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2018-13852 G (Plans)RIGHT CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN -OF -WAY NOTE FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED INSPECTOR. EROSION FACILITY. CONTROL 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF STORMWATER POLLUTION CONTROL BMP NOTES OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RUSS THORNTON AT (858) 350 -0253, 24 HOURS A DAY. RELATIVE TO CONSTRUUTION ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. GENERAL ACTIVITIES TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER 2 -. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY CONCRETE WASHOUT U_ SHALL ESTABLISH AND USE AN ADEQUATELY SIZED ELY PROPERTY LINE IS. SEASON (OCTOBER 1 TO APRIL 151. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT .CONTRACTOR CONCREf WASHOUT AREA CONTAIN WASHOUT WASTES ON IT IS ILLEGAL PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 7. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN .RAIN MORTAR, STUCCO, PLASTER AND THE UKE INTO THE STORMWATER DRAINAGE NOTE GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION ISOIMMINEENT. RECEIVING WATER. CONTRACTOR 2. SHALL POST A SIGN DESIGNATING THE WA NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED INSPECTOR. DRAINAGE FACILITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF UTILITY NOTE THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. ALL UTRITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. - 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. GENERAL NOTES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 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 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 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. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 2. THE SOILS REPORT TTTLED *UMITED GEOTECHNICAL INVESTIGATION DIEGUENO MIDDLE SCHOOL 2150 VILLAGE PARKWAY ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED DATED OCTOBER 9, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 2013, PROJECTSI 01570- 42 -01, AND "STORM WATER MANAGEMENT RECOMMENDATIONS DIEGUENO MIDDLE FIVE (51 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE SCHOOL 2159 VILLAGE PARKWAY ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED DATED REMOVED AFTER EACH RAINFALL MARCH 2018 PROJECT# 704 BE CONSIDERED BryONHIEEREM AS F THIS GRAITING SHALL E DONEINACdRA CDNC P CNALL AND SPECIFICATIONS STORMWATER POLLUTION CONTROL CONTAINED IN SAID REPORT. I TSU9T=flSTRUCTF5W99PAVFIT=S 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STREET AND /OR INTO THE PUBUC STORM DRAIN SYSTEM. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO WITHOUT A PERMIT FROM THE CITY. CONDITION EXISTING PRIOR TO GRADING. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. LARD SURVEYOR. 4.�NO DRAIN$ SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, -, FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH - STANDARDS, LAWS AND REGULATIONS. ,/ 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 N TO AN ADEQUATE IMP /BMP. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE HALF (1 /2 ) MILE OF A STRUCTURE FOR OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE NO T OF 5:30 P.M. AND 7:30 AM. NOR R O ON N 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. FROM THE HE CITY. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PUN ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. GRADING CONTRACTOR AND PERMTTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CIA/ AT LEAST 48 HOURS IN ADVANCE BY GALLING (760) 633 -2770. B. 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 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER TIROUGH THE TRASH ENCLOSURE AREA THE THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 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 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMR, BUT PRIOR TO FINAL GRADING SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT STATING: TSTRUCTURE. HE GRADING UNDER PERMIT NO. 13852 -G HAS BEEN PERFORMED IN SUBSTANTIAL MAY BE REQUIRED FOR THIS STR CONFORMANCE WITH PLAN AS SHOWN 1. BE FOLLLOWEDD BY HEE DATE SIGNATURE OF THE CIVIILL ENGINEERP WHO OWNER'S STATEMENT FOR SWPPP PROJECTS CERTIFIES SUCH GRADING OPERATION. IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL 12. ALL GRADING SHALL BE INSPECTED AND " BY A QUALIFIEDT SOILS ENGINEER OR UNDER HIS CERTIFICATION WILL BE REQUIRED. THE OWNER /DEVELOPER SHALL EXECUTE THE STATEMENT BELOW. 13. 14. 15. 16. 17. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE OF 90 PERCENT. IT SHALL COMPACT THE FILL IN STRICT BE CUT AND TRIMMED TO FINISH THE SLOPES OR EXCAVATION TO PUCE, SPREAD, WATER WATER PUN SHALL BE DEVELOPED A COMPLETE AND ACCURATE LNOU SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF EARTHWORK DATA IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 16.062 SOFT. IMPERVIOUS AREA AFTER CONSTRUCTION: 28.246 SOFT INCREASE IN IMPERVIOUS AREA. 12.184 SOFT IMPERVIOUS AREA REPLACED: 16.062 SOFT C RAS: FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROTECT SHALL BE FILED WITH THE CRY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED PAID SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN N0._1� AND BY SWRCB N0. R9- 200099 0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE 5S ROVISION AS SET FORTH IN SECTION C.7 OF SWRCB N0. R9- 2009 -0001. WDID (19 370382330 RISK LEVEL LEYELZ DATE: l o SIGNATURE: L C J "'� -" '•'l/'� TTNNNN 1I� U6!]ES FOR DIEGUITO UNION HIGH SCHOOL DISTRICT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1N MAXIMUM VERTICAL DEPTH OF CUT = 1' MAXIMUM VERTICAL DEPTH OF FILL = 4' CUT = 800 CY FILL = 300 CY EXPORT = 500 GY REMEDIAL = 1,200 CY (5' REMOVAL AND RECOMPACTION UNDER AND OUTSIDE OF BUILDING AREAS) DISTURBED AREA = 1.60 ACRES LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPRO VAL APPROVED BY: LAID DISTRICT ENGINEER SLURRY, OR ANY CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX, NO EXCAVATION AND GRADING ACTIVITIES ARE MOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION -SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SK41-L BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMIUAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ROOFING MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (8001 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPS'TERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PUCE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. CIVIL SHEET INDEX 1 TITLE SHEER 2 KEY MAP & NOTES 3 DEMOLITION PLAN 4 GRADING PLAN 5 GRADING PLAN 6 DETAILS 7 UTILITY PLAN 8 EROSION CONTROL PUN 9 STANDARD DETAILS 10 STANDARD DETAILS �911X Qq��9 SAN DIEGUITO UNION 2150 VILLAGE PARK WAY HIGH SCHOOL DISTRICT ENCINITAS, CA 92024 710 ENCINITAS BLVD ENCINITAS, CA 92024 (760) 753 -6491 LEGAL DESCRIPTION THAT PORTION OF LOT 20 OF RANCHO LAS ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAR THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 257 - 050 -81 SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN HEREON WAS PREPARED BY FUSCOE ENGINEERING DATED DECEMBER 6. 2017 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CDY'S OFFICERS, O IC LS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATNtS FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE! DATE: A HIGH FOR: SAN DIEGURO UNION HIGH SCHOOL DISTRICT SOILS ENGINEER'S CERTIFICATE WE, ALI SADAR . A REGISTERED ENGINEERING GEOLOGIST AND A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNW, RINCIPAY� DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR DIRECTION ON AND FOR AN UPDATE ON - ONE COMPLETE COPY OF THE SOIT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, WE HAVE REVIEWED THESE GRADING PUNS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. GEOCON INCORPORATED 6960 FLANDERS DRIVE SAN DIEGO, CA 92121 GANDV:FILB 858 - 558 -6900 DNIIKN y NAII01 JOB J: G1570- 42 -01, 02 SIGNED: W w. caw•° DATE: / /'7-I8 WO a wit Y kU. N 40Mt C.E.G. u/ LICENSE � E X�PI TON /DATE: Il-N2�Za SIGNED: /.�7.!!A ;� A DATE: GAUL R. GARCIA G.E. NE _ 2842 LICENSE EXPIRATION DATE: 3.3/ -2020 STATEMENT OF ENGINEER OF WORK FIRM: FUSCOE ENGINEERING, INC ADDRESS: 6390 GREENWICH DRIVE; SUITE 170 �EOFESSiQ1r• CITY, STATE: SAN DIEGO, CALIFORNIA 92122 'r( TELEPHONE: (858) 554 -1500 �Qt' D. a w m s * C 75822 eY: DATE: 1 o.2q. y6 Dw. 06 3o zG s EHmAN D. SMITH 9)F. OIVL a? R.C.E. NO.: 75822 OF OA REGISTRATION EXPIRATION DATE: JUNE 30, 2020 I BMP PROJECT STATUS - PDP /HMP I l NOTIFICATIONS NOTE' THE GRADING QUANTITIES SHOWN ABOVE ARE FOR BONDING ° 1 Ala PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY 4i6m go 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PURPOSES ONLY AND DO NOT ACCOUNT FOR VARIATIONS DUE 033692 )0.1% UNION HIGH SCHOOL DISTRICT. IN ACCORDANCE WITH PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE TO LOSS FROM CLEARING AND GRUBBING, STRIPPING, "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND ARE NO EXISTING UTIUTIES EXCEPT AS SHOWN ON THESE PUNS, HOWEVER: THE CONTRACTOR IS REQUIRED SHRINKAGE, SWELL, OR UNSUITABLE MATERIALS. THE R $. I ON, PE RCE DATE - FUSCOE STORMWATER POLLUTION CONTROL FACILITIES" TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED CONTRACTOR SHALL U RESPONSIBLE FOR DETERMINING THEIR RECORDED ON DEYAMTTFII! 7501® AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF OWN INDEPENDENT QUANTITY AND MATERIAL TAKE -OFFS TO _ CONSTRUCT THE DESIGN AS INDICATED ON THESE DRAWINGS DEXTER WILSON ENGINEERING, INC. 6/30/20 - ° \ 0 0 1 R \ \ \ I TI • SAID UTILITIES OR STRUCTURES PRIOR F ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND IN CONFORMANCE WITH THE PROJECT'S GEOTECHNICAL ®'" AND SEWERS OF COMMENCEMENT OF WORK: REPORT. FIRM EVP.DATE el Ra G.«l..4 Slift 07 3 01.99, CaIRamm 92122 AS DOG. 1F: = 5 -044N 6o1 A SEWERS - CSD f50 - (760)-633-2770 END 760 - 753 -0155 pt a fm 85859)N35"y„w.,5„aw.mm C. GAS & ELECTRIC - MU - AL WATER PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER ENCINITAS FIRE DEPARTMENT C. WATER - OLI SBC MUNICIPAL WATER DISTRICT - (780) 753 -64fifi D. TELEPHONE - SBC BELL I (760)-489-3411 TIONS- 760)- 1 DISTRICT E. CABLE N -COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CRY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 8 4- "( 14/*J% "irluT II THIS PROJECT. PHONE: (760)- 633 -2770. - IL•9•TI•T8 9• � �.�,'( -( II•lio.l$ 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (7601633 -2770. SIG SIGN SIG SIGN SIGN EXPIRES IN 2 YEARS SIGN ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL TITLE SHEET CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DRAWN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - _.DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Duo AS -BUILT GRADING PLAN SET - SRN 5 -4 -20 DESCRIPTION: i0UN0 PT. N0. 1028. NAMED '��(`�� INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: T1. APPROVED: GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL 'FN - 8" "BEAN DES RIR 0 AWE MON M NT LEI T1,1 / 04/22/202D 'J STAMPED BRYAN D. SMITH ' DATE PUBUC WORKS NA - -- DATE: 10.24.1¢ NEW CLASSROOM BUILDING'P' LOCATION: LOCATED AT THE CENTERLINE INTFRGECTION PLANNING NA •TS.��T '� 2160 VILLAGE PARKWAY 13852 - G OF TURNER AVENUE MD SHIELD dGren , 64.40 - R.C.E. NO.: L_Z 2 J OW IS NrtltuJ KM1 _ pry INGINEER ENCINITAS, CA 92024 RECORD FROM: ROS 18416 REVIEWER JQO 4/24 "� SAN DIEGUITO UNION HIGH SCHOOL DI STRICT ' ELEVATION: DATE CITY ENGINEER DATE INSPECTOR KK q/24 BRYAN D. SMITH EXP.: OB -30 -2020 Z• i PLANNING CASE N0: N/A APN:257 -06a4H SHEET i OF 10 F: \PRGIIEGR \1695 \002 \Pf S \PREUSE GMNNG \8ULLIDNG P GWING Pt S \1695- 002GP- C1 -15.OM (10 -23 -18 3:52:13PM) fttd by: pzOte Salazar GENERAL NOTES _ LEGEND SAN DIEGO REGIONAL M DWC (WRSD) t .}ALLO'A'SPR19 QP y 4 °` 1. IMPORTANT NOTICE: SECTION 4216 OF HE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ,I DESCRIPTION DWG. NO. SYMBOL *QTY ISSUED BEFORE A "PERMIT TO D(CAVATEe WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND NeT 30 '142'E SERVICE ALERT, TOLL FREE 1 -800- 422 -4133, TWO DAYS BEFORE YOU DIG. y PROPERTY LINE . .. .. ..... ... . 72000; `z, PROJECT SIT ALP RIGHT OF WAY . .. ... .. ... 2. CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING HE PROJECT GRADING c�„r n,% �\ pa EASEMENT AND/OR CONSTRUCTION ACTIVITIES. HE PROGRAM SHALL MEET ALL APPLICABLE REQUIREMENTS OF HE STATE WATER . . . . . - - - RESDURCE CONTROL BOARD AND TI IE CITY OF SAN DIEGO MUNICIPAL CODE AND STORM WATER STANDARDS MANUAL. I �; FLOWLINE .... .. 3. "PUBUC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE. IF REPAIR OR REPLACEMENT OF SUCH PUBLIC __).: BLDG J PROPOSED CONTOURS. ... .. ..... _73 IMPROVEMENTS IS REQUIRED HE OWNER SHALL OBTAIN THE REQUIRED PERMITS FOR WORK IN HE PUBLIC EXISTING CONTOURS L RIGHT -OF -WAY, SATISFACTOli1' TO THE PERMIT- ISSUING AUTHORITY. Sys I T. FLOW DIRECTION AND SLOPE .... ... ..... 2.0% 4. ALL EXISTING AND /OR PROPOSED PUBLIC UTILITY SYSTEM AND SERVICE FACILITIES SHALL BE INSTALLED S' �1 I A L 11 (� ' ENCINITAS BLVD. s ELEVATION . ..... .... ..... .... . 2Ua_ 5-/ UNDERGROUND IN ACCORDANCE WITH SECTION 144.0240 OF HE MUNICIPAL CODE. '0 }� I I �I -_ J r,�� �0 ' / EXISTING ELEVATION . ... .... ... l�Y- TBL -r�J -/ 5. THE AREA WHICH IS DEFINED AS A NON- GRADING AREA AND WHICH IS NOT TO BE DISTURBED SHALL BE STAKED PRIOR TO START OF THE WORK. HE PERMIT APPLICANT AND ALL OF HEIR REPRESENTATIVES OR CONTRACTORS I �i ++ SLOPE ........ .... .. �� SHALL COMPLY WITH THE REQUIREMENTS FOR PROTECTION OF THIS AREA AS REQUIRED BY ANY APPLICABLE AGENCY. z 11���III -5 z DAYLIGHT UNE. .......... .. ....... ENGINEER'S NOTICE TO CONTRACTOR a PROPOSED SCREEN WALL PER STRUCTURAL PLANS ® 350 SF , (` _ - _ � _L 1-, a.'r . o 1. H E EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE `;', I - z SA A ED PROPOSED SEAT WALL PER LANDSCAPE PLANS PRECAUTIONARY NA A SEARCH OF THE PROTECT THE RECORDS. AND CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR EXISTING RETAINING WALL ...................... STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, U AND ANY DAMAGE TO THESE LINES OR STRUCTURES. � ry, EXISTING STORM DRAIN .. ..... ... 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS % ^I EXISTING SEWER ...... ... . .... ..... _ 55 _ __- DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; _ 10 - EXISTING WATER. -_ a - .- THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND, �� ' VICINITY MAP THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY EXISTING FIRE SERVICE .. ... .... . AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON HIS PROJECT, I/ N.T.S. EXISTING ELECTRICAL EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBUC . . . . . . . - AGENCY. 4„ EXISTING EASEMENT NOTES STORM DRAIN ....... ...... SDRSD D -60 .... = T 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE 10 AN EASEMENT GRANTED TO OLIVENHAIN MUNICIPAL WATER DISTRICT FOR PUBUC SANITARY SEWER . .. ...... SDRSD SP -02 PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN � 9 F, O m INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR z "°° °'• 8 5ti WATER SERVICES, RECORDED NOVEMBER 7, 1984 AS INSTRUMENT NO. 84- 420396 WATER HIS BID(S) AND CONTRACT(S). i_ e gd Aa - - - SDRSD WP -02 r 0p0 ,� 12 IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY RECORDED APRIL 10, 1985 AS FIRE WATER .... ...... SDRSD WP -02 n 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND OR FIELD SURVEY DATA, A o,W �ls INSTRUMENT N0. BS- 134027 PRECAST CATCH BASIN (24 "x24') 2 EA SUFFICIENT T RECORD, AND ANALL NOT PROCEED W AN AFFECTED WORK AREA UNTIL E OWED TO DO 50 BY AN DETAIL 'H' SHEET 6 (12•x12•) 1 EA AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE 3 CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES % ABBREVIATIONS (SUFFICIENT TO CAUSE A CHANGE IN THE OGEE AND /OR AN INCREASE IN COSTS) NT THE OWNER AND TO HE 1 i �,�'.( STORM DRAIN CATCH BASIN TYPE G -1. SDRSD D -OB ....... ® 2 EA EEAPPROPRIATE OWNER REPRESENTATIVE. ITH �`�1P' ADA - AMERICANS WITH DISABILITIES ACT SD - STORM DRAIN STORM DRAIN CATCH BASIN TYPE F. SDRSD D -07 .. 1 EA % PFL N BS - BOTTOM OF STAIRS SDCO - STORM DRAIN CLEAN OUT 5. QUANTITY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION, AND SHOULD �� Q, CB - CATCH BASIN SDRSD SAN DIEGO REGIONAL STD DWG BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. �i \ KEY MAP CY - CUBIC YARDS SF - SQUARE FEET AREA DRAIN DETAIL 'J' SHEET 6 -m-0 17 EA 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND PRESERVATION OF ALL 12 1" =200' IX - EXISTING SS - SANITARY SEWER BUILDING ROOF DRAIN LOCATIONS ...... D 5 EA SURVEY MONUMENTS AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED REGISTERED - FF - FlNISH FLOOR ELEVATION SSCO - SANITARY SEWER CLEAN OUT CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTION OF HE GOVERNING AGENCY. i FG - FlNISHED GRADE TC - TOP OF CURB STORM DRAIN CLEANOUT .. SDRSD SC -01 ......... -SDI 4 EA I LEGEND FH - FIRE HYDRANT TF - TOP OF FOOTING 7. DEMOUTION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES % �\ SHEET LAYOUTS mine iiiiiiii m FL - FLOW LINE TG - TOP OF GRATE . (IF APPLICABLE). I CONCRETE HARDSCAPE ... . EASEMENT FS - FlNISHED SURFACE TOB - TOP OF BASIN 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY I ® GB - GRADE BREAK TS - TOP/TOE OF SLOPE BIOREEENTION BASIN PER SHEET 6 3,350 SF H ® CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN E EVENT OF SHEET NUMBER IE - INVERT ELEVATION TW - TOP OF WALL ANY CONFLICTS PRIOR TO CONSTRUCTION. .� PVC - POLYANIYL CHLORIDE U.O.N. - UNLESS OTHERWISE NOTED HEADWALL ..... SDRSD D -30 ... I 2 EA 9. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1 -800- 422 -4133 A MINIMUM OF TWO FULL WORKING RCP - REINFORCED CONCRETE PIPE W$ - WATER SERVICE DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUST - RIM -RIM OF STRUCTURE ELEVATION *NOTE - QUANTITIES SHOWN ARE FOR PERMITTING PURPOSES ONLY, NOT TO BE USED FOR BIDDING BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SEE OF PLANS. R/W - RIGHT -OF -WAY 10 LANGUAGE MPERAI HE APP ROVESDNSWMPD FOR THE PROJECT HAVE STENCILING OR MARKINGS WITH PROHIBITIVE OLIVENHAIN WATER DISTRICT NOTES CONT'D: LEUCADIA WASTEWATER DISTRICT NOTES: WORK TO BE DONE 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN HE SPECIAL NOTES WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND 1, LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE HE APPLICANT, PRIVATE ENGINEER OF WORK, THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. A MANUAL NR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY DISCOVERED DURING OR AFTER CONSTRUCTION. THE DISTRICT'S REPRESENTATIVE. FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION 1. THE ENGINEER OF WORK SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT 2. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT OF AS -BUILT GRADING PLANS, AS -BUILT GEOLOGIC MAPS AND REPORTS, CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS NOR SHALL THE ENGINEER BE REQUIRED 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT ALL TIMES WITHOUT EXCEPTION. ALL AS SHOWN OR REQUIRED ON THIS SEE OF PLANS AND THE CITY TO SUPERVISE CONDUCT OF THE WORK OF THE CONSTRUCTION PROCOURES AND SAFETY PROCEDURES FOLLOWED UNE. A 3/4 -INCH HIGH LETTER "Al SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND BY THE CONTRACTOR OR SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE CURB AT ALL WATER SERVICE CROSSINGS. 3. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 AND 3 ORDINANCES CITED ON THESE PLANS. JOB SITE OTHER THAN THAT OF THE ENGINEER'S EMPLOYEES ON THE JOBSITH AT ALL TIMES. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 2. HE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND WRITTEN CONSENT. 4. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF ANY OTHER LINES NOT OF RECORD OR NOT SHOWN PR HESS PLANS. THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, DIRECTED BY THE CITY ENGINEER. 3. ALL WALLS, SLABS, ASPHALT PAVING AND OTHER IMPROVEMENTS SHOWN AS TO BE REMOVED OR DEMOLISHED 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL ID INDUSTRIAL OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. WITHIN HE LIMIT OF CONSTRUCTION WILL BE REMOVED AND DISPOSED OF AT AN APPROVED SITE. DEVELOPMENT SHALL HAVE APPROVED DACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 1. CITY OF ENCINITAS MUNICIPAL CODE 5. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING 2. CITY OF ENCINITAS ENGINEERING DESIGN MANUAL 4. THE CONTRACTOR WILL MAKE EXPLORATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD i6. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR PRIOR TO CONSTRUCTION. 3. THIS SEE OF PLANS OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF IMMEDIATELY UPON INSTALLATION OF VALVES. 4. 2016 CALIFORNIA BUILDING CODE EXISTING FACILITIES, 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER 6. FINAL APPROVAL OF THE PLANS BY DISTRICT ENGINEER IS VAUD FOR A PERIOD OF TIME NOT TO 6. HE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION POSSIBLE. EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE -YEAR TIME 5. WHERE NEW UNDERGROUND CONNECTS TO EXISTING WORK IT SHALL BE HE EXCAVATION FOR OF THE CONTRACTOR LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN (GREEN BOOK) TO DETERMINE THE HE LOCATIONS AND ELEVATION OF EXISTING WORK PRIOR BR EXCAVATION FOR NEW WORK AND TO CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES 7. SOILS REPORT(S) AND RECOMMENDATIONS BY GEOCON INCORPORATED CONNECT HE NEW WORK THERETO. ALL POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE FIELD ENGINEERS 18. FIRE HYDRANTS, AS APPROVED BY HE APPROPRIATE FIRE DISTRICT AND MEETING HE DISTRICT'S STANDARD ATTENTION IN ADVANCE TO PREVENT DELAYS IN CONSTRUCTION SCHEDULE SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. REQUIRE TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY HE 8. SDRSD AND AS MAY BE MODIFIED BY THE NU CITY OF ENCINITAS MANUAL LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 9, COUNTY OF SAN DIEGO HYDROLOGY MANUAL 6. HE LOCATIONS OF ANY UNDERGROUND STRUCTURES AS SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM 19. ALL DESIGN CHANGES S THE WATER SYSTEM SHALL BE APPROVED BY HE DISTRICT REPRESENTATIVE IN 10. COUNTY OF SAN DIEGO DRAINAGE DESIGN MANUAL AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 7. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY T PROTECT LWD FACILITIES 12. STORM WATER QUALITY MANAGEMENT PLAN SWAMP FOR DIEGUENO NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDER- GROUND OR OVERHEAD STRUCTURES WHEEHER AND STRUCTURES DURING CONSTRUCTION. SHOULD HE CONTRACTOR AT ANY TIME DAMAGE LWD OR SHOWN OR NOT ON THESE DRAWINGS. 20. HE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD UR MIDDLE SCHOOL NEW CLASSROOM BUILDING) PREPARED BY FUSCOE PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHgI,L IMMEDIATELY STOP WORK, NOTIFY LWD, STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO HE SATISFACTION ENGINEERING DATED APRIL 6. 2018 OLIVENHAIN WATER DISTRICT NOTES: TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. OF THE LWD ENGINEER AT NO COST TO LWD INCLUDING INSPECTION ANDY ANY BYPASSING 13. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN REQUIRED TO SEWER FACILITY OPERATIONS. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL THE MOST RECENT EDITION OF THE OUVENHAIN MUNICIPAL WATER DISTRICT (DISTRI STANDARD SPECIFICATIONS AND 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15141 ACHE OMWD REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL�AMENDMENTS ADOPTED PRIOR TO STANDARD SPECIFICATIONS PRIOR TO TIE-IN TO OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS QUALIFY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. ON THE JOB SITE AT ALL TIMES 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST B. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD PROVIDE POST CONSTRUCTION VERIFICATION OF HE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. SEWAGE SPILLS; TOP RECOVERY FACILITIES LEGAL R AL ALLOWING A SEWAGE ANY SPILLED OR FAILURE ARISING PROM ANY SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO HE PRE - CONSTRUCTION MEETING WITH HE DISTRICTS INSPECTOR. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE ((1) YEAR AFTER THE DATE OF ACCEPTANCE SEWAGE SPILL WHILE PERFORMING THE WORK, CONTRACTOR WILL BE RESPONSIBLE TO OR ALL CLEAN 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY Ofd ALL SUCH WORK, TOGETHER WITH ANY UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTIFIED TWO OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR BY THE CONTRACTOR. " WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES PRIOR TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CA OSHA. A COPY OF EXEMPTION LETTER OR BY THE DISTRICT. TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR, CONTRACTOR SHALL NOTIFY THE SPECIFICATIONS. DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. HE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CAUFORNK° TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800- 227 -2600) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION I.E. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CON9PUCTIdN BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER HE STANDARD SPECIFICATIONS HE APPROPRATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES �NI LI N[� BELOW CENTERUNE OF FINISH NISH GRADE OF STREET. G 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4- MAXIMUM -�hu. = E N N 1 N 1 N N 1 N N DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 2906, e e„w,+Dn,mxon0,soaID;llkmlo92122 KEY MAP & NOTES id 858 5541500 - W 858.597.0335 o www.luzw.wm CHANGE N07 DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL ^VIN �` " K ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. muv FROM: GRADING \BUILDING P GRADING P4N5 \1695- 002GP- G2- GA.DW3 (11 -20 -18 10:47:25U1) Plotted by Ilzette salazar LT 04/22/2020 PUBLIC WORKS NA - -- DATE: III SMOG DATE PLANNING NA - -- R.C.E. NO.: 8111e�O19A� N REVIEWER JOO 4/24 7QlC�' ,G_]SgyZ Dltt ENGINEER DATE IucocrTno KK anA BRYAN D. SMITH EXP.: 06 -30 -2020 /� NEW CLASSROOM BUILDING'P' Jam_ 2150 VILLAGE PARKWAY - 6A88R CITY ENGINEER ENCINITAS, CA 82024 0110 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT PLANNING CASE NO: N/A APN: 257-05081 13852 - G — — _f — — — — — — — — — — — — -EuaB A i ' \ A GUTTER DEMOLITION NOTES / \.� II 0 w.� �=✓- \\ ❑EXISTING TO BE REMOVED 'CpNC/ ❑B EXISTING TO BE RELOCATED - \ /LIMIT OF REMOVAL © EXISTING TO BE ADJUSTED TO GRADE - D WATER LINE ❑ ISRNG TO REMAIN PROTECT IN PLACE l \� _ D EX TREE' T ,.. \ DEMOLITION LEGEND DESCRIPTION SYMBOL LIMITS OF SURFACE DEMOLITION — — — — 1 INDICATES DEMOLITION it t. y D WALL NOTE: -v ''v, WA GMA D STO�GA DRAM, p \ ' \ \, / ALL EXISTING TREES TO BE PROTECTED IN PLACE UNLESS OTHERWISE �. 1 .:. < .___ \� ti f �{ Y - ,..,/ INLET \` PAS \ \ �',., \ v NOTED ON PLANS. ALL RWISE G UNDERGROUND UTILITIES TO BE PROTECTED IN PUCE UNLESS [d 1 •� � _ \., \\ ` _ \ OTHERWISE NOTED ON PLANS. 7 T A STO \ \ { f V. VALVES D DRAIN LET O - \ EXISTING EASEMENTS \ \ AN EASEMENT GRANTED TO OLIVENFWN MUNICIPAL ATER DISTRICT FOR WAL D i FENCI',rl� 0 PUBLIC WATER SERVICES, RECORDED NOVEMBER 7, 1984 AS INSTRUMENT N0. 84- 420396 (E\ BLDG C V ^, ( "t} BLDG i D P WALL A Z \ 238.37FF C i.. 38.41FF ._. - } „ \ v It y ' WALL A _.. y `� � - STORM DRAIN A k h i rte' 1 � LLL IF 17 ALL D PA STORM.DRAIN.A , Tb- 1 �-- `t >� 1 �- V A 1y �. "A'STORM DRAIN INLET 1 a\ y a 1 / TREE j -- STORM DRAIN Di A A I' BUILDIN WALL REMOVAL COqCRErE WALK fill 1 STORM DRAIN INLET D WAIT \ \ V A � REF i T- B UTILITY • __ —._.— _ - - W \ .,,.. STORM DR� N s \ \\ TREE A PA A\ Lit Xj ,� r L� STORM DRAIN LU}' ICI! LMIJTY (E) BLDG c ; PA , r A STORM DRAIN INLET " ] LTILn\ \l \ `� \`\ \i . \ \ 1� -� �`"•. J �-6s Z3S.�4FF TREED 7 �- _ ♦ A \ i \ \ s 'v �i I A STORM DRAIN � �\ ___� f j�,_i I I Li PA ��� CONCRETE a'C r,-/ l.,f' TREE k LfTY WOK ,.,! -!'__ D GD L— \ —� —, -- - r — — WALKWAY D \ �� r LIMN OF REMOVAL D STORM DRAIN STORM DRAT INLET N I LA SEWER .... :\ CLEANOUT STORM DRAIN INLET f I 1 \\ ❑ ' \�` PA CONCR - (E) BLDG K {. BUILDING HARDSC \ ` \ (E BLDG G J E} BLDG F 238.42FF \\ xI �37.38FF (� 1 " y \ 38.42FF e _ E A z9' of w D. sue. J _._ ,f x' _ _ IN WALL RE m _`l SCALE: 1° =120• m i m �� ,:.5 -r� -,1 �a z LL REHE ZCONCR WALK Lr F� UTILITY If 20 20 / D ] TY % c Ts6zz ' FUSCOE �_� •• - - - -�� 6390G w,0 D,Irq - -- - -_ -- — — -- —" SU t¢1 De <ol lamio 94 122 lel 858,554.1500 - u ssv7033 s = DEMOLITION PLAN CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL I K ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT GRADING PLAN SET SRN 5 -4 -20 DESCRIPDON: FOUND Fr. NO. 1028. NAMED p���--� INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL LN — 8' B IN DES RIB 0 A WFI MON M M k L� 04/22/2020 LS 56630 STAMPED BRYAN D. SMITH DATE PUBLIC WORKS NA - -- DATE: 11.20 -I6 _!///l/:2�'L���%����� NEW CLASSROOM BUILDING'P' LOCADON:^ LOCATED AT THE CENTER N IN RS CTION PLANNING NA - -- 2140 VILLAGE PARKWAY 13852 - G QE DIMER ry E 8�o4r�A "20 - R.C.E. NO.: C 25822 + rn /2NS_ EDWgm J. WW -nac MENGINEER ENCINITAS, CA 92024 RECORD FROM: ROS 18416 REVIEWER JOO 4/24 BRYAI ITH �� /*+sA SAN DIEGUITO UNION HIGH SCHOOL DISTRICT ELEVA11ON: DATUM: CITY ENGINEER DATE INSPECTOR. KK 4/24 EXP.: 06 -30 -2020 �� Di1� PLANNNG CASE N0: NZA APN:262 -060-81 SHEET 3 OF 10 i 1 CHANGE NO. �j (� j %l 1 �_ ETCH IX r H e1 234.6±IE �3R CONSTRUCTION NOTES: 1 ONNECT EX 8 119 �}Ff Qj 6" PERFORATED PVC UNDERDRAIN PIPE 31 236 -28FG MATCH IX , "� - 237.061E 15 O 8 CURB PER SDRSD G -1 ON SHEET 9 238.25FS �3 6" CUR R PER SDRSD G 2 ON SHEET 9 238.801E 11 i ®6" ROLLED CURB PER SDRSD G -04A ON SHEET 9 s!. � SO BIOFlLTRATION PLANTER PER DETAIL 'K' ON SHEET 6 6° PCC /6° AB PAVING PER GEOTECHNICAL RECOMMENDA 7f 4° PCC HARDSCAPE PER LANDSCAPE ARCHITECT P g 4" AC /14° AB AC PAVEMENT PER GEOTECH RECOMMENDATIONS 232.b1J� 10° IN / ol.,. 0 REMAIN �} O FENCE PER ARCHITECT PLANS J /f 238.01 / PROTECT 38.17FSE A ` MATCH IX. r ' b' N - 10 NOT USED �• 2 .}9 FS '_ 11 LANDSCAPING PER LANDS PLANS 23 961 1, °. 15237.001E 12 TURF PER PER LA E PUNJS SEAT WALL P NDSCAPE PLANS (J o / �J 1f / / ( .29F5 /�� -' 41E 38.30 ` \ \ 14 BROW INAL SLOPE SDRSD MODIFIED TO 1.00% MINIMUM 9 / 1 ' �Jj/ l 1(% �M� 238.2 ASIX. �. 1 °der J ! I q/ ♦ 1 R� EA DRAIN PER DETAIL 'J' ON SHEET 8 SID 6811 6811 I I 16 EXISTING UTILITY BOXES TO BE ADJUSTED TO GRADE 2 'I \/ 1 67 17 STORM DRAIN CLEANOUT PER SDRSD SC -01 ON SHEET 9 (� WALL OPENING FOR UTILITY PER STRUCTURAL PLANS 7 237.ODIE� -a -i' .Ao -.'. 1 19 PRE -CAST CONC. CATCH BASIN PER DETAIL 'H' ON SHEET 6 31 ® CONNECT TO EXISTING STORM DRAIN 840FS / � � s +'•.\ _ 21 DEEPENED CURB AND GUTTER PER DETAIL 'D' ON SHEET 6 238.45FS ' © CONTRACTOR TO POTHOLE AND COMMENCING ONST' UTILITY LOCATION, 238.49FG / TCH IX. 15 lg - DEPTH, SIZE PRIOR TO COMMENCING CONSTRUCTION y 237.00E'`:. I 2361901E ° 238.17FS 18 ©3' RIBBON GUTTER PER DETAIL 'F' ON SHEET 6 23)8.2 l)ll BUILDING ROOF DRAIN LOCATION. DISCHARGE OUTLET TO GRADE PER ( / f � J � i MATCH EX. • � k J 11 � ° 1 --� MEP PLANS )/• j( r / �I j /`�� -mss .`l7 ^ � � �' 6 �'j CURB OPENING PER DETAIL 'E' ON SHEET 6 237.231E IS U �r MATCH IX. 238. ` 75237.461 h� / t'` IS 237.91E �� 1 I I /r 11 ® FORMATION CATCH BASIN 'IPER SDRSD SHEET 6 08. SEE FLOW CONTROL A '- 237.271 238.01 TG / / / j I 3 . .�„ �� A - 7 © TYPE 'F' CATCH BASIN PER SDRSD D-07 ON SHEET 10 ,l , MATCH3EX. °` 15FL7 / _ C3 12 C-r 1j1 _ ® 6" DEEP 3--6- ROUNDED, WASHED COBBLE % ( 23776F5 EX 6 15237.061E J ® 5' CURB OR CURB @ GUTTER TRANSITION TO ROLLED CURB PER 7 MATCH IX. I r / SDSRD G-04-8 ON SHEET 9 MATCH E% 1 3 ®EX COMM & LINES TO REMAIN 30 CONCRETE PAVING PER LANDSCAPE PLANS M/ 239.t OTC PROTECT IN PLACE 238.63 31 6° MOW CURB PER LANDSCAPE PLANS 2 ~ '� 238.60FS HP j - 7 ^' - / m HEADWALL TYPE 'A' PER SDRSD D -30 ON SHEET 9 I 242.667W o LINES TO RE I 238.33FS HP n 238. (9 PROTECT IN VICE 3551E -12" - -' ®© CONCRETE PROTECTION FOR STORMDRAIN PIPE PER SDRSD SP -03 PAD, °s ON SHEET 10. ((% 237101E IS 4 =1 X71 239 02TC SID / 238.52FS SD 8 _ T SY STORM DRAIN DATA TABLE LINE $ DIRECTION /DELTA LENGTH SLOPE SIZE /MATERIAL Q 1€ - .88FS - Z $20'50'11'E 15.44' 1.60% 10" PVC 238.70FG y O2 S69'09'49'W 18.39' 1.60% 10" PVC 1 t - O S2O50'11E 63.96' 0.50% 12" PVC 237.031E -4° 233.591E -12 4� - - z 238.78F.L 22 i r 236.911E 238.90FF v $ L . n a ® ® S24'09'49mY 3.81' 0.50% 12° PVC 238.8 FS DEPTH 4' 1923g,65TG 1 9 y Q S89'09'49'N 74.92' 0.50% 12° PVC g 236.921E 1.6% ggI i "� © 5729'22'E 95.52' 0.50% 12° PVC / 7 238.76FS g ' 1.7.. Q7 N20'S0'11 °W 25.69' 0.50% 4" PVC 1 L 3I 2 ;•+•• © S69- 09'49*W 20.95' 0.50% 4" PVC IICC 2 l� 2 D 238.88FS ® 0 N6WO9'49 "E 1.67' 5.39% 4" PVC I 0 S20'48'330E 66.44' 0.50% 4" PVC yH, 1.0% 6 q� 24 24 Jr 238.71 FG 238 4TC SD 24 11 SD SD SD N24'09'49 "E 2.83' 0.50% 4° PVC t11 238 14FS - 1© S20'50'06"E 16.30' 0.50% 4" PVC U `✓ OP7 233.761E -12" 238.53TC 8.53TC 238.8570 238.82TC 13 N6WO9'49 "E 62.57' 0.50% 4° PVC N W O 238.32FL 238.03FL 2 236.03FL 2 238.35F5 2 2 23 W 14 N707'04iY 20.12' 0.50% 4" PVC T 15 N729'22*W - 22.60' 17.0% 4" PVC l -'21 EGIN - -- Nt 8 NI - { X O 23820TC1 237961 FL 238- 25237.51 F1 FNO _ _- �jirr 8 237JOFLI 2J 237.61 FL 25 23 O23§. OTC 238.2070 21 - _ 18 S729'22"E 2359' 6.61% an PVC OTC 237 80FL 237.61 FL 25 237.708 237.70F1 - 17 53736'57E 12.48' 0.50% 4° PVC 1 7.70FL /HP 238. OT 238.2070 237.82F 3 . TC 239 80TW '' I 238.0 26 m 236.701E 237 70FL 21 237.82FL 2382070 237.70FL HP 21 237.85FL 3 0.5% @39.OBT0 238 65FG) " " 78 S729'22 "E 23.25' 0.50% 4• PVC __ HP 7, IF MATCH EX / 17 19 54744'30'W 11.98' 0.508 6" PVC ` ®LI TO REMAN 236.2 M _ 37.70E - 17 P OTECT IN PLACE 234. I 2i4 J 32 T ti T - - _�- 23 -_- 23 ®0 58T30'38°W 8.400 0.50% 4° PVC 28 r 28 2361OR1 17 238. 237. - 1 234.221E 1-Dy. - - 1 N8T30'38 °E 8.40' 1.00% 4" PVC 23 .7oFL 6.70 FG 77 F + tO8FL �EJ - 123 * N72 "W 1050' 0.50% 4" PVC _.-- F . 3' 0.50% 10° PVC ` mS8T 3 �1' 152.01' 0.50% 10- PVC 2 H `t J 4.701E -OUi 10' � 14 � - - J- -� CHI - --^-`- , ®5 58730'38 125.08' 0.50% 6° PVC "�. FU E i s 40) Q �s MAT _- --�iJ� `710' 0' 5' 10' _ 237.537 _ Nil ■1 1 ■i _ _ e�eo c.ee °.,rcn oa.. s.n. vo, x. o� \ 3" ORJCE-(5j _ -� SCALE: 1° = 1O Ic1858556 .1500 °bn 858 5W.W]5 �www� mA m 931'. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVA °RAWN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPA ° JOO 4/22/2020 D°ESC 8. NAMED EN - PB° ONB S PRNO. S 2A INi. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL W n WON UM 2020 STAMPED IS 5 663 " BLI C WORKS DATE: ILZO.M �'/ NEW CLASSROOM BUILDING'P' LOCATION: LOCAM AT THE CERICRUNE INTERSECDON BRYAN D. SMITH i.1�.iAAL 2150 VILLAGE PARKWAY nr A NING - R.C.E. NO.: C 75822 d owfxs mnuro d. w rs - rtaaNl prc cxslHEtR ENCINITAS, CA 92024 RECORD FROM: ROS 18418 REVI BRYAI SMITH n�.I B L Zo /$ SAN DIEGNTO UNION HIGH SCHOOL DISTRICT ELEVATION: DATUM: NAVDB8 CTIY DATE INSP PLANNING CASE NO: N A APN: 257A50 -81 w1 4" 49�OFESSIgV_ m C 7822 * �D P. as -3o-zo s q CIV OF C DRAWING NO. 13852 - G HEE OF 10 SHEET 4A SUPERSEDES THIS SHEET os \ \ \ GS \ \ OS \ Q C�j 238.29FS mJ N r� h4�1 i STGO� ./ \ / 23 31E 15 ... R/ \ / \ 238.20T 15 238.22FL - 2271E 238.01TG 23 237.53MP / MATCH EX. I RD 238.44FS \ \ 23846 / 7 I� ° / MATCH EX. 7 .44F FFS8.39 tl� II II-B� II II N/ 239.1 OTC PAD `: c 238.6OFS HE 7 238.69F5 FS 238 X. MM 22 233:561 E 242.66TW %Y o LINES TO RE AIN 237.03 -4 238.65 238.33FS HP / 2386 c PROTECT IN LAGE 2383D61E =12 'SD PAD1 238.3 0TO 15 - 11 237.1191L 6 ' 237101E 4 TC 233581E 238.52FS SO 8 'S` n UP �1 2 W 243.271W 1'D% 238.SSFS 3 238.70FG ,� I 238.88F5 . 1 -4" 8 22 233.591E -12" 40 .7 F AP X. 19 `- 9 236.911E 238.37FS DEPTH 4 238.65lb g 236.921E' 1 G 2 {o K F 238.88FS p 1... 2 24 238.71 FIG 238 64TG SD SD 238 14F P 11 233.761E -12" T 2 f �rA ° 238.03FL LINES TO REMAIN 236.70RIM PROTECT IN PLACE 234.471E K / 1 ffi IDES 234.621E 2 j CONSTRUCTION NOTES: ATCH CH E / 20 22 CONNECT EX 8" 8' 44F A CJ cp 61 23 28FG F I O1 6" PERFORATED PVC UNDERDRAIN PIPE 237.90T 15 Q2 6" CURB PER SENSE) G-1 ON SHEET 9 - 237.061E 38.25FS MATCH EX. 7. T 15 Q3 6" CURB &GUTTER PER SDRSD G -2 ON SHEEP 9 236.801E 238. Oq 6" ROLLED CURB PER SDRSD G -040 ON SHEET 9 \ 87F5 LP BIOALTRATION PLANTER PER DETAIL 'K' ON SHEET 6 / - © 6" PCC /6" AB PAVING PER GEOTECHNICAL RECOMMENDATIONS 237 G 64T ? 232 601E -12" OUT) 7 \I Q7 4" PCC HARDSCAPE PER LANDSCAPE ARCHITECT PLANS 232711E -12" IN ((S)) -22 X OR RAIN 232.74 -10" LIT (E) / / °f TO REMAW © 4° AC /14° AS AC PAVEMENT PER GEOTECHNICAL RECOMMENDATIONS I I :PROTECT' -IN PLACE O9 FENCE PER ARCHITECT PLANS 238.01 FS / 238.17F6 MATCH EX / \ �'- x'16 238.04FS 10 NOT USED z /S9" 22 \\ '` 238.19FS II LANDSCAPING PER LANDSCAPE PLANS J \_ 238.16FS \ _` 15237.00E 12 TURF PER PER LANDSCAPE PLANS rrrr 11 232.8 IE -10° 2 .30FS �, \\. ��� - 22 14 BOW WALL DITCHP PER BORED 0-75 TYPE 'B' ON SHEET 9. 236. 41E \ LONGITUDINAL SLOPE MODIFIED TO 1.00% MINIMUM 11 IS AREA DRAIN PER DETAIL 'J' ON SHEET 6 / 666 r SO 2 6811 I. \ 16 EXISTING UTILITY BOXES TO BE ADJUSTED TO GRADE 99 1_ 2 8.17F5� 2 6 79. 17 STORM DRAIN CLEANOUT PER SDRSD SC -01 ON SHEET 9 { o IE 6 18 WALL OPENING FOR UTILITY PER STRUCTURAL PLANS 7 y �- /ry. � 237.90TG 15 ^l I . SD 2 / 237001E 19 PRE -CAST CONIC CATCH BASIN PER DETAIL 'H' ON SHEET 6 FS 11 / 238.90FF 237 234.221E 0 _ I/ 7 237. 1 - 23804 22FS' FS 31 17F 20 CONNECT TO EXISTING STORM DRAIN 21 DEEPENED CURB AND GUTTER PER DETAIL 'D' ON SHEET 6 238.07FS w - 22 CONTRACTOR TO POTHOLE AND FIELD VERIFY UTILITY LOCATION, @238. 115 fE DEPTH, SIZE PRIOR TO COMMENCING CONSTRUCTION 237.00E 236.961E 236 90 23 L 18 23 3' RIBBON GUTTER PER DETAIL 'F' ON SHEET 6 F 24 BUILDING ROOF DRAIN LOCATION. DISCHARGE OUTLET TO GRADE PER MEP PLANS CURB OPENING PER DETAIL 'E' ON SHEET 6 OV• j�;�238.00TG SO 238.31 FS !`� 11 (26 TYPE 'G -1' CATCH BASIN PER SDRSD D -08. SEE FLOW CONTROL °237.191E \� INFORMATION PER DETAIL IT ON SHEET 6 SID I 7 ' - 27 TYPE 'E CATCH BASIN PER BORED D-07 ON SHEET 10 1 12 15 38.30TG I'.� 28 6" DEEP 3"-6" ROUNDED, WASHED COBBLE + 237.061E 29 5' CURB OR CURB & GUTTER TRANSITION TO ROLLED CURB PER SDSRD G -04 -B ON SHEET 9 S 22 PROTECT IN PACE LINES TO REMAIN CONCRETE PAVING PER LANDSCAPE PLANS F / 31 6" MOW CURB PER LANDSCAPE PLANS HEADWALL TYPE 'A' PER SENSE D -30 ON SHEET 9 O33 CONCRETE PROTECTION FOR STORMDRAIN PIPE PER SDRSD SP -03 ON SHEET 10. IQ Z) A - Z 338. 88FS (E) BLDG P I Z 38.90FF O LL O LL SD 4 1>1 Ln 4 238.34FL 2 2 I W 23 Lu 8 VJ I 238.45TC 2397 SO2 1 I 237.95FL 3 0.5% 239.08TD MATCHSEX. /u�j 37.80 - = 23 FIL 37.70FG 14 - _ T - F 239.32E n EX. 2 239. (240) m � ATCH EX. STORM DRAIN DATA TABLE LINE # DIRECTION /DELTA LENGTH SLOPE SIZE /MATERIAL O1 S20'50'11 "E 15.44' 1.60% 10" PVC O S69'09 49'W 16.39' 1.60% 10" PVC O3 S20-501I "E 6196' 0.50% 12" PVC OS S69-09 49 -V 88.62' 0.50% 12" PVC 6 52'25'54 "E 83.60' 0.50% 12" PVC 7 N20I t "W 25.69' 0.507 4" PVC © S69'09 49'W 20.95' 0.50% 4" PVC O9 N69- 0949 "E 1.67 539% 4' PVC 10 520'48 33 E 66.44 0.50% 4" PVC 11 N2,PTO "E 2.83' 0.507 4' PVC 12 S295006E 16.30' 0.50% 4" PVC 13 N69'09'49 "E 6257' 0.50% 4" PVC 14 NZ07704V 20.12' 0.50% 4" PVC 15 NP729'22W 22.68' 17.0% 4" PVC 16 52'29'22 "E 23.59' 6.61% 8" PVC 17 532'36'57 "E 12.48' 0.50% 4" PVC 18 52'29122 "E 23.25' 0.507 4" PVC 19 S42'44'30'W 11.98' 0.50% 6" PVC 20 S87'30'38'W 25.91' 0.50% 4" PVC 21 N8T30'38 "E 8.40' 1.00% 4" PVC 2 N2'9' W __k4I X,5 QZ, PC Q3 N55'57'20 "W 13.03' 0.50% 10" PVC ® SBT30'38'W 148.67' 0.50% 10" PVC 5 SBT30'38'W 125.08' OL`5T7 6 7C' 14 A V \ -" -' *�- - 23 06 -30-20 P IF qE%P. IV �OF CPVFO �� x °Y'' ° 26 40) MATC 10' 0' 5' 10' . FUSCOE 22 .50FL 237.53T Q m 1- -� -�� i 1 N[ 1 N 1 1 [ 1 N• .O2F1 J1E -IN 1 SCALE: 1" 10' e 0 f 170. x„01.9., c.N,mm U122 GRADING PLAN - -DRAWN teI 85a.5s4.150-,, . III CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED BY: BY: cHECKEO BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT GRADING PLAN SET SRN 1 5 -4 -20 DESCRIPTION: FOUND PT. NO, 102x. NAMED 1NT. DnTE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL ENC-28" BEING DESCRIBED AS A WELL MONUMENT 04/22/2020 DATE: 4/22/2020 jl.� NEW CLASSROOM BUILDING'P' 'LS PUBLIC WORKS STAMPED 5663" BIT'S N SMITH DATE - -- 'I 13852 - G PLANNING LOCATION: LOCATED AT THE CENTERLINE INTERSECTION OF TURNER AVENUE AND SHIELDS RECORD FROM ROE 18416 ELEVATION: .4 DATUM: NAV . g,,,,,,oy„y,4 �.p0 BRYAN D. SMITH R.C.E. EXP.: NO.: C 75822 06 -30 -2020 FOR JESSE OYIENE EDWARD J. WIMMER - II CITY ENGINEER 4/24/2020 DATE DATE PLANNING CASE NO: N/A 2150 VILLAGE PARKWAY ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN:257- 050-81 REVIEWER *Z0 4/24 CITY ENGINEER DATE INSPECTOR 4/24 SHEET 4A OF 10 \PR0JEC \1695 \002 \PL1JJS \PRECISE GRADING \BUILDING P GWING PL1NS \1695- 002GP- C4- C5- GP.DWG (04 -22 -20 10PIDAPS Q PII 6y: Lixtte Soloior sr7 44i --_ , �1 ( EX STORM DRAIN 237.061E 15 TO REMAIN PROTECT IN PLACE J _ MATCH FY 238.34FS Mi c �• 1� 1 I _ 1 1 , ,' 236.681E A a=l Milk zig,, (238 28FST MATCH EX. �J \ P4 \ SO GJ G 63TG 2 6±TG HE. 0 W £k P C H"V KIY4 G 7 239.34TC E -END 6" CURB'S E 238.84FS 23B.84TC /FS(W) 7BEGIN CURB 240- _ -- - 2 - Z TW , -` -_ - 243 x- jl CHANGE N0. dOpr DESCRIPTION APPROVED DATE BENCHMARK Idlor I I I IRECORD FROM: ROB 18416 F:\ PROJECTS \1695 \0]2 \PVJJS \PRECISE GPPDING \BUILDING P GRADING PIFNS \1695- G02GP- C4- C5- GP.GWG (I1 -20 -18 10:4 01MA) PlWt,d by liz"Ha ¢alazor 5.7% 107% AS -BUILT x O 0 s 1 / J /1 if / T / � 46. 1TW 2481 FG '238.00FS ; o / It 236.30M 17 233.741E I 7.8 G I I o 2 / I _ ^ / 2 .95FG r 1 � .32FG I li It 44 � it I if / TC x 1 MATCH EX.I 2 .14FS 243.54FL1 It 1 / MATCH IX.1 it 6 1 / 4^ Rllmll WINE 7`. 4 .0 � MATCH EX. :GE P p yR DESIGNED DRAWN BY CH K Y X865 I HuV ADS In I DATE I PLANS PREPARED UNDER SUPERVISION 0 DATE: 17: dA� BRYAN E E" 06-30-2020 p 1 1 1 1 1 a 1 11 � 1 1 1 1 ENGINEERING DIVISION APPROVALS MMENDED: APPROVED: WWN$ ED MD J. WF I - 11Y5YILL c" mm-m CONSTRUCTION NOTES: Q 6" PERFORATED PVC UNDERDRAIN PIPE O 6" CURB PER SDRSD G -1 ON SHEET 9 0 6" CURB & GUTTER PER SDRSD 0-2 ON SHEET 9 ® 6" ROLLED CURB PER SDRSD G -04A ON SHEET 9 OS 810FILTRATION PLANTER PER DETAIL 'K' ON SHEET 6 © 6" PCC /6" AB PAVING PER GEOTECHNICAL RECOMMENDATIONS ii? PCC HARDSCAPE PER LANDSCAPE ARCHITECT PLANS AC /14" AB AC PAVEMENT PER GEOTECHNICAL RECOMM ONS CE PER ARCHITECT PLANS USED DSCAPING PER LANDSCAPE PLANS RF PER PER LANDSCAPE PLAN T WALL PER LANDSCAP S OW DITCH PER SD 0' -75 TYPE 'B' ON SHEET 9. GITUDINAL SL ODIFIED TO 1.00% MINIMUM EA DRAI DETAIL •J' ON SHEET 6 TILTIY BOXES TO BE ADJUSTED TO GRADE RM DRAIN CLEANOUT PER SDRSD SC -01 ON SHEET 9 LL OPENING FOR UTILITY PER STRUCTURAL PLANS 19 PRE -CAST GONG. CATCH BASIN PER DETAIL 'H' ON SHEET 6 ® CONNECT TO EXISTING STORM DRAIN 21 DEEPENED CURB AND GUTTER PER DETAIL V ON SHEET 6 O CONTRACTOR TO POTHOLE AND VERIFY UTILITY LOCATION, DEPTH, SIZE PRIOR TO COMMENCING CONSTRUCTION ©3 3' RIBBON GUTTER PER DETAIL 'F' ON SHEET 6 24 BUILDING ROOF DRAIN LOCATION. DISCHARGE OUTLET TO GRADE PER MEP PLANS 25 CURB OPENING PER DETAIL 'E' ON SHEET 6 ® TYPE 'G -1 • CATCH BASIN PER SDRSD D -08. SEE FLOW CONTROL INFORMATION PER DETAIL T ON SHEET 6 © TYPE 'F' CATCH BASIN PER SDRSD D -07 ON SHEET 10 Q 6" DEEP 3 " -6" ROUNDED, WASHED COBBLE 0 5' CURB OR 8 CURB SHEET gR TRANSITION TO ROLLED CURB PER SDSRD ® CONCRETE PAVING PER LANDSCAPE PLANS 31 6" MOW CURB PER LANDSCAPE PUNS 0 HEADWALL TYPE 'A' PER SDRSD D -30 ON SHEET 9 3© CONCRETE PROTECTION FOR STORMDRAIN PIPE PER SDRSD SP -03 ON SHEET 10. EASEMENT NOTES: AN EASEMENT GRANTED TO OUVENHAIN MUNICIPAL WATER DISTRICT FOR PUBLIC WATER SERVICES, RECORDED NOVEMBER 7, 1984 AS INSTRUMENT NO. 84- 420396 STORM DRAIN DATA TABLE ,N __- c, SLOPE SIZE /MATERIAL ® S87-30.38V 152.01' 0.50% 10" PVC ® 2 125.08' 0.50% 238.84TC 238 84TC 23 CURB HEIGHT ® N4T29'27W UP HEIGHT 2 .. © N3T26.20•W .34FL 23851 FL 23 VARIES 1.00% 6" PVC VARIES N8741'20 "E 13.74' 1.00% 4" PVC 29 S729'22 "E 19.78' 1.00% 4" PVC 30 N87'30'38 "E 14.30' 0 4" PVC 0 23B ° o 1.00% 4" PVC 3© .-! 16.50' 1.00% 23 \ a S2'29'22 "E 38.43' 1.00% 6" PVC 4 s 5706'32 "E 13.11' 7.00% 4" PVC 3 N44'47'59'E 238.8810 1.00% 4" PVC 238.82TC 239 80TW 238.16FL 1 238.3211 239.96TC 2}9.0 TTC • 23865FG �. 3 �. 3 23� �23853FL MATCH EX. 0.59" -- - 2 - Z TW , -` -_ - 243 x- jl CHANGE N0. dOpr DESCRIPTION APPROVED DATE BENCHMARK Idlor I I I IRECORD FROM: ROB 18416 F:\ PROJECTS \1695 \0]2 \PVJJS \PRECISE GPPDING \BUILDING P GRADING PIFNS \1695- G02GP- C4- C5- GP.GWG (I1 -20 -18 10:4 01MA) PlWt,d by liz"Ha ¢alazor 5.7% 107% AS -BUILT x O 0 s 1 / J /1 if / T / � 46. 1TW 2481 FG '238.00FS ; o / It 236.30M 17 233.741E I 7.8 G I I o 2 / I _ ^ / 2 .95FG r 1 � .32FG I li It 44 � it I if / TC x 1 MATCH EX.I 2 .14FS 243.54FL1 It 1 / MATCH IX.1 it 6 1 / 4^ Rllmll WINE 7`. 4 .0 � MATCH EX. :GE P p yR DESIGNED DRAWN BY CH K Y X865 I HuV ADS In I DATE I PLANS PREPARED UNDER SUPERVISION 0 DATE: 17: dA� BRYAN E E" 06-30-2020 p 1 1 1 1 1 a 1 11 � 1 1 1 1 ENGINEERING DIVISION APPROVALS MMENDED: APPROVED: WWN$ ED MD J. WF I - 11Y5YILL c" mm-m CONSTRUCTION NOTES: Q 6" PERFORATED PVC UNDERDRAIN PIPE O 6" CURB PER SDRSD G -1 ON SHEET 9 0 6" CURB & GUTTER PER SDRSD 0-2 ON SHEET 9 ® 6" ROLLED CURB PER SDRSD G -04A ON SHEET 9 OS 810FILTRATION PLANTER PER DETAIL 'K' ON SHEET 6 © 6" PCC /6" AB PAVING PER GEOTECHNICAL RECOMMENDATIONS ii? PCC HARDSCAPE PER LANDSCAPE ARCHITECT PLANS AC /14" AB AC PAVEMENT PER GEOTECHNICAL RECOMM ONS CE PER ARCHITECT PLANS USED DSCAPING PER LANDSCAPE PLANS RF PER PER LANDSCAPE PLAN T WALL PER LANDSCAP S OW DITCH PER SD 0' -75 TYPE 'B' ON SHEET 9. GITUDINAL SL ODIFIED TO 1.00% MINIMUM EA DRAI DETAIL •J' ON SHEET 6 TILTIY BOXES TO BE ADJUSTED TO GRADE RM DRAIN CLEANOUT PER SDRSD SC -01 ON SHEET 9 LL OPENING FOR UTILITY PER STRUCTURAL PLANS 19 PRE -CAST GONG. CATCH BASIN PER DETAIL 'H' ON SHEET 6 ® CONNECT TO EXISTING STORM DRAIN 21 DEEPENED CURB AND GUTTER PER DETAIL V ON SHEET 6 O CONTRACTOR TO POTHOLE AND VERIFY UTILITY LOCATION, DEPTH, SIZE PRIOR TO COMMENCING CONSTRUCTION ©3 3' RIBBON GUTTER PER DETAIL 'F' ON SHEET 6 24 BUILDING ROOF DRAIN LOCATION. DISCHARGE OUTLET TO GRADE PER MEP PLANS 25 CURB OPENING PER DETAIL 'E' ON SHEET 6 ® TYPE 'G -1 • CATCH BASIN PER SDRSD D -08. SEE FLOW CONTROL INFORMATION PER DETAIL T ON SHEET 6 © TYPE 'F' CATCH BASIN PER SDRSD D -07 ON SHEET 10 Q 6" DEEP 3 " -6" ROUNDED, WASHED COBBLE 0 5' CURB OR 8 CURB SHEET gR TRANSITION TO ROLLED CURB PER SDSRD ® CONCRETE PAVING PER LANDSCAPE PLANS 31 6" MOW CURB PER LANDSCAPE PUNS 0 HEADWALL TYPE 'A' PER SDRSD D -30 ON SHEET 9 3© CONCRETE PROTECTION FOR STORMDRAIN PIPE PER SDRSD SP -03 ON SHEET 10. EASEMENT NOTES: AN EASEMENT GRANTED TO OUVENHAIN MUNICIPAL WATER DISTRICT FOR PUBLIC WATER SERVICES, RECORDED NOVEMBER 7, 1984 AS INSTRUMENT NO. 84- 420396 STORM DRAIN DATA TABLE LINE # DIRECTION/DELTA LENGTH SLOPE SIZE /MATERIAL ® S87-30.38V 152.01' 0.50% 10" PVC ® SBT30'38V 125.08' 0.50% 6" PVC ® N4T29'27W 4.81' 0.50% 10" PVC © N3T26.20•W 29.97' 1.00% 6" PVC ® N8741'20 "E 13.74' 1.00% 4" PVC 29 S729'22 "E 19.78' 1.00% 4" PVC 30 N87'30'38 "E 14.30' 1.00% 4" PVC 0 S2'29'22 "E 17.57' 1.00% 4" PVC 3© S20.50'11 "E 16.50' 1.00% 6" PVC © S2'29'22 "E 38.43' 1.00% 6" PVC 4 s 5706'32 "E 13.11' 7.00% 4" PVC 3 N44'47'59'E 14.75' 1.00% 4" PVC 10, o D• 5• ,D• *. FUSCC� 63YO G,¢¢nvi[h on.., Suiro 170, S"" Di",, G t1l 858.554.1500" fm85859T03351 v J CITY OF ENCINITAS - DEVELOPMENT SERVICES DE 'GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL NEW CLASSROOM BUILDING'P' 2150 VILLAGE PARKWAY ENCINITAS, CA 92024 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT IANNING CASF NO- N/A APN: 257 -050$1 �TgESSJ - wm � C 75822 �EKP. 06 -3?20 3 q CIVh OF CA GRADING PLAI DRAWING NO. 2 -G SHEET 5A SUPERSEDES THIS SHEET EX STORM DRAIN 237.901 15 TO REMAIN 237.061E PROTECT IN PLACE MATCH EX. I / 238.34F5 MATCH IEX. F / MATCH EX. MATCHSEX. 238.20FG O A SO 37 BOTG Y 38 OTG l0 15 L � IL 2 8;08 . - 31 236.001E 15 .41E CO P I: 'y22A'\ MATCH EX. �Qj CLV IQ 8.04FS 236.931E -4" 233.011E -10° .90TG 238.08FS .001E 237 95FS 19 4 "x 237.85TG - 236.851E - S 5fIE 20 22 15% s0 NNEC1 EX 6.. 1 .._ 13 30 11 23 . EX -R DRAIN 8. 1 1BW TO REMAIN 22 EX. � '•'- �� 6.661E 6" '1 F �.S MAT EX.O PROTECT IN PLACE � 236.00TG 15 "'7 \ / IE -6" � �� - P � 239.63TG F \� 13 SO C`� 236431E) `\ 2F5 238.28FS 11 Pq 38.28FS 2 6.681E 6 1ATC�EX. O � / 7 F \� 23 22F Wk� PCC \ �/\ 46 1TW Sp �_o� 238.15FS 2 7.99F5 WgY - 24Q81FG) `� \ SD�.�' 236.591E -4" MATCH 237.95FR $ 236.681E -6' 23 47FG) / 13 \ +� 233.401E -10" - 6901E. /eg, 71'Pf G` 16 239.81TW 18 Sp • ��� 23730TG / Cg (238.118W 11-11p Illy 30 ^�/ 236.521E 13238.28E SO Z F \ Z3Z55 /f �T /.5^ ORF ze 238.0 OF5 j0 %. `` �' -. 238A0FL 23 3E 70 "iWilCf (F) e\ O / SDCO 17 SO 11 32 _ 236.30RIM 233.741E 7 MAPS: � xi ne .4 1 ��� 5 \ _.SMP2 J Z 23848FS2 8.4 FS ` 3G 01615 236.561E 8 234530 I 7. O / OI 15 23 30TG... a % Q / / 238 63 6 Q 2386 6 (2 J F & �a z 238. S I '//� 11 31.7 F 237.80FG O X246 5TW Z 24 95F O O 2 8.32170 234.831E O 244 TW F F 238. BEG � e 238.90FF "° O � O \ ` 246s 24 "x24" 19 (240.55FG) V I 238.73FG 237A TG (238.34FG) 235.001E 244. FS WI L J 239.34TC E -END 6" CURB 238.84F5 u�/ o I 244.041C W 24 4 238.84TC /FS(W) -BEGIN /FLUSH CURB 240 244.6416 MATCH EX.I I 21 244 14F 29 GB. 43.54FL 2 I w 8.83TC R H HT 5.7 MATCH E 2 238.33FL T CURB HEIGHT 2 _ 23 V VARIES 238 50F VARIES 7f X. W/ - J 23 1 N 1 - 238,63 238 80TC a 23980TW 23813FL 23830FL 238.961C T 4 . T 0.57 1N5 (238 65FG) 3 238.46FL . 53FL 2 245.46E MATCH EX 10.7% JH38 2 - (237.71FG) 2 1 P 39`6G 45.55TC s _ }F 2 MATCH EX � �- - 245 05F . 4 4 � - 52±F5 OE _ - _ TOOT EXISTIN 29 MATCH EX. (245) - -x- INS IN PLACE 245.0 }FS MATCH /W- X S x ___ - x -- _ _ x CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK - AS -BUILT APPROVAL DESIGNED By DRAWN BY: 1 CHECKED BY: EN AS -BUILT GRADING PLAN SET SRN 1 5 -4 -20 DESCRIPTION: FOUND PT. NO, 102x. NAMED INT. DnTE PLANS PREPARED UNDER SUPERVISION OF RECOMMI ENC -28' BEING DESCRIBED AS A WELL MONUMENT 04/22/2020 STAMPED 'L5 5663" PUBLIC WORKS NA - -- T DATE: 4/22/2020 LOCATION: LOCATED AT THE CENTERLINE INTERSECTION BRYAN D. SMITH DATE PLANNING NA - -- IZI \C�� k a� R.C.E. NO.: C 75822 JESSE DWENS OF TURNER AVENUE 184 SHIELDS $twn pYow.f 6120 REVIEWER JQO 4/24 RECORD FROM ROS 18416 BRYAN D. SMITH ELEVATION: .4 DATUM: NAV CITY ENGINEER DATE INSPECTOR KK 4/24 EXP.: 06 -30 -2020 DATE rPROJEC \1695 \002 \PEWS \PRECISE GRADING \BUILDING P GRkeNG PEWS \1695- 002GP- C4- C5 -GP -0WG (04 -22 -20 10:40:45 ) Ploaed 6y: Lixite Soloior x x/ x 3� I I I I�� I I I x I � II P II I II I I I 1 I - LENGTH SLOPE SIZE /MATERIAL CONSTRUCTION NOTES: OI 6" PERFORATED PVC UNDERDRAIN PIPE O 6" CURB PER SDRSD G -1 ON SHEET 9 O 6° CURB & GUTTER PER SDRSD G -2 ON SHEET 9 O4 6° ROLLED CURB PER SDRSD G -04A ON SHEET 9 OS BIOFILTRATION PLANTER PER DETAIL 'K' ON SHEET 6 © 6° PCC /6" AS PAVING PER GEOTECHNICAL RECOMMENDATIONS O7 4" PCC HARDSCAPE PER LANDSCAPE ARCHITECT PLANS O 4" AC /14" AS AC PAVEMENT PER GEOTECHNICAL RECOMMENDATIONS O9 FENCE PER ARCHITECT PLANS 10 NOT USED 11 LANDSCAPING PER LANDSCAPE PLANS 12 TURF PER PER LANDSCAPE PLANS 13 SEAT WALL PER LANDSCAPE PLANS 14 BROW DITCH LONGITUDINAL P R GITUDINALSLOPE M D-75 P ODIFIED TO 1.00% MINISHEET 9 U 15 AREA DRAIN PER DETAIL 'J' ON SHEET 6 16 EXISTING UTILITY BOXES TO BE ADJUSTED TO GRADE 17 STORM DRAIN CLEANOUT PER SDRSD SC -01 ON SHEET 9 18 WALL OPENING FOR UTILITY PER STRUCTURAL PLANS 19 PRE -CAST CONC. CATCH BASIN PER DETAIL 'H' ON SHEET 6 20 CONNECT TO EXISTING STORM DRAIN 21 DEEPENED CURB AND GUTTER PER DETAIL 'D' ON SHEET 6 22 CONTRACTOR E FIELD LOCATION, PRIOR TO COMMENCING CONSTRUCTION UCTION DE 23 3' RIBBON GUTTER PER DETAIL 'F' ON SHEET 6 24 BUILDING ROOF DRAIN LOCATION. DISCHARGE OUTLET TO GRADE PER MEP PLANS 25 CURB OPENING PER DETAIL 'E' ON SHEET 6 26 TYPE 'G -1' CATCH BASIN PER SDRSD D -08. SEE FLOW CONTROL INFORMATION PER DETAIL T ON SHEET 6 27 TYPE 'F' CATCH BASIN PER SDRSD D -07 ON SHEET 10 28 6' DEEP 3 " -6" ROUNDED, WASHED COBBLE 29 5' CURB OR CURB & GUTTER TRANSITION TO ROLLED CURB PER SDSRD G -04 -B ON SHEET 9 ® CONCREFE PAVING PER LANDSCAPE PLANS 31 6" MOW CURB PER LANDSCAPE PLANS 32 HEADWALL TYPE 'A' PER DUREN D -30 ON SHEET 9 O CONCREFE PROTECTION FOR STORMDRAIN PIPE PER SDRSD SP -03 ON SHEET 10. EASEMENT NOTES: AN EASEMENT GRANTED TO OLIVENHAIN MUNICIPAL WATER DISTRICT FOR PUBLIC WATER SERVICES, RECORDED NOVEMBER 7, 1984 AS INSTRUMENT N0. 84- 420396 STORM DRAIN DATA TABLE LINE ✓f DIRECTION /DELTA LENGTH SLOPE SIZE /MATERIAL 24 S87-30'38-W 148.67' 0.50% 10" PVC 25 S8T3C38"W 125.08' 0.50% 6" PVC 26 4472W22V 4.81' 0.50% 10" PVC 2Q 4372C20W 29.97 1.00% 6" PVC 28 N87-41120 "E 13.74' 1.007 4" PVC 29 5229'22 "E 19.78' 1.00% 4" PVC 30 N8T30'38 "E 14.30' 1 00% 4" PVC 31 S72922E 17.51 1.00% 4" PVC 3Q 520'5011 E 16.50 100% 6 PVC 3� 522922E 38.43' 100% 6 PVC 34 5705 32 E 13.11' 7.00% 4" PVC 35 N44'4]'S9 "E 14.]5' 1.00% 4" PVC 1 - I I I I �LOFESSOn,- I I wm =� I I , tt C 75822 a * EXP. 06 -30 -20 ;I I Sf CIVIL T IlIi,FUSCOE "�° ° "�`� Ol 5' Illm , I SCALE: 1" = 10' - 1 N [ 1 ■ 1 1 [ I N [ INEW SHEET eta,as,;.; oo -b e58.59To99s- 9.n."C 000Ulxx GRADING PLAN ZING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. APPROVED: GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL NEW CLASSROOM BUILDING'P' FOR / 2150 VILLAGE PARKWAY 13852 - G EDWARD J. WNMER - INTERIM CITY ENGINEER ENCINITAS, CA 92024 4/24/2020 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT DATE PLANNING CASE NO: N/A APN: 257- 050-81 SHEET 5A OF 10 ON SHEET 9 MINIMUM FLOW DEPTH 6" SECTION G J NTS SECTION NTS EXPANSION JOINT FILLER MATERIAL PROPOSED SIDEWALK EXISTING SIDEWALK a A C1 LANDSCAPING OR MULCH PER LANDSCAPE PLANS FINISHED PROPOSED SIDEWALK GROUND C2 SECTION 6 NTS TURF PER LANDSCAPE PLANS PROPOSED SIDEWALK FINISHED GROUND C3 SECTION B NTS C &G SDRSD G -02 1 1/2" -F� AC PAVING w — CONTINUOUS rn .dl #4 REBAR �C DEEPENED CURB NOTES: 1. CURB AND GUTTER PER SDRSD G -02 MODIFY AS SHOWN 2. FOR CURB AND GUTTER ADJACENT TO BIOFILTRATION BASIN, DEEPEN BOTTOM OF CURB 12' AS SHOWN. 3. ALL CURB AND GUTTER SHALL BE FOUNDED ON COMPACTED SUBGRADE ELEVATION TABLE BMP ID FG - TO - BMP 1 236.70' 237.53' PLATE BMP 2 236.30' 237.30' 6" CURB AND GUTTER, PER 3' X 3/8' 4w 6. DETAIL 'D' ON TNIS SHEET STAINLESS STEEL " BOLT AND NUT ORIFICE ' 3--, PONDING WATER SURFACE 12 COBBLE 6" -- ELEVATION EQUAL TO THE DEPRESS L �E TOP OF GRATE GUTTER 2 AT OPEN NG 6 DISSIPATER jo 2:1 TAPER 73' �' .: d GASKET A ._, 1' -6- 6 "2 -0. ." MIN. 7 6 MIN FINISHED GRADE (FG) PER 4' -6- •: • DEPRESS �r �, 1R8 REltllxl BOWLINE BASIN - PL N (LEVEL BOTTOM) 1}° AT OPENING BOTTOM1' -6- 1 -6' 6 DEPTH OK DEEPENED CURB 2'_1° 3"-6" ROUNDED, PER DETAIL 'D' WASHED COBBLE ORIFICE PLATE: THIS SHEET MIN. SQUARE DIMENSIONS vo SIONS 1; MIN. 6° `f 1..) PLAN VIEW SECTION A -A DIP GALVANIZED PIP PATE AFTER �I 3' 6' DM. PERFORATED HOLES HAVE BEEN DRILLED') SUBDRAIN /S PER PLAN E CURB OPENING DEPRESSION \ R 7 NOT TO SCALE / EXPANSION JOINT SMOOTH TROWELL FINISH AND SEALANT PER 3' ARCHITECT PLANS. 1� 7 114 FUEL SLAB PAVING PER ARCHITECT PLANS (4) #4 LONGITUDINAL 0 8' O.C. J BE AS #3 CROSS BARS 0 32" O.C. CONCRETE (560 -C -3250) FLOWLINE PER PLAN F RIBBON GUTTER S J NOT TO SCALE v 1/2" RAD. i I hell lil f FLOWUNE PER PLAN DETAIL - CONCRETE FLUME s f NOT TO SCALE X OQ�YV PFW/OTy CAST IRON GALVANIZED GRATE. QEP H -20 RATED, k" OPENINGS MAX. PROVIDE }' MAX OPENINGS IN BOTH DIRECTIONS FOR CATCH BASIN IN PLAZA AREA _ DEPTH VARIES (18- MIN.) 2". 2Em BROOKS BOX OR EQUAL 6' BE J CONCRETE PIPE SIZE AND N. INVERT ELEV. I (560- C'3250) PIPE PER P (TYPICAL TEE /WYE (OR INVERT ELLV. 1 90' .BEND AT END PER TE TYPE 2 OUTLET (PVT) OF UNE) 'IE' LESS THAN 36- BELOW 'TG- TYPE 1 OUTLET (PVT) NO SCALE EE- MORE THAN 36- BELOW TG" NO SCALE NOTES: PROVIDE ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT AREA WITH A STENCIL PLACED WITH PROHIBITIVE LANGUAGE SUCH AS : "NO DUMPING - DRAINS TO OCEAN -) AND /OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS RMDP119195 T ORIFICE DLA.: 3/8° DIVA BMP 1: 3' HOLE (TYP.) BMP 2: 1.50" NOTE: 1. ORIFICE & FLANGE CONNECTION TO CONCRETE SHALL BE FILLED WITH 30 DUROMETER NEOPRENE RING FLOW CONTROL ORIFICE PLATE SLOPE TO EXTEND TO TOP OF CURB IN AREAS WITHOUT CURB CUT DEEPENED CURB & GUTTER WHERE OCCURS. SEE DETAIL 'D' ON THIS SHEET 1.5% MD orc �a ORIFICE SIZE AND IE PER PLAN EMERGENCY OVERFLOW - CATCH BASIN TYPE 'G -1' PER SDRSD D -08 r2' (BMP 1) TOP OF BASIN 64 (BMP 2) /� ELEV PER PLAN PIPE OUT PER PLAN. SEE PVC UNER PENETRATION NOTE THIS SHEET. FLOW CONTROL ORIFICE PLATE SEE IE OUT PER PLAN DETAIL TO LEFT �11 SECTION A -A: FLOW CONTROL STRUCTURE 6 NOT TO SCALE GRATE - SEE NOTE 3 FINISH GRADE -- -�Ti -= NDS LOW PROFILE ADAPTER AS REQUIRED T T 6" DRAIN UNE - r 7 — SEE NOTE 1 6 °z4° REDUCER AND 4- DRAIN LINE - SEE NOTE 2 TIE INTO MAIN DRAIN LINE USE 45 ELLS, 90' SWEEP ELLS OR 45 WYES (GLUE PITTING TO PIPE) NOTES: 1. USE A 6' UNE IF MAIN DRAIN UNE IS BE OR LARGER IN SIZE. 2. USE A REDUCER AND A 4" UNE IF MAIN DRAIN UNE IS 40 IN DIAL 3. NOS 6" ATRIUM GRATE IN LANDSCAPE AREAS U.O.N. NDS 12308 SQUARE SOLD BRASS GRATE FOR PAVED AREAS. GRATES SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE (CBC) 11B -302.3 4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S RECOMMENDATIONS. AREA DRAIN s NOT TO SCALE WIDTH VARIES PER 6' CLE4140M PER SDRSD - SC -01W/ THREADED CAP. MOUND --� ROCK /SOIL AROUND CLEANOUT I OGYR Q_ v B, MIN FG PER PUN 2- WELL-AGED; SHREDDED HARDWOOD MULCH 4' WASHED PEA GRAVEL PVC UNER PENETRATION NOTE: FILTER COURSE LAYER ALL PIPE PENETRATION THROUGH THE P/C UNER ON ABOVE AGGREGATE THE SIDE OF THE BIOFILTRATION BASIN SHALL HAVE A WELDED PVC BOOT, CONCRETE CUTOFF WALL, AND /OR 30 MIL THICK PVC OR ANOTHER APPROVED METHOD TO PREVENT WATER APPROVED EDO& MIGRATION FROM PVC LINED BIORLTRATION AREAS. IMPERMEABLE VERTICAL LINER EXISTING NATIVE S SPECIAL INSPECTION OF ALL POST CONSTRUCTION TREATMENT AND /OR FLOW CONTROL FACILITIES BY THE ENGINEER OF RECRORD, REPRESENTATIVE OR ANOTHER LICENSED CARL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF THE FACILITIES UNDER CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. BASIN EXCAVATION 2. PLACEMENT OF PERFORATED PIPE, OUTLET STRUCTURES, CLEANOUTS AND HMP ORIFICES 3. PLACEMENT OF GRAVEL LAYER rFLOW CONTROL STRUCTURE PER DETAIL 'I' THIS SHEET PLANTING PER LANDSCAPE PLANS A FREEBOARD VARIES I I MIN. 18' SOIL MEDIA WITH MIN. 5 IN /HR INFILTRATION RATE 12° THICK LAYER OPEN GRADED SUB -BASE COURSE, ROUNDED #57 STONE, 40% VOIDS IENCH NATIVE AROUND BOTTC RIMETER TO EXTEND VER71I•J LINER 2' MIN. INTO SOIL OF THE TORREY SANDSTONE K " ORIFICE PER DETAIL T LOUTLET Y.� ON THIS SHEET SIZE AND IE PER PUN DETAIL- BIOFILTRATION BASIN 6 NOT TO 5CALE 4. PLACEMENT OF ENGINEERED SOIL LAYER DEEPENED CURB AND GUTTER HCATCH BASIN (PRE -CAST) 5. FINAL BASIN GRADING SPECIAL INSPECTION REPORT PREPARED BY:' FUSCOE 6. FINAL COMPLETED BASIN WITH VEGETATATION ESTABUSHED s NOT TO SCALE NOI TO SCALE = 6 r • 1 r r r 1 ■ • BY: DATED: IiN.. 6340 Gree111h WEE, wiM1 170, san Oiep,, Wiluak 92122 DETAILS m1858,55415M1r Ilm."Toees•.,....A . ro..wm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT GRADING PLAN SET SRN DESC RIPTeON: EN IN FOUND PT, NO. DESCRIBED 1028. NAMED AS A WELL MONUME '7T�('+�� /H —' /2y \CD,7.Ll5M - ATE PLANS PREPARED UNDER SUPERVISION OF DATE: �LZD•IPs RECOMMENDED: APPROVED: /C^, ` GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL NEW CLASSROOM BUILDING "P' STAMPED RLs 5663 -- BRYAN LTG DATE amma (��C.I.w. 2150 VILLAGE PARKWAY 13852 - G 2E424 -- OF LJRIN: $e9..n pYawaA 64 PO R.C.E. NO.: C 75822 J oWENS o RO 01 M -IJTTF ATY ENGINEER ENCINITAS, CA 92024 RECORD FROM: RGS 18416 24 BRYAN D. SMITH EXP.: 06 -30 -2020 2yL _�8 `-� SAN DIEGUITO UNION HIGH SCHOOL DISTRICT CITY ENGINEER DATE ELEVATION DATUM; /24 a� PLANNING CASE NO: N/A APN: 257 -050-01 SHEET s OF 10 P: \PROJE= \1695 \002 \PLANS \PRECISE GRADING \BUILDING P GIYDING PIANS \1695- W2GP— C06- 0T.OWG (II -20 -18 I0:IB:O9AN) PlotteE b : lizette aalazar F: \F ECM \1695 \002 \PEWS \FNECISE G DNG \BUILDING P GWWING P S \1695- 002GP- CO7- UT.DWG (11 -20 -18 10:48:2Y ) Plate by: lizette zalazar 4 v y " 4� '/'�'''��1,/y,,' ' y WA LEVE RCONTOU.. II y y y U FIBER ROU,9 y N y y 3 OVER 50% 10 FEET EASEMENT LINE SPACING — — — — NwucrcEU nlunu y FACE OF THE SLOPE VARIES BETWEEN 10' 1 INSTALL A FIBER ROLL NEAR SLOPE WHERE AND 20' . \• IT TRANSITIONS INTO A STEEPER SLOPE DETAIL: TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE CHANGE 401 DESCRIPTION APPROVED DATE i f N " - DETAIL: FIBER ROLL NOT TO SCALE CRITICAL SLOPE /SHEET FLOW LENGTH COMBINATION "Nme SHEET FLOW LENGTH NOT TO EXCEED 16E WDCHIED TIBER ROI15 FOR ASPHALT Q PAMA NT MFAS 3 OVER 50% 10 FEET EASEMENT LINE ° — — — — rc 24' MIN 50' MIN ~ w a S i SLOPE PERCENTAGE SHEET FLOW LENGTH NOT TO EXCEED 0 -25% 20 FEET 25 -50% 15 FEET OVER 50% 10 FEET FROM: BENCHMARK F: \PROJECTS \1695 \002 \PUNS \PflECISE CMDING\BUIIDINC P GP INC P"NS \1695- 0023P-CB-EOLWG (I1 -20 -10 10:4 :3141) PIO1kE Ey. lizette aalozar $twn ovol q z CRUSHED AGGREGATE GREATER THAN 3" m BUT SMALLER THAN 6" H CORRUGATED STEEL PANELS ORIGINAL mom GRADE FIBER FABRIC SECTION A -A 1 //r CORRUGATED, STEEL PANELS T i T DETAIL: STABILIZED CONSTRUCTION ENTRANCE/ EXIT NOT TO SCALE AS -BUILT APPROVAL 04/22/2020 -'••` PLAINING 6a2o REWEWER DIRECTION OF FLOW DIRECTION OF FLOW VEL BAGS 12 &3 -1 WIDE 2 GRAVEL BAGS WIDE NM' PROVISIONS OF 1 GRAVEL BAG HIGH BMP DETAIL SE -10 INLET OPENING SHALL BE APPLIED. IRECTION F FLOW !LL BAGS 2 &3- 1 WIDE 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH INLET OPENING DETAIL: STORM DRAIN INLET PROTECTION PN]�UEYN -qa OF SIDEWALK ,BURLAP SACKS TO OVERLAP ONTO CURB STACKED LLEDRSYANDBAGS NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. DETAIL: GRAVEL BAG CHEVRONS NOT TO SCALE EROSION CONTROL NOTES: OSO INLET PROTECTION, PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) SE -10, TYPE 3: GRAVEL BAG, SEE DETAIL ABOVE Q2 FIBER ROLLS PER DETAILS ON THIS SHEET Q3 GRAVEL BAG CHEVRONS EVERY 20 FEET IN FLOWPATH PER CA BMP HANDBOOK SE -6 I Q STABILIZED CONSTRUCTION ENTRANCE Q SILT FENCE PER SE -1 EROSION AND SEDIMENT CONTROL LEGEND PROPERTY LINE EC -1 SCHEDULING ° DAYLIGHT LINE HYDROSEEDING ° —1u— EASEMENT LINE ° — — — — FLOW DIRECTION 24' MIN 50' MIN ~ DETAIL: STABILIZED CONSTRUCTION ENTRANCE/ EXIT NOT TO SCALE AS -BUILT APPROVAL 04/22/2020 -'••` PLAINING 6a2o REWEWER DIRECTION OF FLOW DIRECTION OF FLOW VEL BAGS 12 &3 -1 WIDE 2 GRAVEL BAGS WIDE NM' PROVISIONS OF 1 GRAVEL BAG HIGH BMP DETAIL SE -10 INLET OPENING SHALL BE APPLIED. IRECTION F FLOW !LL BAGS 2 &3- 1 WIDE 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH INLET OPENING DETAIL: STORM DRAIN INLET PROTECTION PN]�UEYN -qa OF SIDEWALK ,BURLAP SACKS TO OVERLAP ONTO CURB STACKED LLEDRSYANDBAGS NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. DETAIL: GRAVEL BAG CHEVRONS NOT TO SCALE EROSION CONTROL NOTES: OSO INLET PROTECTION, PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) SE -10, TYPE 3: GRAVEL BAG, SEE DETAIL ABOVE Q2 FIBER ROLLS PER DETAILS ON THIS SHEET Q3 GRAVEL BAG CHEVRONS EVERY 20 FEET IN FLOWPATH PER CA BMP HANDBOOK SE -6 I Q STABILIZED CONSTRUCTION ENTRANCE Q SILT FENCE PER SE -1 EROSION AND SEDIMENT CONTROL LEGEND PROPERTY LINE EC -1 SCHEDULING ° DAYLIGHT LINE HYDROSEEDING ° —1u— EASEMENT LINE ° — — — — FLOW DIRECTION ° ~ GRAVEL BAG BERM ° SE -7 STORM DRAIN INLET PROTECTION " SE -10 PER SE -10 ° NS -1 GRAVEL BAG BERM PER SE -6 " NS -3 FIBER ROLL PER SE -5 OR USE " NS -6 WEIGHTED FIBER ROLLS FOR ASPHALT " — PAVEMENT AREAS " NS -13 SILT FENCE PER SE -1 " WM -1 STREET SWEEPING AND ° ITS VACUUMING PER SE -7 " Ill MATERIAL DELIVERY AND STORAGE PER WM -1 WM -4 STOCKPILE MANAGEMENT PER WM -3 ° WM -5 SPILL PREVENTION AND CONTROL PER WM -4 O SOLID WASTE MANAGEMENT PER WM -5 " say CONTAMINATED SOIL MANAGEMENT PER WM-7 csN CONCRETE WASTE MANAGEMENT PER WM -8 cxv SANITARY /SEPTIC WASTE MANAGEMENT PER WM -9 LIQUID WASTE MANAGEMENT PER WM -10 Lw SCHEDULING PER SS -1 sa WATER CONSERVATION PRACTICES PER NS -1 O CONSTRUCTION ENTRANCE HAZARDOUS WASTE MANAGEMENT PER WM -6 Q BMPS TO BE IMPLEMENTED ° EC -1 SCHEDULING ° EC -4 HYDROSEEDING ° SE -1 SILT FENCE ° SE -5 FIBER ROLLS ° SE -6 GRAVEL BAG BERM ° SE -7 STREET SWEEPING AND VACUUMING " SE -10 STORM DRAIN INLET PROTECTION ° NS -1 WATER CONSERVATION PRACTICES " NS -3 PAVING AND GRINDING OPERATIONS " NS -6 ILLICIT CONNECTION /DISCHARGE " NS -12 CONCRETE CURING " NS -13 CONCRETE FINISHING " WM -1 MATERIAL DELIVERY AND STORAGE ° WM-2 MATERIAL USE " Ill STOCKPILE MANAGEMENT ° WM -4 SPILL PREVENTION AND CONTPOL ° WM -5 SOLID WASTE MANAGEMENT ° Ill HAZARDOUS WASTE MANAGEMENT " WM -8 CONCRETE WASTE MANAGEMENT ° WM -7 CONTAMINATED SOIL MANAGEMENT " WM -9 SANITARY WASTE MANAGEMENT NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK DE- SILTING BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DE- SILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABIUZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. NOTES: 1. LOCATION OF BUILDING AND ACTIVITY AREAS (EG. FUELING ISLANDS, WASTE CONTAINER AREA, WASH RACKS, ETC.) IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ADDED TO THIS PLAN. 2. CONTRACTOR TO MARK ON THIS PLAN THE FINAL LOCATION OF WM BMPS INCLUDING CSM, CWM, MS, SS, ETC. 3. CONTRACTOR SHALL NOTE ON THIS PLAN THE LOCATIONS, IF ANY, WHERE MATERIALS ARE DIRECTLY EXPOSED TO STORM WATER. 4. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS 5. ALL CONSTRUCTION GATES SHALL BE SLIDING ONLY 6. CONTRACTOR MUST OBTAIN TRAFFIC CONTROL PERMIT PRIOR TO INSTALLING THE STABILIZED CONSTRUCTION ENTRANCE OR CONSTRUCTION FENCE SYSTEM IN THE PUBUC RIGHT OF WAY. N� 30' 0' 15' 30' 60' UNDER WDID NO. 9 37C382330 CONTRACTOR SHALL COMPLY WITH THE CGP AND SWPPP PREPARED U SCALE: 1" = 30' �FESSIgy, C ]5622 a * W. 0 -3o 20 s �q CIVa 7. THE PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE CONSTRUCTION G GENERAL PERMIT (CGP) AND IS ? �'Op CA COVERED U UNDER WDID NO. 9 37C382330 CONTRACTOR SHALL COMPLY WITH THE CGP AND SWPPP PREPARED U ?- C CUSCOE � ala. = a 11 • 1 0 a a a 1 0• EROSION CONTROL a40 G .... mm Dm A,iM1 110, Sa" l Wiramia 92122 PLAN ,el esa55a.150o • m. 969.w1.oas • ..w.rw.u.w", ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MMENDED: APPROVED: GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL DATE: Ill w•Ya SAC 'l R.C.E. NO.: C 75822 JE avms BRYAN D. SMITH ° EXP.: 06 -30 -2020 ,,,,"7Y NEW CLASSROOM BUILDING'P' 13852 - G 2150 VILLAGE PARKWAY !ENGINEER ENCINITAS, CA 92924 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT PLANNING CASE NO: N/A APN: 257 -050-81 ISHEET 8 OF 1 V CURB AREA_9B9 Sq.FI. i 8- CURB AREA=1.12 Sq: R I- IMONEA PINE AMA i -1/2' E%ouni WHERE EIEVAROHS SIDWN INDICATE OTNERMEE GUTTER NOTES: I M14UR E SHML BE 520 -C -2500. 2 SET STROW MINES G-9 AD G -10 FOR JENT OETAIL`.' LEGEND ON PLANS 3. SLOPE TOP OF CIARB 2% MIX T9RAN7 GUTTER. IeMRwI olbd agle SAN DIEGO REGIONAL STANDARD DRAWING umAis *Ax'oix5sw ^ aecMU IdPacwl i3iMs .DU .4LwD L aarTw. lrzlm X f f T srMMNN ^' CURBS AND GUTTER - SEPARATE Iwo Iw feel pDIAWHO Ce.,G-DI Lsw1Ee ry n n. xIfLS 1 I 1 I L - -- 1/2' R FPNNE .E&�M NON - CONTIGUOUS MEN AS SHEMN ON PUNS.. 4' 2° 4 R If2' R --2T 00 DOSS -POPE / 3' W11NR11GO CONTIGUOUS NOM: I. WNCRLTE SHA L BE 820 -C- 2500. 2 SEE SLANDMD ORA'I F 9 AND 8-10 FOR MW OVANS. SAN DIEGO REGIONAL STANDARD DRAWING SIDEWALK - TYPICAL SECTIONS DESCRIPTION LEGEND ON PLANS T— G -07 APPROVED I DATE 1/2 N 1PE W WIEA G 24• 134 SO. FT H 3O' I'm 50 R. ° 6' GUAR MOW NOTES: 1 CONCRETE Owl BE 510-4 1500: 2. SEE STANOWD DMWMGS G-9. AND G-10 FOR NOM MINES. I SLOPE TOP OF WAS N MAX TOWARD MITER. SAN DIEGO REGIONAL STANDARD DRAWING CURB AND GUTTER - COMBINED ETFO W MW SLOPE BOTOM DE AM AT HE OPWRI OF THE COMPACTOR TYPE A '^ 2'NIN 5' MIN m 1-CUI M FILL $LOPE BOTTOM M4 BE FOUNDED AT TIE INTER. OF THE 00WRAOTOR- TYPE C LEGEND ON PLANS G-02 TYPE B BROW DITCH P TERRACE DITCH f�n NOTES LEGEND ON PLANS I. LONGNMw SLOPE OF LINED OOGH SHML BE = MIMMIN. 2 VY A 60 NOTNED EDGE DN BON SIDES BE NE.NRANAGE ORCH � ffio �o WREN THE DRAINAGE SPIN 6 BUILT DOWN A GRADED SLOPE. RDaB AppEOwd Oa{9 R eax I) ell W UPI of OPoGINPI. Her fiev01 2/] SAN DIEGO REGIONAL STANDARD DRAWING RLEI9PIAL IiTMOMMIS Q]Wl 1,a...e r M%Mn tyros , DRAINAGE DITCHES^^ "cr. Illzw Po, BENCHMARK I I I IRECORD FROM: RES 18416 ELEVATION: 750,_480 F. \PROTECTS\ 1895 \D]2 \PLAN3\PRECISE MAOING \BUILDING P GRADING PUNS \1695- 002GP- C9- C10- SID1YWG (11 -2D-18 10:48OAAM) PotlE * II :"+m xlnea. DD =75 ,16- �l- TC ELEV. - F PER PUN �•-�' FOR ow ROLLED CURB ,P B '5 PER STANDARD 5 V,HI cN pGF- DRAWING G -4A, TYPE A. ti -r ! Tc ELw. PER TC ELLV: PER PLAN G -2. PER PUN _ GIN o*. 4+ 1 ! tP'M t%q% F. o , I PER STAN IS I/ w4ytc e ft VS DRAWING "r 4A, TYPE B NOTES: 1. REFER TO RSD G -2, TYPE G AND G -4A FOR SPECIFIC DIMENSIONS RETATM TO LEODNO OM ptMS EACH TYPE OF CURB. — 2. TRANSIHONS SHOULD OCCUR ALONG THE BACK OF CURB, HOLDING EDGE OF PAVEMENT PARALLEL AND CONCENTRIC WRH STREET CENTERLINE. ALTERNATE .ALIGNMENTS MAY RE REWIRED AND ARE AT AGENCY'S DISCRETION. ReNSan jOyIAppH>wx1 Dole 'w"51 :vms cuieelrl�Ec new /11 n /1] SAND GO REGIONAL STANDARD DR G AWN CUR13 AND GUTTER TO ROLLED ' RCElaqu .0.V - CURB TRANSITION DM1DRAWING NIIuWa G -04B FRONT ELEVATION FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL 9' NEEDED PIPE ENI35 0 SEE D -81 ] ] 1/1• SHOWNNE ELPAJS - SiDWN ON PVNG "-T T SECTION, SINGLE k DOUBLE HEADWALLS D N a' Ac rnEMENr FIM6N 49NOE 1 2° AS P FlMm DNDE 1 BAR AS 0 3'-6• HF ACFIMY u 'n" L 1 CY: 12 2 -R 5 M S0 8' N 1{2• R )_5fR• EIEVAIIDN Pi. 2 -IL Is TYPE A TYPE 8 ON PRDFlIE SEWER LAIERAJ. 1.17 CLEW UT _ 7' 17 REFER TO AGENCY SPECIFICATIONS MINE APPLICABLE 2 CLEANOUTS TO BE INSTALLED AT THE END OF MAINS WHERE INDICATED ON ME PLANS LM 11/16' 4) BACKMLL TO TOP OF 45' BEND WITH 3/4' CRUSHED t /Z' R 5) MATERIALS SHALL BE SELECTED FROM TIE AGENCYS APPROVED HATERALS ' LIST GPo ITNEOM SZE AND DESCRIPTION ITEM SIZE AND DESCRWTON Q1 12' 0 CLEANOUT BOX COVER MARKED 5 45' ELBOW 'SEWER' AND AGENCY NAME AS REQUIRED 8. 3/4° (RUSHED ROCK PIPE BEDDING CONCRETE RING SEWER MMN 3/4' CRUSHED HOCK SEE NOTE 4 3�2' 12' PVC. C -900 x 15' LONG (CIEANOUT BO `--"----=Y------- 44 SHE x REQUIRED LENGTH PVC PIPE D INSTALL PLUG AND CONCRETE WO Reason Y MAWENED ARPO4ti0 Dole SAN DIEGO REGIONAL STANDARD DRAWING+DV"a RAKE JOWF P:I. 10 i 132 Md oli" 126 T 51®Mn 13 SEWER CLEANOUT 10 1:13 16 LTD 2,42 II a -8• TYPE A w rLG CURB AREA Poll 1Wm. Gin Sa FT) 5' -2` 5; Y -6' 'w 2' -V -0 NO Poll B.wwLL. L t t/Y 313 i/2' R I 3' R 20 A US 335 1 -1/2- R 15' 16G 2.75 21' 280 164 I6' 10 3.03 22'-6" 925 4M IT I 190 PVM 01M 1'R �� -• �1 - -� 1 2W � 1/2- TYPE B CURB AREA (2.H SO.. R.) NOTES: i- TRA Kfl TO T(PE G OR H CURS AT AL ORB KRIMG, MEK MMERE CURB MPS ARE PROMISED, MID AT AL Mt -DE -SACS WM DRAINAGE 51R IU1ES. Al STANWAD ERMINE G -48 TOR DUALS, LEGEND ON PLANS 2, SINNER 9101L BE 520-0 -250. I SEE SMDARD "WS G -9 MD G -10 FOR JOINT OETALS. Reason !By! Dyed Ode SAN DIEGO REGIONAL STANDARD DRAWING I " ' i"°siawaDn iE. su, TIN' MN41ME Mme. 1E .m IE1MR slwKw ayw CURB AND GUTTER - ROLLED 111RAREAuR T s wra /DM ulxwm ' Iv 12/15 NULIRR ,16- �l- TC ELEV. - F PER PUN �•-�' FOR ow ROLLED CURB ,P B '5 PER STANDARD 5 V,HI cN pGF- DRAWING G -4A, TYPE A. ti -r ! Tc ELw. PER TC ELLV: PER PLAN G -2. PER PUN _ GIN o*. 4+ 1 ! tP'M t%q% F. o , I PER STAN IS I/ w4ytc e ft VS DRAWING "r 4A, TYPE B NOTES: 1. REFER TO RSD G -2, TYPE G AND G -4A FOR SPECIFIC DIMENSIONS RETATM TO LEODNO OM ptMS EACH TYPE OF CURB. — 2. TRANSIHONS SHOULD OCCUR ALONG THE BACK OF CURB, HOLDING EDGE OF PAVEMENT PARALLEL AND CONCENTRIC WRH STREET CENTERLINE. ALTERNATE .ALIGNMENTS MAY RE REWIRED AND ARE AT AGENCY'S DISCRETION. ReNSan jOyIAppH>wx1 Dole 'w"51 :vms cuieelrl�Ec new /11 n /1] SAND GO REGIONAL STANDARD DR G AWN CUR13 AND GUTTER TO ROLLED ' RCElaqu .0.V - CURB TRANSITION DM1DRAWING NIIuWa G -04B FRONT ELEVATION FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL 9' NEEDED PIPE ENI35 0 SEE D -81 ] ] 1/1• SHOWNNE ELPAJS - SiDWN ON PVNG "-T T SECTION, SINGLE k DOUBLE HEADWALLS D N a' Ac rnEMENr FIM6N 49NOE 1 2° AS P FlMm DNDE 1 BAR AS 0 BY IGOCY HF ACFIMY u 'n" L 1 CY: 12 2 -R 5 M S0 8' N a" I �� r I `{99 2 -IL Is TYPE A TYPE 8 MAINS FOR 6' AND f SEWER LAIERAJ. 1.17 CLEW UT NOTES 7' 17 REFER TO AGENCY SPECIFICATIONS MINE APPLICABLE 2 CLEANOUTS TO BE INSTALLED AT THE END OF MAINS WHERE INDICATED ON ME PLANS LM 3) CLEANOUT PIPE TO BE SAME 512E AND MATERIAL AS SEWER MAIN UP TO 4) BACKMLL TO TOP OF 45' BEND WITH 3/4' CRUSHED ROCK 5) MATERIALS SHALL BE SELECTED FROM TIE AGENCYS APPROVED HATERALS ' LIST LEGEND (N! PLANS ITNEOM SZE AND DESCRIPTION ITEM SIZE AND DESCRWTON Q1 12' 0 CLEANOUT BOX COVER MARKED 5 45' ELBOW 'SEWER' AND AGENCY NAME AS REQUIRED 8. 3/4° (RUSHED ROCK PIPE BEDDING CONCRETE RING SEWER MMN 3/4' CRUSHED HOCK SEE NOTE 4 3�2' 12' PVC. C -900 x 15' LONG (CIEANOUT BO 9 STANDARD WYE BRANCH 44 SHE x REQUIRED LENGTH PVC PIPE D INSTALL PLUG AND CONCRETE WO Reason B ARPO4ti0 Dole SAN DIEGO REGIONAL STANDARD DRAWING+DV"a T cwelmi OR109NL 10 KertlwvD112]5 132 Md oli" 126 T 51®Mn 13 SEWER CLEANOUT 10 1:13 16 LTD 2,42 36' a -8• a w rLG e Poll 1Wm. +t wti 5' -2` 5; RAM DRANK SC-01 'w NO Poll B.wwLL. 185 313 ,16- �l- TC ELEV. - F PER PUN �•-�' FOR ow ROLLED CURB ,P B '5 PER STANDARD 5 V,HI cN pGF- DRAWING G -4A, TYPE A. ti -r ! Tc ELw. PER TC ELLV: PER PLAN G -2. PER PUN _ GIN o*. 4+ 1 ! tP'M t%q% F. o , I PER STAN IS I/ w4ytc e ft VS DRAWING "r 4A, TYPE B NOTES: 1. REFER TO RSD G -2, TYPE G AND G -4A FOR SPECIFIC DIMENSIONS RETATM TO LEODNO OM ptMS EACH TYPE OF CURB. — 2. TRANSIHONS SHOULD OCCUR ALONG THE BACK OF CURB, HOLDING EDGE OF PAVEMENT PARALLEL AND CONCENTRIC WRH STREET CENTERLINE. ALTERNATE .ALIGNMENTS MAY RE REWIRED AND ARE AT AGENCY'S DISCRETION. ReNSan jOyIAppH>wx1 Dole 'w"51 :vms cuieelrl�Ec new /11 n /1] SAND GO REGIONAL STANDARD DR G AWN CUR13 AND GUTTER TO ROLLED ' RCElaqu .0.V - CURB TRANSITION DM1DRAWING NIIuWa G -04B FRONT ELEVATION FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL 9' NEEDED PIPE ENI35 0 SEE D -81 ] ] 1/1• SHOWNNE ELPAJS - SiDWN ON PVNG "-T T SECTION, SINGLE k DOUBLE HEADWALLS D N SNIAE DONIAE L I fp u 'n" L 1 CY: 12 2 -R 5 M S0 8' N a" IT 2 -IL Is 40 B75 9' -C 0 1.17 i - _TT__ 7' 0 091 ID -6 75 LM 2F 3-5 7'4 0 L t1' -6 0 IM 24' 3-9 8 -6. 75. 1:20 12 -6 10. 112 27' -tT T -6' IB 1.79 J4' tl5 10 3]' 4'-7 10 ffi 132 15 126 211 13 4 -5" tl 10 1:13 16 LTD 2,42 36' a -8• 12' 105 t09. IT 1 265 R• 5' -2` 5; NO 234 19' 185 313 14' -6- IN 20 A US 335 15' 16G 2.75 21' 280 164 I6' 10 3.03 22'-6" 925 4M IT I 190 1 3A 1 23'-G' 1 2W 430 I:LAL3`. 1. CONCRER SNKL BE W-E 3250 2. ALL NUMBERING SKML BE 14 WS. ALL A M AND HORRONDL HE EARS M IF MADWM VAYNG 3, EX14KTO CORNERS 9 BE 3/44 CHWFERM, I ByJApKowd IDate I SAN. DIEGO REGIONAL STANDARD DRAWING L KerCM1Tmi l3 5 Rmm «roM T sWN� Ova. STRAIGHT HEADWALL • TYPE A ICIRCULAR PIPET RR LpMYp }D /+5 AS -BUILT APPROVAL INEERING DIVISION APPROVALS u v t?1��' k �}'2(� 04/22/2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11-20-IS - R.C.E. NO.: C 75822 BRYAN . SMITH EXP.: 06 -30 -2020 RECOMMENDED: APPROVED: G�n'.'�(n + own �� EEMARD J. WI - JIR[NR Cm ENGD =- PUBLIC WORKS PLANNING NA NA - -- - -- B . SMUH DATE $6Men pYawPA 5620 REVIEWER INCOCrmR JOO KK 4/24 4PA4 ]Itt ENGINEER DATE ca 1 A L i � /OVgC wm iM G C 75922 n * Em. EB_N_ q� CIVIL ^�R_ FUSCOE °` GA ° U 1 H 4 I N I K K I N• 6390 G 0, 81J0'33" D" ;1, e M8554A 0a - Fm 85.597 0335 = KscwM STANDARD DETAILS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL NEW CLASSROOM BUILDING'P' 13852 - G 2150 VILLAGE PARKWAY ENCINITAS, CA 92024 SAN DIEGURO UNION HIGH SCHOOL DISTRICT PLANNING CASE N0: N/A APN: 257.0)50411 SHEET 9 OF 10 YKVT SUPPORT BLOCK THRUST AND ANCHOR BLOCKS Dialfrioll � ATe S VKME 6UPPORT PLAN O BOTTOM OF % L }µ TRENCH T!P TYPIVL euxac t I I 4I�♦° N1415gN 'A' `— DIMTNROH "G• CLEAR BEll OR MO. SEE NOTE 5 NOIE: V EWLLYAn�ON RECOMMENDED SITE SOIL BEARING PRESSURE _ .500 PSF NOM: i) REFIR TO AGENCY SPECFTCATONS WHERE APPLICABLE 2) REARNG AREA BASED ON SGL SEARNG VALUE OF IWO PAR MO 225 PS ONE PRESSURE AND A MINIMUM OF 36' COVER - FOR REARING- 900 PSF AO X AREA SHOWN 3 D GN E R SHALL E NNE 9 S AGENCY SPECIFICATIONS FOR THRUST NA ANCHOR BLOCK SING 4) RIRUST BLOCKS SHALL BE CENTERED ON THE FlTTNG 5O THAT THE BEARING AREA IS 5) CONC�TE SSHAAU. BE EIACED SD THAT FITTNGSUAND VALVES VNLL BE ACCESSIBLE FOR REPAROR REPLACEMENT 6 ALL THRUST AND ANCHOR BROOKS SHALL BE FIGURED AGANST NEEDED UNDISTURBED SOIL FOR MINIMUM CONCRETE DURING TIME REFER TO AGENCY SPECIFICATIONS B FOR ADDITIONAL THRUST BLOCKS sUo W -01 (i DR, J) A (3 GE 3) ReOOou B Need Dole mWATW11 =E(= GRIGNAL gmemal l zs SAN DIEGO REGIONAL STANDARD ORAWNO AN Mme . aa..we why AT IRA+ CONCRETE THRUST AND ANCHOR A aA dill BLOCK INSTALLATIONS LRAMC WT -01 It m :> NXIBER YSK� DIMENSION DIMFHLON 4' 12" F' Si 12' 12` 6 e NOTES 1N NC H- I. See III a o-uB for o]mlm•I t2- 15' 16' noters oM bbl PILE lY9 29 ' 4-µ 2. Man V Troards 4. AT" Sell me NstaN3 Ifi 9 meats pow JN 0—LA 1 IN D 2M Ib } Abo 1 I/2 ear NOI gt"een 1R° Str dl "�' mM Try aM k rvrlott 8.5 �WVz, - I. be darotle ROTA subpar 10 gpowl o S :W W 1 1/2'CHTOR SPRING PEIREEN RENFORUC AND CCRDAE SURFACE ' � P IRRAL 1" SLFR.IFmflTaN RAR Ax'6 OPfNBIG: �n e,nMN /� S A Me J f]n mE soda M TMy Not DMAIF,M. u axeu NL Ir AU lUa Wl4NN u AXION r'I fin UNIONS SHIA TDV I an obermor wW - IT to be Net are Ne 3W a T L A° h£ARPNCE (MIN) 9 D HN dual 1 yk frame and groat, �EMY�2I 2` / G Export M9ee of rn rete 4mM A must W6 NOTES I DOE A -20 AID C -2% ERG M FOR RESURFACING RLRLS ON � O STREIs _ _ rod 2. N 1/ } IDP IY OF 1RDMN WOROU. w WAIF YC110N SILNL BE 95% RENiIVE HAPNTON UNLESS YROFEE 0IIRINSC ReMdon B T. Pisgrale Types as Talon: Sagk GH, O&M G-2 Date SAN DIEGO REGIONAL STANDARD DRAWING 9 Mt�a� N DAN ONr IEGDA ON PAINS a o L Jk /4 R lY S GOY W groin as No uxa. See D -15L reed Dote (wl ELEVAmi NOD' "0P .17 " below CATCH BASIN - TYPE F xe o-u and n-15 Im U!q CIVtI „µ2s OFD PIPE REDDING AND TRENCH BACKFILL FOR STORM DRAINS Lad Mon. am Wore stars � Gun 6' 6' " T abber "D' DRAW u(b <6 war I AWARD I � N 1 1Y bIh 1 N N I N I I N I N 0 Ne /11s d ' NUIHR /e a IY NnN q. I Rm nhe Ape ardz, et,. SHIP DETAILS ^mow %18 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED RA CHECKED ENGINEERING DIVISION APPROVALS 1 (tN)or Tl FJ LEGEND ON PINTS SRN 5 -4 -20 SECTOR A -A oa /zyzozo ReMNW, TNT. Nwt Dote SUPERVISION OF DATE: 11.2s.Ib RECOMMENDED: APPROVED: I� GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL NEW CLASSROOM BUILDING'P' 13852 - G BAN DIEGO REGIONAL STANDARD DRAWING ePWN flown NA - -- B N DATE PLANNING NA ___ r. Ra^u, w /tJ LOCATION:• ieume / �S�A CATCH BASIN - TYPE G 2160 VILLAGE PARKWAY Gubmace RGR 1W« Are HELEVATION, Allow �� MAMER D-08 OF TURNER AVENUE AN SHIELDS RECORD FROM: FOR 18416 $Ewn GVw.vA u., � 1111 j��~ BRYAN D. SMITH cM mi,� EONARD J. N ER - INRSR CN ENGNEER eta ENCINITAS, CA 9202A SAN DIEGUITO UNION HIGH SCHOOL DISTRICT REVIEWER JCIO 4/24 YKVT SUPPORT BLOCK THRUST AND ANCHOR BLOCKS Dialfrioll � ATe S VKME 6UPPORT PLAN O BOTTOM OF % L }µ TRENCH T!P TYPIVL euxac t I I 4I�♦° N1415gN 'A' `— DIMTNROH "G• CLEAR BEll OR MO. SEE NOTE 5 NOIE: V EWLLYAn�ON RECOMMENDED SITE SOIL BEARING PRESSURE _ .500 PSF NOM: i) REFIR TO AGENCY SPECFTCATONS WHERE APPLICABLE 2) REARNG AREA BASED ON SGL SEARNG VALUE OF IWO PAR MO 225 PS ONE PRESSURE AND A MINIMUM OF 36' COVER - FOR REARING- 900 PSF AO X AREA SHOWN 3 D GN E R SHALL E NNE 9 S AGENCY SPECIFICATIONS FOR THRUST NA ANCHOR BLOCK SING 4) RIRUST BLOCKS SHALL BE CENTERED ON THE FlTTNG 5O THAT THE BEARING AREA IS 5) CONC�TE SSHAAU. BE EIACED SD THAT FITTNGSUAND VALVES VNLL BE ACCESSIBLE FOR REPAROR REPLACEMENT 6 ALL THRUST AND ANCHOR BROOKS SHALL BE FIGURED AGANST NEEDED UNDISTURBED SOIL FOR MINIMUM CONCRETE DURING TIME REFER TO AGENCY SPECIFICATIONS B FOR ADDITIONAL THRUST BLOCKS sUo W -01 (i DR, J) A (3 GE 3) ReOOou B Need Dole mWATW11 =E(= GRIGNAL gmemal l zs SAN DIEGO REGIONAL STANDARD ORAWNO AN Mme . aa..we why AT IRA+ CONCRETE THRUST AND ANCHOR A aA dill BLOCK INSTALLATIONS LRAMC WT -01 It m :> NXIBER YSK� DIMENSION DIMFHLON 4' 12" 12' Si 12' 12` S. 13' 1N NC H- 1S' t2- 15' 16' NMENMpN - lRExgl WAN PILE lY9 MWIMDM BFNDNO YfA IN SHWAE FODf WJN TEESSPE BP 4s L w "stn mnreT ^� /fDl l� +hero sGE g* TRENCH WDTH INNA REaIA Im�iD 4' tr 5 3 15 B' S 10 5 29 B. 12 Ifi 9 AS 10° D 2M Ib 6E 1R° Str J3 t9 8.5 1 -1/2" MIN DEPTH 50D� -3250 SAWCUT EACH SIDE CONCRETE EXISTING RC.0 PAVEMENT NOTE 3� - 12 OF SUBGRADE AT 85% REtATNE COMPACTION 0 l YiIDTIi l NOTES: t EXISTING CONCRETE PAVEMENT ALL BE SAWCUT AND REMOVED. PRIOR TO PLACING CONCRETE, PAVEMENT EDGES S ALL BE TRIMMED TO NEAT HORIZONTAL AND VERTCAL LINES Ro gqCCO0CCNpNp qq[[���� GG y 2 9NNiH CK RR °P1 AJORROR LCMEALTERTS'IREETFCWUR LANE ATCIOOLLECTOR STREETS. RAND 3- TRENCH EDGF„S i0 BE CUT A MINIMUM OF 6" W1QEER THAN TRENCH FOR 3' VIDE OR LESS AND 12 WIPER FOR TRENCHES OWE 3 YDDE.. ON EACH SIDE OF TRENCH. 4 ANY 5 E�T`0TNR5ENC 3 IN WDW OR GREATER AND LONGER THX 100' IN LENGTH REt{UIREMENi STREET DTRENCH SECTIOONS 7* IN WIDTH OR CREW BUT CLEss CTH AN REWIRED BYANO E 2 OR ASANDICAE SURFACED AN, A THICKNESS OF 1" GREATER. THAN 5 IN FWR �,pNE MAJOR OR GREATER STREETS, AN APPROVED SET ACCELERATING ADMIX OR SUCH AS CALCIUM CHLORIDE SHALL BE USED IN CONCRETE. B 6. 5 SAN WOO REGIONAL STANDARD DRAWING LL s 0o ccw AW NGNG T, SAARNN ollA3 Wwx s u rtmrt T s1WNea am TRENCH RESURFACING an ,I;.R.ce MIT mr R UNITED r ewe 's PCC SURFACED STREETS DRAW G -25 Of W Th'EIICN WDM &G SY• S:WFN lWN [A PLUS 12' MN, 18' WY. 6• lIR1 -. /- MISTED GRADE M OF IN YS Mit`N'IaIA 5 '�- OF THE SPEgiICAiIOM •L .. �NEN15 M ru-OSXA i4 wNafWG/DENmlcAnM NOTE AS SHOWN ON SP -N. � ,% pEPTI PER AGENM REOUIRpIFM MAIN GO NOTES 1) REFER TO AGENCY SPECIFICATIONS FOR TRENCHING, BACKFlLLNG AND COMPACTING WHERE APPLICABLE 2) PAVING OR PAVEMENT REPAIR M BE DONE IN ACCORDANCE WITH AGENCY OF JURISDICTION 3) EXCAVATE BELL HOLES AT EACH JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION OF THE ENTIRE JOINT 4) FILTER FABRIC AS REWIRED BY AGENCY OF JUFI6DICTON (WITH A MINIMUM 12' OVERLAP). I aE.Hm IBYIk9ww1 ONn ry M R L w "stn mnreT ^� /fDl l� +hero IOW6M6z1 g* TRENCH WDTH „a pro Move_t- Y�FESS/ To mro51 � tr �+Ol I �T�Y�- p�rcemx r� nee ism beft amts f tr New d5m PANIC DRnaws� SP -02 PaE o0 W le My5 2 IMEN V FA'CfBff O' STEP$ SWII EF N$(NKEO. W 0 -ILA FOR G.DI Z B mat } DITSUM GAMES OF CONCRETE SNALL BE BONDED WIN A WONR OF 1/2', INM:M RETAIN CONSTRUCT APMxas CAN Nix Sli UNLESS =W E SOW UN W/M. S :W W 1 1/2'CHTOR SPRING PEIREEN RENFORUC AND CCRDAE SURFACE 4 IRRAL 1" SLFR.IFmflTaN RAR Ax'6 OPfNBIG: S a DMAIF,M. u axeu NL Ir AU lUa Wl4NN u AXION r'I fin UNIONS SHIA TDV Bf MO%F!U PWF WbDFPS LO % STgMN ON PUM. L A° h£ARPNCE (MIN) 9 5 /ti° CAUSTIMM ROCK — .- SECTION NOTES I DOE A -20 AID C -2% ERG M FOR RESURFACING RLRLS ON � O STREIs T (r) MCG116 IMWN REIALM C PAfYXRI. } IDP IY OF 1RDMN WOROU. w WAIF YC110N SILNL BE 95% RENiIVE HAPNTON UNLESS YROFEE 0IIRINSC ReMdon B owd Date SAN DIEGO REGIONAL STANDARD DRAWING 9 Mt�a� aRbYl IEGDA ON PAINS lam EWW reed Dote 1 .17 " below CATCH BASIN - TYPE F TAbeeaiT +. U!q CIVtI „µ2s OFD PIPE REDDING AND TRENCH BACKFILL FOR STORM DRAINS Lad R roNR'oM uc � Gun aznf III .e. �D-80 CONCRETE PROTECTION FOR " T abber "D' DRAW u(b <6 war I AWARD 1 -1/2" MIN DEPTH 50D� -3250 SAWCUT EACH SIDE CONCRETE EXISTING RC.0 PAVEMENT NOTE 3� - 12 OF SUBGRADE AT 85% REtATNE COMPACTION 0 l YiIDTIi l NOTES: t EXISTING CONCRETE PAVEMENT ALL BE SAWCUT AND REMOVED. PRIOR TO PLACING CONCRETE, PAVEMENT EDGES S ALL BE TRIMMED TO NEAT HORIZONTAL AND VERTCAL LINES Ro gqCCO0CCNpNp qq[[���� GG y 2 9NNiH CK RR °P1 AJORROR LCMEALTERTS'IREETFCWUR LANE ATCIOOLLECTOR STREETS. RAND 3- TRENCH EDGF„S i0 BE CUT A MINIMUM OF 6" W1QEER THAN TRENCH FOR 3' VIDE OR LESS AND 12 WIPER FOR TRENCHES OWE 3 YDDE.. ON EACH SIDE OF TRENCH. 4 ANY 5 E�T`0TNR5ENC 3 IN WDW OR GREATER AND LONGER THX 100' IN LENGTH REt{UIREMENi STREET DTRENCH SECTIOONS 7* IN WIDTH OR CREW BUT CLEss CTH AN REWIRED BYANO E 2 OR ASANDICAE SURFACED AN, A THICKNESS OF 1" GREATER. THAN 5 IN FWR �,pNE MAJOR OR GREATER STREETS, AN APPROVED SET ACCELERATING ADMIX OR SUCH AS CALCIUM CHLORIDE SHALL BE USED IN CONCRETE. B 6. 5 SAN WOO REGIONAL STANDARD DRAWING LL s 0o ccw AW NGNG T, SAARNN ollA3 Wwx s u rtmrt T s1WNea am TRENCH RESURFACING an ,I;.R.ce MIT mr R UNITED r ewe 's PCC SURFACED STREETS DRAW G -25 Of W Th'EIICN WDM &G SY• S:WFN lWN [A PLUS 12' MN, 18' WY. 6• lIR1 -. /- MISTED GRADE M OF IN YS Mit`N'IaIA 5 '�- OF THE SPEgiICAiIOM •L .. �NEN15 M ru-OSXA i4 wNafWG/DENmlcAnM NOTE AS SHOWN ON SP -N. � ,% pEPTI PER AGENM REOUIRpIFM MAIN GO NOTES 1) REFER TO AGENCY SPECIFICATIONS FOR TRENCHING, BACKFlLLNG AND COMPACTING WHERE APPLICABLE 2) PAVING OR PAVEMENT REPAIR M BE DONE IN ACCORDANCE WITH AGENCY OF JURISDICTION 3) EXCAVATE BELL HOLES AT EACH JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION OF THE ENTIRE JOINT 4) FILTER FABRIC AS REWIRED BY AGENCY OF JUFI6DICTON (WITH A MINIMUM 12' OVERLAP). I aE.Hm IBYIk9ww1 ONn SAN DIEGO REGIONAL STANDARD DRAWNG L w "stn mnreT ^� /fDl l� +hero IOW6M6z1 W�cN.ml pro Move_t- Y�FESS/ Yy -sum mro51 PIPE BEDDING AND TRENCH BACKFILL FOR SEWER FACILITIES �+Ol I �T�Y�- p�rcemx r� nee ism beft amts f tr New d5m PANIC DRnaws� SP -02 W 6 veu My5 '141R-'IT,IFT1 Cl -11" OTHERS $MORN On61N15E W N! z AvDNo '1 ONSIRIK pp �' AIOrE SECTION A -A ON B-B H TMPI� x IRmKS wxExE I I DIRECTED I RDA TEE PLAN SIXEEi GRWIA I I ' SURFACE i CNU55 m t TEE EIEVAmN to- mm TWO NATIVE MATER6LL REDUCER VDN SDA6 P N1 SEE NOTE BE OW fNCTINI �T PNGHCB BIINX USE SNORT LENOLH..� \ yyRp AA ASEAN ENO GM VFFY SENDS ELEVAION N) 0 ADOMONAL THRUST &LOOKS. ANCHOR BLOCKS AND NOTES SEE WT -01 (2 W 3) & (3 OF 3) 2 THE ANCHOR B.OLTKS ON VERTICAL BENDS REWIRE AGENCY APPROVAL SAN DECO REGIONAL STANDARD DRAWING RL'Tad STMW coven¢ CONCRETE THRUST AND AN „5„ a. 'E BLOCK INSTALLATIONS NAB WT 01 m W 5 NOTE: 1 -N 2. PATCHED PEDE�K LY WITH iB-302.1 AND 118 -303 i J1' R A I Y�FESS/ L J �+Ol I �T�Y�- p�rcemx r� �l 6Y64 x5 \kHY `ma f tr New NOTES PLAN 1 SEE D-LA A NIB MR IUMHWYI NOTES &W ISI std 2 IMEN V FA'CfBff O' STEP$ SWII EF N$(NKEO. W 0 -ILA FOR G.DI } DITSUM GAMES OF CONCRETE SNALL BE BONDED WIN A WONR OF 1/2', 6. CONSTRUCT APMxas CAN Nix Sli UNLESS =W E SOW UN W/M. S :W W 1 1/2'CHTOR SPRING PEIREEN RENFORUC AND CCRDAE SURFACE 4 IRRAL 1" SLFR.IFmflTaN RAR Ax'6 OPfNBIG: a DMAIF,M. u axeu NL Ir AU lUa Wl4NN u AXION r'I fin UNIONS SHIA LEGEND ON PLAINS; Bf MO%F!U PWF WbDFPS LO % STgMN ON PUM. 9 K WIALEM $DEW:LK. TIE S id 5AB CF ENE — .- rHi AR sl O YetfAF , Gi[N R151N SxiLL MATH AQ AALWNR SI1WE AW FMX.. 1) REFER TO AGENCY SPECIRCATOMS FOR TRENCHING BAOKFlWNG AND COMPACTING WHERE B Nle SAN DIEGO REGIONAL STANDARD DRAWRHS�'��•' at, AGENCYS ENGINEER -. 3) FOR PIPE BEDDING AND TRENCH DUCKBILL SEE SP -02 - -- aRbYl IEGDA ON PAINS lam B reed Dote 1 .17 R M INATI CATCH BASIN - TYPE F 5 U!q CIVtI „µ2s OFD l�. R roNR'oM uc Draw ss. CONCRETE PROTECTION FOR D-0T caw I L Rem u(b <6 war NUMBER TMPI� x IRmKS wxExE I I DIRECTED I RDA TEE PLAN SIXEEi GRWIA I I ' SURFACE i CNU55 m t TEE EIEVAmN to- mm TWO NATIVE MATER6LL REDUCER VDN SDA6 P N1 SEE NOTE BE OW fNCTINI �T PNGHCB BIINX USE SNORT LENOLH..� \ yyRp AA ASEAN ENO GM VFFY SENDS ELEVAION N) 0 ADOMONAL THRUST &LOOKS. ANCHOR BLOCKS AND NOTES SEE WT -01 (2 W 3) & (3 OF 3) 2 THE ANCHOR B.OLTKS ON VERTICAL BENDS REWIRE AGENCY APPROVAL SAN DECO REGIONAL STANDARD DRAWING RL'Tad STMW coven¢ CONCRETE THRUST AND AN „5„ a. 'E BLOCK INSTALLATIONS NAB WT 01 m W 5 F: \PROIECR \1695 \OW \PVNB \PFECIBE CRADMC \BUILDING P GRADING %AHB \1695- 002GP- CSI - LID- SN.DWG (11 -2D -16 1090:90.NA) Plotted ay, lizeMe solozor i J1' R I Y�FESS/ @$gg �+Ol I �T�Y�- p�rcemx r� �l 6Y64 x5 \kHY `ma New TRENCH SECTION TRENCH SECTION CONCRETE PIPE CRADLE CONCRETE PROECTON std iry FR 9mm Mem aLL G ��Py -:aFR Mw A O m i 2 - TRENCH SECTION CONCRETE PIPE ENCASEMENT NOTES 1) REFER TO AGENCY SPECIRCATOMS FOR TRENCHING BAOKFlWNG AND COMPACTING WHERE APPUCABLE 2) CONCRETE CRADLE SHALL BE USED WHEN THE TRENCH SR I AT THE UPPER UNIT OF THE PIPE ZONE EXCEEDS THE MAX MOTH SPECIFIED ON 5P -02 AND OR DIRECTED BY AGENCYS ENGINEER -. 3) FOR PIPE BEDDING AND TRENCH DUCKBILL SEE SP -02 - -- IEGDA ON PAINS INNAN B reed Dote SAS DIEGO REGIONAL STANDARD DRAWING oxusunmos meu (XipMY1 Kerc"wal 5 U!q CIVtI „µ2s OFD „WIN CONCRETE PROTECTION FOR FUSCOE <6 war XuxncR SP -03~ SEWER PIPE 1 N N I N I I N I N 0 Ne /11s NUIHR F: \PROIECR \1695 \OW \PVNB \PFECIBE CRADMC \BUILDING P GRADING %AHB \1695- 002GP- CSI - LID- SN.DWG (11 -2D -16 1090:90.NA) Plotted ay, lizeMe solozor Y�FESS/ Y O m i 2 - c 75822 * ESP. 08 -30-20 11i U!q CIVtI „µ2s OFD FUSCOE 1 N N I N I I N I N 0 58554, 1500 -R. 9se.597.03]s rw'Cblmm�coml3T STANDARD DETAILS ^mow %18 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVAL DESIGNED RA CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT GRADING PLAN SET SRN 5 -4 -20 DESCRPTON: FOUND PT. NO. 1026, NAMED FNC oa /zyzozo TNT. DATE PLANS PREPARED UNDER Tc�``l^_ SUPERVISION OF DATE: 11.2s.Ib RECOMMENDED: APPROVED: I� GRADING PLAN FOR: DIEGUENO MIDDLE SCHOOL NEW CLASSROOM BUILDING'P' 13852 - G - Ispi PUBLIC WORKS NA - -- B N DATE PLANNING NA ___ LOCATION:• .SMITH / �S�A 2160 VILLAGE PARKWAY HELEVATION, OF TURNER AVENUE AN SHIELDS RECORD FROM: FOR 18416 $Ewn GVw.vA g.M.pO � 1111 j��~ BRYAN D. SMITH R.C.E. NO.: C 75822ES EXP.: 06 ONDs �� /TA& l EONARD J. N ER - INRSR CN ENGNEER eta ENCINITAS, CA 9202A SAN DIEGUITO UNION HIGH SCHOOL DISTRICT REVIEWER JCIO 4/24 CITY ENGINEER DATE DATUM: NAM INSPECTOR KK a /2a -30 -2020 MTE NOTE PLANNING CASE NO: � Al 257- 050-81 SHEET 10 OF 10 F: \PROIECR \1695 \OW \PVNB \PFECIBE CRADMC \BUILDING P GRADING %AHB \1695- 002GP- CSI - LID- SN.DWG (11 -2D -16 1090:90.NA) Plotted ay, lizeMe solozor