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HomeMy WebLinkAboutDWG 402-6; RP 01-09; CARLSBAD VILLAGE SELF-STORAGE; 01-04... GENERAL NOTES I. 1HIS PLAN SUPERsaJES ALL OTHER PLANS PREVIOUSLY APPROVED BY 1HE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON 1H/$ SET OF PLANS. 2. APPROVAL OF 1H/$ PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 1HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR 01HER ADDITIONAL DOCUMENTS Ll$1W HEREON AS 1HEY MAY PERTAIN TO 1H/$ PROJECT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 1HESE PLAN$ WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE 1HE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR 1HE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISION$ SHALL BE PROMPT!. Y $U8Mlm:D TO 1HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 8£ REQUIRED FOR ANY lt\?RK IN 1HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING 1HE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERl.llm:E'S POLICY IN 1HE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 1HE INSURANCE COMPANY lffi/RNG THf POLICY MUSI HA~ A RA TING Of •A" AND A SIZE CA JEGORY OF CLASS V AS ESTABLISHED BY l;ESTS" KEY RA 17NG GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM 1HE CITY AND 01HER APPROPR/A JE AGENCIES. 6. REVISION OF 1HESE PLANS MAY BE REQUIRED IF 1HE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCJED PRIOR TO 1HE DEADLINE DA JE OF 1HE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL 8£ MAD£ TO TH£$£ PLANS WITHOUT TH£ WRlm:N APPROVAL OF 1HE CITY ENGINEER, NOTED WITHIN 1HE REVISION BLOCK, ON THE APPROPRIATE SH££T OF TH£ PLANS AND TIT!.£ SH££T. 8. ORIGINAL DRAWINGS SHALL 8£COM£ TH£ PROP£RTY OF TH£ CITY UPON BEING SIGNED BY 1HE CITY £NG/NEER. 9. THE ORIGINAL ORA Vt!NG SHALL 8£ REVIS£D TO R£FLECT AS-BUILT CONDITIONS 8Y THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY 1HE CITY. ID. ACC£SS FOR FIR£ AND OTHER £1./ERGENCY VEHICLES SHALL BE MAINTAIN£D TO TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE Wl1HIN CITY EASEM£NTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 1HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE F/£LD OF APPLl£D SOILS MECHANICS. THE SOILS REPORT I\ILL 8£ SUBMITTED TO 1HE CITY ENGINEERING INSPECTOR Wl1HIN TWO WORKING DA r.i OF COMPLETION OF F/£LD TESTS. TH£ WR/m:N FIELD COMPACTION REPORT(S) SHALL 8£ /1.11./EDIA TEL Y SUBMITTED TO 1HE Cl TY ENGINEERING INSPECTOR UPON COMPLETION OF 1HE FIELD JESTS. 12. A RE CQNSUWCllQN MIT11NG SHAii BE HEL Q AT THE SITE PRIOR m THt jEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES ESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL TH 1H AC7i SHALL SCH£DULE TH£ MEETING 1HROUGH 1HE PERMIT CLERK 438-3634) AT LEAST FIVE(5) WORKING DAr.i PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. I 3. ALL INSPECTION REQUESTS OTHER THAN FOR RE CONSTRUCTION 1.1£ETING WILL BE MADE BY CALLING 1HE ENGINEERING 24--HOUR INSPECTION REQUEST LINE AT b10£:P8-3891. INSPECTION REQU£$% MUST BE RECEIVED PRIOR TO 2:00 P.1.1. _E DAY BEFORE 1HE INSP£C11DN _ NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU R£QU£5T OTHERWISE. REQUESTS MADE AFJER 2: 00 P.1.1. WILL BE SCHEDULED FOR TWO FULL WORK DA r.i LATER. 14. THE OWN£R AND/OR APPLICANT THROUGH TH£ D£VELOP£R ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA7F AND F£DERAL SAFE:TY AND H£ALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO 1HE CITY ENGINEER AND/OR CONC£RN£D AG£NCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM 1HE HAZARD OF CAVING GROUND DURING 1HE £XCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION 1HEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE F£ET (5') OR MORE IN DEP1H AND APPROVED BY 1HE CITY ENGIN£ER AND/OR CONC£RN£D AGENCY PRIOR TO £XCAVA TION, If THE P!,AN VARIES FROM THf SHORING SYSTEM STANDARDS ESTARI ISHEQ RY THE CQN51ffl/C11DN SAFETY QRQ[RS 1111 E B CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHAU BE PREPARED BY A REGISTERED ENGINEER AT 1HE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBM/m:D TO THE INSPECTOR PRIOR TO EXCAVATION. 16. If ANY ARCHAEOLOGICAL RESOURCES ARE DISCO\,fRE;Q Wl1HIN ANY WORK ZONE DURING CONSTRUCTION, OPERA 170NS 1W L CEASE {MIJ[DIA m )'.'. AND THE PERI.IITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UN17L 1HE PERI.IITTEE HAS RECEIVED WRITTEN AU1HORITY FROM 1HE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT TH£RETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERA170N OF TRUCKS, EARTHMOVING EC/UIPMENT, CONSTRUC170N EQUIPMENT AND ANY OTHER ASSOC/A 1FD GRADING EQUIPMENT SHALL BE LIMITED TO 1HE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO £ARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUC1FD ON W£EK£NDS OR HOLIDAYS. (A LIST OF CITY HDL/DA r.i IS AVAILABLE AT 1HE ENGINEERING DEPARTMENT COUN1ER.) 18. AJ;'w Wc:0Fk HAUL ROU1FS SHALL BfoSUBMlm:D BY THE CONTRACTOR TO 1H£ __GI~-FOR APPROVAL TWO LL WORKING DAYS PRIOR TQ BEGINNING Of KORK. 1HE CONTRACTOR SHALL 8£ R£SPONSIBL£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE QR ADJACENT STREEIS AS A RESULT Of THE GRADING OP£RA TION. 19. NO BLA517NG SHALL 8£ COMM£NC£D WITHOUT A CITY ENGINEER APPROVED BLA$17NG PROGRAM. 20. TH£ £X/STENC£ AND LOCA 170N OF UTILITY STRUCTURES AND FACIL/17E$ SHOWN ON 1HE CONSTRUCTION PLANS W£RE OBTAINED BY A SEARCH OF 1HE AVAILABLE RECORDS. A TTEN170N IS CALLED TO 1HE POSSIBLE EXISTENCE OF 01HER U17LITY FACILl17ES OR STRUCTURE:$ NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU170NARY MEASURES TO PROTECT TH£ U17LITIE$ SHOWN ON TH£ PLANS AND ANY 01HER EX/$17NG FACILITIES OR STRUCTURES NOT SHOWN. 21. TH£ CONTRACTOR SHALL Vl::RIFY TH£ LOCATION OF ALL EXISTING FACILl17ES ( ABOVEGROUND AND UND£RGROUND ) Wl1HIN 1HE PROJ£CT $/TE SUFFICIEN1L Y AHEAD OF 1HE CONSTRUC170N TO PERMIT 1HE REVISIONS OF 1HE CONSTRUC170N PLANS IF IT /$ FOUND THAT TH£ ACTUAL LOCA J70NS AR£ IN CONFLICT WITH 1HE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFEC1FD UTILITY COMPAN/£5 (SE£ 8£LOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STAR17NG CONSTRUCnON NEAR 1HEIR FACIL/17E$ AND SHALL COORDINATE WORK Wl1H A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E (76m480-7727 PACIFIC BELL (760 574-3806 ADELPHIA COMMUN/CATIONS ~76 1)438-7741 HIGHLAND CARLSBAD CABLEVISION 760)696-0200 CITY OF CARLSBAD (STREU AND STORII DRAIN) 760)438-2980 "CARLSBAD MUNICIPAL WA 1FR DISTRICT 760)438-2722 "SAN DIEGUITO WATER DISTRICT (760)753-1145 *LEUCADIA COUNTY WATER DISTRICT f 76;753-0155 *VALLECITOS WATER DISTRICT 760 744-0460 *OLIVENHAIN WATER DISTRICT 760 753-6466 *BUENA SAN/TA TION DISTRICT (76 ~565-5657 • AS APPROPRIATE SEWER NOTES 1. SEW£R MAIN AND APPUR1FNANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE •cARLSBAD MUNICIPAL WATER DISTRICT'S SEW£R Sr.i7FI.I -DESIGN CR/1FRIA, STANDARD DRAWING AND SPECIFICA170N$•, AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND 1HE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC170N, LA TEST £D/170N (GREEN BOOK). 2. 1HE CONTRACTOR SHALL OBTAIN AN EXCAVA170N PERMIT FROM TH£ DIVISION OF INDUSTRIAL SAFETY 8£FORE ANY EXCA VA 170N AND SHALL ADHERE: TO ALL PROVISIONS OF 1HE STA 7F CONSTRUC170N SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO 1HE DISTRICT'S £X/$TING SYSJEM, A PERMIT SHALL 8£ OBTAIN£D FROM TH£ DISTRICT. IT MUST BE SIGNED AND APPROVED BY 1HE DISTRICT'S ENGINEER AND SUPERINJENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. 1H£ CONTRACTOR SHALL N017FY 1H£ CITY OF CARLSBAD ENGINEERING INSPEC170N 48 HOURS PRIOR TO THE 8£G/NNING OF CONSTRUC170N. (1FL£PHON£ NO. [760} 438-3891) WATER NOTES 1. WA 1ER MAIN AND APPUR1FNANCE$ SHALL 8£ CONSTRUCTED IN ACCORDANCE 1111H TH£ •cARLSBAD RUL£S &-REGULATIONS FOR TH£ CONSTRUC170N OF POTABLE: WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 1993 OR AS AMEND£D. 2. THE CONTRACTOR SHALL OBTAIN AN £XCAVA TION PERMIT FROM TH£ DIVISION OF INDUSTRIAL SAF£TY BEFORE: ANY £XCA VA 170N AND PROVIDE: PROOF OF OSHA NOTIFICA 170N BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF 1HE STAJE CONSTRUCTION SAFETY ORDERS. 3. BEFORE: ANY CONN£CTION OR SHUT DOWN OF VAL VE$ ON EXIS17NG C.1.1. W.O. LINES, A PERMIT SHALL BE OBTAIN£D FROM TH£ C.1.1.W.D. omCE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT 4. A RE-CONSTRUC170N CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUC170N BEGINS. 1HE CONTRACTOR SHALL N017FY 1HE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (JELEPHONE N0.[760} 438-3891) FOR SCHEDULING. 5. N'O TREES OR STRUCTURES SHALL BE ALLOW£D IN 1HE WA JER LIN£ EASEMENT, ALL EXl$17NG TR££S AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENC£MENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE: WRlm:N PERMISSION FROM TH£ DISTRICT ENGIN£ER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNM£NT AND TYPE: OF MA 1FRIALS OF TH£ FIR£ LIN£ LOCA 1FD 8£TWEEN 1HE DEJECTOR CHECK VAL VE AND BUILDING SHALL BE DEJERI.IINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER I.IA/NS AND APPURJENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W/1H THE •cARLSBAD RECLAMA 170N RULES AND R£GULA 170NS FOR THE CONSTRUCTION OF R£CLAIMED WA 1FR MAIN$ -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROJEC1FD BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/Ol'INER CONDUCTS A SOILS JEST R£PORT AND DEMONSTRA 7FS THAT PR01FCTION CAN 8£ P£RFOR1.1£D IN AN01HER MANNER, 1HE DISTRICT £NG/NEER WILL CONSIDER AN AL TERNA 17VE FORM OF PROTECTION. 9. ALL POTABLE WA 1FR SERVICES SHALL BE 1• AND ALL POTABLE: WATER 1.1£TER5 SHALL BE 5/8" (UNLESS 01HERWISE NOJED ON PLANS). 10. ALL METER BOXES SHALL BE ARMORCAST. 11. MINIMUM SPACING 8£TWE£N POTABLE WATER LATERALS AND SEW£R SERVICE$ SHALL BE 5 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FIN/SH£D SJJRFACE GRADE. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AF1FR •R• VALUE: 7FSTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGIN£ER OF TH£ STA7F OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOIL MECHANICS, ON 1HE PREPARED BASEMENT SOIL THE •R• VALUE: 7FSTS AND 1HE ENGINEERED STRUCTURAL SECTION MUST BE SUBM/Tm> TO 1HE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A 1.1/NII.IUM OF TWO (2) CITY WORKING DAYS 8£FOR£ THE WORK BEGINS. 2. STREET LIGHTS SHALL 8£ INSTALLED AS SHOWN ON 1HESE PLANS. UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON 1HE •AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOW£D. ALL LUMINARIES SHALL 8£ ·cur OFF" TYPE:. 3. ALL UND£RGROUND U17L/17ES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE W/1H A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PROVIDED DEP1H /5 L£55 THAN 15 FEET AND BACKFILL£D W/1H 3/4" ROCK PER SDRSD S-4 TYPE: •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIP£. !5. WH£R£ AN £XISTING PIPE LINE IS TO 8£ A8ANDON£D IT SHALL 8£ R£MOVED Wl1HIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED Wl1H PROPERLY COMPAC1FD SOILS. IN OTH£R AR£AS TH£ PIP£ WILL BE PLUGGED Vtl1H CONCRETE OR REMOVED AS APPROVED BY 1HE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER R£QUIR£MENTS OF 171L£ 24, CALIFORNIA ADI.IINISTRA TIVE CODE. 7. STREET TREES SHALL BE INSTALLED P£R SECTION IV 0.3 OF TH£ CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN 1HE STREET Vt!THIN THE LIMITS OF WORK OF THIS PLAN PER $DRS DWG 1.119. 9. ALL SURVEY MONUl.l£NTS AND POINTS 1HA T ARE DISTURBED BY THIS WORK SHALL 8£ RE£STABLISHED, P£RPETUA 7FD, AND DOCUM£NTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINE£RING INSP£CTOR. SHEET INDEX: 1. 1711..E SHEET 2. WA1ER & SEW£R IMPROVEMENT PLAN 3. WATER LIN£ PROFILE: 4. STREET IMPROVEM£NT PLAN ,t PROFILE VICINITY MAP WORK TO BE DONE 1HE GRADING WORK SHALL CONSIST OF 1H£ CONSTRUC170N OF ALL CUTS AND FILLS. REM£DIAL GRADING, DRAINAGE: FAC/Ll17ES, EROSION CONTROL FACILl17E$, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARA 170N OF AS-BU/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOW/'I OR REQUIRED ON THIS $£T OF PLANS AND 1HE CITY STANDARDS, SPECIF/CA J70NS, REQUIREMENTS, RESOLUTIONS AND ORDINANCE$ CITED ON 1HESE PLANS. 1HE GRADING WORK SHALL 8£ PERFORM£D IN ACCORDANCE Wl1H 1HE FOLLOWING DOCUMENTS, CURRENT AT 1HE TIM£ OF CONSTIWC170N, AS DIREC1FD BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS 5£T OF PLAN$ 4. RESOLUTION NO. 279 DA 7FD NOVEMBER 26, 2001 5. 1HE STANDARD SPECIF/CA 170NS FOR PUBLJC WORKS CONSTRUC170N (GRE£N BOOK). 6. SOILS R£PORT AND RECOMMENDA 170NS BY GEOSOILS INC. (W.O. 3168-A-SC) DA TED NOVEMBER 6, 2001 7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIF/£0 BY 1H£ CITY OF CARLSBAD STANDARDS. 8. £NVIRONM£NTAL APPROVAL DOCUMENTS DA 1FD NOVEMBER 6, 2001 9. STORM WA JER POLLU170N PREVEN170N PLAN DA 7FD JULY 9. 2002 10. TH£ CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS FOR CONSTRUCTION OF POTABLE WATER AND SEW£R LINES. LEGAL DESCRIPTION: LEGEND NOTES; QUANTITIES: LOTS 6 AND 7 OF INDUSTRIAL TRACT, IN 1HE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP 1HEREOF NO. 174-J, FILED IN THE OFFICE OF 1HE COUNTY RECORDER OF SAN 0l£GO COUNTY, JANUARY J, 1923. OWNER; CARLSBAD VILLAGE SELF STORAGE:, LLC 2601 MAIN STR££T, SUl7F 1330 /RI/IN£, CA 92614 (949) 477-5800 SOURCE Of TOPOGRAPHY; II ■ ®XI>-@ PROPERTY BOUNDARY LINE CENTER LINE AC PAVEMENT SAW-CUTTING CURB AND GUTTER (C&G) FIRE HYDRANT (WITH GATE VALVE) GATE VALVE (GV) MANUAL AIR REI.EASE (MAR) WA lER METER (WM) DOUBLE CHECK VALVE DETECTOR ASSEMBLY BACKFLOW PREVENTION DEVICE (2" AND SMALLER) SAWCUT & REMOVE EXISTING CURB & GUTTER PER SORSO sm. PLAN NO G-11. SAWCUT, REMOVE AND REPLACE AC PAVEMENT PER CITY OF CARLSBAD sm. PLAN NO. GS-24. 0 CONSTRUCT TYPE "G· CURB AND GUTTER (6" C.F.) PER CITY OF CARLSBAD sm. PLAN NO. G-2. © CONSTRUCT WIDE COMMERCIAL DRIVEWAY PER SDRSD sm. PLAN NO. GS-12 (W-30'), 7.5" THICK. @ CONSTRUCT s· ABS SEWER LATERAL PER CMWD sm. PLAN NO. S-7. ® GONSl'RUGT B" PI/G G990 l'=IRE PROTEGTIOM WATER MAl~I PRESSURE Gb\SS 1 !i9 PER 280 LF 580 SF 280 LF 2 EA BO LF ]88 LF TOPOGRAPHY SHOWN ON 1HESE PLANS WA$ GENERA 1W BY AERIAL SURVEY METHODS FROM INFORI.IA 170N GA 1HER£D ON JUNE 20, 2001, BY RON MARTIN AND ASSOC/A JES (RI.IA) TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 170NAL MAP ACCURACY STANDARDS. ~ ► CLEAN OUT (CO) THRUST BLOCK •GMtJJQ &7=A~l9ARB SPEGIFISA"FIS~m, (PRIVATE SYSTEM). 0 CONSTRUCT 2· WATER SERVICE PER CMWD sm. PLAN NO. W-4. ® INSTALL FIRE HYDRANT ASSEMBLY PER CMWD sm. PLAN NO. W-12. 1 EA PROJECT LOCATION: THIS PROJECT IS LOCA1W WITHIN ASS£SSORS PARCEL NUMBER($) 204-070-01 THRU 07 AND 204-010-11 &-12 THE CALIFORNIA COORDINA JE INDEX OF 1HIS PROJECT /$: N 2,002,000 E 6,225,000 BENCH MARK; SPIKE IN TOP OF CURB OF NORTH£AST CURB R£TURN AT OAK A VENUE AND ROOSEVELT STREET. ELEVA 170N: 46.645 BASIS Of BEARING: THE BAS/$ OF BEARING FOR 1HIS MAP IS THE MOST NORTHEASTERLY BOUNDARY OF LOT 6 AND LOT 7 OF INDUSTRIAL TRACT. FILED AS MAP NO. 1743 IN TH£ OFFICE OF COUNTY R£CORD£R OF TH£ COUNTY OF SAN DIEGO, STAJE OF CALIFORNIA, BEING $34'33'£. "DECLARATION Of RESPONSIBLE CHARGE" I H£R£8Y D£CLARE 1HA T I AM 1HE ENGINEER OF WORK FOR 1HIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE: CHARGE: OVER 1HE DESIGN OF 1HE PROJECT AS DEFINED IN SECTION 6703 OF 1HE BUSINESS AND PROFESS/ON$ CODE, AND 1HA T 1HE DESIGN IS CONS/SJENT Wl1H CURRENT STANDARDS. I UNDERSTAND THAT 1HE CHECK OF PROJECT DRAWINGS AND SPECIFICA170N$ BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF 1./Y RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: DEVELOPl./£NT RESOURCE CONSULTANTS ADDRESS: 8175 E. KAISER BLVD. '--'A-"-N"-A'--'HEl""M"--'-H"'ILCCLCC-'S,_CA"'-'-"-92"'8'-'0B-"-------CITY, STA TE:- TELEPHONlJ (714) 685-6860 BY: • lA e:REkLLIAMS, JR. DA TE: _3=/4-~_S'.,__/ c,-''.S'--- R.C.E. N0.:_4_3_179 ____________ _ REGISTRATION EXPIRATION DA TE:----'0-"3/.c.c3eal/2c.c04'-'------ ASSESSORS PARCEL NUMBERS: 204-070-01 THRU 2D4-070-07 AND 204-010-11 AND 204-010-12 AC ACP Ci. CMWD FH FJ FL FS INV G8 GV LP MJ NG PJ PVC R/W s SDRSO TC w ASPHALT CONCRETE ASBESTOS CEMENT PIPE CENTERLINE CARLSBAD MUNICIPAL WATER DISTRICT FIRE HYDRANT FLANGE JOINT FLOWIJNE FINISHED SURF ACE INVERT GRADE BREAK GATE VALVE LOW POINT MECHANICAL JOINT NA 1\JRAL GROUND PUSH JOINT POL YVINYI. CHLORIDE RIGHT OF WAY SEWER SAN DIEGO REGIONAL STANDARD DRAWINGS TOP OF CURB WATER ® G8t1Sl'RUGT s• PYG 0999 FIRE PROTEGTIOM LATERAL PRESSURE GLASS 1!i8 PER GM\IA:l STANDARD SPEGIFIGATl9'1S. @ CONSTRUCT THRUST BLOCK PER CMWD sm. PLAN NO. W-15. @ INSTALL BACKFLOW PREVENTOR PER CMWO sm. PLAN NO. W-20. @ INSTALL s· GATE VALVE PER CMWD sm. PLAN NO. W-16. @ SAWCUT EXIST AC PAVEMENT 1' FROM EXIST GUTTER & REPLACE IN KIND +1". @ NOT USED. @ WATER METER BY CITY FORCES. @ INSTALL s· FIRE SERVICE PER CMWD sm. PLAN NO. W-21. @ IHS"FALl PAO"FEO"Fl8t4 res:r PER GM\t.8 SlB. PLAt~ uo. W 21. @ INSTALL SEWER MAIN CLEANOUT PER CMWD sm. PLAN NO. S-6. @ INSTALL 1 • MANUAL AIR RELEASE ASSEMBLY PER CMWD sm. PLAN NO. W-5. @ INSTALL 8" DOUBLE CHECK VAL VE DETECTOR ASSEMBLY PER CMWD sm. PLAN Nd'. W-22. CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS l .• '~ ,/ "A BUil T" 3 EA .. 5 LF 12 EA 1 EA 4 EA 280 LF' N/A N/A 70 LF 2 EA 1 EA 2 EA 2 EA UTILITY DISTRICT APPROVAL (S) ,,,,. NO. OF F.H.{S)...L.F.FLOW 31~0 G.P.M. OUT OF iF.H.{S). i---------------------1BLDG. SPRINKLED ~O ••• F.FLOW __ G.P.M. w. lJJ L v~o/r,1 RCE 4'S/12 EXP. U'JJ{,r., DATE CARLSBAD MUNICIPAL WATER DISTRICT ,t # C 2 gn.; (' S -r..7 W2 .J ROBERT J. K v ATE DEPUTY CITY ENGINEER R.C.E. 33698 EXP. ,:..30-06 1 ,/ ~ -~e.zcs:,...., :5~ ;¥1<.tro3 FIRE MARSHAL DA TE (,-//-,q DATE I ~,EET I CITY OF CARl.SBAD I SHEETS I 1----1----+-----------------+------<>----+----+----1 ENGINEERING DEPARTMENT 4 t----t---+----------------+------<l----t---+----1 1----t---+----------------+------<l----t---+----1 IMPROVEMENT PLANS FOR /1\ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CARLSBAD VILLAGE SELF' -STORAGE 3235-3265 TYLER STREET APPROVED LLOYD B. HUBBS #Y ~-&:!:Z~ ,;, ~ ..3/2'{,b~ CITYENGINEi-rPE2Jtl!fl EXP. 12 /31 /05 7 DA TE DWN BY: I PROJECT NO. I DRAWING NO. t--D_ATE_~IN_ITI_A_L-+-_DA_TE_~IN_ITI_A_L-1 CHKD BY:~ RP01-O9 402-6 OTHER APPROVAL CITY APPROVAL RVWD BY: NL 011.0803 ' ' (C :,: ., 0 ., ,j. 'Y ,:'.1;< C, ,.., a C r. •, ,,.. ' ru 0 "' • .., --<::, • m .,., ' . ;:~ 'a :, • • .., / .. "' 0 • 0 ,., C V CJ) ' ~ :::c ~ ·a, v> .,, m G) 0 m .r:, • ~ ..: -I 0 0 u ~ C'· N r 0 I ' a, " c:, ,, •J 0 ~ 0 Co ± / I I I I I I I I \ \ I I ,,,.;, ,~ I I I I I I"<",. +-''"' I I"-~ I .f" I I """ I +r I I I I ~1, I I I I I I ,; I ;u >t --;, +1 I I I I I 1~/ I ~ ol '11_,5 -1- ( 0 '11,> + .. .Q_ 0 <11,9 + 0 "1.6' 'i<'~ ... + +'" 0 -!0 -1-· \ L I 0 "o +5> w ... (JI 0 0 ~ t_ 24 ;;, "o +·> "1. + ' y !j -~r1 X ,,., __ A. ,'? I • C, 'I-I ,,;+ I ·2 I I /1 ,y' !%w + ~ !.., I I I I I "1. </ + "1.> + 1c'~<, -- -- kl"-y +" iv -·~ ',\,✓, ('(,. . I I u'1: <'.?;>_,.,, -'(' J,,-r ~ ) ".;, +:> ~ It PINE AVENUE I .t->'"'<" I I I • I ,.,,_,...__.,- I X~·~==Z;X·= ! NOTES; 0 SAWCUT & REMOVE EXISTING CURB & GUTTER PER SDRSD STD. PLAN NO G-11. © SAWCUT, REMOVE AND REPLACE AC PAVEMENT PER CITY OF CARLSBAD STD. PLAN NO. GS-24. t6 l· ~ ~~ ,:,• ~~I <[< ~-' -1--..,,,,,,-----· --- ~ ~ 1'6 ".;, 4-+"" :.:,· +"' -,· -r -- ·--.r· -. -"~ 0 CONSTRUCT TYPE "G" CURB AND GUTTER (6" C.F.) PER SDRSD STD. PLAN NO. G-2. 0 CONSTRUCT WIDE COMMERCIAL DRIVEWAY PER CITY OF CARLSBAD STD. PLAN NO. GS-12 (W•3D'), 7.5" THICK. @ CONSTRUCT 6" ABS SEWER LATERAL PER CMWD STD. PLAN NO. S-7 . ... ···-~-... ---· SEE FIRE SPRINKLER PIAN fOR CONTINUATION ,-=.S,:!,!;A.~12~+~2~2-~86!,..,..~-(10 FIRE SERVICE LATERAL • STA. 12+3!1.17 PT. (1) 8"-45" BEND, PJ IO , STA. 12+57.80 { PT. ~ (1) 81-45" BEND, {PJ) \!!!,I STA. 13+41.88 PT. 10 8 -45" BEND, PJ b - 10 STA. 11+36.80 FIRE SERVICE LATERAL SEE FIRE SPRINKLER PIAN fOR CONTINUATION H5"27'00 E 199.75' SEE PLUMBING PIAN FOR CONTINUA ON ~ Ii: i ~"' ..,: tir .. i:: ~ 1' ~ + !ii ,ti%~ 0 -I g ., - I ·-.• I ! I . II: ✓ I STA. 13+64.31 PT. '7L..'..(1~)_:a:_:•-=45:::.·_:e:EN::D::_, ~P::'.J'.....: 10:__:=:]'r=~....::::::...7-==~::::::.-~;:::=,::=:::::::---::::!.-~;:;::=:::Q===a;;;;::::::::::----~f=Ji ~ SEE FIRE SPRINKLER PIAN FOR CONllNUATION . SEE SHEET NO. 3 FOIi! WATER MAIN PROFILE @) "15+114.09 i PT. (I} s'-90' BEND, (PJ) ,CII ·--·-46~~ 1' MAR 19 i STA. 13+ 76.85 FIRE SERVICE LATERAL IO ~ CLauol!to ARII"A IS A PR/VA7"£ .SY.STE:M. NOTE; CAUTION: NO CUTTING OF ACP IS PERMITTED. THE CONTRACTOR SHALL REMOVE THE ACP TO THE NEAREST COUPLING AND SHALL INSTALL ACP x PVC ADAPTERS AND PVC PIPE AS REQUIRED TO INSTALL ALL NECESSARY FITTINGS. BENCH MARK: UCTION I +· ii . I I I II "'I I .., -I .., ' I -?.:. I I ' .. 0 ~ .. I (!) CQ►IE~PJCT I" P'/G C99Q FIRE PRQlECTIOtl 'N.A.+ER MAltl PRESSI.JRE GLASS 189 PER OMWB S'FAtlOAAS SPE6IFIGATl9tlS, (PRIVATE SYSTEM). 0 CONSTRUCT 2" WATER SERVICE PER CMWD STD. PLAN NO. W-4. ® INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN NO. W-12. ® SQtl[lRUC:r &" PVG 0999 F=IRE PRO+ESTIOtl lA+EIZl.61b PA&:&iSl:JFI&: SL,t,£5 119 PER SMW9 5=FAtll9ARD 5PEGIACATI0tl5. @ CONSTRUCT THRUST BLOCK PER CMWD STD. PLAN NO. W-15. @ INSTALL BACKFLOW PREVENTOR PER CM'M) STD. PLAN NO. W-20. @ INSTALL 6" GATE VALVE PER CMWD STD. PLAN NO. W-16. @ SAWCUT EXIST AC PAVEMENT 1' FROM EXIST GUTTER & REPLACE IN KIND +1". @ NOT USED. @ WATER METER BY CITY FORCES. @ INSTALL B" FIRE SERVICE PER CMWO STD. PLAN NO. W-21. @ ltlS=Fl,LL PAO=FEGTION Pes:r PER GM'*tA:> S"F9. PLAtl tie. W 21, @ INSTALL SEWER MAIN CLEANOUT PER CMWO STD. PLAN NO. S-6. @ INSTALL 1" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN NO. W-5. @ 19''1"~\.I,, cg~ l)\)\J&\£ e,e'f" t,t,tSC,IC-. v,c1,1Jr; t>t.1"1ft.1"0,t ~S.SfiMl,t.'f pn,. c,l'-\wt> Sit>• ~"1 t.lD. W·'Z.'2-. i r) PVC TO ACP '-._ \JI-,_A_D_A_PT-'~!.!l.o~---=i~i-°"'-1" 1 ACP ' ' / ' 1-6"FlJxP G.V. 1-6" ,R.t\G. ' J ' '-,, 1-8"x6" REDUCER (PJ x FJ) 8" PVC, C1501 I 1-1· MAR s"IPvc ! 6" PVC SPO 1 6" FJ T 6 ADAPTO ( JxPJ) PVC TO ACP_g. ( r) ADAPTOR ,~ • ., 1 6 ACP DETAIL "A" NOT TO SCALE "AS BUil T" GRAPHIC SCALE .. .. .. 1~-1~---~I lJ. lJ:J l 'lb&/4t RCE' 4:)174 EXP. 'J/1J /r,~ DA TE ( IN FEET ) I Inch • 20 It. ' INSPECTOR SPIKE IN TOP OF CURB OF NORTHEAST CURB RETIJRN AT OAK A YfNUE ANO ROOSE'ifi T STREET. I SH2EET I CITY OF CARLSBAD I SHEETS I l---l---+---------------~--4--+----11----1 ENGINEERING DEPARTMENT 4 ELEVATION: 46. 645 1---1----+----------------+-----+--+----ll----il 1---1----+----------------+-----+--+----11----ii IMPROVEMENT PLANS FOR: • DA TE INITIAL DA TE INITIAL DA TE ll'IITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL CARLSBAD VILLAGE SELF-STORAGE 3235-3265 TYLER STREET APPROVED LLOYD B. HUBBS BY A:fr~~~~ ',TY ENGINE PE239 EXP. 12/31 /05 DWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. RP01-09 DRAWING NO. 402-6 040803 '. .. q , .. .. :"i t:CJ M "-Ii) ~-"' "' g '" .. ~!! pj I a • "! :'U ·::► • ,.,, r,i, t··· ·• ;I d :> I • ;-? 8, , ~; " CJ) C "' ' "' J: ~ ~ " m G") ~ m "( -I ~ • 0 ,., I\) '" I\) ,. 0 I ., ii 0) / 'Tl ~ ~ ,",! % --" --···---· ···-- .. ( • ..... >I < I-::, 3 ~I c,..i r -,--- LL·- 9+00 I I I I I I I ----------- "'-..... 47.('"1 '----··-re .. -·-cJ -9+ I() 8+00 I • ... .. /1 I\ I PROPOSED STREET DEDICATION ' .. ---···=- .l-'\ln--' ~.,.. .... .:..;..: L...~--,: : :· .. ~~Ht~+ , .. :~:-:--.--c.;:,:~~~ ..;. ~ EE i\i /f ---w ----w -·--··------·--·•· w ------w -·------w --- NOTES; 0 0 0 SAWCUT & REMOVE EXISTING CURB & GUTTER PER SORSD STD. PLAN NO G-11. CONSTRUCT TYPE "G" CURB ANO GUTTER (6" C.F.) PER SDRSD STD. PLAN NO. G-2. CONSTRUCT WIDE COMMERCIAL DRIVEWAY PER CITY OF CARLSBAD STD. PLAN NO. GS-12 (W=.30'), 7.5" THICK. @ SAWCUT EXIST AC PAVEMENT 1' FROM EXIST GUTTER & REPLACE IN KIND +1". .... - ·:. ::: : ~--·:_· 7+00 -... r I 1 BENCH MARK: --- I I I I I I ........ ---. ··-·· f-· 6+00 __ j SPIKE IN TOP OF CURB OF NORTHE:AST CURB RITURN AT OAK A VENUE AND ROOSEVELT STRfET. ELEVATION: 46.645 ~ :::, z ..... ~ ..... z fl.. c,..i 4 Dffelopment lauree Col1811tuts, lne. D RC C1¥11 Engineering • Land Sur,e~g • Land Planning 8175 EAST KAISER BOULEVARD ANMEM HILLS, CA 92808 (714) 68S-S880 . . . .. '------, ...... t-· ··-1----"" , ... ··---·· .. ··:. ·-.;._-__ r..:. =-.. -.:.~:=- ____ ,. . I-·-. _. .. " . ---·-· ' ------1----- ..,-. ... _-___ .... _ .:···-· -· ---~ .. t.. ·r.:::·:_-__ 1---.-.._~·::-:··~-1-~-~:~--- . : ·-i': --~-;·.z= ;;=·=.!=.== .":·.=~.=-::-'·.i:,..=· = ... =ct,.---.-=.",,f.~= .. c. ".:."·_.'I+· " .• "::·"~F .. '--' .. r=1=." .. +=1_=_."f=·Cf"'-.Cf""+cc+c..:r=E==E=l.-C -~_-+--Si-· -.. ·t--··. ----,-..-- :·.: i:_-:. "'. :i.;:: ,., .. ---~---.. l. _---:: :.::. ,.:..:·-· ---··· ~-;· ... :t·-":-·... -~-f'.:"" -:-" __ ::::-: ·····--· ---+-.-.1---+·· __ -__ -I-· -- ---..:: .. ···:..·: ,. <l PROPOSED STREET DEDICATION R/W I R/W 40' 20' 20' 5' 15' • 15' 5' 4.5' . TYLER STREET NOT TO SCALE "AS BUil T" .. I GRAPHIC SCALE 0 10 20 -S. 1--L,1 __ I .. .. l ___ ~I w. i.J/ L ,1z.J.1 RCE 4-"71 EXP. 'U'JJ/o{. DATE ( DI n:BT ) REVIEWED BY: 1 Inch -20 ft. ,,,;?/../:? 1FJSPE'CTdR t---t----+------------+---+---+------l---l I SH4EET I CITY OF CARl.SBAD I SHE4ETS I :===-==:::E::::N:::Gl::::N::EE::R::::IN:::::G:::::::OE::P:::::A:::R:::::TM:::E::N:::::T:==~===: /1\ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD VILLAGE SELF' -STORAGE 3235-3265 TYLER STREET APPROVED LLOYD B. HUBBS • T A &e"F ~~ .. ~ts 2.3 EXP. 12/.31 /05 OWN BY: CHKD BY:~ RVWD BY: ~ PRO.£CT NO. RP01-09 DRAWING NO. 402-6 040803 U'J C :c :E m G') m~ -I 0 ~N O' ,, O') ~ ""'' --:i: · .. ::r· . 9+00 10+00 50 40 30 14+00 15+00 12+00 .. -1----.. ""· . . . -· --- I .. ------.. .... ---,.;-_ ---.·,_::.-: .. ---,-, -----. ·--. -----, .... ___ · __ _ ----- -.. _,, ... .. ----1 ---- - .... ~:.:)·1 :.7 "" ----... -~ 16+00 BENCH MARK: SPIKE IN TOP OF CURB OF NORTHEAST CURB R£71JRN AT OAK A V£NU£ AND ROOS£V£L T STREET. £LEVA 110N: 46.645 40 30 13+00 14+00 i 14+00 NOTES: INSTALL FIRE HYDRANT ASSEMBLY PER CMYltl STD. PLAN NO. W-12. CONSTRUCT THRUST BLOCK PER CMWO STD. PLAN NO. W-15 . • 10 ~ I GRAPHIC SCALE i .. I ( IN FEET ) I Inch -20 ft. "AS W, fr-)) l • RCE ftl7' EXP. REVIEWED BY: ~ / /--'. if.!si,J;'.OR .. I BUil T" DATE ('.r-1r-;y DATE l-----lf----+----------------t-----+---+----1----11 SH3ETI CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH~TS I DAlE INITIAL DAlE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAi. IMPROVEMENT PLANS FOR: CARLSBAD VILLAGE SELF-STORAGE 3235-3265 TYLER STREET APPROVED LLOYD B. HUBBS 6 Y A < ~ J4-::: ,;_, ti. PE:uies EXP. 12131105 DWN BY: PRO..ECT NO. CHKD BY: RVWO BY: RP01-09 DRAWING NO. 402-6 ►· V, n ,: <t 040803 enc :::c ~ m Ci) m~ -I 0 WN O' ,, 0) ~