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Home My WebLink AboutDWG 447-9; PIP 06-14; OPUS POINT LOT 8; 01-03GENERAL NOTES I. THIS PLAN SUPERSEDES _ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDIN0-!_MPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN Db[S NOT LESSEN OR U/4/V£ ANY PORTION OF THE CARLSBAD MUNICIPAL COD!\ RESOLUTION OF CONDITIONAL APPROVAL, CITY STANOAROS OR OTHER ADOITl~~AL OOCUM£NTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. Cl TY APPROVAL OF PLANS 00£S NOT REL !EV£ TH£ DEVELOPER OR EN6/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TH£ CITY £NG!N££R FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL BE REQUIRE{) FOR ANY 'MJRK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE Ci TY OF CARLSBAO AS AN ADDITIONAL INSURED ON THE P£RMITT£E'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY Im/ TING THE POL ICY MUST HAVE A RATING OF 'A-• OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO 'MJRK SHALL BE C0!'1W:NCEO 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 DEADL !NE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WI LL BE MADE TO THESE PLANS WITHOUT THE U1? I TTEN APPROVAL OF THE CI TY ENG I NEER, NO TEO WI TH IN THE REVIS I ON 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-Bl.I/LT 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 SI TE AT ALL TIMES DURING CONSTRUCTION. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.- IA/ SUMltllRY SHEET, (BJ LABORATORY WORK SHEETS ANO (CJ 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 SUBM/TTEO TO THE CITY ENGINEERING INSPECTOR WI THIN TWO WORKING OAYS OF COMPLETION OF FIELD TESTS. THE WITTEN FIELD COMPACTION REPORT/SJ SHALL BE /i,MED/ATEL Y SUBMITTED TO THE Cl TY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCQN5TRUC[IQN MFFTING 'iHAII BF HFIQ AT TH£ 'ilTF PRIOR TQ THE BEGINNING OF WORK ANO 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 THROUGH THE PERMIT CLERK {/160/ 438-3891/ AT LEAST FIVE {SJ WRKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDl.ll ING. 13. ALL INSPECTION REOUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALL/NO THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /160/ 438-3891. INSPECTION REOUESTS MUST BE RECEIVED PRIOR TO 2.-00 P.M. ON THF DAY BEFORE THF INSPECTION IS NEEOEO. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REQUESTS MADE AFTER 2.-00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAW.SANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6105 BY SUBMI TT/NG A DETAIL PLAN TO THE Cl TY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECT/ON FROM THE HAZARD OF CAVING GROUND DI.IRING 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 AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANOAROS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OS/iA EXCAVATION PERM/ T MUST BE SUBM! TTEO TO THE INSPECTOR PRIOR TO EXCAVA Tl ON. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WI THIN ANY WORK ZONE DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERM/ TTEE WILL NOTIFY THE Ci TY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/ TT££ HAS RECEIVED WITTEN AUTHOR/ TY FROM THE Cl TY ENGINEER TO DO SO. IT. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUO/NG WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.-00 A.M. AND ,VN,,r (Ar;M OAY, ~NOAY THRU FRIOAY AND NO EARTHMOVINv (lf? vRA,0/NG OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL !DAYS. (A 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 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 THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES ANO 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 REOU!REO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACIL /TIES OR STRI.ICTI.IRES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND/ WITHIN 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 WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/LI TY COMPANIES /SEE BELOW/ AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG8E SBC TIME WARNER CABLE CITY OF CARLSBAD /STREETS ANO STORM DRAIN/ CITY OF CARLSBAD (SEWER.WATER 8 RECLA/MEO WATER/ BUENA SAN/ TAT/ON DISTRICT /800/ 422-4133 /800/ 660-7343 /800/ 892-0123 I 760/ 438-1141 I 160/ 434-2980 I 160/ 438-2722 I 760/ 726-1340 x /374 OPUS POINT LOT B PLAN IMPROVEMENT 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, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALi.iE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMI TTEO TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO /2/ Cl TY WORKING DAYS BEFORE THE 'MJRK BEGINS. 2. STREET L /GHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHCWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET L /GHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND 1./TIL I TIES ANO 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-LOAO OF I, 350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTIL /ZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WI TH 3/4" ROCK PER SORSO S-4 TYPE ·c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL/0 WALL PIPE. 5. WHERE AN EX!STINIJ 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 TH£ PIPE WILL Bf PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEEL CHA IR RAMPS SHALL BE INSTALLED PER RE0/.1/REMENTS OF Tl Tl£ 24, CAL /FORNI A ADMINISTRATIVE CODE. 1. STREET TREES SHALL BE INSTALLED PER SECTION IV 0. 3 OF THE Cl TY OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RESIDENTIAL STREET STAND4ROS. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS 0/>f, M/9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. /0. TWO (2/ SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY ENIJINEERING INSPECTOR. SEWER NOTES /, ALL SEWER MAIN AND 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 EO/TION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE 0/VIS!ON OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO All PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE 0/STRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM TH£ DISTRICT. IT MUST BE S/GNEO ANO APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERM/ T SHALL BE REOUIREO. 5. THE CONTRACTOR SHALL NOTIFY THE Cl TY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. / TELEPHONE NO. {760} 602-2780/ CA/WO WATER NOTES I. WATER MAIN ANO APPI.IRTENANCES SHALL BE CONSTRI.ICTEO IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUMES 2 8 3', DATED JUNE, 2004 OR THE LATEST EO I Tl ON. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND 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.WD. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE AND MUST BE SIGNED ANO APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMUM OF 1 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE Cl TY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION {TELEPHONE NO. {160} 602-2180/ FOR SCHEOUI. ING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COAMENCEMENT OF WORK • ANY EXCEPTIONS SHALL REOI.I/RE WITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BUILDING SHALL BE DETERMINED BY THE Cl TY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUMES 2 8 J", DA TEO JUNE, 2004 OR THE LATEST ED I Tl ON. 8. ALL BURIED COPPER PIPINIJ AND APPURTENENCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN Al TERNATIVE FORM OF PROTECTION. CA/WO CONSTRUCT/ON NOTES I. ALL POTABLE WATER SERVICES SHALL BE/" ANO ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS/. 2. ALL WATER METER BOXES SHALL BE /1"x30"x/2" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE 10 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. . P.I.P. 06-14 PROJECT LOCATION THIS PRO£CT IS LOCA /ED WITHIN ASSESSORS PARCEi No. 221-881-02 THE CAUFORN/A COORDINA IE INDEX OF THIS PROJECT IS N 1992 E 6258. SOURCE OF TOPOGRAPHY OWNER/DEVELOPER OP/JS ~ST CORP. 4J50 tA JOLLA VlltAIJE DR/'/[, SU/IE 110 SAN DIEGO, C4 92121 PHONE-(858) 546-4100 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA /ED BY AERIAi TOPOGRAPHIC SUR'.£Y BY SAN-LO AERIAi S/JR'.£YS ON J/JlY 8, 1997. [X/Sl/NG MASS GRADING SHOWN PER APPROVED CITY OF CARLSBAD DWG. NO. 409-IA. CIVIL ENGINEER/LANO SURVEYOR O'OAY CONSULTANTS, INC. LEGAL OESCRIPTION 2710 LOKER A 'tfNU[ I/EST, SU/IE 100 CARLSBAD. CA. 92010 tor B OF CARLSBAD TRACT No. 98-10, CARLSBAD RAlLWI Y, IN THE (760) 931-1700 CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STAIE OF CAUFORNIA, ACCORDING TO MAP THEREOF No. 150/J, FILED IN THE OFfllr OF TH[ COUNTY RECOROER OF SAN DIEGO COUNTY, MAY J, 2005 AS FIL[ No. 2005-037/022 OF OFFICIAL RECORDS. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTHERLY I/NE OF LOT 8, OF MAP No. 15013 I.£ N 81 V9'.J9' E REFERENCE PLANS CITY OF CARLSBAD DRAWING NO.s 409-1, 409-IA CITY OF OCEANSIDE HIGHWAY PACIFIC OCEAN ~VISTA CITY OF ENCINITAS VICINITY MAP NO SCALE OECLARA TION OF RESPONSIBLE CHARGE I HEREBY OECIARE THAT I AM llfE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA I,£ EXERCISED RESPONSIBLE CHARGE O '.£R THE OESICN ON THE PROJECT AS OEflNED IN SECTION 6703 OF THE BUSINESS AND PROF[SS/ONS COO£, ANO THAT TH[ OESIGN IS CONS!SIENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD OOES NOT REL!E'.£ ME, AS ENGINEER OF WORK, OF MY RESPONS/BIUTIES FOR PRD£CT OESIGN. O'OAY CONSULTANTS, INC. 2710 LOKER A VENUE ~ST, SIi/iE 100 CARLSBAD. CAUFORNIA 92010 oFESSta ,-: "' {760) 931-7:~ ~ ( -~ DAIE: ~7 TIMOTHY a CARROt.t, ~ ~ ~z '-' ftj ~ NO. 55381 :0 * EXP. 12/31/08 * RC.£ NO 55381 EXP. !2/Jl/08 BENCHMARK: J'"11°' CIVIL ~"-*'<- OF CAI..I\\J' DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAO ON CENTERLINE OF EL CAMINO REAL RECORD FROf.l: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 J08+76 ELEVATION: 29125 M.SL DATUM: NGVD 1929 SITE NOTE!! ELECTRONIC DATA Rl£S ARE FOR REFERENCE [ Y ANO ARE NOT TO 8£ USED FOR HORIZONTAL ON. OR VERTlCAl SURVEY CONTROi. CARL~ ~D MUNICIP L WAlIR DISTRICT • • 5/1$j 67 DAVID A. HAUSER R.C.E. 33081 6A TE' DEPUTY CITY ENGINEER EXP. 06/30/08 ,~ -,-~ AS-8t//lT . . DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION I: \0~11JO\0SJOl"101.dwg Mar 28, 2007 2: 29pm Xrefa: 0~0Y\C; 0~0AN; 053IPI WORK TO BE OONE THE IMPROVCMENT WORK SHAil 8[ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIJIE OF CONSTRIICTION, AS 0/RECIED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL COO£ 2. CITY OF CARLSBAD STAND4RDS 1 THIS SET OF P/ANS 4. RESOLUTION NOs. 5024 THROUGH 5030 [JIITEO OCTOBER 11, 2001, AND PIP No. 06-14 DATED NOVEMBER 16. 2005 5. THE S!ANOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORTS AND RECOMMENDATIONS BY IJEOCON INCORPORATED. DATED AUGUST 11, 2004, MARCH 1, 2005, OCTOBER 24, 2005 AND NOVEMBER 10, 2005, 1 THE SAN DIEGO AR£4 REGIONAL S!AN[JIIRO DRAWINGS ANO AS MAY BE MOO!FIEO BY THE CITY OF CARLSBAD S!ANOARDS. 8. ENVIRONMENTAL APPROm! DOC/J/IENTS DATED OCTOBER 11, 2001 RES. No. 5031 9. CARLSBAD II. W.D. RULES .t REGU/ATIONS FOR CONSTRI.ICTION OF PO/ilBLE. REC/AIMED ANO S[W[R SYSTEMS IA/EST REVISION OF STANDARDS AND SPECIFICATIONS. 9. STORM/YA/ER POLLUTION PREVENl/ON Pl.AN (SWPPP) BY 0Zl4Y CONS/Jl.lNffS DATED SEP/EMBER 12, 2006 WD/0 No. 9 37C345384. NOTE: ()IJANl/TIES ARE FOR BONDING PURPOSES ONLY. ACT/JAL (}IJANTITIES MAY v'ARY. LEGEND DESCRIPTION OWG. No. • SYl.tBOL S/JBDIVIS/ON BOUNDARY. ------- Er/STING CURB .t GI.ITTER. • • • • • • • • . • • . . • • • • • • . • • • • • • EXISTING PEDESTRIAN RAMP TYPE )I'_ • • • • _ • • • • • • _ • • • • • _ • • • EXISTING PEDESTRIAN RAMP TYPE '!J'. • .•.•••...•..•..••... ______ , ____ _ --------Er/STING P.C.C. SIDEWALK (47 ....... -... -............ . EXISTING Ai.1£Y-TYP[ DRIVEWAY_ • _ •••• _ ••• _ •••••••••••• [X/Sl/NG STREET l!GHT. • ••.••••• _ •.••.••••• _ • • • • . • • EXISTING SEWER. • • • • • • • • . • • • • • . • . • • . • • • . • • • • • • . • EXISTING WAIERl!NE. • ••••••••••••••••.••••••••••• EXISTING CATE VAli'l". . ••.•••••••••••••••••••••••• EXISTING BLOW-OFF VAL VE ASSEMBLY. • •••• _ •.••.•••.•••• EXISTING A. V.A. • • _ •••••••.••••• _ •.•••••••••••• EXISTING ENDCAP. • •••••••••••••••••.•••••••••••• n---- -s-- -w- --0--W- --0--W- -W---3 EXISTING FIRE HYDRANT ASSEMBLY ••.•.•...••.••••••.•••• - EXISTING RECYCLED WA /ER. • . • • . • • • . • . • . • • • . • • . • • • • • • EXISTING STORM DRAIN. • • • • • • • • _ • • • • • • _ • • • _ • • • _ • _ • • • -w-T- -RW- EXISTING TYPE )I' C.O ••••••••• _ ••• __ • _ • _ • _ ••• _ ••• _ • EXISTING TYPE 'F' C.B.. • ••.• _ • • • • • • • • • • • • • • • • • • • . • • • EXISTING TYPE '/J' CURB INLET __ •• _ ••.•••• __ • _ ••.••.••• 5• SEWER (PRIVAIE) ••••••••••••••• _ •• .C.1.1.WO. S-5. SEWER CLEANOUT. • •• _ •• _ ••••.• _ ••• _ £.I.I. W.D. S-6. 8' P. V. C. WATERUNE • ti' P.V.C. WATERUNE • 5• Cl<TE VALVE .t VALVE BOX ASSEMBLY ..•••••. .C.11.W.D. W-16_ CONCREIE THRUST BLOCK •••••••••.•••• .C./1.W.O. W-15. DOUBLE DETECTOR CHECK VAL'.£ ASSEMBLY (ODCv). .C.M. W.O. W-22. FIRE HYDRANT ASSEMBLY (3-WAY). • • • • • • • • .C.M.W.O. W-12 •••• (JONES 3115 OR £WAL) 2' WA/ER SERVICE W/1 1/2' METER ••• _ ••• _ ••••••••••••••• • SDRSO UNLESS NOTED OTHERWISE = ===0 lo7:::=::J -s --w- ---w- 0 -W--0---- -II'~ -w~ --w-r- ------® DtslGNED BY: A.J.V./H.R. DATE: QUANTITY 97 LF 2 £A 211 LF 90 LF I EA 2£A I EA I EA I EA ll'9. 2M7 c~/??~,s DRAWN BY: G.M., T.G. SCALE: AS SHOWN PROJECT MGR.: T.0.C JOB NO.: 05-1130 2710 Loker Avenue West CMI Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing <c~ DATE: "1-/g,~7 760-9~1-7700 Surveying Fax: 760-931-8680 www.odoyconsultonts.com TIMOTHY 0. CARROLL, JR. RCE: 55381 CllY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" RE()UIREMENTS ~c? NO, OF F.H.(S)_1_F.FLOW 2000 G.P.M. OUT OF_l_F.H.(S). ~9 BLDrPRINKLED @'NO ... F.FLOW 3750 G.P.M. RCF§5"36'/ EXP_,~/a,/,v --I_ 2 .__-$/, '~"7 DATE . RE:i// (,_ ~~ F~E MARS'f'L I -I I DA] . ~L 111SPECTOR E I SH,ET I I SHJTS I CITY OF CARLSBAD ENGINEERING DEPARTMENT IAIPRO'tfMENT Pl.AN FON: OPUS POINT LOT 8 LOT 8 APPROVEDw.,J ,J-/s-L., -, DAVID A. HAUSER , DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DATE DWN BY: ' -PROJECT ND. DRAWING NO. DATE INITIAL DATE INl11AL CHKD BY:~ ornER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 06-14 447-9 070207 2710 Loker Avenue West Suite 100 Corlsbad, California 92010 760-931-noo Fox: 760-931-8680 www.odayconsultonts.com I Civil Engineering Planning Processing Surveying I )J /1 LOT 7 d-1 I \ If>---, J,.,.,.=--41 I I f¼------------, I f¼------------, 1, -: I I ,~,~-J1t1 7L , I/ s- I ,, DESIGNED BY: A.J.V./H.R. DATE: SEPT. 2006 DRAWN BY: G.M. T.G. SCALE: AS SHOWN PROJECT MGR.· T.0.C. JOB NO.: 05-1130 KEY MAP SCALE: /' = 40' "AS-BUILT " ~~ >----------------1 P.E, . .$5>S/ ENGINEER OF WORK: ~CJ,/ TIMOTHY 0. CARROLL, JR. RCE: 55381 DATE LOT 9 - I SH££T INDEX SHEET NO. DESCRIPTION I NOTES &-VICINITY MAP 2 KEY MAP & TYP/CAl SECTIONS J WATER &-S£WER PlAN BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-7800 308+76 o· 10· 4-0' 5 20 80' SCALE: 1" = 40' : I 'TC_ A5-R(IILT DATE INITIAL DATE EXISTING LIONSH£AD A VENUE PUBLIC INITIAL DATE NOT TO SCALE INITIAL NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I S2ET I CITY OF CARLSBAD I SHJTS I ENGINEERING DEPARThtENT IMPRO'.f:MENT PLAN FrR OPVS POINT LOT 8 APPROVED~~ .> /1-!/._ D '1' DAVID A. HAUSER DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 '!JATE OWN BY: PROJECT NO. DRAWING NO. ELEVATION: 29725 M.Sl. DATUM: NGVO 7929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: P.I.P. 06-14 447-9 I: \0511J0\05JOPl02.dwg lb-28, 2007 Z;Jtpm Xrefa: 0530Nrli:D; 0530NI.IAP; 0530RGRD: 0530Rt.lAP; 0530TOPO; 0530Pt.lAP; 05JOPGR0; 0530PU~ 0530PI; 0530PGRD1; 0~0i'IUTL 070207 ~ ....... ~ .. ········ff. E ~EE±! "'. ·----- ---- =ii ~ .... ~:t •• S"· ·;s;J -.. ··----· ... ---. - . ....... ----·· -_ _..__ __ _ • _.,,__ , • .,1 •• •.•••.•••••..• L... ~ ···-··· -----------------------------------·-·-·-··-· ....... , ... , ............ , ··-···" ---- .. ~ .r ~~ -----. .. ..... - - ·h•. ·-· --- -<)- NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. • ·---·-··· ........ ,J .... 1 .... , ,.J . .,_. 10 ..... -------- ···-·· ·········-··· c:1:· ··--~·-~·-······· .............. . ....... -·••·•• ...... . ---·+-- ::::21::;;;.;;:~::::.""".' ..... ·:::::::.::'.······•··········· ----------------------------... ------ . ··.·•··· =.'i'ii. .... :: .... . ··-· ..... ,., ...... ·····l· ··· · • CJ mfj 1 ,, -w.4·. . ':Jl 11M1.:, ij ·· -·'V•-- ···· ~::¥[:: ~~ .·.~···. 3= .... . ····••·~·· --·1--··· +--·----I····-· J .=E.~.: · •I• . 1 ....•....... Ft 12 PLAN WATER LINE ~ ' SCALE: 1 • ~ 20' --........ _., ... . ...... _.,, -·· ··--·. ··- 13 o· 5• 20' 10· 40' SCALE: 1 • = 20' ~ /J --w BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 291.25 M.S.l. DATUM: NCVO 1929 , ...•.•• 1.. • . .~.:~:ci, ,::&...71:~t! ----~--t,-;-t --~--. ····:::-::-ii~ •--,-..... .=:¥ .... --:-:ta ---·······'-··· .......... j •••• -·· =IL ··•----········ ••····· ........ ....... ··•--· ---·-.. .............. ~ ........ ·--···· ... -------""" . ------. -- -. ...... ... ······· •.• ••-s•• --- ............................... , .... .................. --·-· ---·-- ------. . ........... •·····-·•······· -·-~ ->--~--··-· -"~·· •--' . ----·"'----..... ···-···---·-· I 10 PROP SEO REC. WAiR : AIETE. ~ OACKFLOW PR£'/J ~TER -S££ I LANO CAP£ PLANS --t-~-l----._ 271 0 Loker Avt:nue Wt:st Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 750-931-8680 www.odoyconsultants.com A5· /Jt.JII.-T . i\ Civil En1,1ineerini, Planning Processing Surveying ---·--· ~ ... ·· .: .• : .. :• .. :.:: •. :•:•:~ .. ······ •• -L, .• ,;:7-•·••·· DESIGNED BY• A.J.V./H.R. DRAWN BY: G.M. T.G. PROJECT MGR.· T.0.C. •· , .. -· ........ ~ ..J. •••• 11 WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS 1 2 J 4 N 08'50'21' W N 53'502/" W N 08'04'23' W N 08'04 '23' W WATER NOT£ 90.00' li.10 114.13' 9()39' 8 Pit' ~ CL 200 HG 100 • • • • Ii' Pit' ~ CL 200 HG 100 NO D£fZ£CT/ONS AT BlZLS. FlmNflS OR OF THE PIPE W//1 8£ ALLOWED. THE USE OF DEfZECTION COllARS SHA/1 8£ REOUIREO. SEWER DATA (PRIVATE) ~ DELTA/BEARING RADIUS LENGTH REMARKS 6' Pit' SOR 35 I N 08-Sl'U' W DATE: SEPT. 2006 SCALE• 1' = 20' JOB NO.• 05-1130 9/i.50' "AS BUILT" ~(?_/ EXP. ,?-1.,,/,,o :JP-o/o2 DATE ENGINEER OF WORK: REVl~D B;: /I /j~,I ~~~~ ~-~0~=1.d~ _ _ID~AT~E•:__!_'f-/i~M~o?.!_7 -4.A,., J If f ~ ~ · TIMOTHY 0. CARROLL, JR. RCE• 55381 ~SPECTOR ~ CITY OF CARLSBAD ~=====~====~==============================t====1====1====j====--l L_J_j ENGINEERING DEPARTMENT I SHJTS I WA TEH .t SE~H ff.ANS FOR: APPROVED ( J OPIJS POINT LOT 8 WATER LIN£ ~ I -• 1 , 10 A. HAUSER DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DA TE t--acD-;cATE;;:-i-;;1N'"ITI;;--A;-;-L+-----------------+-DA-TE-+-IN_ITI_A_L-I--D-A-TE-I-I-NI_TI_AL--I ~~D~WN~';'=;B~Y~: =~======;~==P=R=o=JE'=C=T=N=o=. ==;~o=R=A=w=1N=G=N=o~. ENGINEER OF WORK REVISION DESCRIPTION OTI➔ER APPROVAL CITY APPROVAL 2~~g ~~: -zw-P.I.P. 06-f 4 447-9 1:\051130\0530Pl05.dwg MCI' 28, 2007 2:31pm ~refe: 0530Pl,IAP; 0530PGRD; 0530NldAf>; 05J0pl; 0530Pllll..; 0530PPRO; 05JONGRD; 05JONUTl; 0531JPGRD1; 05JONGR01 070207