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HomeMy WebLinkAboutDWG 457-9; PD 08-06; CARLSBAD HIGH SCHOOL MODERNIZATION; 01-05• GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAJN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE »JES£ PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR £NGINEER- 0F-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITT£D TO THE CITY £NG/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGIN[ER IW.L BE REOU!RED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRrTING THE POLICY MUST HA VE A RA TING OF "A " OR 8ETT£R AND A SIZE CA T£GORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED L/NT/L ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPR/A TE AGENC!ES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED /UPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE /UPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOT£D WITHIN THE REVISION BLOCK, ON THE APPROPRIA T£ SHITT OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA 1',!NGS SHALL BECOME THE PROPERTY OF THE CJTY UPON BEING SIGNED BY THE CITY ENGINEER. . 9. TH£ ORIGJNAL DRA1',1NG SHALL BE REVISED TO REFLECT AS-BU/LT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. . ID. ACCESS FOR FIRE AND OTHER EMERGtNCY "1:HICLES SHALL BE MAJNTAJNED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. fl. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD Of APPLIED SOILS ll[CHAN/CS. THE SOIL$ REPORT l',!LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIEW TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO TH£ CITY £NG/NEERING INSPlcCTOR UPON COMPLETION OF THE FIEW TESTS. 12. A.EHECQNSIRUCDDN MIT17NG SHAU BF HFLD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA TI\IES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT {760) 438-3891 AT LEAST RV£ (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAl',!NGS MUST BE AVAJLABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING MLL BE MADE BY CALLING THE £NG/NEERING 24-HOUR INSPECTION REQUEST LINE AT (760~ 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON _ E DAY BEFORE THE INSPECTION IS NITDFD INSPECTIONS WILL BE MADE n-iE NEXT WORK DAY UNLESS YOU REQUEST OTHERl',1$£. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE D£1£LOPER AND/OR CONTRACTOR SHALL DESIGN, tONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A OETAJL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY $H01',1NG THE DESIGN OF SHORING, BRACING SLOP£ OR OTHER PROVISION$ TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE E:XCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY £NG/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA 110N. IF THE PLAN VARIES FROM 'THE SHORING SYSTEM $TANQARQS fSTABI tSHED BY THE CON$1RIICDDN SAEfTY ORDER$ VD E B CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A EGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA XCAVA T/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO £XCA VA TION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERA DON$ 1\111 CEA Sf /MMEQ/A TEI 'r'. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERA T/ON$ CONDUCT[D ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTIJRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.I.I. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA TIDNS SHALL BE CONDUCTED ON KffKENDS OR HOLIDAYS. (A LIST OF CITY H_OLIDA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNT£R.) 18. ALI. Ofr-SITE HAUL ROUT£$ SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAY$ PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE · OCCURRING ALONG THE HAUL ROUT[ OR AD,IACENT S7REETS AS A RESUI T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXIST£NCE AND LOCA T/ON OF UTILITY STRUCTIJRES AND FACILITIES SHOMI ON THE CONSTRUCT/ON PLANS ~RE OBTAJNED BY A SEARCH OF THE AVAILABLE RECORDS. A TTENTlON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTIJRES NOT SHOWN OR IN A LOCA T/ON DIFFERENT FROM THAT SHOMI ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROT£CT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SIT£ sumctENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT /$ FOUND THAT THE ACTUAL LOCA DONS ARE IN CONFLICT Wl1H THE PROPOSED WORK. .STREET NOTES f. ACTUAL STRUCTIJRAL SECTIONS IW.L BE DET[RMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCT[D BY A PROFESSIONAL £NG/NEER Of THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD Of APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEG!NS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLAN$, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLE$ SHALL BE SHOWN ON THE "AS-BU!L I PLANS. NO DIRECT BUR!AL $1REET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL 8£ ·cur OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LA T£RALS SHALL BE INSTALLED PRIOR TO CON51RUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STRITTS. 4. STORM DRAJN PIPE SHALL BE REINFORCED CONCRETE PIPE IWTH A MINIMUM 0-LOAD OF 1,350. FOR PR/VAT£ STORM DRAJN PIPES, UP TO 15" PVC MAY BE UTILIZED PROV!DED DEPTH JS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR $DR 35 SOLID WALL P!PE. 5. MIER£ AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL BE REMOVED rt1TH!N TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED rt1TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRA T/VE CODE. 7. smm TREES SHALL BE INSTALLED PER SECTION IV D.3 Of THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG 1.119. ~-ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. ID. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY £NG/NEERING INSPECTOR. l!.l!i WE~ NOTES I. ~'ltf:R MAJN AND APPURT£NANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH . 1H£ "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME I- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER UNES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAl',!NGS AND NOTES AND THE STANDARD SPEC/FICA T/ONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST £DITIQN (GREEN BOOK}. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 1HE DIVISION · OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STAT£ CONSTRUCTION SAFETY ORDERS. .J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BU'ORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760} 438-3891} WATER NOTES t. WATER &: RECYCLED WATER /JAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W/1H THE "CITY OF CARLSBAD £NG/NEERING STANDARD$" (LA TEST E:OITION) VOLUMES 2 &: 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BU'ORE ANY EXCAVA T/ON AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. ,J. WORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS IIANAGER. <4. A PRtCONSTRUCT/ON CONFERENCE IIEETING SHALL BE HELD A MINIMUM OF 7 DAY$ BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THt CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOUR$ PRIOR TO $TARTING WORK $0 THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STFIUCTIJRES SHALL BE ALLOWED IN THE WA T£R UN£ EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY ll[ANS OF CA 1HOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES 1HAT PROTECTION CAN BE PERFORMED IN AN01HER MANNER, THE DISTRJCT ENGINEER l',!LL CONSIDER AN AL TERNA T/VE FORM OF PROTECTION. B. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF 1H£ FIRE UN£ LOCATED BETWEEN THE DET£CTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1 • AND ALL MET£RS SHALL 8£ 5/8" (UNLESS 01HERl',1S£ NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTIJRED BY ARMORCAST OR EQUAL. 1/. MJNIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICE:S SHALL BE 10 FEET. 12. THE TOP OF WA T£R METER BOXES SHALL BE FLUSH MTH THE FINJSHED SURFACE GRADE. 13. CONSTRUCT/ON OF WATER MA/NS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRIT£R/A FOR THE SEPARATION OF WATER MAINS AND SANITARY SEltFRS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/tACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. •»ECLARA,TION OF RESPONSIBLE CHARGE" 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THJS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS D£F1NED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT Wl1H CURRENT STANDARDS. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SP£ '/'IS BY LEAST TWO FULL WORKING DAYS PRJOR TO STARTING CONSTRUCT/ON NEAR THEIR »JE CITY OF CARLSBAD DOES NOT RELIEVE ME A$ ENGINEER , ~ FACILITIES AND SHALL COQRDINA TE WORK WITH A COMPANY R£PRESENTA TIVE. RESPONSIBILITIES FOR PROJECT DESIGN. () '<,I-A. 8J..-c!< .,,~ SDG&E 800)660-7343 : !2 ~ C60665 t;, ,i. · SIGNING AND STRIPING NOTES . ·1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES {FHWA '$ MUTCD 2003 REVISION!, AS .WENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF}, THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING /S SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE, PRIOR TO INSTALLA 110N. 4. ANY DEViA f/ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE fNGIN££R OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND $TR/PING $HALL BE REFLECTIVE PER CAL TRANS SPEC/FICA TIONS. STRIPING SHALL BE REPAJNTED 1WO Kf'EKS AFTER INITIAL PAINTING. SIGNING SHALL USE E:NCAPSULA TED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSP(CTOR. 1. EXACT LOCATION Of STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HJS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR $HALL REMO\lt ALL CONFLICTING PAINTED LINES, MARKING$ AND PAVEMENT LEGENDS BY GRINDING. DEBRIS $HALL 8£ PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGEND$ SHALL BE THE LATtST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS $HALL BE FIEW LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWJSE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERl',!SE SPECIFIED. 12. FIRE HYDRANT PA \IEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TFIAffiC CONTROL DEVICES (FHWA'S MUTCD 2003 REVIS/ON1, AS AMENDED FOR USE IN CALJFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. I:$. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED l'E'LLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOMI IN THE CALJFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA '$ MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) LINLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORA TtD STEEL TUBING W/1H BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. . 16. WHEN A SIGN /S ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY . OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY fl-IE CONTRACTOR SHALL BE DEUVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAJN. 19. {IF NECESSARY) K+IERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE 01.11-3 OBJECT MARKER SHALL BE 12•x12• INDEX 01<' SHEETS I. TITLE SH ITT 2. STREET IMPROVEMENT PLAN J. DETAILS &: SECTIONS 4. WATER SERVICE CONNECTION -VALLEY STREET 01fNER ENGINEERING FIRM: CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA. 92009 (760) 331-5063 CORNERSTONE ENGINEERING, INC. 620 MISSION A VENUE OCEANSIDE, CALIFORNIA 92054 (760) 722-3495 REFERENCE DRAWINGS BASIS OF BEARINGS DESCRIPTION: CLSB 123 2 1/2" BRASS DISC LOCATION: TOP OF CURB INLET 11'1:ST SIDE MONROE STREET ON WESTERLY PROLONGA 110N OF NORTHERLY CURB IN FRONT OF COMMUNITY SWIM CENT£R RECORDED: PER R.O.S. 17271 fLEVA T/ON: 208.131 DA TUM: NGVD 29 . .;/..... - SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAME1RICS WITH FIELD SURVEY AUGMENTATION METHODS FROM INFORMATION GATHERED ON APRIL 2004 BY FRASER ENGINEERING AND KENNY AERIAL (2004), CORNERSTONE ENGINEERING 2007-2008. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. • PROJECT LOCATION THIS PROJECT IS LOCAT£D WITHIN APN(S): 205-140-16,18,19,20,21,25,28,29,30 BASSWOOD AVENUE. MONROE STREET, VALLEY STREET AND CHESTNUT AVENUE n-iE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 2004000 E ....,,,62"'3=0=00=0~---------- BENCH HARK DESCRIPflON: Cl.SB 123 2 1/2" BRASS DISC LOCATION: TOP OF CURB INLET WEST SIDE MONROE STREET ON WESTERLY PROLONGATION OF NOR1HERL Y CURB IN FRONT OF COMMUNITY Sl',11./ CENT£R UNDERGROUND SERVICE ALERT 800)422-4133 FIRM: . CORNERSTONE £NG/NEERING, INC. . §'ft~"' '<f..:,-1~\.· PACIFIC BELL 800)892-0123 ADDRESS: 620 MISSION A\/fNUE ;~ . . .1, 1 ;;:/i TIME WARNER CABLE 760)438-7741 ~\ mtZ~/11• 'j7J. RECORDED: PER R.O.S. 17271 COX COMMUN/CATIONS 760)806-9809 CITY. ST.: OCfANSIDE CALIFORNIA 92054 "* . ,. El.EVA TION: 208.131 DA TUM: NGVD 29 R/W WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE l',!TH THE FOLLOl',!NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. I. 2. J. 4. 5. 6. 7. 8. CARLSBAD MUNICIPAL CODE CITY OF CAl?LSBAO ENGINEERING STANDARDS (CCSD) TH/$ SET OF PLANS ·:; ' RESOLUTION NO. N/A -DAT£D_~N~/.~A ____ _ fflE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). SOILS REPORT AND RECOMMENOA TIONS BY LEIGHTON CONSUL TING, INC. _____ DATED OCT. 11. 2007 11-IE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (SDRSD) AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNJA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NIA 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CORNERSTONE ENGINEERING. INC. DA TED APR .• 2008 WDID NO. ~9=3~7C~3=5,..,16=3=3 _____ _ STORM WATER MANAGEMENT PLAN PREPARED BY CORNERSTONE ENGINEERING. INC. DATED SEPT. 22, 2008 . -GWMP tlO· St,IMfc,tjc,c:ieJ,. "· CALIFORNIA STORM WA T£R QUALITY ASSOC/AT/ON 8MP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SJTf BMP MANUAL. LEGEND DESCRIPTION DWG. NO. SYMBOL QUANTITY ·, RIGHT OF WAY LINE . ' ... ,.·, .. . STRITT CENT£RLINE DRIVEWAY . . ....... SDRSD G-14A1 CCSD GS-12. 6" CURB AND GUTTER ............ G-2 CONCRET£ SIDEWALK . FIRE HYDRANT ASSEMBLY ...... CMwD W-12 ll'A T£R SERVICE CONNECTION -2• !;M .iD -\Jt EXISTING CURB INLET EXISTING WA T£R LINE fX/STING STORM DRAIN 'EXISTING "PRIVA T£" STORM DRAIN "f>RIVA ~ STORM DRAJN RJSER. A.C PAVEMENT # A', \<1017\\'1~? ,y C ll'{ &~IH}A"'-97 VICINITY CITY or OCEANSIDE · 7e PACIFIC OCEAN ~ ti I\ r . . • :J • • r .::r1 ® @=] ---w--- ---SD--- -o---SD ----<:i- 0 E727ZZZZJ MAP PROJECT SITE 1170 S.F. 427 L.F. 2,205 S.F. I E.A. 4 E.A. 419 s.r. CITY OF VISTA ~o~ CITY or ':.----'\~ SAN MARCOS CITY OF ENCINITAS "AS BUil T" CARLSBAD FIRE DEPARTMENT REQIHREMENIS RCE___ EXP. ___ _ ND. OF F.H<s)=.J_ F,FUJ\,'= G.P.11 DATE OF .J_ F,H( BLDG. SPRINKLERED NIA REVIEWED BY: INSPECTOR DATE r ..... ==========================~===~:===:=====~~,=s=:H1E;:;:::ET:::;j";::::;::C:;;IT~Y:;::=O;:F;;=C:;:=AR:;;:;:LS::;::;:B=;-A~D::;-;:::;;~H!~E'5T~s Kl ENGINEERING DEPARTMENT "' r,IMP~R~O;;;VE~MENT;;;;;;;;;=p~_ LANS~;;=;FO;;=R~::::::::::::::::::::::::::::=~~2::;,~i CARLSBAD HIGH SCHOOL STADIU PUBLIC IMPROVEMENTS gg; g~ ~~t~~gr~~;A~ iTii~Jii~) WATER) ~i~:~i=j~~~ B~:EPHON_'f:JJ, ~2!95_ \~~~:~\lr:~~j' • APPROVED: DAVID A. AUSER 4-,ftj, t ,. -~-'-~~~~-~...!...1.-4_~-'=====:c!-:__ ____ DAIE: •Jt/e,r" . WATER DISTRICT DEPUTY CITY ENGINEE PE 33081 EXPIRES 6 30 1ofu:i . 23. IN ACCORDANCE Wl1H THE CITY SUSI.IP N,L STORM DRAIN INLETS CONSTRUCTED MICHAEL A SHA VER r 1 j BY THIS PLAN SHALL INCLUDE "STENCILS BE ADDED TO PROHIBIT WASTE DISCHARGE <; lo/;,, 0 ' H~J OWN BY: I PROJECT NO. I DRAWING NO. DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. R.C.E. N0.:_.6,,,0""66,,,SL-___________ DAVID A. HAUSER DA DATE INITIAL DATE INITIAL DATE INITIAL CRHVWDKD BBYY::~ PD QB-06 457_9 REI/ISION DESCRIPTION ~ . J_L _____ !!!'_~==.=.=_=_-::========_::::::~_c::._:::_:c_:,.·-.s"'--:::~===""-----------~R:EG:1s:TR:A,::~:-N~E:XP_:'R:~~Tl:::N~D:_~~--~:~~,-~1:~/~3~1~/2:0:10~==--...;•~-!!!!!!'!!!!!!!!!!'!ll!l!!l!-~=~·=========~='-.,.....,...;D:E;P:UTY;;Cl;TY;;E;N;G;IN;EE;R;;;R;.c;.E;. ;33;0;8;;1;E;;XP~.;6;/~30~/;1~o;;E;NG1~N;EER~~or;;.:wo~--R;K~-; .. ::::=:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;·~;;;:;;;~~;0;1HER~~AP~P;R~o~vAL~-;;~C1~TY~A:PP:;R:ov:A:L:;;:;;;;;;;;;~;;;;;;;;;;;;;;._;;;,;;.;_~ ___ ~~~~~~;J \ 04290J. I ;; "' -0 Q, ,.., -ry )-'-cf: 0 ERVICE ABANDONMENTS: A. 314" -2• SERVICES W/SffiVICE SADDLE 1. CUT SERVICE LOOSE FROM CORPORATION STOP, AND REMOVE CORPORA TJON STOP FROM SERVICE SADDLE. 2. IF SADDLE IS DAMAGED OR CORRODED (OR NOT BRONZE -REPLACE WITH NEW SADDLE AND PWG WITH BRASS PLUG. 3. IF EXISTING SADDLE IS SERVICEABLE, PLUG WITH BRASS PLUG. B. 314" -2" SERVICES TAPPED DIRECTLY INTO MAIN: 1. REMOVE CORPORATION STOP AND INSTALL NEW SERVICE SADDLE OVER EXISTING TAP. PLUG SADDLE WITH BRASS PLUG. C. 1:• OR LARGER SERVICES: 1. CUT SERVICE LOOSE FROM VALVE AND REMOVE VALVE. 2. INSTALL BLIND FLANGE AT MAIN 3. CAP END OF ABANDONED PIPE WllH SLURRY OR CEMENT. NOTES: / 1. FOR ONSITE PRIVATE IMPROVEMENTS IN THI PD 08-06, DWG 457-98 (GRADING) 2. PUBLIC IMPROVEMENTS SHOWN HEREON TO BE CONSTRUCTED WITH THE STADIUM PHASE OF lHE CARLSBAD HIGH SCHOOL MODERNIZATION PROJECT. SEE SH DETAIL SEE SERVICE ABANDONMENTS, THIS SHEET I\ ,_. I> !>,' ~ -) ~---7 \ 'j ,c· ~&" ~.,.~ <.'.) I o /2 - 0 'A .o .·· \ ~ 1 I --198-- ,,_ 0 215,-· 33.0' 13+00 0.58% MONROE CURB 14+00 HORIZ: 1• = 20' VERT: 1• "' 4' ------ ,1 31.0. CONSTRUCTION NOTES: 0 ® 0 0 0 @ CONST 6" CURB & GUTTER PER SDRSD PER G-2 CONST 5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-10 CONST 24' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 CONST 6" CURB & GUTTER PER G-2, & 5' SIDEWALK PER SDRSD G-7, G-9, G-10, & CCSD GS-12 TO REPLACE DRIVEWAYS REMOVED DURING DEMOLITION. MATCH EXIST ELEVATIONS. . FIRE HYDRANT PER CMWD W-12 DRY CONNECTION -WILL REQUIRE SHUT-DO'M'l OF WATER MAIN. CONTRACTOR TO COORD WITH CMWD REGARDING SHUT-DOWN PROCEDURES 00 NOT CUT AC PIPE -REMOVE EXIST AC PIPE TO NEAREST JOINT -BOTH SIDES OF CONNECTION REPLACE WITH C-900 PVC AND PVC/AC ADAPTERS PER CMWD SPECIFICATIONS CONTRACTOR TO POTHOLE TIE-IN TO EXISTING WATER MAIN AND VERIFY LOCATION, SIZE & MATERIAL OF EXISTING WATER MAIN PRIOR TO STARTING WORK. FULL DEPTH A.C CLOSURE SECTION. THICKNESS OF AC CLOSURE SECTION TO MATCH THICKNESS OF EXIST AC/SASE COURSE ROAD SECTION. AC TO BE D2-AR 4000. BACKFILL~CIFICATJONS AND PAVEMENT REPAIR PER CITY SID. GS-25. ALL WATER IMPROVEMENTS TO BE PER CITY OF CARLSBAD STANDARD DWGS & CMWD SPECIFICATIONS. REPLACE CURB, GUTTER & SIDEWALK PER SDRSD G-11 & CITY OF CARLSBAD MODIFICATIONS TO REGIONAL STD DRAWINGS, SUFFICIENT TO BUILT WATER IMPROVEMENTS. METERS FOR lHESE TW0-2"WATER SERVICES SHALL BE RELOCATED FROM ONE OF TWO EXIST WAlER SERVICES /SERVING THE ADMIN BLDG & THE EXIST 2" WATER SERVICES ALONG BASSWOOD SERVING lHE PAC BELL BUILDING. METER NO. LOCATION 37101501 RESTROOMS AT CELL TOWER SITE GRAPHIC SCALE • ID ( IN FEET) 1 Inch s 20 ft. SEE SHEET 5 FOR PROFlLE 9ETAll l)F CONNECTION LlNES -""""' !'J -®©-.. · ...,.._., !:l!i EE DETAIL 2,.,,,..... I ON SHEET 5. 11N_ -~ .o. : r ."' 8" FIRE LINE & 2ea -2" WATER SERVICE SEE SHEET 5 OF 5 FOR DETAILS AND PROFILES,& "AS BUil T" .. RCE_-:,,-EXP-----DATE REVIEWED BY: / INSPECTOR DATE 44398766 OR 44398767 ADMIN. ADMIN. t---+----t-----------f---1-----+--+--11 sHiET j CITY OF CARI.SBAD I SH5EETS j ENGINEERING DEPARTMENT :=='...':::::=============-==~ NO WORK RELATED TO ABANDONJNG lHE EXISTING 8" FIRE MAIN (CLOSING GV, CUT & CAP, ETC.) SHALL BE DONE UNTIL NEW 8" FIRE SERVICE IS INSTALLED AND OPERATIONAL NOT USED DRY WATER CONNECTION(S)-WILL REQUIRE SHUIDOWN OF WAlER MAIN. CONTRACTOR TO COORDINATE THROUGH CITY OF· CARLSBAD ENGINEERING INSPECTOR REGARDING SHUIDOWN PROCEDURES. 11-----il----+----------------..----+---1---1----1 IMPROVEMENT PLANS FOR: CARLSBAD HIGH SCHOOL STADIUM PUBLIC IMPROVEMENTS PHASE "' ~ M ' u \ \ \ \ \ q,\ \\\ \ \\\\ 0 \ \ \ \ 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ -\ '\ \ ~i-J: \ 9'v~ \ \ \ \ \ \ I I I I t >c----<( ONSITE PRIVATE IMPROVEMENTS TO BE CONSTRUCTED Willi .v-,---._____ OFFSITE IMPROVEMENTS SHOWN \ TAC COAT \ ' --H~ON. SEE DWG 457-9B ( ONSI TE· GRADJNG) ~-,-------------- / / / 187.5 IE I; / PRIVATE 12" SD I I; '\._PRIVATE 12" SD @ 1.5% 187.0 IE IN SEE NOTE 3 [ PRIVATE 15" SD ----~ ~-~~~~-=--=-----_!-..7""-~ -~ f; 196.4 FS \ ~ ~ .>.___:,~~~;,'(" ------ PRIVATE BIO-RETENTION GARDEN ------~ ----- ~ ----" ',. ~ & F LL AC PAVEMENT SEC ON PER GS-12 ABANDON EXIST 12" RCP SAWCUT \ 195.26 TC DEPRESSED CURB ONSITE PRIVATE IMPROVEMENTS TO BE CONSTRUCTED Willi OFFSITE IMPROVEMENTS SHOWN HEREON. SEE DWG 457-9B (ONSITE GRADING) 195.91 FS " " " " '· " """ " " '-'-. \ S' ·~ ~ .-~ .A'\ ",' u' <...!:-, CON~T C~NCRETE ~ T. n SIOE~A fER =Vi G-7, 9,G-10 '◊~ ., \ ,/G ~ q, "\ 'v \ / C>-t~ \ C, ~ / ~ \~ R/W 60' I t I 30' 30' I I 1 o' TC 20' 20' EXISTING SA WCUT I PAvi:MENT \ I 1' MIN. ___ -v~_ l I VARIES EXISTING SIDEWALK 7]~ r == = == = = = -= = = = A.C c}rt~~~ = EXISTING CURB 6" CURB & GUTIER & GUffiR PER SDRSD G-2 TYPICAL SECTION STA. 21+60.46 -21+72.63 BASSWOOD AVENUE STA. 21+69.52 -22+03.41 BASSWOOD AVENUE STA. 11+23.64 -11+41.64 MONROE S1REET (LANCER WAY) STA. 11+96.33 -12+17.61 MONROE STREET (LANCER WAY) STA. 12+59.53 -12+97.66 MONROE STREET (LANCER WAY) STA. 13+36.68 -14+45.13 MONROE STREET (LANCER WAY) SCALE: 1• = 1o' R/W 5' SIDEWALK PER SDRSD G-7 R/W 60' 1~----------i t R/W 30' I EXISTING I 1 1' MIN. -VARIES I VAR/£S PAVEMENT~ SAWCUT --~-~------~- EXISTING SIDEWALK _7} :F = = = --------~-~ CLOSUR~ = - SECTION EXISTING CURB DRIVEWAY & GUillR PER SDRSD G-14A R/W TYPICAL SECTION STA. 22+60.11 -23+10.11 BASSWOOD AVENUE STA. 12+97.66 -13+36.68 MONROE STREET (LANCER WAY) STA. 14+77.87 -15+14.67 MONROE STREET (LANCER WAY) SCALE: 1' = 10' 5.5' R/W ,.. 1 30• l\ii I::::, ~-10-· __ TIC◄~---2_0· ____ , 20' TC 10' ,~ 60' 30' --~- EXISTING CURB & GUffiR I :~ I I EXISTING I : PAVEMENT l ' EXISTING CURB I I & GUffiR VARIES VARl£S _ TYPICAL SECTION STA. 20+66.42 -21+60.46 BASSWOOD AVENUE STA. 21+72.63 -21+69.52 BASSWOOD AVENUE STA. 22+03.41 -22+64.00 BASSWOOD AVENUE STA. 23+36.05 -34+54.38 BASSWOOD AVENUE STA. 10+8B.09 -11+23.64 MONROE STREET ~LANCER WA~ STA. 11+41.64 -11+96.33 MONROE STREET LANCER WA STA. 12+17.61 -12+59.53 MONROE STREET LANCER WA STA. 15+83.29 -30+38.28 MONROE STREET LANCER WAY) SCALE: 1" = 10' R/W 60' 1--------------, I 30' t 30' lu.l '-----------~---------------5 R/W I 10· Tc 20· 20· Tc 1 o· I= :7 .~ I NEW AC PAVEMENT ' ' iif i _ ~•"~l ro ""' : •· ~~~ ''I'' i EXISTING SIDEWALK ~J-~ EXISTING CURB & GUffiR VALLEY STREET SECTION STA. 4+73 -4+95 SCALE: 1 • = 10' 5' SIDEWALK PER SDRSD G-7 10' TC 20' 20' TC 10' I EXISTING I SAWCUT PAVEMENT~ 1 1, MIN. -VARIES I VARIES --~--------~- EXISTING SIDEWALK_/} r --= = -A.C CLOSURE - SECTION EXISTING CURB 6" CURB & GUillR 12.0· - & GUffiR PER SDRSD G-2 MONROE STREET (LANCER WAY) SECTION STA. 14+45.13 -14+77.87 STA. 15+14.87 -15+63.29 SCALE: 1• = 1 O' R/W 12' SIDEWALK PER SDRSO G-7 R/W 60' 1~------------1 R/W I 30' 30' IW I ~~ I lo' TC 20' 20' TC 10' Ifs •& I if EXISTING I 5. 5' 4. 5' 1 PAvi:MENT\ • . EXISTING CURB 7 , ---=-----v~_~ __ I ___ v~&~umR~ -- EXISTING SIDEWALK _;r) :F -------~ T \_ EXTEND SIDEWALK EXISTING CURB EXISTING SIDEWALK_/ TO R/W, CONSTRUCT & GUillR BASSWOOD A VENUE SECTION PER SDRSD G-] R/W I STA. 22+55.78 -22+80.11 STA. 23+10.11 -23+36.05 SCALE: 1• = 10' 60' R/W t I 30' 30' I , ... ,-----------~--<-------------~ 10' TC 2o' 20' TC 10' •------1--------1-------1----''§ •& R/W I BASSWOOD AVENUE SECTION STA. 22+64.00 -22+55.78 SCALE: 1 • = 10' 60' 10.0' if . I R/W I 30' I 30' , ... '-------------i-~------------'5 I 10' TC 20' , ____ , ________ _,_ ____ 2o_' ____ T<c ___ 1_0· __ .lfs '& if I PROPOSED I PAVEMENT ~ 1 EXISTING CURB EXISTING s1DEW~LK ~_J-ca :F == = VARIES = -= I = = VAR/f.S & cumR ~1/-=--- EXISTING CURB EXISTING SIDEWALK & GUffiR CHESTNUT AVENUE SECTION SCALE: 1• = 1 o' "AS BUil T" RCE __ _ EXP,---- REVIEWED BY: INSPECTOR DATE DATE ,,,ro 9t, ~ I..---'"\,-,, \\ \ / ,.>, 'i.A_ \ EXIST CURB AN ~ \' ~ ~-'& \ GUTTER \ 1----+----+-----------;----i---+----t----t I SHJET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT :==:'....:::::==========--==:::::::; " + \ \\ A 9'v~ ' 2. lliESE PLANS ARE FOR CONSTRUCTION OF PUBLIC \\ '°c,Q~<; \ {OFFSITE) IMPROVEMENTS ONLY. ONSITE PRIVATE --\----,x,0 c') \,\···.\,,, ~\ .. i;,->\ ~o-i' ~ ,\\\ \ IMPROVEMENTS SHOWN FOR REFERENCE. REFER TO PD ~ / \ ;tl c.·<J><rX' "-,;,.'i,c, \ \ \ \ 02-06, 457-9B FOR CONSTRUCTION OF ONSITE ""-/ \ , ,v r'' IMPROVEMENTS. 80lli OFFSITE AND ONSITE PRIVATE \ / -...._ \!-} ~._; _.,.,-~ IMPROVEMENTS TO BE CONSTRUCTED CONCURRENTLY AS § / '-----PART OF CARLSBAD HS MODERNIZATION (STADIUM ~ DRIVEWAY DETAIL • A' 3. ~~~~E(NTO EXISTING CURB INLET AND GROUT CONNECTION DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PLANS FOR: CARLSBAD HIGH SCHOOL STADIUM PHASE PUBLIC IMPROVEMENTS APPROVED: DAu./.;,SER 4-./J/o, DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 10 1 DA TE ;/l SCALE: 1"=5' FOR NEW STORM DRAINS Willi EPOXY MORTAR ~L,_ ______________ __;_ ___________________ ~~~~~;;;;;;;;;;;;;;;~~~~~;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;~~~~;;;::::J OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I DRAWING NO. ~~g ~~;~ PD 08-06 . 457-9 • f f + NOTES: 1. CONTRACTOR SHALL POTI-lOLE LOCATION OF EXISTING 14" STEEL WATER MAIN AND VERIFY LOCATION, DEPTH, & SIZE PRIOR TO STARTING WORK. 2. ll-lESE PLANS ARE FOR CONSTRUCTION OF PUBLIC (OFFSITE) IMPROVEMENTS ONLY. ONSITE PRIVATE IMPROVEMENTS SHOWN FOR REFERENCE. REFER TO PD 02-06, 457-98 FOR CONSTRUCTION OF ONSITE PRIVATE IMPROVEMENTS. BOTH OFFSITE AND ONSITE IMPROVEMENTS TO BE CONSTRUCTED CONCURRENTLY AS PART OF CARLSBAD HS MODERNIZATION {STADIUM PHASE). 3. VALLEY STREET STATIONING SHO'M'l PER CITY RECORD DRAWING 192-1 (PROJECT NO. 78-9). 4. ALL WATER IMPROVEMENTS AND TRENCH BACKFILL TO BE PER CITY OF CARLSBAD STANDARD DRAWINGS AND CMWD -"""'SP,ECIFICA TIONS. '"'-'---, -~---- ORY WATER CONNECTION(S)-WILL REQUIRE SHUTDOWN OF WATER MAIN. CONTRACTOR TO COORDINATE TI-lR0UGH CITY OF I)... CARLSBAD ENGINEERING INSPECTOR REGARDING SHUTDOWN ill PROCEDURES. L_/'----._---'----~~ ,,A..._.._ __ A,,,._ , , __ _,. _ _.~ TRENCH/PAVEMENT REPAIR TO BE PER SBRSD C 24, T¥Pta: A REPLACE CUR~~ PER SORSD G-11 &_,.C-ITY...._ OF CARLSBAD MODIFICATIONS TO REGIONAL STD DRAWINGS, LA TEST EDITION. 8. REFER TO DWG 457-9B FOR REMOVAL/ABANDONMENT OF EXISTING STORM DRAIN AND CONSTRUCTION OF NEW STORM DRAIN. 9. NOT USED 10. SEE SERVICE ABANDONMENT NOTES ON SHEET 2 . \ UBUC IMPROVEMENTS SHOWN HEREON TO BE BUil T CONCURRENTLY WITI-l ONSITE f>BIVA TE CAMPUS IMR0VEMEN AS PART OF CARLSBAD HS M00ERNIZATION0 !;'R,QJECT. E DWG 457-98 FOR ONSITE PRIVATE GRADING IMPR/ ' / N • ' ,, ( XISTING --• T 1N - Rm~s E C RB, & ' ® ~ , {XISTI G ' NTII~ ' L 'slDEWALK ~--1.__-----cr-G 0 w '-----os----------as~ GRAPIIlC SCALE ~ O ~ M I -.. ;_,_J -: ( IN FEET) I Inch = 20 ft. "AS BUil T" RCE___ EXP. ___ _ DATE --f------t--s REVIEWED BY: I SH:ET I CITY OF CARLSBAD I SHSEETS I t----t--+---------------+---+--+---+---1 ENGINEERING DEPARlMENT t----+--+---------------+----+--+----+----1 1-----t--+---------------+----t--1-----t----11 IMPROVEMENT PLANS FOR: DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION CARLSBAD HIGH SCHOOL STADIUM PHASE PUBLIC IMPROVEMENTS ti•--=""""""'"""""""""' ...... ,.,.......,. ...... "!_ ... _ ... __ .. ________ • ___________________________ • __________________ ":_ _______________________________________ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii----------------------------------.. -------------------------------------- \ I ' I \ ) I • 211 210 209 208 207 206 REMOVE (1) LENGTH/SECTION (13±LF) OF EXISTING ACP PIPE 5'± 4.5' 3.5' (AC 210.30) EXIST. DUCT EXISTTNG AC AC 210.47 BANK CHIP AWAY SLURRY @ tlOTTOM OF DUCT BANK -+O ALLOW CLEARANCE ---,· -· ·· FOR NEW COUPLING I 1NSTALLATION ----,--- . £XISnNG 8" CL _______ _ 150 AC PIP£-1 REMOVE EXISTING ACP COUPLING EXISTTNG 8" AC PIPE 1 REMOVE EXISTING COUPLING -----211 11.5" 9• 9•, 6" 2"-3"± ELECTRICAL DUCT BANK (PROFILE VIEW) HORIZ: 1 • -2' VERT: 1" = 2' CONSTRUCTION NOJES: (j) 8" TRANSITION COUPLING (DRESSER/SMITH BLAIR) q> B" C-900 DR-18 PVC SPOOL PIECE (l=3'-9"±) Q) FlxPJ ADAPTER © B" TEE (All FL) ® DUCTILE IRON PIPE SPOOL PIECE (FLxFL) L=24.5" © 8" GATE VALVE (ALL FL) (207.98) TOP OF EXIST. --ACP COUPLING -- . ~7JNQ JI"..CL 1 150 AC PIPE REMOVE EXISTING ACP COUPLING (207.42) TOP OF EXIST. ELECT DUCT BANK @ OUTSIDE OF PIPE 7 6 6" C-900 DR-18 PVC SPOOL PIECE (L= 2'-3") 8" GATE VALVE (FLxFL) W/FlxPJ ADAPTER INSTALL TEST PLATE WITH 2" M.A.R. ATTACHED TO GATE VALVE @ THRUST BLOCK PER CMWD W-15 @ 2" MANUAL AIR RELIEF (M.A.R.) @ 2" M.A.R., MINIMUM 20" FROM GATE VALVE 5' 3'-9"± 6" !¥ t 9" "' 0 ~ +1 II() 9• 4.5' liJ !¥ t 24.5" 11.5" 9• ~I ~I 9• (/) ---1/) --(PLAN VIEWJ'\..'t. HORIZ: 1" = 2' 3.5' 6" 2'-3"± PVC EXISTTNG 8" AC PIP£ REMOVE EXISTING COUPLING MONROE STREET 210 209 208 206 210 • 209 -------11 ---------"'-r.,-J.l 208 207------- 6 1' n BACK OF WALK --+--7~-----/ 209.55 210 (PROFILE VIEW) HORIZ: 1" = 2' VERT: 1" ~ 2' 2' 1'-9" b "' "' "l ~ 110 I + 10 --i. t; -~ - '\_It. MONROE STREET (PLAN VIEW) HORIZ: 1• c 2' NOTES: OJ 8" DUCTILE IRON PIPE SPOOL TO BE FACTORY PRETAPPED FOR TWO (2") NPT CORP STOPS. TAPS MUST BE PRECISELY VERTICALL. Y ALIGNED ON TOP OF PIPE WHEN PIPE (SP00L IS INSTALLED IN FIELD. FLANGE BOLTING PATTERN OF TEE 3 MUST BE ACCOUNTED FOR WHEN TAPPING SPOOL II] 2 FT SEPARATION BETWEEN TAP HOLES [fil SERVICE SADDLES (INDICATED ON CMl'iO W4) SHALL NOT BE UTILIZED IN INSTALLATION. ill 2" ANGLE METER STOP (ITEM 6) OF CMWD W4 SHALL BE PLACED DIRECTLY VERTICALLY OVER THE 2" TAPS ON THE 6" OIP SPOOL A VERTICAL PIECE OF 2" COPPER PIPE SHALL BE USED TO MAKE CONNECTION BETWEEN 2" ANGLE METER STOP &: THE 2• CORP STOP ON Tl-IE DIP SPOOL @) CONTRACTOR SHALL ENSURE ALL FLANGE BOLT/NUTS ARE ,.+=~:::----CLEAR OF ANY CONCRETE AND ARE ACCESSIBLE FOR MAJNTENANCE. DETAIL '2' (I] ALL FLANGE BOLTS/NUTS SHALL BE TYPE 316 STAINLESS STEEL CONSTRUCTION NOJES: G) 8" C-900 PVC cu 50 @ 8" FlxPJ ADAPTER 0 © © 8"x6"x8" TEE (ALL Fl) W/THRUST BLOCK PER CMWD W-15 8" DUCTILE IRON PIPE SPOOL (MIN WALL THICKNESS 0.6") (FLxFL) SEE NOTE [D & III 2• TAPS SEE NOTE(}],@)& [fil ® 8" BLIND FLANGE 0 ® ® @ 2· WATER SERVICE PER CMWD W4, SEE NOTE III 6" GA TE VAL VE (FlxFL) 6"x30" FLxFL BURY ELL (6 HOLE PATTERN}. FIRE HYDRANT ASSEMBLY PER CMWD W12 (MODIFIED AS INDICATED) DETAIL '1' ON-SITE WATER SERVICE CONNECTION MONROE STREET WATER MAIN CONNECTION R/W I . 30• 10· R/W ·1 13.5' I AC I ,EXIST. AC I I-FIRE HYO. 211 ----1.j__~_~:._~ -~--------PA!!_ME~c--~w55·-' 7 ---_ 211 210 ........ (209.35) · 210 -------------------...... ...... ------------ 209 c e• WATER ___ J.. __ _ ---EXIST. .J-.1/2"..EAS RELD VERIFY .... --- 208 --------.+-------....,_---------t-- 206 EFLECT tJNE O PJ B" PVC -CONNECTION (3.5"± ·-tc~soo DR=18) -----209 -_--.-£!BE HYO_. RISER -----208 -----207 -----206 205 ----.EXIST. .s• -YCP SEWER 205 _ __ PER 120-7. 12" MIN. _ __.. ______ PVC HIGH DEFLECTION __ CLEARANCE il1/IVA TER-~-11 COUPLING OR D.I. SLEEVE 204 (8"/NV.203.90)! l\ (MJ CR PJ) 204 ---------"TROM REC. DATA -J_, -----------~ II . ~ _ --------f.XJST.__24" RCP s.o;;--:\ / ..(24'1/JJV.2IJ2.1S) ______ _ PER 270-1--.., U.---ffiOM REC. DATA 202 ARE HYDRANT-· .... ~~--------202 MONROE STREET CONNECTION STA. 18+87.52 TOP -TOP OF PIPE (PROFILE VIEW-LOOKING SOUTH) HORIZ: 1" = 10' VERi: 1• = 2' R/W 1· 3.5' 209 ---i . 8_" _WA_TE_R ---EXIST. t-1/2~AS -- ---------209 -_-_-a'.'_Rl.sE_R fQ.R .a:._ _ DOUBLE CHECK VALVE --iB~ETECTOO i\SSEMBLY 208 _ (Ot-1-SIIE JMPR_OVEMENT) FIEW VERIFY 208 --------.+-------_,__. ________ _ ---------207 206 EFLECT tJNE C PJ e• PVC --CONNECnoN.+3.s-±) -(e--soo nR-18) --------206 205 EXIST. ./J" 4/CP SEWER ·----------4.--------------205 PER 120-7. 12" MIN. ....... VC HIGH DEFLECTION ---QEARAN'ct ff1/WA7FR::::;:::_-l 1 COUPLING OR D.I. SLEEVE - 204 (8 "INV.2 0:J.9o)J __ .,.... ____ . __ _,,(MJ CR PJ) ---------··-204 ---------TROM REC. OATA -Ll ------------- 203 II . 203 _ ________ EXIST. 24"..EJ;P .2:fl/,, i -(24"JNV.202.11) . --------- 202 PER 270-1 v-fRoM REC. DATA FIRE PROTECTION WATER ·~----------202 MONROE STREET CONNECTION STA. 18+ 77.02 (PROFILE VIEW-LOOKING SOUTH) HORIZ: 1• = 10' VERT: 1" = 2' TOP -TOP OF PIPE "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE , S~ET I CITY OF CARLSBAD I SH~ETS l ENGINEERING DEPARTMENT l---t--+---------------+---+--+---+---1 ll4PROVEMENT PLANS FOR: ENG1NEER OF WORK CARLSBAD HIGH SCHOOL STADIUM PHASE PUBLIC IMPROVEMENTS \,,•. ;l .. ',_:;:,~- l ., ;_~ --,,, ,#-" '•·t.::; ~ ' ) ; i / •