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HomeMy WebLinkAboutDWG 476-2; CUP 11-06; FAIRFIELD INN CARLSBAD; 01-02GENERAL NOTES ' 1. THIS PLAN SUPERSEDES 1ALL 0711ER PLANS PREVIOUSLY APPROVED BY 711E CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON fij1S SET OF PLANS. 2. APPROVAL OF THIS PLAN. DOES NOT LESSEN OR WAIVE ANY PORTION OF 711E CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO 711/S PROJECT. 711E ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE 711£ 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 711£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT...:OF-WAY PERMIT FROM 711E CITY ENGINEER W1LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T.E OF INSURANCE MUST BE FILED NAMING 711£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON 711E PERMITT.EE'S POLICY IN 711£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 711E INSURANCE COMPANY WRITING 711£ POLICY MUST HA VE A RA TING OF "A-" OR BETT.ER AND A SIZE CA T.EGORY OF CLASS V OR BETTER AS ESTABLISHED BY ''BESTS'' KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND 0711£R APPROPRIA T.E AGENCIES. 6. REVISION OF 711ESE PLANS MAY 8£ REQUIRED IF 711£ PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA T.E OF 711£ IMPROVEMENT AGREEMENT. 7. NO REVISIONS W1LL BE MADE TO 711ESE PLANS W17110UT 711E WR/TT.EN APPROVAL OF . 711£ CITY ENGINEER, NOTED W1711/N 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. 711E ORIGINAL ORA W1NG SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY 711E ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 711£ WORK BY 711E CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIT.E AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE W1THIN CITY EASEMENTS, A SOILS REPORT. COMPRISED OF: (A) . SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (0) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA T.E OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. 711£ SOILS REPORT W1LL 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 SUBMITT.ED TO 711E CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCQNSIBUCVON MFFVNG SHAU BF HEI D AT THF Sl7f PRIOR TO THE BEGINNING OF WORK AND SHALL BE A TT.ENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR . CONSTRUCTION, INSPECTION. SUPERVISION, TESTING AND ALL 0711ER ASPECTS OF 711[ WORK. THE CONTRACTOR SHALL SCHEDULE 711£ MEETING . BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING W1LL BE MAO£ BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT 17601 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH[ DAY BFFORF THF INSP[CVQN IS NFFOm INSPECTIONS WILL BE MADE THE. NEXT WORK DAY UNLESS YOU REQUEST OTHERW1SE. REQUESTS MADE AFTER 2: OQ P.M. W1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. 711£ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. 711£ 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 0711£R PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THE(?EIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 711£ SHORING SYSTEM STANDARDS . FSTARI ISHW RY TH[ CQNSIRUCVON SAFFIY QRDFRS VV F 8 CALIFORNIA ADMINISTRATIVE CODE, 711£ PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITT.ED TO 711£ INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED W1THIN ANY WORK ZONE DU/j/NG CONSTRUCTION, QPFRAVQN$ WIii C[AS[ IMMWIAW Y AND THE PERM/TT££ W1LL NOTIFY THE CITY ENGIN/:ER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT.EE HAS RECEIVED . WR/TT.EN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCT.ED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 0711ER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLWA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL , OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 711E CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUi ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED W1THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED . BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY 711E LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) W1THIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT 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 (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A .COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SD<,&£ PACIFIC BELL TIME WARNER CABLE CO!( COMMUN/CATIONS . CITY OF CARLSBAO(STREETS AND STORM DRAIN) . "GITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) *SAN 0/EGU/TO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLECITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT • AS APPROPRIATE (800)422-4133 (800)660~7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 STREET NOTES . 1. ACTUAL STRUCTURAL SECTIONS W1LL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON TH£ PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCWRAL SECTION MUST BE SUBMITT.EO TO THE 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 POI/-JTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO QIRECT BURIAL STREET LIGHT FOUNOA TIONS W1LL BE ALLOWED. ALL LUM/NA/RES fHALL BE "CUT OFF" TYPE. J. ALL UNDERGROUND UTILITIE;S AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, 0,ROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL 8£ REMOVED W1THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED W/711 PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED W1TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.J OF 711E CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SORS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. WATER NOTES 1. WATER & RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & J. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF 711E STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. 711£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED .IN THE WATER LINE EASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. ,fF DEVELOPER/OWNER CONDUCTS A . SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. 711£ EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL 8£ 5/8" (UNLESS OTHERW1SE NOTED ON PLANS). 10. ALL WAT.ER MET.ER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LA T.ERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH Wl711 THE FINISHED SURFACE GRADE. 1 J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE $£PARA TION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT 711E PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY 8£ PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE GERTA/NT.EEO "VINYL-IRON" H.O. FOR C900. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TH/S PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF !THE PROJECT AS DEFINED IN SECTION 6703 OF 711E BUSINESS AND PROFESSIONS CODE. AND 711AT 711£ DESIGN IS CONSISTENT W1TH CURRENT STANDARDS. I UNDERSTAND THAT 711£ 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: ____ CO_h_FE_Y_EN_G_IN_E_E_RI_N_G_IN_C_. ___ _ ADDRESS: 10660 SCRIPPS RANCH BL VD., SUITE 102 CITY, ST.; SAN DIEGO, CA, 92131 TELEPHONE: (858) 831-0111 BY: /1 _,J fl✓/ tdAN/EL VALDEZ DATE: ~3~(_18_/._'/J ___ _ R.C£. N0.:_0_7_6_07_4 __________ _ REGISTRATION EXPIRATION DATE: 6/30/14 ------- SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVIS/ON 1, AS AMENDED . FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF). 711tSE PLANS ANO THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE., 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 8£ REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). . 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC 'l{ORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 3· t~~l~~f:T~~ ~~Ji.75/NiEMo~';fR,tL~H~~tF~f i¼tttftfE~Ek/Yflo itR1/fc:°~6'NNfRflr'ffRMENT 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS, 10. LIMIT LINES ANO 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 LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERW1SE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE 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 THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL 8£ SQUARE PERFORATED STEEL TUBING W/711 BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAW1NG M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNT.ED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET W1711 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 A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO 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 W1DE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J OBJECT MARKER SHALL BE 12"X12" INDEX OF SHEETS SHEET 1 --TITLESHEET SHEET 2 --WATER PLAN ANO PROFILE OWNER: SURYA LP 10660 Scripps Ranch Blvd, Suite 100 SAN DIEGO, CA, 92131 (858)621-4908 APN: 213-091-06 REFERENCE DRAWINGS WATER OWG 211-8, OWG 283-5 SEWER DWG 143-7 BASIS OF BEARINGS THE CENTERLINE OF PALOMAR OAKS WAY AS DEPICTED HEREON. I.E. N 74'01 '58" W SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY HANO SHOT FIELD SURVEY METHODS FROM INFORMATION GATHERED ON 2/16 THROUGH J/15, 2007, BY COASTAL LAND SOLUTIONS. (UPDATED BY COFFEY ENGINEERING, 2011.) TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED W1THIN ASSESSORS PARCEL NUMBER(S) ')1 ~-na1-n.e::: , THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 10~0 E -="?4,,.13c_ ______ _ BENCH MARK DESCRIPTION 2.5" DISK MARKED "CLSB-065 LS 6215" LOCA T/ON: IN SOUTHWEST CORNER OF $OGE VAULT AT THE SOUTH SIDE OF CAMINO VIDA ROBLES AND JOO' EAST OF THE WESTERLY INT[RSECTION OF_ KELLOGG AVE. RECORDED: PER CITY OF CARLSBAD CONTROL NETWORK. R.0.S. N0.17271. ELEVATION: 243.47 (241.3) DATUM: NAV088 (NGVD 29) VICINITY CITY OF OCEANSIDE HIGHWAY, 7B MAP NOT TO SCALE '-\."--_,-L..J CITY OF ENCINITAS " INDEXMAP SCALE : 1" = 100· ABBREVIATIONS · ACP ASBESTOS CEMENT PIPE A.V.A AIR VACUMM VALVE ASSEMBLY WORK TO BE DONE THE JMPFIOVEMENT WORK SHALL BE PEIIFOF,MED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THf CITY fNGINEfR. 1. 2 J. 4. 5. 6. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS RESOLUTION NO. 6888 & 6889 DA TED JUNE 6, 2012 THE STANDARD SPECIF/CATIONS FOR PUB/IC WORKS CONSTRUCTION (GREEN BOOK). SOILS ,!?£PORT AND RECOMMENDATIONS BY GEOSO/LS, INC. DA TED OCTOBER 12 2011 AND UPDATED SUPPLEMENTAL REPORT DA TED JULY 27 2012 7. 8. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CAI.WORN/A COASTAL COMMISSION OEVUOPMENT PERMIT CON/J/TIONS DA ff/Ju M'-' IAo...._•---~~ 9 VALI.ECITOS WATER DISTRICT STANDN/0 DRAWINGS AND SPf.C!F!CATIONS FOi? CONST/WC/TON OF WATER, SEWER, AND APPROVE MATERIALS LIST. JO. STORM WA ffR POLLUTION PREVENTION Pl.AN PREPA,~ED BY COFFEY ENGINEERING INC. J J 12. DATED 9/17/12 WUID NO. 9 J7CJ651J6 STORM WATER MANAGEMENT PLAN PR[PAR[D .8Y COFFEY ENGINEERING INC. DATE.D 11/15/12 CALIFORNIA STORM WATER QUALITY ASSOC/A TION BM/° CONSTFIUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG. NO. SYMBOL QUANTITY PROPERTY LINE 8" WATER MAIN LINE 2" M.A.R. ASSEMBLY CMWD W-6 2" WATER SERVICE W/ 2" W.M. CMWO W-4 FIRE HYDRANT ASSEMBLY CMWO W-12 CONG. THRUST BLOCK CMWO W-15 2" BLOW OFF ASSEMBLY CMWD W-6 16" BFV VALVE CMWD W-17 8" GATE VALVE CMWD W-J 6 TRENCH RESURFACING CITY STD. GS-25, 26, 27 2" AIR VACUMM VALVE ASSY CMWD W-7 METERS INSTALLED BY --w- -- 2" -~~□ ~FH ◄ -0- ----©- ----©- wA O>---o 493.05 LF 2 EA 2 EA 2 EA 4 EA J EA 2 EA 4 EA 1133 SF 1EA CITY-PUBLIC J" R.P. BACKFLOW DEVICES 1 FACILITIES (SEE NOTE #5) PRIVATE1/:~.PR_IVATE)_ TO MATCH METE.R ---~~~~~~~§r---~ SIZE AND INSTALLED PER CMWD OWG. W-21 .~--+++-..t "~ Lll I " : ,r-J" B.F. V. BUTTERFLY VALVE 8. 0. V. BLOW OFF VALVE CMWO CARLSBAD MUNICIPAL WATER DISTRICT TWO 2" SERVICES (COPPER) JO" APART ~ r-V / ,_~LOW COC CITY OF CARLSBAD DWG DRAWING E ELECTRICAL F. H. FIRE HYDRANT FLG FLANGE (JOINT) G GAS GV GATE VALVE I.E. INVERT ELEVATION M.A.R. MANUAL AIR VALVE M.H. SEWER MANHOLE PJ PUSH JOINT PVC POLYVINYL CHLORIDE S SEWER STA STATION TB THRUST BLOCK V.C.P. VITRIFIED CLAY PIPE VWO VALLECITOS WATER DISTRICT W WATER DIRECTION OF FLOW / ,-NS~ CONNECT INTO 4" ~ - '~--ttt-~"ll~l1~01J(III IIIX ,__.__"3-1/2VTO 4 \ .. PRIVATE DOMESTIC ~ SUPPLY LINE ON-SITE METER BOXES AND~~o,~~====~{J COVERS (TYP.) -"° ~ i'; C:: "' ~ ~ SE/: NOTE #4 8 ~ '°' 1'i fq M "'i ::ti r-C) s:'. ::0 C) to ;,;;; ""11 S2 ::0 J" J" BRASS OR COPPER WATER ~ SUPPLY LINE (PRIVATE) NOTE: , --i 1. ANY BACKFLOW PROTECTING A SERVICE USED FOR HUMAN CONSUMPTION MUST BE LEAD FREE. 2. ALL METER INSTALLATIONS MUST BE APPROVED BY WATER DEPARTMENT -METER SHOP PRIOR TO PLAN APPROVAL J. SERVICE CONNECTIONS ON WATER MAIN MUST BE JO' APART 4. 17"x30"x/2" POLYMER METER BOX WITH 2 PIECE LIO -ARMORCAST A600J640 PC-12 COVER, A6001643-IT LID, A6000487 DROP-IN 5. ALL VALVES, PIPING AND EQUIPMENT FROM THE DOWNSTREAM SIDE OF METER FLANGE ARE PRIVATE ANO THE RESPONSIBILITY OF THE OWNER. ALL IMPROVEMENTS ARE TO BE INSTALLED BY A LICENSED CONTRACTOR ANO SHALL BE MAINTAINED AND OPERATED PER CODE DETAIL :.4' 2-2" METER & 3" BACKFLOW INSTALLATION ~c~~c-7'7'FB.ccU~ECTCN A,.;...,;Sc.,.,.~;;-N7"1 Tc,AT,'Ti--"I 0~N~D l~S~TR~l~CT~ __ ' -·---1 c ! c-y Cc-c AR LS B A.D F i R 1:. D 1:.P AR TM ENT REVIEWEJ FOR CONFLICTS ONL YJ ~ (J ~ 67098 9/30/14 3/tf{I?, IEOUll,CMC:cri': '1 :JtlA.;AC> 1 ( ) BUil 1 ,, -:·JC. OI 1·., I.:,',),<., __ F.FLOWo G P.10. OUT OF .. ,.I I S 1--E-LM_E_R_A_L_Ex _____ R_cE ___ Ex_P_. ___ o_A_T_E_--i BI.DG. ,;;,-,rm,KciI.'fYES'l ... F.FLOW 425il..G.P.M. 1/'7,1-f\l', N lt:L Vj~✓-i 6/&t?r16 Cl IY Of CAliL:;Bi\lJ UTILITIES DE?J1RTtvlENT tt~-PE ~ l:XP 6/il(Jb DATE . DATE RaV/1 t clJA Wlcll.AM E. P1_UMl/cl\ EclGINff'slNG ,1ANAGER DATE R.C.E. 28176 EX?. 3/31/14 UAT[ ------- .----i-------c-----W il __ clTY Oli' Cl~F?LSBAD' SH2E·,Ts -+---+---f-----,---l EIJCINEU,11,G l:EP1\RTlffNT ,, ---------------------------------------· --------------+---+---+----+-----t -----------------·----- -------------~-+---+---+--~+-----·-· 1---·+---t-------------------- ---~-----------+---+-------- -·----------·----------------+---+---+---+-----l -·--+----+-~-+---+----l ,/19/1~ PV 'DATE INITIAL ~NGINEFR OF WORK REVISION DESCr\ll)TION OTHrn APPROV/\! CITY APPFOVAL lMPROVEM!cN'l' PLANS f,'QR FAIRFTET,D PALO MAR OAKS IIILE SHC:ET INN WAY Dr~AVVINC NO. DWI! BY: FR ! CHKD BY: _J::JJ2-. _ I llVWD BY: --. --i ClJP 11-06 476-2 ' ' 0/1~P'r') '. \j •~• \') j •,J I 20 -.w~ ----+---___ -__ 150 ·l···-t--c-;----•--- ' I --• PLAN 0 20 40 60 -----' . ··r· ··- ' ' ·i" "-,-" - / I 1 I . -·-, ..... . -"'""""". . -----------.. ···I··· --------. ---- -1-1 ... ! . MATCHLINE _, _, \ . ' SCALE: 1 "=20' / / / "' C" "ii '°x owe 211-8 '\ c. '3 / ~ 1 ' / ·~ v',)< o' / ~ lt'v / ~') ' / NOTE: STA 1 +oo NO CUTTING OF ACP /-/6"x16"x8" FLG TEE ALLOWED. REMOVE ACP TO NEAREST PIPE 2-16" BFV FLGxFLG 1-8" GV FL.GxPJ TOP=142.17 (STA 33+ 14. 19 -PER DWG. NO. 211-8) , JOI T ~ --------- ---------- --------![-~-- PALOMAR · (£)3" PEHP GAS " PER stiGE - (£)ELECT. PER SDGE --l STA 33+24.64 INSTALL 2" M.A. R. PER CMWD STD. DWG. W-6 \ (P) STREET LIGHT PER SDRSD E-1 -~o ~< ,r"'"' v:-G 2'/~. : / '<><,; ,/ . S' -"' '\., \'1' / G. > / n " '2,'".f l( .. L~,,; $ r:i~/ <,,.G" cl l ,,'1- / . o,;:S's,..s>.s, V >l\l '<""<,,,r;;-\" "e, 0<:J ~, Q ~:<). ~ .,x . t '<"° ' ')<} -l." §!· 4:.J,,f O c;t ,\~,i: ?':~'<)-:,, -l.t<) C, !?' "" .,~, ')a r,.,v+-e,~ ,, ;;,.. e,'f' 'f-'l> / ,{<') CMWD WATER EASEMENT PER PR 12-29 RELOCATE TO WEST SIDE OF DRIVEWAY ~---Fir---' . 2+00 NE.W 2" DOMESTIC WATER SERVICE LINES TO METER(S) ---CMWD WATER EASEMENT PER PR 12-29 \ <Cl <:P \ TYPE 'F' INLET TO BE ABONDONED REMOVE AND REPLACE EXISTING 6" ACP WITH 8" PVC Sta 4+80.93 ~ 14.31..-FT"L _I..H. SEMBL Y .---PER CMWD STD. DWG. W-12 NOTE: NO CUTTING OF ACP ALLOWED. REMOVE ACP TO NEAREST PIPE JOINT (£) FH @ STA 5+18.51 TO BE REMOVED ----5-1-00 , JOO 4+00 ··· •• ... ..\ .--- \ g] ! ' ' I \ \ \ \ (£ 60' RT BEND& TB I @ STA 33+19.64 \ PER DWG. 211-8 \ \ "' 2 + ---•' . ,••··· . -\_...! -~-- ..--.J--------lf--------'--------1---lLL.:__..y:.__~{.__--+-----.l.-----....L---,IJ::.__J._ __________ L.....,._18-:,:-, S-:D-:T0-'8'-E-A-:8-::0-ND::-O-N-:£::-D-j'--'f--~C::l"TY OF CARLSBAQ.-.WATEJf.L.._..- EASEMfJ)l.l' m DOC NO. --88"'5'28775 REC. 9/9/88 ; \ ;:.-l \ _J I STA 1+77.13 1-45' FLGxPJ W/TB 1-22 1/2' FLGxPJ W/TB (65'52'48" DEFLECTION) '-------------- NO. LENGTH 1 75.53' 2 . 308.17' Q) 109.35' EX. 8"PVC --If-- WATER DATA TABLE DEL TA/BEARING RADIUS DESCRIPTION . S 05'39'05" E 8" PVC C-900 DR 14 S 71 '31 '53" E 8" PVC C-900 OR 14 S 87"07'20" E 8" PVC C-900 DR 14 . STA 4+85.30 1-11.25' PJxPJ BEND W/TB (15'35'27" DEFLECTION) ' ' ··-----· -----+------ 'f' " ~ ...._ 6 zo 16 vv D.A. TF INITIAL 1:_NGINUJ~ CW WORK & S·'BIJILT. OMIT' (P \R\l.. M£iE REVISION :)[SCRII' I ION 1 ' - / / / \ \ \ \ \ \ \ -. I CMWD WATER f.1W,ffiNF PER <" .-PR 12-29 . i'". - • I ... . ... . . . -· ' . - SEE CITY QEl.\(ISTA DWG. 4037 '' TOR MODIFICAT/ON t<LJJTY_ --~ __ .QF--{;ARLSBAD-S[WER (CITY or:~~ l)Y{G.' f76::;28J . . . ; j ". --\' " ! \ . t .L \ _,_I_ --:1 ,.'~-· ~J--J.. (F)C O -- . IE I 35.79 TO l?fMAiN ---i \ \ \ \ \ \ \ \ \ MATCHLINE 2"80 STA 5+94.66 REMOVE (£)8"x 6"FLG REDUCER CONNECT TO NEW 8" FLG TEE 3-8" GV FLGxPJ 2-2"8.0.V. TOP=/41.88 (TOP= 139.2 @ STA 2+ 17.49 PER DWG. NO. 283-5) -( SEE DETAIL '8'1 2•'£RY --I --- -----,---------------------, I ... SHEET 2 CITY OF CARLSB/\.D LNCl~l_:U'(l~~c D[PAf~TMEN r ~-- IMPJWVEME:NT PLAJ\S l'OR FAIRF'IELD PALONlAl\ OAK'.:3 Il~ l\J WAY ;SHEEl$1 • n 1 G i '-----------• ------------+---+-----+---! ! 1-"DArc: INITIAl DATE INITIAL I O [HE!< /..PPIWVAL CITY APPr-C:OVAL I\) .,::i. 0 ...... "T1 cp I\) I\) I