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HomeMy WebLinkAboutDWG 416-2; CUP 03-21; NORTH COUNTY ANIMAL SHELTER; 01-03GENERAL NOTES 1. 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 USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. 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 PROMP1L Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER i,\,ILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIF/CA 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 /NSURANC 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION 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. B. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING 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, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS. THE SOILS REPORT i,\,ILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSU/1/CDON MffTTNG SHAU Bf HFLQ AT THF Sl1E PR/OR TD THf BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECT/°% SUPERVISIONt TESTING AND ALL OTHER ASP£CTS OF TH£ WORK. THE CONTRACTO SHALL SCH7iULE THE MEETING THROUGH THE PERMIT CLERK( 438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. AL OTHER THAN FOR PRFCQNSTRUCTION MITT/NG mt,L B£ /NE RING 4-HOUR INSPECTION RE VEST IN AT D PRIOR TO · • ONS WILL THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. W1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DtVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 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 ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRE!fCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIE'S FROM TH£ SHORING SYSTEM $TANQARQ$ £$TARI ISHfQ BY THE GQNSIRl/GDON $AEETY ORQFRS DD E 8 CALIFORNIA ADMINISTRA Tl\/£ COD[. THE PLAN SHALL B£ PR£PARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAWLOGICAL R£SOURC£S AR£ DISCOV£R£D WITHIN ANY WORK ZON£ DURING CONSTRUCTION, OPFRATIDN$ WIii CEASE IMMfQIAm Y. ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON 7HE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EQUIPMENT SHALL BE LIMITED TO THE: PERIOD BETWEE:N 7:00 A.M. AND SUNSE:T EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPE:RA TIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE: AT THE: ENGINE:ERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 7Hf: CONTRACTOR TO 7Hf: CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO B£GINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE; FOR ANY DE:BRIS OR DAMAGf; OCCURRING ALONG THf HAUL ROUTF OR AO.IAQ[NT STRFFTS AS A R[SU/ T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED 'M7HOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. TH£ EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE: OBTAINED BY A SE:ARCH OF THE AVAILABLE: RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURE:$ NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE: PLANS. THE CONTRACTOR IS REQUIRED TO TAKE: DUE PRE:CAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. 7HE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL E:XISTING FACILITIES ( ABOVEGROUND ANO UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF TH[ CONSTRUCTION TO PE:RMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT W1TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtrON NE:AR 7HEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG&E PACIFIC BELL ADELPHIA CABLE COMMUN/CATIONS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) "CITY OF CARLSBAD (SEWE:R, WATER & RECLAIMED WATER) 'SAN 0/[GU/TO WATER DISTRICT *LWCADIA WASIEWATl!l'I DISTRICT *VALLE:CJTOS WATER DISTRICT "OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT * AS APPROPRIATE (800) 422-4133 (800) 660-7343 [BOO) 892-0123 760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 (760) 633-2650 (760) 753-0155 (76Y: 744-0460 (760 753-6466 (76 ~ 726-1340 STREET NOTES 1. ACTUAL STRUCTURAL S[CTIONS 'MLL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL [NG/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE: [NGJNEE:RED STRUCTURAL SECTION MUST BE SUBMITTED TO THE: ENGINEERING INSPECTOR FOR REVIE:W AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STRE:ET LIGHTS SHALL BE INSTALLED AS SHOWN ON TH[SE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON Tl,[ "AS-BUILT" PLANS. NO DIRE:CT BURIAL STREET LIGHT FOUNDATIONS W1LL Bf ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIP[ SHALL BE REINFORCED CONCRE:TE PIPE: Wl7H A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY Bf UTILIZED PROVIDED DE:PTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PE:R SDRSO S-4 TYPE: "C" AND PIPE MEE:TS ASTM STANDARD 3034 FOR SOR 35 SOUD WALL PIPE. 5. WHERE AN E:XISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STRE:ET AREAS AND REPLACE:D WITH PROPE:RLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITT-/ CONCRETE OR RE:MOVEO AS APPROVED BY Tl-IE CITY ENGINE:ER. 6. WHEE:LCHAIR RAMPS SHALL Bf INSTALLED PER RE:QUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE: CITY OF CARLSBAD LANDSCAPE: MANUAL. B. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREE:T WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED P~ TH£., 1 PROFESSIONAL LANO SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE: CITY [NG/NEERING INSPECTOR. SEWER NOTES I. SEWE:R MAIN AND APPURTENANCE:S SHALL BE CONSTRUCTED IN ACCORDANCE: WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SE:WER SYSTEM -DESIGN CRITERIA, STANDARD ORAW1NG ANO SP[C/FICA TIONS", AND THE: STANDARD SPECIF/CATIONS, MARCH 1993, AND THE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. 7HE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 7HE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY E:XCAVA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERM/ T SHALL Bf OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY TH£ DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY 7HE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760) 438-3891) WATER NOTES 1. WATER M,',/N ANO APPURTENANCES SHALL Bf CONSTRUCTED IN ACCORDANCE Wl7H THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL DESIGN REQUIRE:ME:NTS AND STANDARDS AND SPECIF/CATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBE:R 1993, OR THE LATEST REVISION. 2. 7HE CONTRACTOR SHALL OBTAIN AN [XCAVA TION PERMIT FROM 7HE DIVISION OF INDUSTRIAL SAFE:TY BE:FORE: ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE: STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONN[CTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.O. UNES, A PE:RMIT SHALL BE OBTA/N[D FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTRNDENT. 4. A PRECONSTRUCTION CONFERENCE: MEETING SHALL BE HELO A MINIMUM OF 7 DAYS BE:FORE: CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY Tl,[ CITY OF CARLSBAD ENGINE:ERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE: N0.{760) 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER UN£ EASEMENT. ALL EXISTING TRE:ES ANO STRUCTURE:$ SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE: WRITTEN PE:RMISSJON FROM THE DISTRICT ENGINEER. 6. Tl,[ [XACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIR[ LINE LOCATED BETWEE:N TH[ DETECTOR CHECK VAL VE ANO BUILDING SHALL Bf DETERMINED BY THE Cl TY OF CARLSBAD FIRE: MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE: WITH THE "CARLSBAD RECLAMATION RULE:S ANO REGULATIONS FOR THE: CONSTRUCTION OF Rf.CLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AME:NOEO. 8. ALL BURIE:D COPPER PIPING AND APPURTENANCES SHALL Bf PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DE\IELOPE:R/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PE:RFORMED IN ANOTHER MANNER, THE DISTRICT ENG/NEE:R W1LL CONSIDER AN AL TERNA Tl\/£ FORM OF PROTECTION. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE E:XERCISED RE:SPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINE:D IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT i,\,ITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRA'MNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DE:SIGN. FIRM: PICKARD ARCHITECTS ADDRESS: __ ...1.7JZ.9al5LS>llO-!!-Uu71/CLLP~A~INu1Eli.LRl....llA.l'.IYE.L:N!!IU:i..E ___ _ CITY, STA TE:--"WH'-"1--'-TTlceE,cR,_, _,,C""AL:elFc..,Oe.,R,_,_Nle:,A--'9<>0"'6"'02.__ ___ _ TELE:PHONE:-----"(5:::6:::.2)c....::..94:.:.5c_-.:::88:::2:.:_1____.:_F.:..::AXc.._;:(5:::6:::.2)c....::..94:.:.5c_-.:.:11c:.14.:...._ BY: ----"'OA"'Vl"'D'-"W~. ~Pl"'C"'KA"'R"'D'--J"'-'R"-. ___ _ DATE: 01-09-2004 R.C.E. N0.: __ .,_14,.,8"'2"'3 __________ _ REGISTRATION EXPIRATION DATE: 03-31-05 PRIVATE ENOINEERS NOTICE TO CONTRACTORS) 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOY,T,i ON THESE PRECISE SEWER PLANS \\£RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. REV1EW OF THESE PRECISE SEWER PLANS BY THE CITY OF CARLSBAD DOES NOT CONSTITIJTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND /OR STRUCTIJRE l'llTHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT Of RECORD OR NOT SHOWN ON THESE PLANS. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of CONSTRUCTION OF THIS PRO.ECT, INCLUDING SAFETY OF All PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION ~TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. CONTRACTOR SHALL CAREFUll Y REVIEW All PLANS, INCLUDING BUT NOT LIMITED TO ELEVATIONS, DISTANCES, NOTES, ETC. CONTRACTOR SHALL REPORT MISSINGS OR ERRORS THEREON, IF ANY, TO THE ENGINEER. CONTRACTOR SHALL NOT SET CONSTRUCTION STAKES OR ARRANGEMENT FOR CONCRETE POUR, ETC. PRIOR TO THE ENGINEER'S vERIFICATION AND REV1SIONS OF THE PLANS AS NECESSARY. SUCH MISSING$ OR ERRORS MAY INCLUDE LOW SPOTS THAT CONTRACTOR THINKS DO NOT FLOW, OR ANY ACCESS' SLOPE THAT CONTRACTOR THINKS EXCEEDS A.D.A. REQUIREMENTS, ETC. IF CONTRACTOR PROCEEDS TO COMPLETE WORK ON HIS OWN PRIOR TO THE ENGINEER'S vERIFICA TION AND REV1SIONS, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR SUCH WORK. BY SUBMITTAL OF A BID AND/OR COMMENCEMENT OF WORK, CONTRACTOR AGREES TO HOLD THE PROJECT OWNER, THE CITY AND THE DESIGN ENGINEER HARMLESS FROM RESPONSIBILITY FOR CONSTRUCTION DELAY AND PLAN REV1SIONS. CNWO CONSTRUCTION NOTES: ' 1. ALL POTABLE WATER SERV1CES SHALL BE 1• AND All POTABLE WATER METERS SHALL BE 5/8" ( UNLESS OTHER~SE NOTED ON PLANS ). 2. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTIJRED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BETv.£EN POTABLE WATER LATERALS AND SEWER SERV1CES SHALL BE 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH l'llTH THE FINISHED SURFACE GRADE. VICINITY MAP CITY 0, OCIANSIDI 1 "' PACIFIC OCEAN SOURCE OF TOPOGRAPHY CITY Of' ENCINITAS REFERENCE DWGS 416-2A 323-3 GRADING PLANS -ANIMAL SHELTER PALOMAR AIRPORT RD. PlA Y IT SAFE. ~ ~11j;ORE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE: CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO RE:PORTS, ALL AS SHOWN OR REQUIRED ON 7HIS SET OF PLANS ANO THE CITY STANDARDS. SPECIF/CATIONS. REQUIREMENTS, RESOLUTIONS AND OROINANCE:S CITED ON 7H[SE PLANS. THE GRADING WORK SHALL Bf PERFORMED IN ACCORDANCE 1,WTH 7HE FOLLOWING DOCUMENTS, CURRENT AT THE TIME: OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 5492 DA TED 10/15/2003 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRE:EN BOOK). . 6. SOILS REPORT AND RE:COMMENDA TION BY KLEINFELDER. INC. 5015 SHOREHAM PLACE, SAN 0/E:GO CALIF/RN/A 92122 858 320-2(500' DATED MARCH 7. 2002 7. THE SAN 0/[GO REGIONAL STANDARD DRA'MNGS AND AS MAY Bf MODIFIE:D BY THE CITY OF CARLSBAD STANDARDS. B. CALIFORNIA/. COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ~N~_A~-------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO 10/2B/2003 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY PICKARD ARCH. DATED 01/09/2004 lo:I.. ,l,t,1t, AWe-NC~ .or I ~ fi:.L~ ,..iF't:.L.0£1l1 :1::N:!. :l>f\"fl.O FE8. 5 1 2.Cil4> LEGEND DESCRIPTION DWG. NO. SYMBOL EXISTING ELEV. ....................................................................................... (264.53) PROPOSED ELEV ..................................................................................... 264.00 A.C. PAVING OF STREE:TS 4" A.C. OVER 4• AB OR AS SPE:CIFIED BY SOILS £NG/NEER P.C.C. 6" CURB & GUTTER ................................ G-2 ........................... ----- P.C. C. SIDEWALK ( 4 ") ......................................... G-7* ......................... ::::::;:~::!::::::;:,:;;:--•. SEWER LATERAL. ........................................... L.C.W.D S-13 .................. f-----® 8" P. V.C WATER LINE (CLASS 150) ..................................................... --W-- F.H. ASSEMBL Y. ............................................ C.M. W.D. W-12................. H>--{ PCC CROSSGUTTER ............................................ GS-9 .......................... . 1 h AT LEAST TWO WOOKJNG DAYS PRIOR TO EXCAVATI SIClNA'IUE ~ PREPARED BY= QUANTITY 45 LF 280 SF J fA 390 LF 2 EA B50 SF 71111l llOIJTH l'AM!!R Al/ENE -. Cela-nll ll0e02 15921945-11821 FAX 15921945-1114 IMPORTANT NOTICE TOPOGRAPHY SHOWN ON THE:SE PLANS WAS GENERATED BY PHOTO G[()l)fl!C CORPORATION M£71j00S --METHODS FROM INFORMATION GA THEREO ON AERIAL TOPO FLOWN ON MAY 14 2000 BY P&D CONSULTANTS. INC. SECTION 4216/4217 OF THE GOVERNMENT COO~ REQUIRES A DIAL ALERT IDENTIFlCATiotl NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE" ~LL BE VALID. " ~0~3-~3-1-~0~5 - 'I\· Plc,i-4 ~ No. 14823 I 401 WEST "A" STREET. SUITE 2500 SAN DIEGO, CALIFORNIA 92101 TELE: (619) 232-4466 FAX: 234-3022 TOPOGRAPHY SHOWN HERE:ON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA TEO W1THIN ASSE:SSORS PARCEL NUMBER(S) 213-020 18 THE: CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS: N 10528. 7085 f...,9 .. 8.,_27c;;4"-.1u.15""0'-------- BENCH MARK DESCRIPTION: 2" BRASSCAP lN STANDARD STREET CENTERLINE MONUMENi WELL siAMPED S.D. CO. SURVEYOR LOCATION: ON {L CAMINO REAL 0.46 mi. N'LY FROM PALOMAR AIRPORT ROAD. RECORDED: BENCHMARK DESIGNATION: R1800 345+00POT. ELEVATION: 313.272 DA TUM: -THE BASIS OF BEARINGS FOR 1HIS s0RVEY Is 1HE INVERSED BEARING ~~rff!N iFN~A~g 3f~~F,Nf~8t1Nt ~c~ Mg~uf4f~r~ Lfl§t' rrn AT s A N + 0. 8 .. AN7 1 4-TA N 189+83.97 E.c. ON PALOMAR AIRPORT ROAD' As SUCH MONUMENTS WERE FOUND PER RECORD OF SURVEY MAP NO. 16471, I.E. N.59 DEGREES. 40 MINNUTES. 09 SECONDS E. THE COORDINA'lt VALUES AT THE WELL MONUMENTS ARE AS FOLLOWS: j09: N.10~28.?bf E.98274.11;.o 14: N.10 31.831 E.98621.28 4 CARLSBAD MUNICIPAL WATER DISTRICT 4L,,.~✓-I#"~ #"' ROBERT J. wo.l'tlK D TE DEPUTY CITY ENGINEER R.C.E. ~ JJ~f. TOLL FRE£ 1-B00-422-41J.l TWO WORKING DAYS BEFORE YOU DIG. CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)_2_F.FLOW 1,500 G.P.M. OUT OF_1_F.H.(S). BLDG. SPRINKLED YES ... F.FLOW 450 G.P.M. C,u,,w '12 ,..t.<.L o>/,~/o'f FIRE MARSHAL DATE "AS P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l----+--f-------------+---+---+----+-----I I SH1EET I CITY OF CARLSBAD I SHE3ETS I :==='....:::=:::::::E::::N::::G::::I N::::E::::ER=l::N::::G ::D::E::::P=A::::R=TM::::E::::N::::T==:::....:=== DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: TITLE SHEET NORTH COUNTY APPROVED SY CITY ENGi OWN BY: CHKD BY: -.\~f. RVWD BY: :n«.- ANMAL SHEL TEA 28 PAI.OIWI-IICIID OAIL8BAD, CAI.RINlo 12009 . • LLOYDa~ #fll•W 23889 EXPIRES 12-3H)5 _,D..,A"'TE1.,,µ=..._ PROJECT NO. I DRAWING NO. CUP 03-21 . 416-2 CMWD ____ _ 8 N 8 I N 0 ~ <( Cl C :e ..... G') 0 ~~ ..... 0) I I\) 0 20 PLAY IT SAFE. 7 PLAN SCALE: 1 "= 40' 40 80 GRAPHIC SCALE UNDERGROUND SERVICE AIERT AT LEAST TWO DETAIL "A" SCALE 1 '=20' &_ NOTE: SIGNING & STRIPING NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIONINCl,STRIPINCI AND PAVEMENT MAP"KINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SICININCI AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIONINCI AND STRIPINO PLANS SHALL BE APPROVED BY THEENOINEEP.OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANCIE IN THE FIELD. 5. ALL SICININCI AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPINO SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAIN TINO. S IONING SHALL USE ENCAPSULATED LENS REFECTIVE SH EE TINO (HIOH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS.ALL STREET STRIPINO AND MARKINCIS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL EE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OP STRIPING AND STOP LIMIT LINES SHALL BE APPROVED EV THE PUBLIC WORKS DIRECTOR OP. HIS REPRESENTATIVE PP.IOP. TO INSTALLATION, a. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LIN!, MAP.KINGS AND PAVEMENT LEGENDS EV ORIN DINO. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LECIENDS SHALL BE THE LATEST VERSION OP THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT ELG ENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. PIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO RECIIONAL STANDARD DRAWINO M-19 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIONS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUB ING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. Id. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17 EXISTING SIGNS REMOVED BY THE CONT RAC TOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGN$ 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 REMAIN. 19. '<IF NECESSARY) WHERE R 7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2 FOOTWIDE MEDIAN NOSE THE R7 SIGN SHALL BE 18 X 24 AND THE N-1 OBJECT MARKER SHALL BE 12 X 12 /LEGEND OF ABIBIREV#AT§O!NS AC BLDG CB ASPHALTTC CONCRETE BUILDING SW S&W T CF CL CLF co CT\/ CTVPB D DB DRWY E E/0 EP £PB £TB £UC £V FF FG FH FL /NV !RR LO LT L&T LS MKD NE NG NO N/0 NTS NW PD PL PLM PNE ~p CATCH BASIN CURB FACE CENTERLINE CHAIN LINK FENCE CLEAN OUT CABLE TV CABLE TV PULLBOX DELTA DEBRIS BASIN DRIVEWAY EAST EAST OF EDGE OF PAVEMENT ELECTRIC PULLBOX EMERGENCY TELEPHONE BOX EUCALYPTUS ELECTRICAL VAULT FINISHED FLOOR FINISHED GROUND FIRE HYDRANT FLOWL!NE INVERT IRRIGATION LOCAL DEPRESSION LIGHT LEAD AND TACK /AND SURVEYOR MARKED NORTH NORTHEAST NATURAL GROUND NUMBER NORTH OF NOT TO SCALE NORTHWEST PAD PROPERTY' LINE PALM PINE POWER POLE RECORD RADIUS SOUTH SIGNAL BOX STORM DRAIN MANHOLE SOUTHEAST SIGN SEWER MANHOLE SOUTH OF STOP SIGN SANITARY SEWER STANDARD SURVEY MONUMENT STREET TF TC TMH TP TPB TS TSB TS/LT TW Tr'P w WI WM WV '¢1--l!J .... ---e- CD CC(Q) N§'lI'IR{lU CC'Il'Il (0) N N (Q)'II'JE§ CONSTRUCT DRIVEWAY APPROACH PER CITY OF CARLSBAD'S STAND DWG GS-20. MODIFIED PER DETAIL "A" ON THIS SHEET. COORDINATE WITH CONSTRUCTION NOTE NO. 13. ® MI!I§CCo N(Q)'Il'IE§ MATCH EX., SIDEWALK, EX. STRUCTURES PER DRA'MNGS NO. 288501. DWG AND EX WATER LINE TO BE PROTECTED IN PLACE. EX ELECTRIC ST. UGHT UNE TO BE PROTECTED IN PLACE. NO 553 TOP01. DWG OF PROJECT NO. 288502 (PROJECT NAME: NORTH COUNTY ANIMAL SHELTER) DATE OF PHOTOGRAPHY: 01-21-02 EX PULL BOX TO BE PROTECTED IN PLACE. EX ST UGHT TO BE PROTECTED IN PLACE. EX MONITORING '/.£LL TO BE PROTECTED IN PLACE, NOT USED. EX TELEPHONE TO BE PROTECTED IN PLACE. EX PO'M::R POLE TO BE PROTECTED IN PLACE. EX ELECTRIC UNE TO BE PROTECTED IN PLACE. SA WCUT AND REMOVE EX. SIDEWALK. @ SAWCUT AND REMOVE EX. DRIVEWAY. REMOVE EXISTING DRIVEWAY. REPLACE CURB, GUTTER, SIDEWALK PER CITY OF CARLSBAD'S STAND DWG G-11. SAWCUT LINE 8" MIN. FROM LIP OF GUTTER EDGE PROJECTION AC PATCH BETWEEN SAWCUT & NEW LIP OF GUTTER. 1G) NOT USED @ EX. UTILITY POLE TO BE PROTECTED IN PLACE. @ CONSTRUCT CURB RAMP PER CITY OF CARLSBAD STAND DWG GS-20. @ CONSTRUCT NEW 4" PCC SIDEWALK. @ CONSTRUCT 6" CURB ONLY PER APWA STD NO. 120-1 TYPE A1 @) START RED PAINTED CURB. @ END RED PAINTED CURB. SOUTHWEST SPIKE & WASHER TANGENT TOP OF FOOTTNG TOP OF GRATE TELEPHONE MANHOLE TOP TELEPHONE PULLBOX TRAFFIC SIGNAL TRAFFIC SIGNAL BOX TRAFFIC SIGNAL WITH LIGHT TOP OF WALL TYPICAL WEST WROUGHT IRON WATER METER WATER VALVE STREET LIGHT CURVIBDA'fA 0 DELTA A 40' 08'35" B 41' 05'27" RADIUS 42.00' 42.00' PREPARED BY: PD CONSULTANTS, INC. 401 WEST "A" ST., SUITE 2500 SAN DIEGO, CA 92101 TEL (619)232-4466. EX. STRUCTURES PER CITY OF CARLSBAD'S PROJECT NO. 3286. DRA'MNG NO. 323-3 DATED 6-18-98. FOR MORE INFORMATION, REFER TO MISC. NOTES B & C. REFER TO ARCHITECTURAL PLAN, GRADING PLAN AND OTHER PLANS FOR MORE INFORMATION. LENGTH 29.43' 30.12' lEENCHMARK TAN 15.35' 15.74' FIR£ HYDRANT GATE OR WATER VALVE POWER POLE 2" BRASSCAP IN STANDARD STREET CENTERLINE MONUMENT 'M:LL STAMPED S.D. CO. SURVEYOR ON EL CAMINO REAL, 0.46 ML N'L Y TOP TOE TOP"' OF CUT SLOPE "' OF FILL > SLOPE TOE/ SECTION 4216/4217 Of THE G<MRNMENT COOE REQUIRES A DIAL ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A •PERMIT TO EXCAVATE• WLl. BE VALID. TOU. FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOO DIG. FROM PALOMAR AIRPORT ROAD. BENCHMARK DESIGNATION: R1800 345+00POT. ELEVATION: 313.272. SICINAlU'll!;.;_:::;*-J~ ffi i, 23 'ii "' s.\-<''-,0"'3r-_v.31,--"'05~ !PREPARED BY= P.E. __ _ EXP. ___ _ DATE REVIE\./ED BY: INSPECTOR DATE RD SB SDMH SE SGN SMH S/0 SSGN ss SSM ST S&T SPIKE & TIN l---+---+--------------+--+----+-----1 I SH2EET I CITY OF CARLS BAD I SHE3ETS I ~=='-'==::::::E:::N:::G:::IN:::E::::ER:::l:::NG:::::D:::E:::P:::A:::RT:::M:::E:::N:::T==:::..:==~ 90LS ENGINEER: KLEN"ELDER, NC. 5015 t'ta nm Place l!lr1Dlego,Cdonw.92122 Toi 11!581320-2000 Fu 18581 320-2001 ol'ESSio '11· PiC,t i3 c=> No. 141323 . ll! ~ 03-31-05 DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: PALOMAR AIRPORT ROAD NORTH COUNTY APPROVEDdr OWN BY: --,--c-- CHKD BY: .l WL RVWD BY: ,)vL ANIMAL SHEL TEA -PALCIIARAll'all~ o.llUl!.ID, CALJ'(lfN,, - LLOYD B. HUBBS :zjr1/pl[ EXPIRES 12-31-0S DATE PROJECT NO. CUP 03-21 CMWD DRAWING NO. 416-2 I\) 9. w C :E G) .,::a.. ..... en I I\) LINE DATA 284 209 .. 2?6 BLDG, (PER PRECISE GRADING PLAN) • <D @ ·3 ©. @ © (J) 8 @ @> ® LENGTI, ,• 62.12' 43.04' 31.53' 56.58' 2.12': . . '. j 56.16. 66.78' 39.28' 47.82' 6040' 64.67' 15.68' 4'-o~ SIDEVALK ~ TYP. "'J BUILDING }- SEWER LINE. PER PLUMBING PLAN :ANG)_E S29d 28'47"E .. · S15d 31'13"W ·N60d 31'13'E S83d 1'13'W N53d 55'.51'.E N53d 56'51'.E N5Jd 56'51"E N76d 24'36'E S53d 50'5Q'W . S4~d 2'47"W S55d 56'1"1'1 S74<! 4'34'[ ~o· ETBAC Li TYPICAL SECTION 'A -A" N.Tll L0CICNCI l!ASII EX. NAMAL GROUND ABOVE WATER PIPE\,/,/_,/' 5' (APPROX.) '-- ,.._ ___ :1:11' --~ (APPROX.) VERIFY & JOIN EX S.S. APPROX. 8' DEPTH) UNRECORDED EASEMENT EX. PAVEMENT :.,,: SOLS ENGINEER: KLEINFELDER, NC. !!015 Sh0I eham Place San Diogo, Cdomlll 92122 Tei, l858l 320-2000 Fu-18581 320-2001 APPROX: F/N/SH£D SURFACE· ABOVE WATER PIPE PLANS PREPARED BY: PICKARD ARCHITECTS 7915 SOUTH PAINTER AVENUE WHITTIER, CALIFORNIA 90602 (562) 945-8821 FAX (562) 945-1114 DAVID W. PICKARD DATE R.C.E. 14823, EXP. 03-31-05 r ·'/ ·/ 276" I , /( C p WATER LINE zg J.. ..... --... ,t .... · ---7. I· '11::RIFY .x. sc•RLSeAo CID Of ~ SCALE :i-1: =-. 1" .• 4.0' :V: Ill!' 1" :am: 4! NO l>A11! PROJ DIR. DAVID PICKARD JFI.. HVN JOB CAPT Fl'l!M DESIGNED BY D.T .. y N.G. R.P. SCALE STATIC PRESSURE • 120 PSI •· · ·120 PSI • 279'. . fS ELEV: " 27J. 1 . HGL. · ·" '52.1 • .st TA1tC l'tesuRE • 120 Psi ~ASEb . :. ON /Nf"(IRMA llON P~O'i1DED BY .TllE . : CITY fir CARLSBAD S FlRE PRE\1:NllON . . 1635 FARADAY :A',£., CARLSBAD, CA 92il08 ( BRENDA MARLOW : : . . . . : . : . 1EI., 760:-602-46~ • · : • · : SEWER WATER PLAN PROFILE JOBNUMl!EA IH!ETNUMl!EA 2001-081 c-sw 0 ® ® 0 e ® G ® @ @ 8 0 @ SE'M:R CONSTRUCTION N01ES VERIFY EX SEVER LINE. CONSTRUCT 6' VCP SANITARY SEIJER LATERAL PER DIRECTION OF AUTHORIZED INSPECTORS. WAlER CONSTFIUCT10N NO'TES CONSTRUCT 2" BLOW OFF PER CITY STD. DWG. NO. W-6. CONSTRUCT 2" MAX. SERVICE SIZE WATER SERVICE CONNECTION PER CARLSBAD MUNICIPAL WATER DISTRICT STD. DWG. NO. W-4. FOR 2" MAX. METER CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER MUNICIPAL WATER DISTRICT STD. DWG. NO. W-12. INSTALL GUARD POSTS PER STD DWG W.24. CONSTRUCT ABOVE GROUND 4" DOUBLE CHECK VALVE DETECTOR ASSEMBLY (REDUCED PRINCIPLE) (PRIVATE) PER PLUMBING PLAN CONSTRUCT 6" PVC WATER LINE TO THE SATISFACTION OF DISTRICT ENGINEER. CONSTRUCT CONCRETE THRUST BLOCK PER MUNICIPAL WATER DISTRICT STD. DWG. NO. W-15. CONSTRUCT 8" PVC WATER LINE. TO THE SATISFACTION OF DISTRICT ENGINEER. CONSTRUCT ABOVE GROUND 6" DOUBLE CHECK VALVE DETECTOR ASSEMBLY (REDUCED PRINCIPLE) PER STD. DWG. W22. (PRIVATE). PER FIRE SPRINKLER PLAN CONSTRUCT 6" GATE VALVE. PER CARLSBAD MUNICIPAL WATER DISTRICT STD. DWG. NO. W-16. CONSTRUCT 8" WATER HOT OR COLD TAP PER CITY OF CARLSBAD'S REQUIREMENTS CONSTRUCT 4" PRIVATE WATER LINE TO THE SATISFACTION OF DISTRICT ENGINEER. SAWCUT AND REMOVE EXISTING SIDEWALK (SHT 3) PER STREET IMPROVEMENT PLAN. CONSTRUCT PRIVATE PRESSURE REDUCER. REFER TO FIRE SPRINKLER PLAN FOR LOCATION AND DETAILS CONSTRUCT DRIVEWAY PER STREET IMPROVEMENT PLAN (SHT 3) CONSTRUCT 2" MANUAL AIR RELEASE PER CITY STD. DWG. NO. W-6. VERIFY & JOIN WATER LINE PER FIRE SPRINKLER PLAN. VERIFY & JOIN WATER LINE PER PLUMBING PLAN. NOT USED. CONSTRUCT 6" FDC LINE TO THE SATISFACTION OF DISTRICT ENGINEER / FIRE MARSHAL. ® G G G @) G ~ SCALE 1" -20' CONSTRUCT IRRIGA "TION LINE 2"SERVICE AND 2"METER PER STD. DWG. NO. W4 (REFER TO IRRIGATION PLAN FOR SIZE OF BACK FLOW PREVENTER, IRRIGATION METER, AND IRRIGATION LINES). INSTALL 8" FLXPJ GATE VALVE PER CARLSBAD MUNICIPAL WATER DISTRICT STD. DWG. NO. W-16. SAWCUT AND REMOVE EX. AC/AB PAVEMENT AS REQUIRED. RECONSTRUCT AC/AB PAVEMlNT IN KIND PLUS 1" EXTRA AC TO THE SAT/SF ACTION OF CITY ENGINEER. SAWCUT AND REMOVE EX. PCC SIDEWALK, EX. CURB & GUTTER AS REQUIRED. RECONSTRUCT PCC SIDEWALK, CURB & GUTTER IN KIND TO THE SATISFACTION OF CITY ENGINEER. INSTALL 8" TO 6" REDUCER. VERIFY & PROTECT IN PLACE OR ADJUST EX. JOINT UTILITIES TRENCH TO SATISFACTION OF INSPECTORS CONTRACTOR TO INSTALL 8" TAPPING TEE OFF INSTALL 45' PJ BEND G INSTALL 22 1/2· BEND B INSTALL 8"X6"X8" PJ X FLXFL TEE AND 1-8" FLX PJ BEND & T. B. G 11 1/4' PJ BEND G 90' PJ BEND NOTES 0 ALL WATER LINES SHALL INCLUDE NECESSARY FIT"TINGS FOR BENDS 90°, 45: X, T, ETC. TO THE SATISFACTION OF DISTRICT ENGINEER. ALL PVC WATER LINES SHALL BE CLASS 150, C900. PIPE ANCHORS & BACKFILL STABILIZERS MAY BE REQUESTED BY DISTRICT ENGINEER. EX. S.S. INVERTS WERE SURVEYED BY SAN DIEQU/TO ENGINEERING, INC. 4407 MANCHESTER AVE., SUITE 105, ENCINITAS, CA 92024, 11/22/2002, JOB # X0200126. 11 AS BUIL T 11 P.E, __ _ EXP, ___ _ REVIEVED BY, IMPROVEMENT PLANS FOR: SEWER & WATER PLAN / PROFILE EXPIRES DATE ;/11/0'( DATE 1 DATE INITIAL DATE k>-~200!! ENGINEER OF WORK REVISION DESCRIPTION DWN BY: __ _ f-'D:..CA.:.:TE.::_..i....lN.:.:l.:.:TIA'-'L=-t_DA_T_E_J_I_NI_TI_AL--1 CHKD BY: :IWl OTHER APPROVAL CITY APPROVAL RVWD BY: .ll.(L. PROJECT NO. CUP 03-21 DRAWING NO. 416-2 IHT1CF I 8HT C (.) ~ G') 0 -.i::-, (.) ...... en ' I r I\)