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HomeMy WebLinkAboutDWG 440-9; MS 04-18; EUCALYPTUS LANE; 01-03GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSL Y APP RO VEO BY THE CITY OF CARLSBAD REGARD/NC IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONOIT!ONAL APPROVAL, CITY STANDARDS OR OTHER AOOIT!ONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS MIEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENCINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NC CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP7Z Y SUBMITTED TO THE CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AODIT!ONAL INSURED ON THE PERMITTE['s POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE STREET NOTES I. ACT/JAL STRUCTIJRAL SECT/ONS WILL BE DETERMINED AFTER "R' VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DO/NC BUSINESS IN THE RELD OF APPLIED SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTIJRAL SECTION MUST BE SUBMITTED TO THE ENC/NEER/NC INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. COMPANY WR/T!NC THE POLICY MUST HA VE A RA TING OF '.4-" OR BETTER ANO A SIZE CA T[CORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/OE. 2 STREET UCHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL 8£ SHOWN ON THE "AS-BUil r PLANS. ND DIRECT BURIAL STREET LICHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHOULD 8[ ·cur OFF" TYPE 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAI/£ BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MA Y BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE OAT£ OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MAO£ TO THESE PLANS WI TH OUT THE WR/ TTEN APP RO VAL OF THE CITY ENGINEER, NOTED WTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO Till£ SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY £JIG/NEER. 9. THE ORIGINAL DRAWING SHALL 8£ REV/SEO TO REflECT AS-BUILT CONDITIONS BY THE ENC/NEER-OF-WORK PRIOR TO ANAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR RR£ ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCTION. 11. W'r!ERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A} SUMMARY SHEET, (B} LABORATORY WORK SHEETS ANO (C) COMPACT/ON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL £JIG/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACT/ON REPORT(S} SHALL BE l!J!JEOIATELY SUB!J/TlEO TO THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEET/NG SHALL BE HELD AT THE SITE PRIOR TO THE BEC!NNING OF WORK AND SHALL BE ATTENO[D BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECT/ON. SUPERVISION. TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEET/NC THROUGH THE PERMIT CLERK (760} {438-389.1) AT LEAST FIVE(5} WORKING DAYS PRIOR TO START/NG CONSTRUCT/ON. APPROVED ORAH1NCS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECT/ON REQUESTS OTHER THAN FOR PRECQNSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEER/NC 24-HOUR INSPECTION REOU£ST LINE AT {160) 438-3891./NSPECT/ON REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECT/ON IS NEEDED. INSPECT/ONS WILL BE MAO£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER 2: 00 P.M. MLL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE Ol'INER ANO/OR APPLICANT THROUGH THE DEi/ELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LA/15 ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO[ S[CT/ON 6705 BY SUBM!mNG A DETAIL PLAN TO THE CITY ENC/NEER AND/OR CONCERNED AGENCY SHOW/NC THE DESIGN OF SHORING, BRACING SLOP/NC a'! OTHER PROVISIONS TO BE MADE OF WORKER PROTECT/ON FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VA 1/0N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE !NSTALLA TION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES Al/£ FEET (5) OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED ACBICY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. Till£ B CALIFORNIA ADMINISTRA T!VE COO£ THE PLAN SHALL BE PREPARED BY A REGISTERED £NC/NEER AT Tli[ CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO [XCA VA 1/0N. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY @'i'K ZONE OUR/NC CONSTRUCTION, OPERA llONS WILL CEASE IMMEDIATELY. AND THE PERM/TT£[ WILL NOllFY THE CITY ENC/NEER. OPERATIONS WILL NOT RESTART UNT/L THE PERM/TT££ HAS RECEIVED YtRITlEN AUTHORITY FROM THE CITY [NC/NEER TO DO SO. 11. ALL OPERA T!ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARll/RE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED GRAD/NC EOUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7.·00 A.M. AND SUNSET EACH OA Y, MONDAY T!-IRU FRIDAY AND NO EARTHMOVING DR GRAD/NC OPERATIONS SHALL BE CONDUCTED ON YIEEKENOS OR HOUOAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENC/NEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE Cl TY ENC/NEER FDR APPROVAL TWO FULL WORKING DA YS PRIOR TO BEC!NN/NC OF WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT[ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLAST/NC SHALL BE COMMENCED MTHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCA 1/0N OF UT/LITY STRUCTURES AND FAC/LIT/ES SHOl'IN ON THE CONSTRUCllON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENT/ON IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UT/UTY FACILIT/ES OR STRUCTIJRES NOT SHOl'IN OR IN A LOCATION DIFFERENT FROM THAT SHOl'IN ON THE PLANS. THE CONTRACTOR IS REQUIRED TD TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXIST/NC FACILIT/ES OR STRUCTIJRES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/LIT/ES (ABOVEGROUND AND UNDERGROUND} WITHIN TH[ PROJECT SITE SUFAC/ENllY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONfl!CT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/LITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR TO START/NC GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDC&E (800)660-1343 SBC (800)892-0123 ADELPHIA COMMUN/CA 1/0NS {160)438-1741 COX COMMUN/CA 1/0NS (760)806-9809 CITY OF CARLSBAD {STREETS & STORM DRAIN} (160)434-2980 'CITY OF CARLSBAD (SEY/ER, WATER & RECLAIMED WATER} (160)438-2722 'SAN 0/ECU!TO WATER DISTRICT (160)633-2650 'LEUCADIA WASTEWA T£R DISTRICT (760)753-0155 'VALLEC!TOS WATER DISTRICT (160)144-0460 'OLIVENHAIN WA T£R DISTRICT (760}15.J-6466 'BUENA SAN/TA 1/0N DISTRICT (160)126-1340 'AS APPROPRIATE 2006 O'Da Consultants Inc. 3. ALL UNDERGROUND UTILIT!ES ANO LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO /5" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKRLLED WITH 3/4' ROCK PER SDRSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIP£ 5. MIER£ AN EXIST/NC PIPE UN£ IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY £JIG/NEER. 6. W'r/EELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 1/llE 24, CAUFORNIA ADMIN!STRA T!VE COO£ 1. STREET TREES SHALL BE INSTALLED PER SECT/ON IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL ANO LOCAL RESIDENTIAL STREET STANDARDS. 8. RR£ HWRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF Tli!S PLAN PER SORS owe !J/9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE 0/Sll/RBED BY THIS WORK SHALL BE RE-[STABLISH[O, PERPEll/A TEO, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. ta TWO (2) SETS OF SURVEY {CUT} SHEETS SHALL 8£ PROVIDED TO THE CITY [NC/NEERING INSPECTOR. Jl'ATEB NOTES I. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2 & 3 FOR POTABLE ANO RECYCLED WATER STANDARDS DA TED JUNE 30, 2004. 2 THE CONTRACTOR SHALL OBTAIN AN EXCAVAT/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIACAT/ON BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECT/ON OR SHUT DOWN OF VALi/ES ON EXIST/NG C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFRCE AND MUST BE SIGNED AND APPROl/£0 BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELO A !J/N/1,/UM OF 1 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENC/NEERING INSPECT/ON 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE NO. 760 438-389!) FOR SCHEDULING. 5. NO TREES OR STRUCll/RES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCll!RES SHALL BE RE/JOI/ED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPT/ONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENC/NEER. 6. THE EXACT HORIZONTAL AND VERT/CAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE UN£ LOCATED BETWEBI THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD RR[ MARSHAL. 1. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENC/NEER/NC STANDARDS VOLUME 2 & 3 FOR POTABLE AND RECYCLED WATER STANDARDS DATED JUNE 30, 2004. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOOIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECT/ON CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER MLL CONSIDER AN AL TERNA 111/£ FORM OF PROTECT/ON. Clll1fl) CONSTBllCTION NOTES I. ALL POTABLE WATER SERVICES AND RECYCLED WA T£R SERVICES SHALL BE I' ANO ALL POTABLE WA T£R METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS) 2. ALL WATER METER BOXES SHALL BE I1"x30"x12' POL YIJER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE RNISHEO SURFACE GRAD£ SETfEB NOTES I. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CITY OF CARLSBAD £JIG/NEERING STANDARDS VOLUME I, GENERAL ENGINEERING STANDARDS, CHAPTER 6, DESIGN CRITERIA FOR GRAVITY SEY/ER LINES AND APPURTENANCES ANO VOLUME J, STANDARD DRAWINGS ANO NOTES DATED JUNE 30, 2004. : LA TEST EDIT/ON, AND THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST £0/TIDN (GREEN BOOK} 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO TH[ 0/STR!Crs EXIST/NC SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE 0/STR!Crs [NC/NEER ANO SUPERINTENDENT. 4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOT/FY THE CITY OF CARLSBAD ENGINEER/NC INSPECT/ON 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. (TELEPHONE NO. [160} 438-3891) L NO SCALE \ I I l DECIABATION OF RESPONSIBLE CIIABGE I HEREBY DECLARE THAT I AM THE [NG/NEER OF WORK FOR THIS PRaJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON TH[ PRaJECT AS omNEO IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIRCATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENC/NEER OF WORK, OF MY RESPONSIB/LIT/ES FOR PROJECT DESIGN. OVAY CONSULTANTS, INC. 2710 WEST LOKER AVENUE CARLSBAD, CALIFORNIA 920 ID (760) 931-1700 £/L. THOMAS L. GUINN R.C.£ NO. 69011 OAT£: Z.·Z.2.-07 EXP. 6/30/08 CITY OF OCEANSIDE PACIFIC OCEAN \ CITY OF ENCINITAS VICINITY MAP NO SCA/£ NQlFI/ ' 1 SHEET INDEX I 2 3 NOTES & LEGEND SECTIONS & DETAILS STREET IMPROVE/JENT PLANS I ' PROJECT LOCATION I I I I THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NO. 208-040-05. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 2000 £ 6231 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOl'IN ON THESE PLANS WAS GENERA TED BY AERIAL TOPOGRAPHIC SURI/EY BY PHOTO C£f}{J[f/C CORPORATION BASED UPON DATA GATHERED ON JANUARY 23, 2006, FEBRUARY IJ, 2006, FEBRUARY 21, 2006, AND MARCH 13, 2006. TOPOGRAPHY SHOl'IN HEREON CONFORMS TO NA 1/0NAL MAP ACCURACY STANDARDS. .· DEVELOP.EB: FAMILY REAL ESTATE ENTERPRISES, LLC. 560 N. COAST HICHWA Y 101, STE I ENCINITAS, CA 92024 REFERENCE P.lANS 36.9-1A, 369-1 CARLSBAD MUNICIPAL WATER DISTRICT DAVID A. HAUSER DATE Jl'ORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOW/NC DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENC/NEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. PLANNING COMMISSION RESOLUT/DN NO. 5942 THRU 5945, DA TED AUGUST J, 2005. 5. THE STANDARD SPEC/RCA 1/0NS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK}. 6. SOILS REPORT ANO RECOMMENDAT/ONS.BY GEOSO/LS, INC. DATED MAY 26, 2004. SLOPE EVALUATION LETTER ANO RECOM!JENOAT/ONS PREPARED BY SOUTHERN CALIFORNIA SOILS & TESTING, INC. DATED OCTOBER 28, 2004. 7. THE SAN DIEGO REGIONAL STANDARD ORAWNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO AUGUST J, 2005. 9. THE CARLSBAD MUNICIPAL WATER OISTR!crs STANDARDS ANO SPEC/RCA TIONS FOR WA lE7?, SEWER, ANO RECLAIMED WATER. ID. STORM WA T£R POLLUT/ON PREVENT/ON PLAN (SHPPP) FOR EUCAL YPll/S LANE PREPARED JULY 2006 BY 01JAY CONSULTANTS, INC. II. STORM WATER MANAGEMENT PLAN (SW/JP) FOR EUCALYPTIJS LANE PREPARED OCTOBER 2006 BY OVAY CONSULTANTS, INC. .LEG.END DESCRIPTION DWG. NO. CONCRETE DRMWAY ••••••••••••••... .GS-12 (CITY) .•••.•. SEWER LATERAL· •••••••••..••.•.... S-7 / S-8 (CITY). . .. /' /YATER LATERAL W/ J/4' METER• .....•.•.. W-J (CITY) ..•••... SYMBOL 11 r, @ ® Tl?ENCH RESIJRfACING. • • • . . . . • • . . . . • • .C-24 (TrPE-A) .•••.. ~ SPECIAL NOTES I. LOCATlON OF PRIVATE WATER AND SEWER LATERALS ARE APPROX/MAT£ COORDINATE WITH PLUMB/NC PLANS FOR ACTUAL LOCATION. 2. LOT 4 SHALL BE REQUIRED TD BE CONSTRUCTED WITH AN APPROVED RR£ SPRINKLER SYSTEM AND TH[ PROPOSED WATER SERVICE SHALL BE I INCH OR GREATER BASED ON DEMANDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THAT UN[ CONNECT/NC POINT 109 TO POINT 114 AS SHOl'IN ON RECORD OF SURVEY 11211. I.£ N/8'47'42"[ DESIGNED BY: 5.1(. DRAWN BY: B.B.. CF. PROJECT MGR.· T.LG. QUANTITY 327 SF I EA/2 £4 3 £4 125 LF DATE: JULY 2006 SCALE: JS SHQ\llN JOB NO.: 06-1163 2710 Loker Avenue Suite 1 OD Carlsbad, Colifomia 9201 O 760-9.31-7700 Fox; 760-931-86B0 Civil Engineering Plonning Processing Sun,eying ENGINEER OF ;:JY' ./ / d.__ ~ ' OATE:2·Z.2.-07 CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENT~ NO. OF F.H.(S)AA1-0W 19'0 G PJ,t OUT OF _!__F.H.(S). BLOG. SPRINKLED<..XW/NO ... F.FLOW~G.P.M. (¢1--:fFH-rii?E DAE I lHOMAS L GUINN RCE: 69017 "AS BUILT" RC[___ EXP. ___ _ DATE REVIEWED BY: ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURI/EY CONTROL DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/08 INSPECTOR DA TE BENCHMARK: DESCRIPTION: 2.5" BRASS DISK MARKED CLSB-I09, LS. 6215 LOCATION: SOUTH SIDE CANNON RO. 0.2 Ml. WEST OF EL CAMINO REAL 3 FEET FROM CURB SET IN ORA/NACE BOX INLET RECORD FROM: ROS 172 71 ELEVATION: DATUM: 26. 135 !JSL. NCVD 29 I SH1EET I CITY OF CARLSBAD I SH3EET I l-----l---+-----------------+---+----1---1----l ENGINEERING DEPARTMENT t----1---+------------------t----t---t----1-----; DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IIIPHOVEIIENT Pl.ANS FOIi: EUCALYPTUS LANE TITLE SHEET IJc NOTES DATE INmAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL OWN BY: __ _ CHKD BY: Gvp RVWD BY· , )at> I; \061163\0663Al01.DWG Feb 22, 2007 11: 57cm Xrcfs: 0663AI; 0663ostr; 0663omap; 06637utl; 0663Autl PROJECT NO. MS 04-18 I DRAWING NO. 440-9 WEST R/W 4.5' !O' 76' 38' I 28' 5.5' 38' 28' EXIST/NC RA/SEO CENTER MEO/AN I ' EXIST/NC PAVEMENT I 4' ~I ~ ~""--~"--n to' EAST R/W AND BASE) ,-~ ' ~ ~~ 2z. 0--2z fF-_~ EXISTING -= = = = = _ = = J L --_-_-_-_-_-_-_-:.._--:__ u _ 5' WALKWAY C:: ________________________ J EXISTING TYPE 'c' CURB &-GUTTER E}{JSJ'ING CHESTV/E1f DRIVE NO SCALE NOTE: FOR CONSTRUCTION JOINTS BETWEEN POURS INSTALL DOWELS AT 36" ON CENTER (MIN. (2) PER JOINT} DESIGNED BY: S.I<. DRAWN BY: 8.8., C.F. PROJECT MGR.· T.LG. DATE: JULY 2006 SCALE: /JS SHOWN JOB NO.: 06-1163 NORTH R/W EXIST/NC SIDEWALK "AS-BUILT NOT£!! '------------------' P.E. EXP. ___ _ ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 2006 O"Dov Consultants Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931 -8680 Civil Engirieering Planning Processing Surveying REVIEWED BY: DATE:2.·z.2-07 1HOMAS L GUINN RCE: 69017 INSPECTOR 18' 18' 10' EXISTING SIDEWALK SOUTH R/W EXISTING ElJCAJ,YPJ'lJS LANE NO SCALE DATE DATE BENCHMARK: DESCRIPTION: 2.5' BRASS OISK MARKED CLSB-709, LS. 6215 LOCATION: SOUTH SIOE CANNON RD a2 Ml. WEST OF EL CAMINO REAL. 3 FEET FROM CURB SET IN ORA/NACE BOX INLET RECORD FROM: ROS 11211 ELEVATION: DATUM: 26.135 MSl. NGVO 29 W CITY OF CARISBAD I SH3EET I l---t-------t------------------!-----l---+---1------1 ENGINEERING DEPARTMENT t---+-------+-------------------1----1----1----l------l /,\ 0ATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IHPIIOVEll£NT Pl.ANS FOil: EUCALYPTUS LANE SECTIONS ANO DETAILS APPROVED ' ,,... , 7-J "J. . J !<.~<#114 f&.P '-~JO• "'J DAVID A. HAUSER (-f,6.-) $/2 /Cz RCE 33081 EXPIRES 6-30-08 Cl1Y ENGINEER DATE OWN BY: ---I PROJECT NO. I DRAWING NO. CHKD BY: Gve A.IC' 04 18 440-9 RWID BY·,]¢,> . M.J -_ l:\061163\0663AI02.dwg Feb 22. 2007 11'56om Xrefs: 0663AI; 0663cstr; 0663amap; 0663Autl; 066J7utl NOTE!/ ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 2006 O'Dav Consultants. Inc. 2710 Loker Avenue West Suite 100 Carlsbad, Califomio 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: S.K. DRAWN BY: 8.8 .• C.F. PROJECT MGR.· T.LG. \ I I I ' I I \ ' \ \ I ' \ I \ DATE: JULY 2005 SCALE: 1 •=40• JOB NO.: 05-1163 \ ' I I \ I I \ I I \ I I \ I I I I I I I I I I I I I EXISTING EASEMENT TABLE ~ PURPOSE 1 PUBLIC UTILl11ES 'J UTIL/l!ES & ACCESS 3 PUBLIC STREET & UTILITIES 5 PR/VA TE ROAD "AS-BUILT " OWNER DOCUMENT REC. DATE SI)(;&[ BK 4830, PC 219 0./?. 4-22-1953 PRIVATE BK 7413, PC 209 O.R. 12-24-1958 CITY OF CARLSBAD No. 1999-0224317 O.R. 4-05-1999 SDC&E BK 674D. PC 102 O.R. 10-20-1948 l?saf E ss I o,iq ~ L < f! ,j-.,?-S . Gy-1< ~ BENCHMARK: DESCRIPTION: 2.5" BRASS DISK MARKED CLSB-109, L.S. 6215 LOCATION: SOUTH SIDE CANNON RD. 0.2 Ml. YEST OF EL CAMINO REAL. .J ffET FROM CURB SET IN DRAINAGE BOX INLET "' ~ ~ ~ >-------------------1 P.E. · EXP.____ DATE ci NO. 69017 g\ 1--------------------11\,i "" RECORD FROM: ROS 17271 REVIEWED BY: DATE:2•Z2•07 THOMAS L GUINN RCE: 69017 INSPECTOR DATE ir EXP. 6/l0/08 ir J';: CJV\\... rf!:::~ '4;-(' OF CAll'<(J.] ELEVATION: DATUM: 26.135 I.ISL. NGWJ29 I I I ..... " 01 10' 40' 5 20 SCALE: 1" = 40' NOTE I. CONTRACTOR TO W:RIFY ELEVATION OF EXISTING LATERAL AT ROW. -----------/11-=± -----t--~---------- DETAIL ~, 1"=20' 80' 1------'f----+--------------l-___j_ _ _j___J._____j I SH3EET I CITY OF CARLSBAD I SH3EET I ENGINEERING DEPARTMENT :==:'....:::::========~====== /1\ DATE INITTAL ENGINEER OF WORK REVISION DESCRIPTION IJIPl{()YOIENT !'WIS FOR: £1/CALYPTIJS LAN£ ...--.. APPROVED '-~ f..,C.. r.7 --(t,,r:J i,r.,t;'9,P/I? ~P '41, .. ,,.,, DAVID A .. HAUSER 8)z./tn RCE 33081 EXPIRES 6~30-08 CITY ENGINEER DATE DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. MS 04-18 440-9 OTHER APPROVAL CITY APPROVAL OWN BY: ---1 CHKD BY: GYP RVWD BY: Jl:>D ~---------"--I l:\061163\0663AI03.dwg Feb 22, 2007 1:05pm Xrefs: 0663AI; 0663astr; 0663omop; 06637utl; 066JAutl 0 w :E G') s. .i::,. w.i::,. 0 I (,C)