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2015-12248 G (Plans)DRAINAGE 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 "LIMITED GEOTECHNICAL INVESTIGATION" PREPARED BY: GEOCON DATED: JANUARY 8, 2014, PROJECT# G1587 -42 -02 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 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. 12248 -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 I N S TALLED. 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 1S 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 EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE; DRIVEWAYS; OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 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 N _ 0F R THE N , 0 E EXISTE E OR C 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 BYTHEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7_ ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE MODIFIED TI LITI S ON Y 1 IB CITY OF ENCINITAS BENCHMARK "ENC -30" 5 -0-14 C BEING A STANDARD M -10 STREET MONUMENT -99 S - UI T R I l-M N `� STAMPED "LS- 3997" AT THE CENTER OF THE HORIZONTAL: NONE CUL -DE -SAC AT THE NORTH END OF OAK CR E ST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE - - - - -- - - -- - -- -- OF SURVEY 18416 SPECIAL 1 DISTRICT APPROVAL AS -BUILT y ir/ 6%118A siGNA11J0'a Ggrc STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER OWNER'S CERTIFICATE SAN DIEGUITO UNION CONCRETE WASHOUT HIGH SCHOOL DISTRICT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 710 ENCINITAS BLVD GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE: IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ENCINITAS, CA 92024 GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL (760) 753 -6491 THE SITE. j � POST A SIGN DESIGNATING THE WASHOUT LOCATION. -- SITE ADDRESS SIGNATURE: �� % � DATE: ICJ ` 4s- CONSTRUCTION SITE ACCESS 800 SANTA FE DRIVE RICK SCHMITT A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ENCINITAS, CA 92024 REPRESENTATIVE OF SAN DIEGUITO TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL APN NO. 288- 280 -04 UNION HIGH SCHOOL DISTRICT PANELS /PLATES. - SOILS ENGINEER'S CERTIFICATE CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES 1, 'ILAQL7. 4ARt0A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS - PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT. MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE, 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 ad 31- Vw3 AND EROSION CONTROL FOR AN UPDATE ON (- e?:fo)r ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, EROSION CONTROL MUST BE PROVIDED FORALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED N THE GRADING PLANS AND SPECIFICATION NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SIGNED: /�fCtt✓ �A�sv� QQOFESS /ON9l JOB #: a 1 -5%'?- •n. u QPOP S 03A 9g7FG 66 ze 44 DIVERSION DIKES SHALL Z BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION BITE. CONTRACTOR SHALL RCE NO.: __K Z ! 3 't nQ �QJ cy � GEOCON, INC. W�a {y yn PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. EXP. DATE: 3-St- 2 O ►6 No. 42132 m 6960 FLANDERS DR *.2842 m - - a SAN DIEGO, CA 921 V� REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN s CIVIL * 858-558 -6900 y�c G'F07ECNCV� P PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS OWNERS STATEMENT FOR SWPPP PROJECTS OF CA STgTFOF CP \� UNNECESSARILY; THEY HELP DECREASE EROSION, DEVELOMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUREMENTS OF THE MOST RECENT STATE SWRCB TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR WATER RESOURCE CONTROL BOARD (SWRCB) ORDER WASTE WATER DISCHARG E REOUREMENTS FOR DISCHARGES EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL OF STORMWATFR RUNOFF ASSOCIATED WITHSONSTRUCTION ACTIVITY IN ACCORDANCE WITH SAID PERMIT, A GRASSES TO SHIELD AND BIND THE SOIL. STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) AND MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. ACCUREATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. ON-SITE CONSTRUCTION MATERIAL STORAGE IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL THIS GRADING PLAN NO. 12248 -G AND BYSWRCB NO. R9 -2009 -000#. STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY S d W �1 ' CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE P WDID# 9 37C372395 SIGNATURE: ' POLLUTION OF STORMWATER FROM STOCKPILES DATE: KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. RICK SCHMITT STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN REPRESENTATIVE OF SAN DIEGUITO INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A UNION HIGH SCHOOL DISTRICT TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. STATEMENT OF ENGINEER OF WORK TRAINING THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 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 WASTE MANAGEMENT NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS CONVEYANCE SYSTEM 1S STRICTLY PROHIBITED. 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 HtS /HER NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 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. SIGNATURE: W204 � DATE: -W-i7hT RICHARD O'NEILL 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 RICK ENGINEERING COMPANY AREA OF WORK APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS 1770 IOWA AVE., SUITE 100 AREA P 10 MATERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT 800 714 -1195. FOR INFORMATION ON LANDFILL AN T IMPERVIOUS PRIOR TO CONSTRUCTION. 49,859 SQFT ( ) 5 D O RIVERSIDE, CA 92507 IMPERVIOUS AREA AFTER CONSTRUCTION: 33,574 SOFT ORDER DUMPSTERS CALL EDCO AT (760) 436-415 1. 951 - 782 -0767 DECREASE IN IMPERVIOUS AREA: 16,286 SOFT RCE NO. 63285 EXPIRES 6 /30/16 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. APPROXIMATE DISTURBED AREA: 75,623 SOFT EARTHWORK DATA PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL MAXIMUM VERTICAL DEPTH OF CUT = 8.9' PROVIDE SECONDARY CONTAINMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAININLETS ON PERVIOUS MAXIMUM VERTICAL DEPTH OF FILL = 6:0' SURFACES. CUT = 2,606 C.Y. FILL = 1,318 C.Y. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST EXPORT = 1,288 C.Y. ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE REMEDIAL =13,870 C.Y. (RECOMPACTED IN PLACE) FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE CIVIL SHEET INDEX ENGINEERING DEPARTMENT; CITY OF ENCINITAS AT (760) 633 -2770. �oIR GAR( N'1 Fe SHEET NO. TITLE �� �® O� �r C -01 NOTES NOTIFICATIONS ` �� f C -01.1 INDEX SHEET rt 5 8 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE �• s No. C 632 C 02 DETAIL HEFT _ OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES � 6/ 012016 C-03 SECTION AND DETAIL SHEET EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE CONTRACTOR IS R � � C -004 DE 0 ITION PAN REQUIRED TO TAKE DUE PRECAUTIONARY ,S+ CIVi � MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S AgTf OF C kg0 C -05 -C&7 P ECISE GRADING PLAN RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, C 08 EROSION NTROL PLAN FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: C -09 UTILITY PLAN A. SEWERS - CSD - (760j 633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 BMP PROJECT STATUS: PRIORITYIHMP C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) - 489 -3411 p P ES SIONq E. CABLE TV- COX COMMUNICATIONS - (760) -806 -9809 X -2233 pe l PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY AR C F �� QO O;� �c SCHOOL DISTRICT. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING W n Z� �% m G G ANY WORK K ON THIS PROJECT. _ � m FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION PHONE: (760) -633 -2770. ca" ¢ No. C 63285 r 9 CONTROL FACILITIES" * k 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION: PHONE: (760)633 -2770. ALL WORK EXp.6/30/2018 \Q ZAIS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. sl 1 CIVi�- �� RECORDED ON 5&`T -113Ek Z7-/ 4]F OF C 'E AS DOC. #: Zol 5 - 5M -133 WDtd NO. 937C372395 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT vi iql 11 fB SIGN DATE SIG DATE SIGN D T€ SIGN DATE SIGN j DATE PLANS. PREPARED UNDER SUPERVISION OF DATE: q1171, �04194� R.C.E. NO.: 63285 RICHARD O'NEILL EXP.: 6/30/16 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: RECOMMEN ED:Jc�O APP E SAN DIEGUITO ACADEMY IV AA MATH AND SCIENCE BUILDING MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE ENCINITAS, CA DATE DATE '� PLANNING CASE NO: 14 -050 CDP DRAWING NO. 12248 -G c-0i I N W N = N N W Q p 4 uj o owI'�x >�a SHEET 1 OF j.0 I o G:\ 17100\Clvi [\City plan Set V7100pgrd01.dgn PLOT DATE: 17 -SEP -2015 JN 17100 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 TitE 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. LIMITS OF REMOVAL ----- ----- -- ----- ----- -- DEEPENED FOOTING - -- - - - - - -- -- -- -- OF EDGE OF PAVEMENT ELEVATION - -- - -- - -- EP SAWCUT ----- ----- ------ -------- FINISHED FLOOR - -- ---- --- °- .- .- -__._— __ ____._. EXISTING AREA DRAIN BOXm - - •- • - -• - EXISTING MANHOLE-------------------------- - - - - -- o EXISTING LIGHT - ------- - - - - -- -- - - - - -- HP EXISTING WATER METER - -- --- - -- LP EXISTING ELECTRICAL VAULT — [El EXISTING CHAIN LINK FENCE---------- - -- TC EXISTING BOX - - -- ------------ --------------- --- - - - - -- --- -- -- -- o EXISTING GAS VALVE - -- -- - - - - -- -GV EXISTING IRRIGATION CONTROL VALVE - - - -- -ICV EJ(ISTING WALL------- - - - - -- - EXISTING TREE------------ -- --- -- -- - - -- --- EXISTING PALM TREE - - -- - -- ° - -- -- CONTOUR (EXISTING) ---- - - -- --- -- ------ -- --216---- - ----° CONTOUR (PROPOSED)--- --- -- - -- - --- x_220 CURB AND GUTTER-------- - PROPOSED RETAINING WALL... A.C. PAVEMENT ----- -- - -- --- 4"PCC SIDEWALK- ---- - - - - -- - PROPOSED STORM DRAIN------------- ABBREVIATIONS BOTTOM_...__ ....._._ _._._._.__ _.....-- -• °- --- ,.,__.-- -- ----- BOT DEEPENED FOOTING - -- - - - - - -- -- -- -- OF EDGE OF PAVEMENT ELEVATION - -- - -- - -- EP FINISHED GRADE ELEVATION - - - - - -- - -- FG FINISHED FLOOR - -- ---- --- °- .- .- -__._— __ ____._. __ _. FF FLOW LINE ELEVATION - - -- - -- -- - ----- ----- - -- --- FL FINISHED SURFACE ELEVATION - -- - - - -- - -- FS GRADE BREAK - -- - -- -- ° -- .. —.... — ... _— G8 HIGH POINT - -- -- - - - -- - - -- ----- - - - - -- HP INVERT ELEVATION -- - - -- ----- - - - - -- — IE LOW POINT ----- -- - - - - -- ------- - - - - -- LP ON CENTER -- --- ---- ------------ - - - - -- O.C. PLANTING AREA ---- - - - - -- - ._.._.. - - -- - - - - -- PA TOP OF CURB ELEVATION TC TREE WELL -- - - - - - -- - - - -- - - - -- TRWL TOP OF WALL ELEVATION - - -- - - -- - - - - -- TW ON CENTER EACH DIRECTION------------------ - - - - -- O.C.E.D. CAUTION.- ION.- EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. CHANGE NO. I DESCRIPTION I APPROVED Ge \17100 \Uvl[\City plan Set \1T10Gpgrd0l_l.dgn IN THE CITY OF ENCINITAS, CALIFORNIA PRECISE GRADING SAN DIEGUITO ACADEMY - SCIENCE AND MATH PLAN BUILDING DATE BENCHMARK I SCALE j SPEGIA, 91MDIGT APPRGVA16 I UtJ {L�P�tUtSi; 1 L, �R 1 + LntRr� �Y: + ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQO APPR V�'L BEING A STANDARD M-10 STREET MONUMENT AS-& 1 LT DATE: 9 177%iS / STAMPED "LS -3997" AT THE CENTER OF THE HORIZONTAL, M. � CUL-DE-SAC AT THE NORTH END OF OAK i A R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM CREST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE .f +wi/ - thav OF SURVEY 18416 k"ol" m slaft iNg °^" �g — 1016 / 15 /oAn DATUM: NAVD$8 fLEVATK3N: 388.479 RICHARD O'NEILL EXP.: 6/30116 DATE DATE ' ' VICINITY MAP N.T.S. CONTROL 108, 1958370 .9511,6246694.6416,216.9345,MON FD MAG NAIL AND WASHER "FUSCOE CONTROL" 113, 1959678.9302.6246714.8526, 255.0549,MON FD MAG NAIL AND WASHER "FUSCOE CONTROL" 120, 1959665. 2665 ,6248328.0279.315.- 0452,MON FD MAG NAIL AND WASHER "FUSCOE CONTROL" 121, 1958365 .3006.6248357.2690,285.6012,MON FD MAG NAIL AND WASHER "FUSCOE CONTROL" 135,19 58367. 1127,6247521.0946,237.fo941,MON FD MAG NAIL AND WASHER "FUSCDE CONTROL" SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN HEREON WAS PREPARED BY PHOTO GEODETIC CORPORATION AREAL MAPPING PROFESSIONALS DATED MARCH, 1 2013 NOTE: NO WORK IS PROPOSED ADJACENT TO PUBLIC RIGHT OF WAY. ALL IMPROVEMENTS WITHIN RIGHT OF WAY INCLUDE STREET TREES PROTECTED IN PLACE. No. C 63285 �) a ` \ Exp.6/30/2016 * O CT`s F CA\F a? SCALE; 1 "= 80, F 80 0 80 160 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANNING CASE NO: 14 -050 SAN DIEGUITO ACADEMY MATH AND SCIENCE BUILDING 800 SANTA FE DRIVE ENCINITAS, CA CDP 12248-G C -01.1 SHEET 2 OF 10 PLOT DATE: 1T -SEP -2015 JN 17100 0 0 6 v P 0 TV w _ z E J E m o: 'v 6" 50 mm) BAT E �E A1- 6(150) AND A1- 8(200) 3:12 A2- 6(150) AND A2 -8(200 I" .25 mm) E J E 6" 6" m 'v 6„ v W (150 mm') MIN (150 mm) 150 mm) 3/4"(20 mm) R BATTER 3:12 BATTER 3:12 w BOTH SIDES SLOPE 2.0% J LEVEL E E E m �I�� D1- 6(150) AND _ A3- 6(150) AND A3- 8(200) (' 25 mm'1 D1- 8(200) NOTES: E 1. THE LAST NUMBER IN THE DESIGNATION IS E E mq x 10 "W 4 "OC THE CURB FACE (CF) HEIGHT, INCHES (mm). in E (•13M x 250 film c 6" v 0 1200 mm OC) 2. GUTTER WIDTH, W, IS 24 "(600 mm) UNLESS OTHERWISE SPECIFIED. N 150 mm GROUTED W PLACE 3. TYPES A1, A2, A3 AND C1 SHALL BE N - BATTER 3:12 LL CONSTRUCTED FROM PCC. '� 3 /4• 4. TYPE D1 CURB SHALL BE CONSTRUCTED (20 mm) FROM ASPHALT CONCRETE. 3 "(75 mm) S. TYPE C1 CURB SHALL BE ANCHORED WITH j STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS C1- 6(150) AND C1- $(200) AND GUTTERS SHALL BE ROUNDED WITH A 1/2"(15 mm) RADIUS. STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB UERN STANDARD PLAN 5120 02 TANAND EGGUTTER USE WITH UBL- WBKARR ACCESS COVER LETTER 5 mm E i E 13 "(330 mm). �.E N 1 "(25 mm) �1 M E 1 _10 "(254 mm) .I % mml SECTION A -A ACCESS FRAME 1- 17 "(432 mm) _1 SECTION B -B (45, rLAIN z E 0 SECTION C -C ACCESS FRAME.. & COVER ACCESS CAP it" A (275 mm) DIA x 1/2" (15 mm) THICK w/ z 3/4 "(20 mm) FINGER HOLE NE;s - CONSTRUCTION a BOO E JOINT TYPE 'F "CATCH BASIN 44.83 EMERGENCY 3 43.83 FL o 44.33 FL SPILLWAY 1 CURB - --- --- --- - -- --- -- ---- � ------ V- ----WL _ELEV -- - -- - - 1.5' 1.5' ----------------------- 0.5' 0.5' OUTLET 1 - 1" 112" 1" OF BAS N GRADE 43.00 AMENDED SOIL: 'SANDY LOAM 'SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. MIX SHALL g4' z CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH. AND 20 -30% TOPSOIL. 26.5' 3' 10.5' Zr AMENDED, SOIL 4 .4 PAVEMENT 3" 3l4 "GRAVE "GR L COVER OVER PIPE 39.69 IE 39.69 IE NONWOVEN FILTER . FABRIC (MIRAFI 140N) OR ° ° ° ° EXPANSION JOINT ± NONWOVEN FILTER APPROVED EQUAL EXPANSION JOINT FABRIC i N0.4 °iw� ROCK 3" i N0.4 REBAR REMOVE GRIND AND OVERLAY LL REBAR a a 4' LONG AND ^ / a a REPLACE RIBBON GUTTER V I% �II�I%A�I�Uy�Uyl �I III �/�IUy 4'LONG 3 "� o �\yf\yf IfIA\Y%IY�\UfA%�\YI y�T\y/\y� v ^ \U�\yf \UNDISTURBED NATURAL 3 ''f o FOUR EQUALLY SPACED DOWLES FOR \y�\y�y��N\�f�y \y�\y�\y� \y GROUND TWO EQUALLY SPACED DOWLES FOR CONTACT JOINTS PER DETAIL BELOW 2' 2' A1wAUY CONTACT JOINTS PER DETAIL BELOW 2' 2' PCC INSTALL GALVANIZED PCC " STEEL PLATE SEE DETAIL 15 ON SHT C -03 NOTEsSPECIAL INSPECTION FOR BMP FACILITIES 1S REQUIRED e 1' RIBBON GUTTER DETAIL 3' RIBBON GUTTER DETAIL e GRIND AND OVERLAY DETAIL BIO- RETENTION BASIN DETAIL C-02 C -02 NOT TO SCALE 6 NOT TO SCALE T C -02 NOT TO SCALE 9 C -02 N.T.S. 1 TYPE 'F "CATCH BASIN 3%(12" OVERFLOW SCUPPER WHERE SHOWN w 46.00 TOP EMERGENCY ON PLANS E z 45.0 FL ° 45.5 FL SPILLWAY 2" 3" E FINISHED SURFACE OVERFLOW- �l Q CURB _ -WL ELEV CRATE I 6 12 "X12 "TOP OF GRATE OUTLET 9.1 FINISH GRADE v W - OF BASIN 44.17 FG q" 150 mm) ELEV SEE PLAN - AMENDED SOIL:'SANDY LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. MIX SHALL PLASTIC PIPE _ ¢ w CONTAIN 50 -607 SAND, 20 -30% COMPOST OR 3 5 BATTER 3,12 w HARDWOOD MULCH, AND 20 -30% TOPSOIL. S 2 w WALL _DRAIN- DETAIL SLOPE 8,3% SD PIPE PER PLAN ° AMENDED SOIL <oAFgSSp 2 a INVERT ELEV a CONCRETE C.B. 3 "3/8 "GRAVEL FP``IFp T E PER PLAN BROOKS BOX 3 "3/4 "GRAVEL COVER OVER PIPE WITH STEEL 40.96 IE 40.96 IE NONWOVEN (MIRAFI 140N) OR NONWOVEN FILTER LEVEL GRATE OR FABRIC APPROVED EQUAL 4� ELvnrioN 1" 6 THICK APPROVED EQUAL, 44 3/4 "CRUSHED ROCK 2� 5 mm) AGGREGATE BASE SIZE PER PLAN A2- 6(150) AND A2- 8(200) 6 "TYP 41' MIN, ��IhUlU�l%�IA�IU/h \Y% \�Y/A \Y/jx \ UNDISTURBED NATURAL GROUND INSTALL GALVANIZED ©5 STEEL PLATE SEE BACK OF RETAINING WALL GUTTER DETAIL 6" CURB & GUTTER DETAIL DETAIL 16 ON SHT C -03 C -02 NOT TO SCALE 11 C -02 NOT TO SCALE 15 BMP FACIL TIES IS REQUIRED OR s BIO- RETENTION BASIN DETAIL 9 BIO- RETENTION BASIN DETAIL l C -02 N.T.S. ® C -02 N.T.S. I STANDARD PLAN TERMINAL CLEANOUT STRUCTURE 1 FA FIN USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PIPE BELL SHEET 2 OF 2 z E 0 SECTION C -C ACCESS FRAME.. & COVER ACCESS CAP it" A (275 mm) DIA x 1/2" (15 mm) THICK w/ z 3/4 "(20 mm) FINGER HOLE NE;s - CONSTRUCTION a BOO E JOINT TYPE 'F "CATCH BASIN 44.83 EMERGENCY 3 43.83 FL o 44.33 FL SPILLWAY 1 CURB - --- --- --- - -- --- -- ---- � ------ V- ----WL _ELEV -- - -- - - 1.5' 1.5' ----------------------- 0.5' 0.5' OUTLET 1 - 1" 112" 1" OF BAS N GRADE 43.00 AMENDED SOIL: 'SANDY LOAM 'SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. MIX SHALL g4' z CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH. AND 20 -30% TOPSOIL. 26.5' 3' 10.5' Zr AMENDED, SOIL 4 .4 PAVEMENT 3" 3l4 "GRAVE "GR L COVER OVER PIPE 39.69 IE 39.69 IE NONWOVEN FILTER . FABRIC (MIRAFI 140N) OR ° ° ° ° EXPANSION JOINT ± NONWOVEN FILTER APPROVED EQUAL EXPANSION JOINT FABRIC i N0.4 °iw� ROCK 3" i N0.4 REBAR REMOVE GRIND AND OVERLAY LL REBAR a a 4' LONG AND ^ / a a REPLACE RIBBON GUTTER V I% �II�I%A�I�Uy�Uyl �I III �/�IUy 4'LONG 3 "� o �\yf\yf IfIA\Y%IY�\UfA%�\YI y�T\y/\y� v ^ \U�\yf \UNDISTURBED NATURAL 3 ''f o FOUR EQUALLY SPACED DOWLES FOR \y�\y�y��N\�f�y \y�\y�\y� \y GROUND TWO EQUALLY SPACED DOWLES FOR CONTACT JOINTS PER DETAIL BELOW 2' 2' A1wAUY CONTACT JOINTS PER DETAIL BELOW 2' 2' PCC INSTALL GALVANIZED PCC " STEEL PLATE SEE DETAIL 15 ON SHT C -03 NOTEsSPECIAL INSPECTION FOR BMP FACILITIES 1S REQUIRED e 1' RIBBON GUTTER DETAIL 3' RIBBON GUTTER DETAIL e GRIND AND OVERLAY DETAIL BIO- RETENTION BASIN DETAIL C-02 C -02 NOT TO SCALE 6 NOT TO SCALE T C -02 NOT TO SCALE 9 C -02 N.T.S. 1 TYPE 'F "CATCH BASIN 3%(12" OVERFLOW SCUPPER WHERE SHOWN w 46.00 TOP EMERGENCY ON PLANS E z 45.0 FL ° 45.5 FL SPILLWAY 2" 3" E FINISHED SURFACE OVERFLOW- �l Q CURB _ -WL ELEV CRATE I 6 12 "X12 "TOP OF GRATE OUTLET 9.1 FINISH GRADE v W - OF BASIN 44.17 FG q" 150 mm) ELEV SEE PLAN - AMENDED SOIL:'SANDY LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. MIX SHALL PLASTIC PIPE _ ¢ w CONTAIN 50 -607 SAND, 20 -30% COMPOST OR 3 5 BATTER 3,12 w HARDWOOD MULCH, AND 20 -30% TOPSOIL. S 2 w WALL _DRAIN- DETAIL SLOPE 8,3% SD PIPE PER PLAN ° AMENDED SOIL <oAFgSSp 2 a INVERT ELEV a CONCRETE C.B. 3 "3/8 "GRAVEL FP``IFp T E PER PLAN BROOKS BOX 3 "3/4 "GRAVEL COVER OVER PIPE WITH STEEL 40.96 IE 40.96 IE NONWOVEN (MIRAFI 140N) OR NONWOVEN FILTER LEVEL GRATE OR FABRIC APPROVED EQUAL 4� ELvnrioN 1" 6 THICK APPROVED EQUAL, 44 3/4 "CRUSHED ROCK 2� 5 mm) AGGREGATE BASE SIZE PER PLAN A2- 6(150) AND A2- 8(200) 6 "TYP 41' MIN, ��IhUlU�l%�IA�IU/h \Y% \�Y/A \Y/jx \ UNDISTURBED NATURAL GROUND INSTALL GALVANIZED ©5 STEEL PLATE SEE BACK OF RETAINING WALL GUTTER DETAIL 6" CURB & GUTTER DETAIL DETAIL 16 ON SHT C -03 C -02 NOT TO SCALE 11 C -02 NOT TO SCALE 15 BMP FACIL TIES IS REQUIRED OR s BIO- RETENTION BASIN DETAIL 9 BIO- RETENTION BASIN DETAIL l C -02 N.T.S. ® C -02 N.T.S. I :00 mm) 8" E SEWER (200 mm) WYE EIE E No m 4 a. e (100 mm) MIN UNDISTURBED EARTH E 6 SECTION D -D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN TERMINAL CLEANOUT STRUCTURE STANDARD PLAN 204 -2 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PIPE BELL SHEET 2 OF 2 N c (25 mm) CAP DETAIL A z C� E iJ o¢ ow _ate 1C a 45° ELL F SEE DETAIL A SHEET 2 z_ AP :00 mm) 8" E SEWER (200 mm) WYE EIE E No m 4 a. e (100 mm) MIN UNDISTURBED EARTH E 6 SECTION D -D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN TERMINAL CLEANOUT STRUCTURE STANDARD PLAN 204 -2 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 10 C -o2 CAUTIONt. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. CHANGE NO. I DESCRIPTION NOTES: 1. SEE PLANS FOR VALUES OF DIMENSION 0 AND ELEVATION E. 2. PIPE AND FITTINGS,UNLESS OTHERWISE NOTED,SHALL BE OF THE SAME MATERIALS AS THE SEWER.UNLESS APPROVED ADAPTORS ARE USED,AND MAY BE ANY OF THE FOLLOWING:. A. VC PIPE B. PE PIPE C. ABS SOLID WALL PIPE D. ABS COMPOSITE PIPE E. PVC PLASTIC PIPE 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. MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING PCC TO SET. 4. THE ACCESS FRAME,COVER AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE DRILLED OR BLOCKED OUT PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED OUT. 5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MORTAR, TYPE F 204-2 E PIPE BELL SHEET 2 OF 2 (25 mm) CAP DETAIL A NOTES: 1. SEE PLANS FOR VALUES OF DIMENSION 0 AND ELEVATION E. 2. PIPE AND FITTINGS,UNLESS OTHERWISE NOTED,SHALL BE OF THE SAME MATERIALS AS THE SEWER.UNLESS APPROVED ADAPTORS ARE USED,AND MAY BE ANY OF THE FOLLOWING:. A. VC PIPE B. PE PIPE C. ABS SOLID WALL PIPE D. ABS COMPOSITE PIPE E. PVC PLASTIC PIPE 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. MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING PCC TO SET. 4. THE ACCESS FRAME,COVER AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BE DRILLED OR BLOCKED OUT PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED OUT. 5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 204-2 TERMINAL CLEANOUT STRUCTURE SHEET 2 OF 2 CLEANOUT STRUCTURE APPROVED DATE BENCHMARK SCALE C CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 STREET MONUMENT HORIZONTAL: NONE STAMPED *LS-399T' AT THE CENTER OF THE CUL -DE -SAC AT THE NORTH END OF OAK CREST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE OF SURVEY 18416 DATUM: NAVD88 ELEVATION: 388.479 r' J r' E B • 00 �: EDGES TO BE ROUNDED )TO 3 "(75 mm)R r II _ E� A J �R =1D OF SPUR I MIN mm) MIN r � L- � r x= !c ALL STEEL REINF ^4 i r P 4 1 BM ® 100 mm) OC }E 410 DETAIL PLAN B (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE 1 (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE AND COVER PER PER SPPWC 324 Stt" 24" SPPWC 630 OMIT THIS STEP Itt5 x 25 mm) m 610 mm) MANHOLE IN PAVED STREETS RING SEAT w ¢ SHAFT PER 9 '1225 mm) s Nm E s SPPWC 324 16 '(400 mm) FOR 21' r 0 w PAVED STREETS, - 10 mm `� '^ E 3' -0 "(900 mm) 2''2"(650 mm) m E 5 "145 mou a ° STREETS FOR ON T. 3'- 6'IW50 mml L w w 5° PAVED STREETS -' (125 mm) o. x G z 5' 2 "025 mm x 50 mm) PIPE SEAT _ it w g o T -6 "11550 mm)) mm) T ROUND EDGES OF INLETS HS m - °(tt5 mm) ROUND EDGES 1/2" (15 APPLIES L ATA THIS SECTION C -C POINT SECTION A -A STATION LINE 3' -0 "(900 mm) 8"(200 mm) _ STEPS T 16 "(450 mm) �-8 "(200 mm) i °1200 mm) OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION B_B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX MW. MAX I MIN A -A 2' -10 1/2 °(867 mm) 3'- 6 "(m60 mm) C -C NN.2 .1 0 1/2 "(217 Mm) 16 "(41D mml IS -080 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MANHOLE PIPE -TO -PIPE (ONE OR BOTH STANDARD PLAN MAIN LINE ID =33" (825 mm) OR SMALLER) 321 -2 11 c -o2 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2' -10 1/2"(867 mm)FOR PAVED STREETS OR 3' -6 "(1060 mm)FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N': DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6 "(150 mm) WHEN LARGER VALUES OF WOULD REDUCE H IN SECTION C C TO 3'-G"(1060 mm) OR LESS. 2. H (IN SECTION A A AND B BI SHALL NOT BE LESS THAN 4'-0"11.2 m), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H UN SECTION C C) SEE NOTE 1. 3. L SHALL BE 4'- 0"(1.2 m) UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 8 "(200 mm) FOR VALUES OF H UP TO AND INCLUDING 8' -0" (2.4 m)AND 10 "(250 mm)FOR VALUES OF H OVER 8'- 0 "(2.4 m). 5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2 "(40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE, 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8 "(200 mm). 10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14 "(350 mm) TO 15 "(375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24 "(600 mm) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321-2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 2 OF MANHOLE DETAIL NOT TO SCALE 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33 "(825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36 "(900 mm) TO 42 "(1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33 "(825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36 "(900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8 "(200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 6 "(150 mm). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE - SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED; THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE.. 12, MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 16. WHERE A PRESSURE MANHOLE SHAFT 36'(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREINa 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 630 24 "(610 mm)MANHOLE FRAME AND COVER 633 36 "(900 mm)MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD- PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321 -2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 3OF3 2 No. C 63285 ' r * ExP6f3012018 STATE OF( CP \F�PaQ SPEGI A I DISTRIGT APPROVAL /A I DESIGNED BY: I DRAWN BY: - I CHECKED BY: JCB JGB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3QO APPR ED• GRADING PLAN FOR: SAN DIEGUITO ACADEMY AS-NJ LT DATE: 9 /,�f�s 11,4 AA 4,- � � MATH AND SCIENCE BUILDING wf+ �IfJ' R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE onto " slc""m p►Ii E� 1016115 �,, / /� /� ENCINITAS, CA RICHARD O'NEILL EXP.: 6/30!16 DATE DATE ��� PLANNING CASE NO: 14 -050 CDP w Nn N v0 r a ¢w.oro Qmom mCI� omm ow�Q n > � G �r[m No.0 63285 ` Tt Exp.6/30/2016 DRAWING NO. 12248 -G C -02 SHEET 3 OF 10 o G: \17100 \Civ!KCity plan Set\ 17100pgrdO2_detaiLdgn PLOT DATE: 17 -SEP -2015 JN 17100 A J �R =1D OF SPUR I MIN mm) MIN r � L- � r x= !c ALL STEEL REINF ^4 i r P 4 1 BM ® 100 mm) OC }E 410 DETAIL PLAN B (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE 1 (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE AND COVER PER PER SPPWC 324 Stt" 24" SPPWC 630 OMIT THIS STEP Itt5 x 25 mm) m 610 mm) MANHOLE IN PAVED STREETS RING SEAT w ¢ SHAFT PER 9 '1225 mm) s Nm E s SPPWC 324 16 '(400 mm) FOR 21' r 0 w PAVED STREETS, - 10 mm `� '^ E 3' -0 "(900 mm) 2''2"(650 mm) m E 5 "145 mou a ° STREETS FOR ON T. 3'- 6'IW50 mml L w w 5° PAVED STREETS -' (125 mm) o. x G z 5' 2 "025 mm x 50 mm) PIPE SEAT _ it w g o T -6 "11550 mm)) mm) T ROUND EDGES OF INLETS HS m - °(tt5 mm) ROUND EDGES 1/2" (15 APPLIES L ATA THIS SECTION C -C POINT SECTION A -A STATION LINE 3' -0 "(900 mm) 8"(200 mm) _ STEPS T 16 "(450 mm) �-8 "(200 mm) i °1200 mm) OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION B_B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX MW. MAX I MIN A -A 2' -10 1/2 °(867 mm) 3'- 6 "(m60 mm) C -C NN.2 .1 0 1/2 "(217 Mm) 16 "(41D mml IS -080 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MANHOLE PIPE -TO -PIPE (ONE OR BOTH STANDARD PLAN MAIN LINE ID =33" (825 mm) OR SMALLER) 321 -2 11 c -o2 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2' -10 1/2"(867 mm)FOR PAVED STREETS OR 3' -6 "(1060 mm)FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N': DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6 "(150 mm) WHEN LARGER VALUES OF WOULD REDUCE H IN SECTION C C TO 3'-G"(1060 mm) OR LESS. 2. H (IN SECTION A A AND B BI SHALL NOT BE LESS THAN 4'-0"11.2 m), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H UN SECTION C C) SEE NOTE 1. 3. L SHALL BE 4'- 0"(1.2 m) UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 8 "(200 mm) FOR VALUES OF H UP TO AND INCLUDING 8' -0" (2.4 m)AND 10 "(250 mm)FOR VALUES OF H OVER 8'- 0 "(2.4 m). 5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2 "(40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE, 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8 "(200 mm). 10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14 "(350 mm) TO 15 "(375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24 "(600 mm) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321-2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 2 OF MANHOLE DETAIL NOT TO SCALE 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33 "(825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36 "(900 mm) TO 42 "(1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33 "(825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36 "(900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8 "(200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 6 "(150 mm). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE - SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED; THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE.. 12, MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 16. WHERE A PRESSURE MANHOLE SHAFT 36'(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREINa 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 630 24 "(610 mm)MANHOLE FRAME AND COVER 633 36 "(900 mm)MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD- PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321 -2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 3OF3 2 No. C 63285 ' r * ExP6f3012018 STATE OF( CP \F�PaQ SPEGI A I DISTRIGT APPROVAL /A I DESIGNED BY: I DRAWN BY: - I CHECKED BY: JCB JGB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3QO APPR ED• GRADING PLAN FOR: SAN DIEGUITO ACADEMY AS-NJ LT DATE: 9 /,�f�s 11,4 AA 4,- � � MATH AND SCIENCE BUILDING wf+ �IfJ' R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE onto " slc""m p►Ii E� 1016115 �,, / /� /� ENCINITAS, CA RICHARD O'NEILL EXP.: 6/30!16 DATE DATE ��� PLANNING CASE NO: 14 -050 CDP w Nn N v0 r a ¢w.oro Qmom mCI� omm ow�Q n > � G �r[m No.0 63285 ` Tt Exp.6/30/2016 DRAWING NO. 12248 -G C -02 SHEET 3 OF 10 o G: \17100 \Civ!KCity plan Set\ 17100pgrdO2_detaiLdgn PLOT DATE: 17 -SEP -2015 JN 17100 !c ALL STEEL REINF ^4 i r P 4 1 BM ® 100 mm) OC }E 410 DETAIL PLAN B (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE 1 (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE AND COVER PER PER SPPWC 324 Stt" 24" SPPWC 630 OMIT THIS STEP Itt5 x 25 mm) m 610 mm) MANHOLE IN PAVED STREETS RING SEAT w ¢ SHAFT PER 9 '1225 mm) s Nm E s SPPWC 324 16 '(400 mm) FOR 21' r 0 w PAVED STREETS, - 10 mm `� '^ E 3' -0 "(900 mm) 2''2"(650 mm) m E 5 "145 mou a ° STREETS FOR ON T. 3'- 6'IW50 mml L w w 5° PAVED STREETS -' (125 mm) o. x G z 5' 2 "025 mm x 50 mm) PIPE SEAT _ it w g o T -6 "11550 mm)) mm) T ROUND EDGES OF INLETS HS m - °(tt5 mm) ROUND EDGES 1/2" (15 APPLIES L ATA THIS SECTION C -C POINT SECTION A -A STATION LINE 3' -0 "(900 mm) 8"(200 mm) _ STEPS T 16 "(450 mm) �-8 "(200 mm) i °1200 mm) OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION B_B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX MW. MAX I MIN A -A 2' -10 1/2 °(867 mm) 3'- 6 "(m60 mm) C -C NN.2 .1 0 1/2 "(217 Mm) 16 "(41D mml IS -080 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MANHOLE PIPE -TO -PIPE (ONE OR BOTH STANDARD PLAN MAIN LINE ID =33" (825 mm) OR SMALLER) 321 -2 11 c -o2 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2' -10 1/2"(867 mm)FOR PAVED STREETS OR 3' -6 "(1060 mm)FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N': DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6 "(150 mm) WHEN LARGER VALUES OF WOULD REDUCE H IN SECTION C C TO 3'-G"(1060 mm) OR LESS. 2. H (IN SECTION A A AND B BI SHALL NOT BE LESS THAN 4'-0"11.2 m), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H UN SECTION C C) SEE NOTE 1. 3. L SHALL BE 4'- 0"(1.2 m) UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 8 "(200 mm) FOR VALUES OF H UP TO AND INCLUDING 8' -0" (2.4 m)AND 10 "(250 mm)FOR VALUES OF H OVER 8'- 0 "(2.4 m). 5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2 "(40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE, 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8 "(200 mm). 10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14 "(350 mm) TO 15 "(375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24 "(600 mm) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321-2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 2 OF MANHOLE DETAIL NOT TO SCALE 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33 "(825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36 "(900 mm) TO 42 "(1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33 "(825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36 "(900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8 "(200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 6 "(150 mm). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE - SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED; THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE.. 12, MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 16. WHERE A PRESSURE MANHOLE SHAFT 36'(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREINa 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 630 24 "(610 mm)MANHOLE FRAME AND COVER 633 36 "(900 mm)MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD- PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321 -2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 3OF3 2 No. C 63285 ' r * ExP6f3012018 STATE OF( CP \F�PaQ SPEGI A I DISTRIGT APPROVAL /A I DESIGNED BY: I DRAWN BY: - I CHECKED BY: JCB JGB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3QO APPR ED• GRADING PLAN FOR: SAN DIEGUITO ACADEMY AS-NJ LT DATE: 9 /,�f�s 11,4 AA 4,- � � MATH AND SCIENCE BUILDING wf+ �IfJ' R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE onto " slc""m p►Ii E� 1016115 �,, / /� /� ENCINITAS, CA RICHARD O'NEILL EXP.: 6/30!16 DATE DATE ��� PLANNING CASE NO: 14 -050 CDP w Nn N v0 r a ¢w.oro Qmom mCI� omm ow�Q n > � G �r[m No.0 63285 ` Tt Exp.6/30/2016 DRAWING NO. 12248 -G C -02 SHEET 3 OF 10 o G: \17100 \Civ!KCity plan Set\ 17100pgrdO2_detaiLdgn PLOT DATE: 17 -SEP -2015 JN 17100 �-8 "(200 mm) i °1200 mm) OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION B_B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX MW. MAX I MIN A -A 2' -10 1/2 °(867 mm) 3'- 6 "(m60 mm) C -C NN.2 .1 0 1/2 "(217 Mm) 16 "(41D mml IS -080 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MANHOLE PIPE -TO -PIPE (ONE OR BOTH STANDARD PLAN MAIN LINE ID =33" (825 mm) OR SMALLER) 321 -2 11 c -o2 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2' -10 1/2"(867 mm)FOR PAVED STREETS OR 3' -6 "(1060 mm)FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N': DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6 "(150 mm) WHEN LARGER VALUES OF WOULD REDUCE H IN SECTION C C TO 3'-G"(1060 mm) OR LESS. 2. H (IN SECTION A A AND B BI SHALL NOT BE LESS THAN 4'-0"11.2 m), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H UN SECTION C C) SEE NOTE 1. 3. L SHALL BE 4'- 0"(1.2 m) UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 8 "(200 mm) FOR VALUES OF H UP TO AND INCLUDING 8' -0" (2.4 m)AND 10 "(250 mm)FOR VALUES OF H OVER 8'- 0 "(2.4 m). 5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2 "(40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE, 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8 "(200 mm). 10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14 "(350 mm) TO 15 "(375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24 "(600 mm) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321-2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 2 OF MANHOLE DETAIL NOT TO SCALE 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33 "(825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36 "(900 mm) TO 42 "(1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33 "(825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36 "(900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8 "(200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 6 "(150 mm). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE - SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED; THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE.. 12, MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 16. WHERE A PRESSURE MANHOLE SHAFT 36'(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREINa 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 630 24 "(610 mm)MANHOLE FRAME AND COVER 633 36 "(900 mm)MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD- PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321 -2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 3OF3 2 No. C 63285 ' r * ExP6f3012018 STATE OF( CP \F�PaQ SPEGI A I DISTRIGT APPROVAL /A I DESIGNED BY: I DRAWN BY: - I CHECKED BY: JCB JGB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3QO APPR ED• GRADING PLAN FOR: SAN DIEGUITO ACADEMY AS-NJ LT DATE: 9 /,�f�s 11,4 AA 4,- � � MATH AND SCIENCE BUILDING wf+ �IfJ' R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE onto " slc""m p►Ii E� 1016115 �,, / /� /� ENCINITAS, CA RICHARD O'NEILL EXP.: 6/30!16 DATE DATE ��� PLANNING CASE NO: 14 -050 CDP w Nn N v0 r a ¢w.oro Qmom mCI� omm ow�Q n > � G �r[m No.0 63285 ` Tt Exp.6/30/2016 DRAWING NO. 12248 -G C -02 SHEET 3 OF 10 o G: \17100 \Civ!KCity plan Set\ 17100pgrdO2_detaiLdgn PLOT DATE: 17 -SEP -2015 JN 17100 MANHOLE DETAIL NOT TO SCALE 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33 "(825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36 "(900 mm) TO 42 "(1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33 "(825 mm) OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36 "(900 mm) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8 "(200 mm) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 6 "(150 mm). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE - SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED; THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE.. 12, MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 16. WHERE A PRESSURE MANHOLE SHAFT 36'(900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREINa 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 "(900 mm) WITHOUT REDUCER 630 24 "(610 mm)MANHOLE FRAME AND COVER 633 36 "(900 mm)MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD- PLAN MANHOLE PIPE -TO -PIPE (ONE OR BOTH 321 -2 MAIN LINE ID =33 "(825 mm) OR SMALLER) SHEET 3OF3 2 No. C 63285 ' r * ExP6f3012018 STATE OF( CP \F�PaQ SPEGI A I DISTRIGT APPROVAL /A I DESIGNED BY: I DRAWN BY: - I CHECKED BY: JCB JGB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3QO APPR ED• GRADING PLAN FOR: SAN DIEGUITO ACADEMY AS-NJ LT DATE: 9 /,�f�s 11,4 AA 4,- � � MATH AND SCIENCE BUILDING wf+ �IfJ' R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE onto " slc""m p►Ii E� 1016115 �,, / /� /� ENCINITAS, CA RICHARD O'NEILL EXP.: 6/30!16 DATE DATE ��� PLANNING CASE NO: 14 -050 CDP w Nn N v0 r a ¢w.oro Qmom mCI� omm ow�Q n > � G �r[m No.0 63285 ` Tt Exp.6/30/2016 DRAWING NO. 12248 -G C -02 SHEET 3 OF 10 o G: \17100 \Civ!KCity plan Set\ 17100pgrdO2_detaiLdgn PLOT DATE: 17 -SEP -2015 JN 17100 2 No. C 63285 ' r * ExP6f3012018 STATE OF( CP \F�PaQ SPEGI A I DISTRIGT APPROVAL /A I DESIGNED BY: I DRAWN BY: - I CHECKED BY: JCB JGB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: 3QO APPR ED• GRADING PLAN FOR: SAN DIEGUITO ACADEMY AS-NJ LT DATE: 9 /,�f�s 11,4 AA 4,- � � MATH AND SCIENCE BUILDING wf+ �IfJ' R.C.E. NO.: 63285 MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE onto " slc""m p►Ii E� 1016115 �,, / /� /� ENCINITAS, CA RICHARD O'NEILL EXP.: 6/30!16 DATE DATE ��� PLANNING CASE NO: 14 -050 CDP w Nn N v0 r a ¢w.oro Qmom mCI� omm ow�Q n > � G �r[m No.0 63285 ` Tt Exp.6/30/2016 DRAWING NO. 12248 -G C -02 SHEET 3 OF 10 o G: \17100 \Civ!KCity plan Set\ 17100pgrdO2_detaiLdgn PLOT DATE: 17 -SEP -2015 JN 17100 w Nn N v0 r a ¢w.oro Qmom mCI� omm ow�Q n > � G �r[m No.0 63285 ` Tt Exp.6/30/2016 DRAWING NO. 12248 -G C -02 SHEET 3 OF 10 o G: \17100 \Civ!KCity plan Set\ 17100pgrdO2_detaiLdgn PLOT DATE: 17 -SEP -2015 JN 17100 PROPOSED EXIST. BUILDING PROPOSED RETAINING WALL PROPOSED BUILDiNG PROPOSED EXISTING STREET (HEIGHT PER PLAN) VARIES BUILDING BUILDING 1G' TO 28' EXISTING CURB AND GUTTER PROPOSED RETAINING WALL EXIST. 11 PROPOSED GUTTER VARIES (HEIGHT PER PLAN) BUILDING 5' /, MAX PROPOSED RETAINING WALL _ PROPOSED BIORETENTION AREA (DEPTH =17 1 MpX A;1 - - (HEIGHT PER PLAN) A-M - flI 1 =1 fI�I II II L-11 11 -1 'AlI FINISHED FLOOR 1 =1 LI 1 C11 27' 8 EXIST, 12' WALKWAY _ LI I 1 =1 111:11 1 1=1 I - - - - PROPOSED 4 "PCC 4:1 4:1 �� 1� 1 III -I I1-I L- 16.25' II II I�I�I I II ICI II I IWALKWAY F " 11 (VA IESEO' TO 16)WALKWAY Q4 12.8 10 2 6 1.5 WALLKWAYD 4 PCC - - EXIST. WALKWAY 4 t0 L i I PROPOSED 8 FINISHED FLOOR FINISHED II II I1 =1r 3 f2:2�Y.y 1 "0!. MIN. 4:1 BIORETENTION ( �) pR7 FLOOR MAX AREA (DEPTH =1') -�E�f1T CT- 1T� III- - I - =111 11= 11�i11� 11�II =111= III =111= Ill =1 I �W =1 I ;. H 111-11 IIII =111= -11=1 III I H I �I l I=1 I I- III -III- - -- H f� 1 I -I I X111 III-1 I =11� =LU- 11 -1 I1 -1I �I I 11 =1I1� 11 =Lfi, 1- I I�il 1 I I- III -i I I� 11 =1T= - 1 nl I) I -ll� 1 n 1 111 I -n I I I III -I I ICI 1 LLI! =1 I I 8'ACCESSIBLE RAMP WITH HANDRAILS - - I I III I I I =11 I� I I III I I H I I� I I -III I I I� I I I I I I I I �I 11 =111 I I I I ITI I I� 11-1 11-1 11 -1 I f-1] L1 =1 I iii I I� I �I I I I I I =I I r (,� PROPOSED ACCESSIBLE RAMP =III�L LLI ll W Ill ll Lll 111 III�II IIII =11 v 1 WITH HANDRAILS - III 111 -III =11 L� I� LI I -II I I I =1 I I� I 1 =1 I I� I I� I I I I ICI I I I EI1= :EXIST. UTILITY VAULT C 03 C 03 C 03 C 03 PROPOSED EXISTING RAMP Edge a rooting BUILDING WITH HANDRAILS Ed Fee5 Thornton Tomasett� Strum (2'1 ^° Project Name: San Diegufto Academy Math & Science Date. 09116/2015 � - � Layeut Circa 11 PROPOSED GUTTER - PROPOSED �. I I I 11� - ! Om l T PLAN Edge °( F °adaa -- -.. 0w D " -` Sketch Description: 8'-0" Max Retaining Wail By- TT RETAINING )1 11 II 111111 i GIre 1 -1/2:1 sloping backfill or SSK -1 WALL (HEIGHT K -ll - L III 11 {_ p 9 PER PLAN) � P 11 n4 Ii 111 f�fii 111 ' �'��- 1 -tf2:1 sloping bookfii! or 12Kp9 (250 psf) live load Ref: Z� III I� III III I� = surcharge (250 psf) live boa surcharge P 11 I 1 _ �� of Food "9 surchorge B" CMU W/ #7 @16 L - 12Kpo ( sloping bive to d 1 -1/2:1 sloping bive Fr or / .- A = � � III - III -III PLAN PLAN Mortar Cap �Mortar Ca 12Kpa 250 OC VERT, #5@16" 6 P i 2Kpa (250 psfJ live load surcharge. psf) five Nand OC HORIZ ©PROPOSED 1' -11I I� -1 L -11I� I� -1 t t 2 1 m 1 1/2 ; 1 eb���ry boaM4l _ _ surcharge. r9 N 1.62m° N GUTTER I �I 1 =1 IC I� LI HI1 -1{ 1 « {2.a Kpa or tz.a Kpa I8D a "' a.um x 1.Wm N 7.tz.) is `� '' a� 10 .: LI 1I -I I1� I1� -11 LI I�1I live bade n,e IW 160 surcharge {$' -O`) (S -4' (3' -6' y 5�2 tFotcl (�4) 51mm (2° s � � Mortar cap H -Fe2m` Nm L1m Mortar Cop ®PROPOSED 4 "PCC QI1 =11� �ILII1 -1 tie 1.53 m (5 47 R. 1.12 m (3' -8'} Mortar cap a WALKWAY X11= 111 11 I1= - - -- cap Mona cup x � Em a� r(�A Burs #13 (d4) total z - (IIII- h)Tod2 _ x �`I' E� 6 g New ear Ero �r FINISHED -LO.. .: _ Ci - m m re Et-- limn (2' a°'Ei r``7 E s 13 (M iota! 2 �.! v 61mm (z� Win. . �. alarm (27 strum (2") rn Ell II 11-11 � >* M .'"- _ ti E `• »L ;" •+ K"s' i" E E@ a- A�eora - '41tMai�� °t^ 12` CMU Wl #7 @16" _ H I CI -I 1 II IJ 11 =I 1�1 =1�- 9 W (I bam 1mm(z°) E E m A tam ( tan y13 t /s) C4 Ba - r £ E ° ° 2 E ^ fA s OC EF VERT, N s-` wE s°s tir m 1Jp°f5 m 'u2 v E 51mm(27 E E E ; n bore "©B bars m w ®(mm I °+ 294 n #5 @16" OC HORIZ ('J 6 E 1 (z } m E . Key #16{#5 _ E = '& 51 mm (2") W) 13 (t4) Tdd 2 S 57am(2 y E £ X93 (I =, (16� (5z @D bars csamm t1' -6•D E, _ 4aemm(isg x K. n Kay d ® F'-51. (2°) - w m m .o t'• 1-- I- _ .. O I�TI I� 1 =1 I 11= 111 =1 I� " x 113 (td) , E N bear 254mm (101 l T ( 13 p m305mm it e I - C CI CI eg Ea (8� from Tame 1 N E- ( #4) (12.) _ assman C 1111 =I) 1 F K ( z Q 0 bum 76mm I ey 3 E N - 2 #16 0570 67 #t 3 {14) E i r W as7m 1aWl 3 0`-8` T n c ears u TYPICAL SECTION 4D6mm (16' z x� ho n 457mm air. (3' I n -"s-. Q I - i fi x �I 6 m t3'dr. _ w {t Sry r t es (g4) etas s ) xismm (rx� 1,12m (3' -$ ") max g (tz )m say z79 ot 0 I0305mm(120 W €n y- I {0 763mm (12� (�E Rws n E` t3 tY4) 78mm ck.. yy _N - K .L. 3nxnM Itey _ I13 (I4) �-) = ELEVATION R E n tarot! s I (12 -) (1 t _ W ro I W/2 �� m �) 305rrm x E ybiy w w 13 4 O 30m-m 12 E 'n E 78rn3 ah, �a5mm STD #5 12" OC LON KPy m� -'_ E'+ Em 13 (14) (i2•xi a w E,, ( ) ( TYPICAL SECTION Horizontal rein(. net shown (s' ' Pys If 03115m412) TYPICAL SECTION g n... 9.6m {5' 4" max) ^ E E« E� (127 TYPICAL SECTION HOOK BARS T &S V 1.12 m (3' -B ") max TYPICAL SECTION -I i.t2m (3' -6'7 max (C- 3 l aa5m(137 Horizontal ELEVATION shown TYPICAL SECTION m R N: z o /� aveP 1.63m N w Fl Na11nN over 9.12m (3' -8' w =i cvsmnu 5 n -- I I nonzomal report, not shown II TYPICAL SECTION Patented SPEE -DO CHANNEL DRAINS H (max) 1.63m (5'-4") 1.12m S -8" PROFILE CHANNEL DRAINS over 1 -12m (31-8 ") • Ideal for commercial as well as residential applications. W (min.) • Effective in everything . form patios to light vehicular traffic areas. 1.14m (3' -9 ') Pkg. Wt lil Product Bare )'190406mm 06016' Pan Not De..III Cob. sly. (fibs.) Class Specifications 0 Bars 240 2 ft. Channel Grate White 24ft 1.42 25PF NDS 9240, #241, 8242, Zd" r 241 Gray 24ft 1.42 25PF #243, #244, 9251, 2 ft. 91 Kpa 1900 psi 242 Green 24ft 1.42 25PF Structural Foam Potyolern DIMENSIONS AND - REINFORCING STEEL H (max) 1.63m (5'-4") 1.12m S -8" T (min.) 254mm (0' -10 ") 254mm (0' -10' W (min.) 1.52m (5'- 0' 1.14m (3' -9 ') Burs - - -(1) 113045Bmm, 040165 - Bare )'190406mm 06016' J130406mni 04416' max. sail press. 33.5 spot (700psf) 26.3 Kpo (550psf) DIMENSIONS AND REINFORCING STEEL H (max) 1.12 no (3' -8' 1.63 m (5 " -4' 2.44. (11 T (min) 203 mm (0' -8 ") 254 mm (0' -10' 305mm (V -0 ") W (min) 762 mm 2' -4") 965mm (3' -2' 1.45m (4' -9' (6) Bum 1130813mm (#4032 ") #130813mm (#4032 ") 13mm0813mnt ((4032' 9 Bars --- #130813mm ( #4032' 13MM0813MM (11401 Surcharge Q Bars live load 06018' (D Bars 0 Bars #130813mm 04032' #130406mm (/4016' 406mm (#6016 ") 0 Bars #13 (,I4) total 4 #13 (if total 5 13mm (#4) total 6 mox sail press. (psi Tit We (1100psi) 1110 Il (16000) 1 15.2 UP. (2201 DIMENSIONS AND REINFORCING STEEL H (max) 763m (5' -4 ") 1,12m (3' -8' T (min) 254mm (O' -10 ") 203mm (01 W (min} 1.22m (4' -0' .._._ - . -914mm S -0 (6) . Bars I13(#4)0408mm(i 6') (j13 ( #4)0406mm (18' � Elora #19(ft}0406mirl -- -. -, - Surcharge sloping live load sloping live hod (D Bars 0906)0203mm($' I19(#6)04Q0nnn 6") #19( /6)0406mm(i6`} $19(;)f6)04O3mm(16' K (min) 305mm (7' -0 °} 203mm {O' -_ e' 305mm (1' -0 "} a 203mm (0' -8' Toe Press. 129 -3 Kpa (2700 psf) 91 Kpa 1900 psi 81.4 Kpo (1700 Ralf) 68., Kpa (1430 psi} I Horizontal reinf. not shown anat 1.12m L SECTION DIMENSIONS AND REINFORCING STEEL H (max} 763m (5' -4 ") 1,12m (3' -8' T (min) 254mm (0' -10 ") 203mm (01 W (min) 1.17m (3' -10' 838mm (2' -9' Q Bars I83(fil4)0406mm(16' (ED Bars #19(fli6)0406min i6' I13(A4)0446mm(16' Max. Toe Press. .$ N. 95 fre (2,000 psf} 67.0 Kpo (1,400 psf) 1' -6" BOTT BARS BENT UP #4 @12 '° a -- "' 251 T Bock Red 241 1.42 25PF surface area 19.30 square NOTES: Nt7RS1 tivlrtJ I #N�t. TRANSVERSE BARS T &B Opening (Seep,. 0) ADA GOepllani inches per foot 2528 GPM 1. See Standard Drawings C -7 and C -8 for additional notes and details. 1. See Standard Drawings C -7 and C-8 for additional notes and details. �q�P,L p, F. f( 4�" Requires 4 screws per, grate per foot 2. Fill all block cells with grout. NOTES:1.Sae Standard Drawings C -7 and C -8 for additional notes and details, i. Sae Standard Drawings C -7 and C -8 for additional notes and details. 9 ( 6 2 np all black cells wish grout. 2. Fill all block cells with groat. 2- Fill ail black cells with grant. R ;" 41x1 4 ft. Channel Drain Gray 24ft 4.83 25PF NDS #4Q0, 4 fl. PVC Revision B aYtd Date - RIMEtwW By Irk s/4� ease A air ar•400 -to 10 #. Channel Drain Gray wit 11.00 25PF Spee -D'o Channel Drain SIN DIEGO REGIONAL STANDARD DRAWING Ilmaaw- oets f r wi mewmax Remumf proved Dalte era°w"E"aEe ey THE s'," DI[ao Relisidt A avid Oats SAN DIEGO REGIONAL STANDARD DRAWING RECODUrnom sr rls sAw olFm ..., ,.' o v - R5aa4AL srwoARas 6gakiTlrE Revision B Quad Datecaurxam sr n1c sin aleao No, oats A with Inverse Frying buttress ORIGINAL Karthswal_ 2 75 SAN. DIEGO REGIONAL STANDARD DRAWING Rralanu. srwornos w.wmee ,mom an g " SAN DIEGO REGIONAL. STANDARD DRAWING sEamuAL "0411 ms couwrr¢ EIm.1231 -15 I Grate should be recessed t/ e° below finish grade in non traffic applications .Grzle di"I hopom flange, - ORIGINAL KemhiV 2 -. __ -- - -. -_ - ,:mbilL Parkinson F /Is } ,F aan a vc sin a o3fim3 MASONRY RET k wmoaa8 T. spa a3toa 3lal War Mark 7. 3tii o3 as i rue should be recessed 1/4" in Irene applications. patented honeycomblalalO3 Odd uemc F. Stwaaa 03Ja3 - g {pO}tpg "me 3 I relnfomed walls and UV ARMING WAIL TYPE 2 - MASONRY RETAINING WALL TYPE 3 kpaaa� e.o,E ig24g ga,a �a4ta4 MASONRY RETAINING WALL TYPE A o „„ a,a5 ,ear a "l - slot /�a`i3' fl4 rAp CT pRP \Q a.. a R.a %. ,aa s oat. MASONRY RETAINING WALL TYPE 6 P, nr,e- w2.a ear. Ski - inhibitor. DRAWING RIVE LOAD SURCHARGE OR SLOPING BACKFILLI DRAWING -_- - -. _ iF OF CA\ \FOQ (LIVE LOAD SURCHARGE OR SLOPING BACKFRlI DRAWING C -2 ILEVEL BACKFILL► NUMBER C -$ NUMBER II (LIVE LOAD SURCHARGE OR SLOPING BACKFR.Li DRAWING C-6 NUMI SPEE -D® ACCESSORIES Pkl, 1 I Es. Product © Q Q Part N. Sescdption Color qy. pbs.j Class Q - 229 Stainless Steel Screws PH #6 x 1 ", Steel 48 0.06 25PF 230 6 "Channel newsh. Stake Gray 24 0.04 25PF 234 2'bng fabricated V &4 "Spigot BottomOrtlet Gray 12 267 25PF 13 RETAINING WALLS _y -,.� " wlttl Slreiner His 3" or 4" Sewer end Drain Finings. - ar za° Gratesnotincluded. G-Q3 NOT TO SCALE 245 Channel Strainer Coupling Grey 20 0.35 25PF o 246 2° Schedule 40 SPT End Chief GeV 10 0.40 25PF i r 247 Channel End Cap Gray 10 a40 25PF ACKER STONE "AOUA- VIA "SERIES ACKER STONE "AQUA - VIA " SERIES o PAVERS (OR APPROVED EQUIVALENT) PAVERS (OR APPROVED EQUIVALENT) 21 o z45 cnannelCOUpiing Gray zo 0.40 25PF (COLOR AND PATTERN TO (COLOR AND PATTERN TO Y BE DETERMINED BY OWNER) BE DETERMINED BY OWNER) l� 1 /4'GALVINIZED 0 1 3 249 3` & 4" Offset End Outlet Gray 10 0.50 25PF (connects ro 3' S &D Pipe, 4" 5 &D Finings) STEEL PLATE *3.25" vz "STAINLESS STEEL BOLT EXISTING PROPOSED RETAINING WALL i 2301 Fabricated 45•Elbew With grate Gray 1 2.00 25PF PROPOSED % "JOINTS %fl JOINTS �Fa GYM BUILDING (HEIGHT PER PLAN) ,n" 0 EDGE CURB 15 *2'�BEODING 0 EDGEPCURB 15 AT INVERT of Box D.zs' tso �au� FINISHED GROUND III III III 1 IIII // WITH I SHIELD (TYP.) o O HAND TIGHT OR cu W 2361 7" Fabricated Cress and Grate 4'Soxom outlet with grate Gray 1 1.70 25PF : .1,:.; "- -'- _ - -" - - 1.2 "ORIFICE DRILLED T �i° a . II III III III III III IIII ° o No. 57 a III 1 I1 -III =1 *a BASE 1 1 III III 11 =1 u a, / W N - N L Z r W Q o" 2961 Fabricated Cress and Grata Gary i S00 26PF , - - " PROPOSED RETAINING WALL > o Or N III -III III III III �--� 8 (HEIGHT PER PLAN) o m o III II III III III ��oo inllrltllln. �` 57 III III III III III III a�w� eS a- c�oz GALVANIZED STEEL PLATE m N » � 71 - 2370 Fabricated Tee wflh Geta While t 3.00 25PF Q3 PERMEABLE III III III III J1� III III III - o 6 23T Gray 1 3.00 25PF PAVER '^ III III III : • - III -III III IY m W WALKWAY 2372 Gwen 1 369 25PF 2 I111III III II II III III =1 z 7f: �ifiZICMIX FL.A I"C 314ALL -- 136 i vsrALLI ro rr IE FINISHED 11 III III III =III -III � . .. 381 Fahrataasoebow angae Gov 3w 25PF *11 "SUBBASE /h<sIQ� OF tµC CA -rC-H 13AS/N AT Tmc- SURDRA/ti FLOOR -III III -III ICI= AASHTO GRAVEL -III- _ = IIIIIIIIIII III =III -III ��1[[111[!1 VIBRATED IN PLACE Cotiw£c�naA/• 2 =III III III =III III -III III -111 III= II -III III =III I11-11 I -III III= Z 71 -- L� » -III III -III I_I III -1 III -III III -III III -III III -1 _I. 32- Note All dlmensons are nominal. NI wetghis are for shipping purposes only. A.nd"btitty rs sablect b thanes IIV �S III III -IIII -IIII -IIII - _ III -IIII -IIII III I _ _ To Place an order visih ncisrummarp fax: 1- 800 - 726.1998 or call 1 -800- 726 -7994. ® "` ° "' " °`° " •' °'-" /4 GALVINIZED STEEL PLATE n ° =11 11 1 =1 1 =1 1 =1 11 11 1 1 11 111 11 1= G; " Q ®GAR( �Fv ; s * w IIII11�1111��IIII,�I illll�,llll� I -IIII, - IIIII -IIII- IIII IIII -IIII -IIII _ WHTESILDE(TITXP HEYP.l ` CHANNEL DRAIN DETAIL - o oQP�GAR I I I� 111I I I� III I� III II li II II II II IOn .DRILLED OR CUT I II II 1� 1 II II 11 e �� m' C -03 NOT TO SCALE *NOTE: PAVERS AND BASE MATERIALS SHALL AT INVERT OF BOX 0.25'1 ISO' 0.25' �� QQ III -I 7 I I 1 III I =III No. C 63285 BE INSTALLED PER MANUFACTURER `-' v �, - III- 111 -111= '' ;t Exp.6/30/2016 gt CAUTION NATIVE SOIL WITH RECOMMENDATIONS AND GUIDELINES NATIVE SOIL WITH tt cc N0 6 632058 * 1 1 III =III= �rq CIVIC \a uJ NO COMPACTION NO COMPACTION EXACT LOCATION OF EXISTING * Exp I TFGF ca11�oP civ1� UNDERGROUND FACILITIES IS 14 PERMEABLE PAVER DETAIL 0 % GALVANIZED STEEL PLATE OF CAS UNKNOWN. CONTRACTOR TO NOT To SCALE -Q3 - - - 3 C-02 NOT TO SCALE C-03 VERIFY IN FIELD. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPEGI L DISTRIGT APPROVAL DESI J BD BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS -9411 14914A 1, rL.K q11-111% CITY OF ENCINITAS BENCHMARK °ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:..1QU APPR V GRADING PLAN FOR: SAN DIEGUITO ACADEMY 12248 -G u BEING A STANDARD M -10 STREET MONUMENT HORIZONTAL: NONE AS- BUt1.T DATE: ��n /�s , ^ MATH AND SCIENCE BUILDING ° STAMPED "LS- 3997" AT THE CENTER OF THE ,V t v CUL -DE -SAC AT THE NORTH END OF OAK MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE CREST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE iltybl, ,y�I�; /� R.C.E. NO.: 63285 C=03 r` OF SURVEY 18416 EILGLN6Bt 8Law11NIE DATE��" `�� 10(!o / I S %�f ENCINITAS, CA a DATUM: NAVD88 ELEVATION: 388.479 RICHARD O'NEILL EXP.: 6/30/16 DATE DATE �� PLANNING CASE NO: 14-050 CDP SHEET 4 OF 10 G: \17100 \CIv1KCity plan Set \17100pgrdO3_sect.dgn PLOT DATE: 17 -SEP -2015 JN 17100 244 7 i EXISTING GYM BUILDING •ice ?43 9 AREA DRAIN BOX-- - -- --- - - - - -- ❑ �i MANHOLE -. ---- --- UTILITY CONC n1l Cuse - -- fa WATER METER-- i w '1 244.2 x C -- E -v EXISTING CHAIN LINK FENCE---- - - - - G s i EXISTING GYM BUILDING BUILDING AREA DRAIN BOX-- - -- --- - - - - -- ❑ LIMIT OF MANHOLE -. ---- --- UTILITY EXISTING n1l Cuse - -- fa WATER METER-- i w '1 EXISTING C CONC WALK ®. 01[ - LIMIT REMOVAL 260.4 A.C. PAVEMENT262s 264.5 D INLET A LIMIT, OF REM:OV L - -- ;_ Fs D i 1 : 2 W 73 3 A p CURB' AN la GUTTER REMOVE EXIST CB CAP EXIST SD ALTERNATIVE: REMOVE STORM DRAIN TO JOINT AND CAP AT JOINT IF ACCESSIBLE EXISTING STORM DRi TO BE /1 IN PLACE PROTECTED E.. E , cvv ILITY, "C UTILITY C °I V ALL�A CflNCRETf WALK -- ' -. SD _ - A UTILITY 25 5 ON K A ° UT LF A A o BUILDING T — _ EXISTING BUILDING 100 D 2476 :.: © B.; q A UTILITY % -�`o L�? p D WATER SERVICE CONCRETE WALK A v 244.4 / UTILITY B CQNCRj 4 o '- CONC BUILDING ILITY Fs Fs A >.. - LIMiT OF STORM DRAIN INLET Ask/ z49 o J N ° 'CONCRETE WALK UT EMOVAL �� 25z5 ° PER DETAIL ON THIS SHEE -T A 1 EXISTING 90 x A UTILITY f 2 B 1JT _TiESt _ BUILDING S ❑ // .;Cf1Nf RFTiF WA1 K - 24 / `. A G G A I ITT/ TTTFS .= — � � "` �\ "( TREE i�A TY(A ;�� — y UTry2l D UTILI A STORM RA It k' T Tz CONC WALK 244 WAL . o STOR ;DRAIN 248.4 A LA �/'• ; x UTILITY -LJ UTILITY INLE ;PER DETAIL!A GONCRET -WALK �. ON T IS SHEET UTILITIES __ EXISTING TILIT R _ B STORM DRAIN A s GRASS r,,• x\ - ... --- o z•. 244 4p Q WALL D 2j BUILDING 80 o U STORM.,. -INLET C UTILITY.,, B UTIUITY �... - BUILDING CF3NCR f W D A WALL UTILITY p A A � D STORM DRAIN INLET A 243 8 i' TE A K ILITY: D - - -- UTILITY ? D UTILITY '~ C UTY - s (' 2 x A — s¢ so UTILITY UTILITY AREA @B W G ❑ 2436 ;i CONCRETE WALK C . CONCRETE WALK fir- r .w - w U ILITY B : E :n s s A coNC s D s- 245> �" ET -W 0o W: _ _€ . , - NCRETE . A LA EE A - -- _ CON R ; D STORM DRAIN N RETE WALK SO INLET D CONCRETE WAL q SD INL c LIMIT OF REMOVAL C NCR ETf WALK LK U ILITY D - - -- - - -_= FROM THIS POINT - - -_ CON RETE WA � fib r1� p6 �fl UTILITY B E 2432 6Q o 2446 �•2 4c1, �s`L 42 U(GAS)FROM FF 0 4F �F� FF ��F ��f. F�� THIS POINT F� N o LIMI OF REMOVAL LIMIT OF REMOVAL EXISTING BUILDING 70 EXISTING LIBRARY 58 EXISTING BUILDING L o SEWER CLEAN OUT D D LIJn(IT OF RE OVAL 3 0. D j BUILDING LIMIT OF REMOVAL I II EXISTING STUDENT SERVICES BUILDI G r -_. -- BUILDING BUILDING CONCRETE WALK -' CONC ,' POFESf' pFE Slpyq �Qtig�O CAR( ® n O R4 0 �Fy z e CAUTION-. ~`` P� " v ? m � No. C 63285 m 6/30/2016 A� EXISTING TO BE REMOVED EXISTING TO BE RELOCATED EXISTING TO BE ADJUSTED TO GRADE O EXISTING TO BE PROTECTED IN PLACE LEGEND LIMITS OF REMOVAL-------- - - - -- EXISTING AREA DRAIN BOX-- - -- --- - - - - -- ❑ EXISTING MANHOLE -. ---- --- - o EXISTING LIGHT -- -- ---- - - - - -- EXISTING WATER METER-- wm EXISTING ELECTRICAL VAULT-- - - - - -- -- E -v EXISTING CHAIN LINK FENCE---- - - - - -- EXISTING BOX - -- - - - -- - - - -- a EXISTING GAS VALVE -- ------------ - - - - -- oGV EXISTING IRRIGATION CONTROL VALVE--- - - - - -- -ICV EXISTING WALL --- --- ------ -- EXISTING TREE -- - -- - -- - - -- y EXISTING PALM TREE - - - - - -- — - - CONTOUR (EXISTING)-- - - - - -- - --216 --- --- --- EXACT LOCATION OF EXISTING cc °` N0.C63285 * EXp' SCALE: 1'= 20' UNDERGROUND FACILITIES IS * ixp.6/30I2018\P* S�gPFOFICA \Fp���"r UNKNOWN. CONTRACTOR TO srq� Flip \Epp`' 20 0 20 40 VERIFY IN FIELD. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPEGI A I DISTRICT A PPRG A l DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N0. 143-13v14.7- CL M CITY OF ENCINITAS BENCHMARK "ENC -30° PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:.�QO APP j/ DEMOLITION PLAN FOR: SAN DIEGUITC ACADEMY 12248-G BEING A STANDARD M -10 STREET MONUMENT A$ -GUILT DATE: STAMPED "LS - 3997 "AT THE CENTER OF THE HORIZONTAL 1 " =20' �l7�jg /V AA J— MATH AND SCIENCE BUILDING CUL -DE -SAC AT THE NORTH END OF OAK /J MASIH MAHEft GLENN PRUIM 800 SANTA FE DRIVE CREST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE /.Ir''1" A R.C.E. NO.: 63285 C=04 EtlalgeoR slcw•ruac o�,iE "� I o 16 / I S ENCINITAS, CA OF SURVEY 18416 RICHARD O'NEILL EXP.: 6130/46 //� ° DATUM: NAVD88 ELEVATION: 388.479 DATE DATE PLANNING CASE NO: 14 -050 CDP SHEET 5 OF 1 0 p G: \17100 \Civil\City plan Set \17100pgrd04- demo.dgn PLOT GATE: 17 SEP -2015 JN 17100 0 w +" n 0 wo w a 0 Q„�om HRow lel_lijateloE EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. CHANGE NO. I DESCRIPTION CONSTRUCTION NOTES MATCHLINE SEE SHEET N0. C -06 CONSTRUCT PERMEABLE PAVERS WITH DECORATIVE PCC BANDING 11 CONSTRUCT BACK Of RETAINING WALL GUTTER PER DETAIL 6 F 't C -02 INSTALL 12" PVC STORM DRAIN INSTALL b "ATRIUM GRATE 40 CONSTRUCT RETAINING WALL PER DETAIL 14 ON SHEET C-03 (FINISH PER LANDSCAPE ARCHITECT PLAN) 12 CONSTRUCT STEPS AND HANDRAILS PER SDRSD M24,25,A P �Na PER DETAIL ON SHEET C -03 Q� p CARS �F INSTALL 12 x 12 STORM DRAIN DROP INLET PER DETAIL 8 ON SHEET C -02 Q INSTALL TYPE "I "CATCH BASIN CONSTRUCT 4 PCC SIDEWALK WITH N0.3 REBAR AT 18 O.C.E.D, 13 CONSTRUCT HANDRAILS PER SDRSD M24 AND 25 ;�` �' ti O , �P 2 ®CONSTRUCT BIO- RETENTION AREA PER DETAIL 9 ON SHEET C -03 Q4 INSTALL TYPE f CATCH BASIN O CONSTRUCT 1 6-CURB (TYPE 6) PER APWA STD DWG N0. 120 -2 AND DETAIL ON SHEET 19 INSTALL 6" PVC PERFORATED STORM DRAIN No. C ®CONSTRUCT MANHOLE PER APWA STANDARDS PER DETAIL 11 ON SHEET C -02 Q CONSTRUCT RETAINING WALL PER SDRSD STD DWG NO. C-3 ON SHEET C -03 SCALE: 1 "= 10' 63285 g CONSTRUCT ACCESSIBLE RAMP PER LANDSCAPE ARCHITECT PLAN INSTALL 6-PVC STORM DRAIN * Exp.6/30/2018 * Q INSTALL 5 NDS SPEE -D "CHANNEL DRAIN PER DETAIL 12 ON SHEET C -03 0 CONSTRUCT RETAINING WALL PER SDRSD STD DING NO.0 -A ON SHEET C -03 1i0 INSTALL 4-PVC STORM DRAIN © INSTALL 10" PVC STORM DRAIN dl Ciw\- aa�P ® CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SDRSD D -40 WITH NO.2 BACKING @ CONSTRUCT RETAINING WALL PER SDRSD STD DWG NO. C-6 ON SHEET C -03 10 0 10 20 APPROVED DATE BENCHMARK SCALE SP' E I w DISTRIGT w PPRO w I 27=S DRAWN BY: I CHI =CxED BY: JCB JCB I RCO LM CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF BEING A STANDARD M -10 STREET MONUMENT AS-BU I LT DATE: STAMPED "LS- 3997" AT THE CENTER OF THE HORIZONTAL: 1" =10' A 710115- CUL-DE -SAC AT THE NORTH END OF OAK �/.f.�+.�y y / R.C.E. NO.: 63285 CREST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE OF SURVEY 18416 twe"ung RICHARD O'NEILL EXP.: 6/30/16 DATUM: NAVD88 ELEVATION: 388.479 ENGINEERING DIVISION APPROVALS RECOMMENDED: )Qc; A"l•m4 -- MASIH MAHER lo/ (0/15 DATE GLENN PRUiM /10 /614 DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLAN FOR: SAN DIEGUITO ACADEMY MATH AND SCIENCE BUILDING 800 SANTA FE DRIVE ENCINITAS, CA PLANNING CASE NO: 14 -050 CDP DRAWING NO. 12248 -G 0 0 w ti r�r � .o W N Z � 0 U n ro 6nN� Qd'WW ow�X r d' W LL m C -05 SHEET 6 OF 10 0 G: \17100 \Civil\City plan Set \17100pgrd05.dgn PLOT DATE: 17 -SEP -2015 JN 17100 MATCHLINE SEE SHEET NO. C -05 101010 to] zE EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. CHANGE NO. I DESCRIPTION CONSTRUCTION NOTES Q PLACE 0.33' A.C. OVER 1.25' CLASS II A.B. CONSTRUCT 7 "PCC WITH 6 -CLASS II BASE. CONCRETE TO BE REINFORCED WITH NO.4 STEEL BARS AT 18 "O.C.E.D.(FINISH PER LANDSCAPE ARCHITECT PLAN) Q3 CONSTRUCT PERMEABLE PAVERS WITH DECORATIVE PCC BANDING PER DETAIL 14 ON SHEET C -03 (FINISH PER LANDSCAPE ARCHITECT PLAN) CONSTRUCT 4 "PCC SIDEWALK WITH NO.3 REBAR AT 18 "O.C.E.D. Q5 CONSTRUCT 6 "CURB (TYPE Al -6) PER APWA STD DWG NO. 120 -2 AND DETAIL 1 ON SHEET C -02 APPROVED I DATE I BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -30" BEING A STANDARD M -10 STREET MONUMEN 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 SCALE CONSTRUCT 3' RIBBON GUTTER PER DETAIL 3 ON SHEET C -02 CONSTRUCT ACCESSIBLE RAMP PER LANDSCAPE ARCHITECT PLAN GRIND AND OVERLAY EXISTING PAVEMENT PER DETAIL 4 ON SHEET C -02 CONSTRUCT BACK OF RETAINING WALL GUTTER PER DETAIL 6 ON SHEET C -02 CONSTRUCT STEPS AND HANDRAILS PER SDRSD M24,25,AND 26 CONSTRUCT HANDRAILS PER SDRSD M24 AND 25 CONSTRUCT 61' CURB AND GUTTER (TYPE A2 -6) PER APWA STD DWG NO. 120 -2 �nrn� w n��TO�nT w DESIGNED BY nnnnr iw : DRAWN B' ICR icR INSTALL 6 "PVC SEWER INSTALL SEWER CLEANOUT PER APWA STANDARDS PER DETAIL 10 ON SHEET C -02 ROOF DRAIN POINT OF CONNECTION INSTALL 6 "PVC STORM DRAIN INSTALL 8 "PVC STORM DRAIN INSTALL 10 "PVC STORM DRAIN PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL: 1" =10' AS- QUILT DATE: 7/17/n. VERTICAL: NONE -!�� zazzng y i ��� R.C.E. NO.: 63285 041" rt C1011A w ogre RICHARD O'NEILL EXP.: 6/30/16 ENGINEERING DIVISION APPROVALS RECOMMENDED: 30,0 /V1. M - MASIH MAHER m(oiis DATE APPR9VE �> GLENN PRUIM 1011A/ /s DATE e CONSTRUCT MANHOLE PER APWA STANDARDS PER DETAIL 11 ON SHEET C -02 CONSTRUCT RIP -RAP ENERGY DISSIPATOR PER SDRSD D -40 WITH NO.2 BACKING CONSTRUCT RETAINING WALL PER SDRSD STD DWG NO. C-3 ON SHEET C -03 CONSTRUCT RETAINING WALL PER SDRSD STD DWG NO. C-4 ON SHEET C -03 CONSTRUCT RETAINING WALL PER SDRSD STD DWG NO. C-6 ON SHEET C -03 CONSTRUCT RETAINING WALL PER DETAIL ON SHEET C -03 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT 3RADING PLAN FOR: SAN DIEGUITO ACADEMY MATH AND SCIENCE BUILDING 840 SANTA FE DRIVE ENCINITAS, CA PLANNING CASE NO: 14 -050 CCP 0 .o w� z w< o V A N yQ W O m DRAWING NO. 12248-G m c o (� V'06 iHEET 7 OF 10 G: \17100 \Clvii\City pion Set \17100pgrdO6.dgn PLOT DATE: 17 -SEP -2015 JN 17100 p MATCHLINE SEE SHEET C -06 -� 4i 2,564 - 256.4. s X - -- 16 5 FF =56.9 0 / J`� 256 5 n 56.81 TG 247 PE -56.1 - �i X - \o X 6 5' ', '•. 2 54.81 IE _, � �. 5 - -- f F =56.9 n 9 : o' 10 PE =56.1 'm . 56.63 FS 13.88% 8.0% .5 -------------- - -•-- JOIN EXISTING �0 58.51.IC 57.39 TC! 57:29 TC o lic) 2 ; �. 2 � {61.24 FS) 5 52 58.01 fS' 56.90 FS 257 56.90 FS o - LJ , 60.31 FS/ 6.79 FS --- ------ ....... . FF \ °GB ' - -- � GB 58..63 TC 13 7.6'/. ci 4 - -------------- 25% 5 \ I EXISTING ELECTRICAL 58.13 FS ' X LINE TO E REMOVED 57.34 TC m 57.36 TC 51.88 IE s 5 56.86 FS �56s4 FS t -� X ° 262.5 X 8 6.47 S- n I 56.79 S 9 18.557 56.38 FS � . .3 `:FF = .9 2656 56.00 TG PE =56.1 - , 11 - -;- 60.58 TW -..- � 4 54.00 IE 53.91 IE /GB l� °� 58.62 FS ,... " 18 0 p (58.63 T 57 63 FG 59.58 G 6 PLANTER AREA\ FF =56.9 3 % ,.: 1 1$6.90 - F /G{i. ; - �- �I 39 � ,2`'� .53.95 IE I PE =56,1 r' - 63.86 TW 56.90 FS 56.90 FS I 5b. i� 57 30 TG 4 63.66 FG u 54,83 IE EXISTING LIBRARY 54,00 LE 10 E 52.20 IE - i 4 55.90 TG 52.27. IE 52.48 IE 0 52.92 IE _ 53.13 IE ( 1 63.54 FG 63B TC) {63a9 FS) CO UMN 54.10 JE } S- 0_0122 L) lNG 52.23 I - X92.. TY�) 54.13 BOT SD 18 10/ JOIN EXl . 6 . 51.93 I 52.70 TOP SEW r 18 - �" 18 18 (: 11 ; 9 2 4 5 63:f7.� 17 56.78 FS I '� ! x 56.90 FStl 56.90 FS J Fil FACE OF EXISTING BUIL ING 56.83 FS %GB" 16 0 56.83 FS /GB o : 56:83 FS /GB 0 56.$x• "S /G SEWER POC �N" NN Go Q .... 52.1 IE �r. , X 56. 0 FS_ LIMIT OF OVERHANG OF 17 52'22 IE 5 30 F F^ EXISTING BUILDIN Q) 60.76 F5 CONSTRUCTION NOTES 14 5 r` i 53.40 IE o 18 .. 63.6 .TW, 60.86 FS PLACE 0.33' A.C. OVER 1.25' CLASS II A.B. 14 INSTALL 3-PVC DOMESTIC WATER SERVICE FIRE SERVICE r. ��eFssi oa i 18 f 4 (63.44'FG) Q CONSTRUCT 7 "PCC WITH 6-CLASS II BASE. CONCRETE TO BE REINFORCED WITH 16 INSTALL 6 "PVC SEWER �QpCAR<�,�`"y` P �cn 63.11 NO.4 STEEL BARS AT 18 "O.C.E.D. (FINISH PER LANDSCAPE ARCHITECT PLAN) - - PER DETAIL 10 ON SHEET C -02 you r 56.58 Fs) 60.66' FL TW R D 9 FL /HP .' DING PER ETAIL 14 1g ROOF DRAIN POINT OF CONNECTION TCP03^(FINISH N O 1 ac m No. C63285 51.33 11 ONN SHEET PER LANDSCAPE ARCHITECT PLAN) 1 * Exp.6 /30/2016 - -- �4 CONSTRUCT 4 "PCC SIDEWALK WITH NO.3 REBAR AT 18 "O.C.E.D. @ INSTALL 6-PVC STORM DRAIN ll;� CIVIL FS 05 CONSTRUCT 6-CURB (TYPE Al -6) PER APWA STD DWG NO. 120 -2 AND © INSTALL 10" PVC STORM DRAIN \�z OFCALt` DETAIL 1 ETC 02 ® INSTALL 12"X12-STORM DRAIN DROP INLET PER DETAIL 15 ON SHEET C -03 62 TN1' RIB oFES's /o Q CONSTRUC BON GUTTER PER DETAIL 2 ON SHEET C -02 o° - 56.70 FG x eP O7 CONSTRUCT 3'RIBBON GUTTER PER DETAIL 3 ON SHEET C -02 ClIR� tF m� ©INSTALL 66-FIRE SERVICE _ - 0' ��e PQp oy 8 CONSTRUCT ACCESSIBLE RAMP PER LANDSCAPE ARCHITECT PLAN ©INSTALL POST INDICATOR VALVE (PIV) PER NFPA STANDARDS (D CAUTION.- 56.52 TG/ 4 P ^� m 4 6 TE -- �, XISTING ATCH BASIN DWG NO. C-2 ON SHEET C -03 EXACT LOCATION OF EXISTING * Exp.6/30/2018 * 11 CONSTRUCT BACK OF RETAINING WALL GUTTER PER DETAIL 6 ON SHEET C -02 CONSTRUCT RETAINING WALL PER SDRSD STD -- -- - n a n .54.62 IE 0 to 69.0 TW sT Clvl� \e 12 CONSTRUCT STEPS AND HANDRAILS PER SDRSD M24, M25, AND M26 ICONSTRUCT RETAINING WALL PER DETAIL ON SHEET C -03 I , O F OT CT IN PEE OF CA \Ir 13 CONSTRUCT HANDRAILS PER SDRSD M24 AND M25 Q) 60.76 F5 CONSTRUCTION NOTES o .. 63.6 .TW, 60.86 FS PLACE 0.33' A.C. OVER 1.25' CLASS II A.B. 14 INSTALL 3-PVC DOMESTIC WATER SERVICE r. ��eFssi oa i (6064 FS) 4 (63.44'FG) Q CONSTRUCT 7 "PCC WITH 6-CLASS II BASE. CONCRETE TO BE REINFORCED WITH 16 INSTALL 6 "PVC SEWER �QpCAR<�,�`"y` P �cn 63.11 NO.4 STEEL BARS AT 18 "O.C.E.D. (FINISH PER LANDSCAPE ARCHITECT PLAN) 17 INSTALL SEWER CLEANOUT PER APWA STANDARDS PER DETAIL 10 ON SHEET C -02 you r 60.66' FL TW R D 9 FL /HP .' DING PER ETAIL 14 1g ROOF DRAIN POINT OF CONNECTION TCP03^(FINISH N O 1 ac m No. C63285 51.33 11 ONN SHEET PER LANDSCAPE ARCHITECT PLAN) * Exp.6 /30/2016 60.66 FS; �4 CONSTRUCT 4 "PCC SIDEWALK WITH NO.3 REBAR AT 18 "O.C.E.D. @ INSTALL 6-PVC STORM DRAIN ll;� CIVIL 05 CONSTRUCT 6-CURB (TYPE Al -6) PER APWA STD DWG NO. 120 -2 AND © INSTALL 10" PVC STORM DRAIN \�z OFCALt` DETAIL 1 ETC 02 ® INSTALL 12"X12-STORM DRAIN DROP INLET PER DETAIL 15 ON SHEET C -03 TN1' RIB oFES's /o Q CONSTRUC BON GUTTER PER DETAIL 2 ON SHEET C -02 INSTALL 6 "ATRIUM GRATE eP O7 CONSTRUCT 3'RIBBON GUTTER PER DETAIL 3 ON SHEET C -02 ClIR� tF m� ©INSTALL 66-FIRE SERVICE _ 0' ��e PQp oy 8 CONSTRUCT ACCESSIBLE RAMP PER LANDSCAPE ARCHITECT PLAN ©INSTALL POST INDICATOR VALVE (PIV) PER NFPA STANDARDS CAUTION.- v� r A @ GRIND AND OVERLAY EXISTING PAVEMENT PER DETAIL 4 ON SHEET C -02 m c s No. C63285 - ©CONSTRUCT RETAINING WALL PER SDRSD STD DWG NO. C-2 ON SHEET C -03 EXACT LOCATION OF EXISTING * Exp.6/30/2018 * 11 CONSTRUCT BACK OF RETAINING WALL GUTTER PER DETAIL 6 ON SHEET C -02 CONSTRUCT RETAINING WALL PER SDRSD STD DWG NO. C -6 ON SHEET C -03 SCALE: 1 "= 10' UNDERGROUND FACILITIES IS sT Clvl� \e 12 CONSTRUCT STEPS AND HANDRAILS PER SDRSD M24, M25, AND M26 ICONSTRUCT RETAINING WALL PER DETAIL ON SHEET C -03 UNKNOWN. CONTRACTOR TO OF CA \Ir 13 CONSTRUCT HANDRAILS PER SDRSD M24 AND M25 10 0 10 20 VERIFY IN FIELD. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPEGInL DISTRIGT APPROVAL DESIGNED BY: I DRAWN CHER BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. O a IAOOIfiED STORM GRAM LINES CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: , Q� APP GRADING PLAN FOR: SAN DaEGUJTO ACADEMY 12248 -G E BASED oN AS'B�IIT (`,l,M LA 1'I BEING A STANDARD M-1 0 STREET MONUMENT STAMPED "LS- 3997" AT THE CENTER OF THE _ HORIZONTAL: 1 " -l0' AS-901 LT DATE: 1�j� j,, �^ , M � MATH AND SCIENCE BUILDING CUL -DE -SAC AT THE NORTH END OF -OAK CREST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE A n y' /�r --�/ i R.C.E. NO.: 63285 MASIH MAHER $ �LBNN PRUIM 800 SANTA FE DRIVE ENCINITAS, CA C 07 w _ OF SURVEY 18416 DATUM:NAVD88 ELEVATION: 888.479 O WNSM $16dA Uff pArE RICHARD0'NEILL EXP., 6130/16 I O [(o/ DATE �tp��/ /yam DATE PLANNING CASE NO: 14 -050 CDP p SHEET SOF 1O Ge \17100 \Ovil\Ofty plan Set \17100pgrdO7.dgn PLOT DATE- 17 SEP -2015 JN 17100 e COARSE AGGREGATE 3" MINUS � 0 ` �- *WIDTH OF ROAD NATIVE " FILTER FABRIC MIN. / *NOTE: MINIMUM WIDTH OF ROAD - 12 FEET STABILIZED CONSTRUCTION ENTRANCE /EXIT NOT TO 6 "MINIMUM THICK - 3 "MINUS COARSE AGGREGATE :v'z%i.�+S.i':if:t +ff °^ `+:%:r: Mar tis$ y, .x ii R ,` p' FILTER FABRIC NATIVE SECTION A -A NOT TO SCALE FLOW E FLOW GRAVEL BAGS AROUND INLET NOT TO SCALE SECTION B -B NOT TO SCALE CAUTION. EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. CHANGE NO. DESCRIPTION _ Hill/ TA4mA N G: \17100\Civil\City plan Set \17106pgrd08- ecp.dgn 2 BAGS HIGH CONC WIN- CONC • I I ROCKS . —_�jI4 -41, 3 i B EXISTING GYM BUILDING h if a f Eno �x N EROSION CONTROL LEGEND DIRECTION OF FLOW - -- -- - -- - - --------------- --- GRAVEL BAG - - - -- - - ----- -- --- - -- TACK I F I ER - -- -- - -- - -- - ------ - - - - -- STABILIZED CONSTRUCTION ENTRANCE /EXIT FIBER ROLL - -- -- -- - - - - - -- - - ------ - - - - -- PROJECT BOUNDARY ................ . * — NO-C63285 / a ExP- 6/30/2018 / *� DESILTING BASIN NOTE- BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITESTABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. 11 VERTICAL SPACING VARIES BETWEEN 8' AND 20' INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITTIONE NOTE: INTO A STEEPER SLOPE INSTALL FIBER ROLL ALONG A LEVEL CONTOUR TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE FIBER ROLL 8 "MIN. SLOPE VARIES z W - v c.> Z Lu z W U' N 2'5c2" WOOD t .- STAKES MAX. Q U B 4' SPACING SECTION C -C ao NOT TO SCALE a - - - - - CONC WIN- CONC • I I ROCKS . —_�jI4 -41, 3 i B EXISTING GYM BUILDING h if a f Eno �x N EROSION CONTROL LEGEND DIRECTION OF FLOW - -- -- - -- - - --------------- --- GRAVEL BAG - - - -- - - ----- -- --- - -- TACK I F I ER - -- -- - -- - -- - ------ - - - - -- STABILIZED CONSTRUCTION ENTRANCE /EXIT FIBER ROLL - -- -- -- - - - - - -- - - ------ - - - - -- PROJECT BOUNDARY ................ . * — NO-C63285 / a ExP- 6/30/2018 / *� DESILTING BASIN NOTE- BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITESTABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. 11 VERTICAL SPACING VARIES BETWEEN 8' AND 20' INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITTIONE NOTE: INTO A STEEPER SLOPE INSTALL FIBER ROLL ALONG A LEVEL CONTOUR TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE FIBER ROLL 8 "MIN. SLOPE VARIES z W - v c.> Z Lu z W U' N 2'5c2" WOOD t .- STAKES MAX. Q U B 4' SPACING SECTION C -C ao NOT TO SCALE a ❑ _ • CONC CONC SHADOW SHADOW B EXISTING BUILDING L NOTE. THIS PLAN PRESENTS THE i OF ENGINEERING ECTEBASED COMPANYNFORITHE PROCT 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. 24 -HOUR CONTACT NAME: RUSSELL THORNTON PHONE NO.: 760- 753 - 6481 24 HR PHONE NO.: 160- 802 -3585 _ No. C 63285 °- * ExP.6/30/2016 t SCALE: 1" = 30' 30 0 30 60 APPROVED DATE BENCHMARK SCALE SPEGIAI 111CTR /CT APPROVAI uta��CBu[sr: urcH>CBtsY: (Fit Co �T: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. a CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: JQO APP V :D. GRADING PLAN FOR: SAN DIEGUITO ACADEMY BEING A STANDARD M -10 STREET MONUMENT 2248-6 HORIZONTAL: V =30' AS$utf.T DATE:' MATH AND SCIENCE BUILDING STAMPED "LS -3997" AT THE CENTER OF THE ll7f/5 /✓I ' CUL -DE -SAC AT THE NORTH END OF OAK MASIH MAHER GLENN PRUIM 800 SANTA FE DRIVE _ CREST PARK DRIVE, AS SHOWN ON RECORD VERTICAL: NONE ��� y�s �� R.C.E. NO.: 63285 ENCINITAS, CA 08 _ OF SURVEY 18416 �41ME82 SIGNATURE PA RICHARD O'NEILL EXP:: 6/30/16 10/ b/ I S �o� /`�je DATUM: NAVD88 ELEVATION: 388.479 DATE DATE PLANNING CASE NO: 14-050 CDP SHEET 9 OF 10 p PLOT DATE: 17 -SEP -2015 JN 17100 aN- .o w� Z° N .6% '. N ¢M0 �Kmm ti n > N CAUTION: EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS UNKNOWN.CONTRACTOR TO VERIFY IN FIELD. CHANGE NO. DESCRIPTION AP MODIFIED SEWER LINE, WATER LINE, G: \17100 \C1v1PClty plan Set\ 17100pgrd09_ut3dgn c^L.Pic••ry UVIt_VAINV Iv EXISTING STUDENT SERVICES PoFESSIONq� Q�aQQ�tvARL p%Y2c2 s U w 2 Np, C 632x5 r cr 613012018 P * c1,4 P� Slq� OF GP \ \� FIRE SPRINKLER CONTRACTOR POINT OF CONNECTION EXTERIOR INTERIOR 5' FLANGE EXTERIOR WALL FINISH FLOOR 2 "CLEARANCE AROUND PIPE PER CIVIL I PER STRUCTURAL PLANS PLANS a . o 6" PVC PIPE 6" DUCTILE IRON PIPE THRUST BLOCK UNDERGROUND FIRE SERVICE STUB -UP DETAIL N.T.S ON NOTES 14 INSTALL 3 "DOMESTIC WATER SERVICE 16 INSTALL 6 "SEWER 17 INSTALL SEWER CLEANOUT PER APWA STANDARDS PER DETAIL 7 ON SHEET C -02 18 ROOF DRAIN POINT OF CONNECTION PER PLUMBING PLANS 13 INSTALL V PERFORATED STORM DRAIN 2�0 INSTALL 6" STORM DRAIN 21 INSTALL 81-STORM, DRAIN INSTALL 10" STORM DRAIN Q INSTALL 12" STORM DRAIN INSTALL 12"X12-STORM DRAIN DROP INLET PER DETAIL 9 ON SHEET C -03 Q CONSTRUCT MANHOLE PER APWA STANDARDS PER DETAIL 12 ON SHEET C -03 @INSTALL NDS 'SPEE -D "CHANNEL DRAIN PER DETAIL 11 ON SHEET C -03 Q INSTALL 301K30 "STORM DRAIN DROP INLET PER DETAIL 9 ON SHEET C -03 INSTALL 6 "FIRE SERVICE INSTALL POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER NFPA 24 & 13. POST INDICATOR VALVE SHALL BE INSTALLED IN FRONT OF FOCI CLOSET TO MAINLINE CONNECTION. INSTALL CONCRETE THRUST BLOCK OER SAN DIEGO REGIONAL STANDARD DWG NO. WT -01. W= 3.75', AMIN =14.0 SF 4 INSTALL 30 "X30 "STORM DRAIN DROP INLET PER DETAIL 9 ON SHEET C-02 * Na• C 63285 ^ EXp.6 /30/2016 SCALE: 1 "= 20' 20 0 20 40 Ut51GNEU 13Y: DHLVVN BY CHECKED BY: DATE BENCHMARK SCALE B .ICB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. a. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF UTILITY PLAN FOR: BEING A STANDARD M -10 STREET MONUMENT RECOMMENDED. ,(�, v APPROVE SAN DIEGUITD ACADEMY 224$ -G STAMPED "LS - 3997" AT THE CENTER OF THE HORIZONTAL: 1 " =20" DATE: `��f7 %/g � G� MATH AND SCIENCE BUILDING CUL -DE -SAC AT THE NORTH END OF OAK MASIH MAHER GLENN PRUIM HOO SANTA FE DRIVE K VERTICAL: NONE y i R.C.E. NO.: 63285 C = fl9 CREST PARK DRIVE, AS SHOWN ON RECORD HrG1N66i SICNImNtE DAM' ENCINITAS, CA OF SURVEY 18416 RICHARD O'NEILL EXP.: 6/30/16 10�b 5 /� �' /� //S DATUM: NAVD88 ELEVATION: 388.479 {SATE DATE PLANNING CASE NO: 14-050 CDP SHEET 10 OF JO�j PLOT DATE: 17 -SEP -2015 JN 17100 �s W N � m 0 O W n m btCmm o] x a Q * Na• C 63285 ^ EXp.6 /30/2016 SCALE: 1 "= 20' 20 0 20 40 Ut51GNEU 13Y: DHLVVN BY CHECKED BY: DATE BENCHMARK SCALE B .ICB RCO ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. a. CITY OF ENCINITAS BENCHMARK "ENC -30" PLANS PREPARED UNDER SUPERVISION OF UTILITY PLAN FOR: BEING A STANDARD M -10 STREET MONUMENT RECOMMENDED. ,(�, v APPROVE SAN DIEGUITD ACADEMY 224$ -G STAMPED "LS - 3997" AT THE CENTER OF THE HORIZONTAL: 1 " =20" DATE: `��f7 %/g � G� MATH AND SCIENCE BUILDING CUL -DE -SAC AT THE NORTH END OF OAK MASIH MAHER GLENN PRUIM HOO SANTA FE DRIVE K VERTICAL: NONE y i R.C.E. NO.: 63285 C = fl9 CREST PARK DRIVE, AS SHOWN ON RECORD HrG1N66i SICNImNtE DAM' ENCINITAS, CA OF SURVEY 18416 RICHARD O'NEILL EXP.: 6/30/16 10�b 5 /� �' /� //S DATUM: NAVD88 ELEVATION: 388.479 {SATE DATE PLANNING CASE NO: 14-050 CDP SHEET 10 OF JO�j PLOT DATE: 17 -SEP -2015 JN 17100