Loading...
HomeMy WebLinkAboutDWG 543-4A; PD 2023-0013; AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION; 01-274653 CARMEL MOUNTAIN RD, SUITE 308 SAN DIEGO, CA 92130 RUHNAUCLARKE.COM SHEET 3 - KEY MAPSHEET 4 - GRADING PLANSSHEET 5 - GRADING PLANSSHEET 6 - GRADING PLANSSHEET 7 - GRADING PLANSSHEET 8 - GRADING PLANSSHEET 9 - GRADING PLANSSHEET 10 - GRADING PLANSSHEET 11 - GRADING PLANSSHEET 12 - GRADING PLANSSHEET 13 - GRADING PLANSSHEET 14 - GRADING PLANSSHEET 15 - GRADING PLANSSHEET 16 - GRADING PLANS SHEET 18 - UTILITY PLANSHEET 19 - CIVIL DETAILSSHEET 20 - CIVIL DETAILS SHEET 22 - HORIZONTAL CONTROL PLANSHEET 23 - HORIZONTAL CONTROL PLAN W SD 21.70 FSSHEET 2 - EXISTING CONDITIONS EXISTING STORM PIPING EXISTING WATER PIPING PROPOSED CONTOUR EXISTING CONTOUR STORM DRAIN INLET STORM DRAIN SPOT ELEVATION EXISTING BUILDINGS ASPHALT CONCRETE PAVING WWATER PIPELINE FIRE HYDRANT THE SOUTH HALF OF THE WEST HALF OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 12 SOUTH, RANGE4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 LANDSCAPING PLAYGROUND SURFACE SHEET 17 - GRADING PLANS SHEET 21 - CIVIL DETAILS FS = FINISH SURFACETG = TOP OF GRATETC = TOP OF CURBCO = CLEANOUTFF = FINISH FLOORFG = FINISH GRADEIE = INVERT ELEVATIONTW = TOP OF WALLBW = BOTTOM OF WALL THE BASIS OF BEARINGS FOR THESE PLANS IS A PORTION OF THE EASTERLY LINEOF SECTION 27, T 12 S, R 4 W, S.B.M., AS SHOWN ON R OF S 10774 N00°42'22"W. PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE W-2** W-17** PRIVATE PRIVATE PROPERTY LINE AND R/W PRIVATE GRADING QUANTITIES ARE ESTIMATED FOR BONDING PURPOSES ONLY AND ARENOT BE USED FOR FINAL PAYMENT QUANTITIES. CONTRACTOR IS RESPONSIBLE FOR COMPUTING EARTHWORK QUANTITIES PRIOR TO BID AND SHALL NOT USE THE THESE QUANTITIES FOR BIDDING PURPOSES. 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BESIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - TELEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILSTEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDINGSHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TOTHE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PERCOUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALLREMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUNTRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPESHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FORDIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I MINIMUM 2 WEEKS PRIOR TO ANYSCHEDULED WATER SHUTDOWN. N/A N/A N/A N/A 88 TOTAL 4,120 L.F. N/A N/A 126,033 S.F. 57,930 S.F. 77 L.F. 1 EA. N/A N/A N/A SHEET 24 - SINGLE SHEET BMP PLANSHEET 25 - ARCHITECTURAL REFERENCE DETAILS (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITYOF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAYPERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALLREVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, ACERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUSTBE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACHOCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUSTHAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSEDIMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THEIMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'SPERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVALOF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONSBY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OFCALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILSMECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIREDPRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADINGSHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILSINVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THEPROJECT INSPECTOR.14. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FORCONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OFTHE WORK. THE CONTRACTOR WILL BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BEMADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THEEXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATIONTHEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AREGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTARTUNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITYENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDINGWARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS.(A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENTCOUNTER.) 21.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE AMINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OFEROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND ASAPPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALLBE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAULROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THEGRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWNON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANDANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLYAHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) ATLEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. A. FOR CONTROLLED GRADING - THE APPLICANT HIRES A CIVIL ENGINEER,SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT - THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITYCODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT).(2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS AND PLOTTED TEST POINTS THE REPORT SHALL ALSO INCLUDE A STATEMENTBY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FORANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. PROPOSED CONTOUR PRIVATE N/A167 CONCRETE CURB SDRSD G-01 3,430 L.F. CURB AND GUTTER SDRSD G-02 1,190 L.F. CURB RAMP SDRSD G-27 5 EA. RETAINING WALLS PRIVATE 825 L.F. HEAD WALL SDRSD D-30 4 EA. BIO-FILTRATION BASIN PRIVATE 8,800 S.F. MODULAR WETLAND UNIT PRIVATE 1 EA. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 SAN DIEGUITO WATER DISTRICT (760)633-2650 LEUCADIA WASTEWATER DISTRICT (760)753-0155 VALLECITOS WATER DISTRICT (760)744-0460 OLIVENHAIN WATER DISTRICT (760)753-6466 BUENA SANITATION DISTRICT (760)726-1340 x1330 I, , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OFAPPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OFTHE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4A MODIFIED CURB OUTLET SDRSD D-25A 2 EA. TYPE B-1 CURB INLET SDRSD D-02 2 EA. STORM DRAIN CLEANOUT SDRSD D-09 4 EA. TYPE F CATCH BASIN SDRSD D-07 3 EA. PARTIALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY,INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (≤5%) - 70% COVER WITHWELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPEMANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. 3) RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE.4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGNAGE, ADHERING TOTHE FIRE PREVENTION ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:* CITY OF CARLSBAD STANDARD** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING *** SDRSD AS MODIFIED BY CITY OF CARLSBAD SEXISTING SEWER PIPING PRIVATE N/A 160 WALL DRAINAGE CHANNEL PRIVATE 518 L.F. SHEET 26 - STORM DRAIN PLANSHEET 27 - STORM DRAIN PROFILES LIMIT OF GRADING PRIVATE N/A DRIVEWAY GS-12*/SDRSD G-14E 590 S.F. VERTICAL OFFSET FOR WATER PIPING W-31**60 L.F.W 01/31/2024 1/31/2024 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 GK\IJII\(; NO'll'ES NIA 34. PERMIT COMPLIANCE REQUIREMENTS: "DECLARATION OF RESPOKSIBLE CHARCE" I HEREBY DECLARE THA Tl AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CROSS CIVIL ENGINEERING ADDRESS: CITY, STATE: ----------------TELEPHONE: 858-519-7783 BY: ,4J{ £ JEFF R. CROSS I I) DATE: 12-12-23 R.C.E. NO.: _Cfil5_3{)_ ___________ _ REGISTRATION EXPIRATION DATE:~6-=3=0-=25~------ SOILS E:'-TCI:'-TEER'S CERTIFICATE JOHN F O'BRIEN NOVEMBER 14TH , 20 21 AND JANUARY 6TH , 20 23 COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ~L ~ C) ~ G.E./P.E. NO.: ____ 6_5_1 _________ _ DATE: ________________ _ LICENSE EXPIRATION DA TE: 3/31/25 OW'lElfS CERTIFICATE I ( WE) HEREBY CERTIFY THAT A REGISTERED SO/LS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT,-LATEST ~ - ~SICA KIMBRELL DATE • • • • •• WATEH l\O'J'J<:S ADA:'~DO'{YJEKT NOTES SOURrE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON, MAY 3RD 20 _21__BY JL SURVEYING TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. 1-'l{OJECT LOCATIO_\J THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-050-74-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 337 E_~16=8=5 ________ _ DASTS OF DEARTNGS ADDREVIATIO'{S CITY OF OCENISIDE I I\:~; I '.J '.:..<~;-, I C TY OF VISTA WORK TO Df DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEER/NG STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDA T/ONS BY NOVA ENGINEER/NG ----~DATED ~2~-B~-2~3~ __ _ OF MARCOS 6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. STORM WATER POLLUTION PREVENTION PLAN PREPARED c::::E.AJI >-=- C -y OF UJCll'11TA.S lt,llF:X OF SHFIF:TS SHEET 1 -GRADING TITLE SHEET LEGAL DIF:SCRIPTIO'{ PROJECT ADDRESS 6900 AMBROSIA LANE, CARLSBAD, CA 92011 DEVElOl'EH NAME: CARLSBAD UNIFIED SCHOOL DISTRICT ADDRESS: 6225 EL CAMINO REAL, CARLSBAD PHONE NO.: (760) 331-5000 HEFEHENCE DEA.WINGS DWG NO. 302-8 PUBLIC STORM DRAIN DWG NO. 1989-04-52004 ALGA ROAD K-B DWG NO. 292-2A CARLSBAD TRACT NO 85-35 DWG NO. 311-2 PUBLIC WATER MAIN ALGA SCHOOL SITE EARTHWUEK QUA_\JJl'l'IES CUT: 13646 FILL: 8,756 IMPORT: 0 EXPORT: 4,890 CY CY CY CY REMEDIAL~· _8=0=0 __ cy DE:'-!CII YIARK DESCRIPTION: CITY OF CARLSBAD SURVEY CONTROL NETWORK POINT #39 LOCA T/ON: SET 2.5' DISK IN CURB, WEST SIDE OF AMBROSIA LANE, 0.2 Ml. NORTH OF CONOSO WAY AT THE END OF A HEDGE. RECORDED· BY HUNSAKER & ASSOC/ATES 5118/2001 ELEVATION: 247 56 DATUM:_~N~G~~~D2=9~---- DATE INITIAL REVISION DESCRIPTION BY CROSS CIVIL ENGINEERING DATED 5-22-23 WDID NO. 9 37C401787 8. STORM WATER QUALITY MANAGEMENT PLAN PREPARED 2 TORY WALKER ENGINEERING DiJfcD 3-24-23 9. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTIO:, DWG.NO. SYlIBOL ./iiiL., "'3 @ li?i1 ill -----cJ----- . I qlLINTITY l'0ST-C0:\JSTl~CCTI0.:l UMl' TAl.lLE TYPE OF.Sr:RTPTTON OWNERSTJTP ,-, ,.-~ ~•u,.Y.· /h'/S /J?f"/\ ii')Ci_i_iL)ES Bi_/T iS .1\,ic--;; !___,'1\,;i,11ED TC: /--Si ,i C VJiJi'~i< it'-/Ci_l,10.1/",I~ i ):..JSi_iC i,i,'i; :·f-?:J'/t).--:U:_1\1 i S Ai\i~! i =_iii :c;;..,'A,L:' ~;is/ i'_ih:6.Ai'>.'Cc__ St_iC:-i' AS 'v-'c_h'iC:Lt_ A,\;~:: i=_(),'_///}1\/jt_,1'.// S//.1C'.//)C' CC),1\1S/:-.;_'1_/c:·;,1c:,,\,I MAI.:lTE1ANCE AGREK\.fENT P,1 --- SITFET NO. k J 11 ;1'1All\TE:-.;ANCE FREQUNCY /1i01'?/(1-17 1--:J'.):" Ti?Ai_,'_i(1 SC// .!J.'v'1-,' ,c·,,'/ ) T,1 /Tr 1--------------------l T,1!C:\1Ci/CS, CAC:r::·,,-/LL CUTS A/\/0 SLC.°C <C/1///4\Sl F'F ./JF',-;FTI Fl 1· I SH~ET I ,,: Ii---7\ .. / OF (' h R·LC'B :: [1 SHEETS I , '--· - 1 \..._,.;_i_ \ .. ,f_J .11 , ENGINEERING DEPARTMENT 0~ d GRADING PLANS FOR: GR 2023-0022 TITLE SHEET APPROVED: JASON S. GELDERT r..,,,, e,,.,,.,,, tt ~.,, ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 ENGINEER OF WORK SD SD SD SD SD S D SD SD S D SD SD SD S D SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD S D S D S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD S S S S S S SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S W W W W W W W W W W W W W W W W W W W W W S S S S S S S S W W W W W W W W W W W W W W SD SD SD SD SD W G G SDSDSD SDSSSSSSSSS SD SD S S S S SD SDSDSDSDSD SD SD SD S D S S S S S S S S S S SD SD SD W SD SD SD W SD S S S SD AM B R O SIA L A N E AM B R O SIA L A N E SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD W W EXISTINGMPR / KITCHEN BLDG AVI AR A PKW Y. AM B R O SIA L A N E EXISTINGBLDG300 FF=153.50 EXISTINGBLDG 500 EXISTING BLDG700 EXISTINGADMIN BLDG EXISTINGLOUNGE BLDG EXISTINGLIBRARY EXISTING BLDG400aFF=158.20 EXISTING BLDG600 PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTINGBLDG 800 EXISTING RELOBLDGS EXISTING RELOBLDGS EXISTING RELOBLDGS EXISTING RELOBLDGS EXISTINGRELO BLDGS EXISTINGRELOBLDGS EXISTINGRELOBLDGS EXISTINGRELO BLDGS EXISTINGRELOBLDGS EXISTINGRELOBLDGS EXISTINGRELOBLDGS EXISTINGRELOBLDGS EXISTINGRELO BLDGS EXISTINGRELOBLDGS EXISTINGRELOBLDGS EXISTING RELOBLDGS EXISTINGRELO BLDGS EXISTING PARKING LOT EXISTINGPARKING LOT PROPERTY LINEPROPERTY LINE RUHNAUCLARKE.COM 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 AVIARA OAKS ELEMENTARY SCHOOLMODERNIZATION PD2023-0013 543-4A H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 IL I I I f I I 1 I I fl V I I ~ I L ; "', 1 I '\\\\ \ i', \\ ,,, " ' ' ', , \ \1-\ ._ .__,1 \ '~.' \ \ '. i'• ', I ) 1-,..,--c; • ( ' \ '\ ✓ / r ""· I I I I I I ~ I -· '--;~J'.___"1 '$. •• , ! /. ,------' " .--: k -'--~- - ~ , -,,1~!•-'·. I-,-. -"' • + " • j, ,'/ ' --t,-~ ~-' "' . / / / / / / /// // //'~~-'· 11 . I ~L--_ 1'.//-//,:/'. ',: ·'.~/~,; "- [/// j ;':_·:·.t.) •' /;:'.::<;;// ·' 1, ·1 .. -,;. /,. .:: . .~, ·,;-:, ,)/,,/· --. '---------#--~-... ~ -~""" "-~~-, ----:_-.. '';.<: ,-ii',','\; ·" •. ', }f"•l :;;.-'(' 4" ~ \ .• ,-----~- --, _ _ r >< .... -/ .. / .. ' l'½--0·~-----., ~--.,, //-',-,/,,,i,' \}' I /, \ . .\ ,·, I \ ;;~\;\ I I I I ~i it\'; ;i i; . Ir i:";uJ/ { /. U/> 0 .I W ,;I 1\i . ,•i 11:I i,::'/ // /,. /// ) / ~ -r -I i : ~ ). . _. 11 i ; / /_1··~~ --··~: ~-C/1 .·: . 1:1~,1~' -· ~ J: ~IJi/ ____ :Ji---~\r····· --.. -~ _ _,..______ --=--•'(;~;-)--_-~---_--_:,-,_--=--=-•-.._-,: __ -_ ·-=-' ---:~ -·--{,,~/ •_-.-------'-----.--· -r:·',1!, ·~ L -·,,1 .-'ic,-~ :--.~----'c ... 1~ . Ii 11 1··· _,f'-~ ,v~," r·.-_.-~>:::_ __ ~--"·:·· ~ ", ~cea"-===~!-"--~='"--.. ;· !!$:~< ,i;· , -> "' • -., r '-!~ ~~ ~ ! _1c;; ~ti("~' ['z fil ~~ :-:;t-':-:_j- 1 r: - ~ . ~ - - - - -- -~ - - -~ - - - - - - - -~!.~ ~ c_;f _--~ -·-t~~f -~----~-~-,,&--_-: "••:I I • •• • ~ ~5-B~ ;;-; .: • :.; • • -=-_::~;c CC;}C"~?-;: V --cc ~ i .c~;•s ·c ~ f:'/\1 -I ♦ j;;' ··-"·."'· ,·L •• .. /;' -, ; :) i'/// ;:--.4 [El~ 31lJ ;~}='!'" \''.'.\, /; ll:tbs _\ \; l / I 11 f-/ '"/ I/ / \ii! ~ '/d ~ .ct--,1, /:>::·' ·~·_c__•i .. I ~1_ ~//'=."l~:/~.; ' ¥Gl'iL -'-I, [Ji 7 /1/1~=/1:1: 1/r~-~ ~/ Ir=: ~ /1JF//1r/ 1r n/'"7.F'•77 I ti\ '~. ;.--·~ ·.! -,·t~ ·~ ""/<'i-~f_f_-,_·"-~-,;c-··±r~~,·•.·.·1· r:·,·.,·. t: 11 : /! / /; : • /.I ; /// "'~~/ ~; M~·/' ' ' Jr / j \ :ii ' W". .. ·.·.·.::-.... f ... · .. ~ \. \i'· .. ·1·:iJ/' r.,e/1"_.";!1./c>'"'r/·t:1~ c__J i1 , ~ / • 4r ~ i1::. ,-.. ---_/ ----~ ~ \ j~~·=-~,,,, . ;1 ~ • r· / i fi - . • ~ "b ~·Jb ;.s=J~Lu /i/o"~· r;;" :ft / ,1:,,:,: I ~ •. 1=:r ,L · • , V ' ;.;>1 .:--4 ;""i i a!~;! !' ·~~-L,,----:,... ~H~-~ I -=_=·:· ·_•_:-: //: // y \'! ··1111·:•·. ~ 111;,~:•;": I I [J'E 11 I I: II: I I;,,, . / rJ !,J ,•,1''1.·· r--q :--7 : I ----(+c',)" .;,\ 11\1 1111 " f I r , _i1 ~ 1/ 1 &, ~,.'1 " • 9 \ ;11 j; 1; ; ';: \ ·· i r ]I 1 . 1h 1'111'' / ·n-__c•c)=y~;; ·~1 .-," 1 ,.\,"I • ·\ 1 :1," •,/ ; •• c.:.•· -+'.~~l 00 t L. ~ J: -L ~ '~ 1iii::!/; )\ \\. __ _ \. I • ' ' ' ' ' ' I I I I I I ; I I I i ~ I . "~. -· I ~ . I ' I 11'i. ! : : I II: --1 ==~-~-----'----=-~-~'~ --' I / _,.) ~:q-:;;:. J-1 ; - ~ / i"· I --•. -.-., ·) ~ ,', •---•• -,1------.;.---'..-v --_::-:--- ,-- -....::.. 11:, - , -I·,,/ t''-t l I . -L-,t,· 11 I -1----; I ''1 y' -~-"•-' ~ ------I ·---(~ji§-)----1-\-, 1,1,11111 ,' .'; 1·1 I ",ii ll'ikfil-_ •ilL' '\~ •. [7..e--~;J·~"" ' 1 · : ,-ck2:1cc::-/"' ~ ~'1~-.~,/~'1/c' \ ",' ,1 / • ••• J '-w1.;·~1-,,1T''u rr-11 . .:1~~rnr' -. -, ,· '--~~ ' I, 111 'i1 :: \'ii ' • , )"~ _/ -I. - • ---""-, I / 1'• 1111 "·'··•/"--·/---•"".7./, I,' ... ',··.', ·j ',',. ,',' L-1-_,i I' .--'11111111, ------1 ----~_-•,..· ,.'·;_,•·! _:-:'·· ~ '--"--~-,/-:-·m-""---+ __ ._ "~~"-1 -. ·" ·, 1 'r1,,'=.i. ) 1 /·. • • /,.~~:-\\ .,. / V j --' ' ' ,-••• -1 .. 'T ; 111 1,'·.:: -~::_~-:fl1 . ·, •. ' . ' ll x·n . .., -~ _i-v • ' ·' \ II ,, •. ,s,;.·. -. -_f_i',1 1' 'i /:-~· --~~ -=~~~ i-,.,.~----~~.~--.~.--c.-::..~--~~-----:_~--k i, d 11'1> .~.·.;\. . . . 0lt1,.·1~11 I\ ~' ;', f,'., ,_ ., -~ ' ti '/ ' " w \:I Ir .1··_ '~~---~~~-.;;]1\ ,:· .. '·0-,1 .• 1 .• ..•. ;\' .'.,[··.···.· ~' ~ ·~ ' • .,. 1· ·I•.,... I •• ,.,, ,._/,--r''"----.,.,,e_., .,.. ),\!? :;"!''""~"ii(" ~.-'. +--. 1"~ .,, _LL_ " I' ' ; ... --.~ .. -,~: "'· i :' . .. . , , . ·'"' /---'c-~ -_, ,----~~ ,. , , , ... I' ~ll/ • - , • / /ri:D'.li ,1 I /; ~ '1 • : ,1,·· .. · ,,> • --· •• 'tr ,. ,. fw:~.,.:-• :·//tl/(_,. X -.'fY,,-/ ,-1'·'~--~;: ... .::~...:.::2'~·<=-:--~'~ .. "-✓1 -_;_____J "W· r.,n; i:._.r-,"-:.:~,~752:F __ ~<~_>(i:1 .. --· 1'1/ .,J/ ~ / ··,'/' ,"[-----'---"''• /' ' ,:i-'.\·,lt - -/11,V ~·~~:--:::_.,.,-~-_,.·-:...-..,..,_---+----,, \~\ ·\ J ,.,j, 1 ~ 1·, ;;;w»·'·ty•;rxS111 "¼'c"'.:.-_._-_-/"5()----::~-:---.1/t / J ),, ,!y \1 ' --~/,--::::i' /,<1 1 ·1::,·;;r.~~1',·•···~-,, •.··,·. ---· .. -.·:~.·1'·,•.'·::.,,/·1f ~----'k?+ ---~-}:,,,--~-\\~~--::::··_,,~I··"•--"' '"''"c-F-'c'~-'/1, __ ' "Ml,t .•. // · .... ; .,r+ I { rl-----_Jl)7",J--.-: •• _-----;.,::_.'r :~'',:07,,:';'P•/'///,·12r"••;" --1;·•;· o'' -~ i.-.•• \~,_ _ _. ___ ,.,11 .i--~----"'-i: ·.1--1, _"'!fM S / . / · •• " ;;=:( ' .I ,r4T----.-,.l-'" -~1 :.· !~ I!-/ "! .j ,• 1V i /., ,./ 1~1'.t1:J· ,w «F'-'=-:'.t"'. --~1 1 ,~1~~! ~~"1 , ' ·+-~\'':·,: #' -----~-~--" ! _,__. / ; ·! \_Ii_ , J/11---k ___ •• --:·.:.,__,<.·· ·, ,, I' 11•"' ,. ~ ' ,,, P·./ ~7 -,rLl?k m ' , , \ \ \._,-· · • + JL +•, ~ '1,_' ., __ 2rl·---ll: .. .LL/ ·:..·· • ••• f /ilrii1<>,~ ;?"/' -77--· < ,~)I~ I ,a; i1:1/l :////w:/';.;lli";-=--..!...._ -\'<;ii'~ --:.:•:::t :Y y / •;V ·~ _..ae:'r1~U-----J--,O--! ' •·.-_ •. :--.·1.-.'.: .··,,_ .. 1 .. :.·.1;;:,· ... 1:~;.' .. /:111 ... •.:··:.·:.•.• J./ ~."_._I /J_'. 7_\,--'\._r / ·l./i .. ..,,j1,l .. f-~l_·.~ ~t-0~1•0fllffl·~i1+11 --.--t ' V \ _:;-:-r 1~ -~ , --,----!- - !----r '., -;-:~ .,., ,..,, L .{ --t~---: .,./1 H,1-1 -;::-,--J-, --T ··I f'' i __ '·,1·;· •.\·1.,_r·,<11.t .. '.•'·· .dk. '¼ ,. " --11 \ "rr·--···_ru·u,=+-,·. • '.j)r: 0 \ --' ' . J~;' ,;\\.lcal Ii~ / j I ' ' ,--r--J.tjj_,.1.;---cc' ··r· I ,··1 1 ,. •11 ~," ,. \,f·. ·.-·/'1 ' 0 '-=111=n''l·l[::-! • -·--::_.-------·.-:.--,. .I "<-c ' .--·--;?, ,----_,, / / _, ,---__ :-~:.:. / -___ _, .. / ·~;~,,f,,,i: ---1 ,1-,, \ 1•" 1/. ,~1 • --• -----:°:o , • --I _---1.. ,.1 ,: y , --.~l-, • :'"ii:~ " ~ ~-------· :~~c_...c~• <11 I ,. ·--.~ -!. , .... , \, :1 -,---' , , , 9 ~i iJt I •• "·· 'f---,-_',' ) "/ 1' i \·J ' / ,\L /'=k / / //;-; J 1-- L J; -~~ I \<·> -,,-· L --r l 11-~'"'-•'"'' -,, ) -A ) L -.>-· • • J----. :~f-I",~~f:\'.-~~liT ·~i%1/' 1/· ~~ -·~. _,._·--,.-'·-'J .: .---///;/ c-::. 7.-- - - - ~---~ - - - ~ · --- • ., .., .. , l \_:___. ~---' ,, ' ' ' • ' ' ' C I I ' " . . ' ' " / -- y ><. ",,.<: :·;,<:,:'/>' ·-., .,,.~-~ "_;·--'-,/' ,-,·-.;~> _J><: "-v: :< -'c_;// • --c ~-F - • -/~--/{,.,·,·,· •. ·.-.•.···.•.;~~>--·~'-;f' / <-··_·_:.-·~,/-- - -·---. .,. / - ,--., ., '' . / / - -~ ,,. > ~-,o:i / ::;;/f;,:"'. / ,.~ -;-,,~<! ~ , --!---/ ., --- _:-7;/ -~:;/ 1/' ,..>:~~~~· ---_,/0-/ .,, "/>'· .. ,;;:? --·,--·/y .-_,.,-. / ~' A .C ~.·.A. '\. r-,.J/ 40 I GR1\PTTTC ( TN NCH '\ .. ,,::;t:'.7 ~@[ffi~@ >::;,~:()~~5:~;i<::> 3775 TENTH STREET, RIVERSIDE CALlFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALlFORNIA 92010 (760) 438 5899 / .,,.. :; DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK DATE \-.<' j.> INITIAL OTHER APPROVAL -----/ . . / ' / ___J ,"°/ ·::.::= l~/. // '<·<<· DUIL T ' - CIT SHEETS ENGINEERING DEPARTMENT GRADING PLANS FOR GR 2023-0022 J,:XJccTJJ-IC' CONlll'J'lON~ APPROVED: JASON S. GELDERT r,,,., e ...... tt 1o .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DATE INITIAL CITY APPROVAL LI ~_v:□_K_D_:_:_:1 ___ _JI I PROJECT NO. 11 DRAWING NO. SD S D S D SD SD SD S D SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S SD SD SD S D SD SD SD SD SD SD SD SD SD SDSDSDSD SD SD SD SD S D S S S S S SD S D S S SD SD W W W W W W W W W W W W W W W W W W S W W W W W W W S S W W W SD S S S S D S SD S D S S S SD S D W W W S AMBROS IA LANE SD SD SD SD SD S D S D S S SD AMBROS IA LANE SD SD SD SD SD SD SD W W W W W W W W W W W W S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD CO M M COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E G G E COMM COMM E E COM M COMM E CO M M CO M ME E E E EEE E E E E C OM M COMM CO M M COM M E E E E E ECOMM CO M M C O M M E E COM M G G G G G E E E E EECOMMCOMM E E E E E E E E E E E E E E E EE G G G G G G G G G E EE COM M CO MM COMM COMM E E E E E E E E G G CO MM CO MM COMM E E E E E G G G G G G E G G G G G E E G G G SD SD S D SD A V I A RA P K WY . AMBROS IA LANE EXISTINGBLDG. 300(153.50 FF) EXISTINGBLDG. 600(150.25 FF) EXISTINGBLDG. 700(149.10 FF) EXIST.BLDG400(158.20 FF) FUTURE RELOBLDG EXISTING BLDG. 500(148.80 FF) EXISTINGBLDG. 600(150.25 FF) EXIST.BLDG400FF=158.20 FUTURE RELOBLDG NEWBUILDING 800CLASSROOM151.00 FF150.25 PAD RELOCATEDTOILET BLDG.149.50 FF AM BR O S I A L A N E AVIAR A PKW Y. A V IA R A P K WY . 4 5 6 7 8 9 10 11 12 13 14 15 16 RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 17R/W LINE R/W LINE H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 ,[" .--,-- :1 J I :1 l ' ·I :1 I . :~~: 'I 11 11 . ' I I i I j 1'='" =,--._~I 1,+ I ·ttt' ~ 11 " . ;,[" ~1, ' : ·: 'v "' I , . . I /,";, I; ' ~ './ -', -.. I I I I ' .. ·'' • I L ______ _ - ' . ',~,) \_ ' ,, \\,-J. I // ,.. // GRAPHIC (J ~ 1-, •• ( IN FEET lNCH -00 F'f 1 (JC: I 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALJFORNIA 9201 □ (760) 43B 5899 ' ' I ' ' ' ' ' --- I I I ' ' ' ' ' ' ' l ,.-,". 1 I I I I I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I I J L, k J 11 p ' I SH~ET I r·: I"V OF (' h R·LC'B :: [1 ~ - 1 \ _ _,.;_i_ \ .. ,f_J .11 , ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 KfY M.c\P SHEETS 0~ d APPROVED: JASON S. GELDERT r.... e,,.,,.,,,tt ~ .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE C---D_A_TE __ IN_I_TI_AL---j_D_AT_E_~IN_IT_IAL__, ,I R~Wl':i_~DD-~BYY ___ ' ___ ~l ,I ___ P_R_O_JE_C_T_N_0_. __ ~11 DRAWING NO. OTHER APPROVAL CITY APPROVAL _ . _ .. SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W WWWWWWWWW W W W G G G W W W W W W SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD COMM CO MM COMM COM M CO M M C OMM E E E E E G G G G G CO MM COM M COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CO MM E G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G COMM CO M M CO MM CO MM CO MM CO MM COM M CO M M COM M E E E E E E E E E E E E E E E E E CO M M COM M COM M COM M COM M E E 1 6 7 164 164 165 166 162 162 161 160 1 6 0 1 5 9 163 1 6 1 163 16 3 164 165 165 165 162 161 16 0 3.6%4.3% 4.0% MATCH EX.159.70 TC159.20 FS 1.8% 1. 9% 159.97 TC159.47 FS 1. 5 % 1.8% 4.3% 160.00 FS 0. 5 % 167.55 TC 167.05 FS 167.50 TC 167.00 FS 1.1 % 1.3% 2.1% 9.2% 4.0% 3.6% 1.8% 1.5 % 4.3%4.5% 3.8% 0. 9% 4. 6 % 3. 7 % 6.2% 159.40 TC 158.56 FL 155.00 IE 162.63 TC162.13 FS MATCH EX. 166.88 TC 166.41 FL MATCH EX.166.76 TC166.32 FL 164.53 TC163.70 FL 167.35 TC 166.85 FS 1.5% 162.89 TC 162.39 FS (162.97 FS) 1. 3 % 163.18 TC 162.68 FS (161.18 FS) 0.4 % 162.78 TC 162.28 FS 160.04 TC159.54 FL (161.25 FS) 1.8% 1.5% 3. 6 % 1.5 % 4. 9 % 2.0% 161.69 TC 161.36 FS 4. 2 % 160.86 TC160.86 FS 161.38 TC 161.05 FS 160.80 TC 160.80 FS 160.77 TC 160.58 FS 160.54 TC 160.04 FS 4.8% MATCH EX.160.70 FS 0.5 % MATCH EX.160.81 FS 160.85 FS MATCH EX.162.86 FS 1.7% 161.54 FS 5.0 % 159.90 TC 159.40 FS 1.7% 159.50 TC159.00 FS 159.67 FS 159.50 TC 159.00 FL 1.7 % 1.5% 159.63 FS 4.5 % 2.1%5.3% 3.0% 163.20 TC 162.70 FS 3.0% 2.8 % 4.0% 161.90 FG162.00 FG 163.30 TC 162.80 FS 164.96 TC 164.46 FS 165.80 TC 165.30 FS 166.84 TC 166.34 FS 164.75 TC 164.25 FS 166.00 TC 165.50 FS166.12 TC165.62 FS 164.64 TC 164.14 FS 165.54 TC165.04 FS 164.25 TC163.75 FS 164.71 TC 164.21 FS 165.07 TC164.57 FS 166.20 TC165.70 FS 164.78 TC164.28 FS 164.32 TC163.82 FS 162.88 TG 158.88 IE 163.38 TC 162.88 FS164.08 TG 160.00 IE 165.04 TC 164.60 FL 160.00 IE 162.20 TG 159.20 IE 162.40 TC 161.90 FS 163.62 TG 160.62 IE 163.50 TC 163.00 FS 162.71 TG 159.62 IE 162.91 TC162.41 FS 0. 9% 164.44 TG161.44 IE 160.05 FS EXISTING 12" PVC SD EXISTING CUSTODIAL BLDG. EXIST. UTILITY BLDG. EXIST. CA FE TE RI A BLD G . 159.40 RIM155.25 IE 159.35 TG 155.75 IE 159.48 RIM 155.32 IE DEMO EXIST SD INLET AND PORTION OF PIPE SHOWN EXISTING 6" PVC SD 2.0%159.80 FS 3.6% 159.71 FS 0. 5% 159.70 FS 161.14 FS 161.11 FS EXISTING PROPERTY LINE BETWEEN ELEMENTARY AND MIDDLE SCHOOL EXISTING 20' WIDECARLSBAD MUNICIPAL WATER DISTRICT EASEMENT PER DOCUMENT NO. 1994-337927 EXISTING 8" ACP PUBLICWATER MAIN PER RECORDDRAWING 311-2 2.0% 161.01 FS161.09 FS LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING EXISTING FIREHYDRANT EXISTING 8" ACP PUBLICWATER MAIN PER RECORDDRAWING 311-2 EXISTING 1.5"PRIVATE DOMESTICWATER164.17 TC 163.67 FL 13' CURBOPENING 4' CURBOPENING MATCH EX. 166.33 TC 166.33 FL RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 Ii 1, I ,I I , I I I I I l, I I' ' , I ' I ,, . ' V , j I: I '1 I 1: I I I. i i I I ; I l I I ' I: v I I 'I I I I ' • I I I ; ' ' ' ,: I , I : I I I I I 2 I 1 I I I I I I I ' I . I I ' I I I I ' ' ' I I L ' ' I l l , I I 2 I; I /2\ i_<:_/ ' . I I I I; I i I ' I I I I I I I l I I I ,'-,, {' 2· }----~ ,h,___, I I ' I' 11 ' l I I' : I ii, II 11~ II i _,-, ~---(2; I I ; ' ' I ' I I I I A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. I I I I I I. I \. I \ 111 I I I I I I I v ------ -----· - i ---/~---_J_ _ _ ,s; -- /1--.----_:_~ ~--eel- __ 4 MATCH LINE ------------ /\ i.', _j -r v I I l v L_ v I J I I v - I ---~.:18\ ·-,~,' I I r ,----,- lia\ '---~.,.r/ 11 18'---~ 'e---../l ____ _. \ \ 8 - -\--- \ - f -SEE SHEET 5 :·;R/\F----c c.:,--~ /, (": 1 117 F':F:T ) I HJC'.TT = 10 rT DATE INITIAL 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 ENGINEER OF WORK I I l 7 7 1 _L _j- - D I ' _, C T I 1 /, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1 . PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL}, PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 I SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 I SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 / SHEET 21 . PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 I SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 I SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 I SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 I SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 I SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 I SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. ===1;~---;= ,~~c-~ • .~,-~ 0 == / //1 / 11 ::],,.-, 11 -~ I ! T REVISION DESCRIPTION _J I I P 11 TI T' L',\_ I SH:ET I C_T\ '.J F .--•. P..~· L'. B' • c· w I ----<' -< ----< ,,t. ·, "----' \., ~--· l _'.':-'-"._ ' ENGINEERING DEPARTMENT ' GRADING PLANS FOR: GR 2023-0022 GRADING PLAN APPROVED: JASON S. GELDERT r..... e-tt 1,,.,,_ ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. 11 DRAWING NO. r-OT_H_E_R_A-PP_R_O_V_AL--C-ITY_A_P~PR_O_V_A_L---; CHKD BY: _ _ .. ~------~ ~---------~ SD SD SD SD SD G SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD S D SD S D SD SD SD SD E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E G G G G G CO M M COM M CO M M CO MM E E E E E COMM COMM CO MM COM M G G / // / // / /// / // / / // / // / / // / // / / // / /// //////////// / / / → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . →. . . . . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .← → . . . → . . . → . . . → . . . → . . . → . . . → . . . . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← → . . . → . . . → . . . → . . . → . . . . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → 161 160 162 159 158 161 161 160 162 162 163 163 1 6 3 164 164 158 1 6 0 16 0 1 6 0 162 159 159 159 159 1 5 8 158 158 1 5 8 160 161 162 163 1 6 4 162 161 160 159 160 A 25 A 25 EXIST. BLDG 400 FF=158.20 1. 9% 1. 5% 1.5% 1.0 % 1.4% FLUSH(0") CURB 3.0% 3.0% 3.8%4.0% 3.0% 1.0% 1. 7% 1.7% 1. 7% 157.72 TC 157.22 FS 1.1% 158.59 TC 158.09 FL 159.37 TC 158.97 FS 162.68 TC162.18 FS 162.54 TC 162.04 FS 1.5% 1.5% 4.5% 162.85 TC162.50 FS 162.76 TC 162.76 FS 1.5%3.0% FLUSH (0") CURB 1.5% 163.10 TC162.60 FS1.7% 164.14 TC163.64 FS3.0% 164.57 TC164.07 FS3.0% 164.55 TC 164.55 FS FLUSH (0") CURB 163.03 TC 162.53 FS 3.0% 3. 0 % 3.0% 2.2% 2. 2 % 1.5% 2. 1% 165.18 TC164.68 FS 168.50 TW 164.75 FS 1.2% 166.50 TW 163.38 FS 1.5% 162.18 TC161.68 FS 167.00 TW 162.27 FS 1.5% 161.06 TC 160.56 FS 1.2% 168.50 TW 164.62 FS 159.94 TC 159.44 FS 1.7% 1.4% 159.91 TC 159.91 FS 1.5% 164.80 TC 164.30 FS1.5% 167.50 TW 164.89 FS 159.90 FS159.77 TC 159.77 FS 160.11 TC 159.61 FS 1.7% 1.6% 1.5%161.85 FG 159.17 FS 158.40 FS 158.14 FS 158.43 FS 1.4%159.52 FS 158.18 FS 1.5 % 1.5 % 158.18 FS 1.5 % MATCH EX 161.00 FG 1 .0 % 158.63 FS 158.80 FS 1.5% 2.0 % 2.0 % 1.4% 3.5 % 3. 4 % 1.5% HI GH RI DG E HI G H RIDGE 1.5% 158.19 FS 1.5% 158.87 FS 158.64 FS 158.10 TC 157.60 FL 1. 7% 1.5% 158.23 FS 1. 7% 0.6% 1.5% 158.18 FS 158.42 FS 2.0 % 157.70 FS 1.5% 1.5% 2.0% 2.0% 1.3% 1 .3 % 2. 0% 158.00 FS 163.36 TC162.86 FS 2. 2 % 2 . 2 % 163.29 TC162.79 FS 166.00 TW 164.24 FS 1.5%164.15 TC 163.65 FS 4. 8 % 4.9 %2.2% 2. 4% FLUSH (0") CURB FLUSH(0") CURB 162.86 TC 162.36 FS 162.25 TC 161.75 FS 3.9% 4.8% 4.2%4.0% 161.89 FS 0.8% 2 . 0 % 1 . 9 % 2. 0 % RA M P 8. 3% 1.5% 1.5% RA M P 6. 7% 1. 7% 1. 7% 158.53 TC 158.53 FL 1.5% 1.0 % 2. 4% 2. 2 % 1.5% 1.5% 1.5% 1.5 % 1.5 % 1. 5% 158.38 FS 1. 5 % 1 . 5 % 158.00 TG 155.00 IE 1. 1 % 158.25 FS 1.0 % HIGHRIDGE HIGH RIDGE 1.2% 1. 2 % HI G H RI D G E 1.3 % 1.2 % 1. 7% 158.11 FS 157.75 FS 158.18 FS 1.4% 1.5% 158.20 FS HIG HRID G E HIGHRIDGE 1.5 % 1.8% 7. 6% 160.23 FS 160.08 FS 2.0% 158.25 FS 1.2%1.8% 164.40 TC 163.90 FS 163.98 TC 163.48 FS 162.93 TC 162.43 FS 1.6 % 162.55 TC 162.05 FS 162.32 TC 161.82 FS 2.0 % 161.48 TC 160.98 FS161.58 TC 161.08 FS 163.15 TC 162.65 FL1.0% 160.95 TC160.45 FS 161.04 TC160.54 FS 160.74 TC 160.24 FS 160.35 TC 159.85 FS 161.28 TG158.28 IE 159.85 TG 156.85 IE 161.20 FG 159.70 FS 159.42 FS 159.46 FS HI G H RI D G E 158.66 FS 158.76 TC 158.26 FS 158.90 FS 159.10 TC 158.60 FS 159.44 TC 159.44 FS 159.58 FS 159.46 FS 159.06 FS159.21 FS 159.29 FS 158.97 FS 158.81 FS 159.18 FS 158.91 FS158.99 FS 159.07 FS 159.44 TC 158.94 FS 1. 8% 158.90 FS 158.69 FS 158.76 FS 158.51 FS 158.41 FS 158.10 FS 159.00 TG 156.47 IE159.22 TG156.86 IE 159.85 TG157.31 IE 159.22 TG 155.30 IE 158.60 TG 154.20 IE 158.86 TG154.50 IE 157.50 TG154.50 IE 157.55 TG 151.32 IE 166.16 TG 159.50 IE 167.00 TW 162.91 FS 159.05 TG153.00 IE 164.70 TC 164.20 FS 165.00 TG 163.00 IE 162.78 TG160.34 IE 162.66 TG 160.00 IE 163.78 TG 161.00 IE 164.27 TC163.77 FS 163.50 TC163.00 FS FLUSH (0") CURB 160.05 FS 158.78 TG 155.05 IE 158.50 TG 154.80 IE 1.7% HI G H RI D G E H I G H R ID G E 167.67 FL 166.67 FL 165.67 FL 166.16 FL 166.33 FL 165.17 TG 161.30 IE 20 21 DEMO EXIST SDINLET AND 4" SD PIPE LIMIT OF 1:1 MAX CUT SLOPE TO WALL LIMIT OF 1:1 MAX CUT SLOPE TO WALL CONNECT WALL FOUNDATIONDRAIN TO SD CONNECT WALL FOUNDATION DRAIN TO SD LIMIT OF GRADING 1.6% 4. 8% 4. 7% 162.49 FS 4.8% 161.93 TC 161.43 FS 161.55 TC161.05 FS 1.5% 161.71 TC 161.21 FS 161.45 TC160.95 FS 160.85 TC 160.35 FS 162.50 TC 162.00 FS 162.16 TC 162.16 FS 1.5% 2.6% 2.6% 2.2% 161.50 TC161.00 FS 161.33 TC 160.83 FS 160.35 TG 156.16 IE 2.2% 158.36 TG 155.36 IE 158.52 TC 158.02 FS 159.50 TC 159.00 FS 159.93 TC159.43 FS 158.44 TC 157.94 FS RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 ' • J; I ' ' I ' I I I I I I I I I , I I I I I I I I I I i I I I I I H I I I I I I 11 I I I I 1 I I I ' :I .. t' I ,1 / ' ' : 1 ' ' : I ,1 i~c, , ,_2a;·~+~, -=- ; ' I: ' ' ' ' ' :.,j I ', i' I I I. I ' I ' I ' l , I v i I I I I I I l 1 I I i, 'I ,_ ', J \ ,j\ ·, 1 I ,I I I I \; -i ha',_, ---'->~{1. \\ \ \.. \ I \ \ I \ r, I 1. , ', I 2 ", j l2":,-. --~ ',_( 7 ~. t----~~. 2) , ___ / ~--~ 7 ' ----1 ~-~~ 11 I '''1 I I' . ' • I 3 ~-----<; 2 \ ,._; '----....1. _/ ._ __ _ ,LL'====== 7 I' ,I I', ',, I' ,I ,, ','1 ,, ,, ,, ',, ,, ·,i v I ,----, ', ___ < /3';:·,------j-' 1, ·,~, I ,I I A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. ._ __ _./ B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. 4 7 I ' " 0-----l 2'> j 2 MATCHLINE -SEE SHEET 4 18 ' 8 7 l \.1 j I ', ,,-, --< 7 ; I I,,,, \ I 11111 1, 11 r ~=======/ ~', J j I ,_ __ _ J. .. -. { 18 :)----~ ,, i,18\ !~-!:_~_/'"_· ,) z 1 j 7 ~ . . ' .• ~(is 1, .. ··· • • '-" , ~ ' / ,, I 'j ' I ,.._ __ ___,_ ... ', ,,-\ ·-t 7 _;,-, ··~· ' ' t:11-, -----,- <' ---~{3";, ,_,· ' ,:'._L - I n, r I \ I I I ( 18 ;,-, ---T' / I / 11 I I I I • I I f---~(2\ ,, __ / ._ __ ... l ======:::11 ,1, I L I _/18\,_, --- ,[~ / 15\ .-, k / ---(2) I ,I J I 1'======,t;aaali , I ' I J ' . .. ' i r 16 "; I _____ _,. ' /_\ ' "'- MATCHLINE -SEE SHEET 10 GE/\~r-r;:' :-~:C.,1\T.~ . c··, I I TN "F8T I I TK:·•n ~ IO rT 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 I - --+.. I ' .'_I --- I I DATE INITIAL ENGINEER OF WORK (\ • 4 ,_ I I I I I I~ I I ' I 3 REVISION DESCRIPTION l I .... 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL}, PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 / SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 / SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 / SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 / SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 I SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 / SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 / SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. I I P 11 TI T' I SH~ET I C_T\ '.J F .... P..~ .. L' .. B' • c· I __ j ·< ----<! ,,t. ·, "--·' \_, ~--· l _'.':-'-"._ • ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 GRADING PLAN L',I_ w ' APPROVED: JASON S. GELDERT r.... e,..,.,, tt /<,,,, ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. 11 DRAWING NO. r-O_T_H-ER_A_P_P-RO_V_A_L--C-ITY-A-PP~R-O-VA-L----1 CHKD BY: . . .. ~-----~ ~--------~ S S S S S S S S S S S S S S S S S S SSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD S D S D S D S D S D S D SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD S D S D SD SD SD SD SD SD SD S W W W W W W W W W W W W W W W W W SD SD SD SD SD SD S D S S S S S S S S S S S S S S S S S S S S D S D S D S D S D SD S S S S S S S S W W S S S S S S S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD CO M M CO M M CO M M COM M C OM M C O M M COMM C OMM C O MM C O M M C O M M COMM COMM E E E E E E E E E E E E E E E E E E E E G G E E E E E E E E E E E E E COMM COM M COM M COM M COM M COM M COMM CO M M CO M M CO M M CO M M CO M M E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMM COMM E E E E E E E E E E COMM C O M M C O M M E E E E G G G G G G G G G G G G E E E E E E E E E E E E E E E E COMM COM M G G G COM M COM M COM M CO M M CO M M COMM C O M M CO MM COMM COMM COMM COMM COMM E E E E E E E E E G G G G G G G G G G G G G G G G COMM E E E E E E G G G G G G G G G G G G G G G G G G G G G G SD SD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / // / // // // / /// / // //// / // / / . . .→. . .→. . .→. . .→. . .→. . .→. . .→. . . EXISTING BLDG. 300 (153.50 FF) EXIST. BLDG 400 FF=158.20 159 159 1 6 0 161 158 157 15 6 157 15 6 15 5 15 4 15 3 153 153 153 1 5 3 155 15 4 15 3 153 153 154 155 1 5 3 MATCH EX. 156.59 FS MATCH EX.154.79 FS MATCH EX. 152.92 FS MATCH EX.152.38 FS 153.48 FS 153.48 FS 1.5% 1.5%(153.48 FS) (153.38 FS) 1.4% 153.48 FS 153.48 FS 1.5% 1.5% 153.09 FS 153.03 FS 1.5 % 1.5% 1.5% 153.17 FS (153.48 FS) (153.48 FS) 0.4% (153.43 FS) 0.5%1.0 % (153.38 FS) (153.35 FS) 1. 5% (153.02 FS)(153.21 FS) 2.0% 0.3% 0. 7% 2. 0% 2.0 % 2. 0% MATCH EX.158.38 FS (153.88 FS) 153.18 FS153.30 TG149.20 IE 152.70 TG 149.57 IE 152.70 TG150.00 IE 153.30 TG 150.40 IE 153.32 FS 152.85 TG 151.00 IE LIMIT OF GRADING LIMIT OF GRADING LIMIT OF GRADING 153.48 FS 153.33 FS153.48 FS 153.48 FS 153.48 FS1.5% 153.26 FS 152.85 TG 151.10 IE 152.50 TG 151.30 IE MATCH EX. 158.42 FS MATCH EX.158.31 FS MATCH EX. 158.47 FS 158.18 FS 158.18 FS 158.18 FS MATCH EX. 158.90 FS 152.70 TG 148.50 IE 153.00 FS 153.00 FS 158.18 FS 158.98 FS 1.5% 159.35 FS MATCH EX 161.00 FG 5.0 % MATCH EX. 158.88 FS MATCH EX. 158.64 FS 158.16 FS158.16 FS 1.5%1.2% 158.49 FS 1.7 % 1.4 % 0.2% MATCH EX 160.85 FG MATCH EX 159.40 FG 1. 5% 1. 5% 159.60 FS 1. 5% 158.87 FS 1.4%1.4% 1.4% 1.6% HI G H RI D G E HI G H RI D G E 1.6% 158.16 FS 1.5% 1.5% 1.8% 2 .0 % 158.02 FS 158.08 FS 1.5% 2.0% 158.04 FS 158.34 FS 158.23 FS 157.44 FS 158.62 FS 158.48 FS 1.6% 1.5% 158.16 FS 1.5%158.04 FS158.18 FS 158.18 FS 158.18 FS 158.04 FS 158.04 FS 1.5% 1.5% 161.20 FG 158.94 FS 159.09 FS 159.24 FS 159.09 FS 159.09 FS 159.24 FS 159.10 FS 158.85 FS 158.95 FS 158.96 FS 158.64 FS 158.56 FS 1.5% 158.71 FS 158.58 FS 158.58 FS 152.70 TG 148.20 IE 152.70 TG 148.12 IE 152.90 FS 152.90 FS 157.44 TG153.40 IE 157.15 TG 154.55 IE 158.28 TG 155.00 IE 157.24 TG 155.50 IE 158.78 TG155.40 IE159.15 TG156.00 IE 158.65 TG 153.00 IE 158.90 TG 153.50 IE LIMIT OF GRADING 152.70 TG148.78 IE 157.95 FS 2:1MAX 2: 1 M AX 157.05 FS 0.8 % 0.9 % 1.6 % 1.5 % 1.8%157.23 FS EX. 4" SEWER 154.90 IEXING NEW 8" SD 152.90 IE EX. 12" STORM 150.25 IEXING NEW 8" SD 153.05 IE DEMO EXISTSD INLET AND12" SD PIPE CAP EXISTING SD EXISTING 12" SD INLET TO REMAIN PROTECT IN PLACE REPLACE EX. INLET WITH C.O. 153.09 RIM148.10 IE CAP EXIST SD DEMO EXIST SD INLET AND PORTION OF 6" SD PIPE SHOWN RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 --- - -- --.-- ----ii- \ l 0-,'------,[ l j- A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. t 11 ' J I .r-1- ,( I j l_____,,- ;3 _J I I -------.. _ -_--/'' ., ' ---------/ .--, \ \· / I ·-~-, , J ,j ---, l L__ , , -c.:' 4-; <J w J-' -c:: ------c",-------,..:: ----'} --------------<! ---•--.JL --------•),._] ------/ •-------+--------------'----' _______ :/ --- •',' \ --, . . . , , I I '-<:.}!'·· T ,::/ < ~./- ,-. , ,! GRAP=-nc SCALE I) JN r'ttl' ) 1 INCH ~ 10 :a'T 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92□1 □ (76 □) 438 5899 DATE ENGINEER OF WORK REVISION DESCRIPTION r I l , ' I I I I 11 I, I I I I --- I I I . \ _J_ f"-</ I I/ ' -_',/Jc\· \ -1-, --- \ I/ I , , , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20 . PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 I SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 151 SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 I SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 I SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 I SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 I SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 I SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 I SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 I SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE 0" CURB PER DETAIL D, SHEET 25. p ' I SH~ET I ,-: I'"_/ OF (' h R·LC'B ,·\ [1 I , '--· - 1 \..._,.;_i_ \ .. ,f_J .11 , ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S. GELDERT r.... e,,.,,.,,,tt ~ .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD SD SD SD SD SD S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S W S SD S D S D SD S D S D S D S D S S S S S S S S S S S SD SD SD SD SD SD SD S D S D S D S D S D SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD C O M M CO MM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM C O MM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G COMM COMM COMM CO MM C OM M CO MM C OMM COM M C OMM C OMM C O MM C OM M COMM COMM COMM CO M M COM M CO M M COMM COM M C O M M COM M C O M M C O M M COMM COM M C O MM C O MM CO M M COMM C O M M C OM M E E E E E E E E E E E E E C O M M CO M M CO M M CO M M E E E E E C O M M COM M COM M CO M M E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CO MM C O M M COM M COM M COMM CO MM COMM COMM COMM COMM COMM COMM COMM COM M COM M E G G G G G G G G E G SD SD SD SD SD SD SD / / / / / / / / / / / / / / / / //////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / /// / // / // / / // / // / / // / /// / // / / // / // / /// / // / /// / ///////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////////////////////////////////////// ////////////////// . . .←. . . ←. . .←. . .←. . . ←. . .←. . .←. . .←. . .←. . .←. . .← . . . ←. . . ←. . . ←. . . ←. . . ←. . .←. . . ← . . . ←. . .← . . .←. . .←. . . EXISTING BLDG. 600 (150.25 FF) NEW BUILDING 800 CLASSROOM 151.00 FF 150.25 PAD 1 5 0 1 5 5 1 5 3 1 5 4 152 157 158 157 158 1 5 6 1 5 4155 15 6 15 5 154 153 15 3 151 151 1 5 3 1 5 2 1 5 1 15 3 152 152 15 2 151 1 5 1 1 5 3 153 152 151 152 153 154 155 151 153 1 5 2 151 150 MATCH EX. 158.55 FS(158.66 FS)1.1% (158.00 FS) (158.48 FS) MATCH EX. 158.36 FS 1. 8% 1.8% (157.83 FS) 2. 4% 1.3% 2.0 % 1.1% 1.1% (157.86 FS) 1. 5% (157.67 FS) 1. 8% (156.65 FS)(156.65 FS) 3. 3% 3. 9% 1.9% (155.90 FS)(155.90 FS) 2. 5% 2.5 % (155.02 FS) 3. 6% (155.09 FS) 3. 4% (154.91 FS) 0.7% 1. 1% 4.5% 3. 3% 3. 0% (154.96 FS)1. 5% 0.5% 0.2% 1.8 % MATCH EX.153.68 FS 4.6% (153.92 FS) 0.2% (153.90 FS)(153.90 FS) 150.98 FS 150.75 FS 150.20 FS 150.23 FS 1.0 % 150.98 FS 1. 5% 150.98 FS 150.90 FS 150.98 FS 150.23 FS 149.37 FL SWA L E 1.5 % 1.5% 1.5% 150.85 FS 4.5% 150.85 FS 4.5% MATCH EX.153.68 FS 150.98 FS 150.90 FS 1.5% 150.90 FS 1. 5% 150.90 FS 149.50 FS149.48 FS 153.23 FS153.14 FS 1.5 % 1.0% 2.0% 1.4%1 . 0 %HI G H RI D G E 150.65 TG 149.10 IE 150.55 TG 148.78 IE 153.00 TG151.20 IE 150.65 TG148.35 IE 1.5%1.5% 1.1 % 1.5 % B 25 MATCH EX. 157.94 FS 157.67 FS MATCH EX. 157.85 FS 1.7% MATCH EX.157.08 FS MATCH EX.156.85 FS 1. 8% 157.13 FS 1.1%2.0% 2.0% (156.52 FS) (156.68 FS) 2.0% 1.6 % 2.4% MATCH EX. 156.17 FS 2. 0% (156.25 FS) 1. 3% (158.18 FS) 1. 8% 5.0 % 4. 8% 1.3% 1.7%155.32 FS 155.50 FS 3. 5% 1.9% 1.4% 1. 8% 4. 8% 1.4% 154.71 FS 155.62 FS 155.80 FS 4. 8% 5. 0% 1.3% 2. 0% 1.5 % 0.1% 5.0 % 4.3 % 4. 9% 5. 0% 1.8% 1.2 % 1.5% 1.5% 157.45 FS 4. 5% 157.35 FS 2.5%MATCH EX. 156.26 FS 155.84 FS 150.98 FS 150.98 FS 1.8% 150.66 FS 2. 0 % 150.34 FS 150.98 FS 150.98 FS150.98 FS 1.5% 1.5% 150.72 FS 150.98 FS 152.20 FS 153.10 TW152.60 FS 150.98 FS 150.98 FS 150.00 FS 2.8% 151.50 TW151.00 FS 152.32 FS 153.61 FS 153.76 FS 150.98 FS 150.28 FS SWALE 1.5%SWALE1.5% 1.3% 151.10 FS 1. 5% 2 .0 % 4.8 % 2. 0% 151.20 FS 151.10 FS 1. 8% 1.5% 151.05 FS 1.8% 150.20 FS 157.50 FS 1. 8% 4.9% RAM P 7.9% 151.78 FS 2. 3% 150.68 FS 150.56 FS RAM P 8.0% 150.40 FS 3. 6% 152.19 FS 4.9% 4.9 % 150.72 FS 153.44 FS MATCH EX. 156.13 FS 150.70 FS 150.98 FS 153.31 FS 150.97 FS 153.57 FS1.8% 1.5% 153.69 FS 153.33 FS 151.70 FS 153.40 FS 153.31 FS 151.70 FS1.2 % 151.62 FS 1.6% 151.68 FS 151.62 FS 151.53 FS 151.60 FS 1.5 % 1.6% 150.61 FS 150.58 FS 150.67 FS 153.42 FS 150.52 FS 150.60 FS 153.40 FS 153.57 FS 1.5% 1.5% 153.24 FS 150.06 FS 153.00 FS 153.25 FS 1. 5% 153.20 FS 150.64 FS 1. 5% 1. 8% 2.0 % 1.2% 153.23 FS 1.6% 152.80 TG 150.00 IE 153.11 FS 1 . 5 % 153.11 FS HI G H RI D G E 2.0% 0.8% 150.47 TG 146.70 IE 1.5% 153.69 FS 149.86 TG 146.42 IE 150.36 TG147.00 IE 152.95 FL 1.9% 150.36 TG 148.36 IE 150.52 TG147.70 IE 150.50 TG 147.94 IE 1.5% 150.72 FS 150.50 TG148.34 IE 1.5% 150.70 FS 1.0% 1.5% 1.5% MATCH EX.155.80 FS 155.00 FS 154.10 TW153.60 FS 150.85 FS 1.0% 150.75 FS 150.93 FS 151.00 FS 1. 5% 151.10 FS 0. 6% 2:1MAX 2:1 MAX 2: 1 MA X 2:1 MAX 2: 1 MA X 2:1 MAX 0.5% 150.70 TG 148.86 IE EXISTING 20' WIDE CARLSBADMUNICIPAL WATER DISTRICTEASEMENT PER DOCUMENT NO.1994-337927 EXISTING 8" ACP PUBLICWATER MAIN PER RECORDDRAWING 311-2 150.00 FS 150.00 FS 150.00 FS 3. 6% 150.78 FS147.22 IE LIMIT OF GRADING CROSS HATCHED PORTION OF EXISTING WATER LINE SHALL BE DEMOLISHED AND REMOVED CROSS HATCHED PORTION OF EXISTING WATER AND SEWERPIPE SHALL BE DEMOLISHEDAND REMOVED LIMIT OF GRADING LIMIT OF GRADING EXISTING FIRE HYDRANT EXISTING 2" WATER METER EXISTING 2" WATER BACKFLOW PREVENTER 8" STORM DRAIN IE = 147.33 IE4" SEWER = 146.50 IE EXIST 8" STORM =145.50 IE CAP EXISTING SEWER 12" SD IE = 147.068" WATER TOP = 146.00SEE KEYNOTE 4 ON SHEET 18 PORTION OF EXISTSTORM DRAIN TO BECAPPED AND ABANDONED 8' EACHSIDE OF WATER MAIN RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 18A 35 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 , I ! t I --"i I I I I I I I I <-'. ,:' I , I I I I I -1.. - I I I ,, --~ · ~ _, • I / --,-,.-,- I ' ' ' i ' \ I i ! i, - - , ~ ---/ I ~ ---, I ' • I _--f-t-: 1-~ ~-• ~ : -'I ~·· -I -·} 2- i -l 'I - : lj 1 I I I I ~ -,_ -- / / A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. I I ', I ·1 J ✓ I j ✓ .. 1 .. .I - I I / // -✓ / ~ /~~- / I I -;-----=ii, ____ -~-.. -. •,_ ...... ,.,"-•, c.J ~ ,-,.~ \\ . I , ___ • I -----'-'_--~t"~~ 1 ------1.1/~--=---- / . / /' . ~;, i: ;-,·/ __ , __ ---- i/ •l/( j .I l10) \_j j MATCHLINE -SEE SHEET 12 I I 10 ~- ( -. \ -· / .... __ , I I, ~. / ' ' ' - I II ' I I I I • I 'J f I I : I I ~ _,_ ._. / \ 1 i:·1 'I 1/ • 1 }'· 7-f ~ '<:. ~~./ GRAPHIC ~CALE 1 C1 I I'-: FEET J 1 INCH -10 FT 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 9201 □ (760) 438 5899 DATE INITIAL ENGINEER OF WORK J y ---- ' ' ' ' <~ \__fj, I ) / REVISION DESCRIPTION I I ' I I I I c l --~, ' iJ - I I w z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19 . PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A/ SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE B / SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 1 B" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER SDRSD G-2. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUTTYPE-A PER DETAIL 6 / SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16/ SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 / SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 / SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 / SHEET 19. PROVIDE CURB INLETTYPEA-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 / SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. PROVIDE CONCRETE SIDEWALK PER SDRSD G-7. p ' 1·-<=1. ---- I SH~ET I ,-: I'"./ OF (' h R·LC'B /\ [1 I , '..__.• - 1 \.._,.;_i_ \. ,f_J _J_l_ ; ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S. GELDERT r.... e,,.,,.,,,tt ~., ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE SD SD SD S DSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDWWWWWWWWWW W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD COMM COMM COMM COMM COMM COMM COMM COMM CO M M C OM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COM M COM M C OMM E E E E E E E E E E E E E E E CO MM C OM M COM M E E E E E E E E E E E E E E E E E E E ECOMMCOMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E C O M M C O M M COM M COM M COMM COMM COMM COMM CO M M COM M COM M COM M E E E E E E E E E E E E E E . . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . . . . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← 157 156 156 155 1 5 5 155 15 4 157 157 156 156 1 5 4 155 154 1.5% 1.5 % 1.8% 1.5 % 1 .4 % 155.09 TG152.60 IE 155.20 TG153.80 IE 2.0% 155.40 FL 156.36 FS 157.00 FS 157.36 FS 1.5% RAISE EXISTING CONCRETE ELECTRIC/COMM UTILITY PAD TO 155.50 FS 154.50 FL 154.95 FS 154.45 FS 1.5% 1.7% 154.22 FS SWALE 1.5% 1.5% 155.34 FS SWALESWALE 155.00 FS 154.51 FS 154.00 FS 154.63 TG152.00 IE SWALE SWA LE 155.34 FG 1.5% 154.78 FG 1 .8 % 153.50 FL 153.78 FS 1.2 % 153.28 TG 151.00 IE SET BELOW POROUS CUSHION LAYER AT SURFACE OF ROCK BASE 1.2% EXISTING 60" RCP STORM DRAIN PER RECORD DRAWING NO. 302-8 LIMIT OF GRADING C 25 PROPOSEDBASEBALL FIELD LIMITS 1.5% 1.5% D 25 D 25 18" STORM DRAIN IE = 151.96 IE1" WATER = 150.50 IE4" SEWER = 148.80 IE 154.75 FG RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 -I'_.,,, 7 7 L L __ _ -------------------- A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. -- (12),---+ \, __ J ._ __ _. I r-1 f~. ,16/, ~ , l I I I I ' '1_1_ ~ I ---- ~ I 7 v J ' I I J I __ [ __ _ I , , , I ~-{12):---~ ,, ' --,-" T7 + ,i ,1 I I I I ' ---- I ____ .·_· - I I I I j MATCHLINE -SEE SHEET 13 C EAl' 1-LC oCALt 0 1 C; IE P[ET I 1 INCH -10 :;"T 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92□1 □ (76 □) 438 5899 J ---~ --l ~ I I"' ' ' ' ' , ' ---+-- 1 : - ' ' ' ' 7 1----- I I I , ' ' ' ' , ' ' J ' , ' 1 ' i ., ' ' , i I j I , ___ ----r -------- DATE INITIAL ENGINEER OF WORK I - I I I REVISION DESCRIPTION v _ j ,I ' ' , , , ··---.; , I I I I I , I ' ' ' ' ' ----T'--~>c:. __ , , ! ' ,I --- , , / I CJ') I-w w :r: en w w en I w z -_J :r: 0 ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 I SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 151 SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 I SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 I SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 I SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 I SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 I SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 I SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 I SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE 0" CURB PER DETAIL D, SHEET 25. k J 11 p ' I SH~ET I ,-: Ii---7\._/ OF (' h R·LC'B /\ [1 I , '--· - 1 \__,.;_i_ \ .. ,f_J _J_l_ ' ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S. GELDERT r.... e,,.,,.,,,tt ~ .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDWWW S S S S SD SD SD SD SD SD SD SD SD SD SD SD COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E . . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .← . . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .← 158 157 156 158 158 157 156 155 15 5 156 15 7 1.5% 1.5% 1.5% 1.5% 1.5% 156.50 TG155.00 IE155.80 TG153.80 IE 156.80 TG155.00 IE 2.0% 157.00 FL 157.38 FS 158.00 FS 1.5% 158.35 FS 1.5% 1.5% 158.50 FL 156.04 FS SWALE SWALE SWALE 156.76 FS 156.98 FS 1.5% SWALESWALE 156.04 F6 LIMIT OF GRADING LIMIT OF GRADING D 25 EXISTINGPROPERTY LINE EXISTING PROPERTY LINE BETWEEN ELEMENTARY AND MIDDLE SCHOOL C 25 EXISTING 24" RCP STORM DRAIN PER RECORD DRAWING NO. 302-8 F 9 RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 18A 35 AC PAVING & BASE 3' TOP OF SLOPE 12" MIN. H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 ~·- ----- 1- . -,~ ~ t;::'"~ =.--,f,-cc --·-_::,,~-, -~~~ -~ - ~ '=--;::_-;"+~~ .=:~ :.=·c... ~ -,~.'....:_--::''~ I - _ _ ,,'= _-.J~1~ -~ -'> =-::.., -=-, -_ ,_ ~ -~;:.. - · -•I,· _:··-~ ~ - _ ·..=.j ,--1 ""== ~-'=t -~ 7 ~'= = ~J = ~ --+--1 --rF-- --(1.~--._ - -":':":' ~ - - - - -·+- - - - -~ .::":' - -··- - - -.:-::' ~ -- - - - ---"!!!!""" -7 - -_..,,-,,..mm- - -------- - -- - - - co 1-w w :r: en w w en I -z;2) _;;;_-"-- I I I J I I J I I I • fr ' -/,_ .I,, c I I I .1 j I A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN, MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. V B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C, THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. I I c v -- j I J .J I I I I 11 7 (7\ \~f i' \ (34)-,........J \ ~ I j ~ .J, ;~, \12) I I I j ' I I .J v I ' V v .J I v j I I MATCHLINE -SEE SHEET 14 - - --4.c=. --+-"---,l ,l:~6) -t'~~ / \ I J I I I I I : I I I - -_J_ I I I //1 I l I I I I I I I I I ! ' -' T / ' ' ' ' I ' ' ' ' ' ' ' I ' ' ! ' ' ' ' ' ' ' ' ' ' I / ' / ' / ' ' ' ' ' ' ' ' : / i I ' ' ' ' ' ' : ' ' ' ' ' ' : ' ' ' ' I / I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I I I ' ' ' ' : ' I __ L -1----' 1 _l --f ----, i i / ---; / i / I I , I / I I / ' I I ' I I I I I ' I I I I I I I I I ' ' ' I I I I I I ' ' I I I I I SCi\T,~ . . , ,_, I I ' ' I ' ' ' ' ' ' ' I ' I I I I ' I I I I I ' I I I DATE INITIAL D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALJFORNIA 92□1 □ (76 □) 438 5899 ENGINEER OF WORK I _1%MIN, SECTION DETAIL I\ JT TO SCALE I REVISION DESCRIPTION F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS, PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19, PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A/ SHEET 19, PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE B / SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 1 B" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER SDRSD G-2. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20, PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS, PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUTTYPE-A PER DETAIL 6 / SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16/ SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 / SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 / SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC, PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 / SHEET 19. PROVIDE CURB INLETTYPEA-1 PER DETAIL 7 / SHEET 19, PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 / SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. PROVIDE CONCRETE SIDEWALK PER SDRSD G-7. k J 11 p ' 1:-<:='. ___ _ w ,,: Ii---7\ .. / OF (' h R·LC'B :: [1 I • '--· - 1 \..._,.;_i_ \ .. ,f_J .11 ., ENGINEERING DEPARTMENT . GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S. GELDERT r ,_ e ....... tt ~ ... ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE SD SD SD SD SD SD SD S D S D S D S D SD SD S D AM B R O S I A L A N E AM B R O S I A L A N E SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D SD SD E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G / // / // / / // / // / / // / /// / /// / ////// //////// //////////////// //////// //// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// SD S D SD S D S D SD S D SD S D S D AM B R O S I A L A N E →. . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . .→. . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . → . . . 1 5 0 1 5 1 152 1 5 3 1 5 4 1 5 5 1 5 6 14 9 150 151 1 4 9 1 4 8 152 153 154 155 156 158 159 15 8 160 1 5 9 161 1 6 0 1 5 6 1 5 5 1 5 4 1 5 3 1 5 2 1 5 8 157 155 154 153 154 155 158 1 5 8 156 15 7 158 157 157 157 157 A 25 A 25 1.5% 4. 8 % 1.5% 156.56 TC 156.06 FS 4.8% 3.6% 4.0 % 4.8 % 4.8% 4. 8 % 1.5% 4. 8 % 3.1% 4. 8 % 156.35 TC 155.52 FL 150.00 IE 1.5% 4.8 % 152.96 TC 152.46 FS 4. 9 % 157.93 TC 157.43 FS 3.6% 151.01 TC 150.51 FS 1.5% 157.50 TW 151.10 FS 153.06 FS 156.08 TC 155.58 FS 162.50 TW 156.17 FS 1.5 % 4.8% 4. 9 % 4. 8 % 157.70 TC 156.86 FL154.00 IE 156.60 TC 156.10 FL 4.8 % 156.70 FS 156.66 FS 2:1 M A X 1 . 2 % 157.54 FS 163.50 TW 158.50 FS 161.50 TW 153.77 FS 157.56 FS 157.50 FS 1.8% 157.30 FS 1.4% 158.15 FS 158.05 FS 157.36 TC 156.86 FS 152.80 TG 147.67 IE 157.22 TG 152.00 IE 4.8% 149.24 TC148.40 FL145.25 IE 153.50 TG 147.50 IE 156.72 TG 153.72 IE 157.22 FS SET TOP OF GRATE (TG) BELOW POROUS CUSHION LAYER AT SURFACE OF ROCK BASE 163.00 TG 150.27 IE 162.16 TG 153.00 IE 154.00 TW 149.35 FS PROPERTY R/W LINE 1.5 % 1 . 5 % 1.4% 1.5% 157.48 FS 1.6 % 157.68 FS 1. 5 % 1. 9 % 162.66 FL 161.66 FL 1.5 % 160.66 FL 156.66 FL LIMIT OF 1:1 MAX CUT SLOPE TO WALL LIMIT OF GRADING CONNECT WALLFOUNDATIONDRAIN TO SD CONNECT WALLFOUNDATIONDRAIN TO SD CONNECT WALLFOUNDATIONDRAIN TO SD 158.18 FS1.5% 1.9% 1.5 % 2.0% 157.33 TC 156.83 FS 157.06 TC 156.56 FS 4.8 % 164.00 TW 161.15 FS 1.5 % 1.5% 157.48 FS1.5% 158.10 FS 157.67 FS 1.0% 1.2 %157.17 FS 158.10 FS 157.90 TC 157.40 FS 157.48 TG 155.00 IE EXIST. BLDG 400 FF=158.20 1 . 2 % 1. 2 % 157.75 FS HIGH RI DGE 163.16 FL 159.88 TC 159.38 FS 4.2 % 159.32 TC 158.82 FS 3.2% 1.5% 1. 9 % 156.45 FS 4. 2 % 157.58 TC 157.08 FS 4.5 % 1.5 % 157.70 TG 153.00 IE EXIST. CONCRETE BROW DITCH ONE OPENING ON N.W. 22 21 22 21 9' CURBOPENING 5' CURBOPENING 8' CURBOPENING 149.52 TC 148.68 FL RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 --.~ ,-.. \ 1 •• ' I I ~ I I I ' ~ - ' 1"'' ' d \ ' : ' ·-.. •. ~ -~ . I I --- •. I \ J X A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. ---- \ l/ . I J I MATCHLINE -SEE SHEET 5 ~ -,-- ' C -,-7---- ! '<' ' • ---::-/ \ T . J I .I / I \ ~- ' ' .\ I / ~ 2 . ~ •• '· ', '-. • I ,.I ~ ,I/ '-~, ' ' I ,~, ·--( 7 _}---------, '-,_j • '- -· la \ . . 2 \j 7.--------,-_ L-~,k•·· (18 } _ _,__;l'] ---~(s)- ~ - I J I - ·-----·•,,..;..... -' . ----- 11~IIU "\\:!~>// ~.,.."iiii ... ""iiiiii1 iiilfiii, "i,·•~L-.l•. -.iiiiiiiiiiiiiiiiiiiiiiiiiiil ~:--_-:, 1 n;c--..:r 10 rr DATE INITIAL 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DATE PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL}, PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS . PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20 . PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20 . PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 / SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 / SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 / SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 / SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21 . PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 I SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 / SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 / SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. I I PI IT I T • GRADING PLANS FOR: GR 2023-0022 GRADING PLAN L',I_ APPROVED: JASON S. GELDERT r.... e,..,.,, tt /<,,,, ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE PROJECT NO. INITIAL CITY APPROVAL : CHKD BY: IRVWDBY: 11 11 DRAWING NO. I S S S S S S S S S S S S S S SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSD SD SD SD S S S S S S S S S S W (4" PVC DRAINS SD SD SD SD SD SD SD SD SD SD W W W W W W SD SD SD SD SD SD SD SD S D SD SD SD S D SD S D SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CO MM COM M CO MM C O M M COMM COMM COMM CO M M COMM CO M M E E COMM C O M M C O M M C O M M COM M E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G E G //// SD SD SD SD SD SD SD → . . . → . . . → . . . → . . . →. . . EXISTING BLDG. 700 (149.10 FF) EXIST. BLDG 400 (158.20 FF) EXISTING BLDG. 500 (148.80 FF) 1 4 7 1 4 8 149 1 5 0 151 150 149 1 4 8 1 4 7 151 152 153 154 150 148 157 1 5 5 156 158 157 156 155 (153.41 FS)(153.31 FS) (153.26 FS)(153.46 FS) 0.5 % 0. 5% 1.0% 2.0% 3.0% 3.0%0.4% 0.4% 1. 7% (153.16 FS)(153.18 FS)0.2% 1. 3% 2. 0% 3. 7% 3.6 % (151.63 FS) (151.68 FS) 0.5% (151.56 FS)(151.61 FS) (151.59 FS) 0.5% 7. 6 % RA M P (150.26 FS) (150.34 FS) 1. 3% 7. 6 % RAMP (150.18 FS) (150.26 FS) 1.3 % (148.94 FS) (148.87 FS)(148.94 FS) (148.81 FS) (148.93 FS) 0.7% 1.3% 0. 6% 0.1 % 1. 3% 1. 3% 0.7% (148.78 FS) (148.78 FS) (148.70 FS) 0. 7 % (148.60 FS) 1.3% 148.78 FS 148.78 FS 1.5% (153.60 FS) (153.43 FS) 146.78 TC 146.28 FS4.8% 4.8% 4.8% 4. 8 % 4.8% 151.18 FS 151.08 TC 150.58 FS 149.60 TC 149.10 FS 1.5 % 149.60 FS 148.14 TC 147.64 FS 148.24 FS 1.5% 1.5 % 2:1 MAX SLO P E 4:1 146.68 FS 147.11 FS MATCH EX. 148.25 FSMATCH EX. 148.32 FS 1. 4% 2. 0% 158.03 FS 1. 5% 157.70 FS 1.5% 157.46 FS 1.8% 147.18 FS147.50 FS 3.9% 148.23 FS 1.0% 147.96 FS 1.1% 158.18 FS 158.18 FS 157.93 FS (148.35 FS) (148.55 FS) 2.0% (149.04 FS)(149.06 FS) (148.97 FS) 1.4 % 4.9% 1.5% 148.19 TC 147.69 FS1. 5% 1.5 % 1.8% 148.05 FS 148.00 FS (153.23 FS) 1. 4% 148.25 RIM 143.90 IE 158.18 FS 1.5 % 158.12 FS 158.03 FS 1.5% 157.93 FS 157.84 FS 1.5% 157.79 FS 157.79 FS (149.14 FS) (149.05 FS) (149.05 FS) 1.6% (148.91 FS) (149.16 FS) (149.06 FS) (148.91 FS) 1. 8% (148.91 FS) 0.3% (148.89 FS) 2. 0 % (149.06 FS)(149.06 FS) 1. 9% (148.87 FS) (149.08 FS) 1. 6% (148.92 FS) (149.08 FS) (148.92 FS) (148.88 FS) (149.05 FS) 1.2% 0.3% (149.02 FS) 0.7 % (148.99 FS) 0.7% (148.92 FS) (148.95 FS) (149.07 FS) 1.4% 146.46 TG 145.46 IE 148.50 TG 145.87 IE 148.60 TG 146.37 IE 148.50 TG 146.83 IE 148.60 TG147.30 IE 148.50 TG 147.06 IE 153.80 TG 148.80 IE 148.40 TG 145.95 IE 147.95 FS 148.03 TC 147.53 FS 1.8% 148.90 TG147.60 IE RAMP 6.3% (154.78 FS)2.8% (154.65 FS) 1. 3% 3.0% 155.62 FS155.81 FS 1.9% 1. 8% 4.9% 4.5% 158.18 FS 158.18 FS 157.04 FS 158.18 FS 158.18 FS 158.18 FS 157.62 FS 2.0% 157.23 FS 2.0 % 157.87 FS 158.02 FS3. 7% 157.95 FS 156.70 FS 1.9% 1.8% MATCH EX.(155.78 FS) MATCH EX. (155.94 FS) 4.9% 4.2% (155.29 FS) (155.37 FS) 0. 8% 2.3% 2.6%157.05 FS 156.33 FS 1. 6% 4.9 %156.89 FS 1.9% 156.52 FS 1.9% 4. 9% 4.9 % 4. 9% 158.02 FS EXISTING SCREEN WALL TO REMAIN PROTECT IN PLACE FENCING PER ARCH SITE PLANS 151.30 RIM 144.83 IE 24" STORM DRAIN IE = 143.152" WATER TOP = 145.00SEE KEYNOTE 6 SHEET 18 147.77 FS 147.91 TC147.91 FS 148.13 TC147.63 FS 1. 5% 148.15 TC148.15 FSRAMP 7.6%1.5% RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 ---------1""""1"" =..o.::-- I j. ·•... ~. : ··I /I"',~~~ ~ • A ~ -1 ~ " " -c ,• i ~'~·· ~"' 1I , J , ,'·~_~(.- -:-+--.( . ,'/ ----MATCHLINE -SEE SHEET 6 -"!!!!!!"'I"! -..,,.,.,,,....- - · ----~ - - ~ - - - - - -.--........ =~-- - -r----=----■---,,-- -_,,'----,, I - -1-/"~ ---l1l=--=----,.--.1~ ----=1-1 _--::-~ 1 - ' ½ -1----:::..-,C I • , ·---;;,: I , £ I / . ' • 1 '-' - A - -L __ I __ j --- j I - I .--; --- . I 11 ' i' I :~ <· ~ I/ I, -.' I I -/ I ~ . I ')_"_~, l 15\ _ __ .\ __ I "' J I • .----., ----~~~ r,:' ~~ ,,.-"- £ l · i L I I; ·.•I ; / V I I I .I , , I -'-~-', I / ' --r_ -~}-----. I _J I . 3 '.j . • I I 3 I I {15"'-) 1< ,_1 I . '.j '.j ~ - .._ ~, ··,/~ I ;-\ ( 2 ·:,,-----+- \_/ -------------- A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. - i ( , ; \ __ s / --_.....,. __ _ I j I ,-j f (21) I j - I ------I 3 \,, \ 1 I T I T 1. T . I I l ___ ~,119\ - ! ·. r-· -,,''---.. -,;...__ I r I ', • I • I ~L----:~·· -='"~---.,=-- -.,i,.__ - - ------ I I I '.j I ' -v J - 1 ~ 1 ~~= j. I j .: : i I j I l I I I ' I <'. I l_~I __ ; I I I I I C l I I l I -· I I I I L·, I I - - I - I ' j I : I I j -. I , ' I ii I ' I / I "/_' --~ I rn .-J " I 7 1.-- -I-·•.,_ -I-I l-1--},........, _,_ _,_ - I I '.j I J, '.j 7 j -,..-I -·'> :?,i "'r:fr''>" ->L .: ••-~~I 1 /:-f ----~.-:_---~ .... ~=--· -,~· @ti:_ . ; >, ,, •:: ~ -I - :0 :=' AL:=: IC ~ -1 n; F'F.fT ) 1 lLCll = 10 l"l' DATE INITIAL 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 ENGINEER OF WORK 1 . I I I .• -L I v v J j v I I, I I .j I, ------ I I I I I . J I ' ----- REVISION DESCRIPTION ---1 --- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS . PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19 . PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL}, PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20 . PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 / SHEET 19 . PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 / SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 / SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 / SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 I SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 / SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 / SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. I I P 11 TI T / GRADING PLANS FOR: GR 2023-0022 GRADING PLAN APPROVED: JASON S. GELDERT n... e,.,...,ar,. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE S S S S S S S S S S S S S S S S S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S W W W W W W W W W W W W W W W W W W W W W W W W S S S SD S D SD SD SD SD SD SD SD SD SD S D S D S D S D S D SD SD SD SD SD S D S D SD SD SD SD W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E E E E E E E E E E E E E E COMM COMM COMM COM M COM M CO M M CO M M C O M M C O M M COMM COMM COMM E E E E E E COM M COM M COM M CO MM COMM CO M M COM M CO M M COM M G G G E E E E E E E SD S D SD / / / / / / / / / / / ////////////////////////////////////////////////////////////////// SD SD S D W W . . .← FUTURE RELO BLDG EXISTING BLDG. 600 (150.25 FF) FUTURE RELO BLDG RELOCATED TOILET BLDG. 149.50 FF 1 4 8 150 151 15 3 15 2 149 150 149 149 150 151 153 1 5 2 1 5 1 152 149 14 9 1 5 0 1 5 1 1 5 1 1 5 2 (150.23 FS) (150.23 FS) (150.23 FS) (150.06 FS) 1.7% (150.23 FS) (150.00 FS) 3. 5% 3. 5% 0.8% 2.0% (148.14 FS) 0. 8% 1.7% 1.9% (148.49 FS) (148.54 FS) 4. 8% 4.8 % 0.5% 4 . 4 % 1.1% 3. 7% 3.7% 1.4 % 0. 5 % 0. 8%1. 8%1. 2% 1. 8% 1. 8% 1. 8% 1. 8% 1. 8% 1.3% (153.63 FS)1.8% (153.45 FS) (153.20 FS) 1. 9% (148.06 FS) 1.0 % 147.68 TC 147.68 FS 2.0% 149.04 TC 148.54 FS 1.6%148.50 TC148.00 FS 4.8% 4.8% 149.64 TC149.14 FS 1.9% MATCH EX. 153.16 FS MATCH EX. 153.15 FS 0.5% 150.88 FS 149.48 FS 149.48 FS 149.48 FS 149.48 FS 149.48 FS 149.48 FS 150.15 FS 150.37 FS 4. 4 % 4 . 8 % 4. 8 % 3 .8 % 149.48 FS 1. 8% 149.48 FS 149.48 FS 149.48 FS 149.48 FS149.48 FS149.48 FS149.34 FS 148.76 FS 1. 5% 1.7% 1.4% 1. 7% 1.5% 149.26 TG 144.42 IE 149.26 TG 144.78 IE 149.26 TG 145.14 IE 149.26 TG 145.50 IE 1. 1% 152.56 FS 149.48 FS 149.72 FS 1. 5% 1.5 % 149.65 FS 1.5% 149.42 FS 149.42 FS 1.5 % 1. 5% 149.72 FS 1. 5% 1. 5% 149.72 FS 1. 5% 1. 5% 149.72 FS 1. 5% 1. 5% 1. 5% 1. 5% 1. 5 % 149.76 FS 150.00 FS 149.92 FS 149.89 FS 1.1% 0.7 % 1. 3 % 149.81 FS 149.60 FS 153.28 FS 153.00 FS 153.00 FS 1.4% 153.22 FS 1.1% 4 . 0 % 151.06 FS 151.13 FS 151.20 FS 4.2% 153.00 FS 148.75 TG 147.50 IE 149.15 FS HIGH RIDGE HIGH RIDGE MATCH EX. 149.26 FS MATCH EX. 149.17 FS 148.95 FS 149.48 FS 0.8%148.95 FS 149.00 TG 147.05 IE 148.75 TG 146.60 IE 0.8%1.5% 149.60 TG 145.00 IE 2.0% 149.55 TG 144.70 IE 149.20 TG144.42 IE 149.00 TG 143.75 IE 1. 6 % 1.6% 149.54 TC149.04 FS 148.96 TC 148.46 FS 148.80 TG 146.40 IE 148.75 FS 149.56 FS 149.57 TC 149.07 FS 1.5% 150.35 TC 149.83 FS 149.66 TC 149.16 FS 1.3%149.44 FS 1.3%1.3%149.44 FS1.3%1.3%149.44 FS 1.3%149.44 FS 149.22 FS 149.42 FS 1.8 % 1. 8% 1.5% 1. 8% 1.5% 149.08 TC 148.58 FS 153.11 FS 1. 3 % 0.8% 2.0% 153.11 FS 2.0%1.8% HI G H RI D G E HI G H RI D G E 153.23 FS HI G H RI D G E 153.12 FS 153.11 FS 1 . 5 % 1.3% 2.0%152.93 FS 150.60 IE 2.0% 1 . 2 % 1.9% 153.11 FS 1. 0 % 153.00 FS 1.5% 1.5% 149.45 FS 4 . 0 % 1 .5 %150.08 FS 1.5% 4.1% 1.5% 4 . 0 % 151.40 FS 152.00 FS151.93 FS 149.90 FS 153.12 FS 151.50 FS153.02 FS 152.70 TG 150.10 IE 153.08 FS 1. 1 % 1 .5 % 153.00 FS150.90 IE 1.0 % 153.00 FS 152.91 FS 1.5% 152.90 FS 4.2%4.1% 1.6 % 1.8% 1.5%150.00 FS149.50 FS1.5% 150.00 FS 149.30 TG 147.30 IE 149.48 FS 149.70 FS 149.65 FS 1 . 1 % 1.1% 149.48 FS 2.0% 1.8% EXISTING 20' WIDE CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT PER DOCUMENT NO. 1994-337927 EXISTING 8" ACP PUBLICWATER MAIN PER RECORDDRAWING 311-2 EXISTING 8" ACP PUBLICWATER MAIN PERRECORD DRAWING 311-2 EXISTING 20' WIDE CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT PER DOCUMENT NO. 1994-337927 150.00 FS 150.00 FS 150.21 TC149.71 FS 1.3% 149.26 TG144.08 IE 1.3%149.40 FS2.0% 149.48 FS CAP 149.25 TG 146.25 IE 8" SD IE = 146.00 EXIST. 8" WATER TOP = 145.00SEE KEYNOTE 4 ON SHEET 18 149.00 FS 149.00 FS 149.00 FS 149.00 FS 149.00 FS SEE KEYNOTE 4ON SHEET 18 SEE KEYNOTE 4 ON SHEET 18 SEE KEYNOTE 2ON SHEET 18 RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 18A 35 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 -f -11 -1 ' __J • I 11 / I ~1 1 1 - , I I I I I v I _____i_i I J I ' I 1- 1 c'... I !, ' I I a v 7 '-.V - I I I I ;jl ,,\\;_-_-CC; = ~- \\ t2:;----+ ·, __ / .___ I • --{ B \.---- \_! •. I I I I I ! I t ,I j - A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. ' ' ' , I B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. -' j ------'-------i'2\ \J -----7 T I I I I I I /--------- I I I I r L_ MATCHLINE -SEE SHEET 7 ------------ I I I I I I I J , -• -- - I I I -r--~~----: I I I ' I I I I I I I • I I , ,, • r --_ 1i' I I 7 •,--c""---~-----------,,---~-----------1 ·--------------,~----------...,...--,,-1 I I 11 \ I I I I 1 1 11 -_I_ I I ll-- 1 I 1 , -11 I I I I 11 I I I ', 11 I I I 11 -------- : j : '-a-- : : ! I J -11 I I 11 I I 11 I I 11 I I II I I 11 I I 11 ..... --=---C EAP _-LC ~~~c_c2,__!~ - • I:~, 0 I:_~, ~::', I-rs, .. ' ..--i-~-( 11rn11F~FT) ................ . 1 TNCF = ·10 FT MATCHLINE -SEE SHEET 16 ~~if-- 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 ' , I I - ---', I I -· I' L-- -- l DATE INITIAL ENGINEER OF WORK ,J I I l .j ------- I r I REVISION DESCRIPTION .I j .I v I I I I I I I I I 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-U. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A/ SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE B / SHEET 19 (FOR FIRE LANES) . PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER SDRSD G-2. I I P 11 TI T \ I SH~~T I C_T\ '.J F ----/1.~-L'. B' -c· w I ----<' -< ----< ,,t. ·, "----' \., ~--· l _'.':-'-"._ ' ENGINEERING DEPARTMENT ' GRADING PLANS FOR: GR 2023-0022 GRADING PLAN APPROVED: JASON S. GELDERT r,,,,.. (}_,.,,.,, tt #:., ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. 11 DRAWING NO. r-O_T_H-ER_A_P-PR-O-VA-L--CITY_A_P~PR-0-VA_L--, CHKD BY: _ _ __ ~-----~ ~-------~ S D SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD S D S D S D S D S D S D S D S D S D S D SD S D SD SD S D S D S D S D S D SD S D SD S D S D SD SD SD SD SD SD SD SD SD . . . ← . . . . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . . ← . . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .← 155 153 154 153 154 153 1 5 3 15 2 15 1 15 0 153 1 5 1 152 152 1 5 1 1 5 0 1 5 2 1 5 2 1 5 2 152 151 150 1.5 % 1.5% 1.5% 1.5% 1.5% 1.5% 153.88 FS 153.66 TG 151.40 IE 153.00 TG 150.90 IE 153.88 FG 153.36 FG SW A L E SW A L E 152.50 TG 150.58 IE SET TOP OF GRATE (TG) BELOW POROUS CUSHION LAYER AT SURFACE OF ROCK BASE 153.10 FS 153.18 FS 153.32 FS 153.36 FS 153.42 FS 153.16 FS 153.12 FS 153.43 FS 1.5 % 1.5% 152.85 FS 1.5%152.70 FS 152.00 TG 150.44 IE SET TOP OF GRATE (TG) BELOW POROUS CUSHION LAYER ATSURFACE OF ROCK BASE 152.30 FS 152.45 FS 1.5% 153.50 FS 1.5% 1. 2 % 2.0 % 153.20 FS 152.97 FS 152.88 FS 1.5% 1. 0 % 152.54 FS 1.5%152.42 FS 1.5% 152.65 FS 152.10 TG150.40 IE 1 .5 % 1.5 % 1.5% 1.5% 1.5% 1.5% 1.5% EXISTING 60" RCP STORM DRAIN PER RECORD DRAWING NO. 302-8 EXISTING PROPERTY LINE 1.5% D 25 SW AL E 1.5%152.20 FS 152.64 FG EAST BIO FILTRATION BASIN BASIN FINISH GRADE = 149.25 MIN. AREA = 3,000 S.F. 149.50 IE 149.50 IE 152.16 TG149.84 IE 152.40 FG 152.40 FG 3.0%5.0% 3. 0 % 152.40 FS 152.50 FG 152.33 FS 3:1 M AX. SLO PE 3 : 1 M A X . S L O P E 3:1 MAX.SLOPE E 25 149.25 RIM 145.66 IE 149.25 FG 152.80 TG 150.80 IE EXISTING 60" RCP STORM DRAIN PER RECORD DRAWING PRJ. PD 336 DWG NO. 302-8 LIMIT OF GRADING 3:1 M A X. SLO P E 3' MIN.152.50 FG E 25 EXISTING TYPE A C.O. 121.18± IE EXISTING CONCRETE BROW DITCH SW AL E S W A LE152.50 FG 3 : 1 M A X . S L O P E 152.50 FG 149.25 RIM 145.66 IE 18" -122.55 IE60" - 120.80 IE 151.21 RIM OPENING FL=150.086" IN = 145.25 IE 18" SD OUT -127.46 IE 152.50 FG 152.50 FG 149.25 FG 149.25 FG 149.25 FG 6' MIN. 10' MIN. 6' MIN. 10' MIN. RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 -------------------- I I I I - - + + J 1 I I I \=>· y I i_ - + + + - - + + '_,-_ ----,- ' ' ' - + + - - \~\~.-~ --- A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN, MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. I ~-I {12\---- I + 16)- );-,. -'\ 7 )-. ,___,, I v '1 I ·,I j, I j /12'1-· ---~,_;· J - v I j j J v II J, I I MATCHLINE -SEE SHEET 8 ---------------------------------------I l I / I I I v J ; I I I v I \ I I v I j j l j I I .I I v I I I 1 • j I ----,_____ / -----.,-- ' ' -~/-------1 .. I j I I j l j I j I J j j I ' I t ' ' ' ' ' ' ' ' I I I I I -_ ,_ --- ', (J (lhl"l;LT, 1 lNCll = HJ 1"'1' J I 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92□1 □ (76 □) 438 5899 I I I I I j J j I I ' J I , I I I .I I I J j I v (L1 j ..----i- ~ .. _,.,... __ ,,, ---:','> - - ---... ~ ------ DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1, PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE, DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH . PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19, PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 I SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 151 SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 I SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 I SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 I SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 I SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO, 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 I SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 I SHEET 19 . PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 I SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE 0" CURB PER DETAIL D, SHEET 25, p ' 1·<=1. ---- w ,.: I'"_/ OF (' h R·LC'B :I [1 I , '--· - 1 \..._,.;_i_ \. ,f_J .11 , ENGINEERING DEPARTMENT 3 GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S, GELDERT r.... e,,.,,.,,,tt ~ .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE SD SD SD SD SD SD SD S D AVIAR A PKW Y. ←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .←. . .← 155 154 155 156 155 1.5% 1.5% 1.5%154.72 TG 152.72 IE 153.75 TG 151.75 IE LIMIT OF GRADING EXISTING PROPERTY LINE EXISTING PROPERTY LINE EXISTING CONCRETEBROW DITCH 155.87 FS 154.57 FL 2 . 0 % SW ALE SW ALE SW AL E SWALE SW ALE 153.88 FS 153.66 FL 2 . 0 % RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 I I I I I I/ ------~ J " v I j v . - --=-~ __ ,,,--~-- -le;;-,., / ----·")/ _,,, ,,,,,.- I .v j I w I I ,I w • I •, ✓, MATCH LINE I ~ J J/ /~ _e--_\/ v v ---~:;_•_-:_~------~-_--;ccc~--=--~~/ --= _::.-:::::::-:__ _-_-:;:--_,, <---- -----=-0-·, -----cc:·_;::.- -SEE SHEETS I l I J ,,-.. ___ !__ ", T ,I I v I I I I I j I I - I J r I I , l , , , -- r.,.~ \ ' , ' ' ' .... -' ' ---_;5::~-~~ -- ------- I \\ ...... n c I I ,. -· ./-·''' ---~------:;,> I I I ... -----...... \ \ ' ' \ ------ ---~-::::> -~- -----_;::.-:-?-::.:::-:-::::==~r= -\ -_; _ _c----;_:;;::---~'"" \ L ______________________________ _ A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. ---....;;;_ .-. . (, \I '\ ___ }'-T ___ /i ./ ~ /. " ,, GRAPHIC SCALE L•.• ! l '" n:I:1· J 1 !NCH ~ JO F'J' 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALJFORNIA 9201 □ (760) 43B 5899 --1 ,I I I :-1 ____ ,,, ,,/ I .I ) DATE INITIAL ENGINEER OF WORK I I I I '. '1 1· I I ' I I I I I I I 1• 1• . l I I I I I REVISION DESCRIPTION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19 . PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 I SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 151 SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 I SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 I SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 I SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 I SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 I SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 I SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 I SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE 0" CURB PER DETAIL D, SHEET 25 . p ' w ,,: I'"_/ OF (' h R·LC'B :: [1 I , '--· - 1 \ _ _,.;_i_ \ .. ,f_J .11 , ENGINEERING DEPARTMENT I GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S. GELDERT r.... e,,.,,.,,,tt ~ .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W S S S S S S W W W W W W SD SD SD SD SD SD SD SD SD C OM M CO MM G G G G G G S D FWW AMBROS IA LA NE → . . .→. . .→. . . → . . . → . . . → . . . → . . . → . . . → . . . 145 146 145 1 4 2 1 4 3 14 4 146 147 145 147 147 1 45 146 146 14 6 141 1 45 A 25 1.5% 0.5% RA M P8.0% RAMP8.0% RAM P8.0% RAMP8.0% 1 .0 % 1.5% 1.5% 1.5% 1.5% 1.5% 1.5 % 140.59 TC 140.09 FL 1. 6% 1.8% 3. 6% 9.1% 9.1% 145.00 FS 149.50 TW 147.07 FS 144.64 FS 4. 8 % 4 . 0 % 4.8% 1.5% 1.5 % 2.0% 9 .1 % 7.8% 7.8% 146.50 TW 145.70 FS 144.03 TC 144.03 FS 144.90 TC 144.40 FS 2.0 % 4.8% 4.0% 145.61 TC 145.11 FL1.5 % 145.54 TC 145.04 FL 1. 5% 1. 5% 147.45 TC 147.45 FS 0.8% 147.45 FS 3. 0% 3. 0% 1.5% 145.62 TC 145.12 FS 1.7% 145.94 TC 145.44 FS 1. 7 % 0. 5% 0.5% 0.5 % 145.87 TC 145.37 FS 146.39 TC 146.39 FS 145.36 TC 144.86 FL 146.82 TC146.32 FS 145.96 FS 147.25 TC 147.25 FS 147.75 TC 147.25 FS 147.15 TC 146.65 FS 0.8% 1. 5% 1.5 % 2. 5% 145.00 TC 144.65 FL 3. 0% 2. 9% 1. 5 % 146.70 TC 146.20 FS 1. 5% GRADEBREAK 147.84 TC147.34 FS 2.0 % 0.7% 146.88 TC 146.38 FS 1.5 % GRADEBREAK 147.88 TC 147.38 FS 1.5 % 148.01 FS 147.88 FS 147.38 FS RAMP 5.6% 144.75 FS 144.82 FS MATCH EX.138.92 FS 139.00 FS139.08 FS 139.14 FS 140.34 FS 140.27 FS 143.46 TG141.00 IE 141.84 TG 140.36 FS 1.5% 140.48 FS 140.38 FS 140.46 FS 141.98 FS 141.98 FS 141.98 FS 141.90 FS 1.5 % 1.5 % 143.57 FS 143.50 FS 1.5 % 143.53 FS 144.77 FS 144.70 FS 1. 4% 147.06 TC 146.56 FS 146.79 TC146.29 FS 146.86 TC 146.36 FS 146.70 TC 146.20 FS 1.0% 147.79 TC147.29 FS 148.14 FS 146.51 TC 146.01 FS146.51 TC 145.94 FS 145.90 FS 3. 0% 146.47 TC 145.97 FS 145.86 TC 145.36 FS 145.46 TC 144.96 FS 145.88 TC 145.38 FS 145.25 TC 144.75 FS 145.72 TC 145.22 FS 146.98 TC 146.48 FS 146.52 TC 146.02 FS 146.82 FS 146.85 FS 147.38 TC 146.88 FS 147.28 TC 146.78 FS 147.18 TC 146.68 FS 145.62 TC 145.12 FL 147.18 TG 144.50 IE 141.40 FL 146.98 TC146.48 FL 142.59 TC 142.09 FL 139.34 IE OUT 1.5% 1. 5%0 .6 % 139.50 FS 139.07 FS 146.82 TC 146.30 FS146.82 TC146.24 FS LIMIT OF GRADING R/W LINE 148.66 FL 146.00 TG145.25 IE EXISTING SIDEWALK EXISTING CURB & GUTTER 20' 10' ALL DETAILS AND CROSS SECTIONS FOR RAMPS AND WALLS PER ARCHITECTURAL SHEET AS-2.7. 4.5% MATCH EX. 144.84 TC 144.34 FL AT NEAREST JOINT MATCH EX. 144.94 FS AT NEAREST JOINT EXISTING 20' WIDE CARLSBADMUNICIPAL WATER DISTRICTEASEMENT PER DOCUMENTNO. 1994-337927 EXISTING 8" ACP PUBLIC WATER MAIN PER RECORD DRAWING 311-2 EXISTING 8" ACP PUBLIC WATER MAIN PER RECORD DRAWING 311-2 148.00 RIM 142.71 IE RAMP7.6% SAWCUT LINE DEMOLISH AND REMOVE EXISTING DRIVEWAY, SIDEWALK, AND ASPHALT TO LIMIT OF NEW WORK SHOWN 8.8% 8.2% 144.56 FS 2' 3' 143.95 FS 8.5' 141.50 FS 141.85 FS 143.00 FL 143.10 FS SAWCUT LINE 2.0% 144.78 TC 144.28 FS 144.00 FS143.73 FS 4.8%1.8% 139.62 FL 139.70 FS 2.0% 141.76 FS 9.6% 140.00 FS 137.94 TC 137.44 FL 145.64 TC 145.14 FL 141.30 FG139.16 IE 139.20 FG137.65 IE 139.20 TC138.70 FL 140.02 TC140.02 FS 146.74 TC 146.24 FS 146.74 TC 146.24 FS146.32 TC 146.32 FS 147.07 TC 146.57 FS 3 .7 % 0.5% FLUSH(0") CURB 1.0% 146.99 TC 146.49 FS 1.0% 0.7% 148.08 TC147.57 FS 147.62 TC147.62 FS 148.03 TC 147.53 FS 1.8%148.00 TC147.50 FSGRADE BREAK 1.8 % 147.87 FS 1.5% 0.8 % 1.8% 4.5' 9.0% 7.6 % 138.82 TC 138.32 FL 139.03 FS 2.0%139.90 TC139.40 FL REPLACEPERKEYNOTE 3 ONSHEET 18. MATCH EX.137.80 TC137.30 FL AT NEAREST JOINT RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 18A 35 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 I --1 ______ :,,....---- ____ _::,, ________ L -_, ----~ - \ _._. -.------(a·~ ' ' '---\ 1 {28': -'===='-\+------{: 5 > 8 \ 17 +---------<( 18) A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. 8 .J I -- I I I ,-.---. o \ \,_____j I \ . •, /.°-·. \ :~lti~l~it_~-\~:~> ~-- -c5~,-----~ ,_. ( MATCHLINE -SEE SHEET 11 --= 8 __ L __ __ .-\ ~----<\2_/ I ' , I l ' I' I "j-"-,,-.---, { 2 ;:--· ----f-' "----' ~2\----+ \ ! -~ ._ __ _. --- j ' . --{\8 ;,_: ----"-....:,,,, •.......... \_/ , -.. ,, ------- - _I ~y \" / -1- j__ L ' '--f 8 }----~ ·, i__ __ ·'-- +----1!2) , __ / --=---- (2~~---. \ _ _, ·-->~" =:::>:::::'~: • >_-.: __ -~ ----( 7 \ \_/ --- ' --CRYPTTTC ~C;\J.~ ( TK ~HT ) 1 INCH -10 FT . / · --,/' '-<·-, / / ,✓.j / _.,---- " J -...... \.____J c--...... I -- 2C DATE INITIAL j +----,t 2\ \____J ._ __ _. \, " \\ . . /2\ ~-----{\_/ ____ .., __ ,--\ ..... --.. r 2 ~ \_/ ._ __ _. . 7 : (2)---~ .,_r u~, +------{: 2) \~-- --- ' \\ j \ \\ t REVISION DESCRIPTION 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALJFORNIA 9201 □ (760) 43B 5899 ENGINEER OF WORK j co ,-- 1-w w :r: en w · W en I w z - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A/ SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE B / SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 1 B" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER SDRSD G-2. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUTTYPE-A PER DETAIL 6 / SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16/ SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 / SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 / SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21 . PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN . PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 / SHEET 19. PROVIDE CURB INLETTYPEA-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 / SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. PROVIDE CONCRETE SIDEWALK PER SDRSD G-7. p ' w ,,: I'"_/ OF (' h R·LC'B :: [1 I , '--· - 1 \ _ _,.;_i_ \ .. ,f_J .11 , ENGINEERING DEPARTMENT - GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S. GELDERT r.... e,,.,,.,,,tt ~ .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE SD SD SD SD SD SD SD S D S D SD SD S D S D SD SD S D SD SD SD S D SD SD SD S SD SD SD SD SD SD SD SD SD SD SD W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD AVIA R A PK W Y . 145 147 147 148 146 146 144 145 147 148 143 1 49 146 145 144 143 1 4 5 1 4 6 146 1 4 4143 142 142 141 1 4 2141 146 1 4 7 148 145144143142 1 4 1 141 15 0 1 5 0 151 145 144.75 TC 144.25 FL 3.0 % 145.00 TC 144.50 FL 147.53 TC 147.53 FS FLUSH (0") CURB 0.5% 0. 7% 4. 4% 4.4 % 148.38 TC 147.88 FS1.5% 145.78 FS 1. 5% 3.5 % 2. 9% 146.70 TC 146.20 FS 147.30 TC 146.80 FS1.1% 146.75 TC 146.25 FS GRADE BREAK GRADE BREAK 146.81 TC 146.31 FS 147.35 TC 147.35 FS 146.70 TC 146.20 FS 145.89 FS 146.45 TC 145.95 FS 146.30 TC 145.80 FS 147.98 FS 149.00 TC 148.50 FS 148.58 TC 148.08 FS 1. 5% 1.6% 0. 7% 148.70 TC 148.70 FS 145.42 TC 144.92 FL 148.85 TG145.00 IE 145.71 TC 145.21 FL 2.3 % 4. 3 % EXISTING TYPE A C.O. 115.00± IE 146.63 TC 146.13 FS LIMIT OF EXISTING CITY OF CARLSBAD 20' PUBLIC STORMDRAIN EASEMENT PER RECORDDOCUMENT # 89-346185 RECORDED JUNE 29, 1989 EXISTING 24" PVC PRIVATE STORM DRAIN PER RECORD 1989-04-52004 EXISTING 60" RCP PUBLIC STORM DRAIN PER RECORD DRAWING NO. 302-8 148.18 TG145.60 IE 149.15 TC148.65 FS 147.72 RIM 141.92 IE EXISTING 8" ACP PUBLIC WATER MAIN PER RECORDDRAWING 311-2 1.5% 144.83 TB144.00 FL140.00 IE 141.25 IE 141.25 IE 1.5 % 148.86 FS 148.86 FS 1. 5% 148.66 TG143.03 IE 2:1 SLO P E 2: 1 SL O P E 2: 1 S L O P E 2:1 S L O P E 2:1 S L O P E 2:1SL O P E 147.96 TG 144.40 IE 145.71 TC 145.21 FL 3.5% 3 . 5 % LIMIT OF GRADING R/W LINE WEST BIO FILTRATION BASIN BASIN FINISH GRADE= 141.00 MIN. AREA = 6,300 S.F. 146.25 FG EXISTING 60" RCP STORM DRAIN PER RECORD DRAWING NO. 302-8 E 25 141.25 RIM 138.25 IE 148.50 TC 148.00 FS 147.96 TG143.25 IE147.96 TG144.00 IE 1. 5% 148.86 FS 10' 41' EXISTING CONCRETE CURB & GUTTER116.66 IE 143.38 RIM 138.00 IE 6" IN 120.46 IE - 24" OUT139.00 IE 24" IN 3:1 SLOPE 3:1 SLOPE 1. 5% 2:1SLOPE 3:1 SLOPE 10' OPENING 6' MIN. 10' MIN. 6' MIN. 10' MIN. 6' MIN. 10' MIN. PROVIDE 2' WIDE CONCRETE DRAINAGE DITCH PER SDRSD D-75 MODIFIED TYPE D. PROVIDE 4' WIDE CONCRETE CUT-OFF WALL PER SDRSD D-40 SECTION B-B. 24" SD IE=142.05 8" WATER TOP=142.55SEE KEYNOTE 2 ONSHEET 18. RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 LO ,-- 1-w w :r: en w w en I w z I - '-'- ' . .___ . - ' 2 / / - / :::--------.. 2 7 ' '-..i '' ' ' ------- .~.----........ (~/,-, -----'-' 2 ------ - - A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. 2 j 2 ' I ~ ' ' _, I ""' { \ .) 1V :.:'/ ·--,__ / / ," -~::_-./(~ ' ' ' --_,,_ I I "/ MATCHLINE -SEE SHEET 12 /14\ \_/ I 3 I I I ~~ ., ~ 1---v --- / I I i . -- I J I I ~ ---(30") ·';5-,/ I _)-7;.::::,, / '.: / ;,'/ / I I --------- V 14 \_ ..._ _ __, ,I --1 - 13\~--+- ' " I ----+--~-----+----ce..~c__,.:' 16\:,icc: =-c-,,,....-c,vv ~-- \_/ 'v ,, ✓,, C JN l 'LKJ' l l INCH -JO FT ,I I I ✓ J. v DATE INITIAL 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 ENGINEER OF WORK I v 7--1--1 ~---r,::3\ \__,/ I I v REVISION DESCRIPTION ,I I ,--·-. I I. I I V ' en I w z - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL}, PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 / SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 15 / SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 I SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 / SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 / SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 / SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 / SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 / SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 I SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 / SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 / SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE O" CURB PER DETAIL D, SHEET 25. I I P 11 TI T 1 I SH~~T I C_T\ '.J F .... /1.~-L'. B' • c· I ----<' -< ----< ,,t. ·, "----' \., ~--· l _'.':-'-"._ ' ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 GRADING PLAN L',I_ w ' APPROVED: JASON S. GELDERT r.... e-tt 1,,.,,, ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DATE INITIAL DATE INITIAL I RVWD BY: 11 PROJECT NO. 11 DRAWING NO. f-O_T_H-ER_A_P-PR-O-VA-L--CITY_A_P~PR-0-VA_L__, CHKD BY: . . . . ~-----~ ~-------~ S D SD SD S D S D SD SD S D S D AVIAR A PKW Y. 152 1 5 2 1 5 2 151 1 5 0 10'EXISTING CURB & GUTTER 41' EXISTING 60" RCP STORM DRAIN PER RECORD DRAWING NO. 302-8 EXISTING SITE WALL LIMIT OF GRADING EXISTING PROPERTY LINE 3 : 1 M A X . S L O P E EXISTING CONCRETE BROW DITCH 152.50 FG RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION CONSTRUCTION KEY NOTES 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 13 18 19 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 20 21 22 23 24 25 GENERAL NOTES 26 27 28 29 30 31 PD2023-0013 543-4A 32 33 34 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 -- I c.o1 ,---- I-I wl WI/ :I:1,-;. Cf) \/) wl w Cf) I WI Z1 -_JI II ~I <Cl ~I I I I I I I I I I I I I I I _ ; ; - ·----~~ -I~ ~ 1- • .• I_~ ~\ L / ; ; ; A. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED. B. THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK. C. THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS. THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT. D. CONTRACTOR SHALL PROVIDE AND IMPLEMENT ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, PER STATE CONSTRUCTION GENERAL PERMIT AND CAL GREEN BUILDING CODE. MATCHLINE -SEE SHEET 13 Gl/Al 'JIIC ~,CAL.t,; ( IN FEET ) 1 INCH 10 FT 3775 TENTH STREET, RIVERSIDE CALIFORNIA 925 □ 1 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALJFORNIA 9201 □ (760) 43B 5899 DATE INITIAL ENGINEER OF WORK ---------- REVISION DESCRIPTION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROVIDE CONCRETE FLATWORK PER DETAIL 1 & 2 SHEET ASD-1.1. PROVIDE 6" CONCRETE CURB PER CIVIL DETAIL 2 / SHEET 19. PROVIDE 12" LANDSCAPE AREA DRAIN (NDS OR EQUAL) WITH ATRIUM GRATE AND ALL FITTINGS. PROVIDE 6" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE MODIFIED CURB OUTLET PER CIVIL DETAIL 10 / SHEET 20. PROVIDE 14 INCH STORM FLOOR DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, WITH VANDAL PROOF GALVANIZED GRATE (SMITH OR EQUAL), PER DETAIL 4 / SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 10" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE A I SHEET 19. PROVIDE 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER CIVIL DETAIL 3 TYPE BI SHEET 19 (FOR FIRE LANES). PROTECT EXISTING STORM DRAIN IN PLACE. DEMOLISH AND REMOVE PORTION OF EXISTING STORM DRAIN PIPE SHOWN WITH CROSS HATCH. PROVIDE CURB INLET TYPE B PER DETAIL 1 / SHEET 19. PROVIDE 18 INCH PRECAST STORM DRAIN INLET, WITH ALL ADAPTERS, FITTINGS, VANDAL PROOF GALVANIZED ADA COMPLIANT GRATE, PER CIVIL DETAILS. PROVIDE CONCRETE CURB RAMP (TYPE A) PER SDRSD G-27. PROVIDE 8" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 12" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE 18" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE CONCRETE HEADWALL PER CIVIL DETAIL 14 I SHEET 20. PROVIDE 6" CONCRETE CURB & GUTTER PER CIVIL DETAIL 151 SHEET 20. PROVIDE STORM DRAIN CLEANOUT TYPE A-4 PER DETAIL 13 / SHEET 20. PROVIDE 24" PVC (SDR-35) STORM DRAINAGE PIPING AND ALL FITTINGS. PROVIDE TRENCHING, BEDDING, AND BACKFILL PER CIVIL DETAIL 5 / SHEET 19. PROVIDE STORM DRAIN DOUBLE CLEANOUT TYPE-A PER DETAIL 6 I SHEET 19. PROVIDE STORM DRAIN MODIFIED CATCH BASIN TYPE F PER DETAIL 16 I SHEET 21. PROVIDE MODULAR WETLAND LINEAR 4X4 OPEN PLANTER INLET (MODEL MWS-L-4-4-3'-2"-C PER DETAIL 9 I SHEET 20. PROVIDE BIO FILTRATION BASIN PER DETAIL 17 I SHEET 21. PROVIDE RIP-RAP ENERGY DISSIPATER TYPE 2 PER CIVIL DETAIL 18 / SHEET 21, WITH NO. 2 BACKING ROCK CLASS, AND NON-WOVEN GEOTEXTILE FILTER FABRIC. PROVIDE ZERO INCH CURB (FLUSH CONDITION) PER CIVIL DETAIL 21 / SHEET 21. PROVIDE 6-INCH PERFORATED PVC SUBDRAIN WITHIN BIOFILTRATION BASIN. PROVIDE 2' WIDE CONCRETE DRAINAGE GUTTER PER DETAIL 19 I SHEET 21. PROVIDE 44' WIDE CONCRETE DRIVEWAY PER MODIFIED G-14E AND GS-12 SEE DETAIL 11 / SHEET 20. PROVIDE STORM DRAIN CONCRETE LUG CONNECTION TO EXISTING 60" RCP, PER DETAIL 8 I SHEET 19. PROVIDE CURB INLET TYPE A-1 PER DETAIL 7 / SHEET 19. PROVIDE CURB RAMP TYPE D-2 PER DETAIL 9 I SHEET 20. PROVIDE CURB RAMP TYPE A-1 PER DETAIL 12 / SHEET 20. PROVIDE 0" CURB PER DETAIL D, SHEET 25. k J 11 P, __ _ 1:-<:='. ___ _ w ,,: Ii---7\._/ OF (' h R·LC'B /\ [1 I • '--· - 1 \ _ _,.;_i_ \ .. ,f_J .11 , ENGINEERING DEPARTMENT r GRADING PLANS FOR: GR 2023-0022 GRADING PLAN SHEETS 0~ d APPROVED: JASON S. GELDERT r.... e,,.,,.,,,tt ~ .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE SD SD S D SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD S D S D S D SD S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD S D S D S S S S S S S S S S S S SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S W W W W W S SD SD SD SDSDSD SD SD SD SD SD S D S D S D S S S S S S S S S S S S S S S S S S SD SD SD SD SD W SD SD SD SD SD SD SD S S S S S S SD SD SD S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD COM M COM M COMM COMM C OMM E E E E E E E E E E E E E E E E E E E IRR IRR IR R IR R IRR IRR IR R IR R IRR IRR IRR IRR IR R I R R IR R I RR IR R IRR IRR IRR IRR IRR IRR IRR IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR I R R IR R IR R IR R IR R IRR IRR IR R IRR IRR IRRIRRIRRIRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRR IRR IRR IR R IR R IR R IRR IRR IRR IRR G G G G G G E E COMM COMM CO M M COM M COMM COMM E E E E E E E COMM C O M M C O M M E E E E E E E E E E E E E E E E E E E E COMM COMM COMM CO M M CO M M C O M M CO M M CO M M CO M M CO M M CO M M C O M M C O M M COMM COMM COMM E E E E E E E E E E E C O M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M E E E E E E E E E E E E IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR CO MM COM M CO M M G G G G G G G G G G G G G COMM CO M M CO M M CO M M CO M M COMM E E E E E E E G G G G G G G G G G G G G G G G G G E E E E E E E G G SD S D SD SD SD SD SD SD SD SD / / / / / / / / / / / ////////////////////////////////////////////////////////////////// SD SD / / ////// //// / / ///// // / / / / / / / / / / / / / / / / / / / / / / // / / / / ///////////////////////////// ////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////////////////////////////////////// ////////////////// FW SD SD SD W W W W W EXISTING BLDG 300 FF=153.50 PROPOSED BLDG. 800 FF= 151.00 PAD = 150.25 EXISTING BLDG 500 EXISTING BLDG 600 FUTURE BLDG FUTURE BLDG EXISTING 20' WIDE CARLSBAD MUNICIPAL WATER DISTRICT EASEMENT PER DOCUMENT NO. 1994-337927 EXISTING 20' WIDE CARLSBADMUNICIPAL WATER DISTRICT EASEMENT PER DOCUMENT NO. 1994-337927 EXISTING 8" ACP PUBLIC WATER MAIN PER RECORD DRAWING 311-2 EXISTING 8" ACP PUBLIC WATER MAIN PER RECORD DRAWING 311-2 EXISTING 8" ACP PUBLIC WATER MAIN PER RECORD DRAWING 311-2 RELOCATED TOILET BLDG. 149.50 FF EXISTING 2" WATER METERPER RECORD DRAWING 311-2 24" SD IE=142.05 8" WATER TOP=142.55 EXISTING 2" WATER METER TO REMAIN 8" SD IE=146.00 EXIST 8" WATER TOP=145.00 12" SD IE=147.06EXIST 8" WATERTOP=146.00 20' 20' 20' 20' 27' 9' 29' 7' RUHNAUCLARKE.COM 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 AVIARA OAKS ELEMENTARY SCHOOLMODERNIZATION PD2023-0013 543-4A CONSTRUCTION KEY NOTES GENERAL NOTES 1 2 3 4 5 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 " ' I - - - L ::::r I _J 11 ln-1 I 1! I ~ L \ 5 I TYP \ I --- .. J .• 1 :, V ci )I y i ~ .... , : 'ii./ ' I ' ' ' I ✓ ' I ,'. 11 :-~~ ! ------------- ~ ~~­.... ~ / ,I ~ ·'" .. ~•.... l-0--2 ~ I • ,I ✓ ·--'.:\___:::, \J __ .. I ✓ .. I\ ---v~~;,1-i' I --Ill-- ·,, · t ··t~-; v1 .. I .J I I ' ' ' ' ..---a-+- I I -,- ~-------~-------,,,--------,,--------~·---~-----, .. ~ .. ,, .. II I I --. -_I I I I I I 1 I I II II II I _.1 I II 11 I I IL .... 1 __ _ _ • -; \ I 11 11 11 - '1 1 11 11 -, ,1 I I II II I' I II II ·11----------11' II II II II _J~--------W II II II II II I I II II II II II II \ i -----~ ---1---' --/-_ II II I I --- C 1. I \ I\·- I / ' ' ' + ' ' i ' ' l • I • ~ ----,,/'-+ / )• / 'I " ii I II 11 .. -, .1- 11 V \,\ Ii (~2C ~ '\:N: ( IF FEET ) 1 mT::--:: 20 FT NOTE: RESTRAINED LENGTH DIMENIONS (LR1 AND LR2) SHALL BE CALCULATED BY ENGINEER OF RECORD AND SUBMITTED FOR APPROVAL SLOPE SECTION LRI 2 / \ CROSSING VERTICAL OFFSET I ~ u TILi TY \ I h 't 12~ MIN. ~ ,----SEE-NO-TE-I ~U NOTES: 1. SEPARATION, SLEEVING OR NO-JOINT REQUIREMENTS FOR POTABLE PIPELINES BELOW NON-POTABLE FLUID PIPELINES SHALL APPLY. (SECTION 64572, CA. WATERWORKS STANDARDS). 2. ALL PIPE JOINTS BETWEEN FITTINGS SHALL BE RESTRAINED. 3. INSTALL AIR-VACUUM VALVE ASSEMBLY UNLESS OTHERWISE APPROVED. 4. ALL METALLIC FITTINGS AND HARDWARE SHALL BE POLYETHYLENE ENCASED. ITEM DESCRIPTION G) DI OR PVC PIP E 12) TRANSITION OR FLEXIBLE PIPE COUPLING 3 RESTRAINED DI FITTING 11.25·, 225" OR 45· MJ OR PUSH ON @) 2" AIR VALVE REV, APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT NOTES: VERTICAL OFFSET AT UTILITY CROSSING I, FOR INSTALLATIONS ON ACP WATER MAINS, REPLACE THE ACP WITH C900 PVC DR 18 PIPE, 2, BOLTS & NU TS -3/4" X 3" HEX HEADS .. 3, INSTALL BOLTS WITH NU TS ON TOP OF FLANGE, SPEC DWG 15056 15064/15065 15000 15056/15064 W-11 7 /22/22 DATE STANDARD DWG NO W-31 4, SEE SP ECIFICATION FOR PAIN TING REQUIREMENTS (BEGIN PAIN T AT SCORE IN BREAK-OFF SPOOL) .. 18" SEE NOTE Be-~~_, 5, SEE IMPROVEMENT PLANS FOR FIRE HYDRANT LOCATIONS .. 6, A 3' CLEAR SPACE SHALL BE MAINTAINED AROU ND THE CIRCUMFERENCE OF F .. H .. EXCEP T AS OTHERWISE APPROVED .. 7 .. ALL BURIED NUTS AND BOLTS SHALL BE WAX TAPE GOA TED PER SPEC .. 09902 .. 8 .. 36" BEHIND FACE OF CURB FOR NON-CONTIGUOUS / OR NO SIDEWALK .. SIDEWALK CURB & GUTTER 9 l"'l 1 1 r '''',\:-:1 /ll~ CD 12 i1:·l ........ :-.. IT_· .. ,·: .......... ,· .. ·, .... ··,~ 3'""9'~""'-~ ~v 'lt-/\-~i-11 ~:(1o)_1 o'\...wl _ __,_6' -----+-0,_.,,;_)e,.,ol I .. , '._',;J@ \ ~ I T I/ '-8 ' .... ':) ~1 I , , I I : .. :ef.. .. ' .. .. "-•>"";c;1=11- , .. , :~• .. ' ',IT+ ..... , ...... , .. .. ~ ........... :·· / O"< SLOPE ''L ll,, ..... l-,. ._:,'-~.. ~ " V , , .. ,.._, ;:;,J: .: .... ~ 11 i.j· µ·,,,ill~1,11 1~,,i•1i,)L~mill,,lL~ - - - - - --~; ~~lmi1Jb 11 3 VARIES ITEM DESCRIPTION 1 DUCTILE IRON OR PVC PIPE -DI TEE WITH 6" FLG OUTLET IPO OR MJ X FLI 2 STEEL PIPE -6" STEEL FLG OUTLET 3 THRUST BLOCK 4 VALVE ROX ASSEMBLY 5 600 FLG X PO GATE VALVE 6 6" C900 PVC DR18 PIPE 7 6" X 30" PO X FLG BURY ELL 8 VARIABLE LENG TH FLG'D BREAK OFF SPOOL 9 6" FIRE HYDRANT 6 HOLE IO POLYETHYLENE ENCASEMENT 11 4'X4'X4"JHICK REINFORCED CONCRETE PAD REV APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT FIRE HYDRANT ASSEMBLY 3 SP EC/DWG 15056 09870/15061 {L._,p ;J .I ,/ DISTRICT ENGINEER RCE 55974 STANDARD DWG. NO. 03000 15100 W- 21 15064 15056 I SISQ 1SHQ a,ooa ±mm DATE W-17 '~:;~(;.s:ci!~!'i10~/; ~ @rm~@ DATE INITIAL REVISION DESCRIPTION 3775 TENTH STREET, RIVERSIDE CALlFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALlFORNIA 92010 (760) 438 5899 ENGINEER OF WORK 0 0 0 0 0 REMOVE EXISTING FIRE HYDRANT AND CONSTRUCT NEW FH 4 FEET TO THE SOUTH WITH NEW THRUST BLOCK PER CMWD STD, DETAIL W-17 ON THIS SHEET. PROVIDE VERTICAL OFFSET OF EXISTING 8" ACP PUBLIC WATER LINE PER CMWD STD, DETAIL W-31. THE NEW 8" PVC C900WATERSHALL HAVEA20' LENGTH CENTERED UNDER THE SD PIPE. THE STORM DRAIN LINE SHALL HAVE NO JOINTS WITHIN 8' OF THE CROSSING, ALL JOINTS SHALL BE RESTRAINED BETWEEN ACP TO PVC TRANSITIONS, ACP SHALL BE REMOVED TO NEAREST JOINT NO CUTTING OF ACP PIPE ALLOWED, ALL ACP TO BE REPLACED WITH PVC TO EXTENT REQUIRED FOR RESTRAINED LENGTH REQUIREMENT. REPLACE EXISTING GATE VALVE AND 6" FIRE WATER LINE WITH NEW 6" PVC C900 WATER PER DETAIL W-17 SHOWN ON THIS SHEET, FUTURE PRIVATE UTILITY CROSSING PROVIDE NEW 8" PVC C900 WATER MAIN WITH 20' STICK LENGTH CENTERED AT THE UTILITY CROSSING, THE PRIVATE UTILITY LINES SHALL HAVE NO JOINTS WITHIN 8' OF THE CROSSING, ALL JOINTS SHALL BE RESTRAINED BETWEEN ACP TO PVC TRANSITIONS, ACP SHALL BE REMOVED TO NEAREST JOINT NO CUTTING OF ACP PIPE ALLOWED, ALL ACP TO BE REPLACED WITH PVC TO EXTENT REQUIRED FOR RESTRAINED LENGTH REQUIREMENT APPROXIMATE LOCATION OF ELECTRICAL CROSSING WATER PIPE, SEE ELECTRICAL PLANS FOR EXACT LOCATION, PROVIDE MINIMUM 1' VERTICAL SEPARATION OVER WATER PIPE FOR ALL PROPOSED ELECTRICAL CROSSINGS PER DETAIL E BELOW (SHOWN FOR REFERENCE ONLY), SEE ELECTRICAL PLAN SHEETS WITHIN DSAAPPROVED SET, A, PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN .. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED, 8, THE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE DISTRICT AND CITY OF CARLSBAD, THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING WORK, C, THE CONTRACTOR SHALL NOTIFY DIGALERT (811) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE ANY UTILITY SHUT DOWNS, THE CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATION SERVICES IN LOCATIONS ONSITE NOT COVERED BY DIGALERT, D, COORDINATE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINS WITH LANDSCAPE TREE LOCATIONS, ELECTRICAL AND PLUMBING UTILITIES, AND OTHER INSTALLATIONS, REFER TO EACH DISCIPLINES PLANS FOR ADDITIONAL INFORMATION, 6,1,,t:.!'1.fiLL TO M.-_TGH E>J5Tll-6 6RJoD.'!: A. T [..,l,J;lc;s,:..i..~D ,.,. .... , CCMMJNIG,,l,,TION ~ CCN~rr5 a..i TOI" Cl'<: c:t,1 e-lDE OF POl'eli ,;.o:,IDI..IITii 12· ~AfJf>H.1..LTOfil'-ONC.~ f'.'riVNG t-1.A-c i. ~TIJ'Ki. ,NH~ _..,F'P.JGA6~ IJt.'J:lE,11.iRB:JJ EA...:.TIH ~El.i'G-TTD 6;.,~·..1KFII..L. FR:f.E OF l.A""' PR:Ov'IDE ~IN. 6-. 5EF' .... ~WN ~ P~ANOALL OTtl~ DEERJ5 ,',ND GOHP"'-G"i'S TO 'i::l% Re.Ai"l'/1: ~i'f +,--1:,...0,.,,,-=~. +-,, ,-\;,c,.,i =:::t===--t.r1'1. 3" c:EEP ':lJ s.,La,:: Ca,IC!l..FJE -51.!,~Y. 1911-t-:::»--El...ECTPJC>J...~r,JfTS ~ ~<;'.l~~,>,T AU. HORIZONTAL. AND '-~INS L.O:::,,>,~N$ """ +--t lr~~7'l--W1 f~'-l fOf< OJANilTY. =. 1.~1'ii"M~t,i,S-~yti,,~ F'IFIE, ~~lt'E 1' :MINIM~ 'Sf PARAT~ ,.a.,i,w R:!::O Sl.iJR.-Q..Y_ 6~L l"'ITH ~D' OR (Z)~,:;.o,i,;::..~ SUIRRY :T~~s,l,!:c FOR REFERENCE ONLY: 11c,· TC sc>L= PROPOSED ELECTRICAL CROSSING AT WATER "" , ' I 1, 1 .. 1 I L T 1 h ~, ~ F .. -.. ___ _ ' - w CIT'f '/F (., 11 R. L' .. :c B :\ Il t _ _) ~" _:_ l )_J -'-~ ENGINEERING DEPARTMENT ' GRADING PLANS FOR: GR 2023-0022 l'IJLI l"r l'L.AN SHEETS nee Gf APPROVED: JASON S .. GELDERT r,,,.. e.,..,.,,aPc., ENGINEERING .MANAGER RCE 63912 EXP,9/30/24 DATE RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4A NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. PLACE EXPANSION JOINTS AT CURB RETURNS ADJACENT TO STRUCTURES AND AT NOGREATER THAN 45' INTERVALS. 3. PLACE WEAKENED PLANE JOINTS AT 15' INTERVALS FROM POINT OF CURB RETURN. 4" ASPHALT CONCRETE 10" CLASS 2 AGGREGATE BASE COMPACTED @ 95% 12" SCARIFY & SUBGRADE COMPACTED @ 95% TYPE V CONCRETE RING OR 'STORM' AS REQUIRED FINISH SURFACE CONCRETE PAVING PER ARCHITECTURAL PLANS. INSTALL PLUG IF AT END OF LINE. 6" PVC RISER PIPE. 45° ELBOW. 34" CRUSHED ROCK PIPE BEDDING. STORM DRAIN MAIN LINES, SIZE PER PLAN 34" CRUSHED ROCK. STANDARD WYE BRANCH. 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 PROVIDE SQUARE 14" GALVANIZED CAST IRON FLOOR DRAIN, HEEL PROOF (14" TO 516" OPENINGS)AND VANDAL PROOF, (SMITH 1410 OR EQUAL). TYPE A: DRIVEWAYS AND PARKING TYPE B: FIRE LANES 4" ASPHALT CONCRETE 15.5" CLASS 2 AGGREGATE BASE COMPACTED @ 95% 12" SCARIFY & SUBGRADE COMPACTED @ 95% NOTE: PER D102.1 ACCESS AND LOADING: FACILITIES, BUILDINGS, OR PORTIONSHEREAFTER CONSTRUCTED SHALL BE ACCESSIBLE TO FIRE DEPARTMENTAPPARATUS BY WAY OF AN APPROVED FIRE APPARATUS ACCESS ROAD WITHASPHALT, CONCRETE OR OTHER APPROVED DRIVING SURFACE CAPABLE OFSUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING UP TO 75,000POUNDS (34,050 KG.). H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 SEE M- 2 FOR MANHOLE FRAME ND COVER • A 7 _L ___ #4 n AROUND OPENING ~tNCGUR~H6~E ONE OR BOTH SIDES • B TRANSITION TO NORMAL CURB HEIGHT IN IO' ON BOTH SIDES UNLESS OTHERWISE NOTED SEE D-12 FOR CONTINUOUS GALVANIZED STEEL FACE ANGLE AND PROTECTION BAR -o~~ g:"it, I I I I V ,-t------7 I ~-----+--+-:SEE NOTE IO I 4" RADIUS---~ • A • B PLAN L -LENGTH SHOWN ON PLANS 6"MIN -'--'='~·- (TYPICAL 3" CLR BOTH SIDES) ~--7-1/2" SEE NOTE 7 C J CURB LINE STREET /ROADSIDE 6" EDGE OF GUTTER #4 Cr@6" #4@ SECTION B-B #4@ 12" #4 @ 6" 3-#4 Y+IO" f----j 1' I- SEE SOARS □ 4-#4 AROUND PIPE OPTIONAL CONSTRUCllON JOINT 6" MIN ABOVE INVERT D-IIA & D-IIB FOR HORIZONTAL & FLOORING J REINFORCEMENT l i[ D SLOPE FLOOR 12: I 30 D LAP~ f-----,,ld L TOWARDS OUTLET (lYP) --h I---Y ---I ft-F--30 D LAP (lYP) Y IS DETERMINED BY PIPE SIZE -4' MIN, 8' MAX SECTION C-C 30 D LAP (lYP NOTES I. SEE D-11A, D-IIB & D-12 FOR ADDITIONAL NOTES AND DETAILS. X (4' MIN) f--~(s=E~E ~N=oT=E~,-,-) --,T SECTION A-A 2. TYPES ARE DESIGNATED ON PLANS AS FOLLOWS: 8 (NO WING), 8-1 (ONE WI NG) or 8-2 (TWO WINGS). 3. MAINTAIN 1-1/2'' CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 4. STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4'. SEE 0-IIA FOR DETAILS. 5. CONCRETE GUTTER TO MATCH ADJACENT GUTTERS. 6. AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET WHERE THE CURB IS TO ADJOIN. 7. PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN UNE WITH BACK OF ADJACENT CURB. 8. SURFACE OF TOP SLAB TO MATCH SIDEWALK FINISH AND SLOPE. 9. IF REQUIRED BY LOCAL AGENCY, EXTEND TOP SLAB STEEL REINFORCEMENT 12" INTO ADJACENT SIDEWAUK. OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT 30 D LAP (lYP) ID. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY "O" SYMBOL. LEGEND DN PLANS 11. IF REQUIRED BY LOCAL AGENCY, ENLARGE CURB INLET TOP TO WIDTH OF ADJACENT SIDEWALK (X + 2T NOT TO EXCEED 5'-6") BY LENGTH OF INLET INCLUDING WING(S). REINFORCING STEEL SHALL BE P7::::i EXTENDED ACROSS ENLARGED TOP TO CLEAR DISTANCES SHOWN. Re0sion By Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN OIEGO REGIONAL ST ANOARDS COMMITTEE ORIGINAL Kercheval 12 75 Edited Edited Edited Edited T_ Stanton 02/09 S.S. T. Regello 03/11 CURB INLET -TYPE B T.R. T. Regello 70/15 M.W. M. Widelski 10/18 CURB INLET TYPE B ' 1 TYPICAL TRENCH SECTION WITH DIMENSIONS AND COMPACTION ZONES 90% ,T TI TI jj-(GCDCINC) rtr~!L~, ' D/4 I 4" lvllN TO 8" M!'i.!'.. GU KATI-I FIP[ NOTES: 1 ?ERCC:N T!'-.CES S:-iOWN EQU . .'\L MINll/,UM IIEL1\II\IC: COMP,\C flUN. 2. MINll/,UM D[ PTH or COV[ R m ot-A TCP CF PIFE TO FINIS:-i CRAC1E FCR ALL STORM Dfit..l~I I\ STALL.I\TlCNS SHALL 3E 3 FEET FCR CO'-/ER LESS TH.\N ::·. SPECli\L DESIGN ;,.r,c t,.PPR0I/AL REOUIRED 0 TRENCH z:JNC: 2!-.CKFILL SH/.._L BE PER SECTICN CJ???1 ,\JO l<OC:KS I :\R·:";ITI TIII\N 1" IN /.NY Dlf.lENSIO~J WILL BE /lLLOWED IN BACKC LL ASt'H.'\LT en CONCl<[T[ Cl IUNKS WILL N:":lT 0[ -~Ll_m,,=o 4. CITY Sl la\LI_ INSPECT TR[NC:I-I GOTT:1\!S PRIOR ffl 3AC<FILL TO CONcl R~i STABILI TY JF nENCH RCP PIPE PIPE ZONE ~---TRENCH 'WIDTH ----~ ~~ ~ ~ ' ---!- 12" -~I PIPE G.D. ,;{' ~ ,~ : ~:, 7 1=::f t?~f/){/;f/'Yi:/)f}}:i~~~ }=_j,;=L =..L=;' :::;1 I1;;'.lt:;:ll~l l □I I J/L" CRUSHED ROCK CITY OF CART,S R AD INVC.k I. CITY ENGli'ffER PIPE BEDDING AND TRENCH t----+-----+---1 8ACKFILL FOR STORM DRAINS ~i;~6~~~1~;' STORM DRAIN PIPE BEDDING AND BACKFILL \.CT T'.J to '25. LOt8 19246 Date D-02 4129"2022 D.t.,TE DS-2 .. w z ::, m "' ~ 6" u 11 " 6" CURB AREA =0.89 Sq. Ft. 2" WEAKENED PLANE JOINT 6" CONCRETE CURB I\'.: I f 2" AC PAVEMENT FINISH GRADE • 0 - 6" TYP .....j l~ 6 TYPE B 2 SEWER LATIERAL CLEANOUT NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) CLEANOUTS TO BE INSTALLED AT THE END OF MAINS WHERE INDICATED ON THE PLANS 3) CLEANOUT PIPE TO BE SAME SIZE AND MATERIAL AS SEWER MAIN UP TO 8" 4) BACKFILL TO TOP OF 45· BEND WITH 3/4" CRUSHED ROCK CAP AS APPROVED BY AGENCY 10 -----0 5) MATERIALS SHALL BE SELECTED FROM THE AGENCYS APPROVED MATERIALS LIST LEGEND ON PLANS ITEM NO G) SIZE AND DESCRIPTION 12" Cl CLEANOUT BOX COVER MARKED 'SEWER' 12" PVC, C-900 x 15'" LONG (CLEANOUT BOX) SIZE x REQUIRED LENGTH PVC PIPE ITEM NO 5 6 7 8 9 0 SIZE AND DESCRIPTION 45· ELBOW 3/4" CRUSHED ROCK PIPE BEDDING SEWER MAIN 3/4" CRUSHED ROCK SEE NOTE 4 STANDARD WYE BRANCH INSTALL PLUG AND CONCRETE LUG Revision SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY ll1E SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12 75 Add Metric T. Stanton 03/0J Repl11ce-d S-03 J. Tomas11lo 03/05 Delete Metric MR B. KNOLL 03/11 Reviewed BK B. KNOLL 04/ 15 SEWER OR STORM DOUBLE CLEANOLJT U 17. ",?015 Ch □i ,crson R.C.E. 19246 D □t e DRAWING SC-01 NUMBER SEWER OR STORM DOUBLE CLEANOUT 6 VEHICULAR ASPHALT PAVING SECTION r " 3 I '-~ SEE M-1 FOR MANHOLE FRAME TRANSITION TO NORMAL CURB HEIGHT IN IO' ON BOTH SIDES UNLESS OTHERWISE NOTED SEE D-12 FOR CONTINUOUS GALVANIZED STEEL FACE ANGLE AND PROTECTION BAR #4 n AROUND OPENING AND COVER ..-·,--,.---::-.... ,s C L CURB LINE 4" RADIUS ,2·I -----...1.l,1 __ _ >-t--t---~--c--joEE NOTE I 4" RADIUS 7 I WING IF IT occu~s ONE t:; J: L LENGTH SHOWN ON PLANS PLAN L ~ LENGTH SHOWN ON PLANS SLOPE TO MATCH CURB PROFILE SEE NOTE 7 C __j EDGE OF GUTTER #4 CJ@6" SECTION B-B SLOPE GUTTER 3" OR il, MATCH EXISTING 'SEE NOTE 8 10" UNLESS G -3" ROADWAY SkURFACE I' -9• SHOWN rE'=.=i---t~'OTHERWISE STREET ~ I --.------. . • O> T_~ ~- 2#6 \l. 2#7 L-++-+--#4@12" J tt". k:;:::::>t===~-----J ROUNDED PIPE ENDS •1 SEE D-61 D INVERT ELEVATION SHOWN ON PLANS • -~ OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT >-I 30 D LAP (TYP) I I -IT >---I -----' T 1---4' SECTION C- C SECTION A-A NOTES I.SEE D-IIA, D-11B, & D-12 FOR ADDITIONAL NOTES AND DET/>JLS. 2.TYPES ARE DESIGNED ON PLANS AS FOLLOWS: A (NO WING), A-1 (ONE WING), OR A-2 (TWO WINGS). 3.EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF 1/2". 4.STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4'. SEE D-1 IA FOR DETAILS. 5,CONCRETE GUTTER TO MATCH ADJACENT GUTTERS. LEGEND ON PLANS 6.AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET WHERE THE CURB IS TO ADJOIN. 7.PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB. 8. SURFACE OF TOP SLAB TO MATCH SIDEWALK FINISH AND SLOPE. 9. MAINT/>JN 1-1 /2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. IQ.IF REQUIRED BY LOCAL AGENCY, EXTEND TOP SLAB STEEL REINFORCEMENT 12" INTO ADJACENT SIDEWAUK. 11. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY "0" SYMBOL. rr Revision By Approved Dote RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORI INAL Kercheval 12 75 Edited T.R. T. Regello 10/15 3 '24 '2022 Ed ited M.W "· Widelski 10/18 CURB INLET -TYPE A Chairperson R.C.E. 52241 Dote Reviewed RP S. Engedo 03/22 DRAWlNG D-01 NUMBER CURB INLET TYPE A-1 7 DATE INITIAL REVISION DESCRIPTION 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5699 ENGINEER OF WORK 14" CAST IRON DRAIN INLET (SMITH OR EQUAL) 0 --------4 r\'.:: 1: '.·)CAI 6" MIN A L -~- PLAN SKEWED CONNECTION z " ;,. 6\ t>, z " ~ ' © A L -+- ~6" MIN PLAN . _ I ~-~......,.....,., . . .. .. _'. : ...... ·.-.. -... 1../----.:,>+:.....:C=t~SEE D-61 FOR ROUNDED PIPE ENDS 4:· ~ • ·-~- . ·< ·._., .. • ... ... SECTION A-A SECTION B-B NOTES I. THE END OF THE CONNECTING PIPE SHALL NOT PROJECT INTO THE WATERWAY OF THE LARGER PIPE. 2. THE LARGER PIPE SHALL NOT BE LESS THAN 24" ID. 3. THE OD OF THE SMALLER PIPE SHALL NOT BE MORE THAN 2/3 THE SIZE OF THE ID OF TH E LARGER PIPE. 4. CONCRETE SHALL BE 470-C-2000. Revision By Approved Dote SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL Kercheval 12 75 LEGEND ON PLANS RECOf.lMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Edited T.R. T. Regello 10/15 3 '2,f, '2022 Edited Reviewed M.W M. Widelski 10/18 RP S. Engedo 03/22 CONCRETE LUG Chairperson R.C.E. 52241 Dote DRAWING NUMBER D-63 STORM DRAIN CONCRETE LUG CONNECTION 8 k J 11 p ' 1:-<:='. ----- w ,.: I i---7 \. _/ OF (' h R·LC'B :: [1 I -'--·' - 1 \__,.;_i_ \. ,f_J _J_l_ ; ENGINEERING DEPARTMENT . GRADING PLANS FOR: GR 2023-0022 DETAILS SHEETS 0~ d APPROVED: JASON S. GELDERT r.,... e,..,.,,,«1< .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE C-----D_A_TE __ IN_I_TI_AL-----j_D_AT_E_~IN_IT_IAL___, .I R~Wl~~□D-~BYY_·.: ___ ~I .I ___ P_R_O_JE_C_T_N_0_. __ ~11 DRAWING NO. OTHER APPROVAL CITY APPROVAL _ . _ .. RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4A 24" NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. PLACE EXPANSION JOINTS AT CURB RETURNS ADJACENT TO STRUCTURES AND AT NOGREATER THAN 45' INTERVALS. 3. PLACE WEAKENED PLANE JOINTS AT 15' INTERVALS FROM POINT OF CURB RETURN. 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 \_EXISTING SIDEWALK LANDING SEE NOTE 2 EXISTlNG SIDEWALK D-1 6" MONOLITHIC CURB--~ 4' MIN . . . , . . . , LANDING SEE NOTE 2 NOTES 6" MONOLITHIC CURB TRUNCATED DOMES SEE RED G-30 D-3 SEE RSD C-32A, DETAIL 8--~ ~ A L L SECTION A-A ~E STANDARD DRA\l!NG G-32A FOR GENERAL NOTES. 6" MONOLITHIC CURB 4, __Mlli_1 \_ EXISllNG SIDEWALK\ LANDING SEE NOTE 2 TRUNCATED DOMES SEE RSD G-30 D-2 6" MONOLITHIC CURB TRUNCATED DOMES SEE RSD G-30 LANDING SEE NOTE 2 D-4 4'-0" MIN LANDING EXISTING SIDEWALK 2. IF THE ONLY CONNECTING SIDEWALK RUNS PARALLEL TO THE RAMP RUN, LANDING MAX SLOPE IS 5%. IF THERE'S A CONNECTING PERPENDICULAR SIDEWALK, LANDING MAX SLOPE IS 2% All AROUND. 3. FLARES MUST HAVE 10% MAX SLOPE OR 15' MAX LENGTH. Revision B A roved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOl.4t.lENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL PARKINSON 02/95 UPDATE K.EQUIPADO 12/22 3.'.N.'2022 CURB RAMP -TYPE D Chairperson R.C.E. 52241-Date DRAl'!NG NUMBER CURB RAMP TYPE D-4 9 2-#4 BARS 1 1 /4 BARS - -T- X PLACED DIAGONALLY~-----.._,, A y ,,-;2r--. L D2 1/ PLAN TYPE PIPE DIAMETER (D 1) X y z (SEE NOTE 8) (Max) A4 UP TO 39" 4' 4' 6' A5 42" TO 48" 5' 4' 6' 51" TO 60" 6" 4' 6' A7 63" TO 66" 7' 4' 7' B' 4' B' BEND DOWN - --, 15" (TYP) 2" I ~='=='==="'tJ===;=~---SEE M-3 FOR MANHOLE "'" FRAME AND COVER G-31 ' "'___/ I h -•, v --e-,/~ SEE D-11A FOR STEP DETAILS 3' v D~GONAL BARS • '-----'"----,,alJ-1,----I ,,.------4-#4 AROUND PIPE 2-#4 BARS /SEE Ng~~/IPE ENDS, • V~!OPTIONAL CONSTRUCTION JOINT X .,.. -;e; 6" MIN ABOVE INVERT 1 /_.-':,_~ V ~ LOPE FLOOR 12·1 vv TOWARDS OUTLET ELEV S'10WN I,, 02 /// /v ON PLANS ~ =<t==::"F-J~f.:X,i'_ / ( L D 1 • / , , 7 "~ - -~ /j 1/ -~-~ I 3D D LAP (TYP) I ~Tl~--x--~T~ SECTION A-A NOTES I. SEE D-11A AND D-118 FOR ADDITIONAL NOTES AND DETAILS. 2. CONCRETE BASE S'1ALL BE 560-C-3250. LEGEND ON PLANS ==@== 3. ALL PRECAST COMPONENTS Sf-lALL BE REINFORCED WITH 1/4" DIAMETER STEEL, WOUND SPIRAU.Y ON 4' CENTERS. 4. All JOINTS SHALL BE SET IN CLASS C MORTAR. 5. MAINTAIN 1-1/2'' CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 6. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A 1/2" RADIUS. 7. MANHOLE COVER TO BE MARKED "STORM DRAIN". 8. MODIFICATIONS TO "y" DIMENSION IS REQUIRED IF PIPE (D2J EXCEEDS 39". 9. IF CONSTRUCTED ADJACENT TO SIDEWALK, TOP OF MANHOLE AND SLAB TO MATCH SIDEWALK SLOPE AND FINISH. Re_.ision By Approved ORIGINAL Kercheval -'::dited T. Stanton '::diled S.S T, Regello '::diled T.R T Regella Edited MW M. Widelski Date SAN DIEGO REGIONAL STANDARD DRAWING 12/75 02/09 03/11 STORM DRAIN CLEANOUT -TYPE A 10/15 10/18 RECOOMENDED BY n-tE SAN DIEGO REGIONAL STANDARDS COMMITlEE ' "r I ) t0,/25/,?0t8 Cha:r-'Jerson R.C E 79246 Oate DRAWING NUMBER D-09 STORM DRAIN CLEANOUT MANHOLE , " 13 l.:JT TO CC/1[ \.. ,J #4 @ 6° QC both ways continuous k. Anchor ':.., #4 @ 3" oc-~---,::;::;;-----;;;;--'1,-------_j_------!t±tt==l-:c;::::j L :I ::; ... t ;-+++-+-+-+-r's ~r;.] •~J~ 6" Dimensions shown on plans PLAN 4" B See Anchor -1 ~ #4 @ 3• QC I Detail Moy be • 2.. ! Manhole frame and cover, see M-2 open j ----11-4" min I channel~ 1 #4 @ 3" OC total 4 "FF="'=i=P'ol: #4@ 6" DC both ways 3H X 3" Construction joint continuous ~ -r---,-....,.......... "'T""""""T ............. ....,.......... ....,.......... ....,......... Elev shown on plans 1/4":I' Slope- SECTION A-A !+-+-Curb line Elev shown on plans -;i \_ T m Remove existing curb and gutter and construct gutter monolithic with curb outlet 3"~11~ . N '- I -e ;.,,"-Full Weld 3 is{lTI~. #5 Bar 10· ANCHOR DETAIL SECTION 8- 8 NOTES 1. Concrete shall be 560-C-3250. 2. D=inside diameter of pipe or depth of channel. 3. Section to be sloped laterally with top conforming to the grades of the existing sidewalk ond curb. 4. Manhole frame and cover may be deleted with open channel. 5. Trowel finish top suriace and reproduce markings of existing sidewalk and curb. 6. Trowel finish floor of outlet. 7. Provide 1/4H tooled groove in top slob in line with back of curb. ~" ~ \'2-1/2" X 2" X 1/4" x 4' golvonized steel angle LEGEND ON PLANS ===9 Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMl,UTTEE ORIGINAL Kercheval 2 75 Add Metric T .St □nton 03 03 IJLJ,'1-1,(U<,-C~ 7fZ6fZOIZ Reformolle T.Stonton 04/06 CURB OUTLET -TYPE A Revised T.Stonton 11 /08 Edited S.S. T. Regello 3/11 DRAWING NUMBER MODIFIED CURB OUTLET TYPE A® ~/4'' CHAMFER ( ---......--..._______ " I ---t-+ I I! I ']---t I -t-+ I t---1-1E9D ") I_ I t---1 1(91 I 1E_9)rl_ ' I I~ rr w 1 1~~=rl I l~~=r, I . . -....:: :::;--' ' ' I I I ' ' I I I I I I I I , I I. --1 I-½ (I' MIN) I L ro L FRONT ELEVATION FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL ~ 9" ROUNDED PIPE ENDS, 11 ~ 6 SEE D-61 --------I I 7 1/2" 7 1/2" {· I ~~i~L~N~NEL~~~~----~ -""1 ~---r SECTION. SINGLE & DOUBLE HEADWALLS SINGLE DOUBLE D H rp~lt.\\s1 ,, L rp~ll.\\s1 . ,, L 1C.Y.1 IC.Y.) 12" 2'-8" 5" 35 0.60 8' 5D 0.94 15" 2'-11" 6' 40 0.75 9'-6" 60 1.17 18" J'-2" 7' 50 0.91 10'-6" 75 1.35 21" 3'-5" 7'-6" 60 1.02 11'-6" 90 1.52 24" 3'-8" 8'-6" 75 1.20 12'-6" 100 1.72 27" J'-11" 91-611 85 1.39 14' 115 2.DD 30" 4'-2" ID' 85 1.52 15' 126 2.21 33" 4'-5" 11' 100 1.73 16' 130 2.42 36" 4'-8" 12' 105 1.95 17' 145 2.65 39• 4'-11" 12'-6" 130 2.09 18' 17D 2.B8 42" 5'-2" 13'-6" 140 2.34 19' 185 3.13 45" 5'-5" 14'-6" 150 2.60 20' 195 3.38 4B" 5'-8" 15' 160 2.75 21' 200 3.64 51" 5'-11" 16' 180 3.03 22'-6" 225 4.02 54" 6'-2" 17' 190 3.31 23'-6" 24D 4.3D NOTES 1. CONCRETE SHALL BE 56D-C-325D. D-25 2. ALL REINFORCING SHALL BE #4 BARS. ALL VERTICAL LEGEND ON PLANS AND HORIZONTAL TIE BARS @ 18" MAXIMUM SPACING. -----={] 3. EXPOSED CORNERS SHALL BE 3/4" CHAMFERED. ----- Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 Edited T. Stcnton 02/09 , ) 1()/.?5/2()18 //y , Edited S.S. T. Regello 03/11 STRAIGHT HEADWALL -TYPE A Chcir;fl'ersan R.C.E 19246 Ca\e Edited T.R T. Regella 10/15 [CIRCULAR PIPE] DRA"'1NG D-30 Edited M.W M. Widelski 10/18 NUMBER CONCRETE HEADWALL ll=T TC ,UL[ 14 DRIVEWAY WID TH TAPERED DOWN CURB FACE UNLESS JOINING ONS ITE CURB "--.;=,,.,-rt----,1---"1 (24' MINIMUM)* I ! I Io· (TYP) - -- - - -.Bl.'!! ----r--,--71-----~::==:=:-:==::-:;::----- --L I • 2: I TRANSITION ,' ;,_ ,~~'IIE1KENED.f}ANE_/01N( ' - ~ ~~ • l.;.c.-.---~ Y, _ 1 ~ ~ ,:l ] ".<GLJTTER·UNE ".-.,., ·_"'•I __ ~~-"_!_-~~~-I.· SIDEWALK WIDTH VARIES 4' MIN 1/2" RAD;LIS 1 I I /2" •• _[ 1• ABOVE GUTTER , , ,-,- - ' .. 1.5' °' ww f--z f---=,~ '-' ~ TYPICAL PLAN SEE NOTE 4 (TYP) 10· TYP VARIES 4' MIN "' SEE NOTE 5 ,-..__ I°' -sLOPE PER PLAN -2% MAX _.g.67% MA: ,, "'•,:1 . . • 7" MIN SEE NOTE 7 . ·1·\•.~··· 1/2' R CENTERLINE CROSS-SECTION 1. ' OR AS REQUIRED BY THE AGENCY. 2. • = ELEVATION SHOWN ON PLANS (TOP OF CURB, AND GUTTER ELEVATION) 3. ALL CONCRETE SHALL BE 560-C-3250 4. TRANSITION FROM FULL HEIGHT CURB TO NO CURB. 6FT TRANSITION FOR 5FT WIDE SIDEWALK AND 8FT TRANSITION FOR 6FT WIDE SIDEWALK. 5. PAVEMENT STRUCTURAL SECTION SHALL BE SHOWN ON PLANS. 6. SEE G-2 AND G-10 FOR CURB AND JOINT DETAILS. 7. BASE MATERIAL AS SHOWN ON PLANS. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED 8Y THE SAN DIEGO REGIONAL STANDARDS COl.lt.llTTEE NEW MR MR/CV 09/11 UPDATED CV CV 12/15 Reviewed RP S. Enged □ 3/22 CONCRETE DRIVEWAY (ALLEY TYPEI ~ ~3212022 Chairperson R.C.E. 52241 D □le DRAWING NUMBER CONCRETE DRIVEWAY 11 w "' J m "' ~ 6" 0 1.5% -- .·• ..-.. -•, I • ,_...,-----..--~\ _.....--2" WEAKENED 12" R_J.. ::::--"""" - / \ 1 PLANE JOINT / \ \~J 1"R \ '-~ ---~ ---.. \ . ---~ -.----.--\ .----" I - ---- G-14E ccw <("' >-~~ WW wI E5t=.i IW "'!;c ~o ~ -w □ oz /:iz • $ O!O -I _., "' I . I ~ I " . ------- l--------- ~ - w 6" CONCRETE CURB AND GUTTER II TC s:11:: ~,e Ceill~ CCIIWITIL ~ 6 ~(G\~(G\ DATE INITIAL 15 REVISION DESCRIPTION 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5699 ENGINEER OF WORK MONOLITHIC CURB IF SPECIFlED OR REQUIRED TRANSmON AREA <It,<') .· tl' it OF RETURN ~ ~ ✓ , *"" rA ~ • : • ~.J:;:====:::':11::===q====::L----\ . ' •. \ I • ' ' . • . I • ; 1, ·. . / . I ~•-/, .;i • I ) ;;; .. ii!ii° /' .~., , I FACE OF CURB LIP OF GUffiR SEE TYPE A CURB --/P'{I-V'r,----SSIDEWALK --~~-~,'-------R/W SEE TYPE B Z 4'-0" Z l_A PLAN-TYPE A MONOLITHIC CURB IF SPECIFIED OR REQUIRED il FACE OF CURB 4' MIN z 4'-0" z l_.A R W TRANSITION AREA LIP (TOE) OF GUffiR PLAN -TYPE B ELEVATION ~!:,r *4' MIN 60 ~ I I LANDING I i\UffiR FLOW LINE - I ,, .. SEE NOTE 4 4" THICK MIN NOTES: I. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. 2. FOR TRUNCATED DOMES DET.'JLS, SEE STANDARD DRAWING G-30. 3. Z SIDE SLOPES SHALL BE 1:10 OR 15' MAX. 4. LANDING CROSS SLOPE SHAlL BE 2.0% MAX IN BOTH DIRECTIONS. 8.33% MAX SECTION A-A 5% MAXIMUM GUTTER APRON SLOPE AT RAMP OPENING SEE DET.'Jl B STANDARD DRAWING G-32A 5. *LANDING MAY BE REDUCED TO 3' ~IN IF INFEASIBLE BUTZ SIDE SLOPES SHALL BE 1:12 MAX OR 15' MAX. Revision By Approved Date ORIGINAL BAHMANIAN 04 86 UPDATE K.EQUIPADO 12/22 SAN DIEGO REGIONAL STANDARD DRAWING CURB RAMP -TYPES A AND B (NEW CONSTRUCTIONI CURB RAMP TYPE A p ' 12 ,-: Il"l\ .. / I • '---·· - 1 RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMIITTE Chairpersan R.C.E. 52241 Date DRAWING NUMBER G-27 k J 11 OF (' h R·LC'B :: [1 \,__,.;_i_ \_ ,r_J .i'i. ., I SH:~T I ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 DETAILS SHEETS 0~ d APPROVED: JASON S. GELDERT r.,,.. e,...,.,. « Pc .. ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE C---D_A_TE __ IN_I_TI_AL---j_D_AT_E_~IN_IT_IAL___, .I R~Wl':i_~□D-~BYY_·.' ___ ~l ,I ___ P_R_O_JE_C_T_N_0_. __ ~11 DRAWING NO. OTHER APPROVAL CITY APPROVAL _ . _ .. RUHNAUCLARKE.COM 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5899 REVISION DESCRIPTION CITY APPROVAL INITIALDATE ENGINEER OF WORK INITIALDATE ENGINEERING DEPARTMENT DRAWING NO.PROJECT NO.RVWD BY: APPROVED: SHEETSSHEET DATE INITIAL OTHER APPROVAL CHKD BY: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE GRADING PLANS FOR: GR AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION 2023-0022 PD2023-0013 543-4A 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 VARIES 10" MIN. EXI STING 2:1 SLO PE 24"12" 4" 12" NO INFILTRATION STONE STORAGE LAYER THICKNESS = 12" ENGINEERED SOIL MEDIUM THICKNESS = 18" PONDING DEPTH = 6" FILTER COURSE LAYER = 3" WASHED SAND OVER3" ASTM No. 8 CHOKING STONE 6" PERFORATEDUNDERDRAIN 40 MIL PLASTICIMPERMEABLELINER 10" 3" AGGREGATE BELOWUNDERDRAIN OUTLET PIPE SIZE AND IE PER PLAN 6" 12" MIN. FREEBOARD 3%-4% NEW 6" CONCRETE CURB EARTHENDRAINAGESWALE 6' 2" MIN. 15" NEW 6" CONCRETE CURB & GUTTER 3:1 MAX BASIN SIDE SLOPES 1:1 MA X *MODIFIED OPENING RECTANGULAR 36" X9" 18" ENGINEERED BIOFILTRATION SOIL MEDIA WITH AN INITIAL INFILTRATIONRATE OF 8-12"/HR. SOIL MIX TO CONSIST OF APPROXIMATELY 60% TO 80%BY VOLUME SAND, UP TO 20% BY VOLUME TOPSOIL, AND UP TO 20% BY VOLUME COMPOST. SEE APPENDIX F.2 "BIOFILTRATION SOIL MEDIA COMPOSITION, TESTING, AND INSTALLATION" IN THE CITY OF CARLSBAD BMP DESIGN MANUAL DATED JANUARY 2023. PLACE IN 6"-12" MAX. LIFTS, LIGHTLY WATER SOIL TO COMPACT. ALLOW TIME FOR SETTLEMENT PRIOR TO PLANTING. END CAP W / LOW FLOW ORIFICE DIA = 1" RIM ELEV.=151.21 OVERFLOW CATCH BASIN MODIFIED TYPE F (OPENING TO BE RECTANGULAR: 36"X9" ONE SIDE ONLY) 6" HMP WSE = 150.54 1.29' 12" MIN. CLASS 2PERMEABLEROCK PER CALTRANS SPEC 68-2.02F(3) NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. PLACE EXPANSION JOINTS AT CURB RETURNS ADJACENT TO STRUCTURES AND AT NO GREATER THAN 45' INTERVALS. 3. PLACE WEAKENED PLANE JOINTS AT 15' INTERVALS FROM POINT OF CURB RETURN. ADJACENT ASPHALT OR CONCRETEWHERE IT OCCURS 6" 15 " FLUSH (0"CURB)FLUSH (0"CURB) *MODIFIED* CONCRETE SHALL BE 520-C-2500. 40 MIL PLASTIC IMPERMEABLE LINER 40 MIL PLASTIC IMPERMEABLE LINER 1: 1 M A X 3" MULCH 2-2" DIA. OPENING F.G. = 149.25 2:1 SL O PE FOOTINGPERSTRUCTURAL 6'TYPE A CURB INLET2.25'6" PVC STORM DRAIN WALL PER STRUCTURAL 3.25' MAX. WALL FOUNDATION DRAIN CONNECTS TO STORM DRAIN 6" PVC STORMDRAIN CONNECTION TO BACK OFCURB INLET 6" MIN. NO INFILTRATION STONE STORAGE LAYER THICKNESS = 12" ENGINEERED SOIL MEDIUM THICKNESS = 18" PONDING DEPTH = 9" FILTER COURSE LAYER =3" WASHED SAND OVER3" ASTM No. 8 CHOKING STONE 6" PERFORATEDUNDERDRAIN 40 MILPLASTICIMPERMEABLELINER 15" 3" AGGREGATE BELOWUNDERDRAIN OUTLET PIPE SIZE AND IE PER PLAN 6" 12" MIN. FREEBOARD 1:1 MA X 18" ENGINEERED BIOFILTRATION SOIL MEDIA WITH AN INITIAL INFILTRATION RATE OF 8-12"/HR. SOIL MIX TO CONSIST OF APPROXIMATELY 60% TO 80% BY VOLUME SAND, UP TO 20% BY VOLUME TOPSOIL, AND UP TO 20% BY VOLUME COMPOST. SEE APPENDIX F.2 "BIOFILTRATION SOIL MEDIA COMPOSITION, TESTING, AND INSTALLATION" IN THE CITY OF CARLSBADBMP DESIGN MANUAL DATED JANUARY 2023. PLACE IN 6"-12" MAX. LIFTS, LIGHTLY WATER SOIL TO COMPACT. ALLOW TIME FOR SETTLEMENT PRIOR TO PLANTING. END CAP W / LOW FLOW ORIFICE DIA = 2.5" RIM ELEV.=143.38OVERFLOW CATCH BASIN MODIFIED TYPE F (OPENING TO BE RECTANGULAR: 36"X9" (ONE SIDE ONLY) 9" HMP WSE = 143.10 2.1' 12" MIN. CLASS 2 PERMEABLE ROCK PER CALTRANS SPEC 68-2.02F(3) 40 MILPLASTICIMPERMEABLELINER 40 MIL PLASTIC IMPERMEABLE LINER 1: 1 M A X 3" MULCH 1.5" DIA OPENING F.G. = 141.00 3 :1 RIM ELEV.=144.83TYPE B CURB INLET: 10' OPENING (EMERGENCY OVERFLOW) 144.00 FL WEIR BOTTOM 2:1 3:1 2:1 3:1 MAX BASIN SIDE SLOPES 100YR WSE = 143.65 100 YR WSE = 150.65 13.5" 13.5"10" 9" H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 SD SD SD SD S D S D SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD S S S S S S SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S W W W W W W W W W W W W W W W W W W W W W S S S S S S S S W W W W W W W W W W W W W W SD SD SD SD SD W G G SDSDSD S DSSSSSSSSS S D S D S S S S SD SDSDSDSDSD SD SD S D S D S S S S S S S S S S SD SD SD W SD SD SD W W W W W SD S S S SD AMB ROSIA LA NE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D SD SD SD SD S D S D SD SD S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD AMB ROSIA LA NE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD S D CO M M CO M M CO M M COM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM C O MMCOMMCOMM COMM CO M M COMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E IRR IRR IRR IR R IR R IRR IRR IRR IR R IRR IRR IRR IRR IRR IRR IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R IRR IR R IR R IRR IR R IR R IR R IR R IR R IRR IRR IRR IR R IR R IR R IRR IR R IR R IRR IRR IR R IR R IRR IR R IRR IRR IRR IR R IRR IRR IRR IR R IR R IR R IRR IRRIRR IRR IRRIRRIRRIRR IRRIRR IRR IR R IRR IRR IRR IRR IRR IR R IR R IR R IRR IRR IR R IR R IR R IR R IR R IR R IRR IRR IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IRR IR R IRR IRR IRR IR R IR R IRR IR R IRR IR R G G G G G G E E E E COM M COMM COMM COMM COMM COMM COMM G G E E E E E E E E COMM COM M CO M M CO M M CO M M E E E E E E E COM M CO M M CO M M CO M M CO M M COM M COM M CO M ME E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMM COMM COMM COMM CO M M C OM M COMM COMM CO M M COMM C O M M COMM COMM COMM CO MM COMM E E E E E E E E E C O M M E E E E E E E E E E COMM C OMM CO M M CO M M CO M M C O M M COMM E E E E ECO M M CO M M CO M M CO M M E E G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E ECOMMCOMMCOMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E E C O M M CO M M E E E E E E E E E E E E E IRR IR R IR R IR R IR R IRR IR R IR R IRR IRR IRR IRR IRR E E EEEEE G G G G G G G G G G G G G G G G G G G G G G E E E E E EEE E IRR IRR IRR IRR IRR IRR IRR IRR IRRIRR IRRIRRIRRIRRIRR CO MM CO M M COM M C O M M COMM COMM C OMM CO M M CO M M CO M M COM M E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G COM M COM M COM M COM M COM M COM M COMM COMM COMM COM M CO M M E E E E E E E E E EEEEE COMM CO M M COM M CO M M G G G G G G G G G G G G G G G E E E E G G G G G G G G G G G G CO M M CO M M E E E G G G G G G G G G E E E E E E E E E G G G G G G G S D SD SD SD SD W W W W W W W W W W W W S S SD SD SD SD SD SD SD SD SD SD SD EXISTING MPR / KITCHEN BLDG. AVIAR A PKWY . AMB ROSIA LA NE EXISTINGBLDG 300FF=153.50 PROPOSEDBLDG 800 EXISTING BLDG500 EXISTINGBLDG 700 EXISTING ADMIN.BLDG. EXISTING LOUNGEBLDG. EXISTING LIBRARY BLDG. EXISTINGBLDG 400aFF=158.20 EXISTINGBLDG400a EXISTINGBLDG600 PROPERTY LINE PROPERTY LINE PROPERTY LINE FUTUREBLDG FUTURE BLDG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2526 27 28 29 30 31 32 33 34 35 3637 38 39 40 41 4243 4445 46 47 48 49 50 5152 53 54 55 5657 58 59 60 61 62 63 64 65 66 67 6869 70 71 72 73 74 7576 77 78 79 80 8182 83 84 85 86 87 8889 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141142 143 144 145 146147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162163164165166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187188 189 190 191192 193 194 195 196 197 198 199 200 201 202 203 204205206207 208 209 210 211 212 213 214 215216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246247 248249 250 251252 253254255 256 257 258 259 260 261 262 263 264 265 266 267 268 269270 271 272 273 274275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294295 296 297 298 299 300 301 302 303 304 305306 307 308309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326327 328 329330 331332 333 334 335 336 337 338 339 340 341 342343344345 346 347 348 349 350 351352 353 354 355 356357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374375376377 378 379 380 381 382 383 384 385 386 387 388 389390 391 392 393 394 RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4A4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 --,, / \ I ' ,, 1'llo... T /; \. JL ~/ I ,, '._, ! GRAPIIIC iJ ~ ( II\ INCH ef:f/'I ) = 40 FT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL I k J 11 lA I SHEETS GRADING PLANS FOR: GR 2023-0022 APPROVED: HORIZONTAL CONTROL PLAN DERT [~l~~~t;NAGER I RVWD BY: CHKD BY: 11 RCE 63912 PROJECT NO, JASON S, GEL DATE EXP,9/30/24 11 DRAWING NO, I Point Table Point # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Raw Description Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Northing 5122.6842 5110.8297 5110.1439 5094.2780 5078.4097 5055.5260 5040.5268 5025.9914 5016.3496 5008.7963 4952.1154 4906.1154 4812.9630 4801.2568 4768.4385 5137.0636 5123.4173 5056.8650 5025.9050 5008.7963 5083.7963 5083.7963 5078.7963 5046.7963 5041.7963 5041.7963 5079.6563 5054.4570 5025.9050 5011.7963 5014.7963 5014.7963 5008.7963 5008.7963 4999.7963 4993.7963 4993.7963 4999.7963 4996.7963 4923.8706 4913.0463 4913.0463 4908.0463 4864.5747 4863.1846 4921.5659 5083.7963 5077.7963 5083.7963 5077.7963 5077.7963 5077.7963 5014.7963 5014.7963 5008.7963 5014.7963 5014.7963 5008.7963 4999.7963 4993.7963 4999.7963 4993.7963 4993.7963 4993.7963 5057.5463 Easting 5138.0366 5149.4191 5202.9886 5227.6714 5252.4987 5245.5903 5230.4346 5230.4346 5233.9439 5240.4346 5240.4346 5240.4346 5240.4346 5233.6760 5239.3860 5108.0810 5103.7373 5092.1171 5089.4346 5089.4346 5115.2338 5118.4346 5123.4346 5123.4346 5118.4346 5105.4346 5110.3083 5105.9085 5103.4346 5103.4346 5105.4346 5120.4346 5120.4346 5106.4346 5120.4346 5120.4346 5105.4346 5106.4346 5103.4346 5105.4346 5105.7640 5118.4346 5123.4346 5123.4346 5117.7761 5103.4346 5146.4346 5146.4346 5183.4346 5183.4346 5168.4346 5161.4346 5168.4346 5183.4346 5183.4346 5161.4346 5146.4346 5146.4346 5183.4346 5183.4346 5146.4346 5146.4346 5161.4346 5168.4346 5208.4346 Point Table Point # 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 Raw Description Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Northing 5057.5463 5009.7963 5009.7963 4998.7963 4998.7963 4858.7963 4858.7963 4847.4941 4827.7963 4827.7963 4826.1901 4801.9838 4795.0529 4789.8747 4786.3940 4828.7963 4828.7963 4921.5659 4829.1412 4799.4740 4679.9888 4641.9431 4592.2902 4589.8085 4711.3365 4682.5810 4647.9456 4637.7713 4637.7713 4640.4528 4643.9642 4644.6596 4640.9195 4639.6342 4628.5666 4625.7472 4625.6158 4650.3290 4565.5371 4586.9447 4601.7713 4601.7713 4593.7421 4579.9979 4527.4492 4545.6517 4546.9753 4527.4492 4542.9309 4548.8080 4628.8954 4636.7825 4608.7438 4605.2489 4604.1400 4599.6901 4588.6324 4588.6141 4598.7015 4588.1467 4580.0672 4573.1390 4570.6934 4572.5144 4587.6158 Easting 5210.4346 5208.4346 5210.4346 5208.4346 5210.4346 5161.4346 5148.4346 5145.4263 5168.4346 5181.1519 5184.8237 5207.6431 5210.4346 5210.4346 5201.8451 5210.4346 5208.4346 5089.4346 5124.2791 5150.9672 5272.3693 5343.3919 5362.3682 5348.0127 5300.3214 5354.0013 5399.6426 5417.3521 5443.1658 5453.3025 5459.4749 5462.7087 5502.5335 5505.5813 5527.1184 5557.1396 5585.9213 5613.7277 5397.7322 5407.1301 5431.8376 5445.0348 5453.0347 5452.9845 5543.2382 5542.8595 5547.8356 5663.6094 5654.0937 5656.5737 5657.9051 5657.9051 5486.8627 5489.2782 5535.8841 5548.6771 5517.8175 5522.8175 5540.4378 5558.5660 5544.4530 5544.4277 5548.6281 5555.4740 5564.2046 Point Table Point # 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 Raw Description Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb Face of Curb SD POC SD CO SD CO SD BOX SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET Northing 4587.6158 4591.7094 4591.7094 4595.6158 4591.7094 4595.6158 4591.7094 4587.6158 4587.6158 4595.6158 4568.1479 4573.9726 4640.8947 4640.8947 4687.7907 4697.7907 4697.7907 4687.7907 4713.7057 4731.3754 4729.5197 5110.7951 5035.2256 5032.2654 5034.7673 5034.0938 4982.6668 4982.6668 4982.6668 4982.6668 4982.6668 4957.0937 4957.0937 4957.0937 4957.0937 4957.0937 4926.9614 4926.9614 4925.6042 4925.6199 4858.8142 5046.4203 5046.4203 5013.0604 4996.6915 4996.6915 4996.8617 5010.6576 4960.6835 4901.0235 4771.1055 4781.8384 4774.6068 4782.9978 4786.3381 4707.4194 4662.4869 4657.8912 4815.1053 4764.7155 4716.5385 4722.2380 4682.2059 4697.7586 4736.5808 Easting 5574.3927 5576.7561 5587.1484 5587.1484 5596.1484 5596.1484 5607.3556 5604.9922 5646.1765 5638.8235 5642.9349 5638.2996 5633.9213 5645.9213 5645.9213 5645.9213 5633.9213 5633.9213 5633.9753 5640.5641 5645.9213 5152.4817 5236.9980 5240.4621 5230.4346 5241.8528 5253.9336 5283.7584 5310.0670 5341.4377 5381.4377 5375.6770 5349.5091 5315.4084 5296.9806 5271.4625 5271.4625 5296.9806 5361.3894 5374.1703 5310.6439 5121.6279 5166.8285 5184.4232 5184.4232 5160.6726 5121.6378 5088.0846 5081.7837 5083.1814 5167.0504 5167.4267 5174.3335 5231.2166 5206.2092 5206.1726 5295.7416 5303.4798 5250.7217 5278.3264 5318.5206 5301.0556 5377.4064 5401.0604 5401.4034 Point Table Point # 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 Raw Description SD INLET SD INLET SD INLET SD CO SD CO SD CO SD CO SD CO SD CO SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD CO SD CO SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD HEADWALL SD HEADWALL SD CO SD ANGLE Northing 4771.5776 4801.6271 4801.1795 4925.6027 4848.6155 4756.5465 4664.8103 4698.6142 4859.5986 4859.6001 4859.5986 4859.6001 4863.7488 4562.6282 4572.6330 4617.1090 4525.6385 4525.2197 4517.5142 4639.5648 4639.5648 4914.9163 4894.8737 4871.6855 4855.1437 4914.3671 4913.8685 4913.2179 4902.2088 4902.2088 4868.9341 4848.3899 4969.3256 4969.3256 4972.9057 4969.3256 4939.8954 4929.5237 4879.0359 4878.7051 4859.4683 4690.2209 4699.2168 4690.2209 4690.2209 4690.2209 4690.2409 4690.2430 4735.3987 4755.8199 4772.4395 4779.4539 4764.7365 4764.7365 4804.0250 4642.4782 4634.8944 4634.8944 4634.8944 4634.8944 4640.5758 4606.6039 4618.5777 4614.2709 4844.8346 Easting 5401.7364 5429.7120 5459.6296 5381.4377 5381.4377 5381.4377 5410.8175 5323.9353 5232.9378 5207.6882 5167.2048 5160.6923 5120.4561 5450.4677 5424.7358 5359.2111 5678.2126 5671.7992 5679.6494 5624.2912 5556.3212 5422.3778 5414.0759 5414.0759 5424.4648 5455.7796 5483.5480 5517.7305 5544.3188 5561.3304 5577.5935 5556.5214 5632.0515 5672.0712 5732.3495 5778.8535 5787.9601 5816.2453 5815.3050 5825.8769 5825.0469 5675.7915 5635.6021 5705.7915 5735.7915 5765.7915 5795.0824 5816.8583 5816.8583 5816.8667 5821.2123 5789.3933 5764.5550 5688.2379 5789.3794 5816.8583 5805.9647 5759.1992 5719.1992 5663.2945 5635.3394 5705.7909 5793.0352 5811.3736 5276.8941 Point Table Point # 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 Raw Description FH SD INLET EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER EDGE OF PLANTER BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK BACK OF WALK SD INLET SD INLET BACK OF WALK EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING EDGE OF PAVING Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Northing 4636.4297 4635.9459 4966.1154 4966.1154 4966.1154 4966.1154 4966.1154 4924.6749 4936.1154 4936.1154 4936.1154 4936.1154 4917.1535 4936.1154 4936.1154 4875.8641 4869.8641 4797.7568 4773.4264 4980.4487 5011.8901 5023.8076 5048.5332 5054.9851 5089.4595 5002.2250 5002.2776 5003.5696 4992.0304 5003.2168 5001.4641 4991.5578 4884.2050 4878.4966 4879.0743 4868.2932 4877.7023 4870.4526 4854.9139 4883.4802 4889.4932 4954.4278 4976.8007 4965.1907 4974.7631 4975.9248 4969.3464 4970.8098 4976.0687 4961.3247 4886.3777 4763.1992 4763.1992 4713.9400 4991.1818 5001.2523 4928.6349 4951.9768 4928.6349 4951.9768 4915.4108 4912.0746 4884.7481 4877.0051 4867.0051 Easting 5577.0691 5584.9605 5262.4346 5288.4346 5314.4346 5340.4346 5366.4346 5321.2849 5314.4346 5324.4346 5366.4346 5375.6530 5294.1260 5288.4346 5262.4346 5257.4346 5251.4346 5239.7382 5244.2974 5249.4346 5249.4346 5239.4346 5249.5294 5249.5294 5247.3611 5706.8681 5711.8253 5727.5054 5727.5054 5612.8143 5764.3135 5764.3135 5693.4002 5693.4002 5638.2529 5710.0244 5743.1046 5732.9216 5715.7589 5679.8840 5629.0461 5778.7367 5756.5961 5778.7367 5716.8245 5700.2124 5678.6955 5664.7722 5643.4037 5631.1628 5631.1628 5765.6001 5664.9213 5613.9767 5793.6001 5796.8249 5814.6001 5837.4160 5837.4160 5857.4160 5841.9836 5849.4160 5849.4160 5841.6730 5841.5259 Point Table Point # 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 Raw Description Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving Edge of Paving SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET SD INLET Edge of Curb Edge of Curb Edge of Curb Edge of Curb Edge of Curb Edge of Curb Edge of Curb Edge of Curb Edge of Curb Northing 4862.0051 4867.0051 4804.5489 4772.1253 4767.6562 4754.6035 4748.6213 4727.4655 4716.6857 4712.8290 4752.6801 4863.4863 4883.4863 4883.4863 4883.4863 4924.2322 4983.9756 4985.2116 4987.0227 4987.9233 4929.5010 4963.7401 4924.6045 4825.3593 4803.5627 4717.5713 4711.1690 4703.7329 4704.4027 4756.9492 4750.8983 4756.9492 4778.2302 4766.9492 4771.9492 4766.9492 4636.7825 4970.2857 4952.4611 4849.4634 4821.3545 4791.1580 4742.6451 4726.1056 4697.7444 4697.7401 4757.8914 4728.4415 4878.2388 4878.2388 4878.2388 4878.2388 4819.2825 4769.9283 4996.7349 4996.7349 4617.8658 4696.9254 4666.8918 4703.4944 4687.1247 4687.1247 4695.2792 4698.4964 4692.1622 Easting 5841.5259 5822.6001 5857.4160 5927.1805 5917.8315 5895.5884 5887.1283 5890.5276 5876.8912 5909.1093 5946.8849 5949.8341 5969.8341 6134.4937 6299.1534 6298.7345 6296.6340 6170.1963 5984.9430 5892.4160 5918.4290 5925.7067 5871.8412 5891.6114 5926.2993 5935.7614 5833.5843 5831.1960 5837.4852 5841.5259 5845.5792 5815.0879 5815.0879 5815.0879 5841.5259 5841.5259 5815.0879 5841.4783 5861.4832 5847.7982 5847.7982 5847.7982 5848.0950 5901.8296 5955.5993 6060.6420 6223.0705 6145.7262 6261.9679 6141.9679 6021.9679 5961.9679 5955.5909 5955.5993 6021.9679 6141.9679 5885.3603 5876.7447 5873.2110 5901.2606 5937.6722 5967.9017 5989.8544 6017.3217 6022.7119 Point Table Point # 391 392 393 394 Raw Description Edge of Curb SD HEADWALL SD HEADWALL SD INLET Northing 4673.3134 4696.1891 4676.7470 4675.9100 Easting 6029.9714 5888.0971 5955.4419 5968.5654 RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOLMODERNIZATION PD2023-0013 543-4A 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 DATE INITIAL REVISION DESCRIPTION 3775 TENTH STREET, RIVERSIDE CALlFORNIA 92501 {951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALlFORNIA 92010 (760) 438 5899 ENGINEER OF WORK fF~ CCI%~ CCIIWIIIL ~~ IE~@I-IED@I FE IE\, ~D B CITY C:F SHEETS ENGINEERING DEPARTMENT GRADING PLANS FOR: GR 2023-0022 HO!tlZON'l'AL CON'J'llOL FLAN APPROVED: JASON S. GELDERT r,,,.,, e,..,.,,ttP:"' ENGINEERINGMANAGER RCE 63912 EXP.9/30/24 DATE INITIAL I RVWD BY: 11 _O_T_H_E-RAP~P_R_O-VA-L--+-C-ITY-A-PP~R-0-VA-L----j LC_H_K_D_B_Y_: ___ __J DATE INITIAL DATE PROJECT NO. II DRAWING NO. I PH PH 10' 10' S D SD SD SD S D S D SD SD SD SD S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SDSDSDSD SD SD SD SD SD SD SD S D SD SD S D SD SD SD SD W W W W W W W W W W W SD SD G S D SDSDSD S D SD S D SD SD SD SD SD S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD CO M M C O M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E E E IRR IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR I R R I R R I R R I R R I RR IRR IRR IR R IR R IRR IR R IRR IRR IRR IRR IRR IRR I R RIRRIRRIRRIRR IRR IRR IRR IR R IR R IR R IRR IR R IRR IRR IR R IR R IRR IR R IRR IRR IRR IRR IRR IR R IR R G G E COMM COMM COMM G E E C OM M COMM E E E CO M M COM ME E E E EEE EE E E E E E COMM COMM CO M M C OM M COMM E E E E E E E ECOMM COMM C O M M E E COM M CO M M E G G G G G G E E E E EEECOMMCOMM E E E E E E E E E E E E E E E E E E IRR IRR IR R IR R IR R IRR EEE G G G G G G G G G G G E EE IRR IRR IRR IRR IR R IRRIRR COM M COMM COMM COMM COM M E E E E E E E E E E G G G G CO MM CO MM CO MM COMM E E E E E E COM M G G G G G G G E G G G G G COM M E G G G G E E E G G G SD (151) (150) (149) (148) (147) (146) (145) (140) (151) (150) (145) (153) (154) (155) (160) (160) (155) (154) (150) (155) (15 5 ) (15 4 ) (153) (152) (151) (15 0 ) (155) (156)(157)(158) (154) (155) (153) (154) (155) (160) (156) (150)(150) SD SD S D A V IA RA P A RK W A Y AM B R O S I A LA N E PROPERTY LINE PROPERTY LINE NON DISTURBED AREA BIOFILTRATION BMP-2, 3,000 SF BIOFILTRATION BMP-1, 6,300 SF PROPRIETARY BIOFILTRATION BMP-3, MWS-4-4-V NON DISTURBED AREA (E)BUILDING 300CLASSROOM (E)BUILDING 700CLASSROOM (E)BLDG 400CLASSROOM (E)BUILDING 500CLASSROOM (E)BUILDING 600CLASSROOM NEW BUILDING 800CLASSROOM NON DISTURBED AREA 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 444 4 4 4 4 4 4 5 5 5 5 5 5 5 5 1 2 3 5 5 ROOF DRAIN TOLANDSCAPING BIORETENTIONAREA 4 2 BMP TYPEBMP ID # SYMBOL CASQA NO.DRAWING NO.SHEET NO.(S)MAINTENANCEFREQUENCY BMP TABLE BRYAN HILL RECOMMENDATIONS AND/OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. BMP NOTES:PARTY RESPONSIBLE FOR MAINTENANCE: NAME ADDRESS PHONE NO. CONTACT PLAN PREPARED BY: NAME ADDRESS PHONE NO. CERTIFICATION COMPANY SD-11 TC-32 INSPECTION FREQUENCYQUANTITY TREATMENT CONTROL LOW IMPACT DESIGN (L.I.D.) SOURCE CONTROL 3 HYDROMODIFICATION & TREATMENT CONTROL 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 48 EA.543-4A 4-17 ANNUALLY ANNUALLY 9,300 SF. 543-4A 13, 16, 17, 21 SEMI-ANNUALLY 1 PROPRIETARYBIOFILTRATION SEMI-ANNUALLYTC-32 1 EA. 543-4A 15 STENCILS/5 SD-13DRAINS TO OCEANNO DUMPING * * 6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION. SIGNATURE QUARTERLY ANNUALLY REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THEEOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATERQUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. REV. 9/2022 AVIARA OAKS ES MODERNIZATION SINGLE SHEET BMP PLAN RCE 69339 TORY R. WALKER ENGINEERING 122 CIVIC CENTER DR. #206 VISTA, CA 92084 (760) 414-9212 CARLSBAD UNIFIED SCHOOL DIST. 6225 EL CAMINO REAL CARLSBAD, CA 92009 (760) 331-5000 DERRICK ANDERSON 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S & BLDG PLANS 543-4A 8 EA.543-4A 4-17 ANNUALLY ANNUALLYSIGNAGE 27 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 RUHNAUCLARKE.COM AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4A C-3.0 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 \ F ···-··· I lT qp·--··,{!hT [ I F:AL Fe', C"5 N ··-----E Ai 10J:· -:~ ' qp '0b i?' '0b ; ~-1/Mi ~, t rl I I I f I \)==e\}> ./7f ij i? I~ ii fl. **":.~~-,--"£17 '~::gttJ le, A 'T",-/J{{! -··=' -i. v_, -~ =:_,;: THESE DETAILS ARE REFERENCE~3 ONLY TO THE ARCHITECTURAL SET DETAILS PREPARED BY RUHNAU CLARKE ARCHITECTURE ·---------- . . ·-·-. : , -· 1 I ' 3'-0" HJGH (HAll\JlINK FENCE PER DET ... -... 1 ASDl.J SIM. I I • ' • • WATEFl.1'1R.OOFlNG "' • • MEMBRANE _________ __,• ·~ .'. • 1:iQil: USE TOOLED JOINTS CENTERED ON EACH SfDE OF FENCE POST, TYP. RODE NT BARRIER ON OUTSJDE OF FENCE, WHERE OCCURS - ADJACENT D.G, T URF, MULCH, OR AC/CONC. PAVfNG, WHERE OCCURS 1/ 4" R., TYP . ' = X o.: rlJ<l >-_, === t-,, ------------FENCE POST & 12" U.1\1.0. CONCR ETE FOOTING WM~RE: OCCURS ;--CONT. SEALER, TYP. / USE 1/ 41' TOOLED EDGE / ADJACENT TO 1/2" JOINT, / TYP. G" U.N.O. 112•-/ 1 ADJ AC ENT AC/CONC. 11-l'-l---'---'...,.,;,. / / PAVING WHERE OCCURS 3" CLR. I I \ ADJ AC ENT LANDSCAPE / / AREA WH ER.E OCCURS J CHAIN LINK FENCE POST_ FOOTING/ 9 \ ~ , ___ _,, MOW STRIP AT FENCE 1 =1: r D-1 L L/2"' CHAM FER, TYP, 12" DEEP SLE EVE 8" . IC CON[. WALL/ HANDRAIL CONCRETE WALL 'l c !-;:~ I c'. I U~'i\_ Jll/L Cil ,~::E--: ~ - HANDRAIL/ GUARDRAI L r " , B I '--.J - 2X2 REDWOOD STAKE @ 24" 0/C ArJD 3" FROM CORNERS, SPUCES OR CHANGES IN DIRECTION CHAMFER TOP EDGE. -AC PAVING EDGE DETAIL r ", l~' /\-:.:~ ll'.~IJ~'!.L Jll/,IL 11 iJ\I ;Hlll , C '--.J D-1 I - DATE INITIAL REVISION DESCRIPTION 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5699 ENGINEER OF WORK ASPHALT PAVING PER SITE PL./\N AND CIVI L DWG. C-1.3 TO C-1.15 ~ AGGREGATE BASE PER CIVI L DWGS. I PLANTTNG AREA I WHERE OCCURS ~ rl I 6" I --~--#4 REBAR TOP -f•-----f· A.ND BOTTOM -AC PAVING EDGE DETAIL , D "', l'c~: ~:~ ll'..IJk!L Lei!\_ I.'. UII S~cl '-~ - k J 11 p ' 1:-<:='. ----- GRADING PLANS FOR: SHEETS GR 2023-0022 ,\RCHITECTURAL R:CFER:CNCE DETAILS APPROVED: JASON S. GELDERT RCE 63912 EXP.9/30/24 DATE → . . . → . . . → . . . → . . . → . . . → . . . → . . . G AM B R O SIA L A N E SD SD SD SD SD SD S D S D S D S D S S S SD SD AM B R O SIA L A N E SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD S D CO M M C OM M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E G G E COMM COMM COMM G E E C OM M COM M E E E COM M COM ME E E E EEE EE E E E E E CO MM COMM CO M M COM M COMM E E E E E E E ECOMM COMM C O M M E E CO M M CO M M E G G G G G G E E E E EEECOMMCOMM E E E E E E E E E E E E E E E E E E EEE G G G G G G G G G G G E EE COM M CO MM COMM COMM COM M E E E E E E E E E E G G G G COM M COM M COM M COMM E E E E E E COM M G G G G G G G E G G G G G COM M E G G G G E E E G G G SD W W W W W SD SD S D AM B R O SIA L A N E EXISTINGBLDG. 300 (153.50 FF) EXISTING BLDG. 600(150.25 FF) EXISTINGBLDG. 700 (149.10 FF) EXIST.BLDG 400(158.20 FF) FUTURE RELO BLDG EXISTINGBLDG. 500(148.80 FF) EXISTINGBLDG. 600(150.25 FF) EXIST.BLDG400 FF=158.20 FUTURE RELOBLDG NEWBUILDING 800 CLASSROOM151.00 FF150.25 PAD RELOCATED TOILET BLDG.149.50 FF AM BR O S I A L A N E AVI AR A PKWY. A V IA R A P K W Y . 5+98.02 0+00.00 1+00.00 2+00.00 3+00.00 4+ 0 0 . 00 5+ 0 0 . 00 BP : 0 +00.00 PI: 0 +87.91 PI : 1 + 5 5 . 8 8 PI: 3+03.56 PI: 3+96.79 PI: 5+18.23 PI: 5+18.44 EP: 5+98.02 0+50.00 1+50.00 2+50.00 3+50.00 4+50.00 5+50.00 0+00.00 1+ 0 0 . 0 0 2+ 0 0 . 00 2+70.63 B P: 0+ 00 . 00 PI: 0+ 33 . 75 PI: 1+47.09 PI: 1+64.2 7 EP: 2+70.63 0+ 5 0 . 0 0 1+ 5 0 . 0 0 2+5 0.0 0 0+ 0 0.00 0+60.61 BP: 0 + 0 0 . 0 0 EP: 0+60.61 0+ 5 0 . 0 0 STORM DRAIN LINE 'A' STORM DRAIN LINE 'B' STORM DRAIN LINE 'C' STORM DRAIN LINE 'D' 0+00.00 1+ 0 0 . 0 0 2+00.00 3+00.00 3+81.83 BP: 0+00.00 PI: 0+21.00 PI: 0+93.18 PI: 1+42.53 PI: 2+01.83 PI: 2+61.83 EP : 3 + 8 1 . 8 3 0+ 5 0 . 0 0 1+5 0.00 2+50.00 3+50.00 → . . . → . . . → . . . → . . . → . . . . . . ← . . .←. . .←. . .←. . .←. . .←. . .← → . . . → . . . → . . . → . . . → . . . → . . . . . . ← . . . ← . . . ← . . . ← . . .←→. . .→. . .→. . .→. . .→. . . →. . .→. . .→. . .→. . .→. . .→. . .→. . .→. . . RUHNAUCLARKE.COM 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 AVIARA OAKS ELEMENTARY SCHOOLMODERNIZATION PD2023-0013 543-4A STORM DRAIN DATA NO. DELTA/BEARING RADIUS LENGTH REMARK 1 S67°58'48"E -- 87.91'24" PVC 2 N90°00'00"E -- 67.97'24" PVC 3 S67°58'48"E -- 147.67'24" PVC 4 S68°44'24"E -- 93.23'18" PVC 5 S48°02'30"E --121.44'18" PVC 6 S00°29'45"E --79.79'18" PVC 7 S00°10'10"E --170.17'12" PVC 8 S45°14'24"E --111.39'12" PVC 9 N89°55'56"E --56.53'12" PVC 10 N89°55'56"E --71.09'12" PVC 11 N89°59'25"E --5.21'12" PVC 12 N89°59'25"E --39.18'12" PVC 13 N89°59'25"E --24.05'12" PVC 14 N75°46'12"E --32.02'12" PVC 15 S76°30'35" E --26.12'12" PVC 16 N43°49'9"E --69.84'12" PVC 17 N29°45'20"E --41.16'12" PVC 18 N0°23'32"W --21.78'12" PVC 19 S45°0'0" E --12.99'12" PVC 20 N0°32'43"E --72.63'12" PVC 21 N45°0'0"E --16.38'12" PVC 22 N0°1'15"E --110.35'12" PVC 23 N22°30'0"E --20.51'12" PVC 24 S89°1'7"E --60.00'12" PVC STORM DRAIN DATA NO. DELTA/BEARING RADIUS LENGTH REMARK 25 S44°54'25"E -- 33.75'18" PVC 26 S00°00'15"W -- 113.34'18" PVC 27 S14°39'12"W -- 17.18'18" PVC 28 S02°30'48"E -- 106.36'18" PVC 29 S88°07'13"E --37.20'12" PVC 30 S40°43'51"E --61.31'18" PVC 31 S00°00'00"E --47.12'12" PVC 32 S00°00'00"E --28.74'12" PVC 33 S00°00'00"E --21.00'18" PVC 34 S00°00'00"E --72.18'18" PVC 35 S00°00'035"E --49.35'18" PVC 36 S06°10'24"E --59.30'18" PVC STORM DRAIN DATA NO. DELTA/BEARING RADIUS LENGTH REMARK 37 N90°00'00"W -- 60.00'18" PVC 38 N90°00'00"W -- 120.00'18" PVC 39 N90°00'00"W -- 118.58'12" PVC 40 S00°00'00"E -- 117.00'12" PVC 41 N90°00'00"W --103.59'12" PVC 42 N70°05'15"E --88.95'12" PVC H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 ' I ~ ' ' ~-/ I a ." -1- r I I 1 I + \, \" ' ' ' ' ' ' " ' ' ' ' \ ' , 11 I \ '1 ------' '"I-__ / 12 :~ ~\ ', 13 ;· II/ .\ . . I==_-+±-=-=-=-_-___ _ I ---t---=---=-=-=-=-_- 1= ---7=±-=-=-=---==-=-======--== - J -----=i I- l JI,, l = r--c,; I ! I, I I I I :<= I I 1 ;[ I 1\ I I/''/ ,_, " ' ' I I, I ,-, " I ' " I ,,, ' " ' ' , " ,,, , " '\!._:___/ •',-' / ,f;,-: -I • I I (35 - -1>---111--_ -111--1/L _,,, - I -1'1-- .,.,,.,,,·-· .--.,:~~;::<~·;:>;: .. "<'":-· . ..::=::< ~ <-• ; ~-;: ::~:.> ;~J::t;=. ":=:::;·_ ·>;. < •,/,, -~\• ;, -< ' '.--:>_../;> ,I =--=----=----= ===---=-=-=--ti_-_,_ --==----==-----=t==-= ~~==f=-1-1-_l_ ---=-=-+=--==t==---=====-=------ Er RIVERSIDE CA 3775 TENTH STRE ' LlFORNIA 92501 {951) 684 (-., n., PTTTC ::r I\ :'---o.. 0 r IN FEET J ' 'IO rr 1 INCi! ~ ~~ aBrnmm}@ 4664 / 5751 PALMER WAY, 5 UITE C, CARLS FORNIA 92010 (760) 438 5899 BAD CALl DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL F. ~_D B· FE' IE\, T 1-F TlF W,T Iii E I SH::T I C ITENGIN~~G ~~PA~TME~T ~ LE_J GRADING PLANS FOR: GR 2023-0022 STORM DRAIK APPROVED: RCE 63912 ,_r,_~, ~e~-iR;l;Ntt§t~MA~.,~N~AG~E~R~== ENGINE 11 PROJECT NO. I RVWDBY: --CHKD BY: -T PL".F LIGNMEJ, • ERT A JASON S. GELD EXP.9/30/24 II DRAWING NO. I DATE 120.00 125.00 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 120.00 125.00 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 -0+50.00 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00 6+00.00 6+50.00 SD Station=0+00.00 FL = 141.25 SD Station=1+53.47FL = 142.68 SD Station=0+90.33FL = 141.95 SD Station=1+58.30 FL = 142.73 SD Station=5+14.08 FL = 149.90 SDStation=3+05.98FL = 143.92 SDStation=3+01.14FL = 143.89 SD Station=3+94.37 FL = 144.81 SD Station=3+99.20 FL = 144.93 SD Station=5+22.38 FL = 150.07 SD Station=0+85.50 FL = 141.90 EXISTING GROUND SDStation=5+97.15FL = 151.31 PROPOSEDFINISHSURFACE SD COStation=5+98.00 RIM = 151.32TYPE B INLETStation=5+18.23RIM = 156.35 SD COStation=1+54.94RIM = 151.30 SD COStation=3+02.63RIM = 148.25 SD CO Station=3+95.91 RIM = 148.00SD CO Station=0+87.04 RIM = 147.72 SD HEADWALL Station=-0+00.27RIM = 143.792 HGLHGL HGL 24" PVC Q=13.89 CFS V=4.42 FPS 24" PVC Q=13.89 CFS V=4.42 FPS 24" PVCQ=13.89 CFS V=7.07 FPS 18" PVCQ=9.29 CFSV=5.26 FPS 18" PVC Q=7.63 CFS V=11.22 FPS 18" PVC Q=2.48 CFS V=5.81 FPS El e v a t i o n El e v a t i o n 120.00 125.00 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 175.00 180.00 120.00 125.00 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 175.00 180.00 -0+50.00 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 EXISTINGGROUND SDStation=0+00.27FL = 141.26 SD Station=0+34.62 FL = 143.04 SD Station=0+32.87FL = 142.98 SD Station=0+82.39 FL = 143.75 SD Station=0+80.64 FL = 143.72 SD Station=1+46.21 FL = 144.69 SD Station=1+65.14 FL = 145.01 SD Station=1+47.96 FL = 144.72 SDStation=1+63.39 FL = 144.98 SDStation=2+69.76FL = 146.69 PROPOSEDFINISH SURFACE SD INLET Station=2+70.63TG = 150.47 SD INLET Station=0+33.75 TG = 149.60 SD INLET Station=0+81.51 TG = 149.55 SD INLETStation=1+47.09 TG = 149.837 SD INLET Station=1+64.27TG = 148.66 SD HEADWALL Station=0+00.00 TW = 143.283 HGL HGL 18" PVCQ=9.21 CFSV=8.57 FPS 18" PVC Q=9.21 CFS V=7.52 FPS 18" PVC Q=7.01 CFSV=6.92 FPS 18" PVCQ=5.54 CFSV=3.64 FPS 18" PVCQ=5.54 CFSV=7.25 FPS El e v a t i o n El e v a t i o n 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 -0+50.00 0+00.00 0+50.00 1+00.00 1+50.00 EXISTINGGROUND SDStation=0+00.26FL = 149.50 SD Station=0+60.61 FL = 150.09 PROPOSED FINISH SURFACE SD RIM Station=0+61.61 TG = 152.70 SD HEADWALL Station=0+00.00 TW = 152.70 HGL 18" PVCQ=3.44 CFSV=4.38 FPS El e v a t i o n 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 130.00 135.00 140.00 145.00 150.00 155.00 160.00 165.00 170.00 -0+50.00 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 EXISTING GROUND SD Station=0+00.26 FL = 149.50 SDStation=0+94.05FL = 150.91 SDStation=0+92.30FL = 150.89 SDStation=1+41.66FL = 151.39 SDStation=1+43.41 FL = 151.41 SDStation=2+00.87FL = 151.99 SD Station=2+02.80 FL = 152.01 SD Station=2+60.96 FL = 152.59 SD Station=2+62.71 FL = 152.61 SD Station=3+80.96FL = 153.79 SD Station=0+20.12 FL = 149.83 SD Station=0+21.87FL = 149.85 PROPOSEDFINISHSURFACE SD RIM Station=3+81.83 TG = 155.80 SD RIMStation=2+61.83TG = 155.09 SD RIM Station=2+01.83 TG = 154.63 SD RIM Station=1+42.53TG = 153.66 SD RIM Station=0+93.24 TG = 153.00 SD RIMStation=0+21.00TG = 152.16 SD HEADWALL Station=0+00.00 RIM = 151.533 HGL HGLHGL 18" PVCQ=4.79 CFS V=2.71 FPS 18" PVC Q=4.79 CFS V=2.71 FPS 18" PVC Q=3.94 CFS V=6.18 FPS 18" PVC Q=3.94 CFS V=6.18 FPS 18" PVC Q=3.94 CFS V=6.18 FPS 18" PVC Q=3.94 CFSV=5.41 FPS RUHNAUCLARKE.COM 4653 CARMEL MOUNTAIN RD, SUITE 308, SAN DIEGO, CA 92130 AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4A H&A TC DocuSign Envelope ID: 7D56F24D-AEF5-4C29-935B-ACB5EAFA2C1 4 2/14/2024 I I I I I I I I I I ' -. -I -/1- ~ - ! -- I I I I I I I I I I I '~ \ \ \ ,- i ', - +--+--+---+----Cf---J-+--+--+---+-+--+cc-+--+---f-+--+--+--+-----J-+--+--+---+->---+--"'~-+--+--+---+-1---+--+--+--+-+--+--+--+-----J-+--+--+.·--->-~-i -,. -, ' ' - / I ! -~ -. ,_ ---• ' , le --I--- I ', I I---' ----r -I I ' I ~ I I I -\ I \_ .. _ _/ I \ I ' \, I I I ' ' - ' ' ' ' ' ' ' ' ,_ ! -- I ', 1, I I I -- ~ - ' - / - ' ' -, ' ' ' ' -' \ ! ' ' .t-' ' ' ' ' -~ ,, / I ', I I I I ' qi I ' / ,I ' I ,' ' I I ' I cl I I I : I e-' i ' I ', C ' ' I/ --.+---+--+--+-+---+-+--+--+--+--+-+--+--+--+-+---+--+--+--+--+--+-+--+--+---+--+--+-+~+--+--+-+--+--+--+PRIV-AfE-S-feRM-BR1f\:lttJ-fPRe1F11=e::-,t1N1 ;-'tA.+-' +--+-+--+-+-+--+-1-+-+--+-+--+-+--+-+-+--+-+-+-+--+--+--+-+--+-+-1---+-+-+-+--+--+--+-+--+---+---,---+--+',""'fRl\fAffe:-~s--ne,rti1-s1R.tt1N-FiRSF11te:-1t1tNa·--''1~'-I'-... , +-+-+--+-+-+--+--+-+--+-+--+-+-t---1 SEE SHEET 26 F R 1LA~ I J SEE SIHEEf 26 FOR Pi.ANI l J I --+-+-+-+-+-+-+--+--+--+--+--+--+--+--+--+--+--+---+---+---+---+---+---+---+---f----fl----l----l----f----f---+---+---+---+---+---+f----f---+---+---+---+-s•dJ1;cE:RoR1z: r =40;VERr1b7>:c 1"=8· sc11u 'R"oR12 n -¼o' llEH.ncA:c f "=a·.---f---lf----f---+---+---+---+---+---+---+---+--1--+--+--+--+--+--+--+--+--- ' ' ' -i 7 : ' ' ' -' \ ' ' ' I ' I ' ' ' I ! ' ' ' ' ' +---1---r I ' ' -+-j_ I ' h ' ' ---' · ~ ~ -7 I I I 11 I II , ' ~ I I I -- ~ - I --~ I ' i I', I ' ' •. - ' I i I I I I I I I I I I ,I I I :, i _; I ' I I I I I ' .J I "" ' ' I ' ' I ' I ' ._-+--+--+-l--+--+--+--+-+--+--+--+-l--+--+--+--1-1--+--+--\-\',+--+--+-"'+--+--+--+l--+--+--+--+-l--+--+--+--+-+-+--+--+-l--+--+--+--+-+--+--+--+--+-+--+--+---+-l--+--+--+--+-+--+--+--+--+-+--+-.-.+--+--+l-'-+-c---~-+--+--H-+-l--+--l'-I --11,-''••,-+--+--+--+1--4-t-'-+--+---+-ff--+--+ -f,-f--i==t=c==cl=--t--t----J-J-'t-;-,/ J-t--f--t----J-J-'t--J--f---j-f---f---f----J-J-t--t---t'---J-j-'t--J---t---j-f---t--t----J-J-t--t--. / I I 1 I +-',-+--+--+-+--+--+--+---+-+--+-'-+--+--f-+---+--+--+-----J-+--+--+---+->-+--+--+--+-+---+--+---t-f--+--+--+---+-t--+--+--+--+---1 I I I I I ' I I I I I I ' i ' I I - I I '· -I, ' ' ' ' I I - ' I I I I, I J I I I I I I EBl'VA!IIEJr ·aaM DBAI~ ltBOELJt: Ll~6:~C' k J 11 p ' 1:-<:='. ___ _ w cr~rGIN~lGD~'pf~~~J1B1\D w GRADING PLANS FOR: GR 2023-0022 STCJR\f fJRATN PROfTT.li:S APPROVED: JASON S. GELDERT r.,... e,..,...«1< ... ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DATE INITIAL REVISION DESCRIPTION 3775 TENTH STREET, RIVERSIDE CALIFORNIA 92501 (951) 684 4664 / 5751 PALMER WAY, SUITE C, CARLSBAD CALIFORNIA 92010 (760) 438 5699 ENGINEER OF WORK