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2015 12091-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. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PHASES 1 AND 2" PREPARED BY: GEOCON DATED: JULY 2, 2013, AND UPDATE DATED JULY 12, 2013, PROJECT# G1587 -42 -01 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL 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. 12091 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RUSSELL THORNTON AT (760) 802-3585,24 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 ER OSIO N CONTROL DEVICES TO WORKING ORD ER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL ABA 953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. QR�FESSION47�y 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SER $IOiL IDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC 17 OR WC -18. Q r� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK A5. V i 'f" / b-111-16 CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 STREET MONUMENT STAMPED "LS- 3997" AT THE CENTER OF THE CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DRIVE, AS SHOWN ON RECORD OF SURVEY 18416 DATUM: NAVD88 ELEVATION: 388.479 G:\ 17100\ 17100 -A \C ivi N 1710OApgrdO t.dgn �o. G 63265a � ESP• X34120 Q / 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. uj PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. d 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. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760 )-633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OWNER SITE ADDRESS SAN DIEGUITO UNION 800 SANTA FE DRIVE HIGH SCHOOL DISTRICT ENCINITAS, CA 92024 710 ENCINITAS BLVD APN NO. 258 -CAB 00 ENCINITAS, CA 92024 04 (760) 753 -6491 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. �AA� SIGNATURE: �U V V DATE: Z Schrrifii- REPRESENTATIVE OF SAN DIEGUITO UNION HIGH SCHOOL DISTRICT SOILS ENGINEER'S CERTIFICATE I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR AN UPDATE ON 7• #1.1011 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. �0 QPOFE G9q JOB #: 4 ISb °% cep- PR O/ air zevr_ EXP. 3. z f J 20/4 3. 3 0 - ` No.2642 m EOCON, INC. No. 42132 - z 960 FLANDERS DRIVE m y* C�0 CH�`G�P SAN DIEGO, CA 92121 a STar_ 858- 558 -6900 "THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: Miorr RI HARD C. O'NEILL RICK ENGINEERING COMPANY 1770 IOWA AVE., SUITE 100 RIVERSIDE, CA 92507 951 - 782 -0707 RCE 63285 EXPIRES 6/30/16 EARTHWORK DATA IMPERVIOUS AREA MAXIMUM VERTICAL DEPTH OF CUT = 2.85' IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 94,529 SOFT MAXIMUM VERTICAL DEPTH OF FILL = 8.80' IMPERVIOUS AREA AFTER CONSTRUCTION: 102,091 SQFT CUT = 1,300 C.Y. FILL = 4,550 C.Y. INCREASE IN IMPERVIOUS AREA: 7,562 SQFT IMPORT = 3,250 C.Y. IMPERVIOUS AREA REPLACED: 16,545 SQFT REMEDIAL = 20,800 C.Y. (RECOMPACTED IN PLACE) APPROXIMATE DISTURBED AREA: 91,657 SQFT BMP PROJECT STATUS: PRIORITY - HMP PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON /- `o,� 5, Zo 15 WDID NO.9 37C372395 I AS DOC. #: W) 5 - U2.ZI465 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT j;12 �� c �zs �s Y 15 VV \ DATE SIGN DATE SIGN DATE SIGN DATE N DATE " OF G� I ' i SCALE DESIGNE Y: DRAWN BY: CHECKED BY: JCB I JCB MLA AS _g11 ft -7 PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL: NONE DATE: Y/,S VERTICAL: NONE R.C.E. NO.: 63285 NAME DATE RICHARD C. O'NEILL EXP.: 6/30/16 ENGINEERING DIVISION APPROVALS RECOMME DED: ,Qc� APPROVED: MASIH MAHER GLENN PRUIM DATE DATE S � o s - w° � m N ° QUr w °� boo 0 N v owmm o z 0 w z a � � N w a CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G HOUSING AND TENNIS COURTS 800 SANTA FE DRIVE C -101 w ENCINITAS, CA - PLANNING CASE N0: 14 -050 CDP APN #Zi - 280 -04 SHEET 1 OF 9 0 PLOT DATE: 27- APR -2015 JN 17100A CIVIL SHEET INDEX SHEET N0. TITLE C -101 NOTES C -101.1 INDEX SHEET C -102 DETAIL SHEET C -103 SECTION AND DETAIL SHEET C -104 DEMOLITION PLAN C -105 PRECISE GRADING PLAN C -106 PRECISE GRADING PLAN C -107 COMPOSITE UTILITY PLAN C -108 EROSION CONTROL PLAN BMP PROJECT STATUS: PRIORITY - HMP PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON /- `o,� 5, Zo 15 WDID NO.9 37C372395 I AS DOC. #: W) 5 - U2.ZI465 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT j;12 �� c �zs �s Y 15 VV \ DATE SIGN DATE SIGN DATE SIGN DATE N DATE " OF G� I ' i SCALE DESIGNE Y: DRAWN BY: CHECKED BY: JCB I JCB MLA AS _g11 ft -7 PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL: NONE DATE: Y/,S VERTICAL: NONE R.C.E. NO.: 63285 NAME DATE RICHARD C. O'NEILL EXP.: 6/30/16 ENGINEERING DIVISION APPROVALS RECOMME DED: ,Qc� APPROVED: MASIH MAHER GLENN PRUIM DATE DATE S � o s - w° � m N ° QUr w °� boo 0 N v owmm o z 0 w z a � � N w a CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G HOUSING AND TENNIS COURTS 800 SANTA FE DRIVE C -101 w ENCINITAS, CA - PLANNING CASE N0: 14 -050 CDP APN #Zi - 280 -04 SHEET 1 OF 9 0 PLOT DATE: 27- APR -2015 JN 17100A PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERE ON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. LEGEND LIMITS OF REMOVAL-- -- -- -- -- ---- - - - - -- / / / / /// SAWCUT- . —. - - -- - - EXISTING WALL- EXISTING - - - - - -- EXISTING PALM TREE - - - - -- CONTOUR (EXISTING) - - -- -- - -- - ------ --- -------------- 216- -- ----- - - - --- CONTOUR ( PROPOSED) -- -- - - - -- -- -- -- _ 220 ' � PROPOSED FENCE ----------------- - -- --- PROPOSED CURB AND GUTTER PROPOSED RETAINING WALL - - -- A.C. PAVEMENT -------- - - - - -- - EXISTING AREA DRAIN BOX-- --- -- - - - - -- - -- ❑ EXISTING MANHOLE--- -- - -- - -- - - -- — o EXISTING LIGHT ------- - - - - -- - - -- LATERAL---------- - - - - -- -- • EXISTING WATER METER- ---- ----- - - -- -- WM EXISTING ELECTRICAL VAULT- - -- E•v EXISTING CHAIN LINK - LP EXISTING STORM DRAIN - - - - -- - - -- SD— EXISTING SEWER - - -- ---- - - - - -- s EXISTING WATER --------------- ------ - - - - - -- -- - -- w EXISTING BOX - _.__------ -- -- _.— _.___ -- -- o EXISTING GAS VALVE - -- - -- - - - - -- - -6V EXISTING IRRIGATION CONTROL VALVE -- - -- -ICV EXISTING WALL- EXISTING - - - - - -- EXISTING PALM TREE - - - - -- CONTOUR (EXISTING) - - -- -- - -- - ------ --- -------------- 216- -- ----- - - - --- CONTOUR ( PROPOSED) -- -- - - - -- -- -- -- _ 220 ' � PROPOSED FENCE ----------------- - -- --- PROPOSED CURB AND GUTTER PROPOSED RETAINING WALL - - -- A.C. PAVEMENT -------- - - - - -- - -- 4" PCC SIDEWALK------------------------------------------------------------- EDGE OF PAVEMENT ELEVATION - -- -- - -- - -- - - - - -- EP PROPOSED STORM DRAIN---- - - - --- -------- - - - - -- SD PROPOSED WATER LATERAL---------- - - - - -- -- • - -- W PROPOSED SEWER LATERAL ------ - - - - -- S PROPOSED SEWER CLEANOUT--------------- Q TOP /TOE OF SLOPE Nionloullakiffl 0011 BOTTOM OF CHANNEL DRAIN ELEVATION BOT DEEPENED FOOTING ----- - - - - -- - -- - - --- -- -- - -- DF EDGE OF PAVEMENT ELEVATION - -- -- - -- - -- - - - - -- EP FINISHED GRADE ELEVATION --- - - - - -- - - -- -- - - -- FG FLOWLINE ELEVATION ----- -------- ---- ----------------------- --------------- ---------------- --- -- FL FINISHED SURFACE ELEVATION - -- - -- - - -- - - - -- FS GRADE BREAK - -- - -- --- - - - - -- - - -- - - -- - -- GB HIGH POINT - - - - -- --------- - - - - -- - - - -- HP INVERT ELEVATION -------- - - - - -- - - - - -- IE LOW POINT - - --- -- — -- --- --- --- -- -- -- - -- --- — -- ._... -- - - - -- - - LP ON CENTER ---------- - - - - -- -- - -- - - -- - - - -- O.C. ON CENTER EACH LF PLANTING AREA -- - - - -- -- -- -- - - -- - PA TOP OF CURB ELEVATION ---- - - - - -- ---- - - - - -- - TC TOP OF GRATE ----- - - - - -- -- - - -- - - -- - -- -- -- TG TOP OF WALL ELEVATION----------------------- - --- -- ------------ -- ------ ----------- TW SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN HEREON WAS PREPARED BY PHOTO GEODETIC CORPORATION AREAL MAPPING PROFESSIONALS DATED MARCH, 1 2013. SCALE: 1 "= 80' 80 0 80 160 11 *� 3 Exp. 6130/2018 r� *% KEY MAP 1"-80' \ LEUC Il \ A \ 9n n X \ z 0 o n 5 PACIFIC OCEAN BLV r -- _ - -_ -- �q� n Ll%0 n z � O m Y r r a U a ENCINI AS BLVD SITE ANTA FE DR m r n n z 0 70 m n VICINITY MAP N.T.S. �O F� l _O �P CONSTRUCTION NOTES & QUANTITY ESTIMATE �A EXISTING TO BE REMOVED © EXISTING TO BE RELOCATED © EXISTING TO BE ADJUSTED TO GRADE QD EXISTING TO BE PROTECTED IN PLACE (It INSTALL PERMEABLE PAVERS PER DETAIL 4 ON SHEET C- 102_- __- __- _--- - - - - -- __7,110 SF 02 CONSTRUCT 4" PCC SIDEWALK WITH NO.3 REBAR AT 18" O.C.E.D..__ .__..._._____._._._. ------ 5,130 LF ( CONSTRUCT TENNIS COURT PER LANDSCAPE ARCHITECT PLANS SHEET L- 1.0 ---------- ____6 EA ® CONSTRUCT 6-CURB AND GUTTER (TYPE A2 -6) PER APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C- 102_— .. —_ —.— __________________.____410 LF (�5 CONSTRUCT RETAINING WALL (H PER PLAN) PER APWA STD DWG NO. 610 -3 AND DETAIL 3 ON SHEET C- 103._._._._._.___ --- ---------------------- __ ------ __1,395 LF © INSTALL ACO K100 TRENCH DRAIN PER DETAIL 2 ON SHEET C- 102__ —._ -- ._._._.428 LF Q CONSTRUCT CURB OUTLET DOWN DRAIN PER DETAIL 3 ON SHEET C- 102_....._._.__.__...1 EA ® INSTALL 3-STEEL PIPE UNDER TEMPORARY A.C. PAVEMENT PER DETAIL 7 ON SHEET C -102 .._—_.—..__.__.______..______ ------------ __...__.._.__.__._.._._.__._20 LF 09 INSTALL BLEACHERS PER LANDSCAPE ARCHITECT PLAN._.-- _.-- ._._....__....._..._.._...1 EA 10 INSTALL TENNIS COURT PERIMETER FENCE PER LANDSCAPE ARCHITECT PLAN - - - - - -- - - - - -- - - - - -- - -- - - -- ------ --- - --- --- --__1,175 LF 11 INSTALLY, -WATER PIPE._.__.—.-_._._. _.—_.— .— _.-- .— ._-- .— _.— .__._ ------ 595 LF 12 INSTALL 4" SEWER LATERAL - - -- - - - -- - - - - - -- - - - -- - -- - - -- -- - 480 LF 13 INSTALL 4-SEWER CLEANOUT PER DEATIL 5 ON SHEET C -102 _____-___ _ ----- EA 14 PLACE TRENCH BACKFILL PER DEATIL 6 ON SHEET C-102- _____.____725 LF 15 INSTALL 6-STORM DRAIN PIPE _ _._.. .— ._— _.— _.-- _-- ._— _.__.__._ —b17 LF 16 INSTALL ACCESSIBLE RAMP WITH HANDRAILS PER LANDSCAPE ARCHITECT PLAN - -- - - -- - -- — -- - - - - -- - - - -- --- - - - - -- -- - - -- -150 LF 18 CONSTRUCT 6-CURB (TYPE Al -6)PER APWA STD DWG NO.120 -2 AND DETAIL 1 ON SHEET C -102 ----- _. ___ ...... _._..—.__._._....— .— ._._._.__....._._.— ..__._.__ 43 LF 19 CONSTRUCT 10- CURB (TYPE Al -6) PER MODIFIED APWA STD DWG NO. 120- 2..__._. —.8 LF AND DETAIL 1 ON SHEET C -102 ©0 CONSTRUCT VARIABLE HEIGHT CURB (10-TO 6 ", TYPE Al -6) PER MODIFIED APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C -102 _--- _-- -_._50 LF ©1 INSTALL 6- DROP INLET WITH ATRIUM GRATE .._—_.—.__.---- ------ __.__._— ...— ...__._..__._._.3 EA © CONSTRUCT 4' WIDE GRADED SWALE (DEPTH =0.5', BOTTOM WIDTH= f).____.__.__224 LF ©4 APPLY ACCESSIBLE PARKING STRIPING PER DETAIL 9 ON SHEET C- 102._.— .—...._ ..... 1 EA ©5 INSTALL PARKING BUMPER PER DETAIL 1 ON SHEET C- 103_..— _— _— .— ._._._.— .__.13 LF INSTALL TRUNCATED DOMES PER DETAIL 2 ON SHEET C- 103.._— ___.__....__.__._._._30 SF © INSTALL 6" PERFORTED PVC PIPE _.—._—.__._.__.. __...._.._._._.__._._._._._.... 156 LF ® INSTALL 24"x24-DROP INLET PER DETAIL 8 ON SHEET C- 102.._.__.__.__._._._.__. -1 EA ©9 CONSTRUCT BIO- RETENTION BASIN PER DETAIL 1 ON SHEET C- 105_.__._._._.__._._...._1 EA ®0 INSTALL ACCESSIBLE PARKING SIGNAGE PER DETAIL 11 ON SHEET C- 102....__...__.._.2 EA ©1 CONNECT TO PROPOSED DRINKING FOUNTAIN. SEE LANDSCAPE PLANS SHEET L -1.4 - -- -- - - - ---------- ------- - - -- — — - — --- -- -- --- -- - -- -- -8 LF © INSTALL W CHAIN LINK FENCE-_—_.—.—. _— ._. ----- _ -------------- . —._._ ._.__.__...._....__._._._...192 LF © INSTALL ACCESSIBLE RAMP WITH HANDRAILS PER DETAIL 10 ON SHEET C- 102._._...1 EA ©9 CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SO RSD D- 40.WITH NO. 2 BACKING -- - -- -- - - - - -- - -- - - --- - - - - -- - — --- - - - - -- - -- 4 EA 40 INSTALL 12" STORM DRAIN PIPE _..__._...._ .._._....__..__...— _.— .— ._.__._ _.__._._...._._....._._.._..110 LF 41 INSTALL GALVANIZED STEEL PLATE PER DETAIL 8 ON SHEET C -102 ..1 EA 4© CONSTRUCT 0 -CURB (TYPE Al -6) PER MODIFIED APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C -102 _.—._.__._..._._ ...__..__-- _ -------- _ ------------ ....._._..__.__._._.._.1,265 LF 143 INSTALL 48 "CMP - - -- - - - - -- -- - - - - - -- -- — - --- - - - - -- 350 LF 44 INSTALL 18-SD PIPE - -- - - - ------------ - - - - -- - -- -- - 108 LF 4© CONSTRUCT TYPE 'A-4' SO CLEANOUT PER SAN DIEGO REGIONAL STDANDARD DRAWING D -09 -- -------- - - - - -- - -- - ------ ----------------------------- 1 EA 46 CONSTRUCT CROSSGUTTER PER DETAIL ON SHEET C- 105 ....................... _ ............ __....._ 1 EA AAsO /"orFroD sot" a: -13 (W•M•) WDID NO.9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIeI DISTRICT APPROVAI DESIGNED BY: DRAWN BY: CHECKED BY: JCB I JCB I MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQo APPR ED: GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM AS—BUILT 12091 -G BEING A STANDARD M-1 0 STREET MONUMENT HORIZONTAL: 1 " =80' DATE: V/solf ^ 4 IV � -� HOUSING AND TENNIS COURTS STAMPED "LS- 3997" AT THE CENTER OF THE MAS /IH VMAHER WWWiii�-� GLENN PRUIM 800 SANTA FE DRIVE CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE 4 R.C.E. NO.: 63285 C -101.1 CREST PARK DRIVE, AS SHOWN ON RECORD _ 5141115 ENCINITAS, CA OF SURVEY 18416 NAME A'r1E RICHARD C. O'NEILL EXP.: 6/30/16 DATE DATE J��S� /� PLANNING CASE NO: 14 -050 CDP APN# 288- 280 -04 SHEET 2 OF 9 G:\ 17100\ 17100- A \Cfvfl\17100ApgrdOl_l.dgn PLOT DATE: 27- APR -2015 JN 17100A M o ^^ o o� )mom 0 a w z9 W� II ACKER STONE "AQUA- VIA " SERIES ACKER STONE "AQUA - VIA " SERIES PAVERS (OR APPROVED EQUIVALENT) PAVERS (OR APPROVED EQUIVALENT) ACID DRAIN m m - (COLOR AND PATTERN TO (COLOR AND PATTERN TO t 11 6 "CURB 2 6 "CURB BE DETERMINED BY OWNER) BE DETERMINED BY OWNER) Old E K "I .- J44 Lo z z o meter channel Half t channel FINISHED GRADE E E 39.37' 9 ten 5IZ "1301 19691os.e @n A -'. PROPOSED %0 JOINTS *3.25" 3�6 "JOINT$ m 0D I` I 96 ° °° ' �� �' 0 -EDGE CURB 4 PROPOSED q u' 394'u00m. 6s9u7Dmm1 Ktom3 IJiI IIdIH311 HAND TIGHT HAND TIGHT 50 Bull 150 mm) ❑orp. (P 966'I220mm1 K30203 91r 2N 6„ Q 6„ w ® P m, 1663 "1272." 22123 p 0 "EDGE CURB 4 � � ®' �1266'(320mm1 3L81'(300mmt if 12.6tl(320mm1 KIL403 a® -� 374a9l H BEDDING BATTER 3.12 BATTER 3:12 _ l3a "(3amm) °1V LL SLOPE 8.3X � W " B a B `A SECTION B -B BASE , Kn kopts IcIM etl o l eve y 5E Tdrpd O p E E PLAN VIEW NOT TO SCALE a E E " LEVEL NOT TO SCALE Type x9016 In line catch hash 2C 5 mm) C 4 A1- 6(150)AND 512932..) 19:m5.meD loo6assnA 2z671576A A1- 8(200) A2- 6(150) AND A2- 8(200) 94(110.)[1 6 "CURB AND GUTTER • 11" SUBBASE z z ® „� ,„ EMERGENCY OVERFLOW WEIR AASHTO #57 GRAVEL 1 e 31.00 TC VIBRATED IN PLACE E 6„ 30.50 FL v6" v W (150 mm') MIN (150 INm) .-G `:...,; s, K. e _.,i.., - - 230.50 TC /FL L 150 mm) 3/4 "(20 mm) R BATTER 3:12 BATTER 3:12 29.16 FG )III -)III BOTH stow - BOTTOM OF BASIN -)III III ��II II III�I III' II� SLOPE 2.0% I ° Total capadry =10.49 gatlons. � - - II SRI w.. II -II - e LEVEL c'� IRIRIFIII91 I - - -I I�111 E °"`" fdYO, �a - *NOTE: PAVERS AND BASE MATERIALS SHALL D E E D1- 6(150) AND A3- 6(150) AND A3- 8(200) k25 ri D1- 8(200) NOTES: „) z 1. THE LAST NUMBER IN THE DESIGNATION IS E E ­a x4 x 10"R 4 "OC THE CURB FACE (CF) HEIGHT, INCHES (mm). In E dD ( "13M x 250 mm 0 2. GUTTER WIDTH, W, IS 24 "(600 mm) ,° 6" v ® 1200 mm OC) UNLESS OTHERWISE SPECIFIED. iv 150 mm GROUTED IN PLACE 3. TYPES AL A2, A3 AND C1 SHALL BE (d BATTER 3:12 CONSTRUCTED FROM PCC. 3/4" aal.i product OWet zi lath. 40) 1 vere Depth 6PM cis .. A Core. ;dl -KOO Oro d 394' toe 024 A Bait tl1-K40 4 romd 1181 187 042 R Bolt outlet KOO 5' Dual 394 177 039 R Bottom mrtleF K40 6 v l 1181 306 068 C I'd OUNet -K20 4 and 787 132 029 C EM Met -K40 4,l181" 74003 lll 038 D KI 3086 F Cant p F KI 984 233 052 E K140&66 "Natcap 6 vl 1181' P6G 059 i TWO KI 90 4 P d 1930' 226 050 G Type III III aL o1nd 256]" 265 059 H TypeK1901G 4 round 2530" 263 059 1 Type KI ODIC i. appit 1856' 222 049 1 Type K1-901G 61 at 258" 586 130 K Type KI -901G. 4'ropnd 2643" 269 0.60 L Ica KI 901G 4 ro d 1936" 227 051 M e KI901C 6. round 27.30' 604 134 N Type K190 G 6 round 1999" 505 112 D Type KI 90IG Ieppod 2730" 1051 234 n Type Kl -90IG 6 :m d 2643" 593 132 D Type Kt90G 4 "mwd 2717' 273 0.61 R Type KI 901G 4 "routs 2068" 235 0.52 5 Type K190TG r rod" 1899" -224 050 T Type KI 901G 6 "round 2].1]" 602 1.34 End Caps el Dead I.I. cap SECTION A-A BE INSTALLED PER MANUFACTURER 2.125'13..1 -.. _ 1.50"(38rnOd NATIVE SOIL WITH RECOMMENDATIONS AND GUIDELINES NATIVE SOIL WITH E-j eu a e 1111. 1264' 0mA NOT TO SCALE NO COMPACTION NO COMPACTION appear, K140406 G 5i "(32.6 h C� - Ll6(47mm1� �- 552! m, 3 CURB OUTLET DOWN DRAIN DETAIL 4 NOT TO SCALE PE 7 c -10 RMEABLE PAVER DETAIL 0 6" Deal partial nap ' e NOT TO SCALE 150 "138." F - ) Dms4 "'¢06261 6 TRENCH WIDTH =W PROPOSED CURB AND GUTTER EIA "6 EXISTING FINISH SURFACE AC PAVEMENT 1" THICKER 5s0"140m" THAN EXISTING PAVEMENT (20 mm) nwr Tne "a "moabe m.. almmmesoartpeennm . NOT Omena)w.mrea. Cl 4. TYPE D7 CURB SHALL BE CONSTRUCTED nm .rm.,aroneme.,nenrxen"�o-�ne..hl n4ae :no,.. FROM ASPHALT CONCRETE. 3 "(75 mm) PROPOSED CURB AND GUTTER 5. TYPE C1 CURB SHALL BE ANCHORED WITH j Se 15/1 a e EXIST. AC PVMT. 1" APR POSED 34ST£EL`` PIPE UNDER PROPOSED 3 "STEEL PIPE UNDER TEMPORARY A.C. PAVEMENT Sep II TE PORARY A.C. PAVEMENT, STEEL DOWELS AS SHOWN DR WITH AN PROPOSED §E fORARY TEMPORARY AC PAVEMENT EPDXY APPROVED BY THE ENGINEER. A.C. PAN MEN I ' 6. ALL EXPOSED CORNERS ON PCC CURBS EXIST. Al BASE �` II PROPOSED PERMEABLE PAVERS AND GUTTERS SHALL BE ROUNDED WITH A C1- 6(150) AND C1- 8(200) ACID 2 I' AGG. BASE 1" THICKER 1/2 "(15 mm) RADIUS. KlassikDrain - K700 Galvanized steel edge rail channel system THAN EXISTING BASE U o INSTALL SIGNS ' NO LESS THAN 4" TOTAL U PROPOSED PERMEABLE PARKING PER CBC 116 -502.6 a4 I I D1 1 =1 11 �, 11 11 117 11 1 =1 1 =1 I) ONLY w 1 CURB DETAILS lelact C -10 Z NOT TO SCALE hical landenlen STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION def � Wallet DeacrNtlon No. an pd: - STANDARD PLAN KLDO MI. ha 1393]'6m1T (� (� 3.94 346 CURB AND GUTTER - BARRIER 120 -2 74028 945 240 498 K1Id4AddM1 M393TI 7AOI 413 . 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DENSITY, MATERIAL STORAGE AND CE SETBACK IS EQUAL TO ENGINEER. R =1/2 THE DEPTH OF SECTION D -D THE TRENCH. SHORING NOT TO SCALE (TYP) MAY BE REQUIRED IF PLAN VIEW TRENCH DEPTH IS WATERED & GREATER THAN 5 FEET. NOT TO SCALE COMPACTED CLEAN 6' -8" SAND OR APPROVED GRANULAR SOIL (SAND UNDER PAVEMENT STEEL PIPE DETAIL B EQ>30) 6" C -10 NOT TO SCALE BACKFILLED TO 12" MINIMUM OF 4" OF WATERED & SLOPE TOP TO DRAIN OVER PIPE. COMPACTED CLEAN SAND (SAND EQ>30) AS BEDDING UNDER FINISHED GRADE OR PIPE. PAVING PER PLAN UNIFORM Y COMPACTED, FIRM FREE DRAINING 2`0" � tl. 2 "x 2 "GALVANIZED GRANULAR SOIL BEDDING FOR PIPE SUPPORT 3" ° STEEL PIPE POST 1V " "h'aAa d X ben ma M, m < A6 L FINISHED � TOP OF GRATE ELEVATION 12 "DIAMETER 2 d.m calbi k am,lmdtteaddepm abirict5pri mad draniloampisTabectl And, ad nal, GRADE CONCRETE FOOTING T Ali M o hang ddmlh add2mn 1168'Iro nrerc deal SEE PLAN N 3T ^,Parch° K[ Id pal trop b1 Q k1Pklea lb,, °altMakt aid M da6 belea .."a 8" 6 TRENCH BACKFILL DETAIL _ _ _ RAISE LETTER 4. old cai beeI do caudal K pay. ncreleto, remwableO -aok dom oldet, naat bucker PlaA¢ dal sr e . Beal as aparral prate. - III -III- III -„ 1 I- III - III - - 3/16"5 mm 24" specifications wateabWm)hn 09711 wn naltemaattairadepe,car man C -10 NOT TO SCALE 14 111 11- � - m - 111-17)- III -11' ~' -11 -- VAN ACCESSIBLE PARKING SIGNAGE A A D (600 .)MIN a' Fmsl mom YES loma e�Krbe":eea WMmramaero wdrma IIL �~ If D � -A" I Few YES Loarat EacheaHet pa Ce aH lLedr -i 41 SEE �I1 - T^esullasedIDPaBa ptnishallbeA000 n Dlw el new radical YES (25mmltlrvck. BELOW ° _ '� KlawmplINewitlrWlmga aenaza xim ONCNoK Th,ma,OdMaedcpppIaKLbe4'N00mm) ancen CONCRETE CB BROOKS bcknl as mauRaMnd bred PPyTn Hod Ma, uM wa ll tl)h Pl s.12'1130mml. necastunrts Ore. sAdl be spaM iIII, aparall AGO Span jm E `� Inc. ormprovetlepual. shall be malMacwred and all ad Man appe, 1 IMPale'heela for dlais. AXer remove) m Wades w Idelals NMIe 450 (13 1)ExhI llheats pass art othe Mend. ad 11 "tea oce uNed 'd. Thehe"Rapimare"pihaube manNaWretl partial ad tle hen. bona. a 8ro c ® fiam Wye. filaymerconcreteumm )amen Mxc mttM3I area Lips "I hive mslalhWar PtWaatesaz)ppovrs. IAporw aid O.Adiarba epe He added, IMhenN dead "I sh 9be Mehl I ' \ OppreasSrve fien54h: 14,000 Pei All rvtnca tand ro me aeardance AM th mandrau rs inmaace PLAN ,+ 1 Rawl s0ai 4,peope amcatidngbedampe dorappirsurlace 'foappms andodammeilbns. ACCESS COVER tats el ( 1a%e'il Ibe wee'ly l Ad. POlymc, Mandate, IIX _ Willif 2" 2" E ti E 13"(330 Al n E Northeast SakaOm[e Weal Sales M- Sadial Sales Om loll ui VII EC (451 6' (:I 1"(21 5_ mm) I PO. Bal 245 PO. el 12067 42118 uMP d -. d Z 3/ "� M E E 3" TYP m 7,_10 "(259 mm) 1 (10 mm) CM1 tl l OH 44024 C G tl A) 85130 ran at W 297M s SECTION A -A 2" 2" 3' -0" Northeast SakaOm[e Weal Sales M- Sadial Sales Om loll ui VII EC 1 6' PO. Bal 245 PO. el 12067 42118 uMP d -. d Z On 2'-8" 3" TYP e�6e CM1 tl l OH 44024 C G tl A) 85130 ran at W 297M s 2 2" 2" 3' -0" Northeast SakaOm[e Weal Sales M- Sadial Sales Om loll ui VII EC 3' _ 6' PO. Bal 245 PO. el 12067 42118 uMP d -. d Z On 2'-8" 3" TYP e�6e CM1 tl l OH 44024 C G tl A) 85130 ran at W 297M s 2 w T I. 144012857a0 Tel (52014219988 T& h (800) 5434764 Mammal mal C t h on L� J 2' TYP pat :(80015434764 Ell 10081490552 F 1el W21063 (PWiGOD Pil ACCESS FRAME a TYP. (BLUE COLOR) I 1. (440)2857005 F J520142LEA9 AnAGODomp, O GAP E Om mx�smmw" vsyeo min, m EQUAL TO 10590 PER 1 A, J a,. 'I SLOPE TOP Sep 13/1 - - FED. STD 5958 / 2" 2" 3' -0" i 2'-6" E , � isl E m,_, !o �E "' 6' I 1" (25 mm) On 2'-8" 3" TYP e�6e 45' 2424 WITH GALVANIZED 2- 25.52 IE - - -- FAIRWAY STEEL GRATE GREGATE BASE OR APPROVED EQUAL 2 t6,THICK n ACCESSIBILITY SYMBOL -i PER CBC SECTION 116- 703.7.2.1 6 "TYP -► (� 4" MIN 1/4" GALVINIZED o STEEL PLATE BLUE BACKGROUND COLOR EQUAL "STAINLESS STEEL BOLT ~ TO 10590 PER FED. STD 5956 V2 � WITH EXP. SHIELD (TYP.) 0 WHITE TRAFFIC PAINT 1.35 "ORIFICE DRILLED OR CUT �° INSTALL SIGNS SYMBOL & BORDER AT INVERT OF BOX 0.25' 1.50' 0.25' PARKING PER CBC 118 -502.6 ONLY 2" 25.52 IE I L NOTE: MINIMUM SECTION C -C e ACO K100 TRENCH DRAIN SIGN SHALL MEET THE REQUIREMENTS OF CBC SECTION 1IB- 703.7.2.1 NNE$250 C -10 NOT TO SCALE O e ACCESS FRAME E 8 DROP INLET &STEEL PLATE DETAIL 13=1/2" g g & COVER 0 . C -10 NOT TO SCALE 641 (TYP) ACCESS CAP 11" " a > ACCESSIBLE PARKING SIGNAGE (275 mm) DIA x 1/2" ° e a E ~ I PER DETAIL 10 THIS SHEET (15 mm) THICK w/ z MORTAR. TYPE F do Nj1 3/4 "(20 mm) .. x PIPE BELL FINGER H 0 L E AT 45 DEGREE GROOVING DETAIL MIN o> Of OADING ZONE 2 "x 2 "GALVANIZED II II NOT TO SCALE LANDING 2 O 3„ D: STEEL PIPE POST ING "IN 12 INCH 6 "CURB PER PLAN VARIABLE HEIGHT E LETTERS AT 'I'll ET ESS AREA RETAINING CURB 1.0' GROOVED BORDERS MUST CONCRETE FOOTING 0 "CURB FACE BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPS ACCESSIBLE PARKING SIGNAGE ®® SEE DETAIL ON THIS SHEET ISA PARKING SYMBOL *2% MAX LANDING AS ®® 4 MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING PCC TO SET. OFESS /p PER DETAIL ABOVE REQUIRED ®® 60 -MAX 0 "TC SECTION B -B no0 mm)MIN ia�i E � CAfl( ©ETC 12' MIN 5' MIN 9' MIN UNDISTURBED EARTH E g 4. THE ACCESS BLOCKED AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE °o v DRILLED OR RLOCKEO OUT PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED OUT. �P PE DE rL VARIABLE HEIGHT SECTION D- D _- r � m 6 "CURB FACE RETAINING CURB 5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS. C rn -- -- - N0. C 63265 ' '° STANDARD PLANS FOR PueLIC WORKS CONSTRUCTION NO I t: I NUNCA I ED DOME (3' MIN - MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT AT ALL 0 "CURB)PER DETAIL© STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN Exp. 6(30 /2018 * MAXIMUM 2% IN ANY DIRECTION PER THE LATEST 2 ON SHEET C -103 TERMINAL CLEANOUT STRUCTURE 204 -2 204 -2 JPI CIVIL EDITION OF THE CALIFORNIA BUILDING CODE (CBC) 11 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF z TERMINAL CLEANOUT STRUCTURE SHEET 2 OF 2 dF CAl-1F 4-10 v e 4" SEWER CLEANOUT e ACCESSIBLE PARKING STRIPING DETAIL 10 ACCESSIBLE RAMP DETAIL C -10 NOT TO SCALE c -10 NOT TO SCALE 2 4-10 NOT TO SCALE 6 WDID NO.9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE a a = ^'w n�� 'RICT wPPROVAI DESIGNED BY: DRA VN BY: CHEMKEAD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- X4.0 APPR VED GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G (1'[ BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: NONE ��- ����� DATE: y/„y�s �^ HOUSING AND TENNIS COURTS U STAMPED "LS-3997" AT THE N THE CENTER OF THE MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. 11 63285 C -'� 02 w CREST PARK DRIVE, AS SHOWN ON RECORD R.C.E. ENCINITAS, CA N OF SURVEY 18416 NAMF- C>AI RICHARD C. O'NEILL EXP.: 6/30/16 DATE S !4/ 15 DATE 517-41-IS- PLANNING CASE NO: 14 -050 CDP APN# 2W- 280 -04 SHEET 3 OF 9 p re I G:\17100\17100-A\Civil\1710OApgrdO2-detaiLdgn PLOT DATE: 27- APR -2015 JN 17100" N 0 gm o O n 'Ki Y) a cx o mLL " Q 0 U 2 pa w a z m a CONSTRUCTION - a JOINT E , � isl E m,_, !o �E "' 6' I 1" (25 mm) 3" TYP e�6e 45' 1' -6" TYP w 4 "WIDE PAINT STRIPES, L L� J 2' TYP ACCESS FRAME a TYP. (BLUE COLOR) I 4 "WIDE BLUE GAP AT 36 "O.C. m EQUAL TO 10590 PER 1 A, J ANGLE AT L DETAIL A SLOPE TOP "NO PARK HIGH WHIT FED. STD 5958 / E _ E 14 1/2 "(368 mm) `; E E E "(342 0� TO DRAIN a NOTES: 6 //jf T r ,;, 13 1/2 mm) ry m - _ o n q77 j. N3�� .Q /�0 a 0 <o 1. SEE PLANS FOR VALUES OF DIMENSION D AND ELEVATION E. 19' TYP Lao (100 mm) MIN m °- LU L �� LU 2. PIPE AND FITTINGS, UNLESS OTHERWISE NOTED, SHALL BE OF THE SAME MATERIALS AS THE .. E 45• ELL SEWER,UNLESS APPROVED ADAPTORS ARE USED,AND MAY BE ANY OF THE FOLLOWING: z E EE DETAIL A A. VC PIPE SHEET 2 B. PE PIPE N > E m < v C. ADS SOLID WALL PIPE oa AP � D. ABS COMPOSITE PIPE y 8" E E. PVC PLASTIC PIPE m 111 1/2 "l2 2 mm) (200 m) 8,r -I SEWER EIE 200 Off) ' E I_ 17 "1432 mm) 0 "' 3. PIPE AND FITTINGS SHALL BE BEDDED AND ENCASED IN PCC AS SHOWN. PCC SHALL BE CLASS 450 -C- 2000(265 -C -14) JOIN AND ALIGN PIPE AND FITTINGS BEFORE PLACING CONCRETE AT 45 DEGREE GROOVING DETAIL MIN o> Of OADING ZONE 2 "x 2 "GALVANIZED II II NOT TO SCALE LANDING 2 O 3„ D: STEEL PIPE POST ING "IN 12 INCH 6 "CURB PER PLAN VARIABLE HEIGHT E LETTERS AT 'I'll ET ESS AREA RETAINING CURB 1.0' GROOVED BORDERS MUST CONCRETE FOOTING 0 "CURB FACE BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPS ACCESSIBLE PARKING SIGNAGE ®® SEE DETAIL ON THIS SHEET ISA PARKING SYMBOL *2% MAX LANDING AS ®® 4 MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING PCC TO SET. OFESS /p PER DETAIL ABOVE REQUIRED ®® 60 -MAX 0 "TC SECTION B -B no0 mm)MIN ia�i E � CAfl( ©ETC 12' MIN 5' MIN 9' MIN UNDISTURBED EARTH E g 4. THE ACCESS BLOCKED AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE °o v DRILLED OR RLOCKEO OUT PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED OUT. �P PE DE rL VARIABLE HEIGHT SECTION D- D _- r � m 6 "CURB FACE RETAINING CURB 5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS. C rn -- -- - N0. C 63265 ' '° STANDARD PLANS FOR PueLIC WORKS CONSTRUCTION NO I t: I NUNCA I ED DOME (3' MIN - MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT AT ALL 0 "CURB)PER DETAIL© STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN Exp. 6(30 /2018 * MAXIMUM 2% IN ANY DIRECTION PER THE LATEST 2 ON SHEET C -103 TERMINAL CLEANOUT STRUCTURE 204 -2 204 -2 JPI CIVIL EDITION OF THE CALIFORNIA BUILDING CODE (CBC) 11 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF z TERMINAL CLEANOUT STRUCTURE SHEET 2 OF 2 dF CAl-1F 4-10 v e 4" SEWER CLEANOUT e ACCESSIBLE PARKING STRIPING DETAIL 10 ACCESSIBLE RAMP DETAIL C -10 NOT TO SCALE c -10 NOT TO SCALE 2 4-10 NOT TO SCALE 6 WDID NO.9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE a a = ^'w n�� 'RICT wPPROVAI DESIGNED BY: DRA VN BY: CHEMKEAD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- X4.0 APPR VED GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G (1'[ BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: NONE ��- ����� DATE: y/„y�s �^ HOUSING AND TENNIS COURTS U STAMPED "LS-3997" AT THE N THE CENTER OF THE MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. 11 63285 C -'� 02 w CREST PARK DRIVE, AS SHOWN ON RECORD R.C.E. ENCINITAS, CA N OF SURVEY 18416 NAMF- C>AI RICHARD C. O'NEILL EXP.: 6/30/16 DATE S !4/ 15 DATE 517-41-IS- PLANNING CASE NO: 14 -050 CDP APN# 2W- 280 -04 SHEET 3 OF 9 p re I G:\17100\17100-A\Civil\1710OApgrdO2-detaiLdgn PLOT DATE: 27- APR -2015 JN 17100" N 0 gm o O n 'Ki Y) a cx o mLL " Q 0 U 2 pa w a z m a 6' 4.5' 3" TYP e�6e 45' 1' -6" TYP w 4 "WIDE PAINT STRIPES, L L� J 2' TYP J TYP. (BLUE COLOR) I 4 "WIDE BLUE AT 36 "O.C. m EQUAL TO 10590 PER 1 1 S ANGLE AT L 4.5' 4.5' SLOPE TOP "NO PARK HIGH WHIT FED. STD 5958 / 0.25" F EACH ACC TO DRAIN a NO PARKI G 6 AT 45 DEGREE GROOVING DETAIL MIN o> Of OADING ZONE 2 "x 2 "GALVANIZED II II NOT TO SCALE LANDING 2 O 3„ D: STEEL PIPE POST ING "IN 12 INCH 6 "CURB PER PLAN VARIABLE HEIGHT E LETTERS AT 'I'll ET ESS AREA RETAINING CURB 1.0' GROOVED BORDERS MUST CONCRETE FOOTING 0 "CURB FACE BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPS ACCESSIBLE PARKING SIGNAGE ®® SEE DETAIL ON THIS SHEET ISA PARKING SYMBOL *2% MAX LANDING AS ®® 4 MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING PCC TO SET. OFESS /p PER DETAIL ABOVE REQUIRED ®® 60 -MAX 0 "TC SECTION B -B no0 mm)MIN ia�i E � CAfl( ©ETC 12' MIN 5' MIN 9' MIN UNDISTURBED EARTH E g 4. THE ACCESS BLOCKED AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE °o v DRILLED OR RLOCKEO OUT PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED OUT. �P PE DE rL VARIABLE HEIGHT SECTION D- D _- r � m 6 "CURB FACE RETAINING CURB 5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS. C rn -- -- - N0. C 63265 ' '° STANDARD PLANS FOR PueLIC WORKS CONSTRUCTION NO I t: I NUNCA I ED DOME (3' MIN - MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT AT ALL 0 "CURB)PER DETAIL© STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN Exp. 6(30 /2018 * MAXIMUM 2% IN ANY DIRECTION PER THE LATEST 2 ON SHEET C -103 TERMINAL CLEANOUT STRUCTURE 204 -2 204 -2 JPI CIVIL EDITION OF THE CALIFORNIA BUILDING CODE (CBC) 11 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF z TERMINAL CLEANOUT STRUCTURE SHEET 2 OF 2 dF CAl-1F 4-10 v e 4" SEWER CLEANOUT e ACCESSIBLE PARKING STRIPING DETAIL 10 ACCESSIBLE RAMP DETAIL C -10 NOT TO SCALE c -10 NOT TO SCALE 2 4-10 NOT TO SCALE 6 WDID NO.9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE a a = ^'w n�� 'RICT wPPROVAI DESIGNED BY: DRA VN BY: CHEMKEAD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- X4.0 APPR VED GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G (1'[ BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: NONE ��- ����� DATE: y/„y�s �^ HOUSING AND TENNIS COURTS U STAMPED "LS-3997" AT THE N THE CENTER OF THE MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. 11 63285 C -'� 02 w CREST PARK DRIVE, AS SHOWN ON RECORD R.C.E. ENCINITAS, CA N OF SURVEY 18416 NAMF- C>AI RICHARD C. O'NEILL EXP.: 6/30/16 DATE S !4/ 15 DATE 517-41-IS- PLANNING CASE NO: 14 -050 CDP APN# 2W- 280 -04 SHEET 3 OF 9 p re I G:\17100\17100-A\Civil\1710OApgrdO2-detaiLdgn PLOT DATE: 27- APR -2015 JN 17100" N 0 gm o O n 'Ki Y) a cx o mLL " Q 0 U 2 pa w a z m a 6 -8 w 4 "WIDE PAINT STRIPES, L L� J J TYP. (BLUE COLOR) I I° 1.0' m m EQUAL TO 10590 PER 1 1 S SLOPE TOP FED. STD 5958 / 0.25" F TO DRAIN a a `¢' //jf T FINISHED GRADE OR < <o APPROX. 0.75" P PAVING PER PLAN ° °- LU L PAINT STRIPES A LU 4 MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING PCC TO SET. OFESS /p PER DETAIL ABOVE REQUIRED ®® 60 -MAX 0 "TC SECTION B -B no0 mm)MIN ia�i E � CAfl( ©ETC 12' MIN 5' MIN 9' MIN UNDISTURBED EARTH E g 4. THE ACCESS BLOCKED AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE °o v DRILLED OR RLOCKEO OUT PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED OUT. �P PE DE rL VARIABLE HEIGHT SECTION D- D _- r � m 6 "CURB FACE RETAINING CURB 5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS. C rn -- -- - N0. C 63265 ' '° STANDARD PLANS FOR PueLIC WORKS CONSTRUCTION NO I t: I NUNCA I ED DOME (3' MIN - MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT AT ALL 0 "CURB)PER DETAIL© STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN Exp. 6(30 /2018 * MAXIMUM 2% IN ANY DIRECTION PER THE LATEST 2 ON SHEET C -103 TERMINAL CLEANOUT STRUCTURE 204 -2 204 -2 JPI CIVIL EDITION OF THE CALIFORNIA BUILDING CODE (CBC) 11 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF z TERMINAL CLEANOUT STRUCTURE SHEET 2 OF 2 dF CAl-1F 4-10 v e 4" SEWER CLEANOUT e ACCESSIBLE PARKING STRIPING DETAIL 10 ACCESSIBLE RAMP DETAIL C -10 NOT TO SCALE c -10 NOT TO SCALE 2 4-10 NOT TO SCALE 6 WDID NO.9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE a a = ^'w n�� 'RICT wPPROVAI DESIGNED BY: DRA VN BY: CHEMKEAD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- X4.0 APPR VED GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G (1'[ BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: NONE ��- ����� DATE: y/„y�s �^ HOUSING AND TENNIS COURTS U STAMPED "LS-3997" AT THE N THE CENTER OF THE MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. 11 63285 C -'� 02 w CREST PARK DRIVE, AS SHOWN ON RECORD R.C.E. ENCINITAS, CA N OF SURVEY 18416 NAMF- C>AI RICHARD C. O'NEILL EXP.: 6/30/16 DATE S !4/ 15 DATE 517-41-IS- PLANNING CASE NO: 14 -050 CDP APN# 2W- 280 -04 SHEET 3 OF 9 p re I G:\17100\17100-A\Civil\1710OApgrdO2-detaiLdgn PLOT DATE: 27- APR -2015 JN 17100" N 0 gm o O n 'Ki Y) a cx o mLL " Q 0 U 2 pa w a z m a v e 4" SEWER CLEANOUT e ACCESSIBLE PARKING STRIPING DETAIL 10 ACCESSIBLE RAMP DETAIL C -10 NOT TO SCALE c -10 NOT TO SCALE 2 4-10 NOT TO SCALE 6 WDID NO.9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE a a = ^'w n�� 'RICT wPPROVAI DESIGNED BY: DRA VN BY: CHEMKEAD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- X4.0 APPR VED GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G (1'[ BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: NONE ��- ����� DATE: y/„y�s �^ HOUSING AND TENNIS COURTS U STAMPED "LS-3997" AT THE N THE CENTER OF THE MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. 11 63285 C -'� 02 w CREST PARK DRIVE, AS SHOWN ON RECORD R.C.E. ENCINITAS, CA N OF SURVEY 18416 NAMF- C>AI RICHARD C. O'NEILL EXP.: 6/30/16 DATE S !4/ 15 DATE 517-41-IS- PLANNING CASE NO: 14 -050 CDP APN# 2W- 280 -04 SHEET 3 OF 9 p re I G:\17100\17100-A\Civil\1710OApgrdO2-detaiLdgn PLOT DATE: 27- APR -2015 JN 17100" N 0 gm o O n 'Ki Y) a cx o mLL " Q 0 U 2 pa w a z m a N 0 gm o O n 'Ki Y) a cx o mLL " Q 0 U 2 pa w a z m a 10 PROPOSED TENNIS 10 PROPOSED TENNIS 1010 PROPOSED TENNIS I COURT FENCE COURT FENCE 10 PROPOSED TENNIS I� COURT FENCE x � COURT FENCE I 12 X " E 6 TRENCH DRAIN PROPOSED RETAINING WALL 5 x x , 12" N PROPOSED HEIGHT VARIES 0.5 TO 3.4 5.5 6.42 12 N x 6 TRENCH DRAIN PROPOSED SIDEWALK PROPOSED RETAINING WALL 5 TENNIS COURT PROPOSED CURB AND GUTTER x 6 TRENCH DRAIN PROPOSED o —III III =III LI1 =III 5' TENNIS COURT PROPOSED DECOMPOSED GRANITE 2% VARIES x PROPOSED V) 03 III III =III M-F X 201 MAX �I 0 5' TENNIS COURT PROPOSED M TENNIS COURT 3.0' a PROPOSED CURB AND GUTTER 11 I I I I 1 =1 —I 111 1 > rri —I 1 =1 1�= 1 =1 I1 —I 1 =1 II 11 III1I 1 — TENNIS COURT c� 11 VI I III =1 I —III— �o =1 IIII 1= EXISTING A.C. PAVEMENT III =1 III II� II II II III III II II II II 11 1111 =1 H ILI II_I II II 11 III— -1 III =1 11 11 11 II 111 II II II II ti °III 111 =1I 3' I III I1 _ _ 21 =1 III =1 III =1 I I— III =1 I k=1 I I I� 111 I I� I Ii 11-111111-111-111-111-11 1=1 I 1=1 I I-1 I I —I 111 I 1 1 I II I III I II I II I II I II � II I II 11 I II I II I II I II I I PROPOSED �� I I III II I II I II I II I II I II I T n 1 -111 II 11-1 1 1 1 1 1 1— III —III I I -1 I I I =1 ( 111 C 1 1 LI 1 =1 BIO- RETENTION III III =1 — 11 111 IIII I-1 I1 =1 1 =1 I— =1 1I 1 —III III1I 1 IIII BASIN III -III- ?a. III -I I II I H I IIIIIIIll 1 =1� IIII I =111 =1 I I- ll1- J1- ll1 -ll1 -1 I I 1 11 1 11 1 11 IIII 11 =1 I I I -1 11 =_T1 -111 -1 11 =1 I H I I1 11 =ll =Ll 1 =� =- 111= ll= � =lll =1 I- I I H I H I H I 1 =1 I I- III -1 I I�H E��1 �II�IHIHIHI� W, e B C D C -103 C -103 C -103 C -103 PROPOSED TENNIS 10 EXISTING FENCE PROPOSED RETAINING WALL COURT FENCE 5 LO L "5 @ 32" LOAD CASE IOR II (HEIGHT PER PLAN) 3' BENCH =5 16" (#16M @ 800) PER SPPWC 617 ( #16M @ 400) X X 15.25 2 PROPOSED GUTTER EL OR BIO- RETENTION TOE OF SLOPE INTERSECTION I I I= 111 =1I —I I1 EXISTING TRACK 1 11=1 —X BASIN c VERTICAL 5' � = 111111_1 : ' : �/AU MEDIA SECTION SEE EXPOSED 12" mm) PROPOSED 0 58'* —111= 111 =111 =1 I1 =1_11= 1= = III —I1 1 =1 1 =1 DETAIL ON SHEET C -105 =FACE TENNIS COURT 0.5' H H J —T I I I 1 1 1 11 I ° �� 2"(50 mm) 1.57. 41 MAY 11 H� =L - III -1 I� - ' =1 2 CLEAR 1 1 -III 1 -1 11 1 -1111 1 -111 111ll = I1 11T 1 SHORT —_° = ° © CLEAR mm) TABLE OF REINFORCING STEEL, DIMENSIONS AND DATA PROPOSED SIDEWALK= —III= III= III— III— III III =III= 5' ACCESSIBLE RAMP WITH HANDRAILS 16 -� 11 -� . . =i 1 =1 -I 1 -1 -I 1 =1 1 =1 - =1 III - III -III- -III 16" — PROPOSED 4' SWALE— I1= 111 =111= =1 1 =1 1 1 1 =1 1 1 =1 1 =III III =I 1 =1 OP OF FOOTING TO BE 1.3' (400 MMF7 CONSTRUCTION JOINT —II I— III — III — III — III =III —III -111- III III III = IIII —I III BELOW MEDIA SECTION STOP© — 2"(50 mm) CLEAR =1 T 11 T111 —III 1 1 1 -1 11 1 =1 H =8' to 12' d 2 "(50 mm) 1 =1 = — 1 =1 1= (2400 to 3600 mm) 16" (400 mm) 3 "(75 mm) CLEAR I R =9" E (230 m e #5 ( #16M) OPTIONAL KEY g° o TOTAL 8 � o E e 200 mm) C -103 C -103 w13 C I 8 W SECTION r A `" A 1" L 6" J Y4'RADUIS (TYP) o a O D- NUMBER ABOVE SHORT cQBARS DESIGN H 4' 6' 8' 10' 12' 0200 mm) (1800 mm) (2400 mm) (3000 mm) (3600 mm) W 3' -2" 4' -2" T -2" 6' -2" T -2" (1000) (1300) (1600) (1900) (2200) C 1' -0" 1' -4" 1' -8,• 2' -0" 2' -4" (300) (400) (500) (600) (700) B 2' -2" 2' -10" 3' -6" 4' -2" 4' -10" (700) (900) (1100) (1300) (1500) @BARS "5 @ 16" US @ 16" "5 @ 8" "6 @ 8" #8 @ 8" ( "16M @ 400) ( #16M @ 400) ( #16M @ 200) (•19M @ 200) ( #25M @ 200) @ BARS ( #5 @ 1611 #5 @ 16" "5 @ 16" *5 @ 8" #6 @ 8" (•16M @ 400) (#16M @ 400) ("16M @ 400) ( #16M @ 200) (919M @ 200) CASE I TOE PRESSURE, psf 1590 1930 2240 2550 2840 (kPa) (75) (95) (110) (125) (135) CASE 11 TOE PRESSURE, psf 1060 1460 1860 2280 2700 (kPa) (50) (70) (90) (.110) (130) TRUNCATED o% cli - of IS DISTANCE, INCHES (mm), FROM TOP OF H =12' DOME mmF- vcF FOOTING TO END OF SHORT BARS (3600 mm) ooa 0a H =10' NOTES BARS ALONG EXPOSED FACE (3000 mm) 72(TYP) CONCRETE WHEEL STOP o @ 0 @ NOT SHOWN 1. SEE SPPWC 617 FOR STANDARD WALL DETAILS. Z_ 9 COLOR: YELLOW H =a' co (TYP) 2" #3 HORIZONTAL REBAR ° ®° ®°®� (FEDERAL COLOR NO 33538 (2400 mm) 2. METRIC REINFORCING BAR SPACING IS IN MILLIMETERS. g'R 0 0 0 0 OF STANDARD NO 5950) H =6' c �0 0 0 0 o NOMINAL HEIGHT OF 0.18 "TO 0.22" (1800 mm) Zr #5 REBAR DOWEL PER z ° ° ° ® tN H =4' STRIPING PER PLAN SECTION A -A BELOW o (1200 mm) 4 3 SHORT c in 2.35„ c�1- 3' 3„ 3' 3„ (13 0) Q B SECTION B -B o TO 2.4" 10 O) (10 0) FOR cQ AND SHORT Qc BARS H= 6'(1800 mm) LESS: 5, NO SPLICES WITHIN 20" 6" 1' 2' 1' 6" NOTES: (500 mm) FROM TOP OF FOOTING 1. USE ONLY APPROVED DSA /AC DETECTABLE WARNING PRODUCTS THAT COMPLY WITH CBC EFROM MORE THAN 6'(1800 mm): Y4 "RADUIS (TYP) 2. IF AI WALK BCROSSES OR ADJOINS A VEHICULAR WAYSAND THE WALKING SURFACES ARE NOT D PTO PSOFIFOOTING4 ,RAILINGS,OR OTHER ELEMENT BETWEEN THE PEDESTRIAN AREAS AN FINISHED SURFACE a a.a :_.;_a.:.._..:..a_:._.._ _.__ THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A 6" 8" 8" i ! 3,_ .� (400 mm) (200 mm) (200 mm) (200 mm) CONTINUOUS DETECTABLE WARNING WHICH IS A MINIMUM OF 3'-O "WIDE. • 3. DSA WILL PROVISIONALLY ACCEPT A WRITTEN FIVE (5) YEAR PRODUCT WARRANTY PROVIDED < BY THE MANUFACTURER OF DETECTABLE WARNINGS AND DIRECTIONAL SURFACE PRODUCTS AS ELEVATION EQUIVALENT TO THE EVALUATION AND PRODUCT APPROVAL PROGRAM. SUCH WARRANTY SHALL 6" B V #3 HORIZONTAL REBAR INDICATE COMPLIANCE WITH ARCHITECTURAL STANDARDS AS PUBLISHED IN THE CURRENT SIMILAR TO CALTRANS TYPE 1A EDITION OF THE CALIFORNIA BUILDING STANDARDS CODE. AND ALSO INCLUDE DURARILTTY r11n Dr_� I cUr1 D -D HDUVG #5 REBAR 12 "LONG PLACED INTO PRE - DRILLED HOLES AND DOWELED INTO FINISHED SURFACE C- r- /` T T()KI A A CRITERIA WHICH INDICATES THAT THE SHAPE, COLOR FASTNESS, CONFIRMATION, SOUND -ON- CANE ACOUSTIC QUALITY, RESILIENCE AND ATTACHMENT WILL NOT DEGRADE SIGNIFICANTLY FOR AT LEAST FIVE (5)YEARS AFTER INITIAL INSTALLATION. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION REINFORCED CONCRETE RETAINING WALL TYPE 1 STANDARD PLAN 610 -3 SHEET 1 O 2 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN REINFORCED CONCRETE RETAINING WALL TYPE 1 610 -3 SHEET 2 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION JCI, I IUIN H —AA TYPICAL PARKING BUMPER INSTALLATION 2 TRUNCATED DOME DETAIL G REINFORCED CONCRETE RETAINING WALL e © O 0-103 NOT TO SCALE © C -103 NOT TO SCALE 5 NOT TO SCALE w r m� w• Z w< ¢c EX EXISTING FENCE R/W R/W x�EXISTING EX X FENCE r o VARIES VARIES 2' BENCH 30.60 30.54 x 18 x 29.5 TOP FS PER PLAN Fq.1 FG EXISTING EXISTING 29.77 FG =111= III =III= q.1 GROUND 2,• 29.77 BOTTOM FS PER PLAN GROUND 2. 28.67 BOTTOM 21 III =III 1 1 A.� -III III = III =1I1 1 =1 111 IIII 28.67 FG 1 1 =1 1 =1 BIO- RETENTION BASIN - =f 1 =1 1 1 =1 ( =1 1 =1 ( BIO- RETENTION BASIN 1 IIII1 1 =1I 11 I I I1 -III IIII E I- 1 -I 1- II I -III 111 -111- III =1�l I�IITII�IITII�IITI -� III = III= 1�1 =1�1 /��/����/������/%a� IIILII�II�II�II�I� I � =1I II�IIIII�IIIIIIIIIII�IIIIITiITIIT�TII�II�IITIIIII�II�ll�ll�ll�ll��ll�ll�l1�1111 (E VARIES I VARIES �$� PQO CAR[ 13.0'- 17.2 14.2'- 17.4 j a No. C 63285 r e H sr q clvt� ��P I C -103 C -103 �0 CA�IFOP C -103 WDID N0.9 370372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED J(; DRACNN BY: CHEMLA BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. -BVIL nib • 1 •l6 AC,_ �U t LT PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: CITY OF ENCINITAS BENCHMARK "ENC 30" RECOMMENDED: �4o APPR ED SAN DIEGUITO ACADEMY INTERIM 12091 -G '!7`(4; BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: NONE DATE: yb*f �^ _ HOUSING AND TENNIS COURTS STAMPED "LS-3997" T THE N THE CENTER OF THE MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE C-1 03 c CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. NO.: 63285 w CREST PARK DRIVE, AS SHOWN ON RECORD l �• ,� _ -�� _ ENCINITAS, CA OF SURVEY 18416 NAME DAre RICHARD C. O'NEILL EXP.: 6/30116 DATE S /4 / 15 DATE PLANNING CASE NO: 14 -050 CDP APN# 28-280 -04 SHEET 4 OF 9 a G:\ 17100\ 17100- A \Civi1\1710OApgrdO3- sect.dgn PLOT DATE: 27- APR -2015 JN 17100A n 0 c ^ O or m� z a 0 0 v z a �a W� 0 N xy d N xA 0 FS xA W x4 N \ A 0 � N b ti BLEACHERS W x, s m N xq o 'Sn ___ ti xv BLEACHERS (A) w . -• xA b ° ti FS N x.A b s N xV N x� A N xW N N 'A ti xu -- — ti _ i ,- ti LIGHT A w D s w x EACHERS 5 .b o xv� CURB`::' 0 ALIGHT v _ U i .�` D• --- -- - -' A FENCE sa A - ' ' jJj ------- -- ` .- .... - -,t-- - jIj v -- -- •... EXISTING BUILDI A RB.�I � ------ .- ----_. I � - x 0 ---- '_.._ -- � i X . -. , .. `" p CURB FROM xo . ... - � THIS POINT w '•. - x� ''- - ----. � � oiar .. --- .- - -. - -- - ..g4 _.. ---- .X ti P -------- ` ELEC CAL BOX - A b x w TENNIS COURT D CURB. A xo •o ^' - • W � v v � _ GERM - -- o x i /Jjf A FENCE. ° / X jA.C.:PAVEMENTI�A B lIGH `.iv - xU ...LIGHT A FEN A x w A LIGHT Y x� s " D ELECTRICAL BOX s° i *o xr -- - - ! NOTE: J � ALL EXISTING TREES TO BE PROTECTED IN - _ PLACE UNLESS OTHERWISE NOTED ON PLANS ------------ B LIGIST-" - - -. a. . - - - -- ALL EXISTING UNDERGROUND UTILITIES TO E as r A CONCRETE s ' &Z. KWAY : r i PROTECTED IN PLACE UNLESS OTHERWISE B I D �FENC� � "A �"L/ .A ' SEW6R D 'il�� • D SEWER MAN HOLE ! � u KIOTFn nN PI ANR n 1, EXISTING SHOWER/LOCKER BUILDING _ w M !)LE ti s - Fs ,_.. -tlM)T OF; REMOVAL 'I c ----- -----� ... B , 1 O B LIGHT Am ...� h No- C 63285 *\ ExP- 6/30/2018 m CONSTRUCTION NOTES AO EXISTING TO BE REMOVED © EXISTING TO BE RELOCATED © EXISTING TO BE ADJUSTED TO GRADE EXISTING TO BE PROTECTED IN PLACE SCALE: 1"= 30' 30 0 30 60 WDID NO.9 37C372395 DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE Jc6 I KGB MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS BENCHMARK "ENC -30" AS — BUtL7 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- JQc) APPROVED- GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G 7 BEING A STANDARD M -10 STREET MONUMENT HORIZONTAL: 1" = 30' DATE: y /lsd�z �� ^� �j HOUSING AND TENNIS COURTS STAMPED "LS 3997" AT THE CENTER OF THE MASIH MAHER GLENN 800 SANTA FE DRIVE /► CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE �% R.C.E. NO.: 63285 C -104 CREST PARK DRIVE, AS SHOWN ON RECORD ENCINITAS, CA OF SURVEY 18416 NAME OAITE RICHARD C. O'NEILL EXP.: 6/30/16 DATE S/4/15 DATE S1,41-15- PLANNING CASE NO: 14 -050 CDP APN# M- 280 -04 SHEET 5 OF 9 G:\17100\17100-A\CivIK1710OApgrdO4-demo.dgn PLOT DATE: 27- APR -2015 JN 17100A �7 J O Nr ' N W N vAi z N O QU N Q wom ow4�mm' l" 'o NLL en z G 0 za � z W� m w Q) 32.97 TC y, 32.47 FL? ° 31.48 FL \-.4--ox ..1.......- - _...i..- 7 � a 2 33. _ - 32.15 FL 29.77 FL 237. 4 I i I 323 �FS L.19 6. o - .. O 3 01 . G Z C -103. ; 31 FINISH OF B16 RETENTI �: ; - 11 BASIN = 229.T7I (i °w 3 EFFECTIVE AREA 0 SF - 3 2z 18 i 3 3 FINISH GRADE OF 1110- RETENTION. - I I BASIN = 228.67 1 ..1 AFFECTIVE AREA =3I1 SF + { 2 1 i 2267 I -- �: H C -103 i _c r �4 0 2251 \° % O 2285 e. 224-6,'- . 24 !27 a +5 3 0 4W o �'2 f27 FGi • ° s . 24,80 T 42 j s I I EX. 50 5EAL ED - WITH CONCRETE N � UNOV�'d`trs� 'r RESTRICTOti - RE N D 0 -R O�UE D SUBDAN 6aPVC CROSS 1z RE-ROUTED EXSTIN PLATE WITH 1.352. SUBDRAIN ORIFICE wsya EY.50 SEALED' '7R°"'' "W1111 CONCRETE SLURRY 141 \/\? TAEETROFIT OF OVERFLOW 1 NL 0 '. X ---- - . F72474 i :w p 24x 6 2484 0 3 3 2447 24 "X24 " OVERFLOW DROP INLET 31.00 TOP OF BASIN EMERGENCY SPILLWAY 30.0 FL ° 30.0 TG 30.5 FL SEE DETAIL 3 ON SHT OVERFLOW X102 CURB - - - - - -- Q WL ELEV - - -- \ _ OUTLET 444 FINISH GRADE OF BASIN 29.16 FG AMENDED SOIL: 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. MIX SHALL z CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. AMENDED SOIL 3 "3/8 "GRAVEL 3 "3/4 "GRAVEL COVER OVER PIPE 26.16 IE 26.16 IE NONWOVEN FILTER NONWOVEN FILTER FABRIC (MIRAFI140N)OR FABRIC z APPROVED EQUAL 3/4 "CRUSHED ROCK / V/ V/ //)v V/ V SD �� UNDISTURBED NATURAL GROUND INSTALL GALVANIZED 41 STEEL PLATE SEE DETAIL 8 ON SHT C -102 BIO- RETENTION BASIN DETAIL N.T.S. NOTE, SPECIAL INSPECTION FOR BMP FACILITIES IS REQUIRED w' GENERAL NOTES 2439 1. ALL UTILITIES SHALL BE CONSTRUCTED UNDERGROUND BUILDING i EXISTING GYM CONS I CONSTRUCTION NOTES 02 CONSTRUCT 4 -PCC SIDEWALK WITH NO.3 REBAR AT 18 "O.C.E.D. 244.2 03 CONSTRUCT TENNIS COURT PER LANDSCAPE ARCHITECT PLANS SHEET L -1.0 04 CONSTRUCT 6-CURB AND GUTTER (TYPE A2 -6)PER APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C -102 05 CONSTRUCT RETAINING WALL (H PER PLAN) PER APWA STD DWG NO. 610 -3 AND DETAIL 3 ON SHEET C -103 © INSTALL ACID K100 TRENCH DRAIN PER DETAIL 2 ON SHEET C -102 07 CONSTRUCT CURB OUTLET DOWN DRAIN PER DETAIL 3 ON SHEET C -102 ® INSTALL 3- STEEL PIPE UNDER TEMPORARY A.C. PAVEMENT PER DETAIL 4 ON SHEET C -102 SD INSTALL BLEACHERS PER LANDSCAPE ARCHITECT PLAN -_ FENCE PER LANDSCAPE ARCHITECT PLAN s `, I kc- °: coNC z sc , - �� 100 IN `.228.84 Ti E 225.79 FS '•, 3 .t-- • ; • - -- - - - _ �o �--, `:. % INSTALL 6" STORM ODRA NP PIPEETE 2250 �. 224.8 - -ZZS __ 2444 / \ 15 2253 ASS Fs FS 16 INSTALL ACCESSIBLE RAMP WITH HANDRAILS PER LANDSCAPE ARCHITECT PLAN 2247 , w - 224.8 '- •- -• ,e ' � -- O 7F1SV X� 2462 18 CONSTRUCT 6 "CURB (TYPE Al -6) PER APWA STD DWG N0. 120 -2 u ° 0 - 236.4 2 TW EIJ vAT AND DETAIL 1 N SHEET C 102 • j _ - - - -- . .. 45.. 7246 z ,4acil i r \. °.:-. - - -. oU \ �yEXISTI 227.84 FG f �.• 2449, 2445 19 CONSTRUCT 10-CURB (TYPE Al -6) PER MODIFIED APWA STD DWG N0. 120 -2 oSC�RE80 PRO - % l \ 225.x; - -- - - - - -- s %96`` =;.'., '' 44 ~~ © (10-TO ' TYPE - PER MODIFIED AND DETAIL 1 ON SHEET C-102 k 0 CONSTRUCT VARIABLE HEIGHT CURB ( 6, PE Al 6) l\ 1 244 APWA STD DWG N0. 120 -2 AND DETAIL 1 ON SHEET C -102 zz4s 224.8 oiRr EXISTING RETAINING WALL 2 %56 ! j 24 I 2445 ° © CONSTRUCT 4' WIDE GRADED SWALE (DEPTH =0.5', BOTTOM WIDTH =1') 244 ® CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SD RSD D-40. WITH NO.2 BACKING % 2389 :jj, 2252 2252 , :,, \ �0 4® CONSTRUCT CROSSGUTTER PER DETAIL ON THIS SHEET yVD 224.1 GRASS 2246 ,�I •'.. 235.3 2X91 bO• GRAS$ :z X244.4\\ MODTFTEC 51k. 6i -l3 (Wall) I E 2257 e 'x•;� ti o , '�: r. s'.d { , . -_ -••• _ L.,a- 2438 xisn 'RETAINING ! L 22sa TIN '.. �- { 234.9'•: /! 22 %.6 E I ,/ 2436 i 11i • "r 30.5 TW (Oi f .J • gas i o w' 22x 2 s° 224.9 25,58 FS PER - -.. s o °� 22x2 - 255 FG A LANDSCAPE ARCHITECT PLAN ° 22 %7 29.68,TW,..- .: "'::�` 24� 2432 - 224.3 :�'ry : 07 ( N F ° ! "l o o W ,l m . - i' 29168 7W °PADS �( `.s._ -- ° 2446 1S 25.60 FS i -- 240.2 `. 234.5 225.5 • 29.68 TW, f 25.68 FS 242.7 1 N ° QpfES 10 9.tI S ' 2 %9.9 so f QO yA O h O O 224.4 2248 22x9 cc c NO: °• I 2318 247.6 w� SCALE: 1 "= 30' a 24 I * ExP Ai FAVI .T I�o �5� O ❑ ` GRASS ° 224.8 lgrE of ca�`� ( ° CONSIMCTION EIEVAt1oM liAvE wtj Avoao ,0 5;r P1NN►1_ LoN>'tioW 30 0 30 60 ELEVA•neAus i gw ovmtwe 2.N WDID NO. 9 37C372395 DESIGNED BY: DRAW CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE J B JCB MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. U 'I '� CITY OF ENCINITAS BENCHMARK "ENC -30" As - � U I LT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQO APP VE GRADING PLAN FoR: SAN DIEGUITO ACADEMY INTERIM 12091 -G _f 7(A BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: 1 " =30' DATE: YI�t%f �� �� HOUSING AND TENNIS COURTS STAMPED "LS -3997' AT THE CENTER OF THE r- 6,2~- CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE C -105 CREST PARK DRIVE, AS SHOWN ON RECORD �� ENCINITAS, CA OF SURVEY 18416 WAnnE p^lve RICHARD C. ONEILL EXP.: 6/30/16 DATE 5 /4/ 15 DATE PLANNING CASE NO: 14 -050 CDP APN #M- 280-04 SHEET 6 OF 9 IUU N i i iw -A Nw v, n i i iwApgraue.agn PLOT DATE: 27- APR -2015 JN 17100A b cp o a O �n m a w2. aoom owe- o n> �KmLL �n N Q 0 U z2. � 7 AS a 0 m w 33. 13 . .10 2. ♦ F FS ° 0 0 3 3: --" 230 � �'� •. I I ° . [I T ° . 4 3: 3.7 F F EX. 50 5EAL ED - WITH CONCRETE N � UNOV�'d`trs� 'r RESTRICTOti - RE N D 0 -R O�UE D SUBDAN 6aPVC CROSS 1z RE-ROUTED EXSTIN PLATE WITH 1.352. SUBDRAIN ORIFICE wsya EY.50 SEALED' '7R°"'' "W1111 CONCRETE SLURRY 141 \/\? TAEETROFIT OF OVERFLOW 1 NL 0 '. X ---- - . F72474 i :w p 24x 6 2484 0 3 3 2447 24 "X24 " OVERFLOW DROP INLET 31.00 TOP OF BASIN EMERGENCY SPILLWAY 30.0 FL ° 30.0 TG 30.5 FL SEE DETAIL 3 ON SHT OVERFLOW X102 CURB - - - - - -- Q WL ELEV - - -- \ _ OUTLET 444 FINISH GRADE OF BASIN 29.16 FG AMENDED SOIL: 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. MIX SHALL z CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. AMENDED SOIL 3 "3/8 "GRAVEL 3 "3/4 "GRAVEL COVER OVER PIPE 26.16 IE 26.16 IE NONWOVEN FILTER NONWOVEN FILTER FABRIC (MIRAFI140N)OR FABRIC z APPROVED EQUAL 3/4 "CRUSHED ROCK / V/ V/ //)v V/ V SD �� UNDISTURBED NATURAL GROUND INSTALL GALVANIZED 41 STEEL PLATE SEE DETAIL 8 ON SHT C -102 BIO- RETENTION BASIN DETAIL N.T.S. NOTE, SPECIAL INSPECTION FOR BMP FACILITIES IS REQUIRED w' GENERAL NOTES 2439 1. ALL UTILITIES SHALL BE CONSTRUCTED UNDERGROUND BUILDING i EXISTING GYM CONS I CONSTRUCTION NOTES 02 CONSTRUCT 4 -PCC SIDEWALK WITH NO.3 REBAR AT 18 "O.C.E.D. 244.2 03 CONSTRUCT TENNIS COURT PER LANDSCAPE ARCHITECT PLANS SHEET L -1.0 04 CONSTRUCT 6-CURB AND GUTTER (TYPE A2 -6)PER APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C -102 05 CONSTRUCT RETAINING WALL (H PER PLAN) PER APWA STD DWG NO. 610 -3 AND DETAIL 3 ON SHEET C -103 © INSTALL ACID K100 TRENCH DRAIN PER DETAIL 2 ON SHEET C -102 07 CONSTRUCT CURB OUTLET DOWN DRAIN PER DETAIL 3 ON SHEET C -102 ® INSTALL 3- STEEL PIPE UNDER TEMPORARY A.C. PAVEMENT PER DETAIL 4 ON SHEET C -102 SD INSTALL BLEACHERS PER LANDSCAPE ARCHITECT PLAN -_ FENCE PER LANDSCAPE ARCHITECT PLAN s `, I kc- °: coNC z sc , - �� 100 IN `.228.84 Ti E 225.79 FS '•, 3 .t-- • ; • - -- - - - _ �o �--, `:. % INSTALL 6" STORM ODRA NP PIPEETE 2250 �. 224.8 - -ZZS __ 2444 / \ 15 2253 ASS Fs FS 16 INSTALL ACCESSIBLE RAMP WITH HANDRAILS PER LANDSCAPE ARCHITECT PLAN 2247 , w - 224.8 '- •- -• ,e ' � -- O 7F1SV X� 2462 18 CONSTRUCT 6 "CURB (TYPE Al -6) PER APWA STD DWG N0. 120 -2 u ° 0 - 236.4 2 TW EIJ vAT AND DETAIL 1 N SHEET C 102 • j _ - - - -- . .. 45.. 7246 z ,4acil i r \. °.:-. - - -. oU \ �yEXISTI 227.84 FG f �.• 2449, 2445 19 CONSTRUCT 10-CURB (TYPE Al -6) PER MODIFIED APWA STD DWG N0. 120 -2 oSC�RE80 PRO - % l \ 225.x; - -- - - - - -- s %96`` =;.'., '' 44 ~~ © (10-TO ' TYPE - PER MODIFIED AND DETAIL 1 ON SHEET C-102 k 0 CONSTRUCT VARIABLE HEIGHT CURB ( 6, PE Al 6) l\ 1 244 APWA STD DWG N0. 120 -2 AND DETAIL 1 ON SHEET C -102 zz4s 224.8 oiRr EXISTING RETAINING WALL 2 %56 ! j 24 I 2445 ° © CONSTRUCT 4' WIDE GRADED SWALE (DEPTH =0.5', BOTTOM WIDTH =1') 244 ® CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SD RSD D-40. WITH NO.2 BACKING % 2389 :jj, 2252 2252 , :,, \ �0 4® CONSTRUCT CROSSGUTTER PER DETAIL ON THIS SHEET yVD 224.1 GRASS 2246 ,�I •'.. 235.3 2X91 bO• GRAS$ :z X244.4\\ MODTFTEC 51k. 6i -l3 (Wall) I E 2257 e 'x•;� ti o , '�: r. s'.d { , . -_ -••• _ L.,a- 2438 xisn 'RETAINING ! L 22sa TIN '.. �- { 234.9'•: /! 22 %.6 E I ,/ 2436 i 11i • "r 30.5 TW (Oi f .J • gas i o w' 22x 2 s° 224.9 25,58 FS PER - -.. s o °� 22x2 - 255 FG A LANDSCAPE ARCHITECT PLAN ° 22 %7 29.68,TW,..- .: "'::�` 24� 2432 - 224.3 :�'ry : 07 ( N F ° ! "l o o W ,l m . - i' 29168 7W °PADS �( `.s._ -- ° 2446 1S 25.60 FS i -- 240.2 `. 234.5 225.5 • 29.68 TW, f 25.68 FS 242.7 1 N ° QpfES 10 9.tI S ' 2 %9.9 so f QO yA O h O O 224.4 2248 22x9 cc c NO: °• I 2318 247.6 w� SCALE: 1 "= 30' a 24 I * ExP Ai FAVI .T I�o �5� O ❑ ` GRASS ° 224.8 lgrE of ca�`� ( ° CONSIMCTION EIEVAt1oM liAvE wtj Avoao ,0 5;r P1NN►1_ LoN>'tioW 30 0 30 60 ELEVA•neAus i gw ovmtwe 2.N WDID NO. 9 37C372395 DESIGNED BY: DRAW CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE J B JCB MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. U 'I '� CITY OF ENCINITAS BENCHMARK "ENC -30" As - � U I LT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQO APP VE GRADING PLAN FoR: SAN DIEGUITO ACADEMY INTERIM 12091 -G _f 7(A BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: 1 " =30' DATE: YI�t%f �� �� HOUSING AND TENNIS COURTS STAMPED "LS -3997' AT THE CENTER OF THE r- 6,2~- CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE C -105 CREST PARK DRIVE, AS SHOWN ON RECORD �� ENCINITAS, CA OF SURVEY 18416 WAnnE p^lve RICHARD C. ONEILL EXP.: 6/30/16 DATE 5 /4/ 15 DATE PLANNING CASE NO: 14 -050 CDP APN #M- 280-04 SHEET 6 OF 9 IUU N i i iw -A Nw v, n i i iwApgraue.agn PLOT DATE: 27- APR -2015 JN 17100A b cp o a O �n m a w2. aoom owe- o n> �KmLL �n N Q 0 U z2. � 7 AS a 0 m w 3 3 2447 24 "X24 " OVERFLOW DROP INLET 31.00 TOP OF BASIN EMERGENCY SPILLWAY 30.0 FL ° 30.0 TG 30.5 FL SEE DETAIL 3 ON SHT OVERFLOW X102 CURB - - - - - -- Q WL ELEV - - -- \ _ OUTLET 444 FINISH GRADE OF BASIN 29.16 FG AMENDED SOIL: 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. MIX SHALL z CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. AMENDED SOIL 3 "3/8 "GRAVEL 3 "3/4 "GRAVEL COVER OVER PIPE 26.16 IE 26.16 IE NONWOVEN FILTER NONWOVEN FILTER FABRIC (MIRAFI140N)OR FABRIC z APPROVED EQUAL 3/4 "CRUSHED ROCK / V/ V/ //)v V/ V SD �� UNDISTURBED NATURAL GROUND INSTALL GALVANIZED 41 STEEL PLATE SEE DETAIL 8 ON SHT C -102 BIO- RETENTION BASIN DETAIL N.T.S. NOTE, SPECIAL INSPECTION FOR BMP FACILITIES IS REQUIRED w' GENERAL NOTES 2439 1. ALL UTILITIES SHALL BE CONSTRUCTED UNDERGROUND BUILDING i EXISTING GYM CONS I CONSTRUCTION NOTES 02 CONSTRUCT 4 -PCC SIDEWALK WITH NO.3 REBAR AT 18 "O.C.E.D. 244.2 03 CONSTRUCT TENNIS COURT PER LANDSCAPE ARCHITECT PLANS SHEET L -1.0 04 CONSTRUCT 6-CURB AND GUTTER (TYPE A2 -6)PER APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C -102 05 CONSTRUCT RETAINING WALL (H PER PLAN) PER APWA STD DWG NO. 610 -3 AND DETAIL 3 ON SHEET C -103 © INSTALL ACID K100 TRENCH DRAIN PER DETAIL 2 ON SHEET C -102 07 CONSTRUCT CURB OUTLET DOWN DRAIN PER DETAIL 3 ON SHEET C -102 ® INSTALL 3- STEEL PIPE UNDER TEMPORARY A.C. PAVEMENT PER DETAIL 4 ON SHEET C -102 SD INSTALL BLEACHERS PER LANDSCAPE ARCHITECT PLAN -_ FENCE PER LANDSCAPE ARCHITECT PLAN s `, I kc- °: coNC z sc , - �� 100 IN `.228.84 Ti E 225.79 FS '•, 3 .t-- • ; • - -- - - - _ �o �--, `:. % INSTALL 6" STORM ODRA NP PIPEETE 2250 �. 224.8 - -ZZS __ 2444 / \ 15 2253 ASS Fs FS 16 INSTALL ACCESSIBLE RAMP WITH HANDRAILS PER LANDSCAPE ARCHITECT PLAN 2247 , w - 224.8 '- •- -• ,e ' � -- O 7F1SV X� 2462 18 CONSTRUCT 6 "CURB (TYPE Al -6) PER APWA STD DWG N0. 120 -2 u ° 0 - 236.4 2 TW EIJ vAT AND DETAIL 1 N SHEET C 102 • j _ - - - -- . .. 45.. 7246 z ,4acil i r \. °.:-. - - -. oU \ �yEXISTI 227.84 FG f �.• 2449, 2445 19 CONSTRUCT 10-CURB (TYPE Al -6) PER MODIFIED APWA STD DWG N0. 120 -2 oSC�RE80 PRO - % l \ 225.x; - -- - - - - -- s %96`` =;.'., '' 44 ~~ © (10-TO ' TYPE - PER MODIFIED AND DETAIL 1 ON SHEET C-102 k 0 CONSTRUCT VARIABLE HEIGHT CURB ( 6, PE Al 6) l\ 1 244 APWA STD DWG N0. 120 -2 AND DETAIL 1 ON SHEET C -102 zz4s 224.8 oiRr EXISTING RETAINING WALL 2 %56 ! j 24 I 2445 ° © CONSTRUCT 4' WIDE GRADED SWALE (DEPTH =0.5', BOTTOM WIDTH =1') 244 ® CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SD RSD D-40. WITH NO.2 BACKING % 2389 :jj, 2252 2252 , :,, \ �0 4® CONSTRUCT CROSSGUTTER PER DETAIL ON THIS SHEET yVD 224.1 GRASS 2246 ,�I •'.. 235.3 2X91 bO• GRAS$ :z X244.4\\ MODTFTEC 51k. 6i -l3 (Wall) I E 2257 e 'x•;� ti o , '�: r. s'.d { , . -_ -••• _ L.,a- 2438 xisn 'RETAINING ! L 22sa TIN '.. �- { 234.9'•: /! 22 %.6 E I ,/ 2436 i 11i • "r 30.5 TW (Oi f .J • gas i o w' 22x 2 s° 224.9 25,58 FS PER - -.. s o °� 22x2 - 255 FG A LANDSCAPE ARCHITECT PLAN ° 22 %7 29.68,TW,..- .: "'::�` 24� 2432 - 224.3 :�'ry : 07 ( N F ° ! "l o o W ,l m . - i' 29168 7W °PADS �( `.s._ -- ° 2446 1S 25.60 FS i -- 240.2 `. 234.5 225.5 • 29.68 TW, f 25.68 FS 242.7 1 N ° QpfES 10 9.tI S ' 2 %9.9 so f QO yA O h O O 224.4 2248 22x9 cc c NO: °• I 2318 247.6 w� SCALE: 1 "= 30' a 24 I * ExP Ai FAVI .T I�o �5� O ❑ ` GRASS ° 224.8 lgrE of ca�`� ( ° CONSIMCTION EIEVAt1oM liAvE wtj Avoao ,0 5;r P1NN►1_ LoN>'tioW 30 0 30 60 ELEVA•neAus i gw ovmtwe 2.N WDID NO. 9 37C372395 DESIGNED BY: DRAW CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE J B JCB MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. U 'I '� CITY OF ENCINITAS BENCHMARK "ENC -30" As - � U I LT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQO APP VE GRADING PLAN FoR: SAN DIEGUITO ACADEMY INTERIM 12091 -G _f 7(A BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: 1 " =30' DATE: YI�t%f �� �� HOUSING AND TENNIS COURTS STAMPED "LS -3997' AT THE CENTER OF THE r- 6,2~- CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE C -105 CREST PARK DRIVE, AS SHOWN ON RECORD �� ENCINITAS, CA OF SURVEY 18416 WAnnE p^lve RICHARD C. ONEILL EXP.: 6/30/16 DATE 5 /4/ 15 DATE PLANNING CASE NO: 14 -050 CDP APN #M- 280-04 SHEET 6 OF 9 IUU N i i iw -A Nw v, n i i iwApgraue.agn PLOT DATE: 27- APR -2015 JN 17100A b cp o a O �n m a w2. aoom owe- o n> �KmLL �n N Q 0 U z2. � 7 AS a 0 m w w' GENERAL NOTES 2439 1. ALL UTILITIES SHALL BE CONSTRUCTED UNDERGROUND BUILDING i EXISTING GYM CONS I CONSTRUCTION NOTES 02 CONSTRUCT 4 -PCC SIDEWALK WITH NO.3 REBAR AT 18 "O.C.E.D. 244.2 03 CONSTRUCT TENNIS COURT PER LANDSCAPE ARCHITECT PLANS SHEET L -1.0 04 CONSTRUCT 6-CURB AND GUTTER (TYPE A2 -6)PER APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C -102 05 CONSTRUCT RETAINING WALL (H PER PLAN) PER APWA STD DWG NO. 610 -3 AND DETAIL 3 ON SHEET C -103 © INSTALL ACID K100 TRENCH DRAIN PER DETAIL 2 ON SHEET C -102 07 CONSTRUCT CURB OUTLET DOWN DRAIN PER DETAIL 3 ON SHEET C -102 ® INSTALL 3- STEEL PIPE UNDER TEMPORARY A.C. PAVEMENT PER DETAIL 4 ON SHEET C -102 SD INSTALL BLEACHERS PER LANDSCAPE ARCHITECT PLAN -_ FENCE PER LANDSCAPE ARCHITECT PLAN s `, I kc- °: coNC z sc , - �� 100 IN `.228.84 Ti E 225.79 FS '•, 3 .t-- • ; • - -- - - - _ �o �--, `:. % INSTALL 6" STORM ODRA NP PIPEETE 2250 �. 224.8 - -ZZS __ 2444 / \ 15 2253 ASS Fs FS 16 INSTALL ACCESSIBLE RAMP WITH HANDRAILS PER LANDSCAPE ARCHITECT PLAN 2247 , w - 224.8 '- •- -• ,e ' � -- O 7F1SV X� 2462 18 CONSTRUCT 6 "CURB (TYPE Al -6) PER APWA STD DWG N0. 120 -2 u ° 0 - 236.4 2 TW EIJ vAT AND DETAIL 1 N SHEET C 102 • j _ - - - -- . .. 45.. 7246 z ,4acil i r \. °.:-. - - -. oU \ �yEXISTI 227.84 FG f �.• 2449, 2445 19 CONSTRUCT 10-CURB (TYPE Al -6) PER MODIFIED APWA STD DWG N0. 120 -2 oSC�RE80 PRO - % l \ 225.x; - -- - - - - -- s %96`` =;.'., '' 44 ~~ © (10-TO ' TYPE - PER MODIFIED AND DETAIL 1 ON SHEET C-102 k 0 CONSTRUCT VARIABLE HEIGHT CURB ( 6, PE Al 6) l\ 1 244 APWA STD DWG N0. 120 -2 AND DETAIL 1 ON SHEET C -102 zz4s 224.8 oiRr EXISTING RETAINING WALL 2 %56 ! j 24 I 2445 ° © CONSTRUCT 4' WIDE GRADED SWALE (DEPTH =0.5', BOTTOM WIDTH =1') 244 ® CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SD RSD D-40. WITH NO.2 BACKING % 2389 :jj, 2252 2252 , :,, \ �0 4® CONSTRUCT CROSSGUTTER PER DETAIL ON THIS SHEET yVD 224.1 GRASS 2246 ,�I •'.. 235.3 2X91 bO• GRAS$ :z X244.4\\ MODTFTEC 51k. 6i -l3 (Wall) I E 2257 e 'x•;� ti o , '�: r. s'.d { , . -_ -••• _ L.,a- 2438 xisn 'RETAINING ! L 22sa TIN '.. �- { 234.9'•: /! 22 %.6 E I ,/ 2436 i 11i • "r 30.5 TW (Oi f .J • gas i o w' 22x 2 s° 224.9 25,58 FS PER - -.. s o °� 22x2 - 255 FG A LANDSCAPE ARCHITECT PLAN ° 22 %7 29.68,TW,..- .: "'::�` 24� 2432 - 224.3 :�'ry : 07 ( N F ° ! "l o o W ,l m . - i' 29168 7W °PADS �( `.s._ -- ° 2446 1S 25.60 FS i -- 240.2 `. 234.5 225.5 • 29.68 TW, f 25.68 FS 242.7 1 N ° QpfES 10 9.tI S ' 2 %9.9 so f QO yA O h O O 224.4 2248 22x9 cc c NO: °• I 2318 247.6 w� SCALE: 1 "= 30' a 24 I * ExP Ai FAVI .T I�o �5� O ❑ ` GRASS ° 224.8 lgrE of ca�`� ( ° CONSIMCTION EIEVAt1oM liAvE wtj Avoao ,0 5;r P1NN►1_ LoN>'tioW 30 0 30 60 ELEVA•neAus i gw ovmtwe 2.N WDID NO. 9 37C372395 DESIGNED BY: DRAW CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE J B JCB MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. U 'I '� CITY OF ENCINITAS BENCHMARK "ENC -30" As - � U I LT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQO APP VE GRADING PLAN FoR: SAN DIEGUITO ACADEMY INTERIM 12091 -G _f 7(A BEING A STANDARD M-10 STREET MONUMENT HORIZONTAL: 1 " =30' DATE: YI�t%f �� �� HOUSING AND TENNIS COURTS STAMPED "LS -3997' AT THE CENTER OF THE r- 6,2~- CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE C -105 CREST PARK DRIVE, AS SHOWN ON RECORD �� ENCINITAS, CA OF SURVEY 18416 WAnnE p^lve RICHARD C. ONEILL EXP.: 6/30/16 DATE 5 /4/ 15 DATE PLANNING CASE NO: 14 -050 CDP APN #M- 280-04 SHEET 6 OF 9 IUU N i i iw -A Nw v, n i i iwApgraue.agn PLOT DATE: 27- APR -2015 JN 17100A b cp o a O �n m a w2. aoom owe- o n> �KmLL �n N Q 0 U z2. � 7 AS a 0 m w 0 0 aP N b m O `X 0 �LL N 'N z s 0 v z a w w za i z " w a G:\ 17100\ 17100- A \Civi N 17100Apgrd06.dgn PLOT DATE: 27- APR -2015 JN 17100A O IIII SD - _ - -- 249.3 249.5 N 2523 248.6 p '- 2505 1 251.2 �.. ,•� GRASS ;; ,,Ii 2533 254.5 © ? �--" j - - - - - 2433 #' 250.6 GRASS 2541 1 255.1 4.9 !..' r _ - 25x.7 2539 x I-i / "X Yx.'-• - „- 248.9 2549' R 1 2535 2405 D T 2498 -.2 25x1.6 DIRT x �Q 4 ...... 240 - . -____" - ..... -- -. --' "" •• 1, � 254.1 - -_- x � ( 1 _ -,- 4, `SO, i 254.3 _l �� I( {*� '^ 49.1 � 233s PROPOSED •' x 2s¢3 T� CLASSROOM j PROPOSES � X40 -, . I -- CLASSROOM 2 x = 412 253.2 254.9 - -_ -- -- PROPOSED 2 G5 \, c 2sx B GRASS \\ % 252.3 • ..,.. CLASSROOM .- .....-� 2385 - 250.5•• ) 2551 PROPOSED ` _ 2s <3 249 6 B woRKaooM � ,�, , ,I •, 2534 :' .. 'C ( 396 _ `'........ Q I \ 25x15 2542 - ,.'_." 2 k CLASPSROE M .. --' x t \ I .. 23)6 ?•' O /R7. _- '-'--1 DIRT - O 2s2s n 395 7403G FS) - ao'. ,'. -.fix 3 1 3 30 IE s . �`., 2saa - : •. ... f 236.6 - .....- . ;... 2394 '., P9"'.._.._ .. . •., .. .. - / \""- --_._� 254. 251 J -. 235 u m x 2315 - -_ -. k.?.. x _ -_ ._ x x 5. 2386 .. _ .- __...- PROPOSED - rr 1 O II -,� + X � 254.5 ,E •'' ZS i - - : PROPOSED I PROPOSED `: �vl•'.t ( `�_ 252 2524 . -- 2356 CLASSROOM CLASSROOM CLASSROOM : P PO zoo `��,( DIRT ,.0 $SR3 M o ''.,3''., -•-•. o� X X / �x 254.5 / j 4 - o - '- 2383 .,.. x 1q I '- Iy.� : a I - ' BLEA ER ..- 2354 .... �..,. �. 2403 .- ..., _,.. _. 236'3 � x -1 r. •. -I I , 3� :. PROPOSED -- 240 - - - -- - - �s. 1 - - -- - -f I .! 2saa PROPOSED CLASSROOM ( 6 5 ' p - PROPOSED � '�. --- 'CLASSROOM CLASSROOM i 4925' LM1 •�S` zs43 W I ASPH W x S • D '. 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T TG 1 Th o z44.7 2 227 3173 TG 2328 37.77 BOT ' 34 60 E 2324 .I. .2376 I 3 �- i x - ,_- _- CONSTRUCTION NOTES 236.5 g1., ..- 11 INSTALL%4 "PVC WATER PIPE I j X -- s -1 12 INSTALL 4 O "PVC SEWER LATERAL 0542 -_ 13 INSTALL 4 SEWER CLEANOUT PER DETAIL 5 ON SHEET C -102 Exi sse E/r 4 ` Yt'L4J - - - - - -- -- -_ -- -- - - -- =- z24s ... -•' x ' t - - _� = - - - -- /. - -•- \ . , '•, �•, ''•; ��', �•', •1, •��: •': �.,• • s� 20 �.;= [t]�t]]]C::__�:C:�;.:;;_:�+Z -, _:: V =x- �-'- �' -�*`R � 2.6 ,��� •: 14 PLACE TRENCH BACKFILL PER DEATIL 6 ON SHEET C -102 + ACA \N n 15 INSTALL 6 "PVC STORM DRAIN PIPE 21 INSTALL 6 "DROP INLET WITH ATRIUM GRATE 2Q INSTALL 6 "PERFORATED PVC PIPE 28 INSTALL 24 "x24 "DROP INLET PER DETAIL 10 ON SHEET C -102 29 CONSTRUCT BIO- RETENTION BASIN PER DETAIL 1 ON SHEET C -105 31 CONNECT TO PROPOSED DRINKING FOUNTAIN. SEE LANDSCAPE PLANS SHEET L -1.4 39 CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SD RSD D -40. DEPTH =2', WIDTH =1.5', WITH N0. 2 BACKING 40 INSTALL 12 -STORM DRAIN PIPE ��FESSIOkq F �� 41 INSTALL GALVANIZED STEEL PLATE WITH A 1.35" ORIFICE oQ GARS 0, SEE DETAIL 8 ON SHEET C -102 ® INSTALL 48 -CMP _� m 4® INSTALL 18 "SD PIPE W 2ND C6328b SCALE: 1 "= 30' sp 613012016 ® CONSTRUCT DRAWING D -S9 CLEANOUT PER SAN DIEGO REGIONAL * slq� OF c 1%4 ca \FOQ�P AS -13 �It_'1' NOTE CoWlt croto ELeVAMOw1S HAVE ftdW A0060 'R+ SHOW-MC FjC*AL.Lol bii 30 0 30 60 t:Lsvv..mav%j13oX a1T61Nt'D ceV :oa WDID NO. 9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPEGI w L DISTRICT A 000�,..� � DESIGNED BY: DRAWN BY: CHECKED BY: JC JCB MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A S 13 941•i (o CITY OF ENCINITAS BENCHMARK'ENC-30° AS - t3VI PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3qc) APP oV GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G 0 -l77(o BEING A STANDARD M -10 STREET MONUMENT HORIZONTAL: 1" = 30' DATE: q(�yhs ^^ HOUSING AND TENNIS COURTS STAMPED " LS-399T' AT THE CENTER OF THE � �� CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE /f /J R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE C -107 CREST PARK DRIVE, AS SHOWN ON RECORD�r / //.t�,,1 /ltl /��� -'�1D ENCINITAS, CA OF SURVEY 18416 NAME �- DATE RICHARD C. O'NEILL EXP.: 6/30/16 DATE 5/ 4 1 V S DATE S/ PLANNING CASE NO: 14 -050 CDP APN# 288- 280 -04 SHEET 8 OF 9 G:\ 17100\ 17100 -A \Cf of I\ 1710OApgrdO7_ut Ldgn PLOT DATE: 27- APR -2015 JN 17100A w o W N v � N O 6W or^ O 3�or 0 0 v v z w z � z e w a s i O IIII SD - _ - -- 249.3 249.5 N 2523 248.6 p '- 2505 1 251.2 �.. ,•� GRASS ;; ,,Ii 2533 254.5 © ? �--" j - - - - - 2433 #' 250.6 GRASS 2541 1 255.1 4.9 !..' r _ - 25x.7 2539 x I-i / "X Yx.'-• - „- 248.9 2549' R 1 2535 2405 D T 2498 -.2 25x1.6 DIRT x �Q 4 ...... 240 - . -____" - ..... -- -. --' "" •• 1, � 254.1 - -_- x � ( 1 _ -,- 4, `SO, i 254.3 _l �� I( {*� '^ 49.1 � 233s PROPOSED •' x 2s¢3 T� CLASSROOM j PROPOSES � X40 -, . I -- CLASSROOM 2 x = 412 253.2 254.9 - -_ -- -- PROPOSED 2 G5 \, c 2sx B GRASS \\ % 252.3 • ..,.. CLASSROOM .- .....-� 2385 - 250.5•• ) 2551 PROPOSED ` _ 2s <3 249 6 B woRKaooM � ,�, , ,I •, 2534 :' .. 'C ( 396 _ `'........ 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T TG 1 Th o z44.7 2 227 3173 TG 2328 37.77 BOT ' 34 60 E 2324 .I. .2376 I 3 �- i x - ,_- _- CONSTRUCTION NOTES 236.5 g1., ..- 11 INSTALL%4 "PVC WATER PIPE I j X -- s -1 12 INSTALL 4 O "PVC SEWER LATERAL 0542 -_ 13 INSTALL 4 SEWER CLEANOUT PER DETAIL 5 ON SHEET C -102 Exi sse E/r 4 ` Yt'L4J - - - - - -- -- -_ -- -- - - -- =- z24s ... -•' x ' t - - _� = - - - -- /. - -•- \ . , '•, �•, ''•; ��', �•', •1, •��: •': �.,• • s� 20 �.;= [t]�t]]]C::__�:C:�;.:;;_:�+Z -, _:: V =x- �-'- �' -�*`R � 2.6 ,��� •: 14 PLACE TRENCH BACKFILL PER DEATIL 6 ON SHEET C -102 + ACA \N n 15 INSTALL 6 "PVC STORM DRAIN PIPE 21 INSTALL 6 "DROP INLET WITH ATRIUM GRATE 2Q INSTALL 6 "PERFORATED PVC PIPE 28 INSTALL 24 "x24 "DROP INLET PER DETAIL 10 ON SHEET C -102 29 CONSTRUCT BIO- RETENTION BASIN PER DETAIL 1 ON SHEET C -105 31 CONNECT TO PROPOSED DRINKING FOUNTAIN. SEE LANDSCAPE PLANS SHEET L -1.4 39 CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SD RSD D -40. DEPTH =2', WIDTH =1.5', WITH N0. 2 BACKING 40 INSTALL 12 -STORM DRAIN PIPE ��FESSIOkq F �� 41 INSTALL GALVANIZED STEEL PLATE WITH A 1.35" ORIFICE oQ GARS 0, SEE DETAIL 8 ON SHEET C -102 ® INSTALL 48 -CMP _� m 4® INSTALL 18 "SD PIPE W 2ND C6328b SCALE: 1 "= 30' sp 613012016 ® CONSTRUCT DRAWING D -S9 CLEANOUT PER SAN DIEGO REGIONAL * slq� OF c 1%4 ca \FOQ�P AS -13 �It_'1' NOTE CoWlt croto ELeVAMOw1S HAVE ftdW A0060 'R+ SHOW-MC FjC*AL.Lol bii 30 0 30 60 t:Lsvv..mav%j13oX a1T61Nt'D ceV :oa WDID NO. 9 37C372395 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPEGI w L DISTRICT A 000�,..� � DESIGNED BY: DRAWN BY: CHECKED BY: JC JCB MLA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A S 13 941•i (o CITY OF ENCINITAS BENCHMARK'ENC-30° AS - t3VI PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3qc) APP oV GRADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G 0 -l77(o BEING A STANDARD M -10 STREET MONUMENT HORIZONTAL: 1" = 30' DATE: q(�yhs ^^ HOUSING AND TENNIS COURTS STAMPED " LS-399T' AT THE CENTER OF THE � �� CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE /f /J R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE C -107 CREST PARK DRIVE, AS SHOWN ON RECORD�r / //.t�,,1 /ltl /��� -'�1D ENCINITAS, CA OF SURVEY 18416 NAME �- DATE RICHARD C. O'NEILL EXP.: 6/30/16 DATE 5/ 4 1 V S DATE S/ PLANNING CASE NO: 14 -050 CDP APN# 288- 280 -04 SHEET 8 OF 9 G:\ 17100\ 17100 -A \Cf of I\ 1710OApgrdO7_ut Ldgn PLOT DATE: 27- APR -2015 JN 17100A w o W N v � N O 6W or^ O 3�or 0 0 v v z w z � z e w a s EROSION CONTROL LEGEND GRAVEL BAG - -- ------ - - - --- — — - — -- — -- - - - - — - -- - -- -- - --- -- -- -- 00000000 STABILIZED CONSTRUCTION ENTRANCE / EXIT - -- - -- -- - -- - -- --- FIBERROLL--- -- -------------- - - -- -- -- - -- --- --- -- - - - -- -- - -------- -- ---- CONSTRUCTION LEGEND PROPOSED RETAINING WALL -------------------------- -- -- -- -- --- -- --- -- -- ----_ -- - -, PROPOSED FENCE - -- - ------- - - ------ _ --------------- - PROPOSED CURB AND GUTTER-- _-- __--- _--- __- _- _- _--- - - - - -- _ -__ -- PROPOSED CONCRETE ----------------------------------------- 0 PROPOSED A.C. PAVEMENT- _- ---_- ---------- ...... .... FLOW FLOW E A GRAVEL BAGS AROUND STORM DRAIN INLET NOT TO SCALE CURB AND GUTTER SPACE CHECK )AMS PER TABLE A B BAGS PER SECTION B -B i SPACE CHECK DAMS PER TABLE A 1 1 c GUTTER C TABLE A VELOCITY CHECK DAM SPACING GRADE INTERVAL LESS THAN 2% OR EQUAL TO 200' 2.1% TO 5.0% 110' 5.1% TO 10.07 110' t1AbJ rUl 1 SECTION C -C VELOCITY CHECK DAMS IN GUTTER NOT TO SCALE SCALE: 1 "= 30' 30 0 30 60 CHANGE NO. DESCRIPTION G:\17100\17100-A\Civif\1710OApgrdO8-ecp.dgn a 2J3 APPROVED DATE BENCHMARK SCALE CITY OF ENCINITAS BENCHMARK "ENC -30" $�I 7(O BEING A STANDARD M -10 STREET MONUMENT HORIZONTAL: 1" = 30' STAMPED "LS- 3997" AT THE CENTER OF THE CUL -DE -SAC AT THE NORTH END OF OAK VERTICAL: NONE CREST PARK DRIVE, AS SHOWN ON RECORD OF SURVEY 18416 COARSE AGGREGATE 3" MINUS ASP 2486 SD # 249.3 y 249.5 ;; NATIVE ° Y FILTER FABRIC CDChIAI 1111`TDIf+T ADDDnvAI UCJ:UIVCU DT. URHVY IV DT: UncsL\CU DT: JCB JCB MLA PLANS PREPARED UNDER SUPERVISION OF DATE: yf-Aslig R.C.E. NO.: 63285 IVAMC AA RICHARD C. 'NEILL EXP.: 6/30/16 * WIDTH 0 ROAD OAD * NOTE: MINIMUM WIDTH OF ROAD - 12 FEET STABILIZED CONSTRUCTION ENTRANCE /EXIT NOT TO SCALE 2515 EXISTING GYM ENGINEERING DIVISION APPROVALS RE^^C,O�� MMENY�': _�GZO APP OVE .V`• G, MASIH MAHER GLENN PRUIM DATE 5 14 / 15 DATE p INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITTIONS NOTE: INTO A STEEPER SLOPE INSTALL FIBER ROLL ALONG A LEVEL CONTOUR D� TYPICAL FIBER ROLL INSTALLATION 2 BAGS HIGH C'r(�T T n AI A A NOT TO SCALE GUTTER FLOW LINE 10' WEIR (1 BAGS HIGH) �— A ;RAVEL FILLED BURLAP BAGS GRAVEL FILLED (2 BAGS HIGH) BURLAP BAGS SECTION C —C NOT TO SCALE NOT TO SCALE CURB LINE 10' WEIR (1 BAGS HIGH) GRAVEL FILLED BURLAP BAGS (2 BAGS HIGH) GRAVEL FILLED1 1 - A BURLAP BAGS GRAVEL FILLED BURLAP BAGS SECTION B —B NOT TO SCALE �6 "MINIMUM THICK - 3 "MINUS COARSE AGGREGATE wrl "r'F•'•5, •'t; •'•r• ?.•r �<rf;�s FILTER FABRIC NATIVE SECTION D —D FIBER ROLL 8 "MIN. NOT TO SCALE 2 "x2" WOOD STAKES MAX. 4' SPACING e- r- Tnn1 r r NOT TO SCALE NOTES-. 1)ALL GRADED SLOPES ARE TO BE HYDROSEEDED AND PROTECTED. 2) BIO RETENTION BASINS SHALL BE USED AS DESILTING BASINS DURING CONSTRUCTION. ANY SILT SHALL BE REMOVED PRIOR TO INSTALLATION. NOTE-. THIS PLAN PRESENTS THE RECOMMENDATIONS OF RICK ENGINEERING COMPANY FOR THE TITLE PROJECT BASED ON COMPLETED PHASES OF CONSTRUCTION. STORM WATER POLLUTION PREVENTION IS THE RESPONSIBILITY OF THE PROPERTY OWNER OR THEIR DELEGATED RESPONSIBLE PARTY. THE RECOMMENDATIONS PRESENTED ON THIS PLAN SHOULD BE CONSTANTLY REVIEWED AND AMENDED AS APPROPRIATE BY THE PROPERTY OWNER OR THEIR DELEGATED RESPONSIBLE PARTY AS SITE CONDITIONS CHANGE. E7 J °o w s - w° �m N w ¢ a c QU N O Qwa� O(ANh a �x ow ti a o 0 v z z% � z W a WDID NO.9 37C372395 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 3RADING PLAN FOR: SAN DIEGUITO ACADEMY INTERIM 12091 -G HOUSING AND TENNIS COURTS - 800 SANTA FE DRIVE C.� 08 = ENCINITAS, CA c PLANNING CASE NO: 14 -050 CDP APN #�- 280 -04 rSHEET 9 OF 9 0 PLOT DATE: 27- APR -2015 JN 17100A i