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HomeMy WebLinkAboutDWG 457-9G; PD 08-06; CHS-MODERNIZATION PHASE 5 SPORTS FIELDS; 01-16GRADING NOTES (IN ADDITION TO TI-IE REQUIREMENTS OF CHAPTER 15.16 OF TI-IE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREWOUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON TH/$ SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT lESSEN OR WAIVE ANY PORTTON OF THE CARLSBAD MUNICIPAL COO£, RESOLUTTON OF CONDITTONAL APPROVAL. CITY STANDARDS OR OTHER AOOITTONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REWSE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORRECTTON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTTON. ALL PLAN REWSIONS 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 PUBUC RIGHT OF WAY. PRIOR ro PERMIT ISSUANCE, A cmnFICA TE OF INSURANCE AS l',£l.L AS ADDITTONAL INSURED ENDORSEMENT MUST BE FILfD NAMING THE Cl TY OF CARLSBAD AS AN ADDJnONAL INSURED ON 1HE PERMITTEE'S POUCY IN 1HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABIUTY. THE INSURANCE COMPANY Wl?JnNG TI-/E POLICY MUST HA VE A RA TING OF • A-. OR BETTffi AND A SIZE CATEGORY OF CLAS$ vnOR BETTER AS ESTABUSHED BY 'BESTS' KEY RA TING GU/D£. 5. UNLESS EXEMPTED BY S£CTTON 301.(b)5 OF THE UNIFORM BUILDING COO£, R£TAINING WALLS OUTS/D£ OF PUBLIC RIGHT OF WAY REQUIR£ S£PARA T£ P£RMITS FROM TH£ BUILDING DEPARTMENT. 6. NO WORK SHALL B£ COMMENC£0 UNTIL ALL PERMITS HAVE B££N OBTAINED FROM 1HE CITY ANO OTHER APPROPRIA T£ AGENCl£S. 7. APPROVAL OF TH£SE PLANS BY THE CITY £NG/NEER 00£S NOT AUTHORIZ£ ANY WORK OR GRADING TO BE PERFORMED UNTTL THE PROPERTY OW/>JER'S PERMISSION HAS BE£N OBTAINED ANO A VALID GRADING PERMIT HAS B£EN ,ssum. 8. NO REWSIONS WILL B£ MAO£ TO THESE PLANS WlTHOUT TH£ Wl?ITTEN APPROVAL OF 1HE CITY ENGINEER, NOTED Wl1HIN 1HE REWSION BLOCK, ON 1HE APPROPRIA T£ SHEET OF THE PLANS AND THE TTTLE SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPER TY OF 1HE CJ TY UPON BEING SIGNW BY 1H£ CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE R£WSEO TO REFLECT AS-BUILT CONDITTONS BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 1HE WORK BY THE CITY. 11. ACCESS FOR FIR£ AND OTHER £MERGENCY VEHICLES SHALL BE MAINTAINED TO 1HE PROJECT SIT£ AT ALL TIMES OUR/NG CONSTRUCTTON. 12. WHERE TRENCHES ARE WlTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACnON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 1HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO 1H£ CITY ENGINEERING INSPECTOR Wl1HIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPACTION REPORT AND COMPUANCE VER/FICA noN REGARDING ADHERENCE TO RECOMMENDATIONS OUTIJNED IN THE SOILS REPORT IS REQUIRED PRIOR ro 1HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE 0/RECTTON OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE F/£1.D OF APPLIED SOILS MECHANICS. ALL FILL OR FU1URE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WlTH THE CITY OF C~LSBAO STANDARD SPECIF/CA noNS ANO THE • EARTHWORK SPECIF/CATIONS • . ATTACHED TO 1H£ PRELIMINARY SOILS INVESTTGA noN. DAILY FIELD COMPACTTON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUC770N MffTING SHAii Bf HFIQ AT THE S/Tf PRIOR TO THE R[GINNJNG OF \\ORK ANQ SHAii Bf ATlfNQFO BY All RFPRF$FNTAll\£S RESPONSIBLE FOR CONSTRUCTTON. INSPECTION, SUPERWSION, TESTING AND ALL OTHER ASP[CIS OF THE \\ORK. n-if CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTTON LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTTNG CONSTRUCTTON. THE CONTRACTOR WILL !HEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORO/NA TE A DAT£ AND TTME FOR 1HE PRECONSTRUCTTON MEETTNG. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPFCDQN REQUESTS 077-IFR THAN FOR PR£CQNSTRl/Cl70N MEETING WILL Bf MAQF BY CAIi ING llif FNGINFFRING 24 HOUR INSPFC770N R[OIJ[ST LINF AT (760) 4J8-J891. INSPECTION REQUEST MUST BE RECEIVED PRIOR ro 2:00 P.M. ON THE DAY BEFOR£ THE INSPECTION IS NEEDED. INSPECTTONS WILL BE MADE !HE NEXT WORK DAY UNLESS YOU REQUEST 0/HERWISE REQUESTS MAD£ AFTER 2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. 1HE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONIRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALIH STANDARDS, LAWS AND REGULATIONS. 17. TH£ CONIRACTOR SHALL CONFORM TO LABOR CODE SECTTON 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING !HE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROWS/CNS TO 8£ MADE OF WORKER PROTEC110N FROM THE HAZARD OF CA \I/NG GROUND DURING THE EXCAVA noN OF SUCH TRENCH OR IRENCHES OR DURING THE PIPE INSTALLA noN !HEREIN. THIS PLAN MUST BE PREPARED FOR ALL IRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY !HE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA noN. If THE Pl AN VARl[S FROM 77-IF SHORING S)'.SllJI STANDARDS ESTABLISHED BY THE CONSTRUCTTON SAFETY ORDERS. 11TLE 8 CAUFORNIA ADMINISIRA TIVE COO£. 1HE PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT 1HE CONIRACTORS EXPENSf. A COPY OF THE OSHA EXCAVA noN PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATTON. 18. NO BLASTTNG SHALL BE PERFORMED UNTIL A VALID BLASTTNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA noN FOR BLASTING PERMIT >lf"LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA nONs. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSIRUCTTON, OPERA noNS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY 1H£ CITY ENGINEER. OPERATTONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED Wl?ITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON !HE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPAR1VRE OR OPERATION OF TRUCKS, EARTHMOWNG EQUIPMENT, CONSTRUCTTON EQUIPMENT AND ANY 01HER ASSOC1A TED GRADING EQUIPMENT SHALL BE LIMITED TO 1HE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EAR1HMOWNG OR GRADING OPERA TTONS SHALL BE CONDUCTED ON >lf"EKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT 1HE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY 1HE CONIRACTOR TO 1HE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8£ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONIRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 71-IE HAUL ROUTES OR ADJACENT SIREETS AS A RESULT OF 1H£ GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO /REES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON 1HE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONO/NG OF WATER IS NOT PERMITTED. ALL EAR1HEN SWALES AND DITCHES SHALL HAV£ A MINIMUM ONE PERCENT SLOPE. 25. !HES£ PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONIROL SHALL BE AS SHOWN AND AS APPROVED BY !HE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE /RIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTTON. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDJnON. ALL STONES, ROOTS OR 01HER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROV£D OF BY 1HE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA JED, STABILIZED. PLAN7ED AND/OR HYDROSEEDED Wl!HIN TEN (to) DAYS OF !HE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON 1HE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLAN$ FOR THIS PROJECT, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OW/o/ER/APPUCANT SHALL INSURE 1HAT ALL CONIRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WlTH 1HAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA noN PLANS AND !HE IMPROVEMENT PLANS AS REQUIRED FOR IHI$ WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP£ Wl1H A MINIMUM 0-LOAD OF 1,350. FOR PR/VAT£ STORM DRAIN PIPES, UP TO 15' PVC MAY BE UTILIZED PROWOED DEP1H IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR J5 SOLID WALL PIPE JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF 1HE GRADING OPERATION, IT SHALL BE REMOVED WlTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED Wl1H PROPERLY COMPACTED SOILS. IN 01HER AREAS THE PIPE WILL BE PLUGGED Wl1H CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. 32. THE CONIRACTOR SHALL VERIFY THE LOCA TTON OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REWSION OF THE GRADING PLANS IF IT IS FOUND THAT 1HE AC1UAL LOCA noNS ARE IN CONFLICT Wl1H THE PROPOSED WORK. 3J. 1HE CONIRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (S££ BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK Wl1H A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(SIREETS & STORM DRAIN) 'CITY OF CARLSBAD(SE>lf"R, WATER & RECLAIMED WATER) 'SAN DIEGUITO WATER DISIRICT '!.EUCADIA WASTEWATER DISIRICT "VALLEC/TOS WATER 0/SIRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISIRICT *AS APPROPRIA T£ 34. PERMIT COMPLIANCE REQUIREMENTS: (800~422-41JJ ( 800 660-7343 (800 892-0123 (760)438-7741 (760)806-9809 (760 434-2980 (760 438-2722 (760 633-2650 (760 753-0155 (760 744-0460 (760 753-6466 (760 726-1340 A. FOR CON/ROLLED GRADING -THE APPUCANT HIRES A C/WL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADWCE, OBS£RV£ AND CONIROL 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 ro THE CITY ENGINEER \IIA 1HE PROJECT INSPECTOR {15.16.120 A. 10/ CARLSBAD MUNICIPAL COO£: (1) FINAL REPORT BY SUPERWSING GRADING ENGINEER STA 11NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTiNG AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY COO£ AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTffi FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUit T GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACJnES, A STATEMENT AS TO !HE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE Wl1H THE REQUIREMENTS AND RECOMMENDA noNS 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 1HIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER 1H£ CITY ENGINEER'S APPROVAL. THES£ PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT 11TL£D PRELIMINARY GEOTECHNICAL INVESTiGA TION, PROPOSED IMPROVEMENTS TO CARLSBAD HIGH SCHOOL (PHASE 5) PREPARED BY CONSIRUCTTON TESTING & ENGINEERING. INC. ON FEBRUARY 29. 2012 , SHALL BE CONSIDERED AS A PART OF 1HIS GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE WITH THE RECOMMENDA noNS AND SPECIF/CA nONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 1HA T HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 1HE PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT Wl1H CURRENT STANDARDS. I UNDERSTAND !HAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATTONS BY 1HE CITY OF CARLSBAD DOES NOT REL/EV£ ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CORNERSTONE ENGINEERING, INC. ADDRESS: 717 PIER WEW WAY CJTY. STA TE: OCEANSIDE, CA. 92054 TELEP~~NE: 760-722-3495 BY: I) . , .· tJJ, . ~ ~ ~ G. WHITTEN JR. ' DA TE: _ _,7.=--"12ec-::.<1~2_, R.C.£. NO.: 48834 REGIS/RA noN EXP/RATION DAT£: _...,6~-=-3~0--'1~4 ____ _ SOILS ENGINEER'S CERTIFICATE /, DANIEL T. MA 1H , A REGISTERED (GEO TECHNICAL) ENGINEER OF TI-IE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TI-IE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY TI-IA T A SAMPLING ANO S1UDY OF n-1£ SOIL CONDITIONS PR£VALENT Wln-1/N n-11S SITE WAS MAO£ BY CONSTRUCTION TESTING & ENGINEERING, INC. BETWEEN TI-IE DA TES OF DECEMBER 20. 2011 AND JANUARY 04, 2012 • TWO COPIES OF n-1£ SOILS REPORT COMPILED FROM n-1/S S1UOY. Wl1H MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO n-1£ OFFICE OF TI-IE CITY ENGINEER. I HA VE REV/£WEO n-lESE DOCUMENTS AND GENERALLY AGREE Win-I TI-IE CONCLUSIONS AND RECOMMENDA~ON SENTED IN n-lESE DOCUMENTS. ,;;,?--o\'.'£SSIO,V...;i ,!<,~ .. c T " ~.,,Q SIGNED: ,9 ,.,,,, ~J-. %, '-? ~ 1-~ c3 o N.o, 2665 ;o G.E. NO.: ~2r6°"6.,,_5 _________ _ DATE: 7/1-0/1''2. ~ E)(,P, 12/31/1:i If, Q v""' ::s o>,,.... ~o... u..~' /L~ -f;,, , Ee\' o" C OF cp..\.\'( LICENSE £XPIRA TION DA TE: 12-31-12 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVIS£ OVER-ALL GRADING ACTIVITY AND ADVISE ON TI-/£ COMPACTION AND STABILITY OF n-1/S SITE. A , ?st: ~ ,-:.1/~~-=-c------,-,......,-,.,.-..i..:.....=t-.:....' ~~-- ERIK REUTER, C D DIRECTOR OF CONSTRUCTION DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAMETRICS WITH Flaa SURVEY AUGMENTATTON METHODS FROM INFORMATTON GATHERED BY KENNY AERIAL IN (2004). CORNERSTONE ENGINEER/NG 2007-2008 & 2011. TOPOGRAPHY SHOWN HEREON CONFORMS ro NATIONAL MAP ACCURACY STANDARDS. EROSION CONTROL NOTES I. IN CASE EM£RGENCY WORK IS REQUIRED, CONTACT ERIK REUTER AT 760-JJl-5005 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TTMES DURING 1HE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVEN1£NT LOCATIONS TO FACILITATE RAPID CONS1RUC110N OF TEMPORARY 0£VICES WHEN RAIN IS EMINENT. 3. DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED Wl!HOUT !HE APPROVAL OF THE ENGINEERING INSPECTOR. 4. 1H£ CONIRACTOR SHALL RESTORE ALL EROSION CONIROL DEWCES TO WORKING ORDER TO THE SATTSFACTTON OF 1HE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONIRACTOR SHALL INSTALL AODITTONAL EROSION CONIROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TD UNCOMPLETED GRADING OPERA noNS OR UNFORES£EN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONIRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLJC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONIROL MEASURES PROWDED PER TH£ APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND 1H£ PROJECT PERIMETER MUST ORAIN AWAY FROM !HE FACE OF SLOPE AT 1HE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTTVE DEWCES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN 1H£ FIVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WlTH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NA noN OF HYDROS£illED SLOPES FAIL TO PROWDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, 1H£ SLOPES SHALL BE STABILIZED BY PUNCH SIRAW INSTALLED IN ACCORDANCE WIJH SECTTON J5.02J OF THE EROSION AND SEDIMENT CONIROL HANDBOOK OF 1HE DEPARTM£NT OF CONSERVA noN, STAT£ OF CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONIROL PLANTING AND /RR/GA noN SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTTON 212 OF THE STANDARD SPECIF/CA TTONS AND THE FOLLOWING: A H YDROS£EDING SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTTCAL) OR STEEPER WHEN THEY ARE: a. n-lREE FEET OR MOR£ IN HEIGHT AND ADJACENT TO A PUBUC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER 1HAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTTON OR GENERAL LANDSCAPING) WlTHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY !HE PARKS AND RECREATTON DIRECTOR AS HIGHLY WSIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTTFIED BY 1HE CITY ENGINEER THAT WARRANTS IMMEDIA T£ TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WlTH THE FOLLOWING CRITERIA: I. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERSj/-lOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITA noN SPRINKLER HEADS PROWDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTTONAL SYSTEM OF LOW PREC/PITA noN SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ /RR/GA TED AS APPROVED BY 1HE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROWDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING 1HE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOIS1UR£ LEVEL OF THE SOIL AT THE OPTTMUM LEVEL FOR THE GROWTH OF THE H YDROS£EDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF 1HE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS !HAN: a. 20 lbs. PER ACRE OF ROSE CJ.OVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOI..IA e. 3 lb~. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/~ lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d.e, AND f OF 1HIS SUBS£CTION MAY BE OMITTED ON CITY OF OCEANSIDE 711 PROJECT SITE CITY OF VISTA PACIFI OCEA CITY OF ENCINITAS LIMITS 0 PROJECT- YICINITY N.T.S. KEY MAP SCALE: 1 ";,f.00' PROJECT LOCATION MAP ~ ~ ~ ('"\ '!;,. THIS PROJECT IS LOCATED Wl1HIN APN(S): 205-140-25 BASSWOOD AVENUE, VALLEY SIREET AND CHESJNUT AVENUE THE CAUFORNIA COGRD/NA T£ INDEX OF 1HIS PROJECT IS N 2004000 £ _,,6:,23,,,000"'-"'0"------------ LEGAL DESCRIPTION BEING A PORTION OF PARCEL '8' AS DESCR/Bill IN LOT LINE ADJUSTMENT 09-0J FOR A CERT/FICA TE OF COMPLIANCE RECORDED AS DOCUMENT NO. 2009-0397885 IN THE omcE OF COUNTY RECORDER OF SAN DIEGO COUNTY ON JULY 20, 2009 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONS/RUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FAG/UT/ES, EROSION CONTROL FACIUTIES, AND PLANTTNG OF PERMANENT LANDSCAPING AND PREPARA DON OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON !HIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CJTEO ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSIRUCTTON, AS DIRECTED BY !HE CITY ENGINEER. I. CARLSBAD MUNICIPAL COO£ 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. N/A DATED,_~N/,,_A __ 5. THE STANDARD SPECIF/CA TTONS FOR PUBLIC WORKS CONS/RUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA noNS BY CONSTRUCTTON TESTTNG & ENGINEERING. INC DATED 2/29/12 7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CAUFORNIA COASTALCOMM/SS/ON DEV£LOPMENT PERMIT CONDITIONS DATED NfA.. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED N/A 10. STORM WATER POLLUTTON PREVENTTON PLAN jSW09-IOJ (AMENDMENT 07) PREPARED BY CORNERSTONE ENGINEER/NG, INC. UPDATED 04/06[!_2 "°ID NO. 9 J7C 3516JJ 11. STORM WATER MANAGEMENT PLAN (ADDENDUM REPORT) PREPARED BY CORNERSTONE ENGINEER/NG. INC. UPDATED 04/0J/12 SI\MP NO. 12-10 12. CALIFORNIA STORM WATER QUAUTY ASSOCJA noN BMP CONSTRUCTION HANDBOOK AND CAL /RANS CONS/RUCTION SIT£ BMP MANUAL LEGEND DESCRIPTION *DWG. NO. SYMBOL RIGHT OF WAY UNE .. . SIREET CENTERUNE .................... . 6" CURB (CURB ONLY) ............ G-1** .................. . CONCRETE SIDEWALK .......... G-7, G-9, G-10•• .......... I 111111 IDA! CONCRETE DRIVEWAY . . . ....... G-14A** EXISTING CURB INLET ......................................... . EXISTING WATER LINE .. . EXISTING STORM DRAIN ...................................... . EXISTTNG "PR/VA TE" STORM DRAIN ... . IRUNCA TED DOMES . . . . . . . . . . . . . G-JO, G-J2,. · ..... · · · · · · ADA PEDESTRIAN ROUT£....... . . . .. PROPOSW STORM DRAIN .................................... . (SIZE AND TYPE SHO'MI ON PLANS) \;i.__.,,j) 0000 0000 0000 --------so--- PROPOS£0 SD MANHOLE ···········SM-01*~ ............... · 1cq1 Pcc UNDERWALK DRAIN... o-27r 0 _25••............. . · I@[ ~ I J'R/VATE" PRECAST CATCH BASIN.)..... --so1--..iffi1l1111 (SIZE AND TYPE SHOWN ON PLANS W;II QUANTITY 570 L.F. 1870 S.F. 577 L.F. I EA J £A 9 EA PCC BROW DITCH (SIZE SHOWN ON PLANS). . 0-75**... . . . 328 LF GRADE BREAK ................................................. -------- PROPOSED 2: I (MAX) CUT SLOPE II EXISTTNG SLOPE ................... . 1 1 DIRECTION OF DRAINAGE. . . . . . . . . . . . . . . PROPOSED RETAINING WALL. ........... C-2•• .. (UNLESS 0/HERWISE NOTED ON PLANS) -------- PROPOSED RETAINING WALL ........... C-9*'· ..... . EXISTING RETAINING WALL.......... . . . . . . . . . . . . . . . . . . . -c::.,o-= -c::::..• • STANDARD PLANS PER CITY STANDARDS UNLESS 01HERWIS£ NOTED '* SDRSD (SAN DIEGO REGIONAL STANDARD DRAWING) 297 LF 285 LF LOCA noNS WHERE 1HE AREA BEING HYDROSEWED IS NOT VISIBLE FROM EITHER A PUBLIC SIREET OR RESIDENTTAL SIRUC1URES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WlTH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING EARTHWORK QUANTITIES ABBREVIATIONS REQUlt<ED Tt<EA fMENT CON IROL BMP f.A □I i: 2. OR BROADCASTTNG BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE IRANSPOR TED TO THE JOBS/ T£ IN UNOPENED CONTAINERS WIIH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL1URE CERTTFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC >lf"mNG AGENTS MAY BE ADDED TO THE HYDROSEW SLURRY AT 1H£ DISCRETTON OF THE CONIRACTOR. TYPE I MULCH APPLIED AT !HE RAT£ OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (SIRAW) MAY BE SUBSTl1UTED, ALL OR PART, FOR HYDRAUUCALLY APPLIED FIBER MATERIAL WHEN SIRAW IS USED IT MUST BE ANCHORED TO !HE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE SIRAW INTO THE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA T£ SULFA TE, 16-20-0, WlTH 15% SULPHUR APPLIED AT 1HE RAT£ OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROS£EDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA noN OF: a. /RACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING 1HE SOILS SO THAT IT IS SU/TABL£ FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOIS1UR£ TO PROVIDE A DAMP BUT NOT SA 1URA TED S££0 BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROWDED VIABLE CONDITTONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAJNED TD PROWDE A VIGOROUS GROWTH UNTTL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE CUT: 2,056 CY FILL: ----'"1,.:..700:..::...._ cy IMPORT: CY EXPOR~ 356 CY REM£D/AL: 267 CY NOT£ : VOLUME INCLUDES CLEAR ANO GRUB MATERIALS. SHEET INDEX FP -FINISH PAD FF -FINISH R.OOR El[VATION LS. -LANDSCAPE AREA R. -A.OW UN[ TYPE VEGETATED SWALE DESCRIPTION VEGETATED SWALE OWNERSHIP MAINTENANCE SHEET NO. BMP MAINTENANCE 6, 7, 14 C.U.S.D. AGREEMENT TC -TOP Of CURB TG -TOP Of GRATE TW -TOP Of WALL GB -GRADE BREAK SUSMP PROJECT PRIORITY HIGH OF -DEPRESSED A.OW UN[ BSW -BACK Of SIDEWALK FS -FINISH SURFACE ( ) -EXISTING ELEVATION OR SLOPE SC -SAWCUT EG -EXISTING GRADE BENCH MARK DESCRIPTION: CJ.SB 12J 2 1/2" BRASS DISC LOCA TTON: TOP OF CURB INLET >lf"ST SIDE MONROE STREET ON >lf"STERLY PROLONGA noN OF NORTH£RL y CURB IN FRONT OF COMMUNITY SWIM CENTER RECORDED: PER R.O.S. 17271 QUANTITY MAINTENANCE FREQUENCY 2 SWALES 1) Bl-ANNUALLY L=381 ft 2) B£F:ORE/AF~ 11TL£ SHEET. ................................................ . 1 ELEVATION: 208.131 DA1U~M!.:.::::N:::::G::::11):::::::2:::9===------------J GRADING PLAN KEY MAP. 2 DEMOI..ITTON PLANS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J-5 GRADING & DRAINAGE PLAN ...... . UTIUTY PLANS ........................................... . 6-14 15 RETAINING WALLS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 NOTE: IN T/1£ £VENT Ol"'CON,,t:z;cr SET.WEEN DEPllR.7M£HT C>F Sm7"€ IJ!UJllreT (D~IH &ND TIIE c111 <>r c.1;,u.sg;:;1>, Psn i'.4~ PR€e£Di!J,1~~. II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\,/ED BY• INSPECTOR DATE l----l--+-----------+---+---l---1---11 SHiET I CITY OF CARLSBAD jsHillsl6 ENGINEERING DEPARTMENT ~ !HE PERMANENT LANDSCAPING, UNTTL 1HE PROJECT ,.l::S,.....::CO::M::::P_:L:£.:_:TE::D_:A~N=D:._A:_::L::L_:B:_:0:::N_::DS:_ _____ ~....J----t--t-----------------t--+--i---ir---J RELEASED. OWNER ~G;::;RAD:::::::IN::'G,..'::::P=LAN:;:;S::::::::FO;::R:::·::::::::::::::::::::::::::::::::::::::::::::::::=='..'=:==~ CARLSBAD UNIFIED SCHOOL 0/SIRICT 6225 EL CAMINO REAL CARLSBAD, CA. 92009 (760) JJ1-506J ENGINEERING FIRM CORNERSTONE ENGINEERING, INC. 717 PIER VIEW WAY OCEANSIDE, CALIFORNIA 92054 (760) 722-3495 lllCllAEL I. NG DEPARTMENT APP · I I (PRINT NAIii!) CHS MODERNIZATION -PHASE 5, SPORTS FIELDS TITI.E SHEET APPROVED: 1---1f--+.,..1--------------+--+---1----1--~ ~~t;;;~a::',,1::i,1_,~r=1-l1=}1-=r.-=-=-=-=.::;'!=::==~~E~x~P1~RE~s~3;~31~~13=l=/2=~=0=z=~ l--:::DA-:-cTE=-+-cc,Nc=lllccAc-L ¥'.._---------------1--D-A-TE-lc-,N-lll_A_L-J--D-A TE--1-,N-lll_A_L-I g:D s:~,-0,-"--'-'1.-=.-=.-= PROJECT NO. I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWD BY: PD 08-06 . 457-90 081412 GRAPHIC SCALE ,. 0 25 ~D ( IN FEET ) I Inch ~ 50 fl. DEMOLITION SHEET OUTLJNE X "NEW" GYM - "OLD" GYM ..... ___ _ X BUILDING 4000 , SEE SHEET' / 1/1 I I I I / / / / I . ~, ~~ I I I v---5 I I I I I .......... I ..... J>:, C/V\\. ~ • .i->-~ Cl' CAI.I><>"': REVIEVvt:D BY: (REF DSA Af/04-112350, SHEET C-4.0) INSPECTOR "AS BUil T" EXP·-~-DATE DATE fsHml CITY OF CARLSBAD ~===t===!======================1===1===t==:=;t=~ ~ ENGINEERING DEPARTMENT l----+---t-----------+---+--1--~1-----1 GRADING PLANS FOR: 1----+-----1------------1----1---1------'1------1 CHS MODERNIZATION -PHASE 5, SPORTS FlELDS GRADING KEY MAP l----+---t-----------+---+--1--~1-----1 APPROVED: GLEN' SKI ._,__· z. 1----1----1~-----------L---L--L-__jl.-_j ENGINEERING ANAGER PE 41204 EXPIRES J J1 13 t---;;--c=-+-=:=-t-----------+--+--1------jl-----l DWN BY: DATE INITIAL l---'-DA_::TE--L..CIN.;;.;.111;;_;:AL-+-"D'-'-'ATE;;___i_.;;.;;INl-"'-TIA~L CHKD BY:-c-V.,.,-~- ENGINEER OF WORK REVISION DESCRIPTION 01\iER APPROVAL CITY APPROVAL RVWO BY: PROJECT NO. PD 08-06 DRAWING NO. 457-90 081412 GRAPHIC SCALE ,. " JO ( IH FEET ) I inch ~ :JO rt. LIMITS OF PROJECT ·/: ' I " LIMITS 0~ A , PROJECT ·. ,: · I 0' I I ® ; I I . ; \ ~.. \ / ; ~. XUMITS OF PROJECT ,..,;.~·~ . / \ \ / VARSITY BASEBALL FIELD \ -SEE SHEET 4- ) . •. ·. ' \ ·, \ \\· CONTRACTOR TO POTHOLE ANO VERIFY EXISnNG ununES PRIOR TO CONSTRUCnON OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY OR CONFIICTS. \ \ . \ \ ,>(' \ ,/ ~/ I I I ~ CONTRACTOR TO ADJUST All EXISTING GA TE VALVES, CLEANOUTS, MANHOLES ANO OTHER APPURTENANCES TO GRADE AS REQUIRED TO BE AOJUSTED FIUSH WITH ADJACENT PAVING, WI-IERE OCCURS. I All Unl/TIES-NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE PROTECTED IN PLACE'. SAID ununES SHALL PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION. ~ CONTRACTOR TO POTHOLE ANO VERIFY HORIZONTAL/VERTICAL LOCATIONS OF EXISnNG FAClllnES AT ALL POINTS OF CONNEcnoN. ~ CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR All WORK WITHIN THE PUBl/C STREET AND PAY All CITY FEES DEMOLITION ITEMS: "AS BUILT" RCE __ _ DATE REVIEWED BY: (REF DSA A#04-112350, SHEET C-2.0) INSPECTOR DATE l---+---+----------1-----i---t----;---i I SH3EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~~=======:::::::::=======---===; GRADING PLANS FOR: :i: LJ d d $ · Af rt CONTRACTOR SHALL COORDINATE WITH SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. ~ n ergroun eivice e CONTRACTOR SHALL PROVIDE TEMPORARY GATES AND FENCING AND SHALL RESTORE SECURITY ll I CONTRACTOR SHALL COORDINATE WITH CAMPUS SECURITY. MICHAEL WRIGHT (760) 716-2624 /_,).IU~ld DEMOUTON PLANS-FOR REFERENCE ONLY ~ Call: TOLL FREE APPROVED: • E • . v¥/N/sl1 CHS MOOERNIZA 110N -PHASE ~. SPORTS FIELDS g 1-800 UNLfSS OTHCRWISE Norm WORK SHALL INCLUDE DEMOLITION/REMOVAL OF All FACILITIES, UTIL/n[S AND SURFACE FEATURES WITl11N Tl1E LIMITS OF WORK SHOWN HER[ON. ' BUBBLED ITEMS CONTAIN SPECIFIC DIRECTION/INSTRUCnONS FOR ITEMS CRITICAL OR N[CfSSARY TO EVERWAY OPERATION OF Tl1E CAMPUS. CONTRACTOR SHALL MAKE PROVISIONS l--=c;;-+,=c-+---------------t-;;:=-t-;;-;;:;;-;;--r;;-:;:;:-t-;;-;;;;.., ~E;;NG~IN;=E~ER;:IN::G:::_:;:~-=::-;=:::::::='=:".:~E~X~Pl~RE~S~J':=31~13~~DA~~~ ! 422-4133 (TEMPORARY SERVICE FEEDS, ETC.) TO [NSURE Tl1AT CRITICAL FACILITIES LOCATED WITl1IN THE LIMITS OF WORK REMAIN IN SERVICE AT All TIMES. THESE ITEMS MAY FE[D OR Dl'wN BY: ~ PROJECT NO. DRAWING NO. ~ SERVICE OTHER PARTS OF THE CAMPUS. CONTRACTOR SHALL CONTACT Tl1E ARCHITECT OR ENGINEER IMMEDIATELY WITH ANY QUESTIONS REGARDING THE DISPOSITION OF ITEMS DATE INlllAL REVISION DESCRIPTION DATE INITIAL DATE INlllAL CHKD BY: UI-PO 08-06 407-90 t lJ~TW~O~W~O~RK~l~N~G~D~A;YS~B~E;F~O~RE~Y~O~U=D~l~G!~EN:c:oo:'N:TE.:R.~'ED~OU.~'R=iN:G~m:E~COU~'R~S:~'E~OF:.WOR:::'l(::.T/-j~:4~T~A~R.~'E~N~o:r~SH:O:WN~O:N~TH~E~A~t.A~N:s~----------------------------------------------------1~EN~G~IN~EE~R~O~f~WO~RK~==~~~~~~~~~~===~O~lH~ER~A~PPR~OV~A~L~~Cl~TY~AP~P~RO~V~AL~~R~V~W~D~BY~:===~=======~~====~ 081412 ,. . , ' ' \ \ ~E'SHEET 3- , VARSITY BASEBA~tG \ . ..,··~·· :.s;·.__· ~~--~~1:1:~-~;~:::-T_. . --- ,,-~ ... ~ ~,~~~~~ ·. I \ \ \\ ' \,,. ;' ~~~~-.-;····~··;~;;~··;--:':·; .• /;,,, ;,;i . --... -- . ·· ti'_ EXISJ1NG 'TEf"INIS COU,RTS ·,;--. ' ·,, . :~ \...-., \\··. '. '~ v GRAPHIC SCALE D 15 ( lN rEl!T ) 1 inch =-30 ft. ·•,.•·. '1t ·-,, ' ' NOTES: ':0-c~ '\ '\>~ ' ----~~ ·-,:,;-~ ', JV SOFTBALL FIELD ' / ' ' STORM WATER TREATMENT FACILITY (PROTECT IN PLACE) ,·, '--~-\ . _-::·:· ,i:::::::-:. . '... . .. ···.,-, '' ·. :-_._-:.:.:-: . .: .. ·-,: .. ' . ' .... ::.· ..... :. ............. ". ·-,,,_ .• . ··» . .:.:-:-: :-:-. .:-:-: VARSITY SOFTBALL FIELD ~ ~ '' '.\ <,, \ / ,• ... • ··"-'•·. •"-->~• ••• '-"-'-'-"-'-'-'--'-''-'--'-'~-'-'+'-';L'-"-'-'-"-'-'-'-"-.;.:..<:;L.:..:..:..:.,;,r -SEE SHEET 5- CONTRACTOR TO POTHOLE AND W::RIFY EXIS71NG UTIL/71ES PRIOR TO CONSTRUC710N OR ORDERING MATERIALS. N071FY ARCHITECT OF ANY DISCREPANCY OR CONFLICTS. EXIST Sfl-R CAP CONTRACIVR TO ADJUST All EXISTING GA TE VAL W::S. CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE AS REQUIRED TO BE ADJUSTED FLUSH WITH ADJACENT PAVING, 'MIER[ OCCURS. ALL VT/LIT/ES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE PROTECTED IN PLACE'. SAID U71IJ71ES SHALL PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUC710N. CONTRACTOR TO POTHOLE AND 'A':RIFY HORIZONTAL/VER71CAL LOCA 7/0NS OF EXIS71NG FAC/IJ7/ES AT All. POINTS OF CONNEC710N. CONTRACTOR TO OBTAIN R/,V PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WITHIN THE PUBLIC STREET AND PAY ALL CITY FEES Underground Service Alert CONTRACTOR SHALL COORDINATE WITH SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. CONTRACTOR SHALL PROVIDE TEMPORARY GA TES AND FENCING AND SHALL RESTORE SECURITY CONTRACTOR SHALL COORDINATE WITH CAMPUS SECURITY. MICHAEL WRIGHT (760) 716-2624 Call: TOLL FREE 1-8QQ UNLESS OTHERWISE NOT£0, WORK SHALL INCLUDE DEMOL/710N/REMOVAL OF ALL FACIIJ71E5; UTIL/7/ES AND SURFACE FEA lVRES WITHIN THE LIMITS OF WORK SHOWN HEREON. 'NEW' GYM E 'OLD' OYM . 15 DEMOLITION ITEMS: 1 0 REMOVE EXJST FENCE & GA TE @ REMOVE EXIST TREE/SHRUB. All. 7REES SHALL BE CUT TO 18" I.EJGTHS (FOR All. 7/MBER BErnE:EN 4• DIA AND 24" DIA) FOR DIS7RICT DISPOSAL @ PROTECT IN PI..ACE EXJST POl-\f.R PaE 0 REMO',E cava?ETE STEPS INa/JDES ANY POSS/81..E REBAR @ EXJST WICRETE STEPS TO REMAIN @ OCl'<K IN lHIS A/vi IS FCR DEMaJ71a,J AND GRNJING C1'JI.. Y 0 REMOVE EXIS71NG SD INLET @ NOT USED @ EXIST ELECT FAOIJ71ES OR S/GvAL, CR CCMMUNICA 7/CN, CR LOW \Q TAGE 'M-IERE EXIS71NG SURFACE U71/JTY CO\m.5; 80XcS, /JDS, ETC. ARE TO REMAIN. PROTECT IN PLACE AND RESET/ADJJST TO NEW FINISH GRADE E1.£VA 71(1,IS. CO<ROINA TE W TH ELECTRICAL DRA'MNGS. @) REMOVE EXIST RA/UNG . '~:-~--,. ·<" .-:--;~ ~ @ DEMO/REMOVE EXIST BU/WING. coa?fJJNATE 'MTH DISTRICT @ EXIST FENONG TO REMAIN . . ~ .. . . . . . .. _.,.,,._, @ REMOVE EXIST RETAINING WALL PR0\4DE TEMP SHCRING AS REWIRED ® REMOVE EXIST AC PA 'v£MENT . '" . ... .. . . . . ' ....... ' ........ . ' .................. . .. " ........... . · .·.14 ·.·. .,,, .. . .. ' ... @ REMOVE EXIST CONCRETE (PCC) PAvEMENT OR WALK (ALL lHICKNESSES) INa/JDES ANY POSS/Bl£ REBAR ··- ,,' 4 "-''-"' @ REMOVE EXIST CONCRETE ll'?IVEWAY WTHIN PU81../C RIGHT CF 111,4 Y @ REMOVE EXIST CONCRETE CURB @ REMOVE EXIST WICRETE CIJR8 & OOTTER ... / ·. ' .. r .. ' WEIGHT ROOM/i {/ ---} I , ,,, "-'11•_,,_ r·•.. ,r·---~J I ... -,._:::, \ , --,_ ~(f-7,,7 I I ·· , '·. o· . , • __ • -j '"' ' i --[: ~ ~ .. ...__ ! ' .• 1· -~-j @ REMO\£ EXIST CMU WALL @ LJMIT CF AC PA\,£MENT REMOVAL @ LJMIT CF CONCRETE PAVEMENT REMOVAL @ REMOVE EXIST CONCRETE DRAINAGE CHANNE.L/WTTER @ $-IV.CUT AC PA'vf:MENT @ S411CUT WICRETE PAvEMENT OR CIJR0ING TO NEAREST JOINTS @ EXIST CONCRETE PA\£/vlfNT/,VAU< TO REMAIN PROTECT-IN-PI..ACE '-. // : . 'l";( I Ii( ''-'<'\ \ ~-C' .) __ ., Q EXIST AC PAvEMENT TO REMAIN • , x; " V~ ,.: f~ @ REMOVE cava?ETE INLET (All. DEPTHS) INQUDING ANY #'RCXV ;;, t.\ ' J ~~~~-:__\.~;;"-'\_ @REMOVE EXIST PI-C SD UN£ ' _, @ REMOVE EXIST R<P SD UNE JECT ' I/\ /V'A->+ I @ ABANDON EXIST SD UNE /\, ;.-~ lO ® EXIST FIRE HYDRANT TO REMAIN PROTECT-IN-PI..ACE I}: 'i.,_ _, t,F '•· 1--@EXIST 111,4/ER OR FIRE WA /ER SER\4CE UN£ OR FAOLJTY <1 \ v-~ TO REMAIN PROTECT-IN-PI..ACE V' W \J,. 1 ,.. Y•u , w @EXIST /RR/GA 71(1-1 UN£ AND ASSOOA TED APPURTENANCES TO REMAIN. BUILDING 3000 / "', . 1'1/ERE EXIS71NG SURFACE U71/JTY CO\m~ 80XcS, /JD~ ETC. ARE TO I \;4 '>.,?\'C I REMAIN. PROTECT IN PI..ACE ANO RESET/ADJJST TO NEW FINISH (RN)€ 9 'lr, ~ CJ) E1.£VA11avs. (coa?OINATE v.tTH L,WDSCA~ ARCHTEcTURAL PLANsJ l\~ -,. , @EXIST SEl1fR UNE OR FAOUTY TO REMAIN (PROTECT-IN-PLACE) '<- ' /)\,' , W@EXIST GAS UN£ CR FAOUTY TO REMAIN (PROTECT-IN-PI..ACE) P," w 1 t en® S411CUT EXIST WALK TO NEAREST JOINTS & REMOVE EXIST CURB I y,, CXJ7l£T & WICRETE SWALE *<L.1 /i\ I , ' . ® EXIST SD UN£, MANHaE, INLET TO REMAIN (PROTECT-IN-PI..ACE) @ REMOVE EXJST SANITARY SEl-\f.R MANHaE @ WT EXIST SANITARY SEl1fR LJNE FCR WINEC71av TO NEW UN£ @ REMOVE EXIST S4NITARY SD1ER UN£ /Na.WING aEANOOTS THAT ARE IND/CA TED OR NOT. @ REMOVE EXIST WA /ER UN£ AND ASSOOA TED APPURTENANCES ,-------------,,------, @ CAP ANO PLUG EXJST WA 7ER UN£ " AS 8 U I LT" @ REMOVED SHADE STRUCTURE @ CAP AND PLUG SD LJNE RCE __ _ EXP. ___ _ REVIEWED BY: (REF DSA A#04-112350, SHEET C-2.1) INSPECTOR I SH~ET I CITY OF CARLSBAD ~---jf--+----------------t----t---t---t----t ENGINEERING DEPARTh1ENT ~---jf--+----------------t----t---t---t----t 1----lf--+----------------+--+---t---t----t GRADING PLANS FOR: DATE DATE ~ ~ CHS MOOERNIZATION -PHASE 5, SPORTS FIELDS APPROVED: 1 ;.. 422 4133 BUBBLED ITEMS CONTAIN SPECIFIC DIREC710N/INSTRUC710NS FOR ITEMS CRl71CAL OR NECESSARY TO E\,f'RiVA Y OPERA 7/0N OF THE CAMPUS. CONTRACTOR SHALL MAKE PROVISIONS J -(TEMPORARY SERVICE FEEDS, ETC.) TO ENSURE THAT CR/7/CAL FAC/IJ7/ES LOCATED WITHIN THE LIMITS OF WORK REMAIN IN SER\4CE AT ALL 7/MES. THESE ITEMS MAY FEED OR D : ---, PROJECT NO. DRAWING NO. 'f SERVICE OTHER PARTS OF THE CAMPUS. CONTRACTOR SHALL CONTACT THE ARCHITECT OR ENGINEER IMMEDIATELY WITH ANY QIJES710NS REGARDING THE DISPOS/7/0N CF ITEMS DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ---PD 08-06 457-90 il.!~TW;O~W;O~R~K~IN;G~DA~YS;B;E~F=O~RE=Y=O~U~D=IG::!~E.:N~COO:N~TE.~R:fD~D:VR:1N:G:..'.'.7/i:E~COO::RSE:OF:.:Wll~l<=K:.7H:A~T~A:RE~N~OT:..:SH:O:WN::Q:N:.:TH:E~P~L4:N:S~-------------------------------------------------~E~N~GIN~E~ER~OF=VKJ~R~K===============~01H=ER=A=PPR=OV=A~L~=Cl1Y=A=P:PR:O:VA:L::!::RV:WO::;:BY::================:J 081412 ,. STORM WATER TREATMENT FACILITY (PROTECT IN PLACE)~-::_.,.,, # # # # # ····@·· ........ 4 ... . . . . . . '. . . GRAPHIC SCALE 0 ,. 30 (INFEET) 1 inch = 30 ft. NOTES: LIMITS OF P CONTRACTOR TO POTHOLE AND VERIFY EXISTING unLITIES PRIOR TO CONSTRUCnON OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY OR CONFLICTS. /" ., .. -\ ' I / JECT '. , CONTRACTOR TO ADJUST ALL EX/Sr/NG GA TE VALVES. CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE AS REQUIRED TO BE ADJUSTED FLUSH WITH ADJACENT PAVING, WI-IERE OCCURS. All UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE PROTECTED IN PLACE'. SAID UTILITIES SHALL PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL/VERTICAL lOCA TIONS OF EXISTING FACILITIES AT ALL POINTS OF CONNECTION. CONTRACTOR TO OBTAIN R/W PERMIT FROM THE CITY OF CARLSBAD FOR ALL WORK WITHIN THE PUBLIC STREET AND PAY ALL CITY FEES CONTRACTOR SHALL COORDINATE WITH SCHOOL MAINTENANCE STAFF FOR ACCESS TO WORK AREAS. CONTRACTOR SHALL PROVIDE TEMPORARY GATES AND FENCING AND SHALL RESTORE SECURITY CONTRACTOR SHALL COORD/NA TE l!ITH CAMPUS SECURITY. MICHAEL WRIGHT 716-2624 UNLESS OTHER'MSE NOTfD, WORK SHALL INCLUDE DEMOLITION/REMOVAL OF ALL FAC/LJTIES. UTILITIES AND SURFACE FEATURES WITHIN THE LIMITS OF WORK SHOWN HEREON. BUBBLED ITEMS CONTAIN SPECIFIC DIRECTION/INSTRUCTIONS FOR ITEMS CRITICAL OR NECESSARY TO EVERWAY OPERATION OF THE CAMPUS. CONTRACTOR SHALL MAKE PROVISIONS (TEMPORARY SERVICE FEEDS. ETC.) TO ENSURE THAT CRITICAL FACILJTIES LOCATED WITHIN THE LIMITS OF WORK REMAIN IN SERVICE AT ALL TIMES. THESE ITEMS MAY FEED OR SERVICE OTHER PARTS OF THE CAMPUS. CONTRACTOR SHALL CONTACT THE ARCHITECT OR ENGINEER IMMED/A TELY WITH ANY QUESTIONS REGARDING TH£ DISPOSITION OF ITEMS ENCOUNTERED DURING THE COURSE OF WORK THAT ARE NOT SHOWN ON THE PLANS Underground Service Alert Call: TOLL FREE 1-800 422-4133 1WO WORKING DAYS BEFORE YOU DIG ' " .{2 ~,s-', '~ ~' ~~ f ,, ~ DETAIL 'A' SCALE: 1" = 10' -C-.'. ___ <.) " w 0 0 0 -0 @ © 0 @ ® @) @ @ @ ,,,@ @) @ @ ® @ © @) @ @ @ @ @ @ @ DEMOLITION ITEMS: REMOVE EXIST FENCE & GA TE REMOVE EXIST TREE/sHRLJB. ALL TREES SHALL BE WT TO 18" LENGTHS (FCR ALL TIMBER BETIIEEN 4• DIA. AND 24" DIA) FCR DISTRICT DISPOSAL PROTECT IN F1.ACE EXIST POf'rlR POLE REMOVE WKRETE STEPS INCLUDES ANY POSSIBLE REBAR EXIST CONCRETE STEPS TO REMAIN flO'?K IN THIS AREA IS Fa? OEMaJTION AND GRADING (l,!L Y REMOVE EXISTING SD INLET NOT USED EXIST ELECT FAC/LJTIES OR SIG-JAL, OR COMMUN/CA Tia/, OR LOW l,Q'. TAG:: 'llH£RE EXISTING $RFACE UTILJTY COl4:RS: BOXES: LIDS: £TC. AR£ TO REMAIN. PROTECT IN Ff.ACE AND RESET/ADJJST TO NEW FINISH GRNJE ELEVATIONS. CfXRDINA TE Vtt TH ELEClRICAL ORA VttNGS. REMOVE EXIST RA/UNG DEMO/REMOVE EXIST BUILDING. C(XROINA TE VttTH 0/SlRICT EXIST FENCING TO REMAIN REMOVE EXIST RETAINING WALL PRO'vlDE TEMP SKRING AS REWIRED REMOVE EXIST AC PAVEMENT REMOVE EXIST CONCRETE (PCC) PAVEMENT OR WALK (ALL THICKNESSES) INCLUDES ANY POSSIBLE REBAR REMOVE EXIST CONCRETE DRIVEWAY VttTHIN PUBUC RIGHT CF WAY REMOVE EXIST GalffiETE CURB REMOVE EXIST CONCRETE CURB & GUTTER REMOVE EXIST CMU WALL LIMIT OF AC PAVEMENT REMOVAL LJM/T OF WKRETE PAVEMENT REMOVAL REMOVE EXIST CONCRETE DRAINAGE CHANNEL/GUTTER SAHCUT AC PAVEMENT SAHCUT WKRETE PAVEMENT CR CURBING TO NEAREST JaNTS EXIST CONCRETE PAVEMENT/WALK TO REMAIN PROTECT-IN-Ff.ACE EXIST AC PAVEMENT TO REMAIN REMOVE WKRETE INLET (ALL DEPTHS) /Na.WING ANY APRCN REMOVE EXIST Pl{; SD LINE REMOVE EXIST RCP SD LINE ABANDON EXIST SD LINE EXIST FIR£ HWRANT TO REMAIN PROTECT-IN-Ff.ACE EXIST WA TER OR FIRE WATER SER\1/CE LINE OR FAC/U TY TO REMAIN PROTECT-IN-Pl.ACE EXIST /RR/GA TION LINE AND ASSOOA TED APPURlVJANCES TO REMAIN. Vtt-lERE EXISTING SURFACE UTILITY COl4:RS: BOXES, LIDS: ETC. AR£ TO REMAIN. PROTECT IN PLACE AND RESET/AruJST TO NEW FINISH GRADE ELEVATIONS (COffiOINATE VtlT/i LANDSCAPE ARG-1/TECTIJRAL Ff.ANS) EXIST SEl'ER LJNE OR FACILITY TO REMAIN (PROTECT-IN-Ff.ACE) EXIST G4S UNE OR FAGUTY TO REMAIN (PROTECT-IN-PLACE) SAf\CUT EXIST WALK TO NEAREST JOINTS & REMOVE EXIST CURB Wn£T & CONCRETE SWALE EXIST SD LINE, MAN/fa£. INLET TO REMAIN (PROTECT-IN-Ff.ACE) REMOVE EXIST SANITARY S£l'ER MANHaE WT EXIST SANITARY 581lR UNE FOR CCNNECTICN TO NEW LINE REMOVE EXIST SANITARY S£l'ER LINE /NaW/NG aEANWTS THAT ARE INDICATED OR NOT. REMOVE EXIST WATER LINE AND ASSWA TED APPURlVJANCES CAP AND PLUG EXIST WATER LINE REMOVED SHADE STRUCTURE CAP AND PLUG SD LINE "AS BUil T" RCE __ _ EXP. ___ _ RELOCATE EXISTING FIRE HWRANT. RE-INSTALL FIRE HlVRANT PER CMW W-12 (REF DSA Al/04-112350, SHEET C-2.2) REVIEWED BY: INSPECTOR DATE DATE l---+---l-----------+--;---t----r--.. I SH5EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ :====..:============'--====:; DA TE INITIAL DA TE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: CHS MODERNIZA TlON -PHASE 5, SPORTS FIELDS OWN BY: CHKD BY:~\/i~i,C..~- RVWD BY: PROJECT NO. PD 08-06 DRAWING NO. 457-9G 0814 l 2 J 0 / ,.i r ,. -/: ·:··· ·: t-~~-~/<::_:'i"~• ... ,--_~_-··-~-: ---· ---·---. -·-·-._ r· .. · i • /•"a-;Y"' ··-••-'•-··•·.-·,·•-,.·a~----';,~·-••---"•"-~---'"',=-~.--~-=~•ry-".~ ••""'-•·•·•••.,•--m ~c•••,c••~•"'" _::_f--· ---·- '· BASSWOOD AVENUE 0 ----CENTERLINE OF MAZEAL LANE EXIS rlNG CURB AND GUTTER I I I l I \,BS. I\\ \ ' { RIP RA~';:;; w --------w ------ 4' WJDe:\:URB OUTI.ET PER SORSD7)-..~ l86.5 Pee WALKWAY ....__ '.Jl----3-___j j 6• Pee CURB ~ ,c -----w --- -------w ________ _,__ 4' WIDE PCC V-GUTTER, 1• DEEP (SEE DETAIL 11-11S SHEET) 0 187, 18 FS i ~s INSTALL SIGN "PASSENGER LOADING ZONE" FENCING ON TOP OF RETAINING WALL ~I l I I PfRKING LOT LIGHT POLE \,\'fo ----- INSTALL "ONE-WAY° SIGN 186.90 FS RET LL "A" PER SDR -.0 FOR PROFIL ' i \ ' I . \ ' 6" PCC CURB • ' / .,.., j / I , \-~,;;?J~~t---:~:~-~~~~&":~~-A-c;_, in',ii--.~°" _, '_·,t'l~ ! --. PCC WALKWAY ADA PATH OF TRAVEL 187.Ja Tc PROTECT IN Pf..A~ 186 8 EXISTING UECTRICAL . 8 FS _,,.,..._ TRANSFORMER VAULT 1 • (ADJUST TO GRADE:)~ ,.><.- ' •,,, • :c, •. -\; .· , . ii;,; ·s,~-~:; ,:_.-~_\:,\ $-. . .. >.! . ~ ·-, / ~. . ~.,\T'3':, RETAINING WALL "A" ~ ~ ~~ \~' ,,... ,. t ,.__ " >t~, <:-~ )). "<- ,,._,, ~;; I :,,-,_ •. "1,I _/ I \: (SEE SHEET C-6.0 FOR DETAILS) #4 REBAR @ 18"0/C EACH WAY 8" THICK PCC 12" COMP NATIVE TO 95% EOG£ OF E:XISTING 200 ------------------.en.--,,--,;;em--.,.,a.,.-...,,_----------'A:.::C:....:..:PA.:..:~=l.;::.:N.:._r4--____ 200 ADA RAMP HAND RAILS -~ecc-v=GlJTIER _______ NO_SCALE -----194.64 FS =5 =ii a _ -*~~l/f;._~l~iG 1?1J,i4 _!W . .. -SDRS\).._C= 2= 190 187.55 TC .,,_ ___ --s,..,.,_.,.,__/"-'t'-"RI-s~-----------190 ROPOSE-0-GROIJNO----- Q.: ~ / ! t .... --1.7,S~~ ~-I,,--':,-~-\ \ /_, 1-1 ~ .I I / 'Y(;'l .f?; ·, '•,__ ,, ·1:.\i\. I_ '&> .:J l f//1~',,,_'':;' f ~~;Jf~•••-.,, ':/,:~~-;• '1 '• ' I/ I '19",i,G'I' ' '•-~ _ ", '.. EXIST. STEPS :: , . ~. ! ~~~,,~ ~: ---.. 1 , 1-1~=-'-"'!if"'I ' l,.>,i,G' "'~~ ' ' •, 'J "•.:-:--. :\j;~ ...... '&.s-·~o • ·Bo 'C' ,,..s '-C.-'··:¾ -7'.~f'.;• •, " --. ', ~<',t-~ }-·•. . -. t~1,t) ::· (°'\ / ? ~... <· ·----.. ' '. !_·' '.· ' ,;; ;:."'> ;:>j,'-:' . . ',, __ ..... .., ··~-,-•i ,,'·•-"----"' ·,. ·S-...1 /i'. '_ ., . <;'/ ·,,\oJ ~n'· "-.. -~ \ ""l.~·--_·. -..,. ·, ~ " -..~ . .,,, " . "' "/-, ~ r:_r%fi~:~;,· •. {8) 11• TRE ADA RAMP PROFIL~- LAt:IDli',\lL ___ .. _ .. ' '"--..... GRAPHIC SCALE TING GROUND 10 0 • 10 185 --:-:::-:~.---=~~~-------------=--~--_· -_-_---_-···_· ·-=-~ ·--~ ---185 C PAVEMENT A-A ' l' // // -----( IN FEET ) 1 inch = 10 It. DATE INITIAL ENGINEER Of WORK 1 REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL £XIS G VERIZ 8LD "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: CHS MOOERNIZA 110N -PHASE ~. SPORTS FIELDS APPROVED: ENGINEERING D BY:~~- CHKD BY: <JI,, RVWD BY: PROJECT NO. PD 08-06 DRAWING NO. 407-9G 081412 CJ O') :e 0 (j) .... .I),. ~ (Tl O') ..... ~ ' •. ' ! BASSW~~i$::'. AVENUE -s ---1------s • _" ____ -----;--· ----- ' WIDE PCC UNDER WALK ----1-<'<•RAIN PE~SIJRSIT·ort-='2"'5"'@,....,,4· ....... --w -------w ------ I I I / / / I I j ... f . , I I i I i I / ,-•' . )> / ADA PATH OF TRAVEL 'a ) ~ I . .I.SEBALL FIELD FENCING °' • . (SEE ARCHITECTIJRAL PLANS) RETAINING WALL "B" PER SDRSD C-2 (SEE SHEET C-6.0 FOR PROFILE) :s<-~NEW EDGE OF GRASS 180.55. TG 24'5_cl\-dri sAsyN (SEE .bET. C-7.0) ...__,..__36_ (P~F PCC BROW DITCH .• ·• •• {sb_!i)SD o-75, lWE • A' MODIFIED To 18") · FOR WARNING TRACK ~Q ~0..______ ' C) . ' ; ' / ' / 1/<9. / 1t:,.;,, .' ~,'; "'00/ CJ? . RETAINING 'NALL •c• PiR SDRSO C-2 (SEE SHE~i C-6.0 FO~ PROFILE) I i i I . J ' ..----i::IASEBALL FIELD fENCING (SEE ARCHITECll./RAL PLANS) • ! ' I / _,,.......----EXIST EOGE OF GRASS ~ FOR W~RNING TRACK ,· I • I 210 LF ~-~ PCC BROW DITCH / (SDRSD ;D-75, lWE 'A' MODIFIED TO· 18") . ~ GRAPHIC SCALE 10 • • 10 ( IN FEET ) I inch 3 10 It. 7.1tc, /,\> "'t~.....-------1ASEBALL FIELD FENCING 'fc,t-~---(SEE ARCHITECTIJRAL PLANS) ~ ' ~ !J BMP QUANTITY TABLE L-' 4: 1 DESCRIPTION VEGETATIVE BIO-SWALE 6" DEEP 4' WIDE I BIOSWALE BIOSWALE CROSS SECTION NO SCALE QUANTITY 180 LF ' I I I ' E:XISTING VARSITY BASEBALL FIELD 190 --------------ilsll--------------.l----------190 175 5.62' 5.5:z'' -z.orr OUTFIE[IYTENCE-~-1 ______ EXISTING PCC -~------------------------CIJ~Wm SECTION A-A SCALE 1: 5' HORZ/VERT \ \ \ i \ \ ' : ' I / I . i /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION '-, .. ,,, I .. '· "'-._."•~,. I , I ( •. ' "'-- \ ' . ",,,, --w. tu \ \ '-..._ \ '·"-~ \ \ \ ' .I "AS RCE EXP. REVIEWED BY: BUil T" DATE (REF DSA A#04-112350, SHEET C-4.2) INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARThAENT 6 GRADING PLANS FOR: CHS MOOERNIZA 110N -PHASE 5, SPORTS FIELDS GRADING DESIGN SHEET APPROVED~ f -z~ ...,//~ GLEN: • VAN PZSKI . n ~ ~~12. ENGINEERING f.lANAGER PE 41204 EXPIRES 3/31 /13 -DA Dl'IN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY· \ ['-, PD 08-06 407-9G OTHER APPROVAL CITY APPROVAL RVWD BY: , ·:..-'~ -··~·--",__ . · .. --'\ -.,'-~ "~' -----:~:··-____ :_----~-----::-________ ,__ -~--.. EXISTING PCC WALKWAY ---"~i'""_C"-"c--"•--•-~-~-__ ----:"· - -;,_-_" __ ---1 " - t ------=-r ', I i - -"""'" _j I ;:: I --"' ---- -'/-' / . .:':_ .-.. -: --" . -----;,, '""·i ·l,,_--'\ -------,. - --~ --·---I -·---\i \. .. t - - -""--:~"-~+\. .. kQ5 MAX \ / INSTALL 12" WIDE CATCM BASIN PER (DETAIL 1 ON SHEET C-l-0) " UGHT / EXISTING i ~f ~-~~ I iNSTALL 27 LF OF 12" STORM DRAIN PIPE, SLOPE @ 1.11% ,)t:---\----k"' -_, 8--,, I 181.71 FS BOTT-STEPS --~-- CONST 66 LF OF TYPE 'A' _"183.36 _ TW _ WALL PER SDRSD C-9 __ _ (181.62 FS) ADA PATH ?,:9 MATCH 4 STEPS DF TRAVEL r,;o> l?,.;, (4) 6" RISERS ~<'.-: ? A (3) 11" TREADS 0-f ~,,- ~ o' I \ v . SEE SCAPE PLANS FOR DETAILS -SEE ABOVE FOR CONTINUATION- I ;ii~~~-~-", _ __, __ -(}-----------··---~:;,--~ ----;· }-' -+-~··.)-----------·{ _ _) I ; £XI [ING / EXISTING , UGHT I ~"-,_" --·-_)----={-·--7·(}· ----------{>--__ .,_ ---{)--------- ,._ / TENNIS COURTS I \ -SEE SHEET 9- ' "j ___ ---- GRAPHIC SCALE 10 0 ' 1D ( IN FEET ) 1 inch -10 ft. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: (REF DSA A#04-112350, SHEET C-4.3) INSPECTOR DATE l---+---+----------1---;---j-------j-------j I SH8EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTh1ENT ~ :=='...::::::===========--====; GRADING PLANS FOR: CHS MOOERNIZA TION -PHASE 5, SPORTS FIELDS APPROVED: 1 ENGINEERING Dl'vN BY: DATE INITIAL DATE INITIAL DATE INl11AL CHKD BY:~(.J~t.,~-PROJECT NO. PD 08-06 DRAWING N0- 4!57-90 ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL RVWD BY: IL---------------------------------------------------======================:::::==~====::::::=======================:.J 081412 "' ~ ii:' .. -0 -;,; N ~ ::. -"' 'i ,a .. '-' ~ ~ l "' 0 -:i: !!I i' 3' ~ ~ • f "' 0 ' -~ ,: ~ 0 I (X) tu ADA PA,!,; ?F TRAf•L I I I 185.72 FS TOP RAMP 20' fDA RAMP }a4.12 FS B TT RAMP \ 1tt.s> ~- ~ ~ '::-::-:- ' fJ EXISTING Y4Q'SITY BASEBALL Fill OUTFIELD FENCE l'llTI-1 6" CURBING (SEE ARCHITECTURAL PLANS FOR DETAILS) ':> '<r, SLOPE O 2: 1 MA ,"o<:>~;:.'&- INSTALL 47 LF OF a• S RM DRAIN PIPE, SLOP @ 1.96% 2.9 % l!l!ml !&iii !!mil lill.ffllll mma ;• lllllll .~-ffiiil "-ADA PATI-1 ..... """' - OF AVEL -"6' (] BULLPEN AREA □ (DECOMPOSED GRANITE) 1.16% ~ ~~ OPE @ 1.17% □ 'as CNSTALL 60 LF OF 12" STORM DRAIN ~<:;, ';,<::, D .:,..,..--SD D----SD CATCH BASIN PER ET C-7.0) \ INSTALL 64 LF OF 12" STORM DRAIN PIPE, SLOPE @ 4.69% INSTALL 12" WIDE CATCH BASIN PER ;:,: {DETAIL 1 ON SHEET C-7.0) 1/2" GRATE OPENINGS IN ALL DIRECTIONS {TYP) --------... ·So NEW VARSITY SOFTBALL FIELD l81.9J f's GRAPHIC SCALE ,. 0 • ,. ( IN FEET ) I inch = 10 ft. 1 6. 7 TW SEE RIGHT FOR DETAIL A-~ 2.0% - INSTAL 139 LF OF 2" STORM PIPE, S OPE @ 1.34 ,"o~"o~· I I OR DUGOUT/STORAGE AREA CTURAL PLANS FOR DETAILS) ~ '},<::, ~r, ,"o:~ '.1-<::, -SEE SHEET 10- INSTALL 44 LF OF 12• ~JORM DRAIN PIPE, SLOPE @ 1.f4\% -~ FEATHER GRADE AT 2:il TO MATCH EXIST ,.:, --.:q, Va "~ --i \ ' '-'_;--~ fS CONCRETE BLEACfERS {SEE ARCHITEC/AL PLANS FOR DETAILS) ! 1 '', ADA, ~AM , SHE(l\' .5 FOR ,D A ' . ' ' ' i,' ~ ·" / ~ \ f;;, \ \ 0 T- tu "1W / I en w w en I -SEE SHEET 11- 186.04 rN SECTION 'A' NO SCALE 2.4% - TYPE 'B' WALL PER SDRSD C-9 186.04 TW 186.37 TW I 186.37 TW ---=:-.,I ----i ____ _ FINISHED SURFACE ;:;:;,r--) I 2.0' a I OF UPPER AREA::.:_....-----184.42 BW ------------ TYPE 'B' WALL 7 DETAIL 'A~FINISHEDRSURRFEAACE PER SDRSD C-9 NO SCALE OF LOWE A "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: (REF DSA A#O4-11235O, SHEET C-4.4) INSPECTOR DATE l----l---l------------+--i----t----t--1 I SH9EET I CITY OF CARLSBAD ~ ;:::=:::::..===:::E:::N:::G:::IN:=E::ER::IN::G:::::::D::EP=A::R::TM::E::N::T==:::'....::~===, 1--------1--4-----------------+---t---t---t--1 GRADING PLANS FOR: CHS MOOERNIZA llON -PHASE 5, SPORTS FIELDS GRADING DESIGN SHEET APPROVED: • GLEN 1---l---.J.b"'-----------------t----t----t-----t---i ~E:;NG;;IN:::E;;ER;:IN::G::::::::::::~;:=::::::=~~E~XP~IR~E~S~J:::::::J1:'.:1~J,:,;:,~A~T~~ D\lvN BY: ~~-PROJECT NO. I DRAWING NO. CHKD BY: ,,.v..,,,.;(,_ PD 08-06 457-90 RVWD BY: DA TE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL 081412 ; 0 7 7 ~ -. --------- - 0.5' WALL OPENING FOR DRAINAGE + 1 \ I ' -~---- I ' I I I I I -1 I -----~ -- ---------- -------- 0.2 , VARSITY BASEBALL FIELD \ I I I: =~~ I E:XIS'(ING' E:2NG AD 'AMP cf EXISTING WALKWAY ~',\ 'rJ-y-'f' ,'!>~\& ~ -------- ' - & <?> I< O~·>s: 91~, x,"J, --~.-0 3' CONST 1 WALL PE 187.67 FS ~ ~ ~1~~ " ~ ' i !' ! I I . ' ; i i ------- EXISTINQ UTUTIES (PROTECT IN PLACE) :-:--~-coNST 4 LF OF TYPE 'B' ---WALLPER SDRSD C-9 -,L----5 STEPS 5 6" RISERS . 187_74 FS(4) 11 TREADS LF OF TYPE 'B' SORSD C-9 ONST 13 LF OF TYPE ' ' ALL PER SORSD C-9 ADA RAMP DETAIL SCALE 1"=5' <J (, .,;_ ye. 0 0,20%----"-'' " NEW EDGE OF GRASS FOR WARNING TRACK I l! I WRESTLING BUILDING FF = 194.95 GRAPHIC SCALE ,. • • ,. ( IN FEET ) 1 Inch = 10 rt. ---·-________ j ,_ OLD GYM I RC[ __ _ EXP. ___ _ DATE 6" CObJC. URB ~- REVIEWED BY: (REF DSA A#04-112350, SHEET C-4.5) INSPECTOR DATE EXIST EDGE OF GRASS FOR WARNING TRACK~ I t-----+---+----------------+----+---+---+---1 GRADING PLANS FOR: CHS MOOERNIZA 110N -PHASE 5, SPORTS FIELDS APPROVED: DA'TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA'TE INITIAL 01HER APPROVAL CllY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. CHKD BY:l (rA. PD 08-06 457-9G RVWD BY: 0---------------------------------------------------------------------------------------------------------------------------------------------' 081412 I \ -SEE SHEET 12- 0 ' VARSITY SOFTBALL FIELD PER ARCHITEC11.JRAL DETAILS EXIST H PROTECT I __:::~_-2~~~~~ -----1-----.__ ADJUST TO FIN1~11-.u1<. D INSTALL 64 LF OF 12" STORM DRAIN PIPE, SLOPE O 4. 9% I 00 1-w \ A w ( \ I / \<ti CJ) -4 \ w w CJ) I n - 4' WIDE PCC V-GUTTER 6" PCC CURB---....... ,,,~0---- / / //'\_EXISTING SLOPE I . ' .:;::_, /. 175.35 FS "' ' 6" PCC CURB 180.2 FG 5.2' 180.70 TC 180.2 FG ,,-'\.. SLOPE TO 4:1 AND DAYLIGHT EG "-EXISTING SLOPE 176.9 EG EXISTING CURB, GUT11TE':R:...,,=::;:c:f'."""f"',,.-AND PCC SIDEWALK - • 2' SECTION A-A SECTION 8-8 -1-r"'s .5' WIDE PCC WAL • ' . r_J I BUILDING 3000 j / / .• ·"'"-c:::-::~-:::~ .. _-....,,-,,,L, ,c_r /' /----;'-- Lf------.:i /ff-..s\Y~.Y I I I • I ADA PATH ____ .. Of TRAVEL ·•. .,__,, -;..r·;· i l · i EXIST STORM DRAIN M PROTECT IN PLACE ADJ RIM TO GRAD£ EXIST S£11£R MH .,._ _ _EEOTECT IN PLACE ! .-'> l_/ 184.'S'T P 1 BERM 3. !'t-f .J--if . I ,- ½ I I II J],1 ~/-ffl \ GRAPHIC SCALE ,. 20 ( IN FEET ) I Inch = 20 It. PROPOSED SLOPE 1' HIGH BERM SECTION C-C NO SCALE "AS BUil T" EXP. ___ _ RE~EWED BY: (REF DSA A#04-112350, SHEET C-4.6) INSPECTOR GRADING PLANS FOR: DATE DATE CHS MOOERNIZA 110N -PHASE 5, SPORTS FIELDS DATE IN\llAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL APPROVED: GLEN ENGINEERING MANAGER PE 41204 EXPIRES 3 31 13 OWN BY: CHKD BY!--M-'~..-- RVWD BY: PROJECT NO. PD 08-06 DRAWING NO. 457-90 ; NO SCALE NO SCALE oL--------------------------------------------------------...;..;...;..;;;;.. ________________________________________________________________________________ _. 08/4/2 ~ ~ "--w,e.io_t.~-....__~c,li "--~ \" ,\ '. \ \ I I I \ \ I I I "-"- \ \ \ \ \ . ) ,' ¥ / .\ . . \ I I I \ I I I I, EXISnNG CONCRETE •cAUTION" \!(RIGA TION FACILITIES BASED ON LANDSCAPE PLANS MAY OR MAY NOT EXIST OLD GYM / ' ' I ~ ·-I -r···---1 ,...-.,______ . ' ! ' f I REPLACE INLET BEGIN PCC SWALE 194.87 FL WEIGHT ROOM GRAPHIC SCALE ,. ' { IH FEET ) f . 1 inch ~ 10 ft. .¥ . - c__J[ . I • I _'._; ~ •gj . 'L,J "· I I ! / I / I I . -;;,:/ . ! C (I j'.'", 1-Ifi 'I -__ , r., 10 r In ,i : . ' ·, i • "AS BUil T" RCE __ _ EXP, __ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ l---+---1---------------1---1---+----1---1 ~L2:_J=2=:.':===E::::N:::G:::IN:::EE:::R:::IN:::G::::D::::E:::PA:::::R::::TM:::E::::N:::T===''..'::~=6=== GRADING PLANS FOR: CHS MOOERNIZA 110N -PHASE 0, SPORTS FlELOS GRADING DESIGN SHEET APPROVED: DRAWING NO. 457-90 GRAPHIC SCALE ' ( IN FEET ) l inch ~ 10 ft. ch-~-m P OF OPE m~ ~--:. CJ) A.'4:. :r m m~ -I 4.o \ I I 1~- I I I \82 L 10 .. '------- I I I TOP OF SLOPE E:XIST 15' WIDE: UT/UTY E:ASE:ME:NT 0 ~ / / ( I I I ( \ \ \~ \ \ E:XIST SE:MR MH / {'ROTECPIN PLACE' fDJUST ~SH GRA~E \_,/ / ,,;,,18Z . s ) \ "\ '\\ ··-.. , - NON-RETAIN~ BLOCK WALL FOR FACILITIES STORAGE YARQ (SEE ARCHITEC~RM. ~NS FOR DETAILS) A!)A PATH \ ---01'\TRAVEL , . ' ---, /Js..... ' .. ', . ---~ .. ··. ' '-. ·;;:: \ ------r---~ --G -----------.,L-G --------. / -· __ -. .D ........ ___ .... -·-----_--.. ~,-C..--.-~--G ---~ -~ ·•.-=~- ONST ADA RAMP PER SDRSD -29 (MODIFIED, NO GUTTER) __,...-,. 1 CURB I TO EXISTING RETE STEP ' ' -·-------·-,,..,.-:/fl .,-'\· .-,Y? '.. ! ', "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t==+==t==================t===±==±==±==J~ CITY OF CARLSBAD fsR:illsl 1 ~ ENGINEERING DEPARTMENT ~ ~G;;RA:7D;::IN::G~P==LAN~S:::FO~R:=:=:::=====::::::!-'=~= CHS MOOERNIZA llON -PHASE 5, SPORTS FIELDS t====:t====t============================±====±====t====c==~J r,~~~=77=GR~A~D~IN~G~D~E~S~IG~N~S~H~E~ET~=====J 1 APPROVED: GLEN! v;,;;2' ENGINEERING ANAGER PE 41204 EXPIRES ; 31 13 ATE -----~·-----'···· ~ / DAlE INlllAL Dl'vN BY: -+--c~- 0 .. _______ ....;. ________ ..:,_ _______ ....;_ ___________ ::..__...__... .. -..,_-====;;;;:;;~;;;;;;..:i,S_ -;;:;;-.. · ·.:;;;_ ____________________________ _:~~~:::. ____ 1E~N~Gl~NE~ER~OF;wo~R~K ===~R~E~V~IS~IO~N~D~E~S~C;R~IP~T;l~O~N===J~O~A~lE~~IN~lll~A~LtD~A~lE~~IN~lll~A~L~~CH~K~D~BY~:~IJ.~~~~=~P~R~O~JE~C~T~N~O~.=J~D~RA~W~l~NG~N~O~. u 011-IER APPROVAL CITY APPROVAL RVWD BY: PD 08-06 457-9G . -------CHESTNUT 70 ---AVENiiE···· ~ ~ ~- M M ;, :g rl N rl al -rl rl " 'f " .. '-' ~ ~ • ,!' "" 10 :c u rl a: "' M -J ~ ~ • ,!' '2 u ' rl 9-~ ,: ' m ?. 0 ' ', GRAPH!~ S~ALE"~ (INFEET) "'; '\ 1 Inch -10 ft. ·'(_ ~ -1., ,<-, PROPOSED SLOPE 1' HIGH BERM SECTION A-A NO SCALE ' \. \ 183.3 FG ' \, EXIST SE»E'R MH ',. PROTECT IN PLACE ·- BMP QUANTITY TABLE DESCRIPTION QUANTITY VEGETATll/f. BIO-SWALE 128 LF \ \ \ GRAPHIC SCALE 10 • ( IN FEET ) I inch -10 It. ~~ ~' \ sri;-:t~cl ,5:/ -- , ---1-- REMOVE i:OTT3---BLOC~S El/f.R OTHER) FOR l)RANAGE 10 u, . . ~ ~1 ADA PATH I OF Al/f. PRO OSE GA DEN u, 0 u, "AS BUil T" 'RCE __ _ EXP. ___ _ APPROVED: GLEl4 l---+--µ.:...__ ____________ -1----l-------l----il----l ENGINEERING MANAGER PE 41204 EXPIRES J 31 13 DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL O~ER APPROVAL CllY APPROVAL OWN BY: ,-~-PROJECT NO. CHKD BY~ rL PD 08-06 RVWD BY: DATE VAN PESKI 7/t4/rz, J I DATE DRAWING NO. 457-9G 081412 ---= r, I I (\ \B7.00 fS = \ \ \ BLD 3000 \\ \\ L INSTALL 2 / SEWER l/N18 LF Of" 4" Pv1 --"---ss ~~OPE @ 1.5o~ (SOR 35) SANITARY ,,... ss ss I ~ I I I I I \ , A \ 'L-J \ ------1 I _[ DOMESTIC WATER GENERAL NOTES: 1. 4-INCH DOMESTIC WATER LINES SHALL BE AWWA C-900 PVC CLASS 150 DR-18 -3-INCH &: SMALLER DOMESTIC WATER LINES SHALL BE SCH 40 PVC 2. ALL DOMESTIC WATER & FIRE LINES SHALL BE INSTALLED PER W2, SHT C-7.3 EXCEPT (36" MINIMUM COVER) NOTE DOES NOT APPLY. COVERS FOR WATER LINE SHALL BE AS FOLLOWS: ----------- VARSITY SOFTBALL FIELD PER ARCHITECTURAL DETAILS SANITARY SEWER & STORM DRAIN GENERAL NOTES: 1. INSTALL ALL SEWER LINES PER S-5, SHEET C-7.2 2. PROVIDE ALL ADAPTERS AS REQUIRED TO MAKE CONNECTIONS 3. INSTALL STORM DRAIN LINES PER D-60, SHEET C-7.0 4. SANITARY SEWER & STORM DRAIN PVC CLEANOUTS: -SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE CONSTRUCTED PER S-6, SHT C-7.2 EXCEPT CONCRETE COLLAR, Cl BOX & CAP /LID SHALL NOT APPLY, CONSTRUCTION OF THE SCREWED CAP SHALL APPLY. BOX &: LIDS/COVER CONSTRUCTION FOR SANITARY SEWER & STORM DRAIN PVC CLEANOUTS SHALL BE AS FOLLOWS: NONE PAYED AREAS: PER DETAIL 2; EXPOSED CONDITION SHEET C-7.0 PAVED AREAS: -4-INCH DOMESTIC WATER LINES SHALL HAVE A NORMAL/MINIMUM COVER OF 42" ITEMS PER W16 SHT C-7 .3 AS FOLLOWS: -3-INCH AND SMALLER DOMESTIC WATER LINES SHALL HAVE A NORMAL COVER OF 36" 3. FITTINGS -4" FITTINGS OR 4" LINES -ALL GATE VALVES SHALL BE FLANGED TO FITTINGS (TEES, CROSSES, BENDS, ETC.) ~ -ALL FITTINGS SHALL BE CONNECTED WITH FLANGED CONNECTIONS AT i( MULTIPLE FITTING LOCATIONS ~ ::: -FLANGE BY MECH/PUSH-ON JOINT ADAPTERS SHALL BE PROVIDED AS ::; REQUIRED ~ al 3. ~ i NO DEFLECTION OF PIPING SHALL BE ALLOWED AT PVC BELL &: SPIGOT AT JOINTS li· CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTERS, COUPLINGS, a: MISC. FITTINGS, ETC. WHETHER INDICATED OR NOT TO COMPLETE THE !l PROPOSED WATER SYSTEM INCLUDING WHERE CONNECTING TO EXIST LINES. ~ ,I; GATE VALVES SHALL BE INSTALLED PER C-7.3 W-13 & W-16 • DOMESTIC WATER VALVE BOX COVERS SHALL BE MARKED "WATER" PER W-13: ~ ITEM NO. 1 FOR DOMESTIC WATER (TRIANGLE COVER) I I 0 -12" DIA Cl VALVE BOX & COVER SOUTHBAY FOUNDRY-SBF1243 -30" DIA X8" THICK CONCRETE RING (IN AC PAVED AREAS) IN CONCRETE PAVED AREAS: CONCRETE RING WILL BE 30" DIA x 11" THICK AND WILL BE POURED INTEGRAL WITH THE CONCRETE SURFACE PAVEMENT -12" GRAVITY SEWER PIPE SDR35 (18" LENGTH) FILL VOIDS BETWEEN CLEANOUT RISER PIPE & 12" PIPE WITH SAND. COVERS/LIDS: SANITARY SEWER COVERS/LIDS SHALL BE MARKED "SEWER" STORM DRAIN COVERS/LIDS SHALL BE MARKED "STORM DRAIN" SPECIAL UTILITY NOTES: 1. UTILITY VERTICAL CLEARANCES: A. UNLESS OTHERWISE INDICATED, NORMAL MINIMUM CLEARANCES BETWEEN ALL UTILITIES INCLUDING EXISTING UTILITIES (EXCEPT BETWEEN DOMESTIC WATER AND SANITARY SEWER) SHALL BE TWELVE (12"). A MINIMUM CLEARANCE OF SIX (6") IS ACCEPTABLE IF THE 12• MINIMUM CLEARANCE IS NOT FEASIBLE AND IT IS APPROVED DURING CONSTRUCTION. B. SEE SPECIFICATIONS FOR CROSSING REQUIREMENTS BETWEEN SANITARY SEWER (PROPOSED & EXIST) AND DOMESTIC WATER (PROPOSED & EXIST) 2. IN AREAS OF NEW/PROPOSED FINISH GRADES SET TOP OF SANITARY SEWER MANHOLES/STORM DRAIN CONCRETE CLEANOUT RIMS & LIDS, WATER SERVICE VAL VE BOX LIDS/COVERS. SEWER & STORM DRAIN PVC CLEAN OUT COVERS, TO GRADING PLAN FINSH GRADES OR FINISH SURFACES 3. AT LOCATIONS OF CONNECTIONS TO EXISTING UTILITIES, THE CONNECTION LOCATIONS SHALL BE FIELD VERIFIED, HORIZ. & VERTICALLY, PRIOR TO CONSTRUCTION. """""'Sc.::.:) s----~s:r---ss.----s.rs-__ SSr---ss-r___ I \B6.7 fG z LEGEND: TOP -TOP OF PIPE BOP -BOTTOM OF PIPE IE -INVERT ELEVATION OF PIPE TG TOP OF GRATE FS -FINISH SURFACE GRADE TIMH -TOP OF MANHOLE SS SANITARY SEWER SD -STORM DRAIN NOTE: 1. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. CONTRACTOR TO ADJUST ALL EXISTING GATE VALVES, CLEANOUTS, MANHOLES AND OTHER APPURTENANCES TO GRADE. 3. ALL UTILITIES NOT SPECIFICALLY DESIGNATED TO BE ABANDONED SHALL BE 'PROTECTED IN PLACE' AND PROVIDE UNINTERRUPTED SERVICE THROUGHOUT CONSTRUCTION . 4. CONTRACTOR TO POTHOLE AND VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FACILITIES TO BE JOINED. 5. REFER TO PLUMBING DRAWINGS FOR BUILDING SEWER, STORM DRAIN & DOMESTIC WATER Poe's · ss,.... __ ...,_ .,.._ ~--~s·---i::>lk::-" ~ CONNECT TO EXISTING SEWER LINE 3' FROM PLUG USING TAPPING SADDLE PER SDRSD SS-04 VERIFY DEPTH/LOCATION IN FIELD ~ CONSTRUCTION NOTES: (i) Cl,)NNECT TO EXISTING 3" WATER LINE WIT/H 3 x3"x2" TEE AND (1) 2• GATE VALVE W BOX INSTALL 2• PVC SCH 40 DOMESTIC WATER LINE FOR BUILDING CONNECTION INSTALL 45• BEND/FITTING INSTALL (1) 22.5" & (1) 11.25" BEND/FITTING INSTALL WATER SHUTOFF VALVE FOR CONTINUANCE OF WATER/SEWER/SD SEE PLUMBING PLAN MP-1 NOT USED LINES INSTALL SANITARY SEWER CLEANOUT PER S-6 GRAPHIC SCALE ID 0 • ( IN FEET ) I Inch ~ 10 ft. 0 w 0 z w LL w a: a: ~ 10 z <( _J n. ~ (REF DSA A#04-112350, SHEET C-5.0) -_J F ::::> CHS MODERNIZATION PHASE 5, SPORTS FIELDS PROJECT NO. PCf oa.::d1(· ·. DWG #457-9G -· SHEET 15 OF 16 081412 200 "' ,------,--------,----,------,-------,-----,-!::!------,-t+------,----,a---,----------,----------------.. -----r,-: ' I / ••c;rrn,«G °" WI <i-w;_(, = ----; I/ SEE ARC ITECTURAL LANS FOR D.TAILS f 0 - 196 :S ~ "' "' ,... 0 <O "' . 0) "' N -0) --~ m -~--~ ,!,! .. -0 s ~ I-"' ll:l -<O N <'l ,... "' ~---·-·-·-·-----,... ---····-·--F + OJ + + : "' 0 0 0 "' .. .. ... _,,,, .. ~-,;, I -, + ' V, V, ( 0 --·· ~ I --· + 0 192 :; ~ ! ! ' I ' ' ' 188 I. -,tsTAiL 129.63' 0 RETAINING NALL PER SQRSD c-2---1-----t---------- 184 '-------'-----'-------'-------'------s...L._E_A_R_c_HI_TE_C....LlJ_R_AL_P_LA_N_,, L__FO_R_W_A_LL _ _,_~E_T_A_IL __ _j_ ___ _L ___ _j_ ___ __J_ ___ _ 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 RETAINING WALL "A" PROFILE (SEE SHEET 6) SCALE: HORIZONTAL 1" = 10' VERTICAL 1" = 4' ~ --' .: ;"-"' ··-·· ,. ---J -7'!Jl¥d,~d4-l z;\J ),' ?j~ ;t,; RETAINING WALL "A" PLAN (SEE SHEET 6) SCALE: HORIZONTAL 1" = 10' RETAINING WALL "A" HORIZONTAL CONTROL TABLE CURVE NO. RADIUS DELTA TANGENT LENGTI-l C1 175.65' 17"08'37" 26.48' 52,56' RETAINING WALL "A" HORIZONTAL CONTROL TABLE LINE NO. BEARING DISTANCE L1 S 27"51'16" E 77.07' 1921-----+---- -------------i-------r-----r------------i------t-------i------+---- ' --1--------1-----+---+----< 192 0 8 0------JI------------+ 0 180 180 ' ' INS: ALL 106.16' OF RETAINING WALL PER SORSD C-2 I I INST LL 61.57' 0 RETAINING ,NALL PER S RSD C-2 176 1-----+--I ! SEE ARCHITECTURAL PL NS FOR WA L DETAIL ' EE ARCHITE TURAL PLA S FOR WALL DETAIL 76 ------j------!1--"'!e!~E"'-"'L!ll:r,.,i "-'-""-"',._,_-'-q,_,_,,___,__,,"-'-----"-"",,,.___"""--'-='~-j-----~------1-----~------1~~~~'1'-'-'"-'--'-'-""-~-'4-"~~="="'j~~~-+----, 1 o+oo 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 RETAINING WALL "B" PROFILE (SEE SHEET 7) RETAINING WALL "c" PROFILE (SEE SHEET 1> SCALE: HORIZONTAL 1" = 10' SCALE: HORIZONTAL 1 • = 1 O' VERTICAL 1" = 4' VERTICAL 1" = 4' I I ~ VARSITY BASEBALL FJELD z 0 w 0 z w LL w a: -----!--· .__ -------! --------i----1 ----v--v-,[-1 n ----,---- -- a: ~ ---------I RETAINING WALL "B" & "C" PLAN (SEE SHEET 7) z SCALE: HORIZONTAL 1• = 10' RETAINING WALL "B/C" HORIZONTAL CONTROL TABLE LINE NUMBER BEARING DISTANCE L1 S 30"36'33" W 106.16' L2 S 42"52'52" E 61.57' C, 00 w 0 ....I (REF DSA A#D4-112350, SHEET C-6.0) ....I < ~ CHS MODERNIZATION PHASE 5, SPORTS FIELDS PD o~-o~ PROJECT NO. ~ DWG #457-90 SHEET 16 OF 16 081412 0 ~~ O') G) 0 .i::i,. -+, <J1 .... " O') I cS