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HomeMy WebLinkAboutDWG 434-6; PIP 05-16; OPUS POINT LOT 25; 01-05-,-_ ··c ·-> • GENERAL NOTES /. 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 CARL SBAO MUN IC I PAL CODE, RE SOL UT/ ON OF CONO I Tl ONAL APPROVAL , CI TY STANDARDS OR OTHER ADO/ TIONAL DOCUMENTS LISTED 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 ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY OORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM/ T ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN AOO/TIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WR/ TING THE POL ICY MUST HAVE A RATING OF "A-· ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO OORK SHALL BE COWENCEO UNTIL ALL PERM/ TS HAVE BEEN OBTAINED FROM THE CITY ANO 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 Cl TY ENGINEER, NOTED WI THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING SIGNED BY THE Cl TY ENGINEER. 9. THE ORIGINAL DRAWING SliALL BE REV/SEO TO REFLECT AS-8/JILT CONOITIONS BY THE ENGINEER-OF-OORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE Cl TY. /0. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION. II. WHERE TRENCHES ARE WI THIN Cl TY EASEMENTS, A SOILS REPORT COMPRISED OF.- IA/ SUM,/ARY SHEET, /8/ LABORATORY OORK SHEETS ANO /Cl COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WR/ TTEN FIELD COMPACTION REPORT/SI SHALL BE /WED/A TEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A ?RECONSTRUCTION MEETING SHALL BE HELO AT THE SI TE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENOEO 8 Y ALL REPRESENTA Tl VES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE OORK. TliE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK /438-3891/ AT LEAST FIVE /5/ WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEOUL ING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR ?RECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQIJES( LINE AT /760/ 438-3891. INSPECTION REQUESTS-MUST BE RECEIVED PRIOR.TO 2.-00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. 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 OORK OAYS LATER. 14. THE OWNER ANO/OR APPL /CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE ANO FEOERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TT/NG A DETAIL PLAN TO THE Cl TY 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 TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5' I OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL /SHED BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 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. /6. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO WI THIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE II.MEDIATELY, ANO THE PERM/ TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENG I NEER TO 00 SO. IT. 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 BEL /Ml TEO TO THE PER/00 BETWEEN 7.-00 A.M. ANO SUNSET EACH OAY. MONDAY THRU FRIOAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL /DAYS. IA LIST OF Cl TY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ /8. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE Cl TY ENGINEER FOR APPROVAL 11W FULL OORKING OAYS PRIOR TO BEGINNING Of WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COWENCED -WITHOUT A CITY ENGINEER APPROVED BLAST/ NG PROGRAM. 20. THE EXISTENCE AND L OCA Tl ON OF UT/ L I TY STRUCTURES ANO F AC IL I Tl ES SHOWN ON THE CONSTRUCTION PLANS WERE OBTA /NED BY A SEARCH OF THE AVAILABLE RECOROS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA T/ON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FAC/l I TIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVEGROUND ANO UNOERGROUNO/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAO OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE -CONSTRUCTION PLANS IF IT IS FOUNO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTEO UT/LI TY COMPANIES /SEE BELOW/ AT LEAST TOO FULL OORKING OAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNOERGROUNO SERVICE ALERT SOGBE SBC ADELPHI A COM,f/JN I CA Tl ONS CI TY OF CARL SBAO IS TREE TS ANO STORM ORA IN I CITY OF CARLSBAO /SEWER,WAffR 8 RECLA/MEO WAffR/ BUENA SANITATION DISTRICT /800/ 422-4133 /800/ 660-7343 /BOO/ 892-0/23 I 760/ 438-7741 I 760/ 434-2980 I 160 I 438-2122 /760/ 726-/340 x /374 O~PUS POIN-T L·CJ·T 25· IMPROVEMENT PLAN P.I.P. 05-16 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIEO SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TOO /2/ Cl TY WORKING OAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLEO AS SHOWN ON THESE PLANS, UNDERGROUND CONOU/ T RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO 0/RECT BURIAL STREET l lGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. 3. ALL UNOERGROUNO UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCEO CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC U4Y BE UTIL /ZED PROVIDED DEPTH IS LESS THAN /5 FEET ANO BACKFILLED WI TH 3/4" ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL IO WALL PI PE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANOONEO IT SHALL BE REMOVEO WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLAC[O WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVEO AS APPROVED BY THE Cl TY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE COOE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARL SBAO LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WI THIN THE LIM/ TS OF OORK OF THIS PLAN PER SORS om; M/9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE 0/STURBEO BY THIS OORK SHALL BE RE-ESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESS /ONAL LANO SURVEYORS ACT. 10. 11W /2/ SETS OF SURVEY /CUTI SHEETS SHALL BE PROVIOEO TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES /. ALL SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME/, CHAPER 6 ANO VOLUME 3", DATED JUNE, 2004 OR THE LATEST EDITION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL AOHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERM/ T SHALL BE OBTAINEO FROM THE 0/STR/CT. IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT'S ENGINEER ANO SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERM/ T SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. I TELEPHONE NO. {760} 438-3891 / CNWO WATER NOTES I. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTEO IN ACCORDANCE WITH THE "Cl TY OF CARLSBAD ENGINEERING STANOAROS VOLUMES 2 8 3", DATED JUNE, 2004 OR THE LA TEST EDITION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERM/ T FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO 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.O. OFFICE ANO MUST BE SIGNED ANO APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT. 4. A ?RECONSTRUCTION CONFERENCE MEETING SHALL BE HELO 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} 602-2780/ FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LIN[ EASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COWENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL ANO VERTICAL AL /GNMENT ANO TYPE OF U4TERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BUILDING SHALL BE OE TERM/NED BY THE Cl TY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER U<l!NS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER /993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING ANO APPURTENENCES SHALL BE PROTECTED BY MEANS OF CATHOO/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMEO IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIOER AN ALTERNATIVE FORM OF Pf?OTECTION. ' CNWO CONSTRUCT/ON NOTES I. ALL POTABLE WATER SERVICES SHALL BE I" ANO ALL POTABLE WATER METERS SHALL BE 5/8" /UNLESS OTHERWISE NOTED ON PLANS/. 2. ALL WATER METER BOXES SHALL BE IT"xJO"x/2" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FIN/SHE_D SURFACE GRADE. PROJECT LOCATION SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON ll/ESE PLANS WAS GENERATEO BY AERIAL TOPOGRAPHIC SURvf:Y BY SAN-LO AERIAL SURvf:YS ON JULY I;; 1997. EXISIINC MASS GRAD/NC SHOWN PER APPROVED CITY OF CARLSBAD OWC. NO. 409-/A. LEGAL OESCH/PT/ON LOT 25 OF CARLSBAD TRACT NO. 98-10, CARLSBAD RACEWAY, IN ll/E CITY OF CARLSBAD , COUNTY OF SAN O!ECO, STA TE OF CALIFORNIA, ACCORD/NC TO MAP ll/EREOF NO. 150/J, FILED IN ll/E OFFICE OF THE COUNTY RECORDER OF SAN 0/ECO COUNTY, MAY J, 2005 AS FILE No. 2005-0311022 OF OFFICIAL RECORDS. BASIS OF BEARINGS ll/E BASIS OF BEARINGS FOR ll/lS MAP IS THE SOU/HERL Y LINE OF PARCEL MAP No. 15250, IE. N 89'45'58" IY. NEFENENCE PLANS CITY OF CARLSBAD DRAW/NC NO.s 409-1. 409-1A CITY or OCEANSIDE ¥1 ,,1/'" • I . . OWNER/OEVELOPEN • OPUS 1/FST CORP. 4350 IA JOLLA v/LLACE DRIVE, SUITE 110 SAN DIEGO. CA 92121 PHONE.· {858) 546-4100 CIVIL ENGINEER/LANO SURVEYOR • OVA Y CONSULTANTS, INC. 2710 LOKER A VENUE 1/FST, SUITE 100 CARLSBAD, CA. 920/0 (160) 931-1100 SITE [ :'.l 0~ VISTA PAClrlC OCEAN CITY or ENCINITAS VICINITY MAP NO SC4l.E OECLARA T/ON OF RESPONSIBLE CHANGE I HEREBY DECLARE /HAT I AM ll/E ENC/NEER OF WORK FOR lll/S PROJECT, /HAT I HAvf: EXERCISED RESPONSIBLE CHARGE Ovf:R ll/E DESIGN ON ll/E PROJECT AS DEFINED IN SEC/lON 6103 OF /HE BUSINESS ANO PROFESSIONS COOE, ANO ll/AT ll/E DESIGN IS CONSISTENT /fill/ CURRENT STANDARDS. I UNOERSTANO ll/AT ll/E CH[CI( OF PROJECT DRAWINGS ANO SPECIF/CA /lONS BY ll/E CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENC/NEER OF WORK, OF MY RESPONS!BILIIIES FOR PROJECT DESIGN. 0 i?A Y CONSUL TAN TS, INC. 2110 LOKER A VENUE MST, SUITE 100 CARLSBAD, CALIFORNIA 92010 (760},,931-;;oo,,1_ ~~--~~PV-~---DATE: 'f&/oe, KE!lll W. HANSEN R.C.E. NO. 60223 EXP. 06/30/06 BENCHMARK: DESCRIPTION: STANOARO STREET SUR~Y MONUMENT LOCATION: APPROX. 1400 FE~T SOI/TH OF PALOMAR AIRPORT ROAO ON CENTERUNE OF £L CAMINO REAL ONSHEAD AYE. TY or N MARCOS NOTE!! DR, El£CTRCWIC DATA F!l£S AR£ FOR REFERENCE OM t Y ANO AR£ NOT TO 8£ USED FOR HOOZONTAl OR VERllCAL SURVEY CONTROl CARLSBAD MUNICIPAL WAlER DISTRICT & ~e,r~u---*3·A ROBERT J. WIK R.C 33698 7,l-11/0~ DAfE DEPUTY OT'( ·-· ., ,~ ENGINEER EXP. 06/30/06 . r;,/05/09 KWH ,45-8UILT DATE INITIAL WONK TO BE DON£ /HE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH /HE FOi.LOWiNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY /HE CITY ENGINEER. I. CARLSB40 MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. /HIS SET OF PIANS 4. RESOlUIION NOs. 5024 ll/ROUGH 5030 /14T[O OCTOB[R 11, 2001, PIP 05-16 114TEO MARCH IJ, 2006 5. ll/E STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCIION (GREEN BOOK) 6. SOILS REPORTS ANO RECOMMEN/14TIONS BY CEOCON INCORPORATED DATED AUGUST 17. 2004 & MARCH 1, 2005. 1. ll/E SAN DIEGO AR&4 REGIONAL STANDARD DRAWINGS ANO AS MAY BE MOOIFIEO BY /HE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROl/4L DOCUMENTS OATED OCTOBER 11, 2001 RES. NO. 5031 9. CARLSB40 M. W.O. RULES & REGUIAIIONS FOR CONSTRUCTION OF POTABLE, REC/AIMED ANO SEWER SYSTEMS IATEST REVISION OF STANDARDS ANO SPECIF/CAIIONS. 10. STORM WATER POLLUIION PREVENTION PIAN {SWPPP) BY Oi:l4Y CONSULTANTS. INC., DATED SEPTEMBER 6. 2005, W0/0 NO. 9 37C34l OC:,(,,, NOTE.-QIJANIIT/ES ARE FOR BONO/NC PURPOSES ONLY. ACTUAL OIJANIIIIES MAY l/4RY. LEGEND DESCRIPTION EXISTING CURB & CUTTER. PEOESTRIAN RAMP TrPE :4 '. PEDESTRIAN RAMP T'fPE 'a'. ALLEY-TrPE OR/vf"WA Y. EXISIINC STREET LICHT. DWG. NO. ** EXISTING SEWER. • ••••••••••• · ••••••••••••••••••• EXISIING WATERLINE. •••••• ___ •••••••••••••••••••• EXISIINC CATE VALVE. •••••••••••• _ ••••••••••••••• EXISIINC BLOW-OFF VAL vf: ASSEMBLY ___ ••••••••••••••••• EXIST/NC A. V.A •••••• ___________ ••••••••••••••• EXISTING ENOCAP_ _ _____________________________ _ SYMBOL (}--. w--- -------<)---w---- ----w- -W-----l EXISTING FIRE HYORANT ASSEMBLY. ______________________ - EX!SIING RECYCL[O WATER •• _____ •••••••••••••••••••• EXISIING STORM DRAIN. • • • • • • • • • • • • _ _ • • • • • • _ • • • • _ • • • EXISIING TYPE 'A' C.0 .• EXISIING TYPE 'f' C.8. EXISIING T'fPE 'a' CURB INLET •••••••••••••••••••••••• 8' SEWER (PRIVATE) ••••• _ •••••••••••• .C.M.IY.O. S-5. SEWER CLEANOUT. __ •••••••••••• _ • _ _ .C.M.W.O. S-6. ~\[)_ ·'J ---------[,°' 1 ,--, ---ss--..,e 10" P. V.C. WATERUNL • • • • • • • • • • • • • • • • • • • • • • • • • • • • --w-- 10' CATE l/4Lvf" & l/4LVf BOX ASSEMBLY _____ • _ • .C.M.IY.O. W-16 •• _ • -W---<>-- 2• BLOW OFF VAL vf: ASSEMBLY. _ _ _ _ _ _ _ _ _ _ .C.M. IY.O. W-6 ______ ---""-<>--W - 2" MANUAL AIR RELEASE (M.A.R.). _ •• _ _ _ _ _ _ .C.M. WO. W-6 ______ ---■,-W-- 2• AIR VACUUM ASSEMBLY (A. V.A.}. • • • • • • • • .C.M. IY.D. W-1 •••••• CONCRETE ll/RUST BLOCK. • ••••••••••• _ • _ •••••••••• DOUBLE DETECTOR CHECK VALvf: ASSEMBLY (DDCV} • .C.M.IY.O. W-22. ARE HYDRANT ASSEMBLY (3-WAY) ••••••••• .C.M.IY.O. W-12. ' AS MODIFIED BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS " SOR.SO UNLESS NOTED OTHERWISE QUANTITY 242 LF 2 EA 1,705 LF 4 EA 2 EA 2 EA I EA 8 EA I EA 6 EA DESIGNED BY: Ae.lH,!l. DATE: SEPT, 2005 C~~TS «?-.oFESS I~ DRAWN BY: G.E.C .• T.G. SCALE: AS SHOWN ~ :1.-?-'ii-~~ "~ ~t, PROJECT MGR., K.H. JOB N0.:05-1130 "' -o NO. 60223 fil 'cit EXP. 8/30/05 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: * * Suite 100 Planning ;:.__ ~,t c,v11. <i-~~ Carlsbad, California 92010 Processing P-L DATE: ,11,/t, 760-931-7700 Surveying ~ <:ALI~ rax: 760-931-8680 www.odoyconsultanls.com KE11H W. HANSEN RCE: 60223 CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS KEtld.7is'lt• ~ = B/z/4 i NO. OF F.H.(S)~ ,, , .,:t,G.P:~;,~~T OF ~-r.H.(S). BLDG, SPRf'<LED S , , , • F.FlOW L= G.P.M. RCE G0223 EXP. Gf._30/JO DATE F 11 --t. ~: . ---,,·1-1 l, REV/,WED B j(l~.~ FIRE MJISHAL ' , DA TE I / ,,,~.1} !c/7□~(~n if.lSPECTOR ' I SH5TS I I SH,ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT /l,IPNOV£11£NT PL4NS FOH: OPUS POINT LOT 25 ,. APPROVED,11" , -.. ....a. ,a~ ... f ~ CONRAD C, HAMMANN ~~(,.__ CITY ENGl«fR-~,;33069 EXPIRES 06-30--08 ATE OWN BY: PROJECT NO. DRA\l\1NG NO. DATE INlllAL DATE INITIAL ,0 RECORD FROM: NORTH COI/NTY VER/lCAL CONTRCI.. OATA R-1800 308+76 ELEVATION: 297.25 M.S.L. DATUM: N6W 1929 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL CHKD BY: RVWD BY: ,, .. P.I.P. 05-16 434-6 l:\051\JO\Submi"t\d6oso1 Lot25 IP GP\0530Gi01.dwg J~n 07, 2006 10:12am Xrefs:. os·JQAN;-.C!5J~ __ o~~l,1C ) ···-····1 :·os,006 \ ----- 4 \ . \ . . ~ I I \ I I \ I \ I I I ~ I • ·"1 \\ . \ \ I I \\ \ \\ I \ \ I \ \ \ ' \\ I I \ ' I I --1 \ I I I I ; I I I \ ( NOTE!! ELECTRONIC OATA RlES ARE FCR REFERENCE C1llY ANO ARE NOT TO 8£ {ISEO FCR HORIZONTAL CR IERTlCAl SIJR~Y CONTROL I I . L \ \ ---l( SHEET INDEX SH££T NO. I 2 3&4 5 O[SCRIPT!ON NOTES & VICINITY M4P KEY M4P, TYPIC/JL SECTIONS, & DflAILS WATER PIAN WATER & PR/VAT£ SEWER PLAN o· so· SCALE: 1 • ~ 60' BENCHMARK: DESCRIPTION: STANOARO STREET SURVEY MONUMENT LOCATION: APPROX. f,WO FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERllCAL CONTROL OATA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NG'.Q frJ2rJ R/W R/W 126' /0' 106' 55 53' 53' 55' 2% _____ 2% = ----- 2% -============= -2/ ~ 1" P. C. C. SIDEWALK 9• ME014N CURB -0.5' (TYP.) t;/05/09 KW/./ DATE INITIAL ENGINEER OF \\l'.lRK 5• T'rPE •c• CURB & CUTTER MELROSE OR. (CITY OF CARLSBAD) PUBLIC [HQ] PURPOSE A AERIAL & UNDERGROUND PUBLIC U 1/LlllES B PUBLIC TRAIL 'C RECIPROCAL AClcSS NOT TO SCALE SE£ om;. JrJ9-~ EASEMENTS OF RECORD EASEMENTS PER PREUA(JNARY Till£ REPORT er CHICAGO llllE COMPANY, NO. 5.JOI076HIIJ, DA TEO 2-~06 OWNER DOCUMENT SDC&E F/P 89-409482 CITY OF CARLSBAD MAP NO. 15013 PALOMAR FORUM 2003-0884893 REC. DATE DISPOSITION 08-02-89 TO REMAIN 05-03-05 TO REMAIN 07-24-03 TO REMAIN D ACCESS RIGHTS RELINl)IJ/S/-IEO CITY OF CARLSBAD MAP NO. 15013 05-03-05 TO REMAIN *NOT£: EXACT LOCATION OF EASEMENT INDETERMINATE PER SAID INSTRUMENT. APPROXIMATE LOCATION S/-1O/IN. "AS BUILT" C~~TS DESIGNED BY: A.B-ll:t.& DATE: SEPT, 2005 KEl!'wNsl~ IJ/;t/cJt DRAWN BY: G.E.C., T.G. SCALE: 1'S SHOWN PROJECT MGR.: K.H. JOB NO.: 05-1130 RCE G02Z3 EXP. (p/J0/10 DATE 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning l{Jt,k. RETED BY: ~ Carlsbad, California 92010 Processing Lijl:;/112 760-931-7700 Surveying DATE: 6/tt_~ ~-J1.bla-~ fO),:: 760-931-8680 -www.odayconsultonts.com KEITH W. HANSEN RCE: 60 J PECTOR DAfE I S2ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARlMENT IAIPHOVDIENT Pl.ANS FOR: OPUS POINT LOT 25 APPROVED{/ 'I' ..J -. ~~~ CONR/>D C. HAMMANN f2/"'~ CITY ENGINE:' P ~3069 EXPIRES 06-30-08 -AT A'S-/!,UILT OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ P.I.P. 05-16 434-6 REVISION DESCRIPTION OlHER APPROV>J.. CITY APPROVAL RVWD BY: ,::;.,_ 1:\051130\0SJOGI0Z.dwg J~n 07, 2006 8:J81;1m Xn1fs: 05J07Ull; 97J5,l,STR: 05JOGMAP: 05JOGI; 05JOGGRO; 0SJOGUfl.; 9822Jun.; 0SJOgTI:,: 9822JS'IR NQml ElECTRfNC OATA Fll£S ARE FCW REFERENCE ONl Y ANO ARE NOT TO BE ()SEO Fa? HORIZONTAL CW f.£RllCAl Sl/RITT CON!Ra.. ©2006 O'Day Consultants, Inc. \ I I 10 \ 1J+O-l.10 I £A~ 90' 8£M 1 !_ T.8. I I \ I I \ I I 12+68.9] F.H. ASSY. r --- ' ! 11 12 SCALE: 1 • = ,f(J' 13 ·--/ ----1 I ___ Jr------- · -----1--------+---- ·----i -r---r-·--------·------~ --·---- ----I ---t------- C_~·=:~~.::_~-~-:; -------!-----------r-.,-._ ·- ·------r' -----·----______ ·-·------··----.~- ----/. I --------~-- ! 14 15 O' 10' -----20 80' SCA££: 1 • = ~• BENCHMARK: DESCRIPTION: STANOARO STREET SUR'vFY MONUMENT LOCATION: APPROX. 1400 FITT SOUTH OF PALOMAR AIRPORT ROAO ON CENTERUNE OF £1 CAMINO REAL RECORD FROM: NORTH COUNTY VERTlCAL CONTROL OATA R-18{X} 308+76 ELEVATION: 297.25 M.S.L DATLM: NG',,D 1929 16 ~\l,QFESSts ~ f.~:t: "' -.; NO. 60223 /!, \i EXP. 8/30/08 Q} * * ~/t CIVIi. ~o.~~ Cf, CALI~:;,, G/05'09 KWH DATE INITIAL ENGINEER OF VtORK 17 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultants.com s Civil Engineering Planning Processing Surveying REVISION DESCRIPTION 1:\0511l0\0530GI0J.dWfJ Jul 12,. 2006 2:32pm :<refs: 9735AGRD; 9735AS1R; 0530GI: 0530CMAP; 0530GGID: 0530GU11..; 05J07Ull.; 0530GPRO; 98223S1R 18 I 2 J ,I 5 6 7 8 WATER DATA BfARING RADIUS LENGlH REMARKS N 09'05'01• £ 9J.6,1' 10 PVC ~ Cl 200 Hf; 100 N oo·oo·oo• w 210.46' • • N 90•00•00• W J1.99 • • N 8J'OO'J1• W 10-1.JO' • • N lf'"5Jl W 91-66 • • N l8'U'2J" £ 29.20 • • N 06'59'2J" £ 159.81' • • N 0-1'15'Jl• £ 58.21 • • WATER NOTE NO OEFZECTTONS AT 8E11.S, FTl77NCS OR OF THE PIPE W!f..L BE Al.LOWED. THE /JS£: OF OUl.ECTION CW.AR$ SHALL BE RBJ(JIREO. DESIGNED BY: A.B.IH.R. DAT£: SEPT. 2005 S BUILT" G E.c TG SCALE•, 1• = Jn' DRAWN BY: • ., . , 'N PROJECT MGR.: ~K~.H~·~-JOB NO.: 05-1130 I< 1TH W HANSEN ENGINEER DF WORK: KEITH W. HANSEN DA TE INlllAL OlHER APPROVAL RCE G022 3 EXP. G/30//0 DATE DAT£: RETED J_a_~_,,___..; RCE: 60223 ~~ DATE INlllAL aTY APPROVAL fSHlflll CITY OF CARLSBAD ![SHEETS I LU . ENGINEERING DEPARlMENT . 5 WATER PW{S FrJR: OPUS POINT LOT 25 WATER UN£ :4' APPROVED Y If~~ •4( CONRAD C. HAMMANN 7/J1kf..__ CITY ENGINffR . PLl,69 EXPIRES 08-30-08 MT{ . . DWN BY: CHKD BY:'1Jlr RVWD BY:~ PROJECT NO. P.I.P. 05-16 DRAWING NO. 434-6 ) , ' -+-- ' - ' ' , . ------t- -+ +------ NOTE!! BECTRONIC OATA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ IJSEO FOR HORIZONTAL OR 'rfRllCAl SIJR~Y CONTROL ©2006 O'Day Consultants, Inc. ,-·- .L ----,-- " T I I \ I I \ I I \ I \ I I ------,------. -- .f=·· . • - -f - ----,-· -- - -- ____ _;_ ----,- --··----, -- PLAN -WATER LINE '8' SCALE: t• = lO' j., ----+- -' -· --,--- - - - ----. =-···· ·+ _. . Mi --- =--=r-:--·. ---.. -,----- -· -- - --·---.......,..--··~ ~ f/1./ T • f -lil -- 13 ' 14 ' o· to' ... tf' BENCHMARK: - ------,---- 15 ---,---- T --· - ----1-- ' ..... F-·· ·-·- ' DESCRIPTION: STANOARO STREET SVRJ,E"Y MONUMENT LOCATION: APPROX. f«JO FEET SWTH OF PAlOIIAR AIRPORT ROAO ON CENTERllNE OF El CAMINO REAL RECORD FROM: NORllf COUNTY '.£Rl/CAL CONTRa DATA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NG',fJ 1929 ·-+- ' +- . --- -·+ 16 . -+ 17 2710 Loker Avenue West Suite 100 Corlsbod, Colifornia 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultanb.com T ---+-- Civ~ Engineering Planning Processing Surveying .L ___ _ ·-------.. --+- -- + +- -r----r· 18 ---- ' •. .!...... ·-·-' ....... _ I---· ---+--- -·-·--4-----I-----~·:::r:·· r---:----- -~ .. :-:_ --:.:~-::;.:-.:_~-:;-"·_ •---. ----,;-------·- _::__ - C ·....:.....:;::: .. : j_ --=-·- T --. . .:.:i:. . -----------I-:-::r ·-. -. =--I-::-.::-;..:-:.: __ -..: . -----,----· . - T ·-+--. . - -··-· -·----,·-·-1---j_'._ --___ .;._ __ - .. .:::r-. = ~ ----•-I-·+--~-- ·------------j:::-__ _:-··: ·.+:i.:-. ~ ~-'-·--. -..:- . ' ---:i=--------~:::::::i::-_:t:..--=-::::::--- -. +-- --+----+---_ WATER DATA 1NOI DELTA/BEARING RADIUS LENGTii REMARKS I N 24•39'53' If 2 N 55·21J'o7• £ 3 N 20•20'07• £ 4 N 24•39'5J" If 5 N 04•15'37• If WAlER NOTE J22.70' 13:;, 10' 87.8J' I 77.55' 10.28' to• PVC ~ CL 200 HG 700 • • • • • • • • NO DEJlECllONS AT 8£llS. flTllNGS OR OF THE PIP£ WK1 BE AllOWEO. THE /JS£ OF DEFZ£CTION COllARS SHIJ1 BE REQUIRED. DESIGNED BY: AB./H.R. DATE: SEPT. 2005 DRAWN BY: G.E.C., T.G. SCALE: 1 • = 40' PROJECT MGR.:-"K,,.,.H"'-.-~ JOB NO.: 05-1130 "AS BUILT" ~ 'b-~-7 8/1.i,!07 KEi~N?N RCE GOZ23 EXP.WO/to DATE ENGINEER OF WORK: £41', ED BY: ~ aJ II.{!,, ✓--: KBTil W. HANSEN RCE: 60223 TOR ~ CITY OF CARLSBAD ~====~====t=============================t====t===jt===jt==j L_!_j ENGINEERING DEPARTMENT I SH5TS I t:,/05/09 KWH AS-8UILT DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER M'PROVAL CITY APPROVAL l:\051130\0530CI04.DWG .A.in 07, 2006 l!:4Jam Xrefll: 973°5ASTR; 05300; 0530GMAP; 0530GGR0; 0530GUll; 05307UTI.; 05JOGPRO: 98223UTI.; 98223S-rR WATER Pl.ANS FOR: OPUS POINT LOT 25 WATER LINE '8' APPROVED8Y ~ -'L!7~ ec·,6 CITY ENG,~'ER ~ 33069 CONR>D C. fW..4MANN 7 /,v/ qf, EXPIRES 06 30 08 6A rt DWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. P.I.P. 05-16 DRAWING NO. 434-6 I ) NOTE!/ B.ECTRCWIC OATA RlES ARE FOR REFEREJICE ONLY ANO ARE NOT TO 8£ /JSEO FOH HORfZONTAl OH lfRllCAl SIJRVEY CCWTRa.. ©2006 O'Doy Consultants, Inc. 1+Jt,J8 g 21.21' LT C.O. P£H S-J 1+10.58 iYAT£H UN£ ~• = f1r19,JJ iYAT£H LIN£ :4' = flrJJ.,16 iYAT£H UN£ '8' \ 8 9 10 '1 I I ii> ~ / t /- Jg;, .. <, 0\ ~ --~ ?1..9 ____ . ~ ~, "' \Jl () ..., A ~&~-I "'~ t-r-- '"-~ 4 ! ~ ~,~~-!i ~ ,o; ' ~~ ... <:i ~~ t ),.~~ ~!l: "i.~~ I { ~E; 1 I PLAN -WATER LINE 1C1 & PRIVATE SEWER SCAL£: , • ,: NJ' II o· to' ,f()' ---y ----20· SCALE: 1 • "' ,f()' BENCHMARK: DESCRIPTION: STANOARO STREET SURl-0' MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPCWT ROAO ON C£NT£R/JNE OF El CAMINO REAL RECORD FROM: NORTH COUNTY IIER71CAL CONTROi. OATA R-1800 J08+16 ELEVATION: 297.25 M.S.L DATUM: NGW 1929 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonts.com Civil Engineerinq Pl<mning Processing Surveying WATER DATA BfARING RADIUS LENGTH REMARKS f N 85'44'2J £ --f 1.66' to• PVC ~ CL 200 HG 10() 2 N 89",t2'JO iY --12.U' • • J N 18"21'JO' iY --101.62' • • PRIVATE SEWER DATA DELTA BEARING RADIUS LENGTH REMARKS N 89'J8',t6' iY --IJ,IJ,t' 8 PVC S£1/'[H N 18'59'5,1' W --101.19 • • WATER NOTE NO OEFlECTIONS AT 8B.1S, fTlTING5 OH OF TH£ PIP£ WU 8£ ALLOWEO. TH£ USE OF OEFlECTION COl1ARS SHALL 8£ REQ{JIR£0. DESIGNED BY: A.B./H,R, DATE: SEPT, 2005 "AS BUILT" DRAWN BY: G.E.C.. T.G. SCALE: 1' ~ 4-0' PROJECT MGR.: K.H. JOB NO,: 05-11 ;JO KE/f:~'&~ ~/2zb7 1--------------1 RCE G0223 EXP. G(30ltO DATE ENGINEER or WORK: µ_~_ .. ► KEJ11-t W. HANSEN RCE: 60223 _/.IJ, /7 ~ / J.D___ ~· fSHF1'l CITY OF CARLSBAD I SH5EETS I ~====~====t=============================t====t===j====jt=== ~ ENGINEERING DEPARlMENT AS·/3///LT DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0ll-lER APPROVAL OlY APPROVAL . l:.\0511J0\0530005.0WG Jul 12,, 2008 2:35pm . Xref,f 0530GI; 0530GMAP; 05JOGGRD; 05J6GOTI.. 0530GPRO; 982231.11\.; 98223STR . . . WATEII ,t PRIVATE SCWCII Pt.ANS FOIi: OPUS POINT LOT 25 WATER UN£ 'C' ti' PH/VAT£ SEWER APPROVED JI"' ....c;...,,it,:£2~.,ae.,·~ CONRAD C. HAMMANN 7/.;11/0, CITY ENGIN~R Pi!'3J069 EXPIRES 06-30-00 -DATE WN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. P.I.P. 05-16 DRAWING NO. 434-6 \ I