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DWG 419-8; CT 03-04; HIGHLAND DRIVE SUBDIVISION; 01-08
GENERAL NOTES 1. THIS Pt.AN SUPfRSfDES All OTHER Pl.ANS PREVIOUSLY APPROVfD BY THE: CIT'I' OF CARLSBAD R£GARDING IMPROV£MENTS SHO~ ON THIS SET OF Pt.ANS. 2. APPROVAL CF THIS PLAN DOES NOT LESS£N OR WAI',£ ANY PORTION CF THE CARLSBAD MUNICIPAL CODE, RESQUTION CF CONDJOONAL APPROVAL, CIT'I' STANDARDS OR OTHER ADDinONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PRO£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHAU REVIS£ THE$£ PLANS WHEN NON-CONFORMANCE IS DISCO\£R£D. J. CITY APPROVAL CF PLANS DOCS NOT REllE\£ THE Df\ROPER OR ENG/NEER- OF-WORK FROM RESPONSIBIUTY FOR THE CORRfCTION CF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHAil BE PROMPT!. Y SUBMIT7ED TO THE CIT'I' ENGINEER FOR APPROVAL. 4. A RIGHT-<X'-WAY PfRMIT FROM THE CITY ENGINEER I\ILL BE REQUJR£D FOR ANY WORK IN THE PUBUC RIGHT CF WAY. PRIOR TO PfRMIT ISSUANCE, A CERT/FICA TE CF INSURANCE MUST BE FILED NAMING THE: CJ TY OF CARLSBAD AS AN ADDinONAL INSURED ON THE: PfRMITTfE'S PCA.JCY IN THE: MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LJABIUTY. THE INSURANCE COMPANY WR!nNG THE: PCUCY MUST HA.£ A RAllNG OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABUSHEO BY 'BESTS' KEY RA 11NG GUIDE. 5. NO WORK SHAil BE COMMENCED UN111. All PfRMITS HA',£ BEEN OBTAINED FRO/J THE C/T'I' AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSEO 1/JPRO\IEMENTS ARE NOT CONSTRUCTEO PRIOR TO THE /JfADLJNE DA TE OF THE JMPRO\IEMENT AGREEMENT. l. NO REVISIONS "'11. BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE: CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET CF THE Pt.ANS ANO 1171.E SHEET. B. ORIGINAL DRAWINGS SHAU BECOME THE PROPERTY OF THE CIT'I' UPON f!fJNG SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHAU BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE CF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY \IEH/Ct£S SHAU BE MAINTAINED TO THE PRO£CT SITE AT All TIMES DURING CONSTRUCTION. 11. 'MiERf TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS RfPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO {C) COMPACTION CUR',£5, SHAU BE SUBMIT7ED BY A PROCESSIONAL ENGINEER CF THE STA TE OF CALIFORNIA, PRINCIPAl.L Y DOING BUSINESS IN THE FIEI..D OF APPLJEO SOILS MECHANICS. THE SOILS RIJ'ORT Kfl.L BE SUBMIT7ED TO TIIE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA rs OF COMPt.ETION OF FIELD 1EST5. THE WRITTEN FIELD COMPACTION REPORT(S) SHAU BE IMMEOIA TEI.. Y SUBMIT7ED TO 711£ CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTs. 12. A PR(CONS1RUCDOII MEEDNG SHAU. Bf HfJ Q AT THE SUf PRIOR TO THf BEGINNING OF WORK ANO SHAI..L BE: ATTENDED BY All RfPRESENTA 71',£S RESPONSIBLE FOR CONSTRUC110Nfi_/NSPEC110N. SUPfRVISION. 1ES1/NG AND All OTHER ASPECTS lY' 'mt WORK. _ E CONTRACTOR SHAU SCHEDULE THE Mf:ETING THROUGH THE P£RMIT CLERK(4Jll--J6J4) AT LEAST FIVE(5) WORKING DAY'S PRIOR TO STARTING CONSTRUCTION. APPROVfD DRAWINGS MUST BE AVAII.A8LE PRIOR TO SCHEDUUNG. IJ. All JNSPEC1/0N REOUfSTS OTHfR THAN FOR PR£CONSTRUC110N MEETING 'Nill BE MADE BY CAWNG THE ENGINEERING 24--HOUR INSPECTION R£QIJEST UNE AT g:okjJB-3891./NSPECTION REQUfSTS MUST BE RECf.l\£D PRIOR TO 2: 00 P.M. _ _ DAY BffO/?f llif INSPfCDON IS NEEDED INSPfCDONS Mt! Bt MAOC THE NEXT WORK DAY UNLESS YOU REQUEST OTHERllfSE REQUESTS MADE AFTER 2: 00 P.M. 1\!11. BE SCHEDULED FOR 7WO FUI..L WORK DA rs LATER. 14. THE OWNER ANO/OR APPUCANT THROUGH THE D£1fl.OP£R ANO/OR CONTRACTOR SHAU DfSIGN, CONSTRUCT ANO MAINTAIN All SAFET'I' DfVICES, INCLUDING SHORING, AND SHAI..L BE SOLB. Y RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE AND FEDERAL SAFET'I' ANO HEALTH STANDARDS, LAl+S ANO R£GULA110NS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECllON 5705 BY SUBMlmNG A DfTA/L PLAN TO THE CITY ENGINITR ANO/OR CONCERNED AGENCY SHO'NING THE DESIGN OF SHORING, BRACING SI.OPE: OR OTHER PROVISIONS TO BE MADE CF WORKER PROTECTION FROM THE HAZARD CF CAVING GROUND DURING THE: EXCAVA 11011 OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALi.A TION THEREIN. THIS PLAN MUST BE PR£PAR£D FOR AU. TRENCHES FIVE FEET (SJ OR MORE IN DEPTH AND APPR0',£0 BY 711£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA 110/I. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS fSTARIIStlf/l RY TH£ CQNSTRI/CDOII SAtJJY /l/1/JfRS. DDf' 8 CALIFORNIA ADMJNISTRA 1/VE CODE, THE PLAN SHAI..L BE PREP AREO BY A REG/STEREO ENGINEER AT THE: CONTRACTORS EXPENSE A COPY CF THE OSHA EXCAVA 110N PERMIT MUST BE SUBMIT7ED TO TIIE INSPfCTOR PRIOR TO EXCAVA 1/0N. 16. IF ANY ARCHAEQOG/CAL RESOUl?Cf:S ARE DISCOVERED WITHIN ANY WORK ZONE DURING CQN$1RUCDON, OPERA DONS 'NIii CfASf IM!.IFQIAW ~ AND THE PfRM/TTfE "'11. N011FY THE: CITY ENGINEER. OPERATIONS Hill NOT RESTART UN111. THE PERMITTEE HAS RECf.lIDJ WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. tl. All OP£RA TIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION CF TRUCKS, EARnl MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A/ED GRADING EQUIPM£NT SHAI..L BE UMIIEO TO THE PERIOD BET\1£EN l: 00 A.M. ANO SUNSET EACH DAY. MONDAY THRU FRIDA'( ANO NO EARTHMOVING OR GRADING OPERA110NS SHAI..L BE CONDUCTED ON l'HKENDS OR HQ/DAYS. (A UST CF CIT'I' HOUDAYS IS AVAILABI.£ AT Tllf ENG/NITRJNG DEPARTMENT COUNTER.) 18. All OFF-SITE HAUL ROUTES SHAU BE SUBMIT7ED BY THE CONTRACTOR TO THE CITY ENG/NITR FOR APPROVAL 7WO FUil WORKING DA rs PRIOR TO BEGINNING OF WORK. 711£ CONTRACTOR SHAU BE RESPONSIBLE FOR ANY DfBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESUI. T OF THE GRADING OPERA 11011. 19. NO 81..ASllNG SHAU BE COMMENCED WITHOUT A CITY ENGINEER APPROVfD BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF U11LJTY STRUCTURES ANO FACIUTIES SHOWN ON THE CONSTRUCTION PLANS l\£RE OBTAINED BY A SEARCH OF THE AVAILABLE R£CORDS. ATTENTION IS CAI.LED TO THE POSS/Bl.£ EXISTENCE OF OTHER U11LJTY FACHJTIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DJFF[RfNT FRO!I THAT SHO~ ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRfCAU110NARY MEASURES TO PROTECT THE U11LJ11ES SHOWN ON TH£ Pl.ANS ANO ANY OTHER EXISTING FACIUT/ES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHAU \fJ?IFY THE LOCATION OF All EJ(JS11NG FACILJ11ES (ABO\£GROUNO ANO UNDERGROUND) 'NITH/N TIIE PRO£CT SITE SUFf/C/£NTI.Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS CF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 'Nini THE PROPOSED WORK. 22. THE CONTRACTOR SHAI..L NOTIFY AFFECTED U11UT'I' COMPANIES (SEE BELOW) AT LEAST 7WO FUil WORKING DA Y'S PRIOR TO STAR11NG CONSTRUCTION NEAR T/-IEJR FACIUTIES ANO SHAU COORDINATE WORK WITH A COMPANY REPRESENTA111£. UNDERGROUND SERVICE ALERT SDG&f PACIFIC BEI.L ADEJ.PHIA COMMUNICA110NS COX COMMUN/CA 1/0NS CITY OF CARt.SBAD (STREETS ANO STORM DRAIN) CITY OF CARLSBAD (SEl\£R, WATER ct RECLA/MEO WATER) ' CIVI. ENGINEERING • LIND PLANNING "' rerra Engineerino Inc. 1843 Campesino Pfuce -__--'-"oceanside, CA 92054 Tel.: {76U) 439-ZBOII F= {7BU) 439-2B60 1-800-422-41JJ 1-800-660-lJ4J 1-800-892-0123 760-438-77 41 760-806-9809 760-434--2980 760-438-2722 STREET NOTES t. ACTUAL STRUCTURAL SECTIONS 1\!11. . BE OCIERMINED AFTER "R" VALUE TESTS HA\£ BEEN CONDUCTED BY A PROCESSIONAL ENGINEER OF THE STA TE OF CAUFORN/A, PRINCIPAi..! Y DOING BUSINESS IN THE F/fl..D OF APPLIED $OIi. MECHAN/CS,ON THE PREPARfO BASEMENT SOIL THE "R" VALUE TESTS ANO 711£ ENGINEERED STRUCTURAL SECTION MUST BE SUBMIT7ED TO THE ENGINEERING INSPECTOR FOR RfVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA rs BfFORE THE WORK BEGINS. 2. STREET UGH TS SHAI..L BE INSTALLED AS SHOWN ON THESE PLANS. UNOCRGROUNO CONDUIT RUNS, SERVICE POINTS ANO HAND-HCHS SHAU BE SHO~ ON THE 'AS-BUILT" Pt.ANS. NO D/RfCT BURIAL STREET UGHT FOUNDATIONS llfl..L BE AllOMf:O. All LUMINARIES SHAI..L BE ·cur OFF" TYP£ J. All UNDERGROUND UIIUTl£S ANO LA IERALS SHAI..L BE INSTAU£D PRIOR TO CONSTRUC110N OF CURBS. CROSS GUTTERS OR SURFACING OF STREETs. 4. STORM DRAIN PIPE SHAI..L BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPfS. UP TO 15" PVC MAY BE UTIUZEO PROVIDED DEPnl IS !£SS THAN IS FEET ANO BACKFILLED WITH J/4" ROCK PER SDRSO 5-4 TYPE •c• AND PIPE MEETS AST/,/ STANDARD JOJ4 FOR SOR JS SOLID WAI..L PIP£ . 5. WHERE AN EJ(JSTING PIPE UNE IS TO BE ABA/'IDONED IT SHAU BE REMOVfD 'NITHIN Tl'£NTY FEET OF BUILDING OR STREEr AREAS AND REPLACED WITH PROP£RLY COMPACTED SOILS. IN OTHER AREAS THE PIPE 'Nill BE PLUGGED 'Nini CONCRETE OR R£MOVfD AS APPRO\£D BY THE CIT'I' ENG/N££R. 6. WHEELCHAIR RAMPS SHAI..L BE INSTAI.LED PER REQUIREMENTS OF 1171.E 24, CALJFORNIA ADM/NISTRA 11',£ COD£ l. STREET TREES SHAU BE INSTAI.LED Ff1I SEC110N JV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL B. FIR£ HYDRANT MARKERS SHAI..L BE PLACED /Ill THE STRfET 'NITHIN THE UM/TS OF WORK Of THIS Pt.AN PER SDRS D 1111 Ml 9, 9. All SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHAU BE: RE-ESTABUSHED, PERPETUAT[[), AND DOCUMENTED PER THE PRCH:SSJONAL LAND SUR',£YORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVID£0 TO THE CIT'I' ENGINEERING INSPECTOR. WATER NOTES L \/ATER MAIN AND APPURTENANCES SHALL BE CDNSTRUCTED IN ACCORDANCE \/ITH CITY Dr CARLSBAD ENGINEERING STANDARDS Vll.UMES 2 AND 3 FDR POTABLE AND RECYQED \/ATER STANDARDS DATED JUNE 30, 2004, i!. THE CONTRACTOR SHALL DETAIN AN EXCAVATION PERMIT fR□H THE DIVISl□N l:F INDUSTRIAL SAFETY AND PRDVJDE PR□□r IF OSHA NOT!fICA TJON l!Ef □RE ANY EXCAVATION AND SHALL ADHERE TD ALL PROVISIONS l]f THE STATE C □NSTRUCTI□N SAFETY ORDERS. l BEFORE ANY C□NNECTI□i'I DR SHUT D[]IJN □r VALVES □N EXISTING C.H.\I.D. LINES, A PERMIT SHALL BE OBTAINED FROH THE C.H.w'.D. [JfFJCE AND MUST BE SIGNED AND APPROVED BY THE CITY □r CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC \IORKS MANAGER. 4. A PRECONSTRUCTIOl'I COi-FERENCE MEETING SHALL BE HELD A MINIMUM l]f SEVEl'I (7) DAYS BEFORE C□NSTRUCTl□i'I BEGINS. CDNTACT THE CITY IT CARLSBAD ENGINEERING JNSPECTl□N DEPARTMENT -TELEPHONE Nll <760) 438-389L FDR SCHEDULING. 5. THE C□NTRACTDR SHALL NOT!fY THE CITY [J' CARLSBAD ENGINEERING INSPECTIOl'I DEPARTMENT 48 HOURS PRIOR T□ STARTING \/ORK sa THAT INSPECTION MAY BE PRDVIDED -TELEPHONE N[l (760> 438 -389L 6. ND TREES DR STRUCTURES SHALL BE ALLD\IED IN THE \I ATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRI□R T□ COMMENCEMENT Dr \,IDRK -ANY EXCEPTIONS SHALL REQUIRE \IRITTEN PERMISSl□i'I fR□H Tl£ CITY □r CARLSBAD DEPUTY ENGINEER. 7, ALL BURIED Cll"PER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS □f CATHODIC PR□TECTI□N. If DEVELOPER/0\,INER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERf□RHED IN ANOTHER MANNER, THE DEPUTY ENGINEER \/ILL CONSIDER AN AL TERNA TE f □RM IT PR□TECTI□N. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE l]f MATERIALS Of' THE f!RE LINE LOCATED Jl[Ti/EEN THE DETECTOR Cl£CK VALVE AND BUILDING SHALL BE DETERMINEI BY THE CITY □f' CARLSBAD f!RE MARSHAL 9. ALL REQAIM£D \I ATER MAINS AND APPURTENANCES SHALL BE CDNSTRUCTED IN ACCORDANCE \/ITH THE 'CARLSBAD RECLAMATIJlN RLLES AND REGLLATl□N fOR Tl£ C□NSTRUCTl□N OF' REQAIMED \/ATER MAINS CARLSBAD MUNICIPAL \/ATER DISTRICT.' OCTOBER 1993 DR AS AMENOCD, 10. ALL POTABLE \/ATER AND RECYQED \,IATER SERVICES SHALL BE I' AND All METERS SHALL BE SIB' <UtUSS □T1£R\IISE NOTED ON PLANS). IL ALL \/ATER METER BDXE.S SHALL BE 17' X 30' X 12' Pll. YMER CONCRETE AS MANU'ACTURED BY ARM□RCAST OR EQUAL Ii!. MINIMUM SPACING BETi/EEN POTABLE \/ATER LATERALS AND SE\IER SERVICES SHALL BE 10 FEET. ll THE TOP Of \/ATER HETER BOXES SHALL BE FLUSH \/ITH THE f!NISHED SURF ACE GRADE. SEWER NOTES L ALL SE\IER MAIN AND APPURTENANCES SHALL Jl[ CONSTRUCTED AND TESTED IN ACCORDANCE \/ITH THE CITY IT CARLSBAD ENGINEERING STANDARDS V□LUHE I, GENERAL OCSIGN STANDARDS, CHAPTER 6, OCSJGN CRITERIA FDR GRAVITY SE\JER LINES AND APPURTENANCES AND V□LUHE 3, STANDARD DRA\IINGS AND NOTES DATED JUNE 30, 2004. i!. THE CONTRACTOR SHALL OBTAIN AN EXCAVATl□i'I PERMIT FR□H THE DNISI□N IT INDUSTRIAL SAFETY BEf□RE ANY EXCAVATION AND SHALL ADHERE TD ALL PRDVISl□NS OF' THE STATE CONSTRUCTION SAFETY DROCRS. l BEF□RE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-DF'-\IAY A CITY RIGHT-IF-\IAY PERMIT SHALL BE REQUIRED. 4. BEFORE ANY CDNNECTJON T□ THE CITY'S EXISTING SYSTEM, A \IATER/SE\JER CONNECTION PERMIT SHALL BE OBTAINED fROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND THE PUBLIC \IDRKS MAINTENANCE AND ll"ERA TIONS DESIGNEE. 5. THE CONTRACTOR SHALL N□TlfY THE CITY Of CARLSBAD ENGINEERING INSPECTION, 48 HOURS PRIOR T□ THEIR DESIRE TD BEGIN CONSTRUCTION. TELEPHONE• <760) 438-389L SPECIAL NOTES: CONTRACTOR COORDINATION ON EXISTING WATER AND SEWER PIPELINES THE CONTRACTOR SHALL COORDINATE \/ITH THE CITY □f CARLSBAD All \,IORK RELATING TD THE EXISTING \,IATER AND SE\,IER PIPELINES A CONSTRUCTION SCHEDULE \,IHICH DELINEATES DATES, TIMES AND PROCEDURES PERTINENT TO THE SHUT-DO',/N, CONNECTION TO OR THE ABANDONMENT □r EXISTING FACILITIES SHALL BE SUBMITTED TD THE DEPUTY CITY ENGINEER PRIOR TO THE START OF \,IORK. N□ \/ORK SHALL BE STARTED UNTIL \,IRITTEN ACCEPTANCE BY THE DEPUTY CITY ENGINEER ON THE CONTRACTOR'S INTENDED SCHEDULE AND PROCEDURES HAVE BEEN RESPONDED TO BY THE CONTRACTOR, CITY INSPECTOR AND PUBLIC \,IORKS OPERATI□NS MANAGER Of THE \/ATER SYSTEM. \/ATER SERVICE SHUT-DO\,IN SHALL BE LIMITED TD OCCUR \/!THIN A 6-H□UR PERI□D EXTENDING FROM 9,00 AM T□ 3,00 PH. SE\,IER SHUT-DO\,IN SHALL BE LIMITED TD 4-HOURS EXTENDING fR□H 9,00 AM TD 3,30 PH. THE CONTRACTOR SHALL HAVE IN PLACE A CITY-APPROVED METHOD OF PROVIDING SERVICE T□ THOSE RESIDEN!S \/HERE SERVICE MUST BE INTERRUPTED fOR PERI□DS OF TIME EXCEEDING 6 HOURS. \IRITTEN NOTICE SHALL BE GIVEN T □ EACH HOME□\INER OR RESIDENT AFfECTED BY ANY SHUT-DO\IN AT LEAST S \IDRKING DAYS IN ADVANCE IT Tl£ SHUTD[]IJN. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE IM7H 7HE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NOS. 5520, DATED DEC. 17. 2003 5. THE STANDARD SPECIFICATIONS FOR PUBLIC 'w'ORKS CONSTRUCTION <GREEN BOOK). 6, SOILS REPORT AND RECOMMENDATIONS BY HU ASSOCIATES, INC DATED MAY 21, 2003, PROJECT NO. HA-A871-2 7, THE SAN DIEGO REGIONAL STANDARD DRA'w'INGS AND AS MAY BE MODIFIED BY THE CITY or CARLSBAD STANDARDS. 8. COAST AL DEVELOPMENT PERMIT• NI A 9. STORM 'w'ATER POLLUTION PREVENTION PLAN BY AQUATERRA ENGINEERING INC., DATED APRIL 19, 2004 lAS FLORES VICINITY MAP NO SCALE CITY Of' OCEANSIDE PACIFIC OCEAN 7/j VICINITY NOT TO SCALE CITY OF VISTA MAP 10. STORM 'w'ATER MANAGEMENT PLAN BY AQUATERRA ENGINEERING INC., DATED JULY 22, 2004 LEGEND THE QUANTITIES LISTED BEUN ARE PROVIDED fOR REFERENCE Otl. Y AND DllES NOT RELIEVE THE C□NTRACT□R fROH COMPLETING AN INDEPENDENT ANAL YSJS □r THE QUANTITIES AND COSTS ASSOC IA TED \/ITH THE Jlf'RDVEHENTS REQUIRED f□R THIS PROJECT. I DESCRIPTION D'w'G.NO. /lC PAVEMENT -4' !>Cf 4' ClASS II BASE OR /JS SPECIFIED BY GEOTECHNICAL ENGINEER CONCRElE CURB CONCRElE CURB AND GITTTER CONCRflE SIDEWALK PEOESJRIAN RAMP CONCRElE DRIVCWAY DIKES-ASPHALT CONCRE1£ 10• RCP STORM DRAIN PIPE 36' RCP STORM DRAIN PIPE CURB INLET <TYPE B) STORM DRAIN CLEAN□UT <TYPE A-4) S.D.R.S.O. NO. G-1 (61 S.D.R.S.0. G-2 (lYPE G) S.D.R.S.0. G-7. G-9, G-10 S.0.R.S.0. G-27 (JYPE A) S.0.R.S.D. G-148 S.D.R.S.0. G-5 (lYPE A) S.D.R.S.D. D-2 S.D.R.S.D. D-9 CURB INLET BASKET FILTER SYSTEM AVAILIBLE fR□H BID CLEAl'I ENVIRONMENT SERVJC£S SJDE'w'ALK UNDERDRAIN S.D,R.S.D. D-27 WATER PIPE (lYP£ AND SIZE SHOWN) WATER SERVICE CONNECTION FIRE HYDRANT SEWER PIPE SCWER lAlIRAL WITH ClfANOIJT SEWER MAIJHOI£ S.D.R.S.0. W-21 C.M.W.O. DWG. W4 C.M.W.0. DWG. W12 SYMBOL PER CONSTRUCTION LEGEND --------------------□ □ !l-- -------- QUANTITY 23233 S.f. 609 L.f. 630 L.F. 3117 S.F. 2 EACH 1260 S.f. 35 L.F. 815 L.f. 6 L.f'. 3 EACH 5 EACH 3 EACH 2 EACH 588 L.F. 7 EACH 2 EACH 459 L.F. 7 EACH 2 EACH 1 EACH NO SCALE PVC LINED SEWER MANH0I£ TRENCH RESURf/lCING STREIT SURVEY MONUMENT STREIT SIGNS CllY Of CARSLJlAfl DWG. S-5 CllY Of CARLSBAD OWG. S-7 CllY (lf CARLSBAD OWG. S-1 CllY Of CARLSBAD OWG S-1A S.D.R.S.0. G-24 (lYPE A) S.D.R.S.0. M-10 28 L.F. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DfCLARE THAT I Al,/ 711£ ENGINEER OF WORK FOR THIS PRO£CT, THAT I HA',£ £X£RC/SED RESPONSIBLE CHARGE: O\/£R THE [)[SIGN OF THE PRO.£CT AS DEFINED IN SECTION 57DJ OF 711£ BUSINESS ANO PROCESSIONS CODE, ANO THAT THE DESIGN IS CONS/SIENf WllH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PRO£Cf DRAWINGS ANO SPECIFICATIONS BY THE C/T'I' OF CARLSBAD DOCS NOT RELJE',£ M£ AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PRO.£CT DESIGN. FIRM: AQUA TERRA ENGINEERING INC. ADORESS: 1843 CAMPESINO PLACE CITY, ST.: OCEANSIDE, CA 92054 TEI..EPHONE:/iJ1;~439Y7 /7 BY: /'<_d__ ~fa GARY IPSKA R.C.£ NO.: ~23=0~8=0 _________ _ REGISTRA 110N EXP/RA 110N DA IE: INDEX MAP SEE SHEET 2 LEGAL DESCRIPTION 12\31\05 THAT PORTION OF TRACT 121 OF CARLSBAD LANDS, IN THE CITY OF CARLSBAD , COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEROF NO. 1661, FILE!) IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH l, 1915. APNll 156-200-12, -27 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO'w'N ON THESE PLANS 'w'AS GENERATED BY FIELD AND AERIAL SURVEY METHODS FROM INFORMATION GATHERED BY MELCHIOR LAND SURVEYING. TOPOGRAPHY SHO'w'N HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED 'w'ITHIN ASSESSORS PARCEL NUMBER<S) APNt 156-200-12, -21 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS• N 365, E 1668 BENCH MARK DESCRIPTION• CITY OF CARLSBAD C□NTR□L H□NUHENT I 122 STAMPED CLSB-I22, LS 6215 LOCATION• CARLSBAD VILLAGE DR. 0.1 MILE \/EST □r HIGHLAND DRIVE RECORDED• ~N~GY~D~2~9,__ ____________ _ ELEVATION• 127.19 DATUMo__,.,H"".S.,.,L __ _ BASIS OF BEARINGS OOU811£ STREIT NAME SIGNS RELOCATE TRAFFIC SIGNAL STREIT LIGHTS THE BASIS OF BEARINGS FOR THIS PLAN JS THE LINE BET'w'EEN CITY Of CARLSBAD FIRST OROCR CONTROL POSITIONS CLSBl21 AND CLSB122, PER RECORD llF SURVEY RDS 17271. I.E. N01'03'0B•\,I 1925.22' GIRD REFERENCE DRAWINGS CARLSBAD DRA'w'ING NUMBER 377-2 <SHEET 2) CARLSBAD DRA'w'ING NUMBER 103-3 <SHEET 3) CARLSBAD D'w'A'w'ING NUMBER 132-4 <SHEET 12) UTILITY DISTRICT APPROVAL{S) SHEET INDEX 1 TITLE SHEET, NOTES 2 NOTES AND DETAILS S.0.R.S.0. E-1. E-2 3 NE\,ILAND COURT PLAN AND PROFILE 4 STORM DRAIN AND PROFILES 5 \I ATER AND SE\IER PLAN AND PROF ILES 6 HIGHLAND DRIVE PLAN AND PROFILE CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S).kF.FLOW /$co G.P.M. OUT QE.j_F.H.(S t------------------1BLD • SPRINKLED YES/NO ••• F.ELO..l!l G.P.M. CARLSBAD MUNICIPAL WATER DISTRICT ~ OJCIK D lE ' DEPUTY CITY ENGINEER R.C.E. 33698 EXP. ~30/06 ~UNO-- GARY 7 SKA RC 1£ p~ VJSI□N or, 6 EACH 2 EACH 1 EACH 2 EACH 3 EACH ----~---DATEjilll O '> 23080 EXPIRES 12/31/05 1./z/D W l'>l."0'-'\3(> EXP !Z/11/0'J DATE ~Yv~ INSPECTOR f----+--+-----------f---.J----t-----1--11 SHE.Ell CITY OF CARLSBAD ~3 :==:::=..:::::==E::N=G::IN=E:::ER:::l=NG::':::::::D:::E=P A::R=TM::::::::E::N T====~~=::::::=! t----f--+-----------------f---+-----ll-----+---1 IMPROVEMENT PLANS FOR: HIGHLAND DRIVB SUBDIVISION l------+--+-----------------1----4-----ll----l--~ ENGINEER Of WORK fc:'E VISE $/./EE7 REVISION DESCRIPTION APPROVED LLOYD B. HUBBS.$"' .EXP;RES 12 31 05 ¢J{'(f> OWN BY: ,___DA_TE_~IN_ITI_AL_,__D_ATE_~IN_ITI_AL__, CHKD BY: $S' OTHER APPROVAL CITY APPROVAL RVWO BY: PROJECT NO. CT 03-04 I DRAWING NO. 419-8 PLOT QATE: 8/12/05 • I • ) SPECIAL NOTES TI-IE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO TI-IE CONTRACTOR BY THE ENGINEER OF WORK. THE CllY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND TI-IE CITY WILL NOT BE RESPONSIBLE FOR TI-IEIR ENFORCEMENT. 1) NEITI-IER THE OWNER NOR TI-IE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN. CONSTRUCT, ANO MAINTAIN All SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE AND FEDERAL SAFETY HEALTH STANDARDS, LAWS ANO REGULATIONS. 2) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE or NEW WORK. 3) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT TI-IE UTILITY LINES SHOWN HEREON ANO ANY OTI-IER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 4) CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATNES. FOR LOCATION OF ELEC- TRICAL CABLES, GAS PIPING AND APPURTENANCES, CONTACT TI-IE SAN DIEGO GAS & ELECTRIC COMPANY, TELEPHONE 1-800-660-7343 5) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES ANO SHALL COORDINATE HIS WORK NEAR COMPANY FACILITIES ANO SHALL COORDINATE HIS WORK wrrn COMPANY REPRESENTATIVES. FOR LOCATION Of CABLES AND APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY, TELEPHONE 1-800-892-0123 6) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Of THIS PROJECT, INCLUDING SAFETY Of All PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY ANO HOLD HARMLESS FROM ANY AND All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 7) THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL WATER UTILITIES AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. If THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CAWNG THE ENGINEER OF WORK AT 760-439-2802. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT ANY ADJACENT PROPERTY FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASIN. DIKES, SHORING, ac.) UNTIL SUCH TIME THAT TI-IE PROJECT IS COMPLOEO AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. SIGNING & STRIPING NOTES L THE CONTRACTOR IS RESPONSIBLE FDR INST ALLA Tl□N □F ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TD THE LA TEST CAI.TRANS TRAFFIC MANUAL, CAI.TRANS STANDARD SPECIFICATIONS <JULY 1999 DR LATEST VERSI□N THERE□Fl, THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TD THE APPROVAi. IF Tl£ PUBLIC ll□RKS DIRECTOR DR HIS REPRESENTATNE, PRI□R T□ INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED EY THE ENGINEER or \/ORK AND PUBLIC ll□RKS DIRECTOR PRl□R TD ANY CHANGE IN THE f!ELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTNE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TII□ \/EEKS AfTER INITIAL PAINTING. SIGNING SHALL USE ENCAl'SULA TED LENS REfLECTM Slt:ETING <HIGH INTENSITY DR EQUAL>. 6. PRIOR T□ f!NAL ACCEPTANCE or STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS 1/ITHIN A 500' PERIMETER or Tl£ C □NSTRUCTI□N PROJECT \/Ill BE RESTORED T□ A 'LIKE NEIi' C□NDITI□N, IN A MANNER MEETING Tl£ APPROVAL □r THE CITY INSPECTIIR. 7. EXACT LDCA Tl□N or STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC 1/□RKS DIRECTOR DR HIS REPRESENTATM PRIOR Tll INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGJ:NDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED EY THE CONTRACTOR. 9. ALL PAVD£NT LEGJ:NDS SHALL BE THE LATEST VERSION or THE CALTRANS tt::TRIC STENCILS. 10. LIMIT LINES AND CR□SS\IALKS SHALL DE f!ELD LOCATED. CRDSSIIALKS SHALL HAVE 10' INSIDE DIICNSI□N UNLESS □Tl-!ER\IISE SPECIFIED. 11 ALL CR□SS\IALKS, LIMIT LINES, ST□P BARS, PAVEMENT ARR□IIS AND PAVEtt::NT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERIIISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TD lHE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGl□NAL STANDARD DRAIIJNG H-19. 13. ALL tt::DIAN NOSES AND FLARES SHALL BE PAINTED Y[LJ..□11, 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHD\IN IN THE CAL TRANS TRAFrIC MANUAL UNLESS □THER\IISE SPECIFIED, IS. SIGN POSTS SHALL BE SQUARE PERF□RATED STEEL TUBING 111TH EREAKAIIAY BASE PER SAN DIEGO REGI□NAL STANDARD DRA\IING M-45. 16. \/HEN A SIGN IS A TT ACHED T□ A P□LE, IT SHALL BE MOUNTED USING A STANDARD CITY □r CARLSBAD APPROVED MOUNTING BRACKET 111TH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRIICT □R SHALL BE DELIVERED BY THE CONTRACTOR TD THE CITY ar CARLSBAD PUBLIC \IORKS YARD AT 40S □AK AVENUE. 18. ALL SIGNS SHO\/N ON THESE PLANS SHALL BE NE\I SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SH□IIN AS EXISTING TD RELOCATED DR TO REMA!tl. BENCH MARK DESCRIPTl□N, CITY IF CARLSBAD CONTROL MONUICNT i 122 STAMPED CLSB-122. LS 621S LDCA TI□No CARLSBAD VILLAGE DR. 0.1 MILE \/EST □r HIGHLAND DRIVE RECORDEDo .rHGll.lY~D~2!1,__ ______ =-:-:::::--::-:,--:-:-:,;--- ELEVATI□N• 127.12 DATUMi~H=.S=.L~-- EX. 4• P.C.C. -SIDEWALK B EX. 1YPE "G" CUR AND GUTTER 8' 2.5' 5.5' 2X -V J FlRE HYDRAN EX. TYPE "G' CUR 84' R/W 42' 42' 34' 34' 8' 5.5' 2.5' _LL - _2_00,: ,.oo,i:_ la! . I '---- EX. TYPE "(;' CURB__/ <t. AND GUllER TYPICAL SECTION-CARLSBAD VILLAGE DRIVE (EXISTING) NOT TO SCALE W RIE 10.0' ~11• VARIES I-" EX. 4• P.C.C. SIDEWALK PROPO:ifl) 6 CURB PER S.D.RS.D. G--1 1--10· \ " O'-lR 6 AGG. BASE PROPOSED a• WA !ER 10' ROPDSED II' SE\\£R ROPDSED 18' STORII DRAIN MINIMUM lRAfflC INDEX: 4.5 TYPICAL SECTION-NEWLAND COURT NOT TO SCALE 60' R/W 30· 30 ?o' 20' PA \UJENT \\1D111 PAVl].IENT \\1DTH VARIES VARIES 2: -VARIES , ~MIN. 4' AC OVER 4• AGGR. BASE SEE SlREH NOTE #1) lo' 5.0' 5.0' ?' PROPO PER S.D. SEO CURB AND GUTTER R.S.D. G-2 (lYPE G) HOWN WHERES AND GUTTER \\1i[R[ SHOWN TYPICAL SECTION-HIGHLAND DRIVE NOT TO SCALE NOTE: HIGHLAND DRIVE TO BE DESIGNED PER "ALTERNATIVE DESIGN SlREETS PROCEDURE", MINIMUII lRAfflC INDEX: 4.5 DETAIL: CURB OPENING NOT TD SCALE d. -----------------------------------------------------------------, -,!-r_., -----1 iSREET JISHEET !:i _____________ _ ■ I ~---------------------I - ----'--. i . 1i i ._ _____________ J IL TN 1 /z /0a EXP. lt/!J / b, DATE INSPECTOR l----+---+---------------1r-----1r-----r------r-----'I I SHE2ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT ij...,, ;::IMP:::::::RO===VE~ME::::::N::T::::P::LAN:::::::::::S:::FO::::::::R:::::::::::::::::::::::::::::::::===..':::::::::::~ DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL DA TE INITIAL CITY APPROVAL HIGHLAND DRIVB SUBDIVISION DWN BY:~-~ CHKD BY: /1.if RVWD BY: PROJECT NO. CT 03-04 ' ' ! I ' ' ' ' I ! I I : ' I I . ' I ' 1 I I ' . ' ' I ' • I • I I I • I I I r ! : i : i ' i . ' ' I ' ' • I I I ' I , I ' I ' ' I I ' ! ' ,, l I ' PLOT DATE: 8/12/05 i l I/ ) ~-----""'l"' ____________ """'l' ________ ""l'" ________ ,..... _______ """'l ____ "!""' ___ ...,. ____________ ""'l"' ____________ """'l' ________ ""l'" ___ ...., ____ ,..... _______ """'l ____ "!""' ___ ...,. ____ I""'" ___ "!""' ___ ...,. _____________ ,..... _____ ..... _ ... 180 l--+-----+----t------+-----+----+-------+---------j----+-------+---------j-----+--------t-----i-----------i--------+----1------+-----+----+-------+---------j----+-------+---------j-----+--------t-----7-------180 176 172 168 164 II ~ ~ 0 I: z < ~ .,, N SEE ~ 0 .,; ... -,,,. ✓ ✓ LE 0 0 / d "' ✓ 0 .t-- 0 ~ ✓ d A-"' _,. --II II ti id ~ ~ "' (D ✓ ✓ ✓ E ISllNG GRAD @ STREET Q ------------ T ---......... , T '- --------------------- LffT CU = CL RIGHT CU B = CL ------------------- +0.86' • +0.14' UN SS OlHER SE SHOYM ------- u ----w a::r "' 0 ~ "' -------~ ~ +"' "' ~ 176 168 -------i-----1---------t----+-----< 164 ~ I() + I() --~ I I ~ ~ rr-'0!>'1------:\t$ ---I-::, 0 160 156 152 II 11 11 -~ -: ti id H.G.LL ;;; ;t; 11----+-------¾-+----t-----l?-lf--+--\-+---I-'----+----,i 148 60' \IC GI 2ll, G2~8. 9lli 144 140 0+60 0+80 1+00 EX. PAVEM, S>--+---\--.'1--+--i "" I I I "' l - SUPERVISION BENCH MARK 1+20 1+40 DESCRIPTION, CITY l]f CARLSBAD C□NTRDL H□NUMENT I 122 ST AMPED CLSB-I22. LS 6215 LOCATION• CARLSBAD VIl.lAGE DR. 0.1 Mil.E \/EST IF HIGHLAND DRIVE RECORDED• _.,NG,.._v._.n._._29L,_ _____________ _ ELEVATION• 127,19 DATUM•~M=.S=.L~-- 20 0 ___ ~20 40 Seo.le• 1' = 20' C: \DWG12\CLSB-IP.DWG 1+60 1+80 LOT 1 STRE[T LINEAR llATA NUMBER DIRECTI□N L20 N 55'59'21' E L21 N 55'59'21' E L22 N 55'59'21' E L23 N 55'59'21' E L24 N 55'59'21' E L25 N 55'59'21' E L26 N 34 '02'09' II STREET CURVE llA TA NUMBER DELTA ANGLE C20 09'01'07' C21 19'07'13' C22 10"06'06' C23 09'01'07' C24 19'07'13' C25 10'06'05' C26 09'01'07' C27 19'07'13' C28 10"06'05' C29 42'19'17' C30 212'14'35' C31 90'00'44' C32 69'55'17' ---- 2+00 2+20 2+40 2+60 Q 00-1.B cfs, V!00 4.2 f s 4 .78'-lB' RCP TORM DRAIN @ I.Olli 8" SEWER S E SHEET 5 OTE:: SE: SHE:E:T FOR CU ND CUL-DE:-SAC ROFILES ------- --+------l----+------+-------11-----+-----+----I---------------------------------------j-------t--------j ----- ROFIL N£W ND C URT ( UBLIC) SCALE: H RZ. 1 "=20', VERT 1 "=4' 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 I I g ~ ~ ~ Rs; .? ~ ~, ~~' ~ ~: l!?,' z1 ~J ~ J ................ ------------------- 5+40 5+60 5+80 6+00 6+20 168.14' 6+40 u t1i I w a _, i3 77.39' 18" RCP STORIII DRAIN O 1.01 100=2.B cfs, V100=4 9 fps 5+60 6+80 N 05·33'37" W (R) -------------........ ',, 7+00 ___ ~ _ ___ 385.73'_ _ ___ ---~ !J..55'59'21• E _ fil9 .. ~7J~'--~ _____ .j ___ _ S:SUIJW,1SJON RQIINQAR'f?" ____ _ f \ 1 ~~-~RlfilGHT[_QW~~~Y~U~N~~-,---.----~~~3---------------,---f_--~~ I LOT 8 \ IGHT (J' WAY u 14 C2 1 ., LOT 2 LOT 5 PLAN: N£WLAND COURT (PUBLIC) SCALE: 1"-20' 11 ,/ LOT 6 · II,~ 20' PUBLIC ST□R~ '~ DRAINAGE EASEMENT ,1 PER FINAL MAP ~~"JI I ~ <1> 11 (J) fS 156.27 LOT 7 FOR CONTINUATION SE£ SHEET 4 160 155 152 148 144 140 7+20 22.00' N 55'59'21' DISTANCE DESCRIPTI□N CONSTRUCTION LEGEND CONSTRUCTION LEGEND CONSTRUCTION LEGEND @ DUAL SIDEWAIJ( UNDERDRAIN PER S.D.R.S.D. D-27 96.12' CENTERLINE 166.90' CENTERLINE 51.04' 6' CURB, S.D.R.S.D, G-1 173.20' 6' CURB, S.D,R.S.D, G-1 51.11' 6' CURB & GUTTER, S.D.R.S.D, G-2 75.33' 6' CURB & GUTTER, S.D.R.S.D. G-2 3.58' 6' CURB & GUTTER, S.D.R.S.D. G-2 RADIUS ARC LENGTH DESCRIPTI□N 428.00 67.37 CENTERLINE 472.00 157,51 CENTERLINE 428.00 75.46 CENTERLINE 446.00 70,20 6' CURB, S.D.R.S.D. G-1 454.00 151.51 6' CURB, S.D.R.S.D. G-1 446.00 78.63 6' CURB, S.D.R.S.D. G-1 410.00 64.54 6' CURB 8. GUTTER, S.D.R.S.D. G-2 490.00 163.52 6' CURB 8. GUTTER, S.D.R.S.D. G-2 410.00 72.28 6' CURB & GUTTER, S.D.R.S.D. G-2 100.00 73.86 6' CURB 8. GUTTER, S.D.R.S.D, G-2 36.00 133.36 6' CURB & GUTTER, S.D.R.S.D. G-2 25,00 39.28' 6' CURB & GUTTER, S.D.R.S.D. G-2 25.00 30,51' DIKE -AC, s.n.R.S.D. G-5 <TYPE A) DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN TF ELEVATION, TOP OF WALL ____ ffl ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ____ FG ELEVATION, TOP OF GRAT~ ___ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ___ LP ELEVATION. FLOW LINE ____ FL ELEVATION, FINISHED FLOOR ___ FF ELEVATION, TOP OF STRUCTURE __ TOP ELEVATION, INVERT ELEVATION -~IE ELEVATION, EXISTING ____ (950.50) ELEVATION, PROPOSED ___ 950.50 DETAIL REFERENCE ~ETAIL LABEL \J..)(_;SHEET NO. STURN DRAIN CURVE llATA NUMBER OCLTA ANGLE CID 09'01'08' Cll 19'07'13' C12 10'06'05' STURN llRAIN LJN[AR /)A TA NUMBER DIRECTION LIO N 34 '00'39' 1,1 LIi N 55'59'21' E L12 N 55'59'21' E L13 N 55'59'21' E RADIUS ARC LENGTH DESCRIPTION 417,50 65.72 18' RCP 2000-D 482.50 161.02 18' RCP 2000-D 417.50 73.61 18' RCP 2000-D DISTANCE DESCRIPTION 9,50' 18' RCP 2000-D 48,61' 18' RCP 2000-D 126,83' 18' RCP 2000-D 77.39' 18' RCP 2000-D (D AC PAVEMENT -4' AC/ 4' CIASS II BASE OR /oS SPECIFlED BY GEOlECHNtCAL ENGINEER (J) CONCRITE DRIVEWAY PER S.D.R.S.D. G-148 (D CURB INLET (TYPE 8, L=5') PER S.D.R.S.O. 0-2 @ RCP (2000-Il) STDRH DRAIN PIPE @ CURB OPENING PER DEfAIL "8" ON SHEET 2 (D 6' CONCRITE CURB PER S.O.R.S.D. G-1 © CONCRITE CURB AND GUTTIR P[R S.O.R.S.D. G-2 {TYPE G) G) CONCRITE SIDEWAlK PER S.D.R.S.0. G-7, G-9, G-10 @ PEDESTRIAN RAMP PER S.D.R.S.D. G-27 {TYPE A) (D CURB Jlt_ET <TYPE B-1, L 0 8') PER S.D.R.S.Il, D-2 @) CURB INLET BASKEf FlLTER /oS AVAllA8l£ FROU BIO CLEAN ENVIRONMENTAL SERVICES @) STORM DRAIN CT_[AN□UT <TYPE A-4) PER S.D.R.S.D, D-9 @) STREET SURVEY MONUUENJS PER S.D.R.S.O. 1,1-10 @ TRENCH RESURf'ACING PER CARLSBAD D\IG, GS-24 @ DIKE-/oSPIWJ CONCRITE PER S.O.R.S.D. G-5 (TYPE A) @ CONCRETE C[LLAR PER S.D.R.S.O. D-62 @ STREET LIGHT PCR S.D.R.S.O. E-I, E-2 fsHm7 CITY OF CARLSBAD I SH8EETS I ', .. t----t-----t-------------------11-----+---+----+----i ~ ENGINEERING DEPARTMENT t----t-----+-------------------11----+---+----+----i ' ~----------------r----r--1---------------1 --r--1 --1 -7 IMPROVEMENT PLANS FOR: HIGHLAND DRIVE SUBDNISION PLOT DATE• 7/3/06 ) 168 168 I-a 164 160 156 z 0 0 8 + --I- t; :::, 0 ~ PROPOS8l ~ LOT 6 ~ 1/) 3 ~ "' \l1 0 ti1 164 160 DRl\ot: 156 I 160 160 t= ,3. /4= 1 .41 : ' ~~~7'.-, 158 -.:;·' -~ 158 L• 136.3 ' 11. 156 "~_?.Ot L 6 22. 3' ~ &l ~~ ... '.t~ 156 -a r-·~ ~ ..... '-' "' ;g 154 [1. ~ ;; "' N ;g -~ " -ori "' -u 154 "" "' [ - $ "' ~ l;j 0 R ~--~~ t~ I--...., i ~ 1 ~ -z -i ~ 152 "' ~ --, . 152 -"' ~ I 3 ~ - 150 ...., PRO "'ILE: I CULi-.DE p'AC -~!!~ D CC URT '-' . SCALE: HIDRZ. 1•, 2rf T 1" • 150 -------- 152 " _ H.G.l7' 100=4.4 cfs V100=5.7 9 II I -.R<'P II ---- STORM ---H.G.t QJ DRAIN @ 4.9:1: ORtlllllA!lf o,,4_4 148 ----148 ---- N ~ --EX. 35• R 152 L 30 51' 163 L/4• 7.63' I-"' 163 9: r u, N 162 §), "' 162 "' _d 0 g: 0 0 ~ ci ~~ -~ ----,"? -~ g ; N ? :e d < 0 z. I!!./ 161 ;,' -"' " :e ··-161 ' 167 167 166 ' 166 165 ~ ~ ~ 165 164 ~ <D ---I-: ~- -.,r. 164 163 al 163 162 -I~ ;;;; ~ + ~i . -162 CURB 1 2,26-18 -STORM -DRA/fi :~ ST(}//1,f -it it DRAIN @ 0 5:1: .t .50t a:: I!! a I!! • I!! ----S= - jJ" 'Y~ ~' 161 @ .~ ~r ~ ~ • / \.-TOP F RIGH 161 '~ • ,.'to ... 160 I I I 144 140 7+80 B+DO 8+20 8+40 8+60 . . ' .. . . PRO ILE: p BLIC s ORM RAIN- SCALE: H RZ. 1"=20', VERT. 1"=4' 8+80 9+00 9+20 9+40 IC) r...: IC) - Q ~ LOT 7 FOR CONTINUATION SEE SHEET 3 PLAN: PUBLIC STORM DRAIN-PIPE "8" SCALE: 1 "=20' STORH DRAIN LI/CAR DATA HUMBER DIRECTION DISTANCE DESCRIPTl□N LIJ N SS'S9'21' E 77.39' 18' RCP 2000-D Ll4 II 34'00'39' IJ 145,37' 18' RCP 2000-D us N U'S9'52' E 62.26' 18' RCP 2000-D BENCH MARK DESCRIPTION1 CITY Of' CARLSBAD C□NTRIJ.. MONUMENT I 122 STAMP£D CLSB-122, LS 6215 L16 N 34'01'37' 1J 5,67' 36' RCP 2000-J L17 N 55'59'21' E 21.97' 18' RCP 2000-D LOCATION• CARLSBAD VIl.LAr£ DR. 0.1 MILE 'wEST IT H!Gfl.AND DRIVE RECORDE~ ilNG~Y~D~2~9L,__ ____________ _ ELEVATION• 127.19 DATUM1__,H,,,.S,,,L"'--- 20 0 20 iiL:11---c____ __ l 40 I Seo.le, 1' = 20' C>\DWG12\Ct.SIHP.DWG (PE "B 9+60 9+80 ----- Fl CONCRElE cu PER S.D.R. D. 0-62 10+00 10+20 I ' + I I } I I I J_M-1@: ' I ' __ I _____ _I -~ s I I l '.s! I I -0:: l Q I I I I l I I I I I d,, I I 10+40 I I I I I I I I I I I I I I I I -I --,i- i I I j se ' I I I I I I I I I I I I ' I I I I 10+60 162 160 158 156 154 152 150 148 146 144 142 140 160 144 ' 159 158 157 ~ 156 140 10+80 11+00 155 ~ 154 153 152 1+20 1+30 I-. :::, Fa 162 ~ "-0 'F "'--' 160 d ;,:: ~ ~ ~ "'8 C 158 1.l"F r w_ --"'-'\. -.... r--.... ~ 156 154 152 II 150 ' I I \ q; ai 148 .... it Ii ' 2\l \!l:JJ O 1.61' 146 144 'ROF LE: ,'UBL C S10RM DRAI { 'MER ;ENr.,. Ol r.RFLhW .' "'STE I 142 SCA c.: HOR L 1·=2 • \IERT 1· =4' 140 160 160 159 159 --1' ' / .,,. ~ ';; 159 i::::-1 / ./ -,; 158 158 ROF r.E;N( RTH EAS 'EE 'MR 'TUR '{ 158 NJ WLAl D C< URT AND,HIG, LA.NJ DR VE 157 SCAf HOR _ 1•=1~, \IERT 1· =i 157 0+90 HOO 1+10 1+20 1+30 1+40 1+50 ~· "' ~ 157 . ~ + -I 156 /1~ . .... ~ : ' 1,155 -+ PR~--.-"IG l'I-C rJR" 154 -,..._ NEWLAM co, RT 153 ... ~ SCALE:i HORZ. 1•=20'. \IERT 1 =4' 152 ' 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 -- 1 I L-39. 8' 162 L/4-.82' ,., 162 ~ls 161 t-: ii-"'o ~ .... z 161 -_=> ~ IE "".:, , oO "' ~ "':c ·U -ai ~□ ~ 0 <.!l I> S-1 .Olt 160 "' O..I +z -160 5~ !=' ~ 159 S-1. 2,r;C1. z 159 15B p !WFI E:-.S )UT--:li,X....Cl 1}!1,:T; ETV. 'N. 158 NE 1/'T Ah 1 C2(RT 4ND iIG' DRl ''E 157 SC • HORl 1•~10• \IERT • =2" 157 ~ - I 165 ' . '"' 165 ' L; =13.75 ..... <!) 164 ~ ;&. 164 =-cJ Q "' < - 163 tll~ ~ 163 ..., ~"' "' uo _,4,6J 162 "''s ;;; V , -162 -I I 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 -"' ..-'o "' u -d I CONSTRUCTION LEGEND (V CURB INLET (TYPE B, L=5') PER S.D.R.S.O. 0-2 (j) CONCRETE DRIVE'.IAY PER S.D,R.S.ll. G-14B @ RCP (2000-Dl STORM DRAIN PIPE @) STORM DRAIN CLEAN □UT <TYPE A-4) PER S.D.R.S.D. D-9 @ TRENCH RESURFACING PER CARLSBAD D'wG. GS-24 @ CONCRETE CIJLLAR PER S,D.R.S,ll. D-62 No.23080 SYMBOL LEGEND QESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN..,_ ___ TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE ___ fS ELEVATION, FINISH GRADE.~ ___ FG ELEVATION, TOP OF GRATc_ ___ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ,-,-----FL ..., "' I~ +~ "' 161 "'< <!l <.)I -;:., 0.. '-" g :,:: 1 160 ~= .□:,; C. 159 "' -----__,.,./ I . 161 I-'------- Pli 1Fff1 -ecrj '8-Rl TUR, , 160 IRLSB WV ~~G "DR VE-1 TGHL lND ,.nJVIi SC LE: HO z. I"= rt \o£R 1· =2 159 @) CURB INLET BASKET FILTER AS AVAILABLE rR□ M BI□ CLEAN ENVIRONMENTAL SERVICES ELEVATION, FINISHEO FLOOR __ __,fF ELEVATION, TOP OF STRUCT\JRE __ TOP ELEVATION, INVERT ELEVATION ~___11E ELEVATION, EXISTING ____ ,(950.50) ELEVATION, PROPOSEO ___ 950.50 'K-PERVJSJON OF• DETAIL REFERENCE LEZS:'DETAIL LABEL \1_;,(;SHEET NO. fSHml CITY OF CARLSBAD ~ ~ GARY ulsKA RCE ~====~====~==============================j=====t====t====±===j l___±_j ENGINEERING DEPARTMENT ,-----------------f;~-------r----_-_i;_-_-_-_-_-_-_-_-~------~----_-_-_-_-_-_-_-_-~_-_-_-~Jf-----_-_-_+1------~J---_-_-~_j-_-_-~j IMPROVEMENT PLANS FOR: IL TH HIGHLAND DRIVE SUBDIDSION ____ DATE_<a/Jz/oS- 23080 EXPIRES 12/31/05 z/1/09, {ZQ.~ (; EXP. 12./31/09 DATE AP?OVED LLOYD B. HUBBS :JY ~i;~~~~~:...=====--~.:..::..--twjji_~'lt_~~~~ru:w:::r::=========±==t=j==±=j ~L.,!;-~~~-"".Af..dZl~~a~~ia,~~~t~•~~~---2.,&:,!o,.. rRE~I 'w7ED;eBY•~ z. 't b S·l>Ult...T CITY ENGINEER'f>E23889'7EXPIRES 12 31 05 T~ .1. 1 1 .,;..-,, DAlE INITIAL o•= INITIAL DWN BY: ---PROJECT NO. DRAWING NO. _r, ... .2'. ~,c DAlE INITIAL CHKD BY: /t.~;C T INSPECTOR DATE ENGINEER Of WORK REVISION DESCRIPTION OTI-lER APPROVAL CITY APPROVAL RVWD BY: C 03-04 419-8 PLOT DATE1 8/12/05 ) ' . 030706 I I 180 l--+-------+----l-----+----+----+------+------+----+-----+----1----i--------t-----t-------t------+----j-------t---------t----t------t---------j-----i----------t----------i-----f----------- 176 ----+------+----t------+------+-----t------j-------- 172 164 160 t-I- 148 144 ------/--r-____ _ ------e--------------......... '- '-' E !STING GRAD' / @ STREET Q , , _., ,,--------t------t-----t------'1Pt,, STA = 3+51 00 / DI [IV -177.51 _,,.. MO VC G1=8.9", G2=-l.6,C L ----~~ ---1 ~--• --------------~---~J V Q_ --------.~L-----a. ::c --r----- \ I --------::r --------i----------------------. ·+ ·---120. 1'-8· PVC SE @ 0.801 k - . - z l---l--------+----!------+------+----+------+-------+----+-----+----4f------+-----+----t------+------+----+---------+-------,t-------+------+----""·---t-----t-----------+-----i------- PROFILE: WATfR AND SEWEf. SCA E: HORZ. 1 =20', VERT. 1 "=4' 140 I- . II II -Ti --------- 180 176 172 168 ' 160 156 152 --. - 148 144 140 I--..L ___ __j_ ____ L__ ___ _L_ ___ _j_ ____ _L.__ ___ ---'--___ _____[ ____ _j_ ___ _l_ ___ __J,__ ___ _._ ___ _L ____ L_ ___ __._ ___ __,_ ____ L__~ _ __L_ ___ ~ __ --------. --__ _._ ___ _L ____ L_ ___ -+-___ __,_ ____ L_ ___ -+-___ __,_ ____ L_ ___ -+-___ ~-----'----~----, 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 q ~~ I Na CUTTING [F ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. j1,' I I ~ FOR CONTINUATION OF SEWER SEE SHEET 7 '-----lt\aC;;;ONTRACT□R SHALL REMOVE ACP TD NEAREST J□JNT COUPLING 3 1 AND INST ALL AN ACP /PVC ADAPTER AND THE NECESSARY PVC I ~·-------,.,_,, SEE NOTE 61 ". I "' 'JATEI! CONNECTION SIZE AND CLASS PIPE T□ INSTALL PIPE TO COMPLETE THE I NOTES I D CONTRACT Ill! TD VERlfY Hlll!IZIJNT AL AND VERTICAL LOCA TI□N IF EXISTING UNDERGROUND \/ATER. S£\IER ANO STORM DRAINAGE SYSTEMS PRIIJI! TD TRENCHING FDR NEJ,I RIM '"'-'". 4c INSTIi.Lo 1 EACH 12'X12'X8' rLANGED TEE \IITH TliRUSTBLOCK , SEWER MH + STA. f+89.0D (HIGHLAND DRN>E, STA. 1+05-01 <NEVLAND COURT> \IATER MAIN CONSTRUCTION AS SHO\ltf. C □Nlf:CTINli fACilJTIES. IN THE EVENT ACTUAL LOCATION VARIES SIGNlfIC~NTLY fRDH THAT SHO\IN ON PLAN, THE ENGINEER IF \llll!K SHALL BE N□TlflED PRilll! TD PR\JCEEDING \/ITH INSTALLATION. ALL EXIST. fACilJTIES SHALL BE PROTECTED DURINti ~□NSTRLK:TION. ,1 , IE 148.70 ~ 2 EACH 12' GATE VAL YES <rLANGE X PUSH J□JNT> -!i ~ ~ ''-._;----, .... 1 .. EA~C.,.H-.8'.,--c.G .. AT .. E=V=AL~VE-S....._<r.,.LA~NGE---X=P-U~SH~J□-INFT~>~----__ ---__ ---__ ---__ ---__ ---__ ---__ ---__ ---__ ---__ ~I ____ ---__ ---_ ---__ ----------------------..-<'3""1~ ----=- . <~ 31 ~,..,.-:t~~j'~~:~~::;;;;:~;===='.'.';:~@~ij~ii;:~~:===:'====ccc==;e-;;;;;c==~L~O:T~B~==c=cc=cccCccC::i:OCC:=~;M~ft•M0i66 -~ 29 ~Fl~RE::::::=:~~;;y==~=~~i~-L~4_1==-~;;,,l,.3L:-:-;6~+1~a.1;_.,~_1=~-~-==-~-t~Bj~w·;~·-;Br,;ii~-----~ ~~ lni3 :all, ,1 i:52.,;~ ,§\ ~ ---,~ 2+23.71 RR£ ---C12 ~ .JQBANlCONNECTION __ 5+~_ --;-/'a ,·~-c::,,,., ,-r--• :c 1B :~ ~~--__ .£Qb.40 _+_..:....______ --~ uYD•AN•CONNECllO" -oo 5+60.31 MH .6± lJ 8 EX S£1\!J! C.0../ f / ' I ~~~"'.. i;4'/j-"-------'!.. -~ ~ ' "~ =,CT,', -----4+40-4 -.;; Rlt.f 159.4? 5:c •~rt~11 \3 {3',~oc.e /,,\4 I < I ~ --3 7"A . C41 ~~ ---~•:,;-:;.-,~\~lC.452~ I ~----··-~"'---.,__~_,4-..._-i':£""'L5j ! le --~ 'IE152~7~ ______ 'l' ___ : _ __%__ ____ ____%__1 we \~ ~--+---.... ,, /\"t';'J50 -• • --"' '--· "'C50 i;j:!:! -----• L-r= ------~•!·---':;;Ii-\" ~:: ~---~ ~ 8 tll~ I ~ I'• ',f ,,,-I ..., -----,,,0 w,,.,~_.,.-;!,6-o~ ;] • o ~ R'i --* ~it"' / ,Q i5 ~ _j~½---~.. o I ~ ~ !1'4f~---: @) cJi o _J _.': o :--< "'. ,J, l ,· m LA""" I ~ & .., · 141' ! 1 f" =" ,,_ i/"i!!3f ~ ~ '4it, "' ', to -~ "' 4-3'-_41 ! ~ ;l: L ~ ~ -,_ -, , _, ~o ""~•~""" I 15 "' -__, \::/ • l--'0J O :lif FCC\.J5i 1 5:' ---~ f ct; C51 "' ___i:S!."' -"' "<::I -_, w r-~i\ s+~48 ,.., . :+ ~I : ~-~ _, u ::= r_ --========~ l~-=---L N£VL~Nn ~ouRf ,-~ g; -ul \,,© -----=---=---=---=---=-~======---=.=--r:· ' i I ! ~ :CV) ~ // •: , / I t ' ~ •' ,, . . •• , , 3+_31 ?9 \,I, I \ '• • .·. • ·, ; • rc: I ; r,.. \ -, , " f ~ , ; ~,--~·~-+--~· .='"-b~~:~,,. ,...-~-'====~', ,. . ; : ; I :~ ~~ ~ ', ~,,., i 1--!1MB~FLOY/~ LOT 1 ~ LOT 3 LOT 4 LOT 5 ! LOT 6 I 1i ~ <:---I _ OE\'µ LOT 2 I :: "~-_ __,,._...... i' I/ I I II I I I I l l I 1 I I I I LOT 7 PLAN: WATER AND SEWER SE~ER LATERAL TABLE SCALE: 1 "=20' LOT I.E. AT DROP TO LENGTH I.E. AT SLOPE TOP ar DEPTH BELO\I ST A TION REMARKS WATER LIN£ LJll[tlR DATA MAIN MAIN <RISD <FEET> P.L <PERCENT> CURB <T.c.> T.C. AT P.L I I. I CONSTRUCTION LEGEND NUMBER DIRECTION DISTANCE DESCRIPTION LOT 1 149.57 5.13' 28.0' 155.26 21/. 160.76 5.5' 1+69.22 E\ILAND CRT. @ \/ATER PIPE• 8' PVC PER A'\l'\IA C900 CLASS 150 \12 @ FIRE HYDRANT ASSEMBLY IJITH 2 e<> 4 INCH AND 1 e<> 2-1/2 INCH PORTS '\112 L40 N 55'59'21' E L41 N 55'59'21' E WATER LIN£ CURVE DATA 91.11' 8' PVC A\I\IA C-900, CLASS IS 162.54' 8' PVC A\I\IA C-900, CLASS IS LOT 2 150.40 12.12' 28.0' 163.08 21/. 168.58 5,5' 2+ 72.35 E\ILAND CRT. lfL'i'i□i'i'T_3.,-~15~0";c. 9cf!-----i-o!s"3~.! 9s.'-----t-;;;28,s'';;,O',----i--;16';-:4c-'.s-66c'--t-2:S:Y.;;-. ------t-,1770"'¢.1~6;,i--i5~.5;,;',---;--37+;-:;3c;6~.4:;-4'-----t E\ILAND CRT. i;,L,_;:□~T_4.;-l--'c15~1"':. 9"!-cl c--t-c9f".2=-c3'c-'-+~28~.~0',--+_.16~1~. 7'='0'=--1-2'e'Y.~, --+-"1~6 7?--•~2¥--0 ~5~,5~',---+4:!-+,_,6~1c'c.l'c'c5 ,-------f • u, "'"' • ·u 1 LOT 5 152.56 2.41' 28.0' 155.53 21/. 161.03 5,5' 5+43.30 E\ILAND CRT. BENCH MARK @ I' \/ATER SERVICE \13 NUMBER DELTA ANGLE RADIUS ARC LENGTH DESCRIPTION LOT 6 152.76 1.18' 28.0' 154.41 21/. 159.91 5,5' 5+56.31 E\ILAND CRT. DESCRIPTION• CITY IJ" CARLSBAD CONTROL MDNUt£NT I 122 STAMPED CLSB-122. LS 6215 L□CA TJ□N1 CARLSBAD VILLAGE DR. 0,1 HILE \/EST □r HIGHLAND DRIVE RECORDED• ~N-GY~D-2~9 _____________ _ ELEVATION• 127.19 DATUM•~H=.S=.L~-- 20 o;....-__ ____;;20 40 Seo.le• I' = 20' CIVIL ENGINEERING • LAND PLANNING ·~4D1,mterra Engineerina Inc. 1843 Campesino Pfuce ► ~.,. Oceanside, CA 92054 , -Tele: (760) 439-ZB0Z Fax: (760) 439 Z866 @2' AIR-VACUUM VALVE ASSEMBLY \17A @ GATE VAL VE <rLG'D X PUSH J□JND IJ16 @ THRUST BLOCK/ ANCHOR BLOCK Q9 2' BLO'J □rr / AIR RELEASE ASSEMBLY @ TRENCH RESURr ACING @ 2' \/ATER SERVICE <IRRIGATION) @) 8' SE\IER PIPE @ 4' SE\IER LATERAL AND CLEANOUT @ SE\IER MANHOLE @ PVC LINED SE\IER MANHOLE 'Jl5, IJ19 \16 S.D,R,S.D. G-24 (TYPE A> \14 S-5 S7, SB S-1 S !A C40 09'01'08' 439.00 69.10 8' PVC A\1\/A C-900, CLASS 15 C41 19'07'13' 461.00 153.84 8' PVC A\1\/A C-900, CLASS IS C42 10'06'05' 439.00 77.40 8' PVC A\1\/A C-900, CLASS 15 S[W[R LJN[ LINEAR DA TA ~N.c:U:..::MB:.::E::.:R-+D:..:IR:.::E:.::C.:..:Tl=DNc..__ ___ J!!STANCE L50 N 55'59'21' E ' 70.12' Yl'\ DESCRIPTION 8' PVC <C-900) PREr'f t1NDER THE rERVISI □N □r, -ilo/---~--_DATE]/_fl.J/~.J, GARY LI¢-SKA RCE 23080 EXPIRES 12/31/07 1---+--+-------------+---t--t---il----t ~ crrNriNE~KNG ~~~~~AD rn WATER AND SEWER PLANS FOR: 8' PVC <C-900) HIGHLAND DRIVE SUBDIYISION L52 N 81'09'40' \I 44.11' 8' PVC (SDR-35) S[W[R LJN[ CURVE DA TA NUMBER DELTA ANGLE RADIUS ARC LENGTH DESCRIPTION C50 09'01'08' 428,00 67.37 8' PVC (C-900) CS! 19'07'13' 472.00 157.51 8' PVC (C-900) C52 10'06'05' 428.00 75.46 8' PVC CC-900) ;1, It .ti# r: DATE / ti' \ ,. lnrtfJl,j~':;-fzl:t.:l.;\~ /J~c.·-!.'i lr<~l);c;;/"ifl-i'iT,;;;,,;;;.;,;,-;;,;;;;.;;=;;---;;7,;,;;;;.--+--t---+-;;-;--:--+--::::;~ 7 03 0 n, Rt.PLACE SHEET ORIGINALLY SIGNED 2/23/06 I U.. ,, , OJ 7 03 0 ~i:l.-~~R~EVl~StE 1w~A lE~Rhf,SER"t,VlfC'i;\E~A'1ND~M~ElEffR--=L""OC,,.,A.c,:TIO,,,N'------t------t----f11--'· 't~"f:v::t:'-j_rJ;"-----1 7 03 0 n:. , REVISE SEWER PLAN AND PROFILE .L...-1-.1-- DA TE INITIAL DA lE INITIAL DA lE INITIAL INSPECTOR ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED CONRAD C. HAMMANN dr /4& <~ ~~..u{ q".1'/4~ CITY ENGJt-1 PE339 EXPIRES 6/30/08 6ATE DWN BY: I PROJECT NO. I DRAWING NO. ~~~ ~~~ ¼,/A _ CT 03-04 . 419-8 ____;,q. . C: \DW812\Cl.SB-II' .DWG PLOT DATE1 7/03/06 •''~ ' ✓ i--16_2t---t-----i---t---,---------r------i--------i------t---+----t---i,::,-----1t---i---t---t-----i---t---,---------r--____ I ---,------t-----t---t----t---+--+---t---1--,----t---t---t----t----t---t---t-----t------i-------;---+---+---1-----1i---t---t---t----t----t----t---t-16_27 161 160 EXISll G GRA S=0.36 S _ 5 :ii -------ti"' -------.:',(t~ -= . -------------------=-. ----------2::1.fi5 i--15-9t---it--------t--------t--------,--------_--t-----_-_-Jt---------;---------t---+----t-----i~----1i---i------i--------------~----------~:I ~::-G-A:J ____ i:_ --~~_DJ!---------w=s;~~t--;;:,J-._..,,J:--i f--"15cc8t-~~· ~~--+--+---+---+---,, cc;-+--+-+-+-~:._-+--+--+---/---11------'51,,';'J.,----+--+--+-~.,,--i---l--l--t----':i ':,;--+--A+CE_N_lE+UN_E_i--__l'F"--+--+--+--+-~,__J;Jl]AJJE._:.:=l-----S°~-'!' ~ ~ 157 : HGH D R 161 S=1.29 ____ ____ 160 ~~ -------➔·-=-=-=--=i.----l---1----'c ... ~l-'-'-''--i ':,!;! 159 C,::.,tu0< 0 158 157 '--'-'lS6~-~-~-~-~-~~-~-~-~-~-~-~-~-~-~-~-~-~-~---HORLJ_1•_=1_0~•• c,,'IER_T~l ~=~2-' c--'c~-=--'=~-,--c~-,-,.~-,--,~~~~'c-=--~~~-'c-=-~~~~~-'cc---L-c-,--L--,--L~~Gl~~~~--'=~-'cc-~r-~-,--c,~.,.-L~-,--c~~~~~~~~L..,-~~l~S6'--i 7+45 7+50 7+55 7+60 7+65 7+70 7+75 7+80 7+85 7+90 7+95 8+00 8+05 8+10 8+15 8+20 8+25 8+30 8+35 8+40 8+45 8+50 8+55 8+60 8+65 8+70 8+75 8+80 8+85 8+90 8+95 9+00 9+05 9+10 9+15 9+20 9+25 9+30 9+35 9+40 9+45 9+50 9+55 9+60 9+65 9+70 9+75 9+80 9+85 9+90 9+95 10+00 10+05 FOR CONTIN/JATJON SEE SHEET 3 ~ PCR TC 60.92 ENO CU 18 160.55 I ~16§ f1 \FS 159.7 REMOVE EXISTING PA'IEIIENT STRIPING FOR NEW INTERSECTION CONSTRUCTION LEGEND © CONCRElE CURB ANO GUTTER PER S.D.R.S.O. G-2 (TYPE G) ([) CONCRElE SIOEWALK PER S.D.R.S.O. G-7, G-9, G-10 © PEDESTRIAN RAMP PER S.D.R.S.O. G-27 {lYPE A) @ TRENCH RESURfACING PER CARLSBAD D\IG, GS-24 @ REMOVE PAVEMENT AND BASE AND REPLACE AT GRAOES SHD\IN (@ EXIST. PAVEMENT SA\/ CUT LINE FDR PAVCH[NT R[PLACCH[NT I I I I I I I I @) PAVEMENT TRANSITl□N (STRUCTURAL SECTI□N T□ MATCH EXISTING PAVEMENT> @ EXIST, C□NCRETE S!DE\IALK T□ BE REM□VED BENCH MARK @ EXISTING CURB AND GUTTER T □ BE REMOVED @ DIKE-ASPHALT C□NCRETE PER S,D.R,S.D, G-5 (TYPE A> @ PEDESffilAN RAMP PER S.D.R.S.D. G-29 {TIP£ C) @ TRAFFIC SIGNAL TO 8£ R£LDCA1EO S&~ S'4 7' 8 @ RELOCAlEO POSITION Of TRAFFIC SIGNAL 5€E ~#r ~ @ GRIND t INCH DEEP BY 12 INCH WIDE SlRIP INTO EXISTING PAVEMENT ANO INSTAil M:, PAVEMENT OVERLAY FOR SMOOlH TRANSITION DESCRIPTION• CITY OF' CARLSBAD CDNTRCL H□NUMENT I 122 STAMPED CLSB-122, LS 6215 LDCA TION• CARLSBAD VILLAGE DR. 0,1 HILE \/EST OF' HJGII_AND DRNE RECORDEDo .!lN~GYuPw2c.,9'---------------ELEVATI□N• 127.19 DATUM•~M=.S=.Lf---- LJ l ,I'. D/Kf FDR EXISTING lMPROl'EMENlS SE£ CITY DWG. 377-2 {SHEET 2) AND 10J-J (SHEET 3) ( E,\'. A D!Kf 0 (1.4)Xr:r--__ 7EN-""D:':C"r' ~OF ., -;:::- PAVEMENT iij ~ ~ . ----A~--------1 - (ll.64)% CURB 0 □ 162.08 1B.66' 57+76.13 PLAN: HIGHLAND DRIVE 8' L□NG BENCH AS MANUFACTURED BY \/ABASH VALLEY MANUFACTURING INC. TELE, 1-B00-253-B619 M□DEL ND, PP307D <SURf ACE M□UNTED LEGSl, C□L□Ri BRO\lcJr:-~,...,,,.-........ ------ I GRAVITY RETAINING \/ALL ER S,D,R.S.D. C-9 <TYPE B I A K EXTENSl□N PER S.D,R.S.D, G-7, G-9, G-10 SCALE: 1"=101 I O R□PERTY L:E1 - EXISTING CURB LIi£ ~ ---------~ ------ ~PAINTED LANE STRIPING CARLSBAD VILLAG£~DR=1~VE=--Cctt'TERLI,'IE -- ----------------------~- 163 EX P!D RAMP- 6 .o· --1f-..--1----+--+--+----<i , __ ,___ 2 .O' --1-----i-10 O' -~ 163 t---t---+---+--+---+---,---t---+---+--+---+---t--,""-i / / 156 157 156 No.23080 P. R UN 1-Y-f-HL-,-si.JPERVISJON or, .• ----~fj,-----'-,...4,,✓1..--1,t __ DATE]/Q1/C/..~ GARY /4IPSKA RCE 23080 EXPIRES 12/31/07 I I I I I 161 160 159 15B 157 156 163 162 161 t-----t--------- 158 157 .,.,.,,.-,/ 156 163 6 .ff -1---1--+-----=+--"' ,--+--2 .a· COSS SE<;JJO SCALE:.HOR EX llWFIC StNII. ITO REI.WM IN PlACt) 6 .o· 2 o· /✓ E 10 => bl m g 0 O' u✓ 5'- 10 o· I I I o· --i ~ 162 --· -------+--+--+--i 161 <:> °' ::, I w '-' I z ~ I I i 160 >-"' ~ t1l --~ ~ tl ~ ---- 158 156 fsHml CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT i 163 162 161 160 159 158 157 156 163 162 161 160 159 158 l57 156 I I ' . I . l i I 10 0 10 20 .------------------t----r---J-----------------r--,-,---i--1 IMPROVEMENT PLANS FOR: ---- Seal~• J' = 10' PLAN: BUS STOP IMPROVEMENTS SCALE: 1 "= 1 O' INSPECTOR C: \DWG12\CLSB-IP.DWG L T 0 1../i/og EXP. lz./11/Q°J ~ATE I I DA 1E INITIAL ENGINEER OF WORK REPLACE SHEET ORIGINALLY SIGNED 2 23 06 ADD RETAINING \/ALL, REVISED SE'JER REVISION DESCRIPTION HIGHLAND DRIVE SUBDIVISION APPROVED CONRAD C. HAMMANN $Y · · '7/7/oto CITY ENGINE PE 33 9 EXPIRES 6 30 08 7 oA TE DA 1E INITIAL OTHER APPROVAi. CITY APPROVAL OWN BY: PROJECT NO. I DRAWING NO. ~~~ ~~; ___,_... CT 03-04 _ 419-8 ' ----------PL_□_T_D~AT_E_• 7/03/06 ~l~f ) ' .;-··, . ~71\~b BENCH MARK DESCRIPTJ□N• CITY IF CARLSBAD CONTROL MONUMENT I 122 STAMPED CLSB-122, LS 6215 L□CA TJ□N, CARLSBAD VILLAGE DR. 0.1 MILE 'JEST OF HIGHLAND DRIVE RECORDED• -"N""'GV,..D.__2.._.9'-----------~---ELEVATI□N, 127.19 DATUM•~M=.S-=L __ _ 20 0 20 40 ---- C, \DWG12\CLSB-IP.CWG 164 162 156 ii II TO BE f!EMOVED j I II 154 ei ... "' ~· t--+-" +----;;=:-+-, 1 EXIS NG_1r..8,.t::,:::WE.=R--:1:1::ER::-- 1 1 DWG. 412-8 SHT. 2 ~ "-152 ~ • "' 150 x w \ 148 -· - 146 144 142 140 6+40 ! \ TO B R~' Jl-----f- P, ?OF.LE: 8" SE'i VER IN HIGHLAND S ,ALE: iORZ. 1 •~2< ', VER • 1 •; , : DRIVE 6+60 6+80 7+00 7+20 FOR EXISTING IMPROVEMENTS SEE CITY DWG. 377-2 (SHEET 2) AND 103-3 (SHEET 3) 7+40 -1-_j__ 7+60 -- 7+80 8+00 to ::, .., s I-:,:T w &~ ~ "' V, ~i~~ -• a ~ fu a:: ... v,, ~ ., :::, z --- 8+20 ,n 8 ::c 1/) m - ----~-:------;- I +O+I I ~ !;j EDGE OF EX. PAVEMENTJ + + ../// ~~ G3 ~~ ~ ~ 164 l 162 160 156 154 152 150 148 146 144 142 140 8+40 CONSTRUCTION LEGEND =,\\2_-_~_-,1\---2 __ ,\\L'!!g:~~~~r;!-,\\2_-_-_-,\\-_y__~_-,\\,--_y__,I\---i, ~~ :~ ~ ; @ TRENCH RESURFACING @ 8' SEIJER PIPE <SDR-35) @ SEIJER MANHOLE @ SEIJER CLEANOUT S.D.R.S.D. G-24 <TYPE A) S,D,R.S.D. S-5 ~OB~WJ'NS• S / !! , .,, 4 ~ 1 7 1-~ }3!) (~ 1 s, / /41,~ ; £!~'-'' "' I --+--~ 0 -H ' ~ '~I 8; S.D.R.S.D. S-1 EDGE OF EX. PAVEMENT,/; g ".EX. 8" VCP SEWER 0 BE REMOVED AND ABANDON ~ 0 ": I='"' ~ J; -'+~ + :5; 0,: S.D.R.S.D. S-3 <TYPE A) t:J0. ... .'.,'; ~&1~~~E6¾~N JB L~HOLE : ..,. : ~-=-e'i~ ~ EXISTING CONNECTION NOTE --~ -APN: 156-190-~ ---t -APN~56"'t190-:5 ~--.. -r~~i .- CONTRACTOR SHALL LDCA TE ALL EXISTING S[l.'ER LATERAL CONNECTIONS T□ SEl.'ER T□ BE REPLACED AND PROVIDED I APN. 156-l 90-S7 l.'RITTEN NOTICE rn ALL IMPACTED PROPERTY □l.'NERS AT PLAN: 8" SEWER IN HIGHLAND DRIVE LEAST 48 HOURS PRIOR T□ TRENCHING. Tl£RE SHALL BE N□ SERVICE INTERRUPTION T□ EXISTING SE\IER LATERALS L□NGER THAN FOUR (4) HOURS. THE CONTRACTOR SHALL INSTALL A SE\IER BYPASS SYSTEM, If SERVICE INTERRUPTION l.'ILL EXCEED FOUR (4) HOURS. SCALE: 1 • = 20' SEWER LIN£ LINEAR J)A TA NUMBER DIRECTION ·.·•. LS:i N 33'51'01' E ·, L54 N 33'51'01' E NOTES DISTANCE 113.52' 40.49 DESCRIPTION B' PVC (SDR-35) B' PVC <SDR-35> 1l CONTRACTOR T□ VER!fY H□Rlz□NT AL AND VERTICAL L□CA TI□N [F EXISTING UNDERGROUND IJATER, SEl.'ER AND STORM DRAINAGE SYSTEMS PRIOR TD TRENCHING HJ! t£\I C□NNECTINti fACIL!TlES. IN THE [VENT ACTUAL LOCATlllN VARIES SIGNJFICANTLY fR[J4 THAT SHll\lN □N PLAH. Tl£ EN!ill£ER [F IJORK SflALL BE N□Tlf!ED PRI[J! TD PROCEEDING IJ!TH INSTALLATION. ALL [XIST. FACILITIES SHALL BE PROTECTED DURING CONSTRUCTION. P~ UN~E~EJERVISI □N □F• -----~---0, ---~DATE_z/p__~,~ ~ l-----+---+-----------+----+----+--+-------1 fSHml CITY OF CARLSBAD I SH~TS I GARY PSKA RCE 23080 EXPIRES 12/31/07 1-----t--+------------------t---+--1----+--L.2__j ENGINEERING DEPARTMENT Q ~_....:..._ ____________ _f--1-7-----------------t--t-----,----1 -4 SEWER PLANS FOR: DATE ilNSPECTOR t..'UOf,, ✓ 7 03/01 DA lE INITIAL ENGINEER Of WORK /n 1.1 s-rs v II r /f\ NEW SHEET -ADDED SEWER DA TE INITIAL REVISION DESCRIPTION O1HER APPROVAL HIGHLAND DRIVE SUBDIVISION APPROVED CONRAD C. HAMMANN !Tr 'J..7,-d &,_ DA lE INITIAL CITY APPROVAL A ---• ,_ • •~ '7"•" 1 -,,1"1 4 ~ .::>(Q Cl TY ENGINEEl!??E 3306°"' EXPIRES 6 /30 /08 A TE DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: --CT 03-04 419-8 RVWD BY: ~. PL□T DA l E• 7 /03/06 1 I t1liiflli! / GENERAL NOlES 1. Thi■ plan supersedes an other plans previously approved by the. city of carlsbod regarding improvements shown on this set of plans. 2, Approval of this pion does not lessen rx wotve any portion of the carlsbod municipal code, resolution of conditional approval, city standard■ or other additional documents listed hereon 01 they may portoin to this project The engirieer in responsible charge shall revise these plans when non-conformance ls discovered. J. City approval of plans does not rel1ev1 the developer or eniine~-of-work from responsibility for the correctlon of error■ and omissions discovered during construction. All plan revision11 shall be promptly submitted lo tho city englneer for approval. 4. A right-of-way permit from tho city engineer wiU bo required for any wor1< in tho pubnc right of way. Prior to permit issuance, a certificate of insurance must be flted naming the city of carlsbad 011 an additlonal insured on the permittee'o policy in the minimum amount of $1,000,000.00 for each occurrence of liability. Tho insuronco comoanw wri1iog the policy must hgvo a rating of ·r1 and a slza category of doss v 01 established by ·bests• k~y ratirg quid&. 5. No work shall be oo_mmenced untl aU permits have been obtained from the ctty and other appropriate agencies, S. Revision of these plans may be requ1red if the proposed improvements are not constructed prior to the deadline dolo of the improsement agreement. 7. No revisions will be mode to these plans without lhe written approval of the city engineer. noted within the revision block. on the appropriate sheet of the plan■ and title sheet. 8. Original drawings shall become the property of tho city upon being signed by the city engineer. 9. The orlg1na1 drawing shall be revised to reflect cs-built conditions by the engineer-of-work prior to final acceptance of tho work by the city. 10. Access far fire and other emergency vehicles shall be motntatned to the project site at all times during construction. 11. Wl1oro trenches aro within city easements, a sofls report comprised of (a) summary sheet, (b) laboratory work. sheets ond (c) cornpoction curves, sholl be submitted by a professional engineer of the state of california, principally doing business in the field of appfied soils mechanics. The son■ report wiU Qe submitted to the city engineering inspector within two working da)'S of completion of field tests. The written field compactton report(s) shall be immediately submitted to the city engineering inspector upon completion af the field lesto. 12. A preconstruction meeting shall bo held at the site prior to the beginning of work and shall be attended by alJ representatives i-esponsible for construction, inspection, supervision, testlng and oil other aspects of tho wor1<. Tho contractor shall ochedulo the meeting by calling tho inspection line at (760) 438-3891 at least five (5) working doya prior to starling construction. Approved drawings must be avaftoble prior to scheduling. 13. All inspection reauest1 other than for the preconstruction meeting will ba mod& bY calling tho englneering 24 hour inspection request Hoo at (76Q) -438:-3891, lrspection request, must ba received ortoc to 2· 00 p hA On tt11 doy befort the lo:,pection ii needed, lnspecttona will be made the next work day unleso )'OU requeot otherwise. Roqueots made ofter 2: 00 p.M. Will bo scheduled for two full work day, later. 14. Tho owner ond/or applicant through the developer and/or contractor shall design, construct and maintain all safety devices, including shoring, and shall be solely responsible for conforming to all loco!, state and federal safety and health standards, low1 and regulations. 15. Tho contractor shall conform to labor codo section 6705 by submitting a detaU plan lo the city engineer and/or concerned agency showing the design of shoring, bracing slope or other provisions to be mode of worker protection from the hazard of coving ground during the excavation of such trench or trenchea or during the pipe installation therein4 This plan must be prepared far all trenche1 ftva feet (5') or more in depth and approved by tho cit engineer and/or concerned agency prior lo excovotian. !Llbt plan varies from the shorin n r Ii he · caHfornin admioislratJve code. tho plan shall b1 prepared by a registered engineer: at th■ contractor•, e:?!Oensa. A copy of the osha excavation permit must be submitted to the inspector prior to excavation. 11!5. If any orchaeclogical resources are discovered within any work zone during construction, operotlone will cease immediately, and the permlttee win notify the city engineor. Oporationa will not restart untU the permlttee has received written authority from the city engineOI" to do so. 19. No blasting shall be commenced without a city engineer approved blasting program. 20. Tho existence and location of utility structures and facilities shown on the construction plans were obtoined by a search of the avollable records. Attention ii called to the possibla existence of other utility facilities or structure■ not shown or in a locotlon different from that shown on the plans. The controctor ii required to tok• due precautionory m"eosures ta protect the utilities shown on the plans and any othor existing facnities or structures not shown. 21. The contractor shall verify the location of aH existlng focllltles (above ground and underground) within the project site sufficiently ahead of the construction to permit tha revisions of the construction plane if it is found that the actual locations are In conflict with tho proposed work. 22. Tho contractor shoB notify affected utiity companies (seo below) at least two fuU working days prior to starting construction near their facilitiea and shall coord1nat1 work with a company representotlvo. PROJECT LOCATION or OCEANSIDE 7a PACIFIC OCEAN CITY or ENCINITAS CITY or VISTA q.c:f} CITY Of' .____-.~SAN MARCOS VICINITY MAP I POLE ANO EQUIPMENT SCHEDULE OCA-STANOARD SIGNAL LUMINAIRES VEHICLE PED. PED. P.B. TURN E.V.P.E. CONTROL TION TYPE ~AST ARM M.A. WATTS SIGNALS SIGNALS PED.-QUAD. SIGNS PHASE MTG. DIST. @ 26-4-70 4o' 15' 200w MAS g11 SV-2-T SP-1-T E--4 N R73-3 2+5 LPSV MAS 9l6 1112,1!6 1!6P (36'x36") ® 1-A (10') TV-1 SP-1-T 6-+ E ----g)4P --1!8 © 178-2-70 2f1 ,t 200W MAS tl8 SV-1-T SP-1-T -s E 4+8 -!.PSV tl8 lf8P ® 1-A (1o'} TV-2 SP-1-T a-s ----lf6P --115,'8 © 26-4-70 40' 15' 200W MAS g)5 SV-1-T SP-1-T E--8 s R73-3 1+6 LPSV MAS f2 1112 lf2P (36"x36") ® 1-A (10') TV-1 SP-1-T 2-+ w ----~ --~4 ® 17B-2-70 20· 1t zoow MAS ¢4 SV-1-T SP-1-T +-2 w --LPSV 114 11)4P ® 1-A (10') TV-2-T SP-1-T 4-+ N ----11)4P --11)1,f2 SIGNAL STANDARDS TO llE RROCA 1£0 SHOV.W IN B(lUI I ' I PHASE DIAGRAM I jJ 1.1 lJ ±l t l NOT ' 0 ... USED CROSSWALK _§J .§J '.TI NOT _j USED m J J POLE LOCATION DETAIL NOT TO SCALE EMERGENCY OPERATION: All PHASES FlASH RED 200' TO LIMIT UNE "DECLARATION OF RESPONSIBLE CHARGE" I HE:REBY OCCI..ARE THAT I Af.l Tl-/£ £NGIN££R OF WORK FOR 71-1/S PROJECT, 71-IAT I HA\,£ £X£RC/S£D R£SPONS18LE: CHARG£ OVER 71-1£ DESIGN OF Tl-/£ PROJECT AS DEFINED IN SECTION ll70J OF 71-IE: BUSINESS AND PROFESSIONS COD£, AND 71-IA T 711f DESIGN IS CONS/Sn:NT WfTH CURRENT STANDARDS- / UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD DOES NOT R£L1£V£ M£ AS £NG/NEER OF WORK, OF MY R£SPONSIB/UTIES FOR PROJECT DESIGN. FIRM: KIMl.£Y-HORN AND .4SSOCIA 1E'S ADDRESS: 511 FOURTH A\£/WE Cl7Y, ST.: SAN ~ ~CAlfORM:!!!,!!i--""'-""-A-------,--,,-- ID..£PHON£: 619-2.34-0fll BY: JON Al. cru.JHS (NAME R.C.E:. N0.:~82090=~---------- REGISTRA TION E:XPIRA TION DA TE: 09/J0/2()01 DA TE: 06/05/2006 R/W o· - r/ - O' - - - TYPE • A" SIGN DOUBLE FACE Highland - Carlsbad VBlage Dr - Highland Carlsbad Village Dr w > -cc 0 0 z :3 I CJ -I - I POLE LOCATION REMARKS A B EXISTING EXISTING EXISTING EXISTING t 8' ll t 5' al EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING I CONDUIT ANO CONDUCTOR SCHEDULE I I AWG I CIRCUIT I&: CONDUIT RUN # I :J&l~&l/2\1&1&l&JA\JL111.11!& SIGNAL POLE A -./ / / Y2 ./ ./ ./ / / ./ / /2 CABLES: POLE B ./ ./ Y, V, ./ ./ ./ / ./ ./ / Vi 3-CON-POLE C / V, / V, ./ ./ / / / / / /i ' -WORK TO BE DONE , The improvements consist of the following woric to be done according to thi1 : plan and: I. The City of Carlsbad Special Provisions. 2. California Dept. of Transportation Standard Specificotiona {2002 or late~t revlslono thereof). -- 3. CaUfomlo Dept. of Transportation Standard Plans (2002 or latest revision• f thereof). ' 4. Federal Highway Administration (F'HWA) Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by tho MUTCD 2003 California ; Supplement. 'i 7 POLED / V, ./ V, ./ ./ POLEE ./ / ./ ./ ½ 1./ POLE F ./ / ./ ./ ./ ./ 12-CON- / / ./ / Y2 1./ ./ / V, ./ ./ / / /, ./ 1/z ./ Vi 5. Standard Spec!ncatlon1 for Public Worl<o Construction (2000 Edition or latesl revisions thereof). 6. San Diego Areo Regional Standard Drawings (2003 Edition or latest revision . thereof). ' ,,;· / ./ ./ ./ ./ ./ / Yi / / ./ /\ DUCTOR POLE G POLE H / ./ / / ./ ./ ./ / ./ ./ ./ /\ I DETECTOR SCHEDULE I TOTAL SIGNAL CABLES / ½ V, 1/5 Y, ./ l/2 I¾ ./ ½ ./ I<,, NO. PHASE SLOT TERMINAL # 14 P.E.U. 3 3 3 FUT. AUD. PED. SIG. CLOCK 2 2 4 2 2 2 4 1 8 J6U T5-9&10 2 2 12U T2-5&6 TOTAL #14 2 2 4 2 2 5 3 4 3 2 13U T2-9&10 I # 10 I LUMINAIRES I 12 I 2 I 2 I 2 I 2 2 I 6 I # 8 I STREET LIGHTING I 12 I 2 I 2 I 2 I 2 2 I 6 I '6 I SERVICE I I I l I I I z 4 2 12L T8-7&8 5 5 J1 U T3-1&2 6 4 16U T4-9&10 l OPTICAL DElECTOR (EV-DLC) l I 2 I 3 I 1 I 1 I I 4 7 6 J2U TJ-5&6 11)1 11)2 BDLC 114 11)5 1!6 g)8 TOTAL BDLC CONDUIT SIZE NEW CONDUCTORS SHOWN IN IIOU) NEW CONDUIT SHOWN IN 8Dt.D 1 J 4 "" CONSTRUCTION NOTES 1 1 J 4 1 • If) • "' ~ 1 3 1 1 3 1 1 5 1 1 4 ':n • • • • • "' "' ~ "' "' "' OJ Existing T:,pe Ill-Bf service equipment cabinet. 1 8 6 JJU T3-9&10 3 9 6 J2L TJ-7&8 1 1 10 1 i1U T2-1&2 3 PPB 2 112U T8-4&COM 6 1 10 PPB 4 112L T8-5&COM 6 PPB 6 113U T8-7&COM 9 • • • ...., N "' I PPB 8 113L T8-8&COM 9 "' EVP 2+5 J12U T9-4&COM 5 EVP 4 J13U T9-7&COM 9 EVP 6+1 J12L T9-5&COM 6 EVP 8 J13L T9-8&COM 9 FlASH --114U T8-10&COM 12 No work required. (l] Existing controller. cabinet, and appurtenances on existing foundation. Contractor lo reconnect any equipment that may be disturb during signal modif"teotlon. Contractor to ensure thot the controller operation 1s the same as the before construction condition after construction is complete. •• [II Existing turn control signs. No work required. [!) Relocate existing 1-A pole to location shown. @] Relocate existing 178-2-70 pole to location shown. .., ::, ~·· NO UTURN R7.3-.3 SIGN DETAILS NOT TO SCALE "~~LT" :i1 ~o.23080 I< ,,,~ /.-:--. -z,l1-Lo" "'(f C 1~-/',.,. Jl('' 1.;lf.. Rt, E;P. ti _l 11 L ()fJ_ 0/'cp: DATE REVIEWEU z/41--/,y l~-R--DATE I SaTI CITY OF CARLSBAD I S8TS I ENGINEERING DEPARTh1ENT lldPROVEMENT PLANS FOR: SIGNAL MODIFICATION AT CARLSBAD VILLAGE DRIVE/ HIGHLAND DRIVE ~RO:'£DJ•:-ul", ~__,, : _ •L 71> lc/i, ..., l"'T. , llS-J>OI\.. T CITY ENGINE~ PE r EXPl~ES z/~-24 DAT I ' DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:7d-CT0:3·04-4-;q,a ENGINEER Of WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RIIWD BY: )