /6], l •:e.; z.rM I. ,,. N PIPE BED DING. AND TRENCH -�- J. r Y a� JJ{f5 £atia wrc. &t:E Y3Y?6 u' D atA H MR E rr 4JriY BACKFILL FOR SEWER FACILITIES 0RAIINC _ 1. � SPfl2 QROFESS /ONq ri w m Bonn [�q' m = IlA ..,- FIS�C)E C 75822 * EXP. 06 -30 -18 i! N i I N i!! I N• s CIVIC *P TgTF OF CPL \FAR 6390 Greenwich Drive, Suite 170, San Diego, California 92122 Tel 858.554.1500 a fax 858.597.0335 a www.fuscoe.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED eY: DRAW G BY: CHE DS BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30a INT. DATE PLANS PREPARED UNDER SUPERVIVI 10� RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G BEING A STANDARD M -10 ST MONUMENT PUBLIC WORKS DATE: y�,� ENGLISH & ARTS CLASSROOM BUILDING STAMPED "LS AT 3997" THE AT THE CENTER OF BRYAN D. SMITH DATE PLANNING �jLQ 800 SANTA FE DRIVE C -14 CUL -DE -SAC AT THE NORTH END OF OAK - R.C.E. NO.: C 75822 JES O ENS CHRISTOPHER MAG OSKU ENCINITAS, CA 92024 CREST PARK DR, PER ROS 18416 REVIEWER ELEV = 388.479' (NAVD 88) CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2018 DATEZ I DATE L� PLANNING CASE NO: 14-050 REGIONAL STANDARD DETAILS APN: 258 - 280 -04 SHEET 15 OF 16 11 \ \FUSCOE.CORP \SD \PANZLIRA\ PROJECTS\ 307\ 013 \PLANS \DSA \307- 013GP- C12- 14- RSD.DWG (01 -29 -18 9:17:14AM) Plotted by: jesus garcio DE GN VELOCITY POCK CLASS IHICKIR 6--10 MCI 2:SACKIKC lA FT 10 -12 1/4 TON 27 FT 1- -14 t/? TON 35 FT 14-16 1 TON 44 FT 16 -18 2 TaN 5;4 FT x OVER k FT /SEC RE13LgRE8 SPECIAL DF,46N D = PIPE DIAMETER d W BOTTOM WIDTH OF CHANNEL I51 (Mlft) q _. Jet` #4 SWS .FLOW" _ NSILL. CLASS 420 - 0-2000 CONCRETE, SECTION A -A SEC TION B -9 4. SE. veliE. -,OG 1 7 I'd L�,E wl C SUFPLENTINT TO Gh vhEUC ..E FOR BLAKEY 5 RIP-RAP E 3 H . f SSYAT FPS ,r . v 1IT N TFPE 1 OT TYPE 2, YTYPE �. CONCRETE R _s'tl: TYPE 9 SP'A..' -E. P dN SAN DIEGO REGIONAL STANDARD A GO _ DRA DRAWING NG tAVERC AND I RIP RAP /'harp .a kLe iY2A$ f ENERGY DISSIPATER DRAM' G D-40 NUM, 1R AS I w MAIN OD CODE NOTES: 1) REFER TO AGENCY SPECIFICATIONS FOR TRENCHING, BACICFILLING AND COMPACTING wJERE APPLICABLE 2 PAVEMENT PA NG OR REPAIR TO B VI E DONE IN ACCORDANCE N4ili AGENCY OF .riTRiSD €0110N s EXCAVATE BELL HOLES: AT EACH JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION OF THE ENTIRE JOINT 4) FILTER FABRIC AS REQUIRED BY AGENCY OF JURISDICTION (WITH A MINIMUM 12" OVERLAP). RE^ v ^A4 ftevisia A rc+,ru D. €e �h�rtnoEY e r+<.. a r D r R} SAN DIEGO' REGIONAL STANDARD DRAWING anamxnz srwSi,aJS fflGMii .k.Gl?t4 c Set C11Z T J d: Atek T, Skt,M, W /6], l •:e.; z.rM I. ,,. N PIPE BED DING. AND TRENCH -�- J. r Y a� JJ{f5 £atia wrc. &t:E Y3Y?6 u' D atA H MR E rr 4JriY BACKFILL FOR SEWER FACILITIES 0RAIINC _ 1. � SPfl2 QROFESS /ONq ri w m Bonn [�q' m = IlA ..,- FIS�C)E C 75822 * EXP. 06 -30 -18 i! N i I N i!! I N• s CIVIC *P TgTF OF CPL \FAR 6390 Greenwich Drive, Suite 170, San Diego, California 92122 Tel 858.554.1500 a fax 858.597.0335 a www.fuscoe.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED eY: DRAW G BY: CHE DS BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30a INT. DATE PLANS PREPARED UNDER SUPERVIVI 10� RECOMMENDED: APPROVED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY 13170 - G BEING A STANDARD M -10 ST MONUMENT PUBLIC WORKS DATE: y�,� ENGLISH & ARTS CLASSROOM BUILDING STAMPED "LS AT 3997" THE AT THE CENTER OF BRYAN D. SMITH DATE PLANNING �jLQ 800 SANTA FE DRIVE C -14 CUL -DE -SAC AT THE NORTH END OF OAK - R.C.E. NO.: C 75822 JES O ENS CHRISTOPHER MAG OSKU ENCINITAS, CA 92024 CREST PARK DR, PER ROS 18416 REVIEWER ELEV = 388.479' (NAVD 88) CITY ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2018 DATEZ I DATE L� PLANNING CASE NO: 14-050 REGIONAL STANDARD DETAILS APN: 258 - 280 -04 SHEET 15 OF 16 11 \ \FUSCOE.CORP \SD \PANZLIRA\ PROJECTS\ 307\ 013 \PLANS \DSA \307- 013GP- C12- 14- RSD.DWG (01 -29 -18 9:17:14AM) Plotted by: jesus garcio CHANGE NO. INSTALL FIBER ROLL ALONG A LEVEL CONTOUR III / y VERTICAL SPACING MEASUERED ALONG % \\ ?,; %'' III y y FACE OF THE SLOPE \ / ' y VARIES BETWEEN 10' \ \�I \� INSTALL A FIBER ROLL NEAR SLOPE WHERE AND 20' IT TRANSITIONS INTO A STEEPER SLOPE DETAIL: TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE THE NEAREST JOINT TO THE SATISFACTION OF THE CITY ENGINEER z CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" SLOPE FIBER ROLL N CORRUGATED STEEL PANELS z Q VARIES 8" MIN. ORIGINAL GRADE FIBER FABRIC C'4 * *NOTE: �\ 3/4" x 3/4" USE WEIGHTED FIBER ROLLS FOR WOOD STAKES ASPHALT PAVEMENT AREAS MAX. 4' SPACING DETAIL: FIBER ROLL NOT TO SCALE CRITICAL SLOPE /SHEET FLOW LENGTH COMBINATIONS SLOPE PERCENTAGE SHEET FLOW LENGTH NOT TO EXCEED 0 -25% 20 FEET 25 -50% -V ..'.. 10 FEET y 4 WEIGHTED FIBER ROLLS FOR — — FR — — ASPHALT PAVEMENT AREAS STORM DRAIN INLET PROTECTION SILT FENCE PER SE -1 — — SF — — STREET SWEEPING AND SSV VACUUMING PER SE -7 ILLICIT CONNECTION /DISCHARGE MATERIAL DELIVERY AND STORAGE PER WM -1 CONCRETE CURING WM -4 Ms j y W FIBER ROLIL, STOCKPILE MANAGEMENT PER WM -3 MANAGEMENT SPILL PREVENTION AND CONTROL PER WM -4 O SOLID WASTE MANAGEMENT PER WM -5 s CONTAMINATED SOIL MANAGEMENT PER WM -7 cSM CONCRETE WASTE MANAGEMENT PER WM -8 y y I� 4 y INSTALL FIBER ROLL ALONG A LEVEL CONTOUR III / y VERTICAL SPACING MEASUERED ALONG % \\ ?,; %'' III y y FACE OF THE SLOPE \ / ' y VARIES BETWEEN 10' \ \�I \� INSTALL A FIBER ROLL NEAR SLOPE WHERE AND 20' IT TRANSITIONS INTO A STEEPER SLOPE DETAIL: TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE THE NEAREST JOINT TO THE SATISFACTION OF THE CITY ENGINEER z CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" SLOPE FIBER ROLL N CORRUGATED STEEL PANELS z Q VARIES 8" MIN. ORIGINAL GRADE FIBER FABRIC C'4 * *NOTE: �\ 3/4" x 3/4" USE WEIGHTED FIBER ROLLS FOR WOOD STAKES ASPHALT PAVEMENT AREAS MAX. 4' SPACING DETAIL: FIBER ROLL NOT TO SCALE CRITICAL SLOPE /SHEET FLOW LENGTH COMBINATIONS SLOPE PERCENTAGE SHEET FLOW LENGTH NOT TO EXCEED 0 -25% 20 FEET 25 -50% 15 FEET OVER 50% 10 FEET DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 ST MONUMENT STAMPED "LS 3997" AT THE CENTER OF CUL —DE —SAC AT THE NORTH END OF OAK CREST PARK DR, PER ROS 18416 ELEV = 388:479' (NAVD 88) SECTION C —C CORRUGATED STEEL PANELS II r r r r r r r r r r •r_ r r - -. •rrrrr�ir� rr.rrrr, r r r rr r r r -'r r r rr r r 0-1 •r�iiiii� iir�rr, • r r r r r r• r r r r r r .r_ r •r 24' MIN 50' MIN DETAIL: STABILIZED CONSTRUCTION ENTRANCE/ EXIT NOT TO SCALE AS -BUILT APPROVAL INT. DATE PUBLIC WORKS BRYAN D. SMITH DATE PLANNING REVIEWER CITY ENGINEER DATE INSPECTOR DIRECTION OF FLOW DIRECTION OF FLOW GRAVEL BAGS LROW 2 & 3 — 1 WIDE 2 GRAVEL BAGS WIDE NOTE: 1 GRAVEL BAG HIGH 1. ALL PROVISIONS OF INLET OPENING BMP DETAIL SE -10 SHALL BE APPLIED. 3 )IRECTION )F FLOW VEL BAGS 12 & 3 — 1 WIDF L 0 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH INLET OPENING DETAIL: STORM DRAIN INLET PROTECTION NOT TO SCALE BACK OF SIDEWALK /BURLAP SACKS TO OVERLAP ONTO CURB RUNS I II LCURB RUNOFF -- couIWAV GUTTER GRAVEL FILLED SANDBAGS STACKED TIGHTLY NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. DETAIL: GRAVEL BAG CHEVRONS EROSION AND SEDIMENT CONTROL LEGEND PROPERTY LINE LOT LINE FLOW DIRECTION SANITARY /SEPTIC WASTE MANAGEMENT PER WM -9 Iml LIQUID WASTE MANAGEMENT PER WM -10 LWM SCHEDULING PER SS -1 SCH WATER CONSERVATION PRACTICES PER NS -1 O CONSTRUCTION ENTRANCE HAZARDOUS WASTE MANAGEMENT PER WM -6 0 BMPS TO BE IMPLEMENTED " EC -1 SCHEDULING STORM DRAIN INLET C PROTECTION PER 5E -10 SILT FENCE GRAVEL BAG BERM PER SE -6 FIBER ROLLS FIBER ROLL PER SE -5 OR USE GRAVEL BAG BERM WEIGHTED FIBER ROLLS FOR — — FR — — ASPHALT PAVEMENT AREAS STORM DRAIN INLET PROTECTION SILT FENCE PER SE -1 — — SF — — STREET SWEEPING AND SSV VACUUMING PER SE -7 ILLICIT CONNECTION /DISCHARGE MATERIAL DELIVERY AND STORAGE PER WM -1 CONCRETE CURING WM -4 Ms ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE STOCKPILE MANAGEMENT PER WM -3 MANAGEMENT SPILL PREVENTION AND CONTROL PER WM -4 O SOLID WASTE MANAGEMENT PER WM -5 s CONTAMINATED SOIL MANAGEMENT PER WM -7 cSM CONCRETE WASTE MANAGEMENT PER WM -8 CwM HAZARDOUS WASTE MANAGEMENT SANITARY /SEPTIC WASTE MANAGEMENT PER WM -9 Iml LIQUID WASTE MANAGEMENT PER WM -10 LWM SCHEDULING PER SS -1 SCH WATER CONSERVATION PRACTICES PER NS -1 O CONSTRUCTION ENTRANCE HAZARDOUS WASTE MANAGEMENT PER WM -6 0 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 " 5E -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 ® STABILIZED CONSTRUCTION ENTRANCE. DESILTING BASIN NOTE: BIOREfENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIOREfENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. NOTES: 1. LOCATION OF BUILDING AND ACTIVITY AREAS (E.G. FUELING ISLANDS, WASTE CONTAINER AREA, WASH RACKS, ETC.) IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ADDED TO THIS PLAN. 2. CONTRACTOR TO MARK ON THIS PLAN THE FINAL LOCATION OF WM BMPS INCLUDING CSM, CWM, MS, SS, ETC. 3. CONTRACTOR SHALL NOTE ON THIS PLAN THE LOCATIONS, IF ANY, WHERE MATERIALS ARE DIRECTLY EXPOSED TO \� STORM WATER. 1\ 4. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS I 30' 0' 15' 30' 60' 5. ALL CONSTRUCTION GATES SHALL BE SLIDING ONLY 6. CONTRACTOR MUST OBTAIN TRAFFIC CONTROL PERMIT PRIOR TO INSTALLING THE STABILIZED CONSTRUCTION SCALE: 1" = 30' ENTRANCE OR CONSTRUCTION FENCE SYSTEM IN THE PUBLIC RIGHT OF WAY. 7. THE PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT (CGP) AND IS PROFESS /ONq COVERED UNDER WDID NO. 9 37C379518 CONTRACTOR SHALL COMPLY WITH THE CGP AND SWPPP PREPARED ���� D. S �F� FOR THIS PROJECT AT ALL TIMES UNTIL FINAL NOTICE OF TERMINATION IS FILED WITH THE STATE WATER BOARD. Q-- -A 2 W m = m '< ;r - i 6/J�V C 06-30 N 0 1 N I i N I N i sT9T� clvi1. OF CA��F 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 " fax 858.597.0335 " www.fuscoe.com UGJIVIVCU NOT TO SCALE I URHYYIV 61: NS -13 CONCRETE FINISHING ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT " WM -1 MATERIAL DELIVERY AND STORAGE EROSION CONTROL NOTES: WM -2 MATERIAL USE RECOMMENDED: APPROVED: _ H CO�� JES OW NS CHRISTOPHER . MAGDOSKU DATE I& ' DATE GRADING PLAN FOR: SAN DIEGUITO ACADEMY ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE ENCINITAS, CA 92024 EROSION CONTROL PLAN PLANNING CASE NO: 14 -050 CDP APN: 258- 280 -04 " WM -3 STOCKPILE MANAGEMENT O SD INLET PROTECTION, PER CALIFORNIA STORMWATER QUALITY WM -4 SPILL PREVENTION AND CONTROL ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) SE -10, WM -5 SOLID WASTE MANAGEMENT TYPE 3: GRAVEL BAG, SEE DETAIL ABOVE " WM -6 HAZARDOUS WASTE MANAGEMENT FIBER " WM -8 CONCRETE WASTE MANAGEMENT ROLLS PER DETAILS ON THIS SHEET WM -7 CONTAMINATED SOIL MANAGEMENT O3 GRAVEL BAG CHEVRONS EVERY 20 FEET IN FLOWPATH PER CA " WM -9 SANITARY WASTE MANAGEMENT BMP HANDBOOK SE -6. NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK ® STABILIZED CONSTRUCTION ENTRANCE. DESILTING BASIN NOTE: BIOREfENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIOREfENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. NOTES: 1. LOCATION OF BUILDING AND ACTIVITY AREAS (E.G. FUELING ISLANDS, WASTE CONTAINER AREA, WASH RACKS, ETC.) IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ADDED TO THIS PLAN. 2. CONTRACTOR TO MARK ON THIS PLAN THE FINAL LOCATION OF WM BMPS INCLUDING CSM, CWM, MS, SS, ETC. 3. CONTRACTOR SHALL NOTE ON THIS PLAN THE LOCATIONS, IF ANY, WHERE MATERIALS ARE DIRECTLY EXPOSED TO \� STORM WATER. 1\ 4. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS I 30' 0' 15' 30' 60' 5. ALL CONSTRUCTION GATES SHALL BE SLIDING ONLY 6. CONTRACTOR MUST OBTAIN TRAFFIC CONTROL PERMIT PRIOR TO INSTALLING THE STABILIZED CONSTRUCTION SCALE: 1" = 30' ENTRANCE OR CONSTRUCTION FENCE SYSTEM IN THE PUBLIC RIGHT OF WAY. 7. THE PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT (CGP) AND IS PROFESS /ONq COVERED UNDER WDID NO. 9 37C379518 CONTRACTOR SHALL COMPLY WITH THE CGP AND SWPPP PREPARED ���� D. S �F� FOR THIS PROJECT AT ALL TIMES UNTIL FINAL NOTICE OF TERMINATION IS FILED WITH THE STATE WATER BOARD. Q-- -A 2 W m = m '< ;r - i 6/J�V C 06-30 N 0 1 N I i N I N i sT9T� clvi1. OF CA��F 6390 Greenwich Drive, Suite 170, San Diego, California 92122 tel 858.554.1500 " fax 858.597.0335 " www.fuscoe.com UGJIVIVCU oI: I URHYYIV 61: Unt�ntU n1: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JCG PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: C 75822 �� BRYAN D SMITH EXP.: 06 -30 -2018 RECOMMENDED: APPROVED: _ H CO�� JES OW NS CHRISTOPHER . MAGDOSKU DATE I& ' DATE GRADING PLAN FOR: SAN DIEGUITO ACADEMY ENGLISH & ARTS CLASSROOM BUILDING 800 SANTA FE DRIVE ENCINITAS, CA 92024 EROSION CONTROL PLAN PLANNING CASE NO: 14 -050 CDP APN: 258- 280 -04 13170 - G C -15 SHEET 16 OF 16 m