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HomeMy WebLinkAboutDWG 457-9F; PD 08-06; CARLSBAD HIGH SCHOOL MODERNIZATION; 01-06+ 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 DOfS 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 PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE: A RATING OF 'A-" OR BETTER AND A SIZE CATEGORY OF Ct.ASS V OR BETTER AS ESTABLISHED ey "BESTS' KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE: BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVIS/ON OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. 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 STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. Tl-IE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITI-IIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. Tl-IE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MffTING SHA/ L Bf Hfl D AT THf S17f PRIOR m THf BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTIONti/NSPECTIO~ SUPERVISION~ TESTING AND ALL OTHER ASPECTS OF T1--iE: WORK. 7: CONTRA TOR SHAU rHtbuLt 'fHt: MEETING BY CALLING THE INSPECTION LIN(f: AT (750) 438-3891 AT LEAST FIVE: (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. IJ. ALL INSPECTION RfQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING Wli.L BE MADE BY CALLING THE £NG/NEERING 24-HOUR INSPECTION REQUEST LIN£ AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON llif DAY f/fFOFIE llif !Nsp[CTION IS NITDfD. INSPECTIONS WILL 8£ MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTI-IERl'11S£. REQUESTS MAD£ AFTER 2: 00 P.M. WILL BE SCHEDULED FOR 7WO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, tONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE: SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTI-IER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST 8[ PREPARED FOR ALL TREIICHES FIVE: FEET (5') OR MORE IN DEPT/-1 AND APPROVED BY Tl-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF Tl-IE PLAN VARIES FROM Tl-I[ SHORING SYSTEM STANDARDS ESTARI ISHfD BY D:IE CONSTRUCTION SAFETY ORDERS un E 8 CALIFORNIA ADMINISTRA 17\/E: COD£, Tl-I£ PLAN SHALL BE PR[PARED BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTEJ TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCO\([RED 'MT/-1/N ANY 'NORK ZONE DURING CONSTRUCTION, OPERAD.QJ:i'i !Mil CfASE IMMfQIA)fl 'I'. AND THf PERMITTE£ WILL NOTIFY THE CITY £NG/NEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO 50. 17. ALL OPERATIONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTI-IER ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTI-IMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE £NG/N£[R/NG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HI.UL ROUTES SHALL BE SUBMITTED BY Tl-IE CONTRACTOR TO TH£ CITY ENG!NfER FOR APPROVAL TWO fl/LL WORKING DAYS PRIOR TO BEGINNING Of WORK. T/-1£ CONTRACTOR SHALL 8£ RESPON'>IBL£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG llif HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF 1HE; GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURfS AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS f\ERE OBTAINED BY A SEARCH OF Tl-I£ AVAILABLE RECORDS. ATTENTION IS CALLED TO Tl-I£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITlcS OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM TI-IAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT Tl-IE UTILITIES SHOWN ON Tl-IE PLAl',S AND ANY OTI-IER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. Tl-IE CONTRACTOR SHALL VERIFY Tl-IE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) W/17-IIN Tl-IE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT Tl-I£ REVISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND Tl-IA T THE AC11 •AL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED U17LITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WIT/-1 A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN} CITY OF CARLSBAD[SEWER, WATER & RECt.AIMED WATER) ! 8001422-413J 800 560-7343 800 892-0123 760 438-7741 760 806-9809 (760)434-2980 (760)438-2722 23. IN ACCORDANCE WITH TH£ CITY SUSMP 1/-L STORM DRAIN INLETS CONSTRUCTED BY T/-1/S PLAN SHALL INCLUDE "STENCil.S BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL 8£ ADDED TO Tl-IE SATISFACTION OF THE CITY ENGINEER. STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R' VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON T/-1£ PREPARED BASEMENT SOIL THE "R' VALUE TESTS AND Tl-IE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO Tl-IE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON Tl-IE •AS-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP£ MTH A MINIMUM D-LOAD OF 1,350. FOR PRJVA TE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PROVIDED DEPT/-1 IS LESS THAN 15 FEET AND BACKFILLED WITH J/4' ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 30J4 FOR SOR 35 SOLID WALL PIP£. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITI-/IN TWENTY FEET OF BVILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTI-IER ARE:AS Tl-IE PIPE WILL BE PLUGGED WIT/-/ CONCRETE OR REMOVED AS APPROVED BY Tl-I£ CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRA Tl\/£ CODE. 7. STREET TREES SHALL 8£ 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 M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY TI-IIS WORK SHALL BE REESTABLISHED, PE:RPETUA TED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. SEYER NQTR.<J 1. SEf\ER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE YrlTH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1 - GENERAL DESIGN STANDARDS. CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES AND Tl-/£ STANDARD SPECJFJCATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN E:XCAVA TION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL A'JHERE TO ALL PROVISIONS OF Tl-IE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE DISTRIcrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM Tl-IE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTR!crs ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQVIRED. 5. TH£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINE:ERING INSPECTION 48 HOURS PRIOR TO TH£ BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891) WATER NOTES I. WATER & RECYCLED WA IE'? MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH Tl-I£ 'CITY OF CARLSBAD ENGINEERING STANDARDS' (LA TEST EDITION) VOLUMES 2 & 3. 2. Tl-IE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM Tl-IE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA N017FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE AN'r' CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. WO. LINES, A PERMIT SHALL 8£ OBTAINED FROM TH£ C.M. WO. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA TIONs' PUBLIC WORKS MANAGER. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2 SIGNING, STRIPING AND PAVEMENT MARKINGS SHAL). COl'{_FORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA S MUTCD 2003 REVIS/ON!, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPEC/FICA TIONS ( JULY 2006 OR LA TEST VERSION THEREOF), TI-IESE PLANS AND THE SPECIAL PROVISJONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA Tl\/£, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPEC/FICA TIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SH£ETING (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 TH£ APPROVAL OF TH£ Cl TY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL 8£ APPROVED BY TH£ PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE: PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES~ MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVEu BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE Tl-IE LA TEST VE:RSION OFTH£ CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE: 10' INSIDE DIMENSION UNLESS OTI-IERMSE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES. STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO Tl-IE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION!, AS AMENDED FOR US£ IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISIONI, AS AMEND£D FOR USE IN CALIFORNIA) UNLESS OTI-/ERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT TI-IOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO 8£ RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, TH£ R4-7 SIGN SHALL BE 18"X24' AND TH£ OMt-3 OBJECT MARKER SHALL BE I 2"XI 2• INDEX or SBEBTS 1. Tl TL£ SHEET 2. STREET IMPROVEMENT PLAN (MONRO£) J. STREET IMPROVEMENT PLAN (MONROE) 4. STREET IMPROVEMENT PLAN (CHESTNUT) 5. DRIVEWAY DETAILS 6. TYPICAL SECTIONS OWNER CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL ENGINEERING FIRM CORNERSTONE ENGINEER/NG, INC. 717 PIER VIEW WAY a CITY PACIFIC OCEAN VICINITY MAP PROJECT SITE NOT TO -f,[},j-SCALE CITY 01' VISTA __ ,a-~ ~'L--"'ll~OA!ll-,--.._..,--t"- ~qr:l; CITY 01' ENCINITAS WORIC TO BB DONB Tl-IE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. 2. J. 4. 5. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS (CCSD) TI-IIS SET OF PLANS RESOLUTION NO. N/A DATED_~N~/.~A ____ _ TH£ STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY. LEIGHTON CONSUL TING, INC. DATED 5/21/08 AND BY NOVA ENGINEER/NG & ENVIRONMENTAL DATED 11/19/09 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (SDRSD) AND AS MAY BE MODIFIED BY Tl-IE Cl TY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NIA 6. 7. 8. 9. STORM WATER POLLUTION PREVENTION PLAN jSW09-/03 AMENDMENT 05) PREPARED BY CORNERSTONE: ENGINEER/NG, INC. UPDATED 07 28 09 10. 11. WDID NO. 9 J7C 3516JJ STORM WATER MANAGEMENT PLAN (ADDENDUM REPORT, REV 4) PREPARED er.CORNERSTONE £NG/NEERING, INC. UPDATED 01/18/10 SWMP NO. 09-29 CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG, NO. SYMBOL QUANTITY RIGHT OF WAY LINE .... STREET CENTERLINE TRENCH RESURFACING: . .GS-25. ~ 102 L.F. DRIVEWAY. .......... SDRSD G-14A, CCSD GS-12 ........ ==1,1---1,c 1,503 S.F. 37 L.F. 9,815 S.F. 1,325 L.F. 12 L.F. 6" CURB AND GUTTER .. CONCRETE SIDEWALK ......... G-7, G-9, G-10. SA WCUT EXISTING RETAINING WALL . . (SEPARATE PERMIT) ..... SDRSD C-4/C-8 ... 2" WATER SERVICE CONNECTION, ... CMWD W4 & W20 .... W/ 2• BACKFLOW PREVENTOR FIRE HYDRANT ASSEMBLY ... A.C PAVEMENT. 8' GATE VALVE 6" GATE VALVE .. CMWD Wl2 .... CMWD Wl6 .. ........... CMWD Wl6 DOUBLE DETECTOR CHECK VALVE ...... CMWD W22. (FOR FIR£ SERVICE) THRUST BLOCK . ... CMWD Wll. EXISTING CURB INLET · · · EXISTING WATER LINE · · EXISTING STORM DRAIN· EXISTING "PR/VA TE" STORM DRAIN· ~ FHH ~ <l !(.'5"1 w SD --a P{; .,~1 [}- 2 EA. 2 EA. 1,220 S.F. 4 EA. 2 EA. I EA. 2 £A. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCT/ON BEGINS. Tl-IE CONTRACTOR SHALL NOTIFY Tl-IE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(750) 438-3891 FOR SCHEDULING. CARLSBAD, CA. 92009 (760) 331-5053 OCEANSIDE, CALIFORNIA 92054 (760) 722-3495 ;' ~ 5. THE CONTRACTOR SHALL NOTIFY THE CITY l)f CARLSBAD ENG/NEERl."IG INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (750)438-3891. 6. NO TREES OR STRUCTURES SJ-/ALL BE ALLOWED IN TH£ WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQVIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PR07fCTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTI-IER MANNER, Tl-IE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA TER/ALS OF THE FIRE LINE LOCATED 8£TWE£N THE D£TECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY TH£ CITY OF CARLSBAD FIR£ MARSHAL. 9. ALL POTABLE: WATER AND R£CYCL£D WA1ER S£RVIC£S SHALL 8£ 1• AND ALL METERS SHALL BE 5/8' (UNLESS OTHER WISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. II. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 1D FEET. 12 THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH Tl-IE FINISHED SURFACE GRADE. 1J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS AR£ NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT i. 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/EACH GASKET). USE CERTAINTEED "VINYL-IRON' H.D. FOR C900. "DECLARATION OF RESPONSJRJ,I CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE: EXERCISED RESPONSIBLE CHARGE OVER Tl-IE DESIGN OF Tl-IE PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND TI-IAT THE DESIGN IS CONS/STENT WITH CURRENT STANDARDS. I UNDERSTAND TI-IAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CORNERS TONE ENGINEERING, INC. ADDRESS: 717 PIER VIEW WAY CITY, ST.: OCFANSIDE, CALIFORNIA 92054 REFERENCE DRA.1'INGS DWG NO. 88-116 / l \' I /..'--~~ DWG NO. 114-4 DWG NO. 128-1 BASIS or BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COOR DINA TE SYSTEM OF 1983 (EPOCH 1991. 35) ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN FIRST-ORDER GPS CONTROL POINT MONUMENT NUMBERS 123 AND 120 AS SHOWN ON RECORD OF SURVEY 17271 RECORDED AT FILE NUMBER 2002-0112862, N00'16'34"E. QUOTED BEARINGS FROM REFERENCED MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. SOURCE or TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAMETRICS 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. PR01ECT LOCATION T/-1/S PROJECT IS LOCATED ADJACENT TO APN(S): 205-140-30, 35, AND 36 BASSWOOD AVENUf. MONRO£ STREET. VALLEY smEET AND CHESTNUT AVENUE Tl-IE CALIFORNIA COORDINATE INDEX OF TI-IIS PROJECT IS N 2004000 E ~62=3=00=0,:0 _________ _ BENCH MARK DESCRIPTION: CLSB 123 2 1/2" BRASS DISC LOCATION: TOP OF CURB INLET WEST SIDt MONROt STREET ON WESTER!. Y PROLONGATION OF NORTHERLY CURB IN FRONT OF COMMUN/ TY SWIM CENTER RECORDED: PER R.O.S. 17271 ELEVATION: _.,,20.,,8"". l-"-31,__ ______ DA TUM: NGVD 29 ,I'~\, w. 80-1' ~ ;ff" ~ ~-N "' :a, o. :~EPHO~&kl R. C.E. NO.: 48B34 MICHAEL W BORAKS oA TE: -~6.+-lza=--=-v~~o~,o~_ I 48834 * E,p. 9/30/10 * C/V\\, REGISTRATION EXPIRATION DATE: 09/30/2010 ~ CM.I sl ~ ... I:""'. ~~·-" < '- ·~-· & /1551/MPTION Or 1?£Sf'ONS!Bll: C/l,4~G€ -~~-\• ('. ~' _.,-..,.--"' t.,..-X-"" --~~\\_. ' . ·,;'? -, /IS OF 1"€8.f?tllllitY Of. zonl I ~e81 19SSUMe Kt!:SF'ONSIDE C/tlllte6E ~ /)eS/~ &M'<!ScS 7~ r#/S ,O~MI/N,!;. . ~~ ' .. 0€1€/t.lli.. ~-W#l'ffEN !l.e.6 5/'!,So, e"tP. G/So/tz. ~e>!:NER.'ST'0/1/E ENtq1N1:;E~IN~ 1 /NC, - -_::-~ -·_; -~~-.-~ ~~~~~J;iN/J=-·· .F-AVE~~~--. -_.:._ 717 Pl~ V!E.W WA't, O~NS/PC e,11 '?Z.~&-,. (76,1:>) 1-z-z.. -'3 f ~s "AS BUil T" CARLSBAD FIRE DEPARTMENT KEY MAP SCALE: 1•~200' REQUIREMENTS ND. OF F .H(s)= .1... J]Ul OF F.FLO\,';~i4 G.P.M BLDG. SPRrnKLERED NIA REVIEWED BY: RC[ __ _ EXP. ___ _ DATE . . , ' ' · FIRE MARS DATE INSPECTOR DATE 1----+----+-------------l---+--+---+---t I sH,EET I CITY OF CARLSBAD I sH~ETS I ENGINEERING DEPARTMENT ::=='....:::::==========-=====: l'oTHC>l..lN~ D,1/rJf /Z /.,-10.) Z 23 11 vP DA lE INITIAL DA lE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLAN$ FOR: CARLSBAD HIGH SCHOOL NEW CONSTRUCTION PHASE TITLE SHEET ~ X. UJ,,, //.bee -,J,.lto AP~D: GJ.EN ~-V /\I)/) P.EJiKI SENITTVlt. ENGINEER PE41204 EXPIRES 3 31 11 DA1E CHKD B . ----.._ DWN BY~-I PROJECT NO. -1 DRAWING NO. RVWD BY: ;~ PD-08-06 457-9F r-c .,.._..... 080210 _f i L • ~ 1s ru 6 \ " \\ 1----GS·-.. ·~·------- R/W~ SAWCUT AT HIN' POINT OF DRIVEWAY· -i--,. (FS207.60) MATCH EXIST. (FS207.60) MATCH EXIST. ::::::::-,· _....:::__·::· ::==-::-;--, ====~-::::~;-z:-: PROVEMENT PER DWC 457-9 / "-PROP. LINE REMOVE & REPLACE EXIST. CONC. CURB & GUTTER (TC206.07) (FL207.57) CONSTRUCTION NOTES: 0 ® Q) 0 CONST 6" CURB & GUTTER (TYPE G) PER SDRSD PER G-2 CONST 4.5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-1 D CONST 9.5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-1 D CONST 11.5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-1 D FULL DEPTH A.C CLOSURE SECTION. THICKNESS OF AC CLOSURE SECTION TO MATCH THICKNESS OF EXIST AC/BASE COURSE ROAD SECTION. AC TO BE D2-AR 4000. BACKFILL PER CMWD SPECIFICATIONS AND PAVEMENT REPAIR PER CITY STD. GS-25. REPLACE CURB, GUTTER & SIDEWALK PER SDRSD G-11 & CITY OF CARLSBAD MODIFICATIONS TO REGIONAL sm DRAWINGS, SUFFICIENT TO BUILT WATER IMPROVEMENTS. REMOVE EXISTING CONCRETE DRIVEWAY (WIDTH VARIES) L _ ·-.. I R/W .. "'--=-~ROTECT IRR. LINES ·o-·-·O TC206.11 (FL207.61) MATCH EXIST. (TC208.20) (FS207.70) MATCH EXIST. OVE & REPLACE Xl[T. AC PAVEMENT (TC208.12) · ·· (FS207.62 NOTES: Nl 61 i BACK OF WALK RELOCATE BACKFLOW PREVENTER TO BACK or WALK REMOVE & REPLACE EXIST. 6" CONCRETE CURB 1. ALL WATER IMPROVEMENTS TO BE PER CITY OF CARLSBAD STANDARD DWGS & CMWD SPECIFICATIONS. 2. ANY ABANDONMENT OR REMOVAL FROM SERVICE OF EXISTING UTILITIES (WATER/FIRE SERVICE, SEWER LATERALS, ETC.) SHALL BE PER SERVICE ABANDONMENT NOTES ON THIS SHEET. 3-~u~Ll~~~E~~~~NsTiJt~t~ ~:~~Nol0Jl 2ftLl1:1rfUigH SCHOOL MODERNIZATION PROJECT. 4. CONSTRUCTION NOTES 1 THRU 19 ARE CONSISTENT FOR ALL SHEETS. CONSTRUCTION NOTES 20 AND ABOVE ARE INDEPENDENT OF THAT PARTICULAR SHEET. 5. ANY EXISTING SIGN POST LOCATED IN THE CONSTRUCTION AREA OF THE NEW SIDEWALK SHALL BE RELOCATED BEHIND NEW SIDEWALK AT THE COMPLETION OF WORK. SERVICE ABANDONMENTS: A. 3/4" -2" SERVICES W/SERVICE SADDLE ----ACCESS EASEMENT -TO THE CITY PER FOR ON-SITE PRIVATE IMPROVEMENTS IN THIS AREA SEE APPROVED DSA ON-SITE DRAW1NGS 04-110217 GRAPHIC SCALE 20 ' " " -----{ IN FEET ) 1 !nob = 20 fL PROPOSED I IMPROVEMENTS PER ON-SITE PLANS LANCER WALK\ ~ 'C' \ 12' a: e--.;,--1.,.',1=,. 5,;-, -.-i 4.5' 212-2~MAX-·· 212 -211 211 21 O 1---i---= rL--+----+--+-21 o 209 ~-+--__ s:w1P. ----,. ~ ., ··;209 EXI I ~o,· ·f"l<l''lif---.'208 AN,'1!--'e.!,!..J-!""'-'-+-+-43'1, 1207 ---~-1206 {HIGH SCHOOL FRONTAGE) CROSS SECTION STA 21+00 SCALE: 1"=10' HORZ. 1"=5' VERT. PR NO. 10-24 DOC. N0,,2ole>-C$3H .. l'l DATE DLl-5 ..\o.o . BACK OF • EY)l!HING W LK R/W \> REMOVE & REPLACE EXIST. 6" CONCRETE CURB--- ~ ~~~ -·----------~ ~ ~~ /\ (~~ (FS209.0JI AQUA TIC c¢ TER MATCH iisT. Cl TY OF CA SBAD II ~ c.--.,, :f No. C-051930 :D g; • Exp,!,~~ CiVl C C (TC20 ,?9) (FS2 .79) REMOVE EXIST. CHAINLINK FENCE CARLSBAD HIG SCHOOL ,4S OF P£6/l.LJ,9/t. Y 01, Z,olt 1 I /1~11.15 SY IISSVl'f6 ~:Sl'ION$1/IL8 &M9~.,E ~ oe,1;;,,41 G'.+'Ml~E.S 71:,,. TAP/I P-W✓Al<I,. Ot:JeR.IU. 11,. Wll/1n£N It.Cd SI ~3<> s·,P. ~/$0//Z. CC>1'-NEte$TO/JtS 6N',INIEE'/ZIN'4, 111/, 717 PIE/le. VIEW Wl9'1,b£iiAl-l~l?C ,~14 ~c:Z.S"f- {74.c,) 7Z.Z.· 15+~$ TC209.93 EXIST. STREET LIGHT TO REMAIN "" L. I ?' • " 22 " ..• I • -I (, ...., _J 'f, i . S209.43 REMOVE & REPLACE "' ARLS · AD HIGH EXIST. AC PAVEMENT PROPERTY LINE---1 OOL "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE @) ® @ ® ® REMOVE EX 1STING CONCRETE WALK (5' TYP. WIDTH) REGRADE AREA (INCLUDING REMOVING EXISTING TURF) AND RECONSTRUCTING DISTURBED EXISTING IRRIGATION SYSTEM. 1. CUT SERVICE LOOSE FROM CORPORATION STOP, AND REMOVE CORPORATION STOP FROM SERVICE SADDLE. 2. IF SADDLE IS DAMAGED OR CORRODED (OR NOT BRONZE) -REPLACE W1TH NEW SADDLE AND PLUG WITH BRASS PLUG. PRIOR TO FINAL ACCEPTANCE OF THE STREET IMPROVEMENTS, SPECIFICALLY THE THE WIDENING OF Tl-IE SIDEWALK DIRECllY IN FRONT OF THE MONROE STREET POOL COMPLEX, CUSD SHALL INSTALL LANDSCAPE IMPROVEMENTS AS SHOWN ON THE DRAW1NG ON FILE IN THE PARKS AND RECREATION OFFICE, "LANCER WALK/POOL STREETSCAPE LANDSCAPE CONCEPT" (6/3/10 MS). THE IMPROVEMENTS SHALL INCLUDE: l---+--+-------------+---+--t---t-----1 I SH~ET I CITY OF CARLSBAD I SH~ET:i I ENGINEERING DEPAR™ENT :==='....::::========::::::'....:::;:::==:; ® @ @ @ @ EXISTING WATER FACILITIES TO REMAIN (PROTECT IN PLACE). ADJUST METER BOXES TO NEW GRADES IF REQUIRED. PROPOSED WATER EASEMENT PER PR NO. 10-21 DOC. NO . .< '010 • o",3 I lvlS DA TE DL.1 · S, .l.<>1 O PROPOSED PEDESTRIAN ACCESS EASEMENT PER PR NO. 10-20 DOC. NO . .:l<>l<>-C'S31 ... l4 DATE O<...t, S .lo1<:l CONSTRUCT FIRE SERVICE FACILITIES PER APPROVED DSA ON-SITE PLANS W-22 (PVT) TO BE PLACED OUTSIDE OF EASEMENT CONSTRUCT WATER SERVICE FACILITIES PER APPROVED DSA ON-SITE PLANS W-20 (PVT) TO BE PLACED OUTSIDE OF EASEMENT 3. IF EXISTING SADDLE IS SERVICEABLE, PLUG WITH BRASS PLUG. B. 3/4" 2• SERY]CES TAPPED DIRECTLY INTO MAIN: 1. REMOVE CORPORATION STOP AND INSTALL NEW SERVICE SADDLE OVER EXISTING TAP. PLUG SADDLE WITH BRASS PLUG. C. 4• OR LARGER SERVICES: 1. CUT SERVICE LOOSE FROM VALVE AND REMOVE VALVE. 2. INSTALL BLIND FLANGE AT MAIN 3. CAP END OF ABANDONED PIPE WITH SLURRY OR CEMENT. 1. 4 -PYRUS KAWAKAMI! -24" BOX (MIN.) 2. 80 -CALLISTEMON V. 'LITllE JOHN' -1 GALLON (40 IN EACH END ISLAND) 3. APPROXIMATELY 840 S.F. OF MARA THON TURF TO FILL IN AREA BETWEEN END ISLANDS 4. SOIL PREPARATION FOR PLANTING 5. 2 APPROX. 4.5' SECTIONS OF 2X4 REDWOOD HEADER BETWEEN nJRF AND SHRUB AREAS 6. IRRIGATION RETROFIT OR REPLACEMENT NECESSARY TO PROVIDE A. 100% COVERAGE B. SEPARATION OF SHRUB AND TURF AREAS 7. 60 MAINTENANCE PERIOD DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD HIGH SCHOOL NEW CONSTRUCTION PHASE PUBLIC IMPROVEMENTS APPRO SENIOR. CIVIL ENGINEER OWN Y: CHKD BY:~ RVWD BY:~ PE 41204 EXPIRES 3 31 PROJECT NO. PD-08-06 #to 11DATE DRAWING NO. 45J-9F :8 + w REMOVE ABANDONED ELEC. VAULT PULL BOX &: REMOl/1:: EXIST. IRRIGATION SYSTEM LINES, CONTROL VALVES &: VALVE CONTROL WIRING WITHIN RIGHT OF WAY. (STA.22+5D -STA.24+5D SEE NOTE 6) FOR ON-SITE PRIVATE IMPROVEMENTS CULnJRAL ARTS IN THIS AREA SEE APPROVED DSA c:::J-·-·-.CENTER ON-SITE DRAWINGS 04-110217 ✓ ··-··· .~ CONSTRUCTION NOTES: CONDUITS (BACKFILL &: COMPACT). REFER TO PHASE PLANS FOR ADDITIONAL INFORMATION 0 ® 0 0 ® © 0 ® @ @ @ @) @) @ @ CONST 6" CURB & GUTTER (TYPE G) PER SDRSD PER G-2 CONST 5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-10 CONST 9.5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-10 CONST 11.5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-10 CONST 33' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 CONST 37' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 CONST 4-0' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 FULL DEPTH A.C CLOSURE SECTION. lHICKNESS OF AC CLOSURE SECTION TO MATCH THICKNESS OF EXIST AC/BASE COURSE ROAD SECTION. AC TO BE D2-AR 4000. BACKFILL PER CMWD SPECIFICATIONS AND PAVEMENT REPAIR PER CITY STD. GS-25. REPLACE CURB, GUffiR &: SIDEWALK PER SDRSD G-11 &: CITY OF CARLSBAD MODIFICATIONS TO REGIONAL STD DRAWINGS, SUFFICIENT TO BUILD WATER IMPROVEMENTS. REMOl/1:: EXISTING CONCRETE DRIVEWAY (WIDTH VARIES) REMOVE EXISTING CONCRETE WALK (5' TYP. WIDTH) RELOCATE 2-EXIST 2" WATER SERVICE CONNECTIONS. SEE DETAIL 1, THIS SHEET FOR NEW LOCATIONS. ABANDON EXIST 2" CONNECTIONS PER "SERVICE ABANDONMENT" THIS SHEET. DRY WATER CONNECTION(S)-WILL REQUIRE SHUTDOWN OF WATER MAIN. CONTRACTOR 10 COORDINATE WITH CMWD REGARDING SHUTDOWN PROCEDURES. NO WORK RELATING TO ABANDONING lHE EXISTING WATER SERVICES SHALL BE DONE UNTIL ALL CAMPUS BUILDINGS SERVED BY THIS WATER SERVICE HAVE BEEN REPLACED BY AN ALTERNATE (NEW OR TEMPORARY) ACTIVE WATER SERVICE SOURCE. SEE METER MASTER PLAN AT CUSD OFFICES. NO WORK RELATED TO ABANDONING THE EXISTING 6" FIRE MAIN (CLOSING GV, CUT & CAP, ETC.) SHALL BE DONE UNTIL NEW 6" FIRE SERVICE IS INSTALLED AND' OPERATIONAL FOR . THE CULTURAL ARTS BUILDING CONTRACTOR TO POTHOLE TIE-IN TO EXISTING WATER MAIN AND VERIFY LOCATION, SIZE, & MATERIAL OF EXISTING WATER MAIN 30 DAYS PRIOR TO STARTING WORK. CENTER ONE (1) 20' STICK/JOINT OF PVC PIPE OVER EXISTING SANITARY SEWER. WATERLINE TO BE PLACED ABOl/1:: THE SANITARY SEWER WllH A MINIMUM VERTICAL CLEARANCE OF 12" EXISTING PUBLIC UTILITIES EASEMENT (DOC.111991-0327822) TO BE PER PR NO. 10-25, DOC No • ..l•l<>-Cb7 1~<>'+, DATE O<-T,.,1S -'-""14 BY SEPARATE INSTRUMENT ... . . . • •· ...•. ....... _ i .. -·-·-·-·--·-·--·-··· -• I -~~ "-\'"-:tr=-'\--\ \ NCTD BUS STOP DETAIL SCALE: 1"=10 PUBLIC ACCESS I EASEMENT 12' WIDE 8' WIDE 1' LANCER WALK BUS STOP I "'.:;, CULTURAL ··--~-----,-.. ·-----~---.-·--~: . , -'~-;,'!'·"~,~~°;~ t~J~R 217 r~---...-• 1 ,-1 217 216 P'l;;>;:;1r-.::"'"""F--<t:k-'--tr-="~: f,:i. "===t-;::r'~.:'¾ 1-:·f'c-:::'.,. ""'°'<=' 216 215 PROF! 215 ~4 ~4 ~3 ---~3 212 212 ~1 ~1 210 , 210 209 ·"'""'---;----+--+---+ •208 • .7-209 208 •. ~-PROPOSE Ng_T 208 BUS STOP-~ CROSS SECTION STA 22+75 SCALE: 1"=10' HORZ. 1"=5' VERT. . : ... : . ' GRAPHIC SCALE 20 • 10 20 ----- ( IN FEET ) :;....---....,_,,.,.1!',' - JSS()M/>T/CAI C>f' ftEJfeNSf8lE C!./Jfu,G ~S oF ~"•Y <>11 t<>II > /Wet£i£S1 AUu1116 {l!EtflW$!#££ C/I~ Fe.IC /:,Sltf,,,I i!Mw~ To 11114 t:'Je!IWJNt4. D€U!1LL <f,,W.W#IJH /LC£ :i/~S.-IEJC~4'-~0•IZ. Cpl!t,JFA.Sn./olE ~N,,,,~'-14. IN~. 1{1 RD&VJ,cl;.JtY, ~t>e1 C4, <)&<!>Sf, (1.(,1>) ?%~~ '3-f-~5 12' 11.5' CONC. SEAT WALL PER PER LANDSCAPE ARCHITECTURAL PLANS CROSS SECTION STA 23+50 SCALE: 1"=10' HORZ. 1"=5' VERT. PROPOSED WATER EASEMENT PER PR NO. 10-21 DOC. NO. e?<>IO-CS.31 I..IS DATE l!>C...'1'. e;, ~<>•o TYPICAL SECTIONS ALONG CUL TIJRAL ARTS CENTER PROPOSED PEDESTRIAN ACCESS EASEMENT PER PR NO. 10-20 DOC. NO .:2.Cl\)-D$:111..l'i DATE oa.s .l-<>10 NOT USED. @ CONST. PRECAST CONC. WALLS (DETAILS SHOWN ON LANDSCAPE PLANS) NOTES: 1. ALL WATER IMPROVEMENTS TO BE PER CITY OF CARLSBAD STANDARD DWGS & CMWD SPECIFICATIONS. 2. ANY ABANDONMENT OR REMOVAL FROM SERVICE OF EXISTING UTILITIES (WATER/FIRE SERVICE, SEWER LATERALS, ETC.) SHALL BE PER SERVICE ABANDONMENT NOTES ON SHEET 2. 3. PUBLIC IMPROVEMENTS SHOWN HEREON TO BE CONSTRUCTED WITH THE NEW CONSTRUCTION PHASE OF THE CARLSBAD HIGH SCHOOL MODERNIZATION PROJECT. 4-. CONSTRUCTION NOTES 1 lHRU 19 ARE CONSISTENT FOR ALL SHEETS. CONSTRUCTION NOTES 20 AND ABOVE ARE INDEPENDENT OF THAT PARTICULAR SHEET. 5. REMOVE COMPLETE LIGHTING SYSTEM, INCLUDING LIGHT FOUNDATIONS, CONDIUT, PULLBOXES, & CONDUCTORS WITHIN RIGHT OF WAY. LIGHTING SYSTEM CIRCUIT IS FED FROM THE C.A.C. (COORDINATE WITH CAMPUS FOR DISCONNECT) 6. COORDINATE WITH CAMPUS FOR ABANDONMENT & REMOVAL OF EXISTING IRRIGATION SYSTEM. 7. ANY EXISTING SIGN POST LOCATED IN THE CONSTRUCTION AREA OF THE NEW SIDEWALK SHALL BE RELOCATED BEHIND NEW SIDEWALK AS A PART OF lHE WORK. 1--------151--------i REMOl/1:: EXIST 8" AC WATER LINE TO EXIST JOINT('.:>) ,-. EXIST WET TAP FIELD VERIFY ~ ~ .J; N ;!: Vl (SEE DETAIL 1) J'" -? ' ' 8 1 EXIST 8" AC FIELD VERIFY DETAIL 2 SCALE: N. T.S. CONSTRUCTION NOTES: Q) EXIST AC JOINT (FIELD LOCATE), DO NOT CUT AC PIPE @ 8" TEE (FLANGED) @ THRUST BLOCK PER CMWD W-15 @ 8"xB" FLxPJ GATE VALVE PER CMWD W-16 @ PLACE NEW/REPLACEMENT PIPING ON SAME VERTICAL & HORIZ. ALIGNMENT AS EXISTING. ASSUME 13 LF FOR BIDDING SEE NOTE [TI @ AC TO PVC ADAPTER(S) PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTION. (J) 8" C-900 PVC, DR 18 @ 8" DI CUTTING-IN SLEEVE @ INSTALL 2" M.A.R. PER CMWD W-6 WATER LINE NOTES: [TI LOCATION TIE-IN POINTS & PIPING (FITTINGS, PIPING MATERIAL~ FITTING END/TYPES) MUST MEET THE APPROVAL OF CMWD. CONTRACTOR MUST COORDINATE WllH CMWD FOR PRECISE PIPING REQUIREMENTS AFTER TIE-IN POINTS HAVE BEEN COORDINATED WITH AND APPROVED BY CMWD R MOVE EXIS . TRE S (S GHT 1ST. LOC GE) ~ ~ 27+00 ···········-·-... t-===-s,-·=···-······-·······=·······--· ~... .. +·""" s . . .. f9I MONROE STREET NOTES: EXIST 8" AC FS LINE [(' PER CMWD 88-116~l___ CONNECT NEW FIRE .. l .. ._ ... ,._ ' LINE TO EXIST 8" LINE [TI 8" DUCTILE IRON PIPE SPOOL (MIN THICKNESS = 0.6") ::l--SHALL BE FACTORY PRETAPPED FOR TWO (2") NPT REPLACE CURB & CORPORATION STOPS. TAPS MUST BE PRECISELY GUTTER AS REQ'D VERTICALLY ALIGNED ON TOP Of' PIPE WHEN PIPE ----···----(SPOOL) IS INSTALLED HORIZONTAL IN THE FIELD. FLANGE BOLTING PATTERN OF TEE (3) MUST BE ACCOUNTED FOR WHEN TAPPING SPO'ifL. ~~--~~--,-..-~==:::;::::;::::=1:::;;:~::;::.t=~~~:;=::::::===;~--·-- ~-~ [fil 2 FT SEPARATION BETWEEN TAP HOLES \7 ~- B CK OF WALK ~ ~-, __ ·-~ LRIGHT OF-WAY I '- DETAIL SCALE: 1•~5• CONSTRUCTION NOTES: 8" C-900 PVC DR18 s· FLxPJ ADAPTER B"x6"x8" FLANGED REDUCING TEE W/THRUST BLOCK PER CMWD W-15 8" DI SPOOL (FLxFL) SEE NOTE [TI & I}] 2" TAPS SEE NOTE [TI ,[fil& [fil 8" BLIND FLANGE EXIST 2" WATER SERVICE LINES TO BE REMOVED &: REPLACED PER CMWD W4, SEE NOTE I}] 6" GA TE VALVE (FlxFL) 6"x30" FlxFL BURY ELL. (6 HOLE PATTERN) . FIRE HYDRANT ASSEMBLY PER CMWD W12 (MODIFIED AS INDICATED) m SERVICE SADDLES (INDICATED ON CMWD W4) SHALL NOT BE UTILIZED IN INSTALLATION. I}] 2" ANGLE METER STOP (ITEM 6) OF CMWD W4 SHALL BE PLACED DIRECTLY VERTICALLY OVER THE 2" TAPS ON THE • DIP SPOOL A VERTICAL PIECE OF 2• COPPER PIPE SHALL BE USED TO MAKE CONNECTION BETWEEl:i 2" ANGLE METER STOP &: THE 2" CORP STOP ON THE DIP SPOOL. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---1----+------------f---+--+---+---I I S~ET I CITY OF CARLSBAD I SH~ETS I :==::::-====E:::N::::G:::I N=E::::ER::::l::::NG:::::::::D::::E:::P A::::R=T::::M:::E::::N T:::::::=::=...'.====! t-----t--+-----------------t---+--1----+---t IMPROVEMENT PLANS FOR: CARLSBAO HIGH SCHOOL NEW CONSTRUCTION PHASE PUBLIC IMPROVEMENTS t---,-,-;-;::-:;,-:-:--hr--.::c-::-:-~-=-=-=-:-:=-=--:::=-:-:--::----;---t---l-:7~rt~~ SENIOR CIVl.,L00ELNG-"IN:,,,E_ER.,,.,.P"'E..,_4_.1""204 EXPIRES 3 31 11 ~'fu° ?-1r.•1 Dt:,W CIIA/1161!. e/116I/VEEIC OFJ,ANl:,c. ?.rl 6 VP DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY•,7~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY~ PD-08-O6 457-9F OB0210 I--Ii' 0, i ~ ' u ~ Ll H .:1----------------~----------------------------------------i:' M 0 ' ~ l\l I + CONSTRUCTION NOTES: (D a• C-900 PVC DR18 @ a• FlxPJ ADAPTER t.lNDE.R. ~O,,,/JD S. O. 1/i,.,f E. E=•"' L. S€I0/1Cfi 2'-'IJ6 ,.,. l!.IS ~V[.HC,o/CP (F Co#FL/CT" Wtnf @ 8"x6"xa• FLANGED REDUCING TEE PER CMWD W-15 ~il-'Elf.ll,l>OO/M~~~cMt£.A/7"S & © ® ® (J) ® ® @ a· DI SPOOL (FlxFL) SEE _ NOTE OJ & Ill 2" TAPS SEE NOTE OJ ,[fil& 0 a• BLIND FLANGE 2" WATER SERVICES PER CMWD W4, SEE NOTE (I] 6" GATE VALVE (FlxFL) 6"x30" FLxFL BURY ELL (6 HOLE PATTERN). FIRE HYDRANT ASSEMBLY PER CMwt, W12 (MODIFIED AS INDICATED) 13 II 1/♦" i,GND (V£1Zr1C-4L..) EXIST. 6' WIDE S.D.G.&E. UTILITY EASEMENT PER 1997-0272481, O.R. CONSTRUCT WATER SERVICE FACILITIES PER APPROVED DSA ON-SITE PLANS. W-20 (PVT) TO BE PLACED OUTSIDE OF EASEMENT <J NOTES: -•-v•s-••·-'"'" •- OJ a• DUCTILE IRON PIPE SPOOL (MIN THICKNESS = 0.6") SHALL BE FACTORY PRETAPPED FOR TWO (2") NPT CORPORATION STOPS. TAPS MUST BE PRECISELY VERTICALLY ALIGNED ON TOP Of PIPE WHEN PIPE <l I \ 4' 2' 1' (~POOL) IS INSTALLED HORIZONTAL I FIELD. f1.,ANGE SOL TING PATTERN OF TEE M~J;--t!E.....r-,._ ACCOUNTED FOR WHEN TAPPING SP L. [l] 2 FT SEPARATION BETWEEN TAP HOLE~----.....i 3 Q] SERVICE SADDLES (INDICATED ON CMWD W4) SHALL NOT BE UTILIZED IN INST ALLA TIO~. (l] 2" ANGLE METER STOP (ITEM 6) OF CMWD W4 SHALL BE PLACED DIRECTLY VERTICALLY OVER THE 2" TAPS ON THE 6" DIP SPOOL A VERTICAL PIECE OF 2" COPPER PIPE SHALL BE USED TO MAKE CONNECTION BETWEEN 2• ANGLE METER STOP & THE 2" CORP STOP ON THE DIP SPOOL. @) CONTRACTOR SHALL ENSURE ALL FLANGE BOLT/NUTS ARE CLEAR OF ANY CONCRETE AND /\RE ACCESSIBLE FOR MAINTENANCE. (I] ALL FLANGE BOLTS/NUTS SHALL BE TYPE 316 STAINLESS STEEL ; I ,j I \ ~ e>F t '--J Hw,r,.-eue:r,e.,c,,,,_ fl'U"1" CHESTNUT AVE.& DETAIL 1 SCALE: 1"s5' XIST. CURBL~~:-,.;:-::::,,JC';rt- C>F 1 '--~w t,,11p£ ~l/flllJNN,(f"/,w OUc:r & FOR ON-SITE PRIVA ~ TH IS AREA SEE A 'ON-SITE DRAWINGS 0 ----- . ,."\~ I .... < -----3 -------C CONSTRUCTION NOTES: 0 @ ® @ @ ® @ ·@ CONST 40' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 BACKFILL PER CMWD SPECIFICATIONS AND PAVEMENT REPAIR PER CITY STD. GS-25. REPLACE CURB, GUTTER & SIDEWALK PER SDRSD G-11 & CITY OF CARLSBAD MODIFICATIONS TO REGIONAL STD DRAWINGS, AS REQUIRED TO BUILD. REMOVE EXISTING CONCRETE DRIVEWAY (WIDTH VARIES) CONTRACTOR SHALL PERFORM A SEPARATE AND INDEPENDENT MOBILIZATION TO POTHOLE FOR UTILITIES NOT LESS THAN 30-DA YS PRIOR TO THE ACTUAL WET TAP TO VERIFY THE PIPE MATERIAL OF THE EXISTING 16" STEEL (CONC) WATER LINE, HORIZ. AND VERT. LOCATION AS WELL AS ALL OTHER UNDERGROUND UTILITIES CROSSED BY THE ALIGNMENT OF THE NEW FIRE WATER CONNECTIONS ON CHESTNUT AVE. IF THE RESULTS OF THE POTHOLING REQUIRE A CHANGE TO THE DESIGN, PROVIDE THE i'OTHOLE DATA IN SKETCH . FORMAT WITH SURVEYED ELEVATIONS AND LOCATIONS AND MATERIAL TYPE WITHIN 3-DAYS OF THE COMPLETION OF POTHOLING IN ORDER TO PROCESS A PLAN REVISION lHROUGH TI-IE CITY. METERS FOR THESE EXISTING TW0-2" WATER SERVICES SHALL BE RELOCATED FROM THE FOLLOWING CAMPUS LOCATIONS: METER NO. LOCATION 44898121 BUILDING 2000 44898073 BUILDING 3000 THIS EXIST 8" WATER MAIN SHALL REMAIN IN SERVICE UNTIL FIRE SERVICES & DOMESTIC WATER SERVICES FOR CAMPUS BUILDING 2000 & 3000 HAVE BEEN TRANSFERRED TO il-lE NEW CAMPUS WATER SYSTEM. EXIST CAMPUS a· WATER SERVICE FEED TO MODIFIED/RECONSTRUCTED FOR A CAMPUS a· FIRE SERVICE FEED ONLY. CONNECT TO EXIST 8" GATE VALVE, VERIFY VALVE END TYPE AND PROVIDE APPROPRIATE ADAPTER i.e. FLxPJ ADAPTER a· DI 45· BEND PJxPJ W/THRUST BLOCK PER CMWD W-15 REMOVE EXIST 8" AC PIPE. REMOVE TO NEAREST JOINT AND REPLACE LAlERAL AND CONNECT TO EXIST VALVE AT EXIST WET TAP. WET TAP WATER CONNECTION {UNLESS FIELD INSPECTION REVEALS AC PIPE): A HALF-WRAP, NOZZLE Al~D FLANGE SHOULD BE WELDED ON. A TEE CUT-IN IS NOT NECESSARY. (SEE CMWD DWG W-14 FOR FURTHER DETAILS) CENTER ONE (1) 20' STICK/JOINT OF PVC PIPE ON EXISTING SANITARY SEWER. WATERLINE TO BE PLACED ABOVE THE SANITARY SEWER WITH A MINIMUM CLEARANCE OF 12". GRAPHIC SCALE C-0519 "' ---- - 0 ,. "' 1,µ_ ' ( IM FEET ) 1 Inch = 20 fl ~ ~ .i/11/( ASSl.l/?1'710/11 1-~--~--~·-~ OF fi!.ISS/'0/1/Sl~Ltc CH/l~d 1...--- AS OF FEt!li!UAJ!Y 01, ZOii) / f/Eaf57 f.16'r..t.mE. ~Sl'IONSl6t..c' Ci/11.U,G. /FOIC. ~£51$111 l./ll9/J4l!S 7o 1?NS °""4WIH~. . D~ILL '4,W.IIITTEN R.U! '5/"IJi> exP. t"./5ollz. CO~Nei< S'fbt..Je: 1Et>Jr.1A.1EFCltJ~, !Ne.. 7/7 ~ Vl~W W-411 ~SID£, ~A ~z,t:,St- { 71,,A> > 7z. "Z.• 3-t ~s __...-"AS BUil T" EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE EXISTING PUBLIC UTILITIES EASEMENT (DOC.#1991-0327822) TO BE QUITCLAIMED BY SEPARATE INSTRUMENT( P" \0• It), 1---1--+-----------+---+--l--~-~ I SH!ET I CITY OF CARLSBAD I SH~ETS I ::===-===E:::N::::G:::IN::::E:::E:::Rl::::N:::G::::D:::E::::P:::AR:::T:::M:::E::::N::::T==:'.===~ PROPOSED WATER EASEMENT PER PR NO. 10-22 /~~ . NO.olCIQ-D ii.oil. DA TE 0<.T, S 1 .J <:,10 •V-V I ~ l---jf--+---------------~f---+---1---+---I FIii/SiN'~ c,~ '..416"'-S~IC c~~'"'"' S/IAU.. e,s ... l,---'-+--+---------------1----+---l---+----I IMPROVEMENT PLANS FOR: CARLSBAD HIGH SCHOOL NEW CONSTRUCTION PHASE PUBLIC IMPROVEMENTS ~C>INA1EI> Wff/1 lfil.€C1£Jt:AL. 5E'ICV/te.E ,4f!ANC>ONMENT fi1M>l!.S F¢I'-OH· srre CC-Ns:flZ.~cr,eH ~ ,4(..1..CW fol!. 7111£ ~EMc11Al.. c,:: CCNFUCTIJ-/!/f £1..£c:f'~L. CcwDtJ~r&, t:ONf)t.11rs 411JhlJ)N61.I&. ~ DA lE INITIAL ENGINEER OF WORK O.V F'"¢TJIC,LJl,/t;; l),4T)f ( I Z/l.:.:,-f,c.cz.=-°'~"~)--1-----1----lµ..:Z:..:,~"-'ll'-l-"G,:,_;:Uf'"--' c'l/STl/111, I.ITIL/TY t..C>C,47/0NS /i-9$el> FlkE SckVlt'G TO /IVCID .JOIN1": /l~S(i f C. '.IN&e eNtJl/t/EEJC Ol'J<"4'1(.·/1QJIIST REVISION DESCRIPTION DAlE INITIAL OTHER APPROVAL DA lE INITIAL CITY APPROVAL SENIOR C DWN BY: CHKD BY:-::r,;-- RVWD BY:~ ?/41}() EXPIRES 3 31 11 DA TE PROJECT NO. I DRAWING NO. PD-08-06 _ 457-9F 080210 . . ~ ~ \ 22+00 "' S.28"06'27"E. --, -MO_N_R~-2 E-S-~r-. ...,._, -(-LA--1:N:-f;Er-R-W-A-Y)--+-' .... ·=~-----=ra""---=:::::-___ -_ +_ -__ -.-__ -_ ~==--~ ___ -___ _,,_ __ -_-__ -__ ABANDON EXIST. , SEE SlR ET SECTION ON SH ET 6 3/4" WATER SERVICE-;--.... EXIST. SEWER MANHOLE ... +-------·-···OS·-~~:~NOTES ON SHEET ) OS+---· ____ f,5 v~~~~1is~~~,_,EE_,T.....r.i2)'----------·CJS-----------OS---· ABANDON EXIST.--._ l:: :C ----~-6" FIRE SERVICE ,._ ~J;t; --------{SEE-NOIES..Qli._2!:1~~:1:__2) ___ __ -{-------~ ~;. +---''-------------~ --"'I"" -----1 1/2" HP GAS .. FL211 48 ~ -. ... ---ul a :Y ---~---~~-=---'=-··-·-~--() ~~~---. V) N ;i: --------.......... Fl211.67 -"-+ ----.. (TC211.96) TACK COfiT ~I~ --rcfi2l9J---------- M(AFTLC2H11.E4X61)ST. & FULL C PAVEMENT ~"' ::! SAWCUT (FL211.69) ---·--------. SECTION ER GS-12 v, ~ MATCH EXIST. , • ~ 0 R/W SEE ON-SITE TILITIES PLANS CSK-24 FOR CONTINUATIO OF GAS • \)' in • ~ ~ ·" 'i7 ·p FS212.22 \)' \, . . . I -~ i " .. ~ ·• REMOVE EXIST. IRRJ WATER METER ' ~ . . l,~ I. r·" ~ " FLOWLINE . • . ~ _· _ --·. r_ · . .~ . 11. ·.1 ~-V . , ,; ... ------f ..• . . ~ . •' ~ DRIVEWAY DETAIL ED~__, SCALE: 1•;5' 5 fl- SEE SHEET CONNECTIO 1...J HOOL CHESTNUT AVE=--------" 8. o' Fl&.14 e:x wr,c. -" . -· . . .. . SEE SlREET SECTION ON SHEET 6 DRIVEWAY DETAIL 3 SCALE: 1"=5' 5 -s111.Ss+4,.~r,. ,,_ , J. , ,c, S.'tl'L . !SHH FL212.97 {TC213.45) SEE SlREETI SECTION ON SHEET 6 -EXISTINGSEWER"MANrlOLE-·---------· -~ --.. , ----·-·-------·-------·- IJ~ ------·--·---- s .. __ --~- --------QS--------------QS _________________ ---:::.---====11,,---- TACK COAT & FULL AC PAVEMENT SECTION PER GS-12 (FL212.95L ... 't----'r·---1 1/2" HP GAS --1--~----J-----·- (TC213.70) (Fl213.2Dt -----\ MATCH EXl'ST. g ------MA TCH EXIST. r FACE OF _CURB J ., • . ·io '. . b . 'b, . -....--. -a;..·,··-·· .. ··· ... -o. 7% ·p . I - \ I 'il ~ \FS2 3 58 . -~ . bo • .~ \ FLO WU NE · , ·) " .. . \ . .~ \ ·_- . --~ • I. ------ ·" . ~ • ~ 'fl. , FACE OF EXIST. CURB ~ ~- w _,1---,.....-..;.:.._•·1 • --t --=-~ ~ - - -..... . \ \- ~ -67 ----11 FOR -SITE PRIVATE IMPROVEMENTS 150' s/~\ IN THI AREA SEE APPROVED DSA DISTANC LI\ •o-r1,r.u oc r-:5i::,,,...,'S,0Le ,,,,,,,.,,._. ON-SI'\ DRAWINGS 04-110217 \ r 11'-'IY r c::; /VIV• ltJ, c; r....rtHf4:lC ----------1 Li';:,.,.--- FS213.88 \ CARLSB ~Q /15 ~t< F&e/l.l)/1/fC:'/ 01, U>J!,, I IIEiU:tJY ,45SUM~ RES~AISl-5t£ Pl HIGH SCHOOL c11~,-,,._ c~t,.AI 0/.,111,1~$ 1<> ~ P!!-4WINli • ....._ __ __,_ __ _,_,._ ____ ...L.J~----'-------------'~--------------'~ ......... ....,_,~---+---' l::'.l'·>-'1:-'T-BLOCK W :~ N.88'30'03"E. l)E~f/t./LL ~ • .WA'lffE.,t /i!C~ S1~:$b t:XP. $/S~kz. C0!:/111£~!',TC.NE ENG./NEEl!.IN&. , //tit.. ],17 P!E-~ VtE.1,,/ W.+1 ..L.C,CEiJ4>iSlt>E1 {A ~US'f CONSTRUCTION NOTES: t1r..=-> 1-z.~--,+~s 0 0 0 ® © 0 ® CONST 5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-10 CONST 9.5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-10 NOTES; CONST 11.5' CONCRETE SIDEWALK PER SDRSD G-7, G-9, G-10 1. ALL WATER IMPROVEMENTS TO BE PER CITY OF CARLSBAD STANDARD DWGS & CMWD SPECIFICATIONS. CONST 33' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 CONST 37' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 2. ANY ABANDONMENT OR REMOVAL FROM SERVICE OF EXISTING UTILITIES (WATER/FIRE SERVICE, SEWER LATERALS, ETC.) SHALL BE. PER SERVICE ABANDEMENT NOTES ON SHEET 2. CONST 4-0' CONCRETE DRIVEWAY PER SDRSD G-14A & CCSD GS-12 FULL DEPTH A.C CLOSURE SECTION. THICKNESS OF AC CLOSURE SECTION TO MATCH THICKNESS OF EXIST AC/BASE COURSE ROAD SECTION. AC TO BE D2-AR 4000. 3. PUBLIC IMPROVEMENTS SHOWN HEREON TO BE CONSTRUCTED WITH THE NEW CONSTRUCTION PHASE OF THE CARLSBAD HIGH SCHOOL MODERNIZATION PROJECT. BACKFILL PER CMWD SPECIFICATIONS AND PAVEMENT REPAIR PER CITY STD. GS-25. 4. CONSTRUCTION NOTES 1 THRU 19 ARE CONSISTENT FOR ALL SHEETS. CONSTRUCTION NOTES 20 AND ABOVE ARE INDEPENDENT OF THAT PARTICULAR SHEET. REPLACE CURB, GUTTER & SIDEWALK PER SDRSD G-11 & CITY OF CARLSBAD MODIFICATIONS TO REGIONAL STD DRAWINGS, SUFFICIENT TO BUILD WATER IMPROVEMENTS. 5. ANY EXISTING SIGN POST l,.OCATED IN THE CONSTRUCTION AREA OF THE NEW SIDEWALK SHALL BE RELOCATED BEHIND NEW SIDEWA:..K AT TH C PLETION OF WORK. REMOVE EXISTING CONCRETE DRIVEWAY (WIDTH VARIES) REMOVE EXISTING CONCRETE WALK (5' TYP. WIDTH) WET TAP WATER CONNECTION (UNLESS FIELD INSPECTION REVEALS AC PIPE): A HALF-WRAP, NOZZLE AND FLANGE SHOULD BE WELDED ON. A TEE CUT-IN IS NOT NECESSARY. (SEE CMWD DWG W-14 FOR FURTHER DETAILS) L CONTRACTOR SHALL PERFORtJ A SEPARATE AND INDEPENDENT MOBILIZATION TO POTHOLE FOR <rllJil;ES OT LESS THAN 30-DAYS PRIOR TO THE ACTUAL WET TAP TO VERIFY THE PIPE MATERIAL OF THE EXISTI 1 STEEL (CONC) WATER LINE, HORIZ. AND VERT. LOCATION AS WELL AS ALL OTHER UNDERGROUND UTILITIES CROSSED BY THE ALIGNMENT OF THE NEW FIRE WATER CONNECTIONS ON CHESTNUT AVE. IF THE RESULTS OF' THE POTHOLING REQUIRE A CHANGE TO THE DESIGN, PROVIDE THE POTHOLE DATA IN SKETCH FORMAT WITH SURVEYED ELEVATIONS AND LOCATIONS AND MATERIAL TYPE WITHIN 3-DAYS OF THE COMPLETION OF , POTHOLING IN ORDER TO PROCESS A PLAN REVISION THROUGH THE CITY. RELOCATE EXIST 2" WATER METER #88536374. LOCATION SHOWN IN DETAIL 1, ON SHEET 4. EXIST CAMPUS 8" WATER SERVICE FEED TO BE MODIFIED/RECONSlRUCTED FOR A CAMPUS 8" FIRE SERVICE FEED ONLY, AS SHOWN. REMOVE EXISTING WHEN NEW FIRE SERICE FEED IS OPERABLE. EXISTING PUBLIC UTILITIES EASEMENT (DOC.:,#1991-0327822) TO BE QUITCLAIMED BY SEPARATE INSTRUMENTlfl\ \0 -~~.J "AS BUil T" PROPOSED WATER EASEMENT PER PR NO. 10-22 DOC. NO.alt>ll)-b'::,:;'/1.llo DATE oa. s, ,,.,,,o PROPOSED PEDESTRIAN ACCESS EASEMEl';T PER PR NO. 10-19 DOC. NO . ..)ol<:>•OS:i1lc.lJ DATE C<-,-. S ~<:llO PLACE PVC PIPE JOINTS AS FAR AWAY FROM SEWER AS POSSIBLE AND PROVIDE 12" MINIMUM CLEARANCE ABOVE SEWER PIPE. . REMOVE (RELOCATE) IRRIGATION CONlROL VALVES PER LANDSCAPE & IRRIGATION DRAWINGS. RCE~--EXP,---~ REVIEWED BY: INSPECTOR DATE DATE ----+--+------------+---+----t---+--il SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT :=='..:::::=========----==~ 080210 + R/W 1 o' TC - ALK_/; EXISTING SIDEW EXI STING CURB & GUTTER R/W 10' - EXISTING SIDEWALK EXISTING CURB & GUTTER R/W lo' - TC TC EXISTING SIDE EX WALK _;:;;r· -j !STING CURB ,, GUTTER 60' R/W 3o' 30' 20' 20' TC 10' 10.0' PAI/EMENT EXISTING CURB VARIES VAR/fS EXISTING~\ -& GUTTER~ --==~:'=:J 'C10· SIDEWALK SDRSD G-7 30' 30' MONROE STREET TYPICAL SECTION 20' ST,\. 16+17.67 -16+36.67 STr\. 18+65.67 -18+88.0S SCALE: 1• = lo' 6 ' 0 EXISTING 20' 30' PAI/EMENT\ EXISTING CURB & GUTTER VARIES VAR/£S -- TC 10' - EXISTING SIC::::~ MONROE STREET - TYPICAL SECTION ST,\. 25+45.85 -CHESTNUT Avt:NUE SCALE: 1• = 10' (NO IMPROvt:MENTS) 60' 20' 20' PAvt:MENT 30' EXISTING CURB TC 1 o· ,_\ VARIES & GUTTER~ VARIES -- EXIS~NG SI[)[;;¥ CHESTNUT A VENUE SECTION STA. 55+44.47 -MONROE STREET SCALE: 1" = 10' (NO IMPROI/EMENTS) PER R/W R/W R/W 6o' R/W w w w i----------------------------15 10' TC 20' 20' TC lo' I EXISTING PAvt:MENT EXISTING CURB & GUTTER 12.0· ---,=iL,i::===~=ARl=ES==~===V.=:~RIES==c== EXISTING SIDEWALK EXISTING CURB & GUTTER R/W MONROE STREET TYPICAL SECTION STA. 18+88.0S -22+10.43 STA. 22+10.43 -24+50.00 SCALE: 1" = 10' 60' 1t SIDEWALK PER SDRSO G-7 R/W 30' t 30' w i----------------------------15 lo' TC 20' 19.83' FL 10.11 j!::: 1~----------1--------1~----i; EXISTING SIDEWALK EXISTING CURB & GUTTER ~I I EXISTING PAVEMENT SAWCUT 1' MIN. A.C CLOSURE SECTION DRIVEWAY PER SDRSD G-14A MONROE STREET 5.5' 4.61 TYPICAL SECTION @ NEW DRIVEWAYS ;,, STA. 18+38.67 -16+65.67 MONROE STREET ~LANCER WA~ STA. 22+10.4J -22+4J.4J MONROE STREET LANCER WA 3TA 24+60.65 -24+97.66 MONROE STREET LANCER WA SCALE: 1• = 1 O' L s• CURB (EXIST.) _ 5' (TYP I / I 6' (TY?.) ' ' "' I I R/W 1 O' TC EXISTING SIDE EX! -7,~ WALK STING CURB & GUTTER R/W 10' TC - EXISTING SIDEW EXI 71:-= S:~GCURBJ & GUT1£R 60' 30' 30' 20' 2o' TC EXISTING PAVEMENT~ v~ VARIES --=r__:J MONROE STREET TYPICAL SECTION STA. 24+50.00 -24+65.65 STA. 25+02.65 -25+45.85 SCALE: 1' = 10' 60' 30' 20' EXISTING PAVEMENT;\ VARIES - 3o' 23.83' SAWCUT 1' MIN. VARIES - R/W lo' 5.5' 4.5' - 5' SIDEWALK PE R SDRSO G-7 R/W CJ z :::J FL 6' I:= I 5.5' 4.5' - A.CCLO;UR~ V SECTION - DRlvt:WA Y _, PER SORSD G-14A CHESTNUT AVENUE SECTION @ NEW DRIVEWAY / 6" CURB (EXIST.) --~-.. .,---·--·-· /W STA. 55+04.47 -55+44.47 SCALE: 1" = 10' , / "AS BUil T" JOINT PATTERNS @ AQUATICS CENTER (10' WIDE) JOINT PATTERNS FOR LANCER WALK (12' WIDE) RCE EXP. DATE SCALE: 1" = 10' llSSUMPTtoN of' !<~SPONSIIJ'-E C.l.f.4(-§E. ,4.$ Cr ~«"'!lt.1 01. 2.0/( 1 I /.f'UU'1 A$S''-'MIE /C<UP,e.Nt;,4~ l:,W~~ ~ r::>£'1_..41 e.J/l4J,J'4E$ T~ 'f"HI.S C,U~N-,, DE~IZtLI. ,;. •. WAIITT'EN .<ce: ,;;1'?)10 ~Y.P ~-Jo• /-Z. CC,11:IJE~S~NE: eN.'5tN~IL,tlC., INC, ]17 F'letl. VleW UJf'(, ~Al$1&ie C4 ~Z-05♦ L1&t>) 72-'2.• l+~S ~ No. C-051930 ? ~ E,p. & ~ 2.,. 'f '?•/r,·•t C>!I;W DATE INITIAL ENGINEER OF WORK SCALE: 1• = 10' If\ CH/Vol5e ~N/t/EEIC CF~ ,r./t VJ I Givf' DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT ' IMPROVEMENT PLANS FOR: CARLSBAD HIGH SCHOOL NEW CONSTRUCTION PHASE PUBLIC IMPROVEMENTS APPROVED EN., V, ~ P~ -w--' r:,._ ?.ID SENIOR Civil ENGINEER PE 41204 EXPIRES 3/31 /11 D TE DWN BY: I PROJECT NO. I DRAWING "fO. CHKD BY:E_ PD-08-06 RVWD BY: 457-9f 080210