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HomeMy WebLinkAboutDWG 414-5; CT 02-27; LA COSTA FAIRWAYS; 01-04DEC.LABAT/ON OF RESPONSIBU CHARGE I HEREBY OECLARE THAT I AAI THE ENC/NEER OF lltWK FOR lHIS PROECT, THAT I HA VE EXERCISED RESPONS/BlE CHARGE OVER TH£ OESIGN ON THE PROECT AS DmNED IN SECllON 6703 OF THE BUSINESS AND PROFESSIONS COD£, AND THAT THE DESIGN IS CONSISTENT WTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF Pf/OECT DRA 'MNGS ANO SPEC/flCA llONS BY THE CITY OF CARLSBAD DOES NOT RE/.1£VE Al£, AS ENGINEER OF Htll'K, OF AIY RESPONS/8/llllES FOR PROJECT DESIGN. OVAY CONSIJLTANTS, INC. 2710 LOKER A 1£ HE'ST, STE 100 CARL :.4D, CAIJFORNIA 92008 _ ·-v.1114, ,..,___,,ATE·.l.1:-/ 7• o+ w P. s R. C.£ NO. 55187 £KP. 6/30/06 OWNER/DEVELOPER: ' PAR 12, LLC ii~~fo.1 ~21~ (619) 95 05 l. 8'/: -I' · RvbtJII\ µ, CA~Y• II> KEY J/AP UCEND fflQPQSEO WATE!l ••••••••••••• -W- FIRE HYDRANT ASSY.. • • • • • - GATE VALITT: • • • • • • • • • _,.___ £XJSTING --w-- [:6'.] STREET LICHT. • • • • • • • • ------D ~ SEIER •••••••••••• ---S-----S-·--·- SEIER ACCESS HO££ •• -• --• ---0----0--- SEIER aEAN 0/JT. • • • • • • -~ ----o CITY OF OCEANSIDE HIGl-iWA Y 78 CITY OF VISTA PROJECT LOCATION ,, ·. ii) ".t'· ,, .-,,_. ii • I ,; 1-,-. -'"-' ,--I :· ti CARLSBAD TRACT No. / / LA COSTA FAIRWA rs LOTS 4 & 5 40' t 10' ---- -5 20 80' SCALE: 1 • = 40' , .• D~c, , ,: ~ ::;;0·;;20~~i>:tr 50.8 . 3,4 KEY MAP WD/0,: 9.17C.J27018 SCALE 1• • 40' LEUCADIA WASTEWATER DISTRICT 02-27 ,oBK TO BE DONE THE IAIPROVEIIENT 'MJRK SHALL 8£ P£RFORJl£O IN ACCORDANCE llfTH THE FOLLOllfNG /JOCIJIIENTS, CURRENT AT TH£ llAIE OF CONSTR/JCllON, AS DIRECTED BY TH£ CITY ENGINEER. I. CARLSBAD AILINICIPAL COO£. 2. CITY OF CARLSBAD STANDARDS. 3. lHIS SET OF PLANS. .f. PLANNING COAIAIISSION R£SIJ/.Ul10N NO. 5#75, 5I06, DATED AIAY 1. 2003 51()7, 5. TH£ STANDARD SPEClflCA llONS FOR Pl/Bl.IC IKJRKS CONSTRIJCllON {"CREEN BOOK? 6. SOILS REPORT AND RECOMAIENDA llONS BY GEOSOllS, INC. DA TED: XTOBER 8, 2002 7. THE SAN DIEGO AREA REGIONAL STANDARD DRA'MNGS AND AS AIA Y 8£ AIOO/flED BY THE CITY OF CARLSBAD STANDARDS. 8. CARLSBAD M. W.D. RULES AND REGULA llONS FOR CONSTRUCllON OF PO TABLE, RECLAIIIEO AND SEHVI SYSTEAIS LA TEST REVISION OF STANDARDS ANO SPEC/flCA llONS. 9. CALIFORNIA COASTAL COl,ll,IISS/ON, N/,4. 10. LEUCADIA WAS.TEWA TER DISTRICT STANDARD ORAllfNGS AND SPEClflCA llONS. UGEND DESCRIPTION STREET IMPROVEMENTS: SDRSD DWG. NO. P.C.C. 6' CURB J: GUTTER. • • • • • • • • • • • • • • • • .G-2. P.C.C. SID£WA/.K (47 ••.•••.•••..• - - . - - - -G-1 - • GS-20-"· ••• -•• SYMBOL ALLEY TYPE ORM1K4 Y • TRENCH RESURFACING • • G-21 • • • • • • • • • 11//21////1/ /4½1 WATER: 8' P. V.C. WATER /,11,/N (Cl.ASS 200) • • • • • • • • • • • • • • • • • • • • • • • • • • --W-- 6' GATE l/4llf' J: VAllf' BOX ASSE1IBLY ••••••••• .C.11.W.0. W-16 ••••• ---- ENO CAP ASS£M8!.Y ••••••••••••••••••••• .C.11.W.O. W-15 ••••• --w-.;;3 flRE HY!JRANT ASSO,f8f.Y •••••••••••••••••• .C.11.W.O. W-12 J: Al-/!J._ -w-'-- 1 • WATE!l S£RVIC£. • • • • • • • • • • • • • • • • • • • • .C.11. W.O. W-3 • • ---I---l --® THRUST BLOCK. • • • • • • • • • • • • • • • • • • • • • • -C. II. W. O. W-15, f 6 J: f 9 --,,. I' /RR/GATTON SETMCE. ••••••••••••••••••••••••••••••••• I------@ Bl.OW OFF ASSEMBLY •••••••••••••••••••• -C.11.W.O. W-6-••••• [IOIJ8££ CHECK OETECTOR ASS£Al8LY 114LI£.. ••••••••• C.11.W.O. 111-22- SEWER: SEHVI (SOR 35) •••..••••••••••••••••• (S11}(Sl2)1H ••••• ---S-- - SEIER ACCESS Ha.£ •••••••••••••••••••• (SJ}(SI).,•. • • • • • • • ---0-- SEHVI CLEANO/JT. • • • • • • • • • • • • • • • • • • • • • (S8)-. • • • • • • • • • - ----o SEIER LATERAL. • • • • • • • • • • • • • • • • • • • • • • (s7}-. . . . . . . . . .I------@ • AS JIOOlfl£D BY CITY OF CARLSBAD STANDARDS FOR PLIBLIC IAIPROVEAIENTS • CITY OF CARLSBAD STO. 0~ ,,, /.£//CAO/A WASTEWATER DISTRICT STANIJARO DRAWINGS SHEET INDEX SHEET NO. ' 2 3 4 DESCRIPTION TITLE SHEET, & KEY MAP NOTES, SECTIONS, & DETAILS PUBLIC IMPROVEMENTS (WATER} PUBLIC IMPROVEMENTS (SEWER} QUANTITY 59 LF 910 SF ,165 SF 45 LF if¥ 2 £A 2 £A 10 £A 9 £A I £A 2 £A 2 £A ./-12 LF 5 £A 2 EA /0£A ~-STR0//4;; ~ ~ DESIGNED BY: T,T,C, DATE: F'£B. 2004 DRAWN BY: ~P~-E.E~, __ SCALE: AS SHOWN PROJECT MGR.· J.P.S. JOB NO.: 02-1040 ~ ~ No. C8S187 EXP. 0/30/00 CIVI\.. 2710 Loker Avt11nue West Suite 100 C<Jrlsbod, C<Jliforni<i 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Proc&Hiing Surveying ENGi ER OF WORK: • DATE: P. STROHllt«lER RCE: I I ILi I Y UI~; TIRCT .C\F'F'RC\/Al_(0;) CITY OF CARI.SBAD FIRE DEPARTMENT "AS BUil T'\ lHIS PROJECT IS LXA TED WTHIN ASSESSORS PARCEL NO. 216-310-/U-,t 216-310-05 REQUIREMENTS ' SITE CITY OF ENCINITAS VICINITY MAP NO SCALE ©2004 O'Doy Consultants, Inc. REFERENCE DBAlllNGS 1. GRADING PLAN FOR LA COSTA 414-SA FAIRWAYS 2. C. T. 02-27 BASIS OF BEABINGS: THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA COOROINA TE SYSTEAI NAOBJ, ZONE 6, BASED l/PON lHE GR/0 BEARING BETIEEN STA llON 20 ANO STA llON 23 AS DESCRIBED IN RECORD OF SURVEY NO 11271, 0/JOTEO BEARINGS FROM Rtf'IRENCE MAPS OR 1)££l)S AIA r OR AIA r NOT 8£ IN TERAIS OF SAID SYSTDI. THE COAIBINEO GRID FACTOR AT STAllON 20 IS 0.999963770. GRID DISTANCE = GROUND DISTANCE x COAIBINED GRID FACTOR SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOIW ON THESE PLANS WAS GENERA TED or AERIAL SURVEY IN .A/NE J; 2002 BY SAN-LO AERIAL SIH?VE>-5: TOPOGRAPHY SHOIW HEREON CONFORMS m NA llONAL MAP ACCURACY STANDARDS UGAI., DESCBIPTION: APN 216-310-0.f. J: APN 216-310-05 LOT 4 ANO 5 OF LA COSTA GREENS, IN TH£ CITY OF CARLSBAD, COIJNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACfD?{}ING m MAP THEREOF NO. 6708, FILEO IN THE OFFICE OF THE COIJNTY RECORDER OF SAN DIEGO COIJNTY, AUGl/ST 18, 1910. f: ., /'fJ..._.,~ 1~-z./0'{ CARLSBAD MUNICIPAL WATER DISTRICT /~~G, <i.c.E. 26514 DATE NO. OF F.H.(S)..l.J.FLOW 3,000 G.P.M. OUT OF _J_F,H.(S). BlD SPRINKLED ..fflt., ... F.FLOW J,000 G.P.M. YES RCE __ _ EXP_____ DATE DISTRICT ENGINEER EXP. 3/13/06 &fz,g_~; .. ·4 .Y✓,.j-5 '----------~~-------, ROBERT J.7woJciK'f o.r ..... ,r C ,., r DATE REVIEWED BY: NOTE!! ELECTRONIC DATA fllES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR vf'RTICAL SIJRl£Y CONTROi. BENCHMARK: DESCRIPTION: STANDARD Al-10 STREE'T CENTERLINE NEI.L AIONUAIENT LOCATION: CENTERLINE OF EL CAAi/NO REAL AT ENGINEER's STATTON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEltfl.S (NO. COUNTY loOi'T. CONTROi. DATA) ELEVATION: 68.479 OATW: N.G. V.O. OF 1929 911>1'~19'1' ENGINEER R.C.E. 33698 EXP. 6-30-06 INSPECTOR DA TE I SHE,ET I CITY OF CARLSBAD I SHE4ETS I ENGINEERING DEPARTMENT f---l--+----------------1----+--+---t---1 1-----1--+----------------1------t----t-----t-----1 ll'U.l'llX,. IJIPflOVEIIDff PlANS FOR I.A COSTA FAIRWAYS: DATE INITIAL DATE INmAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G·\jobs\2002\D2'C4J\0240!0l dwq Oct ()fi, 7004 p--;;:,nm Xr,c,fs: 0/'.4CI: OH07str; 07407WI; 0?4DSTR; '1?4DT01 '174(UTL; 0?40CRD; 0?10bmc1p TITLE SHEET KEY IIAP AND LEGEND APPROVED81"" /4. 4 It if i.-V,ic=• '( LLOYD B. HUBBS PE 23889 PIRES ~31-05 CITY ENGINEER DWN BY: ..,,..,---- CHKD BY: 1¥, RVWD BY: WLR PROJECT NO C.T. 02-21 DRAWING NO. 414-5 CMWD __ -__ _ ,. 07.1705 I . GENERAL NOTES I. TH!S PLAN SUPERSEDES ALL OTHER PLANS PREVIOIJSL Y APPRO'.W BY THE CITY OF CARLSBAD REGARDING IMPROl!EMENTS SHOIW ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIi,£" 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 PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS IM-IEN NON-CONFORI.IANCE IS DISCOl,E"RED. 3. CITY APPROVAL OF PLANS DOES NOT REL/£!,£" THE DEl,f"f_OPER OR ENGINEER- OF-IKJRK FR()!.( RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOl£Rm DI/RING CONST!?UCT!ON. ALL PLAN REVISIONS SHALL BE PR()l.(P TL Y SUBI.IITTED TO THE CITY ENGINEER FOR APPROVAL. -1. A RIGHT-OF-WAY PERI.IIT FR()!.( THE CITY ENGINEER llfLL BE REWIRED FOR ANY IKJRK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT1F7CA TE OF INSURANCE I.IUST BE F7Lm NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURm ON THE PERI.IIT TEE'S POI..ICY IN THE 1.1/NIMUI.I AI.IOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INS/1,~'R.~~~N=CE..__,_ __ COMPANY Mf/T!NG THE POLICY MUST HA 1£ A RA TING lf "A. ANO A SIZE CATEGORY OF CLASS VAS fSTABLISHm BY "BESTS" KEY RA TING GUIDE. 5. NO l+t:WK SHALL BE COl,fM£NCED UNTIL ALL PERMITS HA 1,£" BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVfSION OF THESE PLANS MA Y BE REW/Rm IF THE PROPOSED IMPROl!EMENTS ARE NOT CONST!?UCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROl!EMENT AGREDfENT. 7. NO REVISIONS llfLL BE MADE TO THESE PLANS llfTHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED llfTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORAllfNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BE/NC SIG/Vm BY THE CITY ENGINEER. !J. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-1+!:WK PRIOR TO FlNAL ACCEPTANCE OF THE IKJRK BY THE CITY. 10. ACCESS FOR FlRE AND OTHER EAIERCENCY VEHICLES SHALL BE MAINTAINm TO THE PROECT SITE AT ALL TIMES DI/RING CONST!?UCl/0/I/. If. IM-IERE Tl?ENCHES ARE llfTHIN CITY EASD.IENTS, A SOILS REPORT COAIPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY IKJRK SHEETS AND (C) COl,fPACl/ON CURl,E"S, SHALL BE SUBMl77ED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLlm SOILS AIECHANICS. THE SOILS REPORT llfLL BE SIJBAIITTED TO THE CITY ENGINEER/NC INSPECTOR llfTHIN n+I? IKJRKING DAYS OF COMPLETION OF FlELD TESTS. THE WRITTEN F7ELD COAIPACl/ON REPORT(S) SHALL BE IMMEDIATELY S/JIJl.(/TTE/J TO THE CITY ENGINEERING INSPECTOR UPON CO/,IPLET!ON OF THE FlELD TESTS. 12. A PRE CQNSTRIICTIQN /JFETINC 'ifi.411 8£ HFlO A [ THE SIT[ PR/QR lQ THE BEGINNING OF IKJRK AND SHALL BE ATTENDED BY ALL REPRESENTAT!i,E"S RESPONSIBLE FOR CONST!?UCl/ON, INSPECl/ON. SUPERVISION. TESl/NG AND ALL OTHER ASPECTS OF THE wm?R'. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760) (4.JB-389I) AT LEAST fli,£"(5)_ IKJRKING DAYS PRIOR TO STARTING CONSTRtJCl/ON. APPRO!,£"/) DRAWINGS MUST BE AVAILABLE PRIOR TO SCHmuLING. 13. All INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCTION MEETING llfLL BE MADE BY CALL/NC THE ENGINEER/NC 24-HOIJR INSPECl/ON REOIJEST LINE AT r;:0,:19-3891/NSPECl/ON REQUESTS MUST BE RECEIVED PRIOR TO 2.·00 P.M. 'FDA Y B£FORE TH£ !NSPECllQN IS Ntmto !NSPEC/70NS WLL BE MADE THE NEXT IKJRK DAY UNLESS YOU REQUEST OTHERMSE. REQUESTS MADE AFTER 2: 00 P. I.I. llfLL BE SCHmuLm FOR n+I? FULL IKJRK DA YS LA !ER. 1-1. THE OllfVER AND/OR APPLICANT THROUGH THE 0£1,f"f_OPER ANO/OR CONT!?ACTOR SHALL DESIGN, CONST!?UCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORI.IING TO ALL LOCAL. STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA HIS' ANO REGULA 7/0NS. 15. THE CONT!?ACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA VINC GROUND DURING THE EXCA VA T!ON OF SUCH ll?ENCH OR Tl?ENCHES OR DURING THE PIPE INSTALLA 7/0N THEREIN. THIS PLAN I.IUST BE PREPARED FOR ALL Tl?ENCHES Fl!,£" FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA 7/0N. IF THE PLAN VAR/£3' FROU THE SHORING SYSTEM 'il4NOARO'i ESTABIISHFQ BY lH£ CQN.'ilR(JCTIQN SAFETY QRDFR~ Till£ 8 CALIFORNIA ADI.IINIST!?A 711,f COO£, THE PLAN SHALL 8f PREPARED BY A REGISTERED ENGINEER AT THE CONT!?ACTORS EXPENSE A COPY OF THE OSHA EXCA VA T!ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA 7/0N. 16. IF ANY ARCHAEOLXICAL Rt3'0/JRCES ARE DISCOl;fRED WITHIN ANY HQRK ZONE DURING CONSTRUCllON, OPERA TIQNS /fl/I CFASF tMJJmlA 7Fl I". ANO THE PERMIT TEE l+ILL NOTIFY THE CITY ENGINEER. OPERA l!ONS MLL NOT RESTART UNT1L THE PERMIT TEE HAS RECEIV!JJ WRITTEN AUTHORITY FROl,f THE CITY ENGINEER TO DO SO. 17. ALL OPERA 7/0NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T!ON OF Tl?UCKS, EARTH I.IOVfNG EWIPMENT, CONST!?UCT!ON EQIJ/Pl,IENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET'M:EN 7.·00 A.M. AND SUNSET EACH DAY, MONDAY THR.U FRIDAY AND NO EARTH MOVING OR GRADING OPERA 7/0NS SHALL BE CONDUCTED ON lfEEKENDS OR HOI..IDA l's. (A UST OF CITY HOI..IDA YS IS AVAILABLE AT THE ENGINEERING DEPARTIIENT COUNTER.) 18. ALL OFF-srrE HAUL ROUTES SHALL BE S1JIJl.(l77El) BY THE CONT!?ACTOR TO THE CITY ENGINEER FOR APPROVAL 7lff2 fVLL IKJRKING QA ts PRIOR TO BEGINNING OF HORI(. THE CONTRACTOR SHALL Bf RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 7/0N. 19. NO BlASl/NG SHALL BE COMMENCED llfTHOUT A CITY ENGINEER APPRO'.W BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF Ul/LITY ST!?UCTURES AND FACILITIES SHOllfv ON THE CONST!?UCl/ON PLANS M:RE OBTAINm BY A SEARCH OF THE AVAILABLE RECORDS. A TTENT!ON IS CALLm TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOllfv OR IN A LOCA T!ON DIFFERENT FROAI THAT SHOIW ON THE PLANS. T1fE CONTl?ACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE Ul/L/7/ES SHOIW ON THE Pl.ANS AND ANY OTHER EXISl/NG FAC/L/7/ES OR ST!?UCTURES NOT SHOIW. 21. THE CONTRACTOR SHALL 1£RIFY THE lOCA 7/0N OF All EXISl/NG FAC/Lll/ES (ABOl,f"GROIJND AND UNDERGROUND) WITHIN THE PRO.ECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCllON TO PERMIT THE REVISIONS OF THE CONSTRUCl/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T!ONS ARE IN CONFLICT MTH THE PROPOSED IKJRK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED Ul/l/TY COMPANIES (SEE BELOW) AT LEAST n+1? AJll IKJRKING DAYS PRIOR TO STARTING CONST!?UCT!ON NEAR' THEIR FACILITIES AND SHALL COORDINATE UQRK llfTH A C()l.(PANY REPRESENTA Tll/E. UNDERGROUND SERVICE ALERT SDG&E PAC/FlC BELL ADELPHIA COAIMLINICA 7/0NS CITY OF CARLSBAD (STREETS AND STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER &-RECLA/Mm WATER) LEUCADIA WASTE WATER DISTRICT STREET NOTES 1-800-422--1133 (800)660-73,#3 (800)892-0123 (760 )4JB-7741 (760)-04-2980 (760)4.JB-2722 (760}753-0155 I. ACTUAL STRUCTURAL SECl/ONS l+ILL BE DETERMINED AFTER "R" VALUE TESTS HA 1,£" BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FlELD OF APPLIED SOIL MECHANICS,ON Tl-IE PREPARm BASEMENT SOIL THE "R" VALUE TESTS AND THE ENGINEERm ST!?UCTURAL SECl/ON MUST BE S/JBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TIW (2) CITY IKJRK/NG DAYS BEFORE THE IKJRK BEGINS. 2. ST!?EET LIGHTS SHALL BE INSTALLED AS SHOIW ON THESE Pl.ANS.UNDERGROUND CONDUIT R.UNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOIW ON THE 'AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOIJNDA T!ONS WLL BE AllO/tFD. ALL LUMINARIES SHALL BE ·cur OFF" TYPE 3. All UNDERGROUND Ul/l/T!ES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS. CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE llfTH A MINIMUM 0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15' Pl,C MAY BE Ul/LIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFlLLm l+ITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTII STANDARD 3034 FOR SOR 35 SO/JD WALL PIPE. 5. IM-IERE AN EXISTING PIPE LINE IS TO BE ABANDONm IT SHALL BE REMOVED WITHIN n+ENTY FEET OF BUILD/NC OR STREET AREAS AND REPLACED WITH PROPERLY COAIPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED llfTH CONCRETE OR REMOl,E"D AS APPR0!,£"0 BY THE CITY ENGINEER, AND/OR THE GEO TECHNICAL ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTAllm PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRA T!l,E" CODE. 7. ST!?EET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. F7RE H)'f)RANT MARKERS SHALL BE PLACED IN THE ST!?EET WITHIN THE LIMITS OF WORK OF TH!S PLAN PER SORS DMl 1.11/J. 9. ALL SURl,f"Y MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS IKJRK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURl,E"YORS ACT. 10. n+1? (2) SETS OF SIJRl,f"Y (CUT) SHEETS SHALL BE PROV!DE[) TO THE CITY ENGINEERING IN SPEC TOR. 'JYATEB NOTES /. WATER MAIN AND APPURTENANCES SHALL BE CONST!?UCTED IN ACCORDANCE WITH THE "CARLSBAD RULES &-REGULATIONS FOR THE CONST!?UCT!ON OF POTABLE WATER MAINS CARLSBAD I.IUNIC/PAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 2. THE CONT!?ACTDR SHALL OBTAIN AN EXCA VA 7/0N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT1F7CAT10N BEFORE ANY EXCA VA 7/0N AND SHALL ADHERE TO All PROVISIONS OF THE STA TE CONST!?UCT!ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT 00/W OF VAL 1,E"S ON EX!Sl/NG C.1.1. W.D. LINES. A PERMIT SHALL BE OBTA!Nm FROM THE C.M. W.D. OfFlCE AND MUST BE SIGNm A'ND APPROl,E"D BY DIST!?ICT ENGINEER AND DIST!?ICT SUPERINTENDENT. 4. A PR£ CONSTRUCllON CONFER£NC£ 1./EEllNG SHALL 8£ H£LO A 1./INII./UI.I OF 7 DAYS 8£FOR£ CONSTRUCnON BEGINS. CONTACT CITY OF CARLSBAD £NCIN££RING D£PARTIJ£NT (760-602-2750) FOR SCH£DUUNG. 5. TH£ CONTRACTOR SHAU NOllFY THE CITY OF CARlSBAD ENGINEERING INSP£Cll0N 48 HOURS PRIOR TO B£GINNING OF CONSTRUCllON (T£L£PHONE NO. 760 4J8-J891) FOR SCH£1JULING. 6. NO Tl?EES OR ST!?UCTURES SHALL BE ALLOHFD IN THE WATER LINE EASD.IENT, All EX/Sl/NG TREES AND ST1?UC11JRES SHALL BE REM0!,£"0 PRIOR TO COMMENCEIIENT OF l+t:WK -ANY EXCEPTIONS SHALL REQUIRE IW?ITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BUR!m COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF D£1,f"f_OP£R/OIWER CONDUCTS A SOILS TEST REPORT AND DEAIONST!?A TES THAT PROTECTION CAN BE PERFORl.lm IN ANOTHER MANNER, THE DISTRICT ENGINEER llfll CONSIDER AN Al TERNA Tl!,£" FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND WRl/CAL ALIGNMENT AND T'rPE OF MATERIALS OF THE F7RE LINE LOCATED BET'M:EN THE DETECTOR CHECK VAL I,£" AND BUILDING SHALL BE DETERM!Nm BY T1fE CITY OF CARLSBAD FlRE MARSHAL. !J. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONST!?UCTED IN ACCORDANCE llfTH THE "CARLSBAD RECLAMA T!ON RULES AND REGULA 7/0NS FOR THE CONST!?UCT!ON OF RECLA/1.1£0 WATER MAINS -CARLSBAO MUNICIPAL WATER 0/ST!?ICT", OCTOBER 1993 OR AS AMENDED. C.M1YI) CONSTRUCTION NOTES: /. ALL POTABLE WATER SERVICES SHALL BE 1• AND All POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS) 2. ALL WATER METER BOXES SHALL BE 11.•x3o•x12· POLYMER CONCRETE AS MANUFAC11JRED BY ARMORCAST OR EQUAL 3. MINIMUM SPACING BET/ICEN POTABLE WA lER LATERALS AND SEWER SERVICES SHALL BE 5 FEET 4. T1fE lVP OF WATER METER BOXES SHALL BE flUSH llfTH THE FINISH SURFACE GRADE. SIGNING &-STBJPJNG NOTES: I. THE CONT!?ACTOR IS RESPONSIBLE FOR ALL SIGNING AND ST!?IPING. 2. SIGNING, Sll?/PINC AND PAVEMENT MARKINGS SHALL CONFORI.I TO THE LA TEST CAL TRANS TRAmc I.IANIJA/., CALTRANS STANDARD SPEC/F7CAT10NS (JULY 1999 OR LATEST ID?SION THEREOF}. TH£5E PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND Sll?/PING IS S/JBJECT TO THE APPROVAL OF THE P/JBL/C IKJRKS DIRECTOR OR HIS REPRESENTA 71',E, PRIOR TO INSTALLA T!ON. 4. ANY DEV/A T!ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF IKJRK AND PUBLIC IKJRKS DIRECTOR PRIOR TO ANY CHANGE IN THE FlELD. 5. ALL SIGNING AND STRIPING SHALL BE RffiECT1'1£ PER CAL TRANS SPEC/RCA T!ONS. STRIPING SHALL BE REPAINTED 00 IIIEEKS AFTER /Nil/AL PAINl/NG. SIGNING SHALL USE ENCAPSULA TEO LENS RffiECT!W SHEEl/NC (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FlNAl ACCEPTANCE OF ST!?EET IMPROVEMENTS, ALL STREET STRIP/NC AND MARKINGS llfTHIN A 500' PERII.IETER OF THE CONSTRIJCl/ON PROJECT llfll. BE RESTORE!)' TO A 2/KE NEW' COND/7/0N, IN A MANNER 1.(££7/NG THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCA 7/0N OF STRIPING AND STVP LIMIT UNES SHALL BE APPRO'.W BY THE P/JBLIC IKJRKS DIRECTOR OR HIS REPRESENTl<Tll,E" PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REJJOW All COVFZJCTlNG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. OEBR/S SHALL BE PROMPTl Y RE1JOWD BY Tl-IE CONTRACTOR. !J. ALL PA //EMENT LEGENDS SHALL BE THE LA TEST WRSION OF THE CAL Tl?ANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FlELD LOCATED. CROSSWALKS SHALL HA I,£" 10' INSIDE DIMENSION UNLESS 0 !HERllfSE SPECIFIED. II. All CROSSWALKS. UAIIT LINES. STVP BARS, PA ';fl.lENT ARROWS AND PA WA/ENT LEGENDS SHALL BE THERMOPLASTIC UNLESS O THERllfSE SPEC/FlED. 12. FlRE HYDRANT PA '81ENT MARKERS SHALL CONFORM TO !HE LA TEST CAL Tl?ANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD ORAWNG M-I9. 13. All MEDIAN NOSES AND flARES SHALL BE PAINTED YELLOW. 14. All SIGNS SHALL BE STANDARD SIZE AS SHOIIN IN THE CALTRANS TT?Amc MANUAL UNLESS OTI-IERWSE SPEC/FIE!), 15. SIGN POSTS SHALL BE SOUARE PERFORATED STEEL 11J8/NC MTH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WNG M-45. 16. HHEN A SIGN IS A TTACHro TD A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET llfTI-I ST!?APS. 17. EX/Sl/NC SIGNS REMOVED BY THE CONTRACTOR SHALL BE DEL/1,f"RE{} BY THE CONT!?ACTOR TO THE CITY OF CARLSBAD P/JBLIC IKJRKS YARD AT 405 OAK A l,fflUE 18. All SIGNS SHOl#N ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOIIN AS EXISl/NG TO BE RELOCATED OR TO REMAIN. ( IF NECESSARY: USE f/9 FROM STRIPE-NOTED/Kl) 28.5' ~ I e 12' 12' ~ I NOPARK!Nfi ~CROHIV SIGN (T'rP.) "l LINE 1.5' I □ ROLLE!) CURB AND GUTTER FOR ENTRANCE (TYP.) PER SORSO G-4 --- 4" 'C PAVEI.IENT OWR_ 6" AGCREGA TE BASE "'· I 170.17' ~ 2% LE'IEL 2% _\LI 2% LINE ---r-,, I 1'1{ .• =•~ ,T/////////////////N///////////////// ·,4-·1 ' 0.5' (TYP) -GRADE TO !HIS LINE CURB & GUTTER PER SDRSD G-2 PCC SIDEWALK PER SORSO C-7 TYPICAL SECTION: CAMINO ABIERTO(PVT) PROPOSED NOT 77J SCA/..£ T.l 5,0 JIIN SECTDI: 4• AC/4" a.. 2 BASE / t-CONCRETE SIDEWALK EXISTING 6" I EXISl/NG AC PA //EMENT SECTION 2X ,-CURB &-CUTTER l -=~-2X _ _ 2% _ _ _ _ 2% _ -~----= ---------;-----,.u------------------- ' TYPICAL SECTION: LA COSTA A VE. SE'JYEH NOTES (l'JYD,) I. Lllf) APPROVAL OF THESE PLANS DOES NOT RELIEW THE APPLICANT, PR/VA TE ENGINEER OF IKJRK, OR CONTRACTOR FROI.I RESPCWSIBILITY FOR THE CORRECTION OF ERRORS AND 0/,(ISS/ONS DISC01€Rm 0/JRINC 0/? AFTER CONST!?UCT!ON. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION IKJRK SHALL CONFORM TO THE LEI/CAO/A COUNTY WATER DISTRICT LIID SEHER STANDARDS AND TO THE REQUIRE- MENTS OF THE STANDARD SPECIF/CA T!ONS FOR PUBl,IC 111:WKS CONSTRUCllll{ (CREENB(J(JI() AND THE REGIONAL STANDARD DRA'MNGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFZICT THE lllfJ SEllf'R STANDARDS C01€RN. 3. OSHA SAFETY ORDERS AND OSHA CONF!Nm SPACE ENTRY REOUIREI.IENTS SHALL BE FOLLOWl:1) AT All 711/ES WTHDIJT EXCEPTION. 4. THE CONTRACTOR SHALL HA 1,£" A COPY OF THE S£llfR NOTES 2. & 3. DOCIJl.(ENTS ON THE JOBS/TE AT All 111.1£S. 5. THE CONTRACTOR SHALL CUARANTEE All llt:l'i'K FOR A PER/IX) OF ONE >l'AR AFTER THE DATE OF FINAL ACCEPTANCE BY LIIO AND SHALL REPAIR OR REPLACE ANY IKJRK THAT MAY PRO!,£" DEFECl/1€ IN WORKMANSHIP AND/OR I.IATER!ALS WITHIN THE ONE >l'AR PERIOD llfTHOUT EXPENSE I/HA TSOEVER TO LIIO. 6. QIJANl/7/ES SHOIIN HEREON ARE FOR BOND EST/MA TE PURPOSES ONLY. NETHER THE PR/VA TE ENC/NEER NOR L llfJ CU ARAN TEE THE ACCIJRAC Y 0/? COAIPLETENESS OF THE SEllf'R QUANTITIES. 7. PRIOR TD CONSTR/JCT!ON, !HE CONTRACTOR SHALL SUBMIT SHOP DRAHfNGS REPRE- SENTTNG All MATERIALS AND SUPPLIES SAT!SFACTOl?Y TO LIIO. IKJRK SHALL NOT COl,fMENCE UNl/L SUCH MATERIALS AR£ APPROVED BY lllfJ. 8. PRIOR TO BEGINNING S£llfR lltl'i'K, THE lllfJ INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LllfJ STANDARD SPEC SIJR't£Y REQIJIRE- MENTS. 9. PRIOR TO BEGINNING SEHlJ? lltl'i'K, CONT!?ACTOR SHALL SECURE A LIIO PERMIT FOR CONST!?/JCl/ON AND SHALL PROWJE A MINIMUM OF ./IJ HOURS NOl/CE TO lllfJ PRIOR TO CONSTRUCl/ON. 10. NO IKJRK SHALL BE COMI.IENCED UNl/L ALL PERMITS HA 1€ BEEN OBTAINED FROI.I THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. II. CONT!?ACTOR SHALL CONFORI.I TO LABOR CODE SECl/ON 6705 BY SUBMlmNG A DETAIL PLAN TO THE DISTRICT ENGINEER SHOHfNC THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECl/ON OF IKJRKERS FROM THE HAZARD OF CA VINC GROUND DIJRINC TRENCH EXCA VA T!ON AND PIPE INSTALLA T!ON THEREIN. T1f/S PLAN MUST BE PREPARED FOR All TRENCHES FIi,£" FEET OR I.IORE IN DEPTH. IF THE PLAN VARIES FROI.I THE SHORING SYSTEM STANDARDS ESTABLISHm BY !HE CONST!?UCl/ON SAFETY ORDERS, 717lE 8, CALIFORNIA A/JMINISTRA 7/W CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVA T!ON PERMIT MUST BE SIJBl.(/TTEO TO THE l llfJ INSPECTOR PRIOR TO EXCAVA T!ON. 12. ALL SEYER FACILITIES SHALL BE INSTALLED IN ORY EXCA VA T!ONS AND TRENCHES. CONT!?ACTOR SHALL DEWATER AND MAINTAIN DEWA TERING CONl/NUOUSL Y UNl/l THE IKJRK IS COMPI.ETED INCLUDING PLACEMENT ANO COMPACTION OF 8ACKF7LL I.IATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN #£TOR AREAS SUSPECTED TD BE #£TIN THE FUTURE SHALL BE ENCASED IN CEOTEXT!LE MATERIAL. SUITABLE GEOTEXlllE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWA TERING PERI.I/TS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE AlLOltEO. 13. THE EXISTENCE AND LOCA T!ON OF UNDERCRO/JND UllllT!ES SHOIIN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PR/VA TE ENGINEER. TO THE BEST OF THE PR/VA TE ENGINEER's KNOHLEDCE, THERE ARE NO EXISTING Ul1L/l/ES EXCEPT THOSE SHO/lfv ON THESE PLANS. A TTENl/ON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UT!Lll/ES OR STRUCTURES NOT SHOIIN, OI? IN A DIFFERENT LOCA 7/0N FROl,f Tl-IA T SH0/#N ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY I.IEASIJRES TO PROTECT THE UT!LIT!ES SHOIW ON THE PLANS AND OTHER EXISTING FACILITIES OR STR/JClURES NOT SHOWN. 14. APPROVAL OF THIS Pl.AN BY LllfJ DOES NOT CONSl/7/JTE A REPRESENTAl/ON OF THE ACCIJRACY OF THE LOCA T!ON OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND Ullt/TY, PIPE, OR STRI/Cl/JRE WTHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) -,22--1I3.J, AS RE- OU!Rm BY STA le LAW. ALL I/ TTL/TY CROSSINGS SHALL BE PO THOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS R£SPCWSIBLE FOR COMPLYING It/Tl-I All LOCAL. STATE, AND FEDERAL SAFETY REGIJLA T!ONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONF7NED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTEO TO Lllf) BY A QUALIREO SOILS ENGINEER I'll/CH CER!lRES THAT TRENCH BACKFllL WAS COMPACTED AS DIRECTED BY Tl-IE SOILS ENGINEER IN ACCORDANCE llfTH ON SITE EARTHIKJRK SPECIF/CA 710NS AND THE lllfJ STANDARD SPEC. 18. SEltER ELEVA T!ONS SHOIIN ARE INVERT ELEVA T!ON (I.E), INS/OE BOTTOM OF PIPE. SEltER LENGTHS SHOIIN ARE FROI.I CENTER OF MANHOLE TO CENTER OF MANHOLE 1/J. ALL REVISIONS TO DRAHfNGS SHALL BE APPROVED BY THE Lfl[) DISTRICT ENGINEER IN llf?/7/NG PRIOI? TO CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TD THE PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROVIDE AS-BUILT DRAMNGS TO LY,() FOi? REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCL/JO/NG COLLECTORS AND LATERALS, UNLESS OTHERMSE APPROVED IN 1/f?/T/NG BY THE DISTRICT. TRENCH SHALL BE BACKRLLm OR PlA TED AT THE CONCLUSION OF EACH DAY OF IIGl'K. 22. THE CONTRACTOR SHALL PROTECT ALL SlJRl,f"Y MONUMENTA T!ON. IF ANY SlJRl,f"Y MONUMENTS ARE DISTIJRBEO OR DESTRO>l'D, THE CONT!?ACTOR SHALL RETAIN A LICENSED SIJRl,f"'fOR TO RE-ESTABLISH AND RECORD THE I.IONUI.IENT CHANCE PER STATE LAW. 23. A 1.1/NIMUM OF 12 INCHES VERl/CAl CI.EARANCE SHALL BE PROVfOED BETHf:EN THE SEYER PIPE ANO ANY OTHER UT!LIT!ES. 2-,. SEPARA 7/0N OF SE'ER / WATER ANO SEIIIER / RECI.AIMED WATER SHALL COMPLY 'MT/-/ lllfJ STD 0/Kl S-2 AND WIT/-/ All COUNTY AND STATE HEALTI-I DEPT R£CULA- T10NS. 25. CONNECl/ONS TO EXISl/NC SEYER PIPE OR MANHOLES SHALL ONl Y BE DONE IN THE DIRECT PRESENCE OF THE lllfJ INSPECTOR. NEW SEVER SHALL NOT BE CONNECTED OR ALLOWED TO flOW TO EXISl/NC SEIIIER UNl/l AFTER FINAL ACCEPTl<NCE OF All UPSTREAM lltl'i'K BY THE LW!J INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERltfCE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERllfSE SHOIIN AS APPROVED BY Lllf) ON THE PLANS. 27. A 2-INCH HIGH •s• SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCA- TION BY THE CONTRACTOR. 28. A 10 CAGE SHIELDED COPPER llfRE SHALL BE BURIED 01,E"R EACH LATERAL. THE llfRE SHALL EXTEND UP TO A 2• COPPER TAG 71£0 AND SOLDERED TO THE llfRE. THE TAC OWR THE SE/ID? MAIN SHALL TERI.I/NA TE 6' ABOW PAV/NG SUBGRAOE llfTH FINAL LOCATION JUST BELOW PAVING. THE TAG OWR THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABO!,£" GRADE UNl/L CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. All PIPE SHALL BE HANDLED AND INSTAlLE!) SO AS TO PROTECT PIPE, JOINTS, UN/NG, ANO COATING. THE PIPE SHALL BE CAREflJLL Y BEDDED TO PROVIDE CONTINUOUS BEARING AND PREV!:NT /JNEl,ffl SETl/IJIENT. PIPE SHALL BE PROTECTED AGAINST flOTAT!ON AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL 7/MES MIEN CONSTRIJCl/ON IS NOT IN PROGRESS. SE'JYEB NOTES {L'JYJ}) -CON1'. 30. PIPE JOIN!S SHALL NOT BE OEFZECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMI.IENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKF7LL SHALL BE PER THE L Ml SEVER STANDARDS. WATER JETllNG SHALL NOT BE AllOIIIED. 32. ALL LATERALS SHALL BE CONSTRI/CTED CLEAR OF Dli'/lfWA IS 33. JOB MIXING OF CONCRETE IS NOT AllOWl:1J llf!HO/JT EXCEPTTON. CONCRETE lESl/NC BY LY,() llflL BE AT CONT!?ACTOR EXPENSE. J4. MANHOLE BASES SHALL BE MONO/..ITHICALL Y PLACED, FlNISHEl), AND COMPLETED AT llME OF PlACE.JIENT. GP!( PRODUCTS, INC., OR APPROVED EOUAL. MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECl/ON. SETTING OF I.IH RINGS SHALL NOT BE ALLO/tFO FOR ./IJ HOURS AFTER CONCRETE PLACEMENT. PR£CAST MANHOLE BASES ARE ACCEPTABLE FOR USE llfTH 8" SEHERS It/TH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETHf:EN MH BASE, SHAFTING, CONE SECl/ONS, ANO RING SHALL HA I,£" A 2• BY 2• BUT'tl RUBBER GASKET PLACED 'M!HIN THE Rill CIRCUMFERENCE: GASKET SHALL BE CPS-2I0 BY PRESS-SEAL CASKET CORP., OR APPROl,E"D EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED I} BEFORE BACKFILL, 2) AFTER BACKFILL, AND J) SUBSEOUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKRLL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONT!?ACTORS EXPENSE PRIOR TO CONSIDERATION FOR FlNAl ACCEPTANCE BY ll/0. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UT1Ll71ES AND Ul/LITY LATERALS. J8. ALL SEYERS AND LATERALS SHALL BE IN PLACE AND SHALL HAW RN Al APPROVAL BY THE LIIV INSPECTOR PRIOR TO PAVING. J!J. ACCESS HOLES SHALL BE 4-FOOT 0/AMETER FOR PIPE /JP TO 15-INCHES IN DIAMETER PER lllfJ SlD. D/Kl. S-3. ACCESS HOLES SHALL BE 5-FOOT DIAI.IETER FOR PIPE I8-/NCHES ANO LARGER PER L WlJ STD. DMl. S-4. -lo. ACCESS HOLES SHALL BE LINE!) llfTH INTECRALL Y LOCKING P/1!: (T-LOCK) OR A POI. YIJRETI-IANE PROTECT!&€ LINING SYSTEI.I PER SECTION 500-2 OF THE "GREEN BOOK' FOR.· I. ALL NEW ACCESS HOLES ON SEYERS 15' OR GREATER 2. ALL NEW ACCESS HOLES WTH INLET PIPE 5% OR GREA lER 3. ALL EXISTING AXES.S' HOLES It/Tl-I NEW CONSTRI/Cl/ON 4. ALL ACCESS HOLES WTHIN 1,000' 00/WSTREAM OF A FORCEMA/N DISCHARGE TD GRAVITY SEVER NOT 77J SCALE T.l • 8.0 JIN SS:TDI: 4• Ac;t• A6l'.1imf 1E BASE (RfPtACE SS:TKII IN KIND IIH£N HEJIO't£D) fSRITi7 CITY OF CARLSBAD I SHEETS I 1----1-----+----------------t-------ir----i----t--------. L_Lj ENGINEERING DEPARTMENT 4 l-----l---+----------------i-------i---r-----1---i /JIPfiOVEAIElff PUNS FOR LA COSTA FAIRWAYS: DESIGNED BY: T.T,C. DATE: FEB. 2004 "AS-BUILT .. BENCHMARK: NOTES, SECTIONS, ANO DETAILS ©2004 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Cnrlsbod, Galiforr.ia 92008 760-9.31-7700 Fmc 760-931-8680 Civil Engin~ring Plonning Processing S1.1rveying DRAWN BY: P,E.F, SCALE: AS SHOWN PROJECT MGR.· J.P.S JOB NO.: 02-1040 [NGIN ~O~ WOR/. / • " ~~'11.M.ttJAJJ..., DATE:ll-11·D4 J N P. ~ RCE: 55187 DESCRIPTION: LOCATION: P.E. EXP. DATE REVIEWED BY: RECORD FROM: INSPECTOR DATE ELEVATION: STANDARD M-10 ST!?EET CENTERLINE ltFLl I.IONUI.IEN T CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STA 7/0N 454+92 PER R.S 1800-1 COUNTY BENCH lEV/:1.S (NO. COUNTY WRT. DATE INITIAL CONTROL DATA) ENGINEER OF WORK REVISION DESCRIPTION 68.479 DA TUI.I.' N. G. V.O. OF 1929 APPROVED /1 Y ~ ~..wi LLOYD B. HUBBS ~/4~..,c.,. PE23889 FlRES--31-05 CITY ENGINEER D E PROJECT NO. DRAWING NO. DWN BY: --..,.--- f--o_AT_E~_1_NIT_IA_L-+-_DA_r_•~_1N_ir_1A_L -1 CHKD BY: '1¥ OTHER APPROVAL CITY APPROVAL RVWD BY: \LR C.T. 02-27 414-5 ( \johs\7C'1)?' 0'.>1C1 0\:yi4;)IO'.' rlv,c ::.kt O'"J '.c'Ut>1 .)·15prr Xreb: 074C,I CMWD ____ _ C :e (i) I 10' 2o' SCALE: 1" = 20' .s2+uo -------J--C_ 40' ©2004 O'Day Consultants, Inc. I ' I I I I. 2 CMW/J. /4TER , 1,{;'-/ i) __ ....:.--E-AS£ME'NT PER Mh J I I r I (11-: ;c11u1 l,1 HF:1 I ' __:.----00C. No, ·· ·_-~; __ j ' / I I /' -~-, /_ ' 'li:::.=a~~~~tis~-~=:-_-_-_-_~_ ... _7!/)=,i~-cc:m~v.~: :~~::~:~~-::::::~PR~OP.~'F/Y'f~~~L!'N.~'£:_:-~~:~~'.:.~::=:::::~L-~----L---J • ,' ·--&-~ . V'J ,,_c.) ' \'.') ~);! ii,. ~ </" ~ \t· (,,, ~ ~ .., .LA --:0----.1=!2'.12'/7' ~.STRO~ ~ ~ ~ ~ No. C65187 EXP. S/30/06 CfV\\. ·cosrA 2710 Loker Avenue West Suite 100 Cart!lbad, California 92008 760-931-7700 Fmc 760--931-8680 :J,'· I ,00 -----I , ~- Civil Engineering Planning Processing Surveying L=J28.251 DESIGNED BY: T.T.C. DATE: FEB. 2004 DRAWN BY: ~P--E.~F•~--SCALE: IS SHOWN PROJECT MGR.· J.P.S JOB N0.:_02-1040 ,:,;:,,,: l "* ' -,, n, .._.. I", ~ ( _,1; u·_o_i::;~L_=_J56A6' -t "AS-BUILT f-------------------t P.E. EXP, ___ _ REVIEWED BY: INSPECTOR ,, J>, "' "' ,ti ... I • -J, ;,i II, ' 7.4U/£i ' ,._ -~mt:'IiY.~-'S..8f,l(IL,4,c'--. HH-+-+-++++-+-+-HH-+-+++-+--+-+-t-1H-l--l-++++-+-t-,H-+" I , I DATE DATE 4 ·v cc ·>v·,"•' ·• 1~,;,, J I ' ' ' PLAN -IMPROVEMENTS SCALE 1• = 20~ NOT£!! £L£CTRON/C DA TA RLFS AR£ FOR RFFFRENC£ ONL Y AND AR£ NOT TV El£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD V-10 STR££T C£Nl£RLIN£ WELL MONUMENT LOCATION: C£Nl£RLIN£ OF £1. CAMINO REAL AT £NGIN££R's STATION 454+92 P£R R.S 1800-1 RECORD FROM: COUNTY BENCH L£1/ElS (NO. COUNTY VERT. CONTROL OATA) ELEVATION: 68.479 OATVM: N.G. V.O. OF 1929 " I WA 7fRI.INE JI' TION SERVI, '.1:·, I \ ' ,,.,) J - ' l 111\ -I· ,- ' CAUTION!! NO CUTTING OF ASBESTOS C£M£NT PIP£ (ACP} IS P£R!./ITT£D. CONTRACTOR SHALL REMOVE ACP TO NEAREST JOINT COUPLING ANO INSTALL ACP ;Pl-t' AOAPT£R ANO TH£ N£C£SSARY Pl-t' S/Z£ ANO CLASS PIP£ TO INSTALL PIP£ TO COMPL£l£ TH£ WA l£R MAIN CONSTRUCTION AS SHOWN. 2 NO I 2 3 ;/ 5 6 7 8 Jo o· 5· ----20' 10' 40' SCALE: 1 • = 20' CURB DATA DELl: BEARING RADIUS LENGTH REMARKS N 05'45'17" £ 1,50' 5• TYPE •c• ROLL£0 CURB &-G b=OO'.J/'43' 146/.00' 13.48' • • i',.=#J'.1319 3.00' 254' • • i',.=34'58'56. 20.00' 259' • • N 037/'14' £ 1.50' • • A=00'30'48. 1461.00' 13.09' • • b -#J'.13'19 3.00' 254' • • -34'58'56. 252' • • WATER DATA BEARING RADIUS LENGTH N ~'27'48' £ i',.-21'26'59" N 89 '38'56' W N 8912'44• 356.00' REMARKS 8. pi,r N CL 200 HG 446 c 900 • • I SH3EET I CITY OF CARLSBAD I SHEETS I f----+---+-------------------+----il------i---f----i ENGINEERING DEPARTMENT 4 f------l--+-----------------t---+--+------1---; DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PtJBlJC INPNOVEJIENT Pl.ANS FOR LA COSTA FAIRWAYS: PUBLIC WATER AND IMPROVEMENTS APPROVED<JY' AC,,< d#'Y-••;( PE 238897'fXPIRui'12-31-05 LLOYD B. HUBBS ..-z,/4:y"S' Cl1Y ENGINEER DA E DWN BY:~~- CHKD BY: ...,Jtl~~ RVWD BY: JLR PROJECT NO. DRAWING NO. C.T. 02-27 414-5 ; \1•,)t)li\_,'()( '/\!1/1()41)\(i/J\!I i'),S c]wq "k·, I.\ '.'<:1:i4 4 !lOr,rr, CMWD Xr•·I•;· ()'.,;.c:.()I: C>40!•-,tr 0/411/llTL; 0)40\fl<; ,)?401.JII. U:!4011'01; 0240G';fJ, 074lbma::i; J24DIPl\''.:-J _,- 021705 c,,., 0 - ,I::.. I 0, I ,-1 :tl I C7 n 't CJ "1 ,1_n :0 10' 20' SCALE: 1" • 20' I ( I 40' ©2004 O'Day Consultants, Inc. NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vfRT!CAL SURVEY CONTROL DESIGNED BY: _T.-T.C.~-DATE: FEB. 2004 "AS-BUILT " DRAWN BY: P.E.F. SCALE: ~ PROJECT MGR.· J.P.S JOB NO.: 02-1!M!L_ 1----------------1 P.E. EXP. ___ _ 271 O Loker A .... enue West Suite 100 Carlsbad, California 92008 760-931-7700 fa~: 760-931-8680 Civil Engin~ring Pkmning Processing Surveying REVIEWED BY: DATE: H ·04-------- RCE: 55187 INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STNEET CENTFRt.lNE JELL MONUMENT LOCATION: CENTFRLINE OF £1. CAl,I/NO REAL AT EN(;NEER's STATION 45#92 PER R.S 1800-f RECORD FROM: COUNTY BENCH LE';fLS {NO. COUNTY l;fRT. CONTROl OA TA} ELEVATION 68.-179 OAT//11: N.G. V.0. OF 1929 t 2 LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SEWER MAIN AH ID NUMBER Ut";:, AH l'll't. Pll't. l'll't. SLOPE LOCATION OF ACCESSHOLE lADDRESSJ COORDINATES LENGTH DIA. MATERIAL UPSTREAM DOWNSTREAM UPS DOWNS X y (FEET) (IN) (,r;) ADDRESS DESCRIPTION ADDRESS DESCRIPTION 10-0222 TO 10-0218 1971062.20/J 6252144.4631 9.78 8 PH:' 1.00% -OR!vE ISi.£ -CAMINO ABIERTO 10-0218 TO 10-0216 1977070. 76-15 6252132 4163 59.02 • • 8.00% -CAMINO ABIERTO -CAMINO ABIERTO 10-0216 TO 10-021'1 19771.J(J.8338 6252154.2951 51.68 • • 1.00% -CAMINO ABIERTO -DR!vE ISLE 10-021'1 TO 10-0212 1977131.2005 62522/D.9696 88.90 • • 5.70% -OR!vE !Sl.E -REAR LOT 10-0212 TO 10-0210 197722-1.9315 62522124946 29.02 • • 13.35% -REAR LOT -PT OF CONNECTlON C.O. No. I TO 10-0222 1977060.6292 6252261.7517 1/J.80 • • 6.00% -DR!"' l"' • -/JDI~ f.c:1/: C.O. No. 2 TO /IJ-0214 1977131.6088 6252274.0642 59.60 • • 7.23% -n1>1!A" '"'' -fll>IIA" '"" AH RIM EL I\H INV. EL AH DEPTH ACCESSHOLE TYPE NO. OF LINES (FEET) (FEET) (FEET) ANG,STD,DE,DRP,SMT) THROUGH AH COMMENTS UPS OWN UPS DWN UPS OWN UPS DWN UPS DWN 3246 J0.89 22.62 2252 9.84 8.3 STD STD I ' 30.89 21.52 22.32 17.60 8.57 9.92 STD STD ' f 21.52 21.70 11.40 16.8.8 10.12 10.8. STD STD I 2 21.70 19.51 16.68 lf.61 11.02 7.90 STD STD 2 ' AH TO BE I ABOvE FG 19.51 20.44 //At 7.67 8.10 127 STD STD ' 2 AH TO BE f ABOvE FG 36.39 3246 29.70 2282 6.70 9.84 STD STD f 1 28.27 21.70 21.58 16.88 6.70 11.02 STD STD ' 2 LAST DOllr/STREAM AH COORDINATES AR£-1977221,375~ 6252215,3250 PUBLIC SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS ' N 897J;i5" W 114.80' a· P. v.c. 2 N 5-l'J5'Jl' W 9.78' • • 3 &09"46'25' 346.00 59.02' • • ,, N 89"3745' E 51.68' • • 5 N 0079:i9' W 74.96' • • 6 L:,. = I 37 8'56 • 60.00' fJ.9-1' • • 7 N 8J'.f.fl'05' W 28.02' • • 8 N 89"37-15' E 60.60' • • ("'v--v,.-~V--~---~~-]\ . V . . . V V V \~ SEWER LATERAL DATA I, ~ LOT I STATION INV. 0 MAIN LENGTH DROP TO MAIN INV. SLOPE (,r; GROUND ELEV. DEPTH REMARKS ~ ' , f f+J0.87 21.85 18.78'• 1.20' JI.Bl' 16.81 36.87' 5.00' ,,. P. 11.C. ' ·" 2 • • 1+71.20 25.•f.2 18.28'• 1.20' J/.22' 28.26 36.22' • • • '.( J --2+01.41 23.62 11.90 • 1.20' .J(J. 42• 35.22 35.42' • • • I - -., 4 .. 4+34. (2.16 44,p'.;, 1.20' /4.3-¥ 2.0. /8.5'1' 4.1' • • ' X I; 5 --4-1-24 . 12.7, !1.0''11-1.20' f'l.5':I: :l.6_ 18 ;_)'f • • • \ 6 . . J+-15.33 16.95 9.38'* 1.20' 2273' 62.06 21.73' • • • 7 -. 1+22.76" 18.6-1 9.38'* 1.20' 2293' -11.87 21.93' • • • I 8 . . 4 .. iq 1~_.47 '7. 01·)1: 1.20' /4.d( /0.() 1"-4* • • • ' 9 --l't.,.n JI. '10 43.0_'i 1.20 ,.,.."f J: ;J.O /'f.4~ • • • 10 • • 1+58.10'' 21.38 o»;• 1.20' 23. 15' 7.72 28.15' • • • • SEWER LA TFRAL TO BE S71/88EO OFF 5 FROAI EDGE OF BUILDING. ., SEWER LINE '8' ALIGNMENT A ~ ~ . A ' -; - o l;i; /o'i (W', /1\ Sf!t!ER L)/;E,l'l{L-fi.EVJSION ~ , , ~ -· , , , I S4ET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT IIIPROYEl/£NT PUNS RJfi LA COSTA FAIRWAYS: PUBLIC SEWER APPROVEDQY f!,• (' p: +-~ ~~ LLOYD B. HUBBS 2-/rl{_e$ ~ 23889 EX ts 12-~CITY ENGINEER D E DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: :.i~B C. T. 02-27 414-5 G \job~\2C02\:J210L0\D/4-:JI04 :lwy Od 12, 2004 11.49,_irn Xrefs: UNUSTR. 0240TPC1, C240GR0; 1)24,JUTL. 02407UTL 0240b'llcp; 0240, 0240IPRO CMWD __ -__ C, :E ,i,. Ci) 0 ;.: .s:. -.s:. I 0,