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HomeMy WebLinkAboutDWG 451-6; SDP 06-13; ASPIRATIONS DAYCARE CENTER; 01-02GENERAL NOTES 1. TI-US 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 WAl\/f. 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 PRO£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. aTY 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 PROMPn. Y SUBMlffiD 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 CERTIFICATE 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 BEffiR AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS-KEY RATING GUIDE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE 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 DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED \\1THIN 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 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 ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE \\1THIN aTY EASEMENTS, A SOILS REPORT COMPRISED Of': (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMlffiO BY A PROFESSIONAL ENGINEER ot THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT \\1LL BE SUBMlffiD TO THE CITY ENGINEERING INSPECTOR \\1THIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMlffiD TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION Of THE FIELD TESTS. 12. A PRfCONSJRUCTION MEETING SHAI L BE HEID AT THE SIJE PRIOR ID THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION, TESTING AND ALL OTHER ASPECTS Of' THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT b760~ 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. . N _ E DAY BEEOR£ n-if INSPECTION 1$ NFEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P .M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO 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 SI.OPING OR OTHER 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 THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If' THE PLAN VARIES FROM THE SHORING SYSIDJ STANDARDS ESTA RI !SHED BY THE CONSJRIJCTION SAFETY ORDERS TI D E 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED 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 ARCHAEOLOGICAL RESOURCES ARE DISCOVERED \\1THIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WU I CEASE IMMfPIAlfl Y, ANO THE PERMlffiE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED l'IRlffiN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETl'fiN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHAll BE CONDUCTED ON '1,£EKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG D:JE HAUL ROUTE OR ADJACENT STREETS AS A RESULT Of D:JE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED \\1THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION Of' UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS \'>£RE OBTAINED BY A SEARCH or THE AVAILABLE RECORDS. AffiNTION IS CALLED TO THE POSSIBLE EXISTENCE Of OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROtil 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 THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICJENn. Y AHEAD Of' THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS If' IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT \\1TH 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 ANO SHALL COORDINATE WORK \\1TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&:E ATleT TIME WARNER CABLE COMMUNICATIONS CITY Of' CARLSBAD (STREETS le STORM DRAIN) CARLSBAD MUNICIPAL WATER DISTRICT (WATER,SEWER,RW) LEUCADIA WASTEWATER DISTRICT (SEWER) I I I 1-B00-422-4133 1-800-660-7343 1-800-892-0123 1-760-438-7741 1-760-434-2980 1-760-438-2722 1-760-753-0155 i WATER NOTES (CMWD) WATER AND SEWER IMPROVEMENT PLANS FOR WORK TO BE DONE l ' 1. WATER le RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY Of CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUME 2 le 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM Tl-£ DIVISION Of INDUSTRIAL SAFETY BEFORE ANY EXCAVATION Al'-0 SHALL PROVIDE PROOF OF OSHA NOTIFICATION ANO SHALL ADHERE TO ALL PROVISIONS Of' THE STATE CONSTRUCTION SAFETY ORDERS. 3. 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. CTFICE AND tl.JST BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGll£ER ANO UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE l-£LD A MINIMUM Of 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. (TELEPHONE NO. (760) 438-3891) FOR SCHEDU..ING. 5. THE 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 Lil£ EASEMENT, ALL EXISTING TREES ANO STRUCn.JRES 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 ~S Of CATHODIC PROTECTION. If DEVELOPER/OWNER COr-lJUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFOR!.£D IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM Of' PROTECTION. 8. THE EXACT HORIZONTAL ANO VIERTICAL ALIGNMENT Al'-0 TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1 • AND ALL t.ETERS SHALL BE 5/8" (UN..ESS OTI--ERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL, 11. MINltl.JM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP Of' WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTt.ENT Of HEALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINT$ ARE NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMll£D AFTER "R" VALUE TESTS HAVE BEEN COl'OUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD Of APPLIED SOIL MEQ-IANICS, ON THE PREPARED BASEi.ENT SOIL. TI--IE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED 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, UNDERGROUl'-0 CONDUIT RlM, SERVICE POINTS Al-0 HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALL LUMINAIRES SHALL BE "CUT Off" TYPE. ALLOWED. J. ALL UNDERGROUND UTILITIES Al-0 LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION Of CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-L.OAD Of 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5, WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET Of BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6 . WHEELCHAIR RAMPS SHALL BE INST AL LED PER REQUIREMENTS Of Tl TLE 2 4 , CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 Of THE CITY OF CARLSBAD LAt-OSCAPE MAt-1.JAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITH! N THE LIMITS OF WORK Of THIS PLAN PER SDRS DWG M1g. JS WORK SHALL 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY TI--I BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PR OFESSJONAL LAND SURVEYORS ACT. 10. TWO (2) SETS Of SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. IN ACCORDANCE 'MTH TI--IE j ASPIRATIONS DAYCARE CENTER THE IMPROVEMENT WORK SHALL BE PERFORMED FOLLOWING DOCUMENTS, CURRENT AT THE TIME or BY THE CITY ENGINEER. CONSTRUCTION, AS ~IRECTEl } 1. CARLSBAD MUNICIPAL CODE l 2. CITY OF CARLSBAD STANDARDS ll J. THIS SET or PLANS ' CITY Of octAHSIDE CITY OF VISTA PACIFIC OCEAN CITY Of ENCINITAS VICINITY MAP NOT TO SCALE KEY MAP LEGEND PROPERTY BOUNDARY WATER LINE FIRE HYDRANT SHEET NO. INDEX MAP SCALE: 1";100' •DECLARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE THAT I AM THE ENGINEER Of' WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER Tl-£ DESIGN Of' THE PRO..ECT AS OCFINED IN SECTION 6703 OF THE BUSINESS Al-0 PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STAI-OARDS. I UNDERSTAND THAT THE CHECK Of PROJECT DRAWINGS AND SPECIFICATIONS BY TI--IE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: __ ...,_RBF=--__,C,.,,O,..,,NS.,UL='-Tl'-'-N,.,,G ______ _ ADDRESS: 5050 AVENIDA ENCINA S SITE 260 ' u CITY, ST: CARLSBAD. CA 92008 TELEPHONE: (760) 476-9193 ~-lb4~ 'i~/?.-t)'":J. BY: DATE: / Tl MOTHY M~ THIRE ,i~r£SS 111_,-l RCE NO: C 60283 ~ M. ~.-i :::? ~ 1, REGISTRATION EXPIRATION DATE: 06-30-08 ~ r"" ~ -... ; No. C602.B3 :;;: SEWER NOTES 1 • SEWER MA IN Al'-0 APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY Of CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-GEf'ERAL DESIGN STANDARDS, CHAPTER 6-0CSIGN CRITERIA FOR GRAVITY SEWER LINES AND AP~TENANCES, AND VOLUI.E 3 STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS Of THE STATE CONSTRUCTION SAFETY OROCRS. 3. BEFORE ANY CCN--lECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT tl.JST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY Of CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING Of CONSTRUCTION (TELEPHONE NO. (760) 438-3891). INDEX OF DRAWINGS SHEET NO 1 2 DESffi IPTI ON TITLE SHEET PLAN AND PROFILE PROJECT LOCATION THIS PROJECT IS LOCATED IN PARCEL 1 OF PARCEL MAP NO. 20174 (MS 05-05) ASSESSORS PARCEL NUMBER. 213-110-15. TI--IE CALIFORNIA COORDINATE INDEX OF TI--IIS PROJECT IS: N 1988 E 6249 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATI--ERED ON 02-09-06 BY HUNSAKER le ASSOCIATES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE IV, 1991.35 EPOCH, NORTH AMERICAN DATUM Of 1983 (NAD83), GRID BEARING BETWEEN STATION CLSB-070 AS SAID COORDINATES ARE PUBLISHED IN THE CITY Of CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE Of' THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE N 36"47'12"W 4. RESOLUTION NO. 6277 & 627B DA TEO APRIL 18, 2007. I 5. THE STANDARD SPECIF'ICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).l 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON INCORPORATED DATED FEBRUARY 28, 2007. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. B. ENVIRONMENTAL APPROVAL DOCUMENTS MP j98-01 (FINAL PROGRAM EIR FOR TI--IE VILLAGES Of' LACOSTA MASTER PLAN). 9. WATER POLLUTION CONTROL PLAN PREPARED BY RBF CONSULTING, DA TED APRIL 16, 2007 WDID #9 37C346085. ' 10. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATE~ BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK; ANO TI--IE STATE Of' CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND l I I l ! 1 I l DESCRIPTION EXISTING CONTOUR CUtlfflTY ---•-= ___ j DWO.NO. EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING PROPERTY LINE EASEMENT 8" PVC WATER LINE 285 l.F ENO CAP W/ THRUST BLOCK GATE VALVE (G.V.) 8" BACKFLOW PREVENTER 2 EA CMWD W-13, W-16 2 EA 2" WATER SERVICE W/ METER 2" IRR SERVICE W/ METER f'.H. ASSEMBLY 2" AIR VACUUM ASSEMBLY 4" SEWER LATERAL SEWER CLEANOUT BENCHMARK CMWD W-20 CMWD W-4 CMWD W-4 CMWD W-12 CMWD W-7 CMWD S-7 DESCRIPTION: STD. STREET SURVEY MONUMENT 3 EA 2 EA 1 EA 2 EA 1 EA 135 l.F 3 EA LOCATION: STA. 2BB+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: S.D. CO. VERTICAL CONTROL R1800 288+89 ELEVATION: 311.407 M.S.L. DAlUM: NGVO 1929 REFERENCE PLANS TENTATIVE TRACT MAP CT 99-03 MAP NO. 14543 CITY Of CARLSBAD DRAWINGS 397-2R, 397-2Y, 397-2Z ' DEVELOPER ASPIRATIONS, INC. 1966 CHERRYWOOD ST. VISTA, CA 92061 (760) 521-3918 LEGAL DESCRIPTION 1 --w--. ----s.----j :=so.= :i -... ·--l , l ! a ---~----1 1 ----~-.:-~-= l I l l 00 [g]-@ ,,, ~ I I • ----so----1 ----:r----l l PARCEL 1 Of PARCEL MAP NO. 20174, (CITY OF CARLSBAD, MS 05-05) IN THE CITY Of' CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO THE MAP THEREOF' FILED IN THE QCFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, ON DECEMBER 20, 2006. ' CARlSBAD FIRE DEPARTMENT •AS BUILT" - t -tin/-f'~ lffe'11°h j REQUIREMENTS ! ' CARlSBAD MUNICIPAL WATER DISTRICT NO. OF F.H-(S)__l___FFLOW :Z.7'50 G.P M_ OUT OF _Q__f_H_(S). ! BL°!/SPRINKLED YES.4fcD P.E. ,oz&-~ EXP. 06/50110 DATE i ~ OJ#-! 9fe1z./r.7 _ 1 ~ <fi ,t/47 R~:.: 8§"1 ' <,.&~laa DAVID A. HAUSER DATE F,11 E MAR HAJ 1□ A ~ i R.C.E. 33081 EXP. 6/30/08 INSPECTOi? -.,. DEPUTY CITY ENGINEER DATE i -It~-OG-JIHJ8 * r,. ;n,r• -r-r-/1\ A'-· BUii T SHT Z. I SH;ET I CITY OF CARLSBAD I SH21S I °'>, Cr,\\. 11.,$ re o, t ~\.\\'Ii ENGINEERING DEPARTMENT Tl TLE SHEET FOR: CONSULTANT: Undergound Service Alert ~ PLAHNINIJ ■ DESIGN ■ C □ N5TRLJCTIDN ASP/RA TIS,NS DAYCARE CENTER AALSBAD CA · PROPOSED WATER & SEWER IMPROVEMENTS = 5050 AVENIDA ENCINAS, SUITE 280 APPROVED: i / :1(.. DAVID A.;:AUSER Cal TOLL HEE CARLSBAD, CALIFORNIA 92008 CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com 9 t../01 \\1 1-800-422-4133 ENGINEER OF WORK: DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 ' DATE ~Uf~ DATE:'E-J~-c,7 OWN BY: MC PROJECT NO. DRAWING NO. DATE INITii\L DATE INITI,11. DATE INITIAL CHKD BY: "'· ,c;:, SDP06-1.J 451-6 TWO WORKING DAYS BEFORE YOU DIG TIMOTHY ~THIELE R.C,E # C60283 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: ~ 760 60J 624J ' 091107 , .... i 0 ~ & N ~ f .. ' ' ' ',\ L ' ,_ ' I I i: I, r !i. " :•, "' ·' 'fl Ii ' '._''Ir' I I , I " I,.,· i I I I ! L . i (' I I I i. I 111 '• ) L. I /I I NOTES I r \., p' , I I : i '' '. I 1 i I I ' . I ' ' ! ' ' I I ' ' I I ' ! ': II I Ii ' I' I II 1i "& II I ' JI - ii ~ i \,\ I I I 11 I 20 I SCALE: 1 • =20' 1. CONTRACTOR TO VERIFY EXISTING a• WATER PIPE AND ALL EXISTING UTILITES PRIOR TO TRENCHING FOR NEW PIPE. 2. APPROVED TRAFFIC CONTROL PLANS ARE REQUIRED IF ANY WORK IS TO BE DONE WITHIN EL CAMINO REAL. 3. SITE GRADING PER DWG# 451-6A. 10 I l T I l , T I . ,! I l ii I T1: I I :: I 1 Ii I! r!1 II 1 Ii l !I T' !i d +;i I ! I l ' 7-2Z ' ) ~ I I I I I I I I I I I I I I I I I : I I 11 I I I I I 60 I WATER DATE TABLE (PUBLIC) IF@ BEARING/DELTA RADIUS LENGTH NOTE PRESS\.RE ZONE 1 N81"52'06"W --277.55' a• PVC CL-200 C-900 HG. 550 2 N07" 57' 59 "E --7.00" a• PVC CL-200 C-900 HG. 550 SEWER LATERAL DATA TABLE (PRIVATE) ~ BEARING/DELTA RADIUS LENGTH NOTE 1 Noa· or 56 "E --33.79' 4• PVC (SDR-351 2 N20•43•55"w --97.99' 4• PVC (SDR-35) 12 P~CEL 1 PARC~L MAP 20174 (MS05-05) 13 (FF 305.8) SS CLEANDUT *SEWER BACKfLOW PREVENTER REQUIRED PER DETAIL A CONSULTANT: RF_cf CON SU LTIN C3 ENGINEER OF WORK: RIM 305.52 IE 302.09 PLANNING ■ OES113N ■ C □NBTRUCTION 5050 AVENI DA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760A76.9193 • FAX 760A76.9198 • www.RBF.com ~~ TIMOTH M. THIELE 760-603-6243 R.C.E # C6028 ! I RECLAIMED WATER NOTES 1. AU. WORK SHAU. BE DONE IN ACCORDANCE Will-I TH:: CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD REO.AMATION Ru..ES AND REG\.LATIONS FOR CONSTRUCTI<Xi <:F REO.AH,ED WATER MAINS,' DATED OCTOBER 1993. '', I 'I • •. I! 2. AU. PU[l.JC FACILITIES SUCH AS COi.FORT STATIONS, DRll-l<ING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY BY REO.AIMED WATERS. BOX PER SDRSO DWG S-3 CAP TO READ AC PAVEMENT _l 3. NO PONDING, RUNITT OR O'IERSPRAYING JS PERMITTED. "SEWER" OR ·ss co· 4. HOSE BIBS ARE STRICTLY PROHrBITED. CONCRETE PAVEt.l:NT SCREW ON PVC CAP AND BASE PL~ IF AT El-0 r:F RlM 6" PVC TEE S.S. PIPE AS SHOWN ON PLAN SS lYPE CLEANOUT DETAIL A N.T.S. 5. ON-SITE CROSS--CONl'ECTIONS BETWEEN REO.AIMED WATER LINES AND POTAIU WATER LINES ARE STRICTLY PROHIBITED. 5. NO SUBSTITUTION rF PIPE MATERIALS WJU. EE ALLOIIED WITHOUT PRIOR APPROVAL r:F Tr£ CITY <:F CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD t.UNICIPAL WATER DISTRICT Ru..ES AND REGLLATIONS. 8. Tr£ IRRIGATION SYSTEMS SHALL RUN ££TWEEN Tl£ HOl.fiS r:F 10: 00 PII AND 6: 00 All Tl-[ FCl.LOWING MORNING (SPOT IRRIGATION COULD fE DONE AT A DIFFERENT TU,E) Will-I IJUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIOC A MINIWM r:F AT LEAST 18 INC1£S CF COVER OVER ALL WIRING 00 PIPING. 10. PRIVATE LOTS SHALL fE PROTECTED FROM CONTACT FROM REQ.AIMED WATER, Wr£Tr£R BY WINDILOWN SPRAY OR DIRECT APPLICATION, Tl,ROUGH IRRIGATI<Xi OR 0Tr£R APPROVE!) USE. LACK CF PROTECT! ON, WI-CTIO BY OCSI GN, CONSTRUCT! ON PRACTICE OR SYSTOI OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHAU. ADJUST I-EADS TO PRE'IENT O'IERSPRAYING ON ALL SIOCWALKS, STREETS, AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHAU. HAVE A SPECIAL COUPLE KEY PER CAf¼_SBAD t.!JNICIPAL WATER DISTRICT'S RLLES AND REG\.LATIONS. 13. METERS SHALL EE SIZED BY Tr£ CITY rF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED, CCl.OR--COOCD (Pl.WU), AND LAID Will-I WARNING TAPE PER Tr£ CITY rF CARLSBAD MUNICIPAL WATER DISTRICT'S RLlES AND REGLLATIONS. 15. ALL POTABLE WATER AN) RECLAIMED WATER PIPING SHAU. EE INSTALLED WITH TfE STENCILING ORIENTED TOWARD THE TCP rF Tr£ TRENCH. 16. W/£N A POTAEl.E WATER Lit£ AND RECLAIMED WATER LINE CROSS, TfE REQAir.ED WATERLIN:: SHAU. BE INSTALLED WITHIN A PROTECTIVE ~EE'IE. Tr£ :liEVE SHALL EXTEND 10 FEET FROM EAOl SIOC, FROM TH:: CENTER LINE rF POTABLE Lit£, FOR A TOTAL <:F 20 FEET. 17. A 10 FOOT H~IZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. Tr£ POTAEl.E LINE MUST BE INSTALLED ABOVE Tr£ REQA Ir.ED LINE. 18. A MINIMUM CF 12 INCHES <:F VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL Tit.CS. 19. OCl'El.OPER/CONTRACTOR SHALL CONDUCT A CROSS-SECTION TEST AND COVERAGE TEST AS DIRECTED BY TH:: CARLSBAD MUNICIPAL WATER DISTRICT ENGH£ER OR Tr£ SAN DIEGO COUNTY OCPARTMENT CF 1£Al.ll-l SERVICES PRIOR TO ANY USE r:F REQA[MEO WATER. 20. 11,JICK COUPLING VAL'IES USED IN REQ.Alr.ED WATER SYSTEMS SHAU. COl'f"ORM TO TfE · FOLLOW ING: \ EXISTING EASEMENTS (D {J) Q) © 07-19-2006 SEWER EASEMENT DOC 2006--0508575 07-27-1960 SDGll<E EASEMENT DOC 60-151772 07-24-1970 SLOPE EASE'-ENT DOC 70-130797 12--07-2005 RECIPROCAL ACCESS AND PRIVATE UTILITIES EASEMENT DOC 2005-1054411 A. llllCK COUPLING VAL'IES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645 WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE CF 150 P.S.I. OR RAINBIRO #44 NP. 9. IN OROCR TO PRE'IENT UNAUTHORIZED USE, Tr£ VAL.Ve. SHALL BE OPERATED Oill..Y WITH A SPECIAL COUPLER KEY WITH AN ACf.E THREAD FOR c»'ENING AND O.OSING Tr£ VALVE. C. Tl£ COVER SHALL BE PERMANENTLY ATTACl£0 TO Tr£ QUICK COUPLING VALVES. IT SHALL fE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REllllREO. 21. AN ANNUAL CROSS--CONl'ECTION INSPECTION WILL fE DONE BY EITHER CAf¼_SBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY OCPARTMENT <:F r£ALTH SERVICES. COPIES CF INSPECTION REPORTS WILL BE FffiWAROEO TO TfE NON-INSPECTING PARTY, 22. OCVELll'ER SHALL SHOW Tr£ LOCATION CF R.C. SIGNS ·oo NOT DRINK" ON TfESE PLANS. 23. AN ON-SITE USER/SUPERVISOR SHALL BE OCSIGNATED IN WRITING. THIS INDIVIDU61,. SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN Tr£ PROPERTY, WITH Tl£ BASfC CONCEPTS <:F BACKfl.OW/CROSS-CONl'ECTION PROTECTION, AND THE SPEC!flC RE11JIREl£NTS OF A RECLAIMED WATER SYSTEM. COPIES rF Tr£ OCSIGNATION, WITH CONTACT PHONE NUMBERS, SHALL BE PROVIOCD TO TfE CARLSBAD t.«JNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY W'ART~T !l' rEAL.TH SERVICES, IN CASE <:F EMERGENCY CONTACT ALAN r£IM AT (760)521-3918 OR AFTER HOURS CONTACT ALAN 1-EIM AT (760)521-3918. @ 01-26-2006 ACCESS EASEMENT DOC 2006--0058208 P.E 60283 EXP. orJ,oI,p DATE INSPECTOR' .. _t,,&,,/48 ' DATE -BUILT fSHml CITY OF CARI.SBAD I SHEElSI l---+--+----------------11-----+--t--+---t L_2_j ENGINEERING DEPARThlENT 2 t---t---+----------------t---;--;---;----1 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER f:f WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROY,IL ASP/RA TJONS DAYCARE CENTER CARLSBAD, CA PROPOSED WATER & SEWER IMPROVEMENTS APPROVED: DAVID A. AU ER !I zi. • 7 DEPUTY CITY ENGINEER PE 33081 EXPIRES e JO 08 DA -·--7--~- i I !: a 0 "1