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HomeMy WebLinkAboutDWG 459-9A; PD 08-07; CHS AT CANNON/COLLEGE; 01-14GRADING NOTES (IN ADDlllON TO lHE REQ\JIREMENTS Of CHAPTER 15.16 Of lHE CARLSBAD MUNICIPAL CODE). 1. lHIS PLAN SUPERCEDED ALL OlHER PLANS PREVIOUSLY APPROVED BY lHE CITY Of CARLSBAD REGARDING GRADING SHOWN ON lHIS SET Of PLANS. 2. APPROVAL Of lHIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION Of lHE CARLSBAD MUNICIPAL CODE, RESOlUllON OF CONDlllONAL APPROVAL, OTY STANDARDS OR OlHER ADDlllONAL DOCUMENTS LISTED HEREON AS lHEY MAY PERTAIN TO lHIS PRO.ECT. lHE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE lHESE PLANS \\!iEN NON-CONFORMANCE IS OISCOVE:RED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE lHE SCHOOL DISTRICT OR ENGINEER-Of-WORK FROM RESPONSIBILITY FOR lHE CORRECTION Of ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCllON. ALL PLAN REVISIONS SHALL BE PROMPll Y SUBMITTED TO lHE CITY ENGINEER FOR APPROVAL 4. A RIGHT-Of-WAY PERMIT FROM lHE OTY ENGINEER WILL BE REQUIRED FOR ANY WORK IN lHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE Of INSURANCE AS WELL AS ADDlllONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE OTY OF CARLSBAD AS AN AOOlllONAL INSURED ON THE OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR111NG THE POLICY MUST HA\lf A RATING Of 'A-" OR BETTER AND A SIZE CATEGCRY Of CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GLIDE. 5. UNLESS EXEMPTED BY SECllON 301.(b)5 OF THE CALIFORNIA BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY lHE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS l'IILL BE MADE TO THESE PLANS l'IITHOUT WRITTEN APPROVAL OF DSA AND THE OTY ENGINEER, NOTED WllHIN lHE REVISION BLOCK, ON THE APPROPRIATE SHEET OF lHE PLANS AND THE llTLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. lHE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONOlllONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL llMES DURING CONSTRUCllON. 12. \!MERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED Of: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACllON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER Of THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. lHE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR \\ITHIN TWO WORKING DAYS Of THE COMPLEllON OF FIELD TESTS. 13. A SOILS COMPACllON REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDA llONS OUTLINED IN THE SOILS REPORT IS REQ\JIRED PRIOR TO THE ISSUANCE Of A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECllON OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN lHE FIELD Of APPLIED SCILS MECHANICS. ALL fill OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE l'IITH THE CITY Of CARLSBAD STANDARD SPECIFICATIONS AND lHE "EARlHWORK SPECIFICAllONS" ATTACHED TO lHE PRELIMINARY SOILS INVESllGAllON. DAILY FIELD COMPACllON REPORTS l'IILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRE-CONSTRUCllON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE [OR CONSTRUCTION INSPECTION SUPERVISION, TESTING AND ALL OTHER AS'ECTS OF lHE WORK, lHE CONTRACTOR SHALL REQUEST A PRE-CONSTRUCllON MEETING BY CALLING THE INSPECllON LINE AT (760} 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCllON. THE CONTRACTOR WILL THEN BE CONTACT£D BY THE PRO.ECT INSPECTOR TO COORDINAT£ A DATE AND TIME FOR lHE PRE-CONSTRUCllON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE lHE GRADING PERMIT WILL BE PROVIDED BY THE INSPECTOR AT 1H£ MEETING. 15. ALL INSPECllON REQUESTS OlHER lHAN FOR PRE-CONSTRUCllON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /760) 438-3891. INSPECTION REOOEST MUST 8£ RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECllON IS NEEDED. INSPECllONS WILL BE MADE THE NEXT DAY UNLESS YOU REQUEST OTHER\\ISE. REQUESTS MADE AFTER 2: 00 P.M. l'IILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT lHROUGH lHE SCHOOi. DISTRICT AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, ANO REGLLAllONS. 17. lHE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITllNG 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 WORKERS PROTECllON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAYAllON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INST ALLA llON THEREIN. lHIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVAllON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCllON SAFETY ORDERS, llTLE 8 CALIFORNIA ADMINISTRAllVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY Of THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO lHE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNllL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROl.t THE CITY Of CARLSBAD, SUBMIT APPUCA llON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA llONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED \\ITHIN ANY WORK AREA DURING CONSTRUCllON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOllFY lHE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITT£E HAS RECEIVED WRITTEN AUlHORITY FROl.t THE CITY ENGINEER TO DO SO. 20. ALL OPERA llONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERAllON OF TRUCKS, EARlHMOVING EQUIPMENT, CONSTRUCllON EQUIPMENT ANO ANY OlHER ASSOCIATED GRADING EQ\JIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY lHROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERA llONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT lHE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FUil WORKING DAYS PRIOR TO THF BEGINNING Of WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONS18l£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT Of THE GRADING OPERA llON 23. BRUSH SHALL 8E REMOVED ONLY l'IITHIN 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 ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUB.ECT TO A SIGNED AND APPROVED SET OF EROSION CONTROi. PLANS. EROSION CONTROi. SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PRO.ECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISHED GRADE TO PRODUCE A UNIFORM SURF ACE AND CROSS SECllON. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDlllON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY lHE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDED \\ITHIN TEN (10) DAYS OF THE TIME \\!iEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY lHE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PRO.ECT (OSA ,04-110059), ANO/OR AS DIRECTED BY THE CITY ENGINEER. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS 111TH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGA llON PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 111TH lHE LANDSCAPE MANUAL TIME REQ\JIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 1'111H A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORl.t DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPlH IS LESS lHAN 15 FEET AND BACKFILLED 111TH 3/4" ROCK PER SORSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. \\!iERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT Of THE GRADING OPERA llON, 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 \\llH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCAllON OF ALL EXISTING FACILITIES (ABOVE GRQ\JND ANO UNDERGROUND) l'IITHIN THE PRO.ECT SITE sumCIENTL y AHEAD OF GRADING TO PERMIT lHE REVISION OF THE GRADING PLANS If IT IS FOUND THAT THE ACTUAL LOCAllONS ARE IN CONFLICT l'IITH THE PROPOSED WORK. 33. lHE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR lHEIR FACILITIES AND SHALL COORDINATE lHE WORK 111TH A COMPANY REPRESENTAllVE. UNDERGROUND SERVICE ALERT (USA) (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 SOG&E PACIFIC BELL TIME WARNER CABLE COX COMMUNICA llONS CITY OF CARLSBAD (STREETS & STORM DRAINS) CITY OF CARLSBAD (SEWER, WATER, RECLAIMED WATER) 34. PERMIT COMPLIANCE REQ\JIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS 8. ENGINEER, AND/OR GEOlOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL lHE WORK IN PROGRESS {15.16.120 A.8! CARLSBAD MUNICIPAL CODE. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA lHE PROJECT INSPECTOR {15.16.120 A.10J CARLSBAD MUNICIPAL CODE. (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STAllNG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGAllON ARE INSTALLED IN CONFORMANCE WllH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENJ). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, \\!ilCH INCLUDES RECOMMENDED SOIL BEARING CAPAClllES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SCILS ENGINEER lHAT THE GRADING WAS DONE IN ACCORDANCE 111TH THE REQ\JIREMENTS AND RECOMMENOA llONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS lHERETO. (4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR lHIS PROJECT IS ISSUED \\llHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITT£D FOR PLANCHECK. PLANCHECK FEES WILL BE REQ\JIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED UPDATED GEOTECHNICAL INVESllGATION AND 50-SCALE GRADING PLAN REVIEW, CARLSBAD UNIFIED SCHOOL DISTRICT, HIGH SCHOOL AT COi.LEGE ANO CANNON, CARLSBAD. CALIFORNIA. PREPARED BY LEIGHTON CONSULTING, INC., DATED JJNE 5. 2009, ANO ALL SUPPLEMENTS SHALL BE CONSIDERED AS A PART OF lHIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WllH THE RECOMMENDA llONS AND SPEClflCA llONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PRO.ECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF lHE PROJECT AS DEFINED IN SECllON 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT l'IITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK Of lHE PRO.ECT DRAWINGS AND SPECIFICAllONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR lHE PROJECT DESIGN. FIRM: FLORES LUND CONSULTANTS ADDRESS: 7220 TRADE STREET, SUITE 120, CITY, STATE: SAN DIEGO, CALIFORNIA 92121 TELEPHONE: 858 566-0626 BY:_1}___ Jt-. _ /, -~PATE:_9~L.f.:-J2 R.C.E. NO.: J,(o_i7.( ~:-£ffii ENEY, P l(J REGISTRA llON EXPIRA llON DA TE: 12-31-2010 SOILS ENGINEER'S CERTIFICATE I, $!!AN C,O~l"AOO A REGISTERED (CIVIL/GEOTECHINICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 1H£ FIELD Of APPLIED SOILS MECHANJCS, HEREBY CERTIFY lHAT A SAMPLING ANO STUDY OF THE SOIL CONDlllONS PREVALENT l'IITHIN THIS SITE WAS MADE BY ME OR UNDER MY OIRECllON BETWEEN THE DA TES Of _..uJ_,z.-, 20.Q.1AND (p/S ~ 20~'1, TWO COPIES Of THE SOILS REPORT COMPLIED FROM lHIS STUDY, l'IITH MY RECOMMENDATIONS, HAS .B~N ;g;;;~OFFICE OF lHE CITY ENGIN'.:-.:EE~~!loo.. v1<0FESs :t SIGNED: - ~~t.,COto-i1'i! ~ G.E./P.E. NO.,~~o-r !tzy ~ ~ DATE: ----3J\L!J,,,10"------~~----i£ No. 2507 o j -LICENSE EXPIRA llON DA TE: ~<l/_.."3.,.,1 jµ,\\..._ __ _ a: Exp: 12/31111 ~ * "':::~:0,tcHll'e,~~ NER'S CERTIFICATE I (WE) H • .. · · THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACllVITY AND ADVISE ON THE COMPACllON AND STABIU SITE. -A,Ll.',,~"""'--~=-J---'c:'. ___ ---,---,5±--__,_I Y·--'-'10___ __ {PRINT NAME BELOW LINE) DA TE ITol'II\ A. Rooc.h,~r,krderit- SOURCE OF TOPOGRAPHY TOPOGRAPHY SIJOWN ON THESE PLANS WAS GENERA TEO BY AERIAL PHOTOGRAPHY ANO SUPPLEMENTED 111TH FIELD SURVEY METHODS FROM THE INFORMA llON GATHERED ON JJL Y 10, 2008 BY CORNERSTONE SURVEY. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA llONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PRO.ECT IS LOCATED l'IITHIN ASSESSORS PARCEL NUMBER(S) 168-050-1900, 168-050-4600 THE CALIFORNIA COORDINATE INDEX OF lHIS PROJECT IS: N 20001590 E 6244293 STREET ADDRESS 3900 CANNON ROAD, CARLSBAD CA t.i}lf: I~ 1HE f'.tN1 Of tDNfl-1£( llt1W:l:K O!:PA~11-0J1 OF ~Aff AFCHlrl<'.1 (~SA) A~P !llt qry Of C,,,1Lt(BAt>, J>SA fAl'fS PQft fPWCE'. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQ\JIRED, CONTACT TIM BERRY, BARNHART-HEERY AT {858) 288-7958 (CELL NUMBER) 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OURING lHE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA llONS TO FACILITATE RAPID CONSTRUCllON OF TEMPORARY DEVICES \\!iEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED l'IITHOUT lHE APPROVAL Of THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACllON Of THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDlllONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY DSA AND THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERAllONS OR UNFORESEEN CIRCUMSTANCES \\!ilCH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS \\!iERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDlllON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER lHE APPROVED GRADING PLAN SHALL BE IN CORPORA 1£0 HEREON. 8. GRADED AREAS AROUND THE PRO.ECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT lHE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECllVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY \\!iEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE l'IITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF VICINITY MAP N.T.S. ~ CALAVERA SITE LOCATION: THE HIGH SCHOOL AT COLLEGE ANO CANOON GRADED SLOPES (90%) COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY B PUNCH STRAW INSTALLED IN ACCORDANCE 111TH SECllON 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVAllON, STATE OF CALIFORNIA. ~ TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROi. PLANllNG ANO IRRIGA llON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECllON 212 OF lHE STANDARD SPECJrlCAllONS AND THE FOi.LOWiNG: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES ll1AT ARE GRADED 6:1 (HORIZONTAL TO VERllCAL) OR STEEPER \!MEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 12. AREAS GRADED FLAffiR THAN 6:1 \!MEN ANY OF THE FOLLOWING CONOlllONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCllON OR GENERAL LANDSCAPING) llllHIN 60 DAYS OF ROUGH GRADING. b. IDENllFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDlllON IDENllFIED BY lHE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGAT£0 IN ACCORDANCE 111TH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGA TEO BY HAND WATERING FROl.t QUICK COUPLERS,1-iOSE BIBS OR A CONVENllONAL SYST£M OF LOW PRECIPITA llON SPRINKLER HEADS PROVIDING 100:JI COVERAGE. b. GREATER lHAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITAllON SPRINKLER HEADS PROVIDING 100% COVERAGE. SHEET INDEX 1 OF 14 ROUGH GRAOING TITI.E SHEET ANO NOTES 2 OF 14 EXISTING CONOITIONS ANO TOPOGRAPHICAL Pl.AN 3 OF 14 SITE BOUNDARY SURVEY AND EASEMENTS 4 OF 14 OVERALL ROUGH GRADING Pl.AN 5 OF 14 ROUGH GRADING ANO DRAINAGE Pl.AN 6 OF 14 ROUGH GRADING AND DRAINAGE Pl.AN 7 OF 14 ROUGH GRADING ANO DRAINAGE PLAN 8 OF 14 ROUGH GRADING SITE SECTIONS 9 OF 14 ROUGH GRADING DETAILS 10 OF 14 ROUGH GRADING DETAILS 11 OF 14 ROUGH GRADING DETAILS WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF lHE CONSTRUCllON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL, FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARAllON OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL SHOWN OR REQ\JIREO ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEClflCA llONS, REQUIREMENTS, RESOLUllONS ANO ORDINANCES CITED ON lHESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 111TH lHE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCllON, AS OIRECT£D BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY Of CARLSBAD ENGINEERING STANDARDS 3. lHIS SET OF PLANS 4. lHE STANDARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUCllON (GREEN BOCK) 5. SCILS REPORT AND RECOMMENOA llONS BY LEIGHTON CONSUL llNG, INC, DA TED JJNE 5, 2009 ANO SUPPLEMENTAL GEOTECHNICAL DOCUMENTS DATEO 9/22/09, 3/31/10, 7 /20/10, 8/05/10, AND 8/27 /10. 6. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY lHE CITY OF CARLSBAD ST AND ARDS. 7. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED DECEMBER 2008. 8. STORM WATER POlLUllON PREVENllON PLAN PREPARED BY FLORES LUND CONSULTANTS DAT£0 AUGUST 2010 \\!llO NO. 9 375,-c=~==-:cc--: SWPPP# SWD90031 9. STORM WATER MANAGEMENT PLAN PREPARED BY FLORES LUND CONSULTANTS DATED AUGUST 2010, SWMP# SWMP0920 10. CALIFORNIA STORt.l WATER Q\JAUTY ASSOOAllON BMP CONSTRUCllON HANDBOOK ANO CAL TRANS CONSTRUCllON SITE BMP MANUAL. SWPPP# Sl'/090031 ITEM RIGHT OF WAY LINE • PROPERTY LINE • EASEMENT UN£ • EXISTING CONTOUR • EXISllNG FENCE • EXISllNG BUILDING • EXISTING CONCRETE • EXISTING CURB AND GLTTER. EXISTING CURB. • • • EXISTING SPOT ELEVA llON • LEGEND EXISTING STORIA DRAIN INLET. EXISTING STORM DRAIN CURB INLET. EXISTING STORM DRAIN CLEANOUT. EXISTING STORM DRAIN • EXISTING SEWER LINE • EXISTING SEWER CLEANOUT • EXISTING RECLAIMED WA T£R. EXISTING WATER MAIN • SYMBOL ---- I/ ; J ; i ;7 ULL./ //,'.I I • • , I X 65.40 □ ~ -SD ---0---SD- -~ so,--- ---S-····· ~- -.. 5 .... -(>-----· 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY 12 OF 14 ROUGH GRADING WALL PROFILES-fOR REFERENCE ONLY EXISTING UllUTY BOX. ENGINEER PRIOR TO HYDROSEEDING. lHE SCHOOL DISTRICT SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGA llON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING lHE NUMBERS. TYPES ANO COSTS OF THE ELEM EN TS OF THE PROPOSED SYSTEM. 3. IRRIGAllON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT lHE OPTIMUM LEVEL FOR lHE GROWTH Of THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 6.0 LBS. PER ACRE OF WLPIA MICROSTACHYS b. 5.0 LBS. PER ACRE OF NASSELLA PULCHRA c. 0.5 LBS. PER ACRE OF LASlHENIA CALIFORNICA d. 1.5 LBS. PER ACRE Of ESCHSCHOLZIA CALIFORNICA e. 2.0 LBS. PER ACRE OF LUPINUS BICOLOR f. 4.0 LB. PER ACRE OF LOTUS SCOPARIUS SCOPARIUS g. 1.0 LBS. PER ACRE OF ERIOPHYLLUM CONFERllFLORUM h. 0.1 LBS. PER ACRE OF MIMULUS AURANllACUS PUNICEUS i. 2.0 LBS. PER ACRE Of MUHLENBERGIA MICROSPERMA i 2.0 LBS. PER ACRE OF MELICA IMPERFECTA k. 1.0 LBS. PER ACRE Of !SCOMA MENIESSI I. 1.0 LBS. PER ACRE OF PENSTEMON SPECTABIUS m. 1.0 LBS. PER ACRE OF VERBINA LASIOSTACHYS n. ITEMS c, d, e, AND f OF lHIS SUBSECllON MAY BE OMITTED ON LOCA llONS \!MERE lHE AREA BEING HYDROSEEOED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENllAL STRUCTURES. o. ITEM a. OF THIS SUBSECllON MUST BE INOCULA TEO 1'111H A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. p. ALL SEED MATERIALS SHALL BE lRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS 111TH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTlflCAllON TAG ATTACHED TO. OR PRINTED ON SAID CONTAINERS. q. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCREllON OF THE CONTRACTOR. 2.1. TYPE 1 MULCH APPLIED AT lHE RATE OF NO LESS lHAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW} MAY BE SUBSllTUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. \\!iEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% Of THE STRAW INTO THE SOIL 3. FERllLIZER CONSISllNG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, 111TH 15% SULPHUR APPLIED AT lHE RA TE OF 500 LBS. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING lHE SURF ACE TO BE PLANTED BY ANY OR A COMBINA llON OF: a TRUCK WALKING SLOPES STEEPER THAN 6: 1 k. HARROWING AREAS 6: 1 OR FLATTER lHAT ARE SUFFICIENTLY FRIABLE. I. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE 2. CONDlllONING lHE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJJSTING THE SUBSURf ACE SCIL MOISTURE TO PROVIDE A DAMP BUT 13 OF 14 FIRE ACCESS PI.AN-fOR REFERENCE ONLY 14 OF 14 OVERALL SITE PI.AN-fOR REFERENCE ONLY GRADING QUANTITIES APPROXIMATE EARlHWORK GRAOED AREA 39.4 (ACRES] MAX. CUT DEPlH 90 [FT) EXCAVATION 307,000 [CYD] MAX CUT SLOPE RAllO (2:1MAX) FILLS 225,000 [CYD) MAX. FILL DEPTH 25 [FT) FILLS SHRINKAGE (15%): 33,750 [CYD] REMEDIAL GRADING/RECOMPACT: 370,000 [CYD] RECOMPACT SHRINKAGE {15%): 55,500 [CYD] SPOILS: 7,250 [CYD] EXPORT O [CYD] MAX FILL SLOPE RAllO (2:1MAX) GRADING QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY, ANO NOT TO BE USED FOR FINAL PAY Q\JANTITIES. CONTRACTOR SHALL DETERMINE HIS OWN Q\JANTillES TO BID. -• 1-1.-\\ -es -n, ~ "R.:f[,v&v ~IAJJc'I/> ~,,;:,-. fo1J_ .w f/4/11 I ----------- -c. ------- ----,___ ---------- ~-------·---.. -·-·-·----- ~ ' ----- - . CATE Ii'\ J11 i,t., ! l'll!ll, 6vP ft.Jl-pJYI- EXISllNG ELECTRICAL LINE • EXISTING TELEPHONE LINE • PROPOSED IMPROVEMENTS STD. DING. SYMBOL SLOPE SYMBOL CUT/FILL • PROPOSED CUT FILL• • • PROPOSED OVER EXCAVAllON• PROPOSED DA YUGHT • PROPOSED CONTOUR • FUTURE BUILDING• BUTTRESS, • • • PROPOSED TEMPORARY STORM DRAIN • PROPOSED STORl.t DRAIN , , , , PROPOSED CMP RISER • PROPOSED PERFORA T£D STORM DRAIN, DS-3 • PROPOSED STORM DRAIN CLEANOUT • •D-9 • PROPOSED RETAINING WALL (PER SEPARATE PERMIT) PROPOSED 24"X24" BOX INLET ' PROPOSED BIORETENllON AREA" 111TH CHECK DAMS PROPOSED VEGETA TEO SWALE· PROPOSED SCOURSTOP MAT 111TH l\JRF REINFORCING MAT' PROPOSED HEADWALL • ' • • • D-34 • II-- --SO·--- (@ ---1/------,,t- @] □ XI XI F\ PROl'OSEO.-JIM?.ORAR't,BlADEo.-EARll-lW'SWAlr~ =-= = !<!c1l'a1.JIIJ(r \.,-'11,c.. '/.!;,::, C-1, C· - EXP. 3 31 11 PROJECT NUMBER: PD08-07 DRAWING NUMBER: 459-9A l'ofSATURATED SEED BED. 1<liV1s1.w 'D6~Pflc.iJ v,JGos~fR"11U. l-"'1 ~-~[.. REQUIRED TREATMENT CONTROL BMP TABLE b. THE ADDlllON OF SOIL AMENDMENTS, PH ADJJSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDE VIABLE CONOlllONS FOR GROWTH. E. HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS \\!iERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNllL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. BENCHMARK DESCRIPllON: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCA llON: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STAllON 454+92 PER R.S. 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. VERT. CONTROL DATA) ELEVAllON: 68.479 DATUM: NVGD Of 1929 "AS-BUil T" P.E. EXP .. __ _ REVIEWED BY: INSPECTOR -· ----,----···-· ---. -------------·- . - TYPE BIORETENTION "1GETATEO SWALE DATE DATE DESCRIPTIONS K)WNERSHII MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY -.. TC-32 INFILTRATION PVT BMP MAINTENANCE 5, 6 AS NEEDED BASIN AGREEMENT TC-30 "1GETA TEO PVT BMP MAINTENANCE 5, 6, 7 MONTHLY SWALE AGREEMENT ·- "" ----· ---- < a < < Roesling Nakamura Terada Architects 363 Fifth Ave. Suite 202 San Diego, CA 92101 619 233.1023 www.RNTarchitects.com I I~ I ~ '.,' ~ "' j 8 SC i~ i ,. I rn 0 ':,I w !1 5 w ~ • 0 ~i z ~ m u il '<'. ~ Ii ~ " ~I u rn ~ ~ ,. < m~ 0 ~ 0 0 N en ~ ii "' w - Q. " ID V, rn ~I ~ le 0 "' < w 0 0 CARLSBAD Unlf[e-d 8~11001 01,tnot The High School at College & Cannon JtYt?;iU;tJJ!,oikl~@s I APPL # 04-110059 I F1.s __ ss __ 11 DIVISION OF THE STATE ARCHITECT Increment 1 OSA Submittal RevtsJons N9-Oe-scrlptk)n Oafe 1 BACK CHECK 09 10 ROUGH GRADING TITLE SHEET AND NOTES C1.00R Job No. 467 Dote 8-24-10 DrOWnby ES Checked by AK S~etNumber PO08-07 DWG459.9A Sheet 1 of 14 102110 "AS-BU IL T" P.E. EXP •. __ _ DATE REVIEWED BY: INSPECTOR DEMOLITION NOTES A. DEM<X.ISH AND R ~~ESS INDICA TE6Mg~JLL EXISTING IMPRO B. TiiE :::A~D ARE Norfcl-~~~s:J R~RENT~ ~~~L Li~~\ OF \IKlRK DAYS p OR SHALL NO . Of SHUT D~IOR TO STARTING wiir' DIGALERT (1-800 APPROPR':-iE D0~i~ECTION A~D ~~~~LL ARRAN'f;/;J; 0 J~lT LEAST T\/Kl C. PROTECT IN PLACE OWNERS PRIOR TO C~M~ISTING UTILITIES C~ROINA TE UNDERGROUND UTILI ALL EXISTING IMPRO NCING TiiE \IKlRK lli TI,E D. TiiE LOCATION TIES TO REMAIN. VEMENTS, STRUCTURES AN~ ON TI,[ DRA AND EXISTENCE DRAWINGS WINGS WERE OBTAlr: EXISTING UNDERGR ='1:~1:~~"1:? ~lJ:t:c:,rtk~z.,= COORDINATE L RK. ETERMINE EXACT Lo:; POINTS Of \\1lli NE OCATION OF ALL ATION INSTALJn TREE LOCATIONS M UNDERGROUND UTILITI ELECTRICAi~~AW~~R T0° LA~:~~{L~fLECTRICALEiA~~Sn~~ORM DRAINS E. ALL EXISTING "DRY" FOR ADDITIONAL' INF~i::oNARCHITECTUR.:t~NiTHER ONLY. REFER UTILITIES SHO · FOR ANY \IKlR~o o~LE~TRICAL PLAN~ A~iREON ARE FOR INFORM G. REFER TO SPECIFIC 111TH THESE ununf:.ROPRIATE UTILITY ~~~~:JvRPOSES A TIONS FOR ADDITIONA PLANS L REQUIREMENTS. F. 50 FLC SCALE: f• UJ' GR~PHIC SCALE 50 l(!NFEET) INCH~ 50 FT 100 ' 0 ·• • • ~ ,'' 'lvy 1--)'J .... ~.., 1.i Roesling Nakam Terada Architectra 363 Fifth A S VO. Su~e 202 San Di ego, CA 92101 619.233.1023 www.RNTarcl1" 11ects.com __ _:_ "J~o ~li:c,s, p~. /.,. LJ'H ' . R . -2 OF e,p.,1.,f:O tt CARL8fJAD Unlfr!td a~noot o111r1oc The High School at College & Cannon AC DATE FIS -SS -----II --- DNISION OF 11iE STATE ARCHITECT Increment 1 DSA Submittal Revisions ~0 -Description BACK CHECK 09 10 EXI Tl CONDITIONS AND TOPOGRAPHICAL PLAN Job No. C-2.01 R 467 8-24-10 Date Drawn by Checked by Sheet Number ES AK PD08-07 DWG459-9A Sheet 2 o1 14 / / / / '\ / \ / \ \ \/ 20.00' PROPOSED /' '-,t,. , ~0~ UTILITY EASEMENT / "-o'> \ 'V. , -r=~~~ / 0~ / \_S .::----_j_ PER PR. NO. 09 37 / " " ·o .=! _/ ·,-,,~ ---DATE__ • / '-'-,,.. ;((' < ,., -----,,,,,,---../ "" ,,,, ,,,, \ \ 1-- -::: -.../ / - - -" v "/ __ _/ '~, -->', ,,\\ • 7"W ---~;-'!:.,\ / >A '-OB"321 --v\ ,r " "- 5"W\ N .---~ ./, '\ '\ '\ lNOB' 33~7\ 704-°'.62 \ \ < V "-'\ \ __ -t'!;;-7,1'« \ \ \. \. v \ \ \ _..-,,---..EXISTING PIPELINE EASEMENT '\ · \ 0 ACCORDING TO OFFICIAL \ '\ \ • _.----- \ \ RECORDS AS FILE NUMBER 1852, '\ '\ -..,...-.-- \\ \ REC. 1-4,1963 \ \ \ \ \ \ \ \ \ \ ~OSED 30' / '\ \ U EASEMENT ,,,, PER P . NO. 09-37 < / \ \ \t D_ATE -~ V \ \ '\'\ \~<:!-\ \ \ \ ' \ //\ \ \\ V \ \ \ '~, \ ),,~/\ "I° \\ \ \ \ '\ ~ \\ \ \ \ \~\ \ ', ', ~~-\ EXISTING 20' 'MDE \ \ _,, \} REClAIMED WATER ..--,ACCESS EA'-\MEI\.T O-(o, •J ,.\ LINE EASEMENT ACC .. ORDING TO\OFf'\::IAL \ \~ TO BE QUIT CLAIMED RECORDS AS Fl~ \ l \, PER PR NO. 09-38 \ NUMBER 1998-0J~3'.l'l16, • \ ,cc. ' " "" \ \ J ~\ \ \ \ \ ,, \\ \ \ \ \~ '\\ ~1~~~ \\ ··~ ASSUMED PONOED 100-YEAR WATER \~ ~t~ A:> = 76·64' -, \ \ \" \ \ SURFACE ELEVATION (PROP) = 78.64 \ RFACE EXISTING RIGIT Of WAY PER \ "' PER L'1..E CLOMR' -, EXISTING TEMPORARY \ PONDED lOO-YEAR WATER SU DOC. NO. 2003-\12 ~\ ~\ ASSUMED PONDED 100-YEAR WATER A.000 WAY EASEMENT-, ~~~~G(p~R 76·38' -, ~":>t<j,'\), 0 ~ SURFACE ELEVATION (EX) = 78.~ -, DOC. NO. 2003-0362011 \ .-, ~, ,s; \ PER CHANG LOMR -~ PROPOSED RETAINING WALL \ \ ( ~i (>---........ ,~ \ \\ --.....,_ ----::-:·· --Y,,>';<"'"'Y __..,,,-....._\~-,_ -----\ T \ --------' -~~ -\ ....... .--,() ., ---'\ ---,'J,.'l,, ~ \ I NOJ.'l-2~4·E '\ \_\ ~<:,":> ,.~- \ 120 84' ~~ -~ \·~ ~-:1•<:Jo -,1\'7 N00'08'10"E ' 1'30"E N03'59'47"E • ', • ~":>/,0 --"'-_ _ _ ~ _ -_ ·==::: _ _ . _ _ 94.26 _ / ' ~=-==-=-==--==~=-=-==-=--==e:t=--=-=-=-=-==--:-::-:_~I_=-~!~~=m5fEr[~-M88'47'26 ", 2 7:2~ ---=:_ --_ -Na"i'·o~E._ \ --f'" -::..=:::-~=....:::: f - -N01'11'!f~ s 30.08 -Bi -6&Jn7-' --,• ----------. --:.::> 481.51' ' -.,,, ~r ------A------,, --.,,...,..... ', -..-- "AS-BUILT" P.E. EXP. __ _ DATE REVIEM:D BY: INSPECTOR DATE AP -(ii~P,~RJ~VVtilEii"DY~.i~~E~"fV~A~~T~E 4. _1 TIW~Tilfl'q/~~40_ S~VIL ENGINEER F'E.41204 EXP. 3/31/11 FLC_---. --.-----SCALE: f• 1IXI' GRAPHIC SCALE 100 o 100 ( IN FEET ) 1 INCH= 100 FT 200 LIMIT OF DETAILED STUDY XISTING PIPELINE EASEMEN ACCORDING TO OFFICIAL RECORDS AS FILE NUMB11-,,--~ 1998-0805495, REC. 2-11-1998 FLOODWAY LIMIT OF I 0 ,> • ~ ' . ,, ~ ,, ;::) vv,...,..yt-' Roesling Nakamura Terada Architects 363 Fifth Ava. Suite 202 San Diego, CA 92101 519.233.1023 www.RNTarchltects.com CARLSBAD ur11rr~ s,naol cI1IrI01 The High School at College & Cannon cm~iwi~~o~l~&s I APPL # 04-110059 I AC DATE fLS __ ss __ II DIVISION Of 11iE STATE ARCHITECT Increment 1 DSA Submittal Revfslons No. Oescrlpl!on Date 1 BACK CHECK 6 09 10 -;:::::.----.. -' EXISTING PIPELINE E(sEMENT ~ -----ACCORDING TO OFFICIAL --. -RECORDS AS FILE NUMBER LIMIT OF DETAILED STUDY FLOODPLAIN 1-t-----r- --1998-0805495, REC. 12-11-1998 ---·-'"'""' . , , '\ --. V , '"(\' "' \ I / / 1/ ',A\,~',, \ / ·'bx~\\ I / ,, ~\, '1<)" 9i-\\\ \ "--/ ,,,,✓~ ,,,,,,,,,✓ '\: \ \, --SITE BOUNDARY SURVEY AND EASEMENTS C2.02R Job No. 487 Date 8-24 -10 Drawn by ES Checked by AK Sheet Number PD08-07 DWG459-9A Sheet 3 of 14 \ \ I I '1- 1 \ I , GENERAL NOTES 1. 11-IE CONTRACTOR SHALL NOTIFY DIGALERT (1-800-227-2600) AT LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR AND COORDINATE SHUT DO\\N, DISCONNECTION AND CAPPING OF EXISTING UTILITIES \\lll-1 11-IE APPROPRIATE UTILITY 01\NERS PRIOR TO COMMENCING 11-IE WORK. 2. PROTECT IN PLACE ALL EXISTING IMPROV£M£NTS, STRUCTURES AND UNDERGROUND UTILITIES v.HICH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS 011-IERW!SE SPECIFIED. 3. 11-IE LOCATION AND EXISTENCE OF EXISTING UNDERGROUND FACILITIES SHO\\N ON 11-IE DRAWINGS WERE OBTAINED FROM A SEARCH OF AVAILABLE RECORD DRAWINGS. 11-IE CONTRACTOR SHALL POTI-IOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING ANY WORK. 4. COORDINATE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM DRAINS 'Mll-1 NEW TREE LOCATIONS, MECHANICAL/ELECTRICAL FACILITIES, AND 011-IER INSTALLATIONS. REFER TO LANDSCAPE, PLUMBING, ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. ALL EXISTING "DRY' UTILITIES SHO\\N HEREON ARE FOR INFORMATION PURPOSES ONLY. REFER TO ELECTRICAL PLANS AND APPROPRIATE UTILITY COMPANY PLANS FOR ANY WORK ON OR 'Mll-1 11-IESE UTILITIES. 6. REFER TO SPEClflCA TIONS FOR ADDITIONAL REQUIREMENTS. "AS-8 U IL T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE -----------7 SHEET 6 OF 16 --IE--F LC_....,. SCALE: f• 100' GRAPHIC SCALE 100 0 100 200 ( IN FEET ) 1 INCH= 100 FT Roesling Nakamura Terada Architects 363 Fifth Ave. Suite 202 San Oiego, CA 92101 619.233.1023 www.RNTarchitects.com ffi CARLSBAD unuriHJ S~IHllll Dlllrlot The High School at College & Cannon , ~IJCf,Tiqil nAMP cffitrct'llt&tA'noif~~8ts I APPL # 04-110059 I AC~_FLS __ ss ___ ll DATE DIVISION OF THE STATE ARCHITECT Increment 1 DSA Submittal Revisions No. DescrlpHon 1 BACK CHECK 6 09 10 OVERALL ROUGH GRADING PLAN C3.00R Job No. 467 Date 8-24-10 Drawn by ES Checked by AK Sheet Number PO08-07 OWG 459-9A Sheet 4 of 14 - ----- - -TOI' CMP 9 ,.oo FG--101.93 IE __ - ---- - - - -- -110. 1-TOP CMP 9 1.1t rn-- IE 12"-IW IE-18" -OU -...____ -_).-- I ----- ------ 98:36 1r--- 9 10 .50-fOP cw_ - 104.50 FG 9.8:15" Jf - I Q --· -c-~ --;:;----- ( - I ) I ) I ,· / ' ---=~~:=--~== ;_=-~:- SCOURSTOP lVRF REINFORCING (FT.xfT.xFT.) MAT {FT.xfT.) [iJ 4x8.0.5 6x18 IT] 4x8.0.5 6x18 4x100.0.5 12,100 ~--~ 4x160.0.5 12x160 8x12.0.5 17x16 8x12x0.5 17x16 4x8.0.5 11x12 4x4.0.5 6x8 4x4.0.5 6x8 REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTllY TC-30 VEGETATE~ BIOSWALE 10 925 LF. TC-32 BIORETENTI~ AREA 11 275 LF. GENERAL NOTES 1. lHE CONTRACTOR SHALL NOTIFY OIGALERT (1-800-227-2600) AT LEAST TV>Q DAYS PRIOR TO STARTING WORK ANO SHALL ARRANGE FOR AND COORDINATE SHUT 001\N, OISCONNECTION ANO CAPPING OF EXJSTING UTILITIES Willi lHE APPROPRIATE UTILITY 01\NERS PRIOR TO COMMENCING lHE WORK. 2. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRIJCTIJRES AND UNDERGROUND UTILITIES \\HIOi ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OlHERWISE SPECIFIED. 3. lHE LOCATION ANO EXISTENCE Of EXISTING UNDERGROUND FACILITIES SHO\\N ON lHE DRAWINGS ll{RE OOTAINED FROM A SEARQi Of AVAILABLE RECORD DRAWINGS. lHE CONTRACTOR SHALL POlHOLE EXJSTING UTILITIES AT POINTS OF CONNECTIONS ANO ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING ANY WORK. 4. COCROINA TE LOCA llON Of ALL UNDERGROUND UTILITIES ANO STORM DRAINS WITH NEW TREE LOCATIONS, MECHANICAL/ELECTRICAL FACILITIES, ANO OlHER INSTALLATIONS. REFER TO LANDSCAPE, PLUMBING, ARCHITECTIJRAL ANO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. ALL EXISTING 'DRY° UTILITIES SHOWN HEREON ARE FOR INFORMATION PURPOSES ONLY. REFER TO ELECTRICAL PLANS ANO APPROPRIATE UTILITY COMPANY PLANS FOR ANY WORK ON OR WITH lHESE UTILITIES. 6. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. GRADING KEYNOTES Roesling Nakamura Terada Architects 363 Fifth Ave. Suite 202 San Diego, CA 92101 619.233.1023 www.RNTarchitects.oom ':t-...J ...... ;Ii 8 10 ~ I I ! I I " 0 .. ~ I @ ® ® © (j) @ 6" PERFORA TEO PVC CANYON ORAIN SCH-40. SEE DETAIL C SHEET 9. TERRACE DITCH MIN. 3' WIDTH, PER SORSD D-75 TYPE D, WIDTH PER PLAN, DETAIL G SHEET 10. 13 HEADWALL, PER SORSO D-34 SEE DETAIL L SHEET 11. 14 BLADED EARTHEN SWALE. (TEMPORARY) ® SEWER a• PVC. AT 2:1; MIN, CONNECT TO EX M.H. PER RSD SP-02. SM-04. ~ ! u .I IL ; ~ ~ i : j : 51 : Ii ii ffll ! ~~ 1 I \2 ~Q_ " C)~ ~ .. I I~ 0 §~ ~ ~ .., 1 " "' ~o J;! ! < 0 SCOLR STOP MAT WITH lURF REINFORCING MAT (TRI.I) OR APPROVED EQUAL, SEE DETAIL M SHEET 11. ®7 CMU RETAINING WALL, HEIGHT PER PLAN, SEE SHEET 12 FOR WALL CARLSBAD PROFILES, REFER TO STRUClURAL PLANS FOR WALL DETAILS AND Untn~ CONSTRUCTION NOTES. aenool Dlltrlot ~ INsTALL a· cuRB (CHEEK WALL) AROUND INLET (3 SJDEs) TO PREVENT The ~ FLOW BY-PASS. SEE DETAIL G SHEET 9. ~~-------------1 High School at "AS-BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE College & Cannon Jl1'Jf:iifil1aiil~Hs I APPL # 04-110059 I Ar.~-~FLs __ ss ___ " DATE DIVISION Of THE STATE ARCHITECT Increment 1 DSA Submittal Revislons No. Description Dat. 1 BACK CHECK 09 10 __ IE-_FLC _ _.,. ROUGH GRADING AND DRAINAGE PLAN C3.01R SCALe 1"• 50' GRAPHIC SCALE 50 0 50 100 ( IN FEET ) I INCH= 50 i"l' VE-_D: 91-_ EN VAN-AE~I x_.__ ?/J. ,,. j:/,fi;__ ~I ~0 _ IVIL EN~PE. 4~12~0~4-E~X~P-. ~3/~3~1/~1,~ OA1E Job No. 467 Date 3-24-10 Drawn by ES Checked by AK Sheet Number PD08-07 DWG459-9A Sheet 5 of 14 114. fG 110.09/4\ J 111.33 TOP CM 9 1~:il fEG MATCHLINE SEE SHEET 7 ~-s~ 99.79 1£ 1 \ / J / / / \ / 15 - \ < \ \ 8'X1f Pl'i,K DIVERSION-, ST~t~FIL TER-CONTE 0· \ ' ~~~ r· ---- I I \ SITE . \\ :. "r [!Q] \ . . \ I [ill ,, ' •, \.\, '-[ill ·~ 1" . ' [ill !ill [ill \. ~ '0 ---\ SCOURSTOP SIZES GENERAL NOTES GRADING KEYNOTES SCOURSTOP RIRF REINFORCING (FT.xFT.xFT.) MAT {FT.xFT.) 4x4x0.5 6,8 4x4x0.5 s,a a,12,0.s 17x16 4x4X0.5 6,8 4x4X0.5 6x8 40x16X0.5 51x20 1. THE CONTRACTOR SHALL NOTIFY DIGALERT (1-800-227-2600) AT 0 BUTTRESS AND STABILITY FILL KEYWAYS AND 4• PERFORATED PVC LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR SUBDRAINS. VARIES 1:JI -5 SEE DETAILS A & D SHEET 9. AND COORDINATE SHUT D0\11'1, DISCONNECTION AND CAPPING OF l-r-'rl""""-'"""""'-1.'-""'""-'"'--'=--""''--"'"""'"'-"..!!...J!!...-"'!!,£,.!~----l EXISTING UTILITIES 111TH THE APPROPRIATE UTILITY 011,NERS PRIOR TO i->-2~4-•_P_ER_FO_R_ATE_D_PVC_W_AL_L_D_RA_IN_SC_H-_40_._SE_Ec:....:.cDE_TA_IL_E'--'-SH_EE:._T_9_. ----1 1---+C_O_MM_E_NC_IN_G_TH_E_WO_R_K_. ---------------10 6" PERFORATED PVC CANYON DRAIN SCH-40. SEE DETAIL C SHEET 9. 2. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCRIRES AND UNDERGROUND UTILITIES WrllCH ARE TO REMAIN. MAINTAIN UTILITY SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHER\\ISE SPECIFIED. 3. THE LOCATION AND EXISTENCE Of EXISTING UNDERGROUND FACILITIES SH0\11'1 ON THE DRAWINGS WERE OBTAINED FROM A SEARCH OF AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CONNECTIONS AND ALL UTILITY CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING ANY @ STORM DRAIN a• PVC SCH-40, SLOPE PER PLAN, BEDDING AND TRENCH BACKFILL PER SORSD D-60. TEMPORARY IF INDICATED. '4B' STORM DRAIN 12' PVC SCH-40, SLOPE PER PLAN, BEDDING AND TRENCH V':/ BACKFILL PER SORSD 0-60. TEMPORARY IF INDICATED. 15' STORM DRAIN 18" PVC SDR-35, SLOPE PER PLAN, BEDDING AND TRENCH \:!../ BACKFILL PER SORSD D-60. WORK. © STORM DRAIN 24" N-12 HP ADS, SLOPE PER PLAN, BEDDING AND ,_ M, SHEET 11 FOR~ \ 4. COORDINATE LOCATION OF ALL UNDERGROUND UTILITIES AND STORM TRENCH BACKFILL PER SORSD D-SO. ~~~::;:::::•~i DRAINS 111TH NEW TREE LOCATIONS, MECHANICAL/ELECTRICAL @ CATCH BASIN 24" SQUARE PRECAST, FULL DEPTH 111TH s• THICK BQHOM, FACILITIES, AND OTHER INSTALLATIONS. REFER TO LANDSCAPE, SLOPED TOWARDS OUTLET AT 2%. INSTALL TRAFFIC RATED GALVANl~ED f PLUMBING, ARCHITECRIRAL ANO ELECTRICAL DRAWINGS FOR ADDITIONAL STEEL, BOlT OOv.N GRATE AND FRAME 111TH OPENINGS NOT TO EXC!:ED . ~-•.. ·.. INFORMATION. 1•. SEE DETAIL 8 SHEET 9. ~~~~~ .~,-..~~ -~· 'l(.~~~~c•:;::'-'~· c,-1 5. ALL EXISTING "DRY' UTILITIES SH0\11'1 HEREON ARE FOR INFORMATION 8 CLEANOUT TYPE A, PER SDRSD D-9. _ _ , , 1\ PURPOSES ONLY. REFER TO ELECTRICAL PLANS AND APPROPRIATE tn\ CMP RISER, DEBRIS CAGE AND DESILTING BASIN PER DETAIL F & G '◊ °",, l--l'U:..:Tc::IU.:,.:TYc..C"°O::::MP:.cA.::.:N.:...Y.:...PLA:c..::.::NS::...,,_,FOc:.,R-'-A.::.:N.:...Y..::WOR=K_,Oc:.,N_,OR"'-'\\l"-'TH"'-'TH"'E:::SE=-..,:,UTl::,U:.,:Tl:,cES"'-1. -~~+SH_EE_T_9. ________________ _, Roesling Nakamura Terada Architects 363 Fifth Ave. Suite 202 San Diego, CA 92101 619.233.1023 www.RNTarchitects.com AR.c -~~ ' 0 . • 1 ~,,.;.,-... -2 1 /.::t'-1--" o,. c,/>.-..; • 6. REFER TO SPECIF/CATIONS FOR ADDITIONAL REQUIREMENTS. r, , ",, \ "· 10 VEGETATED SWALE, PER DETAIL H SHEET 10. 1-----------' . "' ~'\ '· ... "-..__·.' \... ,..___ . --........< ""-- .\\ ' t,:·"~ :_~-' ' -__ --......... --"'' --~-------~' ·-,, ---·---'-... -- · ,. ' .. -"-..._ " --. ---. '- ·, ' . ' ~ )' I I\ I :\· ./ • I I I I I ' 11 BIORETENTION AREA W CHECK DAMS, PER DETAIL I SHEET 10. ® TERRACE DITCH MIN. 3' WIDTH, PER SDRSO 0-75 TYPE D, WIDTH PER PLAN, DETAIL G SHEET 10. 13 HEADWALL, PER SORSD 0-34, PER DETAIL L ON SHEET 11. 14 BLADED EARTHEN SWALE. (TEMPORARY) @5 SEWER a· PVC. AT 2% MIN, CONNECT TO EX M.H. PER RSO SP-02, Sl-A-04. @ SCOUR STOP MAT 111TH RIRF REINFORCING MAT (TRM) OR APPROVED EQUAL, SEE DETAIL I-A SHEET 11. ® CMU RETAINING WALL, HEIGHT PER PLAN, SEE SHEET 12 FOR WALL PROFILES, REFER TO STRUCTURAL PLANS FOR WALL DETAILS AND CONSTRUCTION NOTES. AC'<---.JFLS __ ss--11 DAl DIVISION QI' THE STATE ARCHITECT 102110 PAD 145.33 1,,1.• /\ e .. --·--- ~--. ----- - . --- ---- --------- ~ 11,11-n IA'!, 6->"-~.~ . . '.';1" \,~ 1i-;-r,wML • ~'1)1. -ju JL~c;li!.:_p,t,r.) _ . ---J,ef• W)li(t., ·---.. -. . - ---------- -- ---. -.. ---------~mo ~·-· ----------•------- ----·-.. ------- I--------.. -------------. ·----- --- I'-~~~ ~~a.{f"l')..tJ \ I g 117.00 TOP CMP 114.00 FG \ \ 111.50 IE 12" ....J'-~ - - - - 1./-ilti c-,.,,;> -.. . . ---4 ------ ------ - j:>t,,11'; , ... ~r C l:!'1 A1'~11.>J f(~ GENERAL NOTES GRADING KEYNOTES 1. THE CONTRACTOR SHALL NOTIFY DIGALERT (1-800-227-2600) AT @ BUT1RESS ANO STABIUTY flUL KEYWAYS AND 4" PERFORATED PVC LEAST TWO DAYS PRIOR TO STARTING WORK AND SHALL ARRANGE FOR 1,-.,.+SU=BOL!!'R'!!Al'!lNS~-l.!cVAR=IEdS...Ll"~-9!5 ~SE!,!E,JD~E,JJTA:l!!ILdS2Au&!.J!.O_,SH!!J!Er&El.T:t9,,__ ___ -I AND COORDINATE SHUT DO'M'I, DISCONNECTION ANO CAPPING Of 2 4• PERFORATED PVC WALL DRAIN SCH-40. SEE DETAIL E SHEET 9. EXISTING UTILITIES \\lTH THE APPROPRIATE UTILITY 01\tJERS PRIOR TO COMMENCING THE WORK. @ 6' PERFORATED PVC CANYON DRAIN SCH-40. SEE DETAIL C SHEET 1, t----t--------------------1 2. PROTECT IN PLACE ALL EXISTING IMPROVEMENTS, STRUCTURES AND UNDERGROUND UTILITIES 'M7ICH ARE TO REMAIN. MAINTAIN UTILITY @ SERVICES TO ALL EXISTING FACILITIES AT ALL TIMES, UNLESS OTHER'MSE SPECIFIED. r,;;:;.. f---+----------------1~ 3. THE LOCATION ANO EXISTENCE Of EXISTING UNDERGROUND FACILITIES SHOWN ON THE DRA'MNGS WERE OBTAINED FROM A SEARCH Of I.\ AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHAUL POTHOLE 0 EXISTING UTILITIES AT POINTS Of CONNECTIONS AND AUL UTILITY STOR!A DRAIN B' PVC SCH-40, SLOPE PER PLAN, BEDDING AND TRENCH BACKFILL PER SDRSD 0-60. TEMPORARY If INDICATED. STOR!A DRAIN 12" PVC SCH-40, SLOPE PER PLAN, BEDDING AND TRa,JCH BACKFILL PER SDRSD 0-60. TEMPORARY If INDICATED. STORM DRAIN 1 B" PVC SOR-35, SLOPE PER PLAN, BEDDING AND TR CH BACKFILL PER SORSD 0-60. CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO STARTING ANY WORK. © STORM DRAIN 24" N-12 HP ADS, SLOPE PER PLAN, BfDDING AND TRENCH BACKFILL PER SDRSD 0-60. 4. COORDINATE LOCATION Of ALL UNDERGROUND UTILITIES AND STORM DRAINS \\lTH NEW TREE LOCATIONS, MECHANICAL/ELECTRICAL FACILITIES, AND OTHER INSTALLATIONS. REFER TO LANDSCAPE, PLUMBING, ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. (j) a CATCH BASIN 24" SQUARE PRECAST, FULL DEPTH \\lTH 6" THICK BOTTQM, SLOPED TOWARDS OUTLET AT 2%. INSTALL TRAFFIC RATED GALVANIZED STEEL, BOLT DOWN GRATE AND FRAME \\lTH OPENINGS NOT TO EXCEED 1•. SEE DETAIL B SHEET 9. CLEANOUT TYPE A, PER SORSD D-9. 5. ALL EXISTING "DRY' UTILITIES SHOWN HEREON ARE FOR INFORMATION /g\ CMP RISER, DEBRIS CAGE AND DESILTING BASIN PER DETAIL F &: G PURPOSES ONLY. REFER TO ELECTRICAL PLANS AND APPROPRIATE ~ SHEET 9. Roesling Nakamura Terada Architects 363 Fifth Ave. Su~e 202 San Diego, CA 92101 619.233.1023 www.RNTarcMects.com UTILITY COMPANY PLANS FOR ANY WORK ON OR \\lTH THESE UTILITIES. l-r-~---------------------1 t---+---------------....;... ___ H10 VEGfTAlfD SWALE, PER DETAIL H SHEET 10. \ I I 6. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. I SCOURSTOP SIZES SITE SCOURSTOP TURF REINFORCING (FT.xfT.xfT.) MAT (FT.xfT.) [ill 4x4x0.5 6x8 REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY TC-30 l,(GffATED 2. 30 LJ. BIOSWALE / / 11 BIORETENTION AREA W CHECK DAMS, PER DETAIL I SHEET 10. @ TERRACE DITCH MIN. 3' 'MOTH, PER SORSD D-75 TYPE D, \'llOTH PER PLAN, DETAIL J SHEET 10. 13 HEADWALL, PER SORSO 0-34. 14 . BLADED EARTHEN SWALE. (TEMPORARY} SE\\£R a• PVC. AT 2" MIN, CONNECT TO EX M.H. PER RSD SP-02, SM-04. @ SCOUR STOP MAT \\lTH TURF REINFORCING MAT (TRM} OR APPROVED EQUAL, SEE DETAIL K SHEET 11. I; I ~ I I I; I ~ i ii @ ! ~ ~· PROFILES. REFER TO STRUCTURAL PLANS FOR WAUL DETAILS AND il: CMU RETAINING WALL, HEIGHT PER PLAN, SEE SHEET 12 FOR WAUL o&E 1·,S CONSTRUCTION NOTES. I @ ~~~iy~~;i:.s J~5~~A~A~L~H'TE~u~~ INLET (3 SIDES) TO PREl,(N u i L--..1.-----------,-.-j ~ ii 0 ~ "AS-BUil T" P.E. EXP. ___ _ DATE REVIE\1,£0 BY: INSPECTOR DATE AP~_VEQJL~A;1z1 ~GINEER PE. 41204 EXP 3/31/11 ~l.io D~ SCALE: 1'• 50' GRAPHIC SCALE 50 0 50 100 ( IN FEET ) 1 INCH= ~O FT f-----~~--'----l CARLSBAD Unltr'Jd s~nool 0111r1ot The High School at College & Cannon JtYJl;i\~~~,o~~8ls IAPPL # 04-110059 I Ac~~n.s __ ss __ .11 DATE DIVISION OF THE STATE ARCHITECT Increment 1 DSA Submittal Revtslons No. Description Dole 1 BACK CHECK 8 09 10 ROUGH GRADING AND DRAINAGE PLAN C3.03R Job No. 467 Date 8-24-10 Drawn by ES Checked by AK Sheet Number PD08-07 DWG 459-9A Sheet 7 of 14 130 -I f .: ooW=t::t:::t::t:-t=!=:j::::j:::t=+-+-+-+-+ __ 4_4_4_-+-+ __ -+4-+--+4t4-•---~J~• oo ---------··1 ... --+-_-.,..---+---+--;-_ -t-+ -t--;-:_:_-_-: ___ +--t-.o+_-+-__ -+-_-_~ --+---+--f-+--+--_-----_ -_--.-_ - +--t--+--1-+-t--+--+-----:-. -• ---f t --• l 70tt:t:t:tj=t=ttti:t"1ttttt:1:-t=ttttti-:-t":"ttti-:t:170 200 100 170 160 150 120 110 1+oo A-A 2+00 SECTION A-A t J SCALE: 1"=50' HORZ 1"=10' VERT --------------+--+-+-t-f-------- ---I-· - - -t - ,19 .0 . ----------- - 3+oo 1-------~ 1+oo 2+00 SECTION E-E 3+oo E-E SCALE: 1"=50' HORZ 1"=10' VERT 140 120 130 90 00 F-F 100 90 00 70 60 G-G 1+oo 2+00 8-8 SECTION 8-8 SCALE: 1"=50' HORZ 1"=10' VERT -t--+-+--+- SCALE: 1"=50' HORZ 1"=10' VERT _ EXI I __ 1GR1 'I• r- t t-+-+-tl 00 SCALE: 1"=50' HORZ 1"=10' VERT 3+oo 100 90 00 70 60 140 130 120 100 90 --i-- ' =i ~ ------ ~--f-r------- ~--+ j l ~ -+-c------ t--· _, ----- ._. -. -.. -=-+ -_-t--+--- ---- ~---- ~-- - 110 110 140 ' .. I-- 110 ---I----- 1+oo 2+00 3+oo 1+oo C-C SECTION C-C D-0 SCALE: 1"=50' HORZ 1"=10' VERT ---i-----I -+ 1 100 NT AL ~,fi{tTt ~~gl I I ---90.oo-fi 1------'FILE ---t N JJ 3t /g af o 054 -95, I E . 2-1 I-, gab ' '1 ·1'-" ~ ~----------- -- ---r --I-- - r +- --j- C -t-t::"';e__. t --_J_ __ ' r· + l --r----- r --- - t~ I---- t- -- 1+oo 1f -----I L -~ ----+-~ _--_=Jf---- --r----·f ---r ,: -~· T t-I------c -ft t---t---f'_s { - --~ ES -t-4 '--: •-_ --: i's• a -- t --e - ---t-----'""'·'"'c""-r -r---=t·~ ---r+-----. T -r-·1 ----+ - i ! l L I l --> -------------t ---r-------t --I---t-t7 r ~J:: EXJ S\\1l t-j5f5~E t- t------- ' ' 2+00 SECTION H-H SCALE: 1"=50' HORZ 1"=10' VERT SECTION 1-1 SCALE: 1"=50' HORZ 1"=10' VERT I :> pl 10 Jo 120 100 170 160 150 140 130 170 160 150 140 130 SCALE: 1"=50' HORZ 1"=10' VERT -t~t·-·: -------I----1 --t------r --------e-----i -- ' --__ J __ -)-~~=- -. - --- -----·· f--··----· a-+-- ---1--El i ----t'\.1 - 1 G\lO j'\. i A ~---•l-1 [;,'· ---' ~1 --t--- -.Pfl~r. -~ .; T lTCi -! ,fl ISHED --- ---~ I"'-1\9.65Jl -- -I ---. ---- - - j · __ ---- -----,/ ' < ++ -I --;1=: .4 .3 ;._ .fl t~:iE .. / ··-· -·+r 1f - -r· --. 1-·l ---! r--- Ll!A$T - ---e VI TI TO ,T --r~to a 01T• M-jO '·°"I --I j3L GP,OOOC ~N;T - - ----t l','!IH I':! !Tl" EQT iR~lft ---:-f,NtlN El,-Q(Jf:<IN~ --- - -r +------OfEi~A,TiqN• -+-•-t-- ' ' ' 1+oo 2+00 SECTION K-K K-K ~=t -- -- --i-------- --I --- f-J -1 --- t i - l ~--- -: --+ -- ' SCALE: 1"=50' HORZ 1''=10' VERT 2+00 SECTION 0-0 3+00 SCALE: 1"=50' HORZ 1"=10' VERT 170 160 150 140 130 PROPO~ FINISHED GRAD£ 00 - 60 ~ -+- ---t- i - - j I -+1~ 50 --I I 1+oo L-l SCALE: 1"=50' HORZ 1"=10' VERT fOR WALL SUB DRAIN LOCATION SEE DETAIL E Cl5.01R Roesling Nakamura Terada Architects 363 Fifth Ave. Suite 202 San Diego, CA 92101 619.233.1023 www.RNTarchitects.com CARLSBAD Ulllffl-0 801'1001 Dlalrtct The High School at College & Cannon c~_As __ ss __ ,, Alf ------- DIVISION OF lliE STATE ARCHITECT Increment 1 DSA Submittal Revisions No. Description Date 1 BACK CHECK 6 09 10 ROUGH GRADING SITE SECTIONS C4.02R Job No. 467 Date 8-24-10 Drown by ES Checked by AK Sheet Number PD08-07 DWG459-9A Sheet 8 of 14 fill SI.OPE C\JT-OVER-flll SLOP£ __ ...,.._ R(.hf0V( UN'SUlfA-8\.£ !il-'ll~,tr,I. IJT fA(;t SH-'-l l€ CONS TR\.ICTlD f'RIOA TO Fill PL.l.ctl.tCNl BCNO.:'.IG $HAU 8£ D{INE .,,._[N SLOP£'S ANCI..E ,S E.OUAL TO Oi1 CRU.TlR: THAN 5: 1 t.tlNIWM 8ENCrt H(l(;Jo4f S;.i.At.L BC 4 FUT ANO 1.!IN!I.IUl.t ru 'MOTH '.,i!JAl,_L t!E 9 1 tt l KEYING AND BENCHING C!J;ERAL EAR TiiWORK ANO GAAOlNG SPEClflCA TIONS STANDARD DETAILS A A KEYING AND BENCHING N. T.S. FRAME AND GRATE.---~ ~--vTAINLESS STEEL BOLTS (TYP) ASSEMBLY LOOSE FRAME P NOTCH 3" (TRAFFIC) 1 1 /2" (PEDESTRIAN) PER Pl.AN 18"x31" THIN WALL--.... KNOCKOUTS SLEDGE OUT AS REQUIRED. (TYP. 4 PLACES) C) PER PLAN PER PLAN 24" X 24" CATCH BASIN N.T.S. OUTSIDE HEIGHT OF BOX J , // '' ....._ ---[.XIS TING / / "'-._ 1~ GRQIJNO S'Jl"<f AC( ====, _,t.? / · · -.+·~:;;_::-:•:-:-:-~--~ • ·rr: · U""SIJIT,._Ot£ OlNCh1NG :::;:;-::-:-::m.: :'.:-._:·e{ 1,1.A 1lRlAL . ·. -...._-SVOO:tAlN H(."ICH SH D(TA'\. OCLCW SUBDRAIN DETAIL DETAIL Of CAN)'.QH SV®RAIH OOil,ET CANYON SUBDRAINS CD OUTLET PIPES 4• 0 NONP[RfOR" 1(0 P!Pf, ,oo· l.l.AX. oc. HORIZONTALLY, JO' MAI O C VlRT1CALL Y GtNERAL EARTiiWORK ANO GRADING SPEClflCA TIONS STANOARO DETAILS C N.T.S. I . ,s· "'"· I LOVIESf S\.IBORAlN 51-tOLllD U( SITUATCO AS LC-W "'S POSS1eu: TO AltCW $UIT,t,8l[ OUl\.U -,,,,. :-~'.;'~°!-i.iil{{:t~;~;'.;~;}}}~:'.:}:: C I-,rv .,o!H I ,t.'5 NO!lO QH GR_.,OING Pl A,-.S KEY DlPTH (15' IJIN) '2'" MIN. OVlRLAP rncY TH£ Tc,»> HOC RiNG J1(0 [VlRV (2' ~JN) G F[E.T J-CONN(CT10N FOR COl.l lCTOR PIPE TO OUTLE. f PIPE Sll80RAIN TRENCH 0£TAll SuBDR/t.JN l'lilSl_.,LLATION -subdroin colle<::lOI" p<pe :.hall be ir,stolied w,lll pedOl'otioil dc,111rn CJI. unless otherw:$• t•si¥oled by l~e ~eo(et:hnicol COf'l!lullont. Outlet pipe, stioH be non-p&fforoled pip1. The :nibdroin pipe shoM hovt ot l&-oit 8 perlOlotions unifocr'"'IJ' ~poced pet foot. Pt!W"IOtotiC)j'I Viul1 be 1/4" lo t/2'" ii driH huln ore used NI !lubdroii, pipes ~holl ho,,. o /¥Odiet1t of ot least 2~ tc.,ords ~ht o\jlltl. 'Ai3(JRAIN PIP( -Svb.Yotl'I P~I llholl tt A'STM 02751, SOR 23.~ r;;,, AS N 01527. $cl",1Hfult 40, or ASN DJOJ4, SOR 215. Sr,;hedult 40 Po!,vir.~ Chla--it!t f'los.t;c (Pvt) pipe AM 0u11,1 pipe Sholl bl p1oeed in 01 lrencn 1'10 wide thon t.11ice ltsa swbdt0in pipe. P<p1 ~hall b• in sol CJf SE >/•:,O jetted Of flooded in p1ac1 e.-upt fo, t'1e oul!.id1 5 re~ whi<;h shall be noti\4 11011 bod.fill BUTTRESS OR REPLACEMENT FILL SUBORAINS GENERAL EARTHv.oRK AND GRAOINO SPECIFlCATIONS STANDARD DETAILS D BUTRESS OR REPLACEMENT CD FILL SUBN~.~INS WIDTH PER Pl.AN 3' MIN. 5' MAX. NOTE: UPON R:£:VICW SY Td[ GCOT[OiNICAl CONSUL TANf, COMPOSITE: ORA;t,;AG( PROOUClS ~ AS MIRADRAIN OR J-DRAjN MAY fl[ U!'l'D AS AN AlTtRNATIVI" TO ~A\.'fl OR CLASS 2 PE.RMC.4.BLE MA 1£.HIAI... INST ALLA Tl ON SHOULD B£ PE.RfORf.4£0 IN ACl'OROANCE WIT:-i U.ANUf AC1\JRtJfS SPCClflCATIQNS RETAINING WALL DRAINAGE DETAIL GENER.AL EARTiiWORK AND GRADING SPECIFlCA TIONS STANDARD DETAILS E CD 7 . . RETAINING WALL DRAINAGE DETAIL N.T.S. --j 5' I I I 5' I .. I 7 " " ~ ~ " rl WIDTH PER PLAN 3' MIN. 5' MAX. DEPTH PER PLAN 12" MIN. .. T~5• 24" X 24" 5•1--CATCH BASIN PER DETAIL 8 THIS SHEET .. ~ CD TERRACE DITCH TO CATCH BASIN N.f.s. 3' DITCH 7 7 5' TRANSi TION : Of DEPTH I 12"To~ 5·! .. -j 5' TRANS. .. 7 -----EJI -...:;:: 3' WIDTH a• CURB/ HEEK WALL ,. C r- I I ... 8"CUR8 I I 24" X 24" --15•1-CATCH BASIN PER DETAIL 8 THIS SHEET C) CHEEK WALL A~~-UND CATCH BASIN Roesling Nakamura Terada Architects 363 Fifth Avo. Suilo 202 San Diego, CA 92101 619.233.1023 www.RNTarchitects.com I~ I I N ~ ... (t' " 3' 0 u i! I " I m 0 \,! w !1 5 w ~ • 0 ~i z ~ (D ~ '<' ~ !I ~ " ~-u m ~ z ~ 3' < l£ 0 ~ 0 0 N V1 u ii ,..., w n. J ~ " V1 m z IL ~-'" 0 "' < w 0 0 CARLSBAD Unlfr!il'd li.no111 DI ltrlil I The High School at College & Cannon JtYJfc:i%~l!,o~Wk~8ls /APPL# 04-110059 I AC. __ R S __ 55 ___ 11 DAlf DIVISION OF TiiE STATE ARCHITECT Increment 1 DSA Submittal Revisions No. Oescrlptton Date 1 BACK CHECK 6 09 10 Job No. ROUGH GRADING DETAILS C5.01R 467 Date 8-24-10 Drawn by ES Checked by AK Sheet Number PD08-07 DWG459-9A Sheet 9 of 14 HEADWALL 2• X 6" BOARD PROPERLY BRACED PIPE \ +- I r-,-----FILL WITH CONCRETE 2" X 6" BOARD PROPERLY BRACED BACKFILL TO 1.5 M ABOVE FL OR AS DIRECTED BY THE ENGINEER. ,r VAAQ ,r PAN BEND OUT TO FORM OPENING CUT OR BURN "-'" o,1, ""' "" TO UNPERFpRA TED SECTION OF RISER. SEE DETAIL A ~----J'----~ ~-10• SLOTS, AT QUARTER POINTS AROUND CIRCUMFERENCE, 0.8 M ROW SPACING, STAGGER ALTERNATE ROWS. CUT OR:-;---... BURN PIPE .....J.._ - ~----STANDARD 48" CMP .r--------GROUT .. EXISTING HW & PIPE (30" MAX) CONCRETE FILLET SECTION 8-8 N. T. S. 8' SEE NOTE PRIVATE STORM DRAIN SIZE ANO SLOPE PER PLANS PER P N PCC ANCHOR BLOCK 12" MIN SLRROUND RISER AND OUTLET PIPE. REINFORCE W/ 6"X6"X10 GAUGE \\ROE□ \11RE FABRIC CD CMP RISER (TEMPORARY) 4' = p 1' MIN. (TYP) PCC FILLET PER CALTRANS SID PLAN D-96 N.T.S. !I' /';.2 = 5 - ED DESIL TING BASIN (TEMPORARY) N. T.S. DETAIL A 7 -TOP BAR SAME AS POSTS, TOP VIEW SPOT WELD TO AND POSTS BOTH SIDES ~---~-trrn=n=:;;==:;;=:;;=~~f------SPOT WELD EACH POST 4 PLACES r 8" OF 48" CMP H SPOT WELD EACH POST 4 PLACES '---8" MM BAND COUPLER H=22 POSTS-70" OR 95" LENGTHS USE 2• PIPE OR l__J" X 2" X 1.75" (GALVANIZED STEEL OR ALUMINUM) FRONT VIEW DEBRIS RACK CAGE , N. T. S. FINISH GRADE 3: 1 18" LOAMY SAND SOIL MIX ED SEE LANDSCAPE DRAWINGS FOR PLANT MATERIAL. PLANT MATERIAL TO BE PLACED BETWEEN COBBLES. 4' MIN. 3: 1 FINISH GRADE 18" CLA22 2 PERMEABLE MATERIAL ~-VEGETATED SWALE NOTE: NO FILTER FABRIC IS REQUIRED. VEGETATED SWALE N.T.S SEE LANDSCAPE DRAWINGS FOR PLANT MATERIAL. PLANT MATERIAL TO BE PLACED BETWEEN COBBLES. 1----1----20' TYPICAL ____ __, FINISH GRADE FINISH GRADE 3: 1 CHECK DAM EVERY /-50'. PONDED DEPTH 6" PER SILL WALL PER SDRSD D-40 MODIFIED TO 6" HEIGHT T =18" NO SLOT. 6" DEPTH 6" PERFORATED PIPE-' 6" CLEANOUT PORTS @100' 6" STANDPIPE AT LOWPOINT 4' MIN. 3: 1 18" LOAMY SAND SOIL MIX 18" CLASS 2 PERMEABLE MATERIAL ~-BIORETENTION AREA CB BIOREJ.~~TION AREA :'.oltom m:y t·• 'Jl,ll'!Cl!:1 it th1 op1i:m ,j tho conl:-~lw, ------' P'P!: A ~OTES BRO\\' D TCH TERRACE DIT:H 1. l::ngi':uc~o riopc ot fn::d ditch ~hr, ~o 2:1 mi'li11t.,m. 2. Dv•• 1,l(ip1 down dit£her shol anp!Gy s• thicka:nd IK!ga sec:"ion tll: bolt-sl:le1 of dftch. TYPC □ l"PE D NOTE: USE 6"x6"x#10x#1D WELDED WIRE MESH INSTEAD OF STUCCO NETTING. L:G[ ND :)N PLANS P.e..-iskn Oy A,pr,,..,'Cd :ate SM DIEGO REGIONAL STA.N)>.RD DRAWING Oll!CINM. K~rc~c,,al G DRAIN~G[ DITCI ['.: TERRACE DITCH DETAIL SDRSD 0-75 TYPE D EXP. 3/31/11 Roesling Nakamura Terada Architects 363 Fifth Avo. Su~o 202 San Diego. CA 92101 619.233.1023 www.RNTarchitects.com CARLSBAD unur!td a,noot 0111r191 The High School at College & Cannon JtyJ{,i~if6',o~~1,&s I APPL I 04-110059 I Ac ___ fl s __ ss ___ 11 DATE ONISION Of TliE STATE ARCHITECT Increment 1 DSA Submittal Revlslons No. DescrlpHon Date 1 BACK CHECK 6 09 10 Job No. ROUGH GRADING DETAILS C5.02R 467 Date 8-24-10 Drawn by ES Checked by AK Sheet Number PD08-07 DWG459-9A Sheet 10 of 14 MINIMUM TRANSITION MAT COVERAGE FOR OCCASIONAL-OVERFLOW STRUCTURES SCALE 1 • :s 2' LIMITATIONS FOR OCCASIONAL OVERFLOW STRUCTURES: • MAXIMUM FLOW VELOCIJY 21 FPS. • MAXIMUM FLOW VOLUME 15 CFS/FOOT OF CI-WINEL W)Dll--1. • A SOil COVER BMP (SOO, TRI\,\ ETC.) IS REQUIRED UNDER TRANSfflON MA.TS. ·ADOITION OF TRM OVER SOD ADOS SAFETY FACTOR OF 1.5. ·ADO ADDITIONAL ANCHORS AT roe INSTALLATIONS ON LONGER SLOPES TO PROTECT AGAlNST HIGHER RUNOFF VELOCITIES. =:i0 FOR DESIGN INFORMA. TION, REFER TO ''OES)GN METI1000LOGY• DOCUMENT AVAILABLE AT www.scou~lop.com. F,NISHE.0 GR.ACE NON-COHESIVE SOILS TRANSITION MATS WATER FLOW Srt ~ l'V~., A SOIL COVER MUST BE USEO UNDER TRANSITION MATS. SOD OVER A 3 OZ. GEOTEXTILE IS HIGHLY RECOMMENDED ON SLOPES Fl.ATTER TI-IAN 10:1, ON SLOPES STEEPER TI-iAN 10;1, A COMBINATION TRMIGEOTEXTILE IS PREFERRED. SEE CONSTRUCTION SPECIFICATION DETAILS. TOE OF SLOPE - SLOPE --SLOPE OPTIMUM DISCHARGE AREA DEStGN TRANSITION MA TS 4'(MIN) --- PUSH ON Ne-WAY STOP WASHER (;,-2.5"0) = ~ TRANSITION MAT METAL SPADE: PIPE NON-COHESNE SOILS SCOURSTOP TRANSITION MAT INSTALLATION DETAILS DISCnARGE SCOURSTOP DIAMETER (CfS) WIOn-lxl.ENGTI-1 ,,. ' 4')(4' , .. 30 ◄' )( 8' , •. 75 8'x12' ... 100 12'1118' 60' 150 12' 1120' 72*• SEEDETAk.S SHORELINE PROTECTION: 000C 0 0 C 00000000000000 "1 0000000000000( 00000000000000 pooooooooooooo 1 c~ooceooooceo <)~0000000000000 ooooooooooooco 0000000000000 I ceooooc\90ooc•o "1 0000000000000 00000000000000 0~0000000000000( 00000000000000 _caoooc_ oooc TRM SOD COMBIN TION INSTALLATION DETAILS NO SCALE ---2/3MAT 1--1/3 MAT WIDTH ANCHOR CONFIGURATION FOR SLOPES STEEPER TiiAN 5:1; TRANSITION MATS OVER A MIN. 8 OZ. GEOTEXTILE TIJRF REINFORCEMENT MAT INSTALLEO OVER SOD: • TRIM INSTALLED SOO TO 1" HEIGHT. INSTALL TRM OVER INSTALLED SOD. STRETCH TRM TIGHll.V ACROSS INSTALLATION SURFACE AREA. INSTALL STAPLES AT MAX. OF 18" APARJ (450 MM). IRRIGATE SOO AS NEEDED AFTER JNSTALLATtOti TOAID IN ESTABLISHMENT OF VEGETATION. • SOO DOWNSTREAM Of MAT INSTALlATIOti AREA DOES NOT NEED TRIMMED BEFORE MAT INSTALLATION. • TO HOLD SOO JN PlACE DOWNSTREAM OF TM'S, INSTALL WIRE STAPLES AT a■ O.C. WITHIN 4" OF UPSTREAM EDGE OF S00, AND AT A RATEOf ONE STAPLE PER SQUARE FOOT STAGGERED TiiROIJGHOUT. ==-> FOR DEStGN INFORMATION, REFER TO "DESIGN METHOOOLOGY" DOCUMENT AVAH..ABLEAT www.scourstop.com. TRM AVOID "TENTING" WHERE GRASS BLADES PUSH TRM AWAY FROM ------SOIL SURFACE BY INSTAlllNG STAPLES A M.6.XIMUM OF 18" APART, ~ IF LEFT SUSPENDED MOWERS OR EROSION CAN DESTROY THE , ,,..._,.,._,,,,,,,, , .. ,,, ,.,,.,,,,.,,,, ;,,-. _.,7-,,;i;,,;:;,.;;,,, ... .,1, -- -----INSTALLATION. ,--'_ : . .::. ·_:_F -~-' '"''."':'•'':''"'-' ,:·"•:·. ·'•:,a,,J;:-,_:r,.:-.... ,,, ,,-;,,,,.,,. .. ~•'-,d,• •''·l.c,_,,·., ,,,,., ,,,,,_, ' ' ' _,' ,-' MINIMUM TRANSITION MAT COVERAGE FOR SLOPES .. OOWNSTREAM OF OUTFALL SCALE r,. 2' WATER FLOW -------- .. .· • TRANSITION MAT FOR MAT LENGTH, USE COMPUTED DISCHARGE VOLUME AND RELATE TO VOLUME IN TABLE INSTALL Ar-JCHOR STRAPS AS NEEDED TO ENSURE UNIFORM CONTACT BElvVEEN MAT ANO FINISHED GROUND SURFACE CROWN AREA AT OUTFALL TOE OF SLOPE PIPE DISCHARGE SCOURSTOP DIAMETER (CFS) WIDTHKLENGTH ,,. • 4' X 4' 2•· 30 4' X 8' 36" 75 9' JC ,2' ... 100 12' X 16' 60" ,oo 12' X 20' ,,.. SEE DETAILS REViSED 7/17/2008 SCOORSTOP TRAN9TION MAT APPIJGA TIONS A SOIL COVER MUST BE USED UNDER TRANSITION tv'IATS. SOD OVER A 3 OZ. GEO TEXTILE IS H)GHL Y RECOMMENDED ON SLOPES FLUTER TI--iAN 10:1. ON SLOPES STEEPER ll-lAN 10:1, A COMBINATION TRMIGEOTEXTk.E IS PREFERRED. SEE CONSTRUCOOti SPEClflCATION DETAltS. G) SCOUR ~~-OP MA NON-COHESIVE SOILS 1. INTENDED AS AN 8I0TECHNICAL REPLACEMENT FOR HARO ARMOR UKE ROCK RIP RAP. 2. THIS IS AN ENGINEERED SYSTEM. NON-COHESIVE SO!LS REQUIRE A SOIL CO\IER PRACTICE THAT BOTH HOLDS TI-IE SOIL PARTIQES IN PLACE AND RESTRICTS SOIL PARTICLE M0\1£MENf. THE SEMI-RIG!O TRANSITION MAT COMBINED IMTH TI-IE ANCHORING SYSTU.1 IS CRITICAL FOR SECURING THE GEOTEXTILE SOIL COVER AGAINST 11-IE SOIL. 3. CAN BE PLACED ON DOWNSTREAM OUllET SIDE OF CURB curs. OVE:RFLOW STRUCTURES, ENDS OF CONCRETE FLUMES OR PIPE FIXlURES; AS STREAM BANK ANO SHORELINE PROTECTION. 4. SCOURSTOP STANDARD SIZE IS 4 fT X 4 FT X .Ji INCHES, CONSTRUCTED TO ALLOW VEGETATION WITI-IIN MULTIPLE VOIDS rnROUGHOUT THE MAT; PROVIDING SOIL PROTECTION FOR A) TI-IE SCOUR AREA DIREC"TLY BELOW OUTFALLS 8) ANY HIGHLY EROSIVE AREA C) SHORELINE AND STREAl>A BANKS. 5. PRIMARY B£NEFITS OVER ROCK RIP RAP: UTIUZATION OF VEGETATION, LOIJ.£R INSTALLATION COSTS, EASE OF' INSTALLATION, LONG-TERM EffECTIVENESS, AESn-JETICS, SAFETY. PRtrERRED INSTALLATION SPECIFICATIONS 1. READ AND UNDERSTAND INSTALLATION GUIDE. 2. FOR EACH INSTALLATION, COMPLETE INSTALLER'S CHECKUST AND PROVIDE TO GENERAL CONTRACTOR FOR PAYMENT. 3. FOR A PIPE OUll.ET WITH NO APRON, TRANSITION MAT (TM) INSTALL DIREC1LY ABUTTING THE END Of' THE PIPE. 4. PROJECT DESIGNER SHOULD NOTE ON CONSTRUCTION DRAWINGS Tl1AT PIPE OUTLH FOOTINGS SHOULD NOT EXTEND PAST THE END Of THE PIPE. 5. WHERE EXCESS CONCRETE FROl-4 THE END SECTION FOOTINGS EXTENDS BEYOND TI-IE END SECTION, INSERT A FILLER MATERIAL {UKE A HIGH-PERFORMANCE TRM OR HEAVY GEOTEX11LE) BETWEEN TI-lE TRANSITION MAT AND THE EXCESS CONCRETE SURF'ACE TO Fill lliE AREA TOO SHALLOW (<4-INCHES) TO SUPPORT SOIL AND VEGETATION GROWlH. 6. SCOURSTOP SHALL NOT BE INSTALLED OVER BARE SOIL. OPTIONAL SOIL COVERS UNOER 11-IE TRANSITION MATS AR€ SOD, SOME TURF' REINfORCEMENT MATS (TRM'S), ANO GEOlEXTILES. 7. PER NPDES PHASE II, 1l-lE DOWNSTREAM CHANNEL (0.C.) MUST BE PROTECTED (STABLE) FOR ITS ENTIRE LENGTI-1. 11-IE DOWNSTR(AIJ CHANNEL IS PART OF' 11-IE TRANSITION MAT ENGINEERED SYSTEM. USE S00 TO PROTECT TI-IE 0.C. WHEN POSSIBLE. ON SLOPES ST£EPER THAN 10~ INSTALL A J OZ. GEOTEXTILE UNDER THE SOD TO BETTER PROTECT SOIL PARTICLES. TRU'S ARE ACCEPTABLE, HOWEVER, A GEOTEXTILE !S REQUIRED UNDER THE MAT. WHERE VEGE1"ATION IS UNUKELY, USE A MINIMU" 10 OZ. G£0TEXTILE. a. CAN BE INSTALLED AS A BUTT JOINT, OR PERMANENllY ATTACHED TO THE HARD SURFACE. 9. PRIOR TO INSTALLATION, SOIL SHALL BE GRADED AS LEVEL AND SMOOTH AS POSSIBLE F'OR CONSISTENT TRANSITION MAT CONTACT Wln-t 1l-l[ SOIL 10. REMOVE ANO REPLACE SATURATED SOILS FOR A SOI.JO BASE. TRICKLE FLOWS SHOULD BE CAPTURED 'Mffi A SUB-SURFACE DRAIN. 11. AVOID EROSIVE IMPACT CONDITIONS AT SCOUR AREA. 12. ENSURE LOCATION HAS ADEQUATE SUNLIGHT FOR HEAL1l-lY VEGETATION, ADDING GOOD SOIL JF NEEOEO; OlHERWlSE, UTILIZE THE HIGH-PERFORMANCE INSTALLATION DETAILED BELOW. 1J. USE FLEXIBLE STRAPPING VdlH O[ADMAN ANCHOR, FLAT WASHERS (>2.5 INCHES) AND ONE-WAY STOPS TO ATTACH TRANSITION MATS TO 1l-l[ SOIL A MINIMUM OF 24 INCHES. FIRMLY PULL STRAP TO SNUG TI-IE TRANSITION MAT DOWN AGAINST TI,E SOIL wm-1 THE WASHER AND ONE-WAY STOP. A J-3-J-J ANCHOR CONFIGURATION SHOULD BE ADEQUATE IN MOST CASES. PROPER ANCHORING IS CRITICAL TO PERFORMANCE. 14. RECOMMEND TRANSITlON MAT COY£RAGE OF SCOUR AREA WlOlrf MJNIMUM 3 TIMES THE PIPE DlAMETER. DISCHARGE AREA WIDTH SHOULD BE AS LEVEL AS POSSIBLE TO AVOID WATER CONCENTRATION ANO RILLING. MATS MAY NOT BE INSTALLED IN PARTIAL LENGTHS; MA'I' BE SHINGLED TO MINIMIZE ANCHORS. PREFERRED INSTALLATION SPECIFICATIONS (AV[RAGE TO MOIST ENVIRONMENT) DESIGN APPUCATION: OUTFALL DISCHARGE< 21 FEET PER SECOND ON 25" SLOPE. -UTILIZE A HYBRID TRM/GEOTEXTILE COMBINATION OVER 1HE SOIL AND OVERLAY 'NllH SUBSTANTIAL SOD: BOlH ARE SECURED TO THE SOIL v,m,i SCOURSTOP TRANSITION MATS AND RELATED ANCHORS. -ANOll-lER ACCEPTABLE METI10D IS USING A J OZ. GEOTEXTILE OVf.:RLAID ¼'Ill-I A HIGH-PERFORMANCE TRM, BOTH SECURED TO THE SOIL IMTH TRANSITION MATS AND RELATED ANCHORS. MULCH AND SEED IS HIGHLY RECOMMENDED. PREFERRED INSTALLATION SPEClflCATIONS (SEMI-ARIO ENVIRONMENT) -IN SEMI-ARIO REGIONS AND AREAS DlfflCULT TO ESTABLISH VEGETATION, UTILIZE A HIG-PERMORMANCE TRM OVER A MINIMVI\I 3 OZ. GEO TEXTILE. BOTif ARE SECURED TO THE SOIL WI~ SCOURSTOP TRANSITION MATS AND RELATED ANCHORS. MULCH AND S£EO FOR ADDITIONAL PROTECTION. PREFERRED INSTALLATION SPEClflCATIONS (STREAMBANK AND SHOROJNE; MAX. t.5H: 1V SLOPE): A 8-12 OZ. GEOTEXTILE IS Tl-iE SOil COVER PRACTICE UNDER TI-iE TRANSITION MATS WHICH ARE GENERALLY INSTALLED 3 FT BELOW ANO MINIMU~ 6 INCHES ABOVE 1l-lE NORMAL WATER LEVEL INSTALLATION REQUIRES OlffERENT ANCHOR CONFIGURATION ANO DEPTH. SEE DETAILS. .taaa-> FOR DESIGN INFORMATION. REFER TO ~DESIGN METI-IODOLOC,',.-DOCUMENT AVAILABLE AT www.scourstop.com. REVISED 7/17/2008 -213MAT WIDTH TRANSITION MATS --1/3 MA.T WIDTH f------------------- MIN 4' OF TM/ 10' OF SLOPE LENGTH 2D' WIDTH 1----------------- MIN 4' OF TM J 10' OF SLOPE LENGTH GRADE Sl\itOOTH TRANSITION FROM STEEP TO FLAT SlOPE AREAS TOE OF SLOPE INSTALLATION SCALE ra 1' I I I I I I I I I I STAPLE SOD EVERY 10 INCHES WITI-IIN 4 INCHES OF LEAOJOO EDGE ANO RANDOMLY ll-lROUGHOUT STAPLED SOD DETAILS NO SCALE ADD EXTRA ANCHORS F NECESSARY TO ENSURE CONSISTENT CONTACT WITH SOIL, OR IMPROVE SOIL SURFACE SMOOTHNESS. OUTFALL 1 .q.. 2NOOR3RD HOLE FROM EDGE .q.. OVERLAP MATS TO MINIMIZE ANCHOR REQUIREMENTS PARAl..l.EL RE\ASED 7 /17 /08 BIJTT JOINT OR OVERI.AP USING HEAVY TAP SCREWS D-34 HEADWALL AT STORM DRAIN OUTLETS -SCOURSTOP EDGE Of HARD SURFACE ADJACENT SOILS SHOULD BE GRADED SO SURFACE OF MAT EVEN WITH TOP Of SURF ACE AFTER INSTALtA TION. /SCOt.JRSTOP POSITION ANCHORS TO SECURE SCOURSTOP MATS FLUSH WITH SOL SURFACE. MINIMIZE G/\PS OR BRIDGING. ANClfOR REQUIREMENTS': ~ MINIMUM OF 12ANCHORS INCLUDING OVERLAP ROW *TO ACl-1JEVE CONSISTENT CONTACT WITH THE SOil, EXCEED THE MINIMUM ANCHOR REQUIREMENT AT INSTALLATION. ATTACH MAT TO FIRM SOL WITH A"ICHOR USING FLEXIBLE STRAP AffD PUSH ON QNE.,WAY STOP {INSTALL UP TO 38" DEEP, )f' NEEDED TO REACrt FIRM SOil) TURF REINFORCING MAT ,__ ______ 4.0' ______ __, ,__ __________ 6.0' -------------< ED HEADWA:~~ SCOURSTOP NOTE: THIS IS A TYPICAL EXAMPLE OF 4'x4'x0.5' SCOURSTOP WITH 6'x8' OF TURF REINFORCING MAT. INSTALL PER NON-COHESIVE SOILS SPECIFICATION (SEMI-ARIO ENVIRONMENT) ACTUAL SIZES PER PLAN. VA Kl E. 41204 EXP. 3/31/11 (/ /0 DAE • ~ < a -( • < 0 • ~ < • ~ Roesling Nakamura Terada Architects 363 Fifth Ava. Suite 202 San Diego, CA 92101 519.233.1023 www.RNTarchitects.com I~ I I N ~ " °' r---"' 0 0 ii I >' m 0 ~ 11 " w ~ ◄ 0 ~i z ~ m u .,, " 0 ~ Ii ~ >' ~I 'l m ~ le < m~ 0 ~ 0 5 N l/) u ii "' w CL J ~ >' l/) m ii z IL ~ ~ < w 0 0 CARLSBAD UnlffO<J S<:IHIOI DlllrlOt The High School at College & Cannon amt?o;tf~,ai~t~&s I APPL # 04-110059 I Ac"--_...,n.s __ ss ___ " DATE DIVISION OF THE STATE ARCHITECT Increment 1 DSA Submittal Revisions No. Description Date 1 BACK CHECK 5 09 10 Job No . ROUGH GRADING DETAILS C5.03R 467 Dafe 8-24-10 Drawn by ES Checked by AK Sheet Number PD08-07 DWG 459-9A Sheet 11 of 14 .. - -t-+--t-t-+- ~>----+---+-l-+-~-4--+-+-+- 10+00 11+00 12+00 20+00 21+00 22+00 23+00 24+00 RETAINING WALL 'A' RETAINING WALL 181 SCALE: HORIZONTAL: 1• = 50' SCALE: HORIZONTAL: 1• = 50' VERTICAL: 1• = 10' VERTICAL: 1• = 10' : I I 25+00 26+00 fG @ TW TW fG@ BW WALL DRAIN IE= 1F t,25 TOP OF FOOTING (TF) TYPICAL WALL SECTION ANNOTATIONS N.T.S STATIONING ON LENGTii OF WALL AT INSIDE rACE or SOIL RETAINED SEE STIRUCTIJRAL SHEETS S-1 TO s-7 roR WALL roonNGS ANO CONSTIRUCTION DETAILS WALL BACKFlLL AND DRAIN PER GEOTECH AS SEEN IN DETAIL E ON SHEET C5.01 IN CASE OF DISCREPANCY BETWEEN PLAN/PROFlLE. 810 GREATER/HIGHER or TWO >-1-+--+-1-+-+-+,-+-+-1-t--+-+--+,o-J1+-o TA s,OF . . ~r-+-+-+-1--+--'c--+--+-->-+--+ -I --+- 1 ! -+-Ir .. 1-.. -.+-+-_+.-+-1--+-+-+·-+-·-+-+-+--+--+-. --,+--+I-+---.1-·-+-,r+--+-t--+--+--·+J-.... +--+-+-+-+-'! -t--t--t--t--1>-+-+-+ -I ,-l-l-1 f ~ 1 : --1, ---l--1---+--+-+-~ --->--+-+-1-'-+-.>--+-+- . ~ w·-SC oi'f I I : ' ! i ! 16-.. 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I +-! i i 1 1 i --+--t--t-+-->--t-J--t--t-t--t--+--+-+--•-+-r~+-o--t-t-+---t-'-----·--i------··----..• ~.1---·-->--1---~-1---------~--t--+--+----t- ' . 1,.,,.,-.--.• [&,\,I ~ _'!_., 70 l--=:~~t-~+~1--::: ...... ,:-...... --..... -..... --~:--I-· r ..... t.....:,.· ==~=:~....,-+~·· 1--1----..---1--+-_l-_,+-__ +-_+-___ +-~+-+--+-+-+-+--+-+-+-+-+_-+_-+,~~_:.;;,.... .. ::I--+-. _+--· +-+-+l ~~ ----~ I~;---r--~ ------l----. I - -r-~ I f ~ !1.rJi __ l ---@~--l~-r LZ1 I --------,__ --r------~~ --II ~-~~1-1 ~-e+--.+-+-t---if--+-----,--t--+-t-t-----i-h-1-"TT---i J-,-rt-+-, +-i +--+--~-::_,_~·+-·-,__-_.., _____ t_Ll_t-+--+--11 t--+--i "i 1-t--t--t--f--+-I --11 I I I I. I +-h-L 11-1 I I !t--+-+-•-~t--+-+--+--i' .+->---l--1---l--+-t--+-+--+-+- 60 30+00 31+00 32+00 33+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 RETAINING WALL 'C' 0 ~ • ·(f"_.C'l'",S .. ' ' 0 , . • ~ . ~-~ ') ,:,J "",.., ... "'t-' Roesling Nakamura Terada Architects 363 Fifth Ave, Suite 202 San Diego, CA 92101 619.233, 1023 www.RNTarchitects.com CARLSBAD Unlfr.cl !i:l'IOOI Dl1lrlot The High School at College & Cannon JtYc?o?kif~,oi~wt~&s I APPL # 04-110059 I AC~_,n s_ss __ 11 DA TE ------- ONISION Of THE STATE ARCHITECT Increment 1 DSA Submittal RevTsJons No. DescrlpHon Dal• 1 BACK CHECK 6 09 10 ROUGH GRADING WALL PROFILES C4.01R Job No. 467 Date 8-24-10 Drawn by ES Checked by AK RET AININQ WALL 'D' ~---------------~ Sheef Number SCALE: HORIZONTAL: 1• ; 50' VERTICAL: 1• = 10' SCALE: HORIZONTAL: 1" = 50' VERTICAL: 1• ; 10' FOR REFERENCE ONLY RETAINING WALLS TO BE CONSTRUCTED PER SEPARATE PERMI~ PD0B-07 DWG459-9A Sheet 12 of 14 .... , .... ... Memo of Understanding Al.r11,uwt.lUOOI VfAb~A»l~SllpcrintaMefll. CU9D Clfiot Tb& C1uh~d Umtkd School OtMcl acl.,u,iwl1;dp,. ~IC n:quifi:JD(d. to h,:-p lbt fire fuca Ga the Ui~ Sehwf~ Co!kp and Connon cll.'iS l:L .:ibslruak,QJ ft allow l'irt buc.:k an!l~me,~ ,,~iclf :lei'~ Odf6 lh. :t.:huYI \:ilIJlp!.& The him: WI! ide:itiric-d {JI. ~L:ad~ ua die atUC'kd Jri:.wfna TI .1 JMrl&tl 1 .App10\d as Si.iifru:W" bJ d,t f'..arl~~• raa Department on J\ine 17. 2001. Walia Frcemo, C1uhl>ad Ull;ticl Scho'11 Oi~lda GENERAL NOTES 1. FIRE FLOW REQUIREMENT -2500 GPM FOR 4 HOURS AT 20 PSI 2. ALL GATES WITI-llN THE FIRE TRUCK ACCESS ROUTE SHALL BE EQUIPPED WITH A KNOX PADLOCK. 3. ALL BLDGS SHALL HAVE SIGNAGE VISIBLE FROM 1HE FIRE TRUCK ACCESS ROUTE -12• TALL LEGEND :a: 0 FIRE TRUCK ACCESS ROUTE - 24' CONSTANT WIOTil, W/ 28' INSIDE RADIUS, TYP. -UNLESS OTHERWISE NOTED ON THE PLAN PROPERTY LINE FIRE HYDRANT POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION FIRE RISER ROOM LOCATION FIRE HOSE LENGTH KEYNOTES [TI KNOX BOX FIRE. HYDRANT & AC_CESS PLAN NORTH SCALE: 1 • =-100' Roesling Nakamura Terada Architects 363 F,flll Ave. Suite 202 San Olego, CA 92101 619.2311023 VIINW.RNT architects. com ~9 A" I U!OE -J 00 C 'D!87 ·• 1t CARLSBAD vn1m,c, i~llOOI IJI01rl'.11 The High School at College & Cannon , \\JNJl!)Cfl_lq~ Vf lECT 1Kf" !l""RtctiCI Jkil Rl'IClS I Af'PL , ----------1 AlE --------- DNISIOlta' M STAT! ARCHITECT Jncrement2 DSA Submittal Ktvl~n• Mo. Oes<.rTptlon FIRE HYDRANT & ACCESS PLAN Job No. 467 Oo!e 02-03-10 O,ownby Checked by crn Sheet Number T·1.2 Roesling Nakamura Terada Architects 363 Fifth Ave. Suite 202 San Diego, CA 92101 619.233.1023 www.RNTarchitects.com "'"<(o ~"'/,,. 0 '" _IJ ALP_ HJ. ROESLING\<.' ._, NO. C 10987 1-' I <I'~ REN. 2-28-11 !,__;! "'<> ~~ or,, GA1f: ' tt CARLSBAD Vnltrt<l 8<:11001 011trlot The High School at College & Cannon IDEN TiFICA !ION STAMP DIV. OF THE STA IE ARCHITECT OFFICE Of REGULATION SERVICES I APPL # ----------I AC. ___ FLS _____ ss --- DATE DIVISION OF THE STATE ARCHITECT Increment 2 DSA Submittal Revisions No. Cesc:rlptlon Date FIRE HYDRANT & ACCESS PLAN Job No. Dote Drown by 467 02-03-10 Checked by CTH I-----'-----"' Sheet Number T·1.2 Sheet (3 of /4-- ' \ ' ' \ ' ' \ ' \ ' \ ' ' \ \ ' ' \ ' ' \ ' ' \ ' ' \ ' . \ . ' I ' • \ . . I ' . \ ' ' \ . ' \ ' . \ . . \ . \ . . \ . ' \ . . I . . \ ' . I . . I . . \ . ' I \ , I / / TENNIS DISCUS ASKETBAL BASEBALL SOFTBALL . \ ,,,. \ I ' '--~----,-,, l -TuL. ---------·--__ J '-----~ • BLDG 4 • L_ __ J • • .·"'\ / . _,,,.· \ __ ,,,· \ ,/ \ __ ,,,· _./ \ _,,, .. / \ ,/ .\ ,/ \, STADIUM FUTURE--- CLASSROOM (N.I.C.) \ cR \ \ \ . \ \ \ PAl\t<ING LOT D \ \ \ A/) .. \ \, \ -~~Pl!Of' ~ ~ 0 =PARKIN&o LOT B \ \ -~ i I I I I \ I I I I I I , I I I \ . \ \ \ \ \ \ \ \ ~ I '----.) ~'t===a...t--,,. _ _j I I 0 0 0 ft ~--'--------0---· ,~=====~--. ♦ ... . . . BLDG.8 .... PARKING LOT A ~, \ \ \ \ \ . \ \ •, \ \ \ \ -----. /-··· --------... _ _/ . .\ • \ \ \ . . \ \ \ \ \ \ \ . .> _./ ' ' --------·-·-··---------------------·---~ GENERAL NOTES LEGEND -··-··-··- ---0------0-- PROPERTY LINE LINE OF PERIMETER CHAIN LINK FENCE = OVERALL SITE PLAN NORTH SCALE: 1" = 1 oo· Roesling Nakamura Terada Architects 363 Fifth Ave. Suite 202 San Diego, CA 92101 619.233.1023 www.RNTarchitects.com /~oAR~iy ~"~~/;-. I.;✓/ '\~ ,U RALPH cl ROESLl~G\)<.") .J NO C 10987 -1 <l' :,: -;. REN 2-18-11ij-~ ,,..~ _/26,(/ ~ or, C,/", 1...1'</ tt CARLSBAD U~lfftd s~nool 0111rtot The High School at College & Cannon IDENTIFICATION.STAMP _ , DIV OF THE STATE ARCHITEC I OFFICE OF REGULATION SERVICES, I APPL # ----------1 AC. __ FLS __ ss -- DATE DIVISION OF lrlE STA TE ARCHITECT Increment 1 i ~ DSA Submittal zf-c-...~-----0 Revisions No. DescrlpHon Date w 1--+----+--o 1--t-----+---z 1--+----+--w 1--..L_---~--...., a: w LI. w a: OVERALL SITE PLAN Cl: l-------4-:-:6c:::7:---o JobNo. ~------LI. e-D_a_te ____ 1...c2_-0_9_-09_ Drawn by Checked by CTH Sheet Number AS·1.0 Sheet 14 of 14