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Home My WebLink AboutDWG 401-9H; CT 98-14; THOMPSON/TABATA PHASE 3; 01-32GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE 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 WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,aaa,aoa.oo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUC]ON MEETING SHALL BE HEID AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND All OTHE P S OF THE W THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK 760)438-3634 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT &7so,1i 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: OD P.M. NHE DAY BEFORE THE INSPECTION IS NEEDED, INSPECTIONS Will BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT 11-IROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING 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 \/ING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTAB! ISHED BY THE CONSTRUCTION SAFFIY ORDERS IITI E B CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANX WORK ZONE DURING CONSTRUCTION, OPERATIONS Wjl I CEASE !MMEDIATEI Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL Bt: SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CAI I ED TO THE POSSIBl E EXISTENCE OF OTHER \ l]I ITY EACII ITIFS OR STRl!CJt IRES NOT SHOWN OR IN A I OCAJIQN QIFFERFNT FROM THAT SHOWN ON THE Pl ANS, THE CONTRACTOR IS REQUIRED TO TAKE Pl/E PRECAIJTtONARY MFAS\IRES IQ PROJECT THE IIIII ITIES SHOWN QN THE Pl ANS AND ANY OTHER EXISTING FACILJTIES OR STRUCTURES NOT SHOWN. 21. THE CQNTRACTOR SHA! I VERIFY THE ! OCATION OF Al I EXISTING FACII IT1ES ( AAOVF QROIIND AND \INQFRGROIIND ~ WITHIN THE PRQ,IFCJ SITE Sl/FFICIENTI Y AHEAD OF THE CONSTRUCTION TO ERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTI/AI I OCAJIONS ARE IN CONFl ICI 'MJH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E (760)480-7647 PACIFIC BELL (800)892-0123 ADELPHIA CABLE (760)438-7741 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 CARLSBAD MUNICIPAL WATER DISTRICT (SEWER, WATER & RECLAIMED WATER) (760)438-2722 STORM DRAIN NOTES 1. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVIE THE PIPE SOFFIT SHALL BE AMERON REINFORCED CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76. C361, AND C443. 2. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STEEL. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE f c = 5,000 PSI. ALLOWED. FOR THE VELOCITIES EXCEEDING 30 FEET PER SECOND, USE f c = 6,000 PSI. STREET NOTES 1. ACTUAL STRUCTURAL SECIKlNS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONl)JJeTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALiFORNI;/\, ..flfflNCIPALL Y DOING BUSINESS IN THE FIELD OF APPLIED SGll MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND .JHE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE ·cur OFF" TYPE. 3. AUL UNDERGROUND UTILITIES 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 WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTJRBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", LATEST EDITION AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT Of WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891) WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR LINES, A PERMIT SHALL BE BE SIGNED AND APPROVED SUPERINTENDENT. SHUT DOWN OF VALVES ON EXISTING C.M.W.D. OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BY DISTRICT ENGINEER AND DISTRICT 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.[760] 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRIC'f", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/01\NER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER \\ILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 9. ALL POTABLE WATER S::Rl/1CES SHALL BE 1" AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). SHEET INDEX DESCRIPTION TITLE SHEET/INDEX MAP LEGENDS & SECnONS STREET & STORM DRAIN IMPROVEMENTS SEWER & WATER IMPROVEMENTS REFERENCE DRAWINGS C" 85 35 DWG NO. 286 -9B CT 98-14 DWG NO. 401-9 CT 83-2 DWG NO. 253-8 CT 76-26 'JWG NO. '.85-9 CT 83 2 DWG NO. 230.6 LEGAL DESCRIPTION SHEET NUMBER 1 2-J 4-18 19-32 B[ING A SUBDIV/SiON OF A POHl/ON OF TH[ EAST HALr or Tl-Ii. NOR/H[AST QUART£,'! OF SEC770N 28 , TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNAHOINO MERIDIAN, BEING TH[ "R[MA!NDER PARCU" AS SHOWN ON Tfl[ MAP OF "CITY OF CAHLSBAD TRACT NO. CT 98-14-01" AS $,"OWN ON MAP NO /4682 FILED SEPTEMBER 19, 2003 IN TH[ OFFICE OF THE COUNTY RFCORDFR OF SAN DIEGO COUNTY, CAUFORN!A. KEY MAP LEGEND SEWER & WATER IMPROVIEMENT SHEET NUMBER DOUBLE STREET NAME SIGN (DSN) FIRE HYDRANT STREET LIGHT "DECLARATION OF RESPONSIBLE CHARGE" i HEREBY DECLARE THAT , AM THE ENGINEER OF WORK FOR HIS PROJECT, THAT i HAVE EXfRC:!SFD RESPONS,BLE CHARGE OVER TcE DESIGN or T:iE PROJECT AS OfflNED IN SECTIO\ 6703 OF THE BUSINESS AND PR0°ESSIONS CODE. AND THAT THE JESIGN !S CONSISTENT WIT~ CURRENT STA\DARDS. I UNDERSTAND THAT TcE 2cECK OF PROJECT DRAWINGS AND SPECIFICATIONS c,ry OF CAR' SBAD DOES ;\OT RELIEVE ME, AS ENGl~EER OF WORK, RESPONSiBILI 'IES FOR PROJECT DESIGN. BY THE or MY .. 60 .. ········ .. '4 59 1 .,,. .. Fl RM: f<!Jf CON5UL r!NG A)D'lESS 14725 ALTON PARKWAY BASIS OF BEARINGS I CITY OF OCEANSIDE PACIFIC OCEAN 7B CITY OF ENCINITAS NOT TO SCALE Cl TY OF VISTA '<-0~ CITY OF ,.,.._ _ __,,u SAN MARCOS VICINITY MAP SAN DIEGO COUNTY THOMAS GUIDE PAGE 1127-85 WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10, 11. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLUTION NO. 5070Tl1RQ~Gli 5078 DATED 12/.~0=5/~0~1 __ _ , '<·· THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C01.'STRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY Cl:OCON . .ING .. _____ DATED 9/2/'l8 t 3/lG/2001 UPDAT.ED .. 3/12/03 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMfT CONDITIONS DA TED 12/05/01 THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WDID NO. 9-37S318793. WATER QUALITY MANAGEMENT PLAN DATED FEBRUARY 10, 2004 SEE IMPROVEMENT LEGEND ON SHEEiT 2. --,---.,..---. 8 ; 87 108i 7 106 · 105 104 • 103 102 , 101 . 10 111 ' 112 11:31, THOIIPSON RESIDENCE 242 205 204! 191 , 190 i 189 192 195 194 . :PHASE 3 :£12~02 : 201 '', 200 19!t .~ 186! 185 ·. ~ --= RI 66·. 167.· 168CRYSf.ALLHl.t D/IIVE , ffll, 174 1 . ' ;169; 170 171' 172•. ' ' ' ·. \ 13,i 133 134 135 1 ' ' RSH WREN STREET SHAPORAGON LAN£ SOURCE OF TOPOGRAPHY ' Ii 184 183 1a2J .. . I ,; C60283 ~ EIP.6/;d,,. .. , CN\L TOPOGRAPHY SHOWN ON THESF PlANS WAS GENFRATED BY PHOT OGRAMMURIC 1'1'17 BY A SAN-LO AE.:IAL SURVEY NCORPORA TED 10. ALL WATER METER BOXES SHALL BE ARMOCAST. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICIES SHALL BE 5 FEET. 12. THE TOP OF THE WATER METER BOXES FINISHED SURFACE GRADE. SHALL BE FLUSH WITH THE Cl TY, SM TE: ~vtlf. CA 'l2G18 ~~FP~---:-;E~•,::,,f/ R.C.E. NO.: 2G&21 THE BEARINGS AND COORDINA 'ES SHOWN ~ER:ON ARE BASED UPO,N THC: CALIFORNIA COORDINATE SYSTEM oc 1983 (1991.35 EPOCH), ZON[ e, BASED LCCAI LY JPON T~f FOLLOWING SURVEY CONTROL POINTS AS S !OWN 0•\ RECORD :JF SURVEY 17271. BENCH MARK DcSCRPTION: _-cs5=-4~5·~•l°"C""A""LT""RA""N""o""'BrnCttse==MA=RKc_...~~~~- LOCA Tl ON: __ _,Ncc'Wc'cl Y-SID~rw,-:ALil=='10'c-· .;;.Et"'Y_.Oe,F_.W ... 1..._Y_.SID=E :,:.Of-ill<ll)=Gf'----- AllUTl-flff AL111f 1-5 CROSSING_ Of PONSETPA RECORD~D: --~1'l9~5~------------ ELEVA TION: --~1~0~3-~71;,~------JATUM: ~Nu.SI..____ TOPOGRAPHY Sc OWN Hi.REON CONFORMS rn NA flONAL MAP /,CCuRACY STA.NDARDS. PROJECT LOCATION REGISTRATION EXPIRA TIO,N DA TE: MA~GH 31. 2005 NOTICE TO CONTRACTOR: ALL UNDERGROUND UI/L!/JES OR STRUCTURES RUJO/{TFO BY THE OWNER OR OTHERS. AND T/105[ SHONN ON rel[ FIECORDS EXAMINED, AF/[ IND/CA TED M !H 11-iEIR APPROX/MA TE LOCA noN AND EXTENT THE OWNFR, BY ACCEPTING THESE PLANS OR PROCFEOING WIIH !MPRO'IEMENTS PURSUANT 7H[RFTO, AGREES TO ASSUM[ LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY OAMAG[S R[SUL TING FROM THE EXISTENCE or UND[RG!,OUND UTIL/Tl[S OR S/RUCTU.'?[S NOT REPORTCD TO THE UNDERS/GN[D, NOT /NDICA /ED ON THE PUBLIC REC0.'?05 EXAMINED, LOCATED AT VARIANCE WITH Tf/OSE REPORiED OR Si/OWN ON R[OORDS f.XAMINED. THE CONTRACTOR IS RFQUl,RED TO TAK[ DUE PRfCAUTiONARY MfASURES TO .OROTFOT THF UTIUT!ES OR STRUCTURES SHOWN AND ANY OTHER UT!L! //ES OR STF?UCTURFS FGUND AT THE SITE. IT SHALL BE Tl/[ CONTRACTOR'S RESPONSIBILITY /0 NOT/Fr' TH[ OWNERS OF TH[ UT/I/TIES OR STRUCTURES CONCERNED BEFORE STARnNG wo,qK /HE EXISTENCE AND LOCATION OF ANY UNO[.'/GROUNO UTILITY PIPES OR STRUCTUR[S SHOWN ON THiS PIAN ARE OBTAINED BY A SEARCH OF AVAILABLE R[CORDS. TO Tl/[ B[ST OF OUR KNOWLEDGE /HERE ARE NC [X/S/JNG unUTl[S EXCEP, AS SHOWN ON T//[SE PLANS. TH[ CONTRACTOR IS REQU/H[D TO TAK[ DU[ PRECAUTIONA,RY MEASURES TO PROTECT THE UTIL/Tl[S SHOWN AND ANY 0/HER LINES OR STFIUCTURES NOT SHOWN ON THESE PLANS. * --it!Jillll BEit - OFc POINT NO. 157 047 HPGN_CA 110/ CLSB-047 OINER/DEVEIDPER: STANDARD PACIFIC HOMES 5750 FLEET STREET, SUITE 200 CARLSBAD, CA 92008 PHONE: (76~ 602-6800 FAX: (760) 02-6819 CARLSBAD MUNICIPAL WATER DISTRICT CCS 83 ('991.35), ZONE 6 NORTHING EAS"JNG 1992;,91.232 6247272.614 1985922. 532 674 '083. 953 CITY OF CARLSBAD FIRE DEPARTMENT RE.QUiRtMt.N 15 __ /§_ NE.W F.I! (S) AT FiFIE. FLOW OF J.§.Q_Q_cp.M. _1_5 ___ BUILDINGS SPF./!NKLED @'tvo AT FIR[ FLOW OF JWJ}_C.P.M. 'I _! L -1 /tl t.l / l-1 ~ 1/d 6 , .· ¥,').v,.. t ,mF M/4.RHAr·-, CA TE PLANNING DEPARTMENT TH S PROJECT IS LOCATED WITHIN ASSlSSORS PARCEL ~LMBER(S) 214-170-74. 214-170-7~ THE c~.LIFORfJiA COORD,~ATE INDEX or frllS PROJEC" IS: N :142,000 c ,1 .• ~~77=0~00~------···· .. -- APPROVAL •ASBUILr , DATE: I I 4 'lhidu 1;/:z:/o7 (SIGNED) MICHAEL J. HOLZMILLER, PLANNING DIRECTOR P.E. (J,.IJUJ8 EXP. 6,l:3oj1~ DATE I I (STG>ED) DATE: I REVIEWIED BY: ¼' ' ~/11/0, RECOMMENDED BY: ' <!"'4 (PRINT NAME) lflf. PECTOR DATE ALL CCNJRAOTORS AND SUBCONIT-IACTORS P[PFORMING WORK SHOWN ON OR R[LA TED TO THESE PLANS SHALL CONDUCT THE/.'? OPERATIONS SO THAT ALL EMPLOYEES ARF P,ROVIDED A SAFE PLACE TO WORK /,ND /HE PUBUC IS PROTECTED. AU CONffiAC!ORS AND SUBCONT"IACTORS S/./ALL COMPLY '//!TH TH[ "OCCUPATIONAL SAFETY AND H[ALIH REGULATIONS" OF THE US. DEPARTMENT or LABOR, AND WITH THF STATF or CAL/fORN/A DEPARTMENT OF INDUSTRIAL HELATIONS' "GONSTRUCnCN SAFE /Y ORDERS". ~ u:..··~ ROBERT J. ~iK 7 ~b.1,/e,"' .___ ___ I SHFET I DATE CITY OF CARIBBAD u1J ENGINEERING DEPARTMENT 2 /HE CIVIL ENGINEER SHALL NOT BE RESPONSIBLI: IN ANY WAY FOR THE CONffiACTO,RS' AND SUBCONTRACTORS' COMPLIANCE WI/H Tl![ "OCCU?A TiONAL SAFETY ANO HEALTH REGULA T/ONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH TH£ STA TE OF CALl•URNIA DEPARTMENT OF INDUSTRIAL REIAT!ONS" "cUNSrRUCTION SAFETY O.RDERS", CONTRACTO,R FUFITHfR AGREES !HAT /JE SHALL ASSUM[ SOLE ANO COMPLETE. RESPONSIBILITY FOR JOB SITE COND!TiONS DURING 7H[ COURS[ OF CONSTRUCTION OF THIS P.'WJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, /HAT THIS REQUIREMENT SHALL APPLY CONTINUOUS/ Y AND NOT B[ LIMITED TO NORMAL WORKING /JOURS, ANO THAT THE CONTRACTOR SHALL DEFEND, iNDFMNiFY ANV .HOLO THE OWNER AND T!-1[ ENG/N[[R HARMLESS FF/OM ANY AND ALL LIABIL//Y, Rf.AL OR ALIFGED, IN CONNECTION W,TH TH[ PERFORMANCF OF WORK ON Tl!IS PROJECT, [XC[PT FDR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER Oil T!lf [NC/NEER. THF FSTiMAIED QUANTIT![S HEREON A.Rf ONLY FOR THE PUHPOS[ OF 08/AINING TH[ N[C[SSARY PERMITS, AND RBF CONSUL TINO DOES NOT GUARANT[[ /.'IE ACCURACY OF rel[ [ST/MATED QUANTITIES. /HE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFOR[ SUBMITTING A RIO FOR ANY PO.RT/ON OF THE IMPROVEMENTS COVERED BY THESE. PLANS. DE.PU/Y CITY ENG/N[[R R CE 33698 8-30-06 PLAN P,EPAqED BY: ~ PLANNING • DE!!IIC!IN • CONSTRUCTION !5050 AVENiDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com R~VlcWE~ DATE: f-.N~o</ MARK S. ANDERSON R.C E # 26821 949 412 3505 1---.--. ------- ~-------" -<'-o..,,_.,, ':lf(ll?M oeA1t-1/2ef', """" DATE INITIAL . ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PLANS FOR: ---·· ____ ,,. ------THOMPSONITABATA CT 98~14 ' PHASE 3 i L APPROVED LL0YJ 8. HUBBS :iii-....... l ,,,/4,,./.,e.,c~ /7 -~-' ~ k/t1,/,::,'l CITY ENGINEE~PE~ EXPIRES_12L31L05DATE .. IB !Oil"\ ,,,.,~I ,01,, .7?ef) rowN 3Y ALF:.:...-: I I DRAWING NO. DATE INlllAL DATE INITIAL PROJECT NO. ; CHKO 'lY: Zc.f'. ! CT 98-14 .401-9H OTHER APPROVAL CITY APPROVAL [RVWD BY: .. _J :062204 120904 E 0 .... .. -j ~ ' "' ~ .. f;; c:, ~ c:, Ii: ! (\') C ;::.LIJ t:l (f.) ~ ~:?: qo_ ..... C') Ii ' !~ 0 .a:::. -a <:i: Ci,.) 0 ~er I\) ..... Ji-. I §l <. (0 61JJ :c -~ ;!; ~~ 2c: e;"Q' ~~ !~ ±-... IMPROVEMENTS LEGEND TRACT BOuNDARY LOT LINE EX. LOT clNE CONSTRuCT PEDES JR;AN RAMPS AT E.A.CH CORNcR FUTURE 6" TYPE "G" CURB & GUTTER CONSTRUCT 6" !YPE "G" CURB AND GUTTER [X 6" TYPE "G" CURR AND GJTTER PRffARE SUSGRADI: .A.NO P.'IVE STRE[TS CONSTRUCT 4" PCC SIDEWALK EX. 4" pr,c SIDEW.Ai..K CCt<STRUCT CONCRFTf DRIV[W.AY AY"ROACH CONSTRUCT STREET L!GHT (H P. SODIU~, LU. AS SHOWN) \~Tei -;ANO HOLE A' BASE (ST. LGHT) EX S !RU: l LIGHT CONSTRUCT 6" IYPE "B-1" \lfOIAN CURR INSTALL POS I & CHAIN GA'[ INSTAU DOUBLE STREET N,6\lE SIGN (DSN) i'\S,AcL STREET SIGN (TYPE ?~R PLAN) INSTALc OOUB~E STREU NAME (DSN) W/ STOP SIGN CONSTRUCl PVC S[WCR P PE (SiZE PER TA3LE) t.X. PVC SEWER PIPE FUTURt PVC SFWER P1°E CONSTRUCT 4" SEWER LATERAL CONSTRUCT STANDARD CONCRETE SEWER \lANHC:E HOT TA~ 12" TC 12" s~wrn MAIN CLEA.NOU I SFWtil SLOPE ANCHOR CONSTRJCT 6" WATER MAINS CONSTRUCT 8" WATER MAINS CONSTRUCT '.O" W~.Tf:R MAINS CONST~UCT 12" WATER 'AAINS EX. WA TE, MAINS FUTURE WA,TR MAINS CONSTRUCT X" BUTTERFLY VA.LVE ASSC:MBL Y CCNS-RUCT s• GAE VALVES CONSTRUCT 10" GAE VALVES CONSTRUCT 12" GAE VALVES CC~S'RUCl REDUCER (SIZE 0 c, SIICET) CONSTRUCT CONCRETE '!"HRUST BcOCKS CONSTRUCT FIRE HYDRANT ASSEMBLY WTH MA'lKER (FH) EX. FIRE sYDRANT ASSEMBLY WITH MAc<KE'< (Fh) CC~STRUCT 2" MA~UAL AIR RFlE.ASl (MA,) CONSTRUCT 2" AIR VACLJ!aM ASSEMBLY (AVA) CONSTRUCT 2" BLOW OFF ASSFM3cY (8.0.) CONSTRUCT 1" DOMESTIC WA li:R SFRVICF co,NECTION AND METER lX. 1" JOMESTC WATER SERVCE C:JNNE.CTO\ A\D METER CONSTRUCT 18" RCP STORM DkAIN CONSTRUCT 24" RCP STORM DRAiN CONSTRUCT 27" RCP S IORM DRAIN EX .. RCP STORM DRAIN Fi; TURE RCP STORM DRAIN CONSTRl,CT TYcE "a-1" CURR INLET, LOCA. JFPRESSION (L=PER PLAN) CONSTRUCT TYPE "8-2" CURB INLET, LOC/\.L CEPRESSION (L=PER PLAN) EX. TYPE "B-1" CIJR3 l,Lcl, LOC,I\L DE0 RESSION CONSTRUCT TYPE "8" CJRB INLET, LCS/\,L DEPRESSION (L.=4.0') EX. IYPE "B" CURB INLE 0 CONSTRGCT TY0 E "c" CURB INLET CONSTRUCT TYPE "A" CLEAN OU I (C.O.) CONS IRUC I CONCRETE COcLAR CONSTRUCT SLOPE ANCHOR INSTAIJ VORTECHNICS U~IT INSTALc VORTECi INICS UNI! INSTALL BARRICADE CONSTRUCT HEADWALL CONSTRUCT GRAVEL TU,RNOU: TRENCH A,D RE.SU'ic ACC INST ALI. DRIVEW.A.Y RETAINING WALL (BY SEPARATE cC:RMIT) EX. RETAINING WALL CONSTRUCT 15' WIDE TURFSTONE ACCESS ROAD STREET STATION CC~STRUC PEDES,RIAN RAMP CONST~c.;CT LOCAi JEPRESSION CONSTRUCT ENERGY D'SSrPATER AND RIP RAP STREET MONUMENTS CONSTRUCT IRRIGA ,ION SC:RV!CE --. ---·------- STD. DWG. NO. G-27 (TYPE ,\) G-1 SECTION HEREON G-7 G-, 4* E-1 SDRSD M-,6, DETAIL OS~ & SOM 102 (POST) SYMBOL ..z:rrj.. II !I ' o-(x (TYPE PER PLAN) & SDM 102 (POST) SDM 102 (POST) & R1 (24") (DS\) A24:J, A24E --e- n 4- CMWD S 5 CMWD S-7 CMWD S-1 CMWD W-15, 16, '17, & 19 CMWD W-1? CMWD W-6 CMWD W-7 CMWlJ W-6 CMWD W-3 CMWO W-3 D-60 D-60 D-60 0-2•, D-11, D-12, DS-1 D-2•, D-11, D-12, 0S-1 0-7. D '1, D :2, DS-1 D-9 DS-5 S-9 M-9 D--34 GS-24 DFTAII SHcE I 3 G-3\ TYPE D D 41 M-10 CMWD W-4 0 MH I .. .. EK W " --~:~ltli ····~~~ill-- ill~ill 'f • • • R::, [§1 . 0 0 0 ~~ ('RR) QTY UNITS 16 EA 17.296 314,845 67,103 36,938 3·, 500 3 3 2 6 8722 5,787 38 1 2 2 154 9,077 388 363 32 36 15 15 6 12 172 2,685 1,599 350 20 2 5 0 0 26 5 11 2 0 3,915 2 28 70 3 LF LF SF SF SF SF EA EA F FA EA [A LF IF LF If lA EA EA cA LF LF LF LF LF LF EA EA EA EA EA EA FA EA FA ':A _F '-' LF LF IF EA EA EA FA 1:A EA EA Lf CA SF SF .F SF SF EA EA [A EA ABBREVIATIONS LEGEND DESCRIPTION AGGREGATE 8.ASE A!R VACUUM ASSEMBLY ASBES!OS COATED PIPE ASPHALTIC CCNCRE E BAC~ CF WA K BEGINNiNG BECINfJiNG OF CURVE BcG 1NNING OF CURB RETcRN 8FGiNNING or VERTICAL CURVE 80TTCM OF Pl~E BLOW OFF CAR!S8AD S1ANOA~0 CRAWING CATCH BASI~ CENTER clNE CLEAN OLT CLEAR CONSTRUCT CONS!RcCTION NOT[ CORRUGATEJ S,EEL PIPE CUBIC FEE I PER SECOND CURB AND GUTTER CURB FACE CURB INLET DOMESTIC WATER DR'VEWAY OUCT!~[ ,RON PIPE EASEMEN- cLEVATION E'MUcSION lREA ED BASE END CURVE END Oc CURB RFTURN END OF VER IICAL CURV0 EXISTING tEET PER SECOND FINISHED FcOO, ELEVATION F:NISH GRADE Fi NI SHED SURF ACE TIRE HYDRANT FLANGF FLOWLINE TOR P.W. CONSTRUCTION GAS L,NE GATE VALVE GRA)i: BREAK GRADI: iN GRADE OUT HIGH POii, I HYDRA.UL!C G,~.DE LINE INVt.Rl LAT::RAl LEFT LENGTH !_!NEAR rTt' LOW POINT MANHOLE MANUAL AIR RELEASc MECHANICAcl Y STARIUZW EA'lT~ MIN,\IUM ON CURB PAD [c[VAT,ON PAVEMENT PO!NT PCiNT O< COMPOUND CURVF PO:NT 0° REVERSE CURVE POIN-OF VERTICAi INlERScCTICN POLY Vl~Yc CHLORIDF POWER POcE PROPERTY UNE PUBLIC UTILITY EASEMENT PUSH JOINT RADIUS RECLA'ilED WATR REINFORCED CONCRETE PlPE RIGH< R!GHT QT WAY SAN 81EGO R[G,ONAL STD. DRAWINGS S.'1NITARY SEWER SEWER s IA TIONING SHEE- SIDEWA~K SLOPE= SLOPE & DIRECTION OF FLOW STATION STf:FL STORM DRAIN STORM DRAIN STATIC~'NG STREET STREU LGHT TANGENT TELEPH01,E LINE THRUST BLOCK TOP OF CURG fJP OF FOOilNG TOP Of WALL ,RA\iSITION TYPICAL VERTICAi VERTICAL CIJ'<VF VCLIJME OF 'LOW SYMBOL AB A.V.A. l\C BW BEG. BC BCR BVC 8? 80 CSD CB Cf. co 2LR CONT 0 CSP CFS C&G CF Cl DW DWY DIP ESMT ELEV FTB c..c FCR EVC EX. FPS F' FG FS FH FLG FL P.W. G GV GB G1 C2 HP HGL INV LAT LT L..= LF LP l,h MAR MSE MIN oc €3' PAV. OR PVMT FT PCC PRC PV: ?VC pp "LOR t PU[ PJ RAD RW RCP RT R/W SORSO ss XX+XX.XX SHT s/w S= 2% STA SL SD cz:x+xx.xx J ST SL TAN T Tfl TC TF TW TRANS. TYP. VERT vc QT ~ER W WAERLINE STATIONING (OFFS'TE) (XX+XXXX) W.'1 TER VALVE WV R/W TOP/TO[ [X. UNDERCUT PER ROUGH G.RADING PLANS CRYSTALLINE DRIVE, ROSE DRIVE, BOXTHORN WAY r ' 1()' (PROPOSED, PUBLIC) 7RAFF'1C INDE:X=5,0 NOT TO SCALE 36' R/W TOP/TO[ ' ,a· I R/W TOP/TOE ' (PROPOSE:D, PUBLIC:) TRAFFIC INDEX=5,0 NOT TO SCAL£ q; ----------~---------7 O.j' I 5, ,S' CWW FACE 18 , 1 18, CURB FACE! 4_5, ,5' 1 D.5' ---~ .. -.·.-.. 1r•MK. +-5~_.-,:·. ___ --,,. -I ,),, ' 15' ·1~5~i11tA~ .. J l .. •. -~_¢r ~\\.t··,:,L.~1 -r-°" TC LEVEL UNE b4o.oo L&-1 !-2% ,, .,·!]/F-~ ;; ,"' ~'•',">,<•>,>,,".C',•vsc,c,, Wi<' < ,,, .. ,n "' ""•''-?'• ,,,,,,.,,,-,, '<'<',•~"•>is PER ROUGH B, R-VALUE TE!~! C,QNDUC/TU GRADING PLANS PER STREET NO E I!; CORDGRASS CT. (PROPOSE.D, PUBLIC) NOT TO SCALE. MARSH WREN STREET TYPICAL STREET SECTIONS (PROPOSED, PUBLIC} NOT TO SCALE HOT TO SCALE SIGNING & STRIPING NOTES: 1. THE CONTRACTOR IS Rf:S.PONSIBL[ FOi-? ALL SIGNING ANO SfR!PfNG. 2. SIGN/NC. S{liiP/NG AND PAVEMENT MARKINGS SHALL CONFORM TO T.YE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPE.CfFICAf'JONS (JULY 1990 OR lATfST VCF?S/ON lt---lF.RFOF), TJ-f[SE Pl ANS AND Tl![ SPECIAi PHOV/SIONS. 3. ALL SIGNING AND $TR/PING IS SUBJECT TC THE APPROVAL OF THE PUBLIC /ICRKS 0/RCCTCR OR HIS REPR[S[NTAT/V[, PRIOR TC /NSTAU.A !10N. 4. ANY DEV/AT/ON rROM T!/[SE SIGN/NG AND STRl.0 ING PLANS SI/ALL BE APPF?OVCD BY f.YE ENG/NE[R OF NORK AND PUBLIC WC,.RKS D/RECTOi? PRWR TO ANY CHANGE 1N THE.: Fi[LO. \. ALL SIGl.,ING AND STRIPING SHALL BE .Rff1.£CTIVE PER CAURANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WffKS 11FTER IWTTAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTNE SHffTING (HIGH INTENSITY OR rQUAL) 6, PF?iOR TO r:INAL ACCEPTANCE ur STr?ECT IMPROVEMENTS, ALL STREET S7RlPING AND MAHKINGS WITHIN TH[ !JOO' PERIMETER OF' TUE CONSTRUCT/ON P,90J[CT Iv/LL 8[ RESTORED TO A "LIKE N[W" CONDITION, IN A MANNER MEETING T.YE APPROVAL OF T//E CIIY INSPECTOR. 7. EXACT WCAIION OF STRlr/NG AND STOP LIMIT LINES SHALL GC APPROVED BY THE CITY fNG/NffR OR f/1$ REPRESENTAT/11[ P.RiOR TO INSTALLATION. 8. CON1RACTOR SI/ALL .~£MOVE ALL CONFLICT/NG PAINTED UNFS, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. OCBRIS SHALL 8£ PROMPTLY REMOVED BY THE CONTRACTOR 9. ALL PAVEMfNT LEGENDS Sl-iALL BC THE LATEST VERSION OF THE CA:..TRANS METRIC SYE'VCiLS. 10. LIMIT LINES ANO CROSSWALKS Sf/AIL HE F!HD LOCATED. mosSWALKS SHALi HAVE 10' INSiDE D/MfNSION UNL[SS OTHERWISE SPECIFIED, 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVFAWNT ARROWS AND PAVEMENT LEGENDS SHAU BE mERMOPIASTIC UNLFSS OTHERWIS[ SP£C.'FIED, 12. FIRE HYDRANT PAV[M[NT MARKERS Sf/ALL CONFCPM TO THE LATEST CAURANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL SfANDARD DF?AWlNG M-19. 13. ALL MtOiAN NOSES AND FLAR[S Sf'AU BE PA//✓T£0 YD I OVI. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL rnANS TRAFFIC MANUAL UNLESS OT'/ERW1SE SPECIFIED. 15. SIGN POSTS SHALL 8£ '5QUAR£ PER/ORA/ED STffL TU8INC W:TH 8R[A.~AWAY BASF PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, 'T SHAU BE MOUNTED USING A STANDARD CITr MOUNTING 8,RACKET WITH ST.RAPS. 17. EXISTING SIGNS REMOVED av THE CONTRACTOR SI/ALL [3[ DELIVERW (1Y /H[ CONTRACTOR TO TTIC CIT( Of CARISBAD PUBUC WORKS YARD AT 405 OAK AVENU[. 18. STOP SIGNS AND STOP PAVEMENT LEG[NIJS SI/ALL NOT BE ii/MOVED UNTIL TRAFFIC SIGNALS ARE OP'RAT/CNAL OR UNTIL DIRECTED BY THE PUT!UC WORKS OIRECTOH OR HIS .R[PR[SUl!ATIV[. 19. ALL SIGNS SHOWN ON n1csc PLANS SHALL BE NEW SIGNS PROViO[D ANO INSTALLED BY Tf-/[ CON.'RACTOR [XCEPT !HOSE SIGNS SPEC/.'lCALLY SHOWN AS EX/STING, TO 8£ RELOCATED, OR TO REMAIN. 20, //HERE Rl SIGN AND TYPE N-1 OBJECT MARKER A.91 TO 8[ INSTALLED IN A 2-FOOT W/0[ MEDIAN NOSE, /HE RI SIGN SHALL BE 1f3"X24" ANO Tl-IE N-t Ol::3JECT MAF?K[f? 51--!ALI_ BE 12"XJ2". BENCHMARK DESCRIOTION· 5-45.,1 CAlTRANS fifNC!t MARI' ;_OCA TION· WWI.Y 51!Jt\VAU1 10' fl! uf W1T;lllEOl'7li!iJGE A!IUTl'fNT AT TI1f I-? CRO[,$ Of f'ONIDll/L RfCORDEJ· 1'1'6 ELEVi>,TIO,,-. ---;.;IO"':l.'cc7,------D-A_TU_M_·_MSI __ •As BUILT" 7¼~---- P.E. J.ROZ.ff.3 EXP. ra,hqlrzi REVIEWED BY: a~ s,-l,,!!lt!, '~---'-- lhJSPECTOR ,/fr/D7 DATE DATE • Af3 MODIFIED BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS ~ CITY OF CARLSBAD ! I SHEETS I -------+------<---+------+-----< 1...£..J _ ENGINEERING DEPARTMENT ..... j 32 1------+---+--------------------+----+----+- .-----------------------1-----+---t-----------------+---+---t---t---l: LEGEND & SECTIONS: PLAN PREPARED BY: =._~::+ ______ ..... : ___________________ --·=·=--~--=··--===~---·_· _··=--=~=----.~--::===~~==--======t---~-1 ~[==c..cTH=O=M=···=PS=~=N=;;=;=;=~c:--T.=~=C=T=9=8=-1=4=--====; 5050AVENIDAENCINAS,SUITE260 '----+---+-------------------1----+---+----+---l I APPROVED LLOYD 8. IIUBBS dY CARLSBAD, CALIFORNIA 92000 r- CON 5 UL Tl NG 760.476.9193 • FAX760.4769198 • www.RBF.wm ~----+---+----------· ------+--····-----+-· /4 6 c,e.3:'"/? I.,+-"~ ,t:,,VJ,/o,¥ RE'✓IEw,o BY, --------------+---!------__ 'c1TY ENGINEEr Prrsi3!l'9EXP!REs 1213, 1oso7rE '~~ 0~ TE:f'..?f'-ovdl--,OTTA=TE,-1....,,"'NITI=,AL,--l----------------+--D_ATCTE_-_-__;_-,_N-:ITI-AL-___ + _-o=•=TE===-I_N,-TI_A-=.L-=: • g~~D 3~Y: & 11 PROJECT NO. I r,,4DROAW1ING9NHO. 1i~1KJ12~~-::=-==---------=-R.c:.C..:.E:L#-'2::.,6c.8..:21c.L ENGINEER OF WORK-REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL i_R_VWD BY: -..... . CT 98-14 . PLANNING ■ DESIGN ■ CONSTRUCTION ..... C ~ C) ~ 0 .... I (0 :c SEWER LATERAL DATA TABLE SEE DITAIL HEREON FOR £LEVA110N CI.ARJFICATION. 56 2+05.54 268.27 5.50 I 262.77 259.48 258.28 0.065 50.07 1.20 51 1+01.50 268.50 5.50 253.00 ?60.81 259.67 0.051 41.79 1.20 58 I +61.04 269.54 5.50 264.04 260.04 258.84 0.124 : 32.20. 1.20 59 2+33.78 270.75 5.50 I 265.25 261.49 260.29 0.129 i28.94 1.20 t-~-+-~==--f-~=~------------c~---t-=cc _---j-=~-+-~=~--t-c~c--t-~~-----t 60 3+00.29 27/.64 5.50 I 266.14 263./1 26/.91 0.093 32.45 1.20 ----1·-· ____ "' ____ _,_ -,-,~~----,-~~-z-~==--J-==-+-~=~---j----,-------------- 6/ 3+48.46 272.12 5.50 ' 266.62 264.29 263.09 0.053 43.59 1.20 62 / 105.24 272.65 5.50 267.15 254.81 263.61 0.052 44.54 1.20 63 1+48.71 273.61 5.50 268.11 265.75 264.55 0.055 , 42.29 1.20 64 2+.l.l.26 275.11 5.50 269.61 267.59 266 .• )9 0067 !JO.OD 1.20 65 J+f0.80 267.91 5.50 271.4/ 269.21 268.01 0.077 ,JO.DO 1.20 66 3+78.31 278.26 5.50 272.76 270.64 269.44 0.074 30.00 1.20 ------------ --------·---------------·--67 4+65.93 280.01 5.50 274.5/ 272.36 271.16 0.075 30.00 1.20 " -------------------·------------~-----------------------------------------------------------------------68 5+35.33 281.40 5.50 275.90 273.73 272.53 0.076 30.00 1.20 ------------·-______ ,, ,.,, ---------------------------+------------ 69 612/18 282.90 5.50 I 277.40 275.65 274.45 0.058 JQ.00 1.20 70 6+94 68 285.26 5.50 1 ?19.76 278.06 276.86 0.059 J0.00 1.20 11 7+76.73 288.57 5.50 ! 28.J.07 280.79 219.59 0.080 JO.DO 1.?0 72 8+49.53 292.17 5.50 1 286.76 284.18 282.98 0.087 I 30.00 1.20 76 I 1+76.44 292.0J 5.50 286.53 283.39 282.19 0.012 '45.Jll 1.20 ll 1J+Jl.05 ?89.7.J 5.50 1 ?84.23 280.58 779 .. )8 0. 100 ; .l6AJ 1.20 78 13+24.78 288.11 5.50 • 282.61 280.16 278.96 0.056 ;43_53 1-20 79 12+51.03 283.67 5.50 278.17 275.57 274.37 0.091 IJQ.00 1.20 83 9+87.55 ?64.10 5.b0 258.60 254.70 2.½J.50 0.162 !24.02 1.20 84 9+25.58 262.26 5.50 256.76 254.0J 252.83 0.094 i 29.09 1.20 85 ' 8+69.48 261.36 5.50 255.86 253.30 252.10 0.069 ; 36.91 1.20 86 1+90.65 274.50 5.50 269.00 266.64 265.44 0.081 '30.00 1.20 a1 -i+Ei;:21 -275.82 5.5c 21032 --26s.os ' 266.85 0.019 i3o.oo -i.20· 88 3+34.02 277.38 5.50 271.88 269.71 268.57 0.074 ! 30.00 1.20 89 4114.44 278.98 5.50 27343 271..35 270.15 0.075 ! JO.OD 1.20 90 !J+06.J7 ?80.82 5.50 275.32 273.16 271.96 0.076 JO.OD 1.20 91 5+78.71 282.26 5.50 ! 276.76 274.59 273.39 0.076 30.00 1.20 92 6+68.59 284. /3 5.50 , 278.63 277. /9 275.99 0.048 30.00 1.20 93 7+72.46 288.37 5.50 282.87 280.65 279.45 0.078 i JO.DO 1.20 94 8+62.92 292.56 5.50 287.06 284.86 283.66 --------. -------.. - ----. -------------- -~=~--+------------------ ---. ----------95 , 9<54.10 297.39 5.50 291.89 289.44 288.24 0.073 !30.00 1.20 -o. 086 [Jo 01i --Tio-~ 96 ! 10+20.67 298.89 5.50 29.J.39 289.17 28797 0.148 '30.00 1.20 97 i 1'+04.9? 295.86 !J .• SO ?9!U6 I 286.05 784.85 0.144 JO.DO 1.70 98 I J0+/7.05 269./7 5.50 26J.67 [ 260./7 258.97 0.10] ]3.82 1.20 108 1+62.45 268.38 5.50 262.88 , 260.05 258.85 0.099 JO.OD 1.20 109 i 9+29._64 246.44 5.50 ---24_0,94_ )_237.44 236.24 0.)23 30.00 110 • 9+88.05 244-.74 5.50 239.24 236.33 235.13 0.102 30.00 1.20 1.20 J--~+-~~~--+--~~-+-~~-----,~=~--+-~~-~+-~--+-+-+--+'--------111 10141.38 243.01 5.bO 231.51 I 2Jo.21 234.01 0.081 JO.OD 1.20 112 11+09.43 241.24 5.50 235.14 ' 233.24 232.04 0.01!8 IJ0.00 1.20 1JJ i 11+65.W 239.74 5.50 2.14.24 231.20 230.00 0.107 130.00 1.20 174 12+26.14 237.98 5.50 232.48 228.98 227.78 0.116 30.00 1-20 ,__1~15~-~~1 +~7~5~.0~6_1 ___ =223.±2 ____ 5.50 _ 217.92 _ 213._8:c2'c---+---'c2cc12:i--.c'62'i--+----'c'o.~14cc6:----+3cco'c.o-=o+-_1-;c.2='0:--------1 ! 16 i 2+62.08 224.61 5.50 219.1/ 211.04 209.84 _ 0.269 30.00 1.20 _ 117__ .c. ~3+~4~6~.0°'2~-+--=22~7~.5='2~--+~5:i--.5='0~-+----'c'22='2:i--. O-;c2~+-~2:i--1cc8~. 9~9-+-~2~1~7-~7~9 -t----=c0.~1~C6 _ _ 30. 00 1.20 118 i 4+17.60 229.2.5 5.50 223 !3 ??1. Ti) 219.95 OJ)90 JO.GO 1.20 119 • 4+80.35 729./() 5.50 224.?0 221.51 220.47 0.089 :.50.00 1.20 120 / 5+80.85 228.70 5.50 22.J.20 219.87 218.67 0.117 iJ0.02 1.20 121 6+29.26 227.92 5.50 222.42 219.00 217.80 0.080 i42.5J 1.20 . " -. ------- -------------------+---~--+-----f 122 ; NO SCRVICL ------- ---------,--~==----1-==--+~=--+--~=--+~~=-+-~~~-+---------------+-------123 5+97.73 228.57 5.50 223.04 219.56 218.36 0.122 !30.00 1.20 124 I 5+42.JB 228.82 5.50 22J.J2 220.40 219.29 0.097 !JO.DO 1.20 175 4+86.09 229.66 5.50 224.16 221.56 220.36 0.091 ,30.00 1.20 126 4107.57 229.03 5.50 223.53 220.84 219.64 0.094 30.00 1.20 127 3+53.55 22772 5.50 222.22 219.21 218.01 0.106 30.00 1.20 1 ?8 ?+90.92 226.25 5.50 22075 211.32 216.12 0.120 .JC.OD 1.20 1?9 2+37.32 224.96 5.50 219.46 2/5.70 214.50 0./J? '30.00 1.20 130 ' 4+/5.8Q 219.39 5.5Q i 213.85 208.97 207.77 0.163 1 3Q.QQ /.JQ 131 4+86.48 216./7 5.50 210.67 205.79 204.59 0.171 30.00 1.20 ---~----------------~~-~~-,-~~---, 1--~1Jc'2:c---+-c:-5_,-4cc1~.6=8~+--'c2~13~.4cc3~--+~5""_50=-c------,-c:-20cc1~.9cc3~+-~2::-co'=3_'-c3'=0_+-~2:-coc:-2'=10'=---+----=o.~1~s2=---_ 3_o.oo __ 1.20 133 5+98.70 210.93 5.50 205.43 200.73 199.53 0.165 JO.DO 1.20 134 6+56.71 208.81 5.50 i 203.37 198.12 196.92 0.184 JO.DO 1.20 135 7+18.91 207.17 5.50 i 201.67 196.51 195.31 0.181 JO.DO 1.20 136 7+87,46 205.82 5.50 200.32 195.38 194.18 0.173 JO.DO 1.20 ,_~13=7~+-~8+_5~0~.8,00~+-2,04,34 _ _ 5.sc i / 98. 84_ 191.13_ __ 1 __ 1~92~. 9~3~-+--0~·~15~3~-+-3~0~.o~o_,__1~.2~0~----1 /38 8+78.89 203.91 5.50 , 198.41 193.63 192.43 0.168 30.00 1.20 139 8<12.58 205.15 5.50 199.65 194.82 193.62 0.169 JO.OD 1.20 140 7+38.17 206.75 5.50 ' 201.25 196.16 194.96 0.179 30.00 1.20 141 6+8:J.6/ ?08.00 5.50 ' :?0?.50 !91.iU '9j,90 0.189 JO.DO 1.20 142 5+80.54 2//.63 5.50 I 206.13 201.55 200.35 0./61 JQ.QQ 1.20 143 4+69.83 216.75 5.50 ' 211.25 206.54 205.34 0.157 30.00 1.20 -+-~==--+-------------------------------l - - ------------------=c~c-'c--f-~~-~~+-~=-c----l 144 3+70,00 221.75 5.50 , 216.25 2/2.04 209.84 0.140 30.00 ).20 ---145 ' 2/74.31 221_33 5.5C ' 221.83 " 216.50 215.3/F ,-0.111 10?50 --i.20 ____ _ 146 13+48.85 239.17 5.50 , 233.67 230.26 229.06 , 0.120 JO.DO 1.20 147 /4+04.00 241.46 5.50 ' 235.96 233.36 232.16 0.091 JO.DO 1.20 ,-~-+-~~=--+-~~~-+-~~----1~=~-+-=~~--i-~=~-f---=~-i-==+-~=---1 148 /4+59.19 243.92 5.50 239.42 236.45 235.25 0.065 30.00 1.20 ------------------------------------------------------ - - - - ---------------... ---"" --____ .,. __ 149 2+91.75 242.24 5.50 236.74 234.39 23J.19 0.086 27.26 1.20 ---------f---=~-+--------------------------. . . 1so 314926 239.63 s_sc 2J4.JJ 23/JB 230.ss ___ , __ 0.104 22.49 1.20 _ 151 3+94.94 23720 5.50 2J1.70 229.42 228.22 0.102 22.43 1.20 152 4+45.16 ?J4A5 5.bO 228.95 226 . .38 225.18 0.098 26.17 1.20 153 5+04.11 231.83 5.50 226.33 222.61 221-41 0.129 28.10 1.2() 154 5+64.27 228.83 5.50 223.33 218.90 217.70 , 0.155 28.61 1.20 ---------------------------+-=~~--+~~-c~+-~~~--+-~=-+-~~~~~~~-+~cc-t--~----1 155 6+31.80 225.46 5.50 219.96 214.74 213.54 0./67 31.27 1.20 -------------------------------------------------------------------------------- ----- ------------j,----- 156 1183.49 220.46 5.50 214.96 210.44 209.22 0.298 15.12 1.20 157 2114 66 22038 t>.50 214.88 209.50 208.30 i 0.132 40.51 1.20 158 1+/J.05 220.29 ~.50 214-.19 210.BO 209.44 0,081 45.80 L20 159 1 +44.24 220. 17 5.50 214.67 211.27 210.05 0.051 66 .. l1 1.20 160 1+67.57 221.49 5.50 215.99 199.68 198.48 0.38/ 42.35 1.20 161_ --_ 6_+36.16 22521 ---5.50 ___ 219.73 214.47 2/J.27 0./84 28.56 1.20 ,_~1~62~+-~5~+~6o~.4~2~+-~2~29~-~02~--+-5~·~so~__,_~22~J~.-5"~2'.:.-::-__ -+-_----=2~19"'_c-'14~_-_-1_-__ -2'='1cc'1c=.9c'c4--+-~o"'.cc15cc3--+=2'='a.'=50'='-+-~,'c.2-=o----1 163 418198 23291 5.50 221.11 223_91 222_n -, 0.120 --23_33 iio 164 3+7180 ?38 15 5.50 232.65 231.40 ?30.?0 0.033 37.32 1.20 165 2+64.66 243.12 5.60 231.62 235.59 ?J1-:l9 ' 0.069 J9.46 1.20 166 /6+80.87 250.98 5.50 245.48 241.94 240.74 0.124 JO.GO 1.20 167 _ 17+66.73 ___ 2_4764 5.50 242.14 ---__ 240.1~ _ 231196 _,_ 0.066_ 30.00 __ 1.2() __ _ 168 18+44.04 243.77 5.50 238.27 236.31 235.11 0.065 30.00 1.20 169 19114.94 240.22 5.50 234.72 232.73 231.53 0.066 30.00 1.20 170 19+74.24 23751 5.50 232.04 229.74 228.54 0.081 J0.00 1.20 171 20+30.30 234.77 5.50 ?29.?7 226.96 225.76 , 0.077 29.94 1.20 172 20+85.40 231.83 5.50 ?26.33 724.02 222.82 0.077 JO.GO 1.20 173 2)+60.50 229.54 5.50 224.04 220.28 219.08 0.132 30.00 1.20 174 22+27.59 22742 5.50 221.92 217.97 216.77 ! 0.132 30.00 1.20 175 2+1.UO 21190 5.fJO 212.40 206.39 176 1+65.75 ?15.03 5.50 ?09.53 ?04.78 177 1+93.27 216.46 5.50 210.96 205.71 178 2+85.95 221.42 5.50 215.92 210.24 119 'i1sie3 22531 -s.so 2i9.si 214.16 180 4143.96 230.75 5.50 225.25 220.49 181 5+30B0 25759 5.50 232.09 221.J! 182 6+08.15 243.56 5.50 238.06 2.33.49 183 6+45.88 245.71 5.50 240.21 236.48 184 6+72.91 246.46 5.50 240.96 238.63 185 7+00.25 --24721--!i.Sb --;'41-~1·1' 1 239.83 186 7+68.06 249.1/ 5.50 243.61 241.61 187 8+54.96 25/.44 5.50 245.94 243.88 188 9+27.38 253.89 5.50 248.39 245.78 205.19 0.211 29.95 1.20 20.3.58 ! 0.167 .30.00 1.20 204.51 0.182 30.27 1.20 --209._04 ____ . 0. /99 30.00 1.20 o.20~0~-+3~0~.o~o+--,-_2~0~----1 212.96 , 219.29 226.17 232.29 235.28 237-43 238.63 240.41 242.68 244.58 0.167 30.00 1.20 0 166 .30.00 1.20 0.141 .J/.06 1.20 0.072 51.59 1.20 0.054 42.55 1.20 {----~-·---~- 0.043 43. 13 1.20 ' 0.070 30.00 1.20 1 0.068 30.00 1.20 i 0.092 30.00 1.20 SEWER LATERAL DATA TABLE SEE DITAJL H£RroN FOR ELEVATION ctAR/FICATIOH. SEWER LAT SS LAIDW. 'l}" i "r" LOT STAT/OH CI.EANOUT DEPTH OF SS LATEIW. SS LATERAL i SJ_ LA~ NO. <• Im) ELEV. LATfJIAL {cK'Jr, {cK' Jf.Ez i {cK' NO. J SLOPE: L(FT) DROP TO -(~ fJ£JI PL#l AT R/W MAIN -------~·---·--·---~ ! --~--~----·---... -------·-----·-----·----...................... ' ............. ----··---------------·-------·-----·----------------------- 189 9+98.98 255.66 5.50 250.16 24766 ' 246.46 0.085 30.93 1.20 I 190 10+33.04 256.68 5.50 251.18 248.56 i 247.36 0.066 41.24 1.20 191 10+46.4J 258.65 5.50 2b1.15 247.40 ' 216.20 0.103 J6.28 1.20 192 /0+48.27 256.87 5.50 251.37 248.95 i 247.75 0.047 51.45 ! 1.20 193 /0+45.48 256.71 5.50 25/.21 ! 248.82 247.62 0.039 6 J. t 1 i 1.20 ------- _S,_-5,,8_4:J 194 10+13.36 255.76 5.50 250.26 248.04 246.84 0.039 1.20 ---. --------. T - ----------------_________ ,. _____ ·-.. .......... 195 9+ 19.96 253.67 5.50 248.17 245.59 244.39 0.090 30.00 ! 1.20 196 8-132.96 250.78 :J.50 245.28 243.31 242.11 0.065 30.00 i 1.20 197 7+65.58 249.04 5.50 243.54 241.54 240.34 0.010 JO.DO 1.20 198 22+31.58 2?7.6.J 5.50 222.1J 217.83 J16,6J 0. 151 JO.GO 1.20 199 21+67.21 229.40 5.50 223,90 220.05 218.85 0.135 30.00 1.20 200 20+88.1 / 232.00 5.50 226.50 223.88 222.68 0.092 30.00 1.20 . " . . -------.... --' ----------.... -------·-----------------201 19+92.17 236.60 5.50 231.10 228.83 227.63 0.080 30.00 1.20 ---" -----··~·-···-------·~----. ---.. ·------ - -----------·---~----------..... .......... . .................. ...... _ .. . ·-·--·------"' (------------------- 202 18 I 96.97 241.40 5.50 235.90 233.64 232.44 0.079 30.00 1.20 ·-· ----~---- ------------- ----------"" .. f·· ----· .,_ .. ., ............ r ........... ____ ,_ ........... ·-· - - i----____ ., _____ ------203 /8+23.83 244.92 5.50 239.42 23733 236.13 0.073 30.00 1.20 204 16+97.43 250.58 5.50 245.0B ! 241.60 240.40 0.122 30.00 1.20 205 15+34. IJ 250.84 5.50 245.34 I 242.92 ! 241./2 0.080 JO.GO 120 206 /3+89.46 212.49 5.50 206.99 I 202.79 I 201.59 0.179 23-44 ! 1.20 207 I +86.23 211.79 5.50 206.29 .. + .... 199.87 _; _798.67_ 0.097 67.371 1.20 .. ·--....... .... -------- ------- - -67.01 ! 208 1+91.23 212.07 5.50 206.57 i /99.19 I 196.99 0.125 I .20 (BOT -198.88 ---- - ---............ , .. ------------------- 009 2+ 12.26 211.60 11.5 200.08 200.08 0.180 17.24, 1.20 09 ({OP 2+07.97 212.56 5.50 207.06 -I 201.60 0.163 33.43' 210 2+ 11.99 212.14 5.50 206.64 ' 200.12 198.92 0.316 22.12 i 1.20 217 I +74.73 211.12 5.50 205.62 . 199.80 198.60 0.304 19.11 i 1.20 212 9+76.32 205.51 5.50 200.01 . 194.57 193.37 0.191 30.00 I 1.?0 i I 2/3 13+36.81 192.09 5.50 ! /86.59 182.87 181.67 0.130 30.00 I 1.20 ,,.... . --·· ,_ ···--·. -· -----fj"_Tj(j" ----• 1·. .... ·-· -··--·· _,,..,.,,_,_.,, ---------214 13196.55 192.57 ' 18707 183.92 182.72 0.101 31.15 i 1.20 5.50 -------------------------12.20T ,.. _______ ,, ______ ..... _, ... 215 14+45.00 193.J6 187.86 i 184.81 /83.61 0.042 1 20 216 14+8.J.Jb 19,151 5.50 18/Wl 185.51 184 31 0.042 59.JJ ! 1.20 217 15+05.62 193.90 5.50 188.40 185.85 184.65 0.073 34.l!J i 1.20 218 15+09,62 193.79 5.50 188.29 186.00 i 184.80 0.019 28.98' 1.20 --------------- 219 /4+87.35 193.57 5.50 188.07 185.51 184.31 0.059 43.37, 1.20 -·-----........ ·---------... '""' 5:i'J6 -----r----.... ----"'--., __ ---- - -38.22' 220 14153.38 /93.38 187.88 184.96 183.76 0.076 1.20 221 13+85.67 192.40 5.50 186.90 183.12 182.52 0.106 30.00 · 1.20 222 NO SFRVIC ' ! 223 12+57.79 191.75 5.50 186.20 ! 182.94 181.74 0. 1 16 30.00 1 1.20 224 11+94.86 192.80 5.50 ' 187.30 184.44 183.24 0.100 30.00 I 1.20 225 11+35.6/ 193.99 5.50 i 188.49 /85.86 /84.66 0.092 30.00 i 1.20 226 10+69.11 195,05 5.50 189.55 187.44 186.24 0.070 30.00 1 1.20 --------------·---- - -! 30.00 i 227 /0+04.32 /96.62 5.50 191.12 188.74 /87.54 0.083 1.20 -----------------------l-----.,. .. -----------,-,----.. ----------------------r -·----·--·--···---" 228 9138.41 197.94 5.50 I 192.44 i 189.34 188.14 0.109 30.00; 1.20 ---------------229 NO SERV1CE i I ! ?.JO 8+27,25 ?OD_ 16 5.50 194.66 190.55 ' 189. 15 0.151 J0.00 ! 1.20 231 7+69.18 201.32 5.50 195.82 190.88 189.68 0.173 30.00 I 1.20 232 7+08.45 202.54 5.50 197.04 191.58 190.38 0. 192 30.00, 1.20 -------------233 NO SCRV1C ---------- ------------------------------- -----------------1-------'----234 3+86.96 209.19 5.50 203.69 /98.86 197.66 0.169 30.00 1.20 2Jc, 3+ 22.63 21 T.09 5.50 205.59 200.59 199.39 0.175 30.00, 1.20 236 2+63.06 212.63 5.50 ! 207.13 202. 18 200.98 0, 16? JO.OD i 1 20 2.37 2+0J . .38 214.56 5.50 209.06 I 20.J.98 ?02.78 0.16.l Jl.O/i 1.20 238 NO SERVIC I 239 1+26.21 217.80 5.50 ! 212.50 210.96 209.76 0.036 38.70 i 1.20 ' 240 1+23.:)1 219.01 5.50 I 213 51 212.96 211. 76 0.014 41.45 i 1.20 ' 241 1 +26.26 219.59 5.50 214.09 ! 213.22 212.02 0.025 J6.2J : 1.20 242 17+70.24 S££ SHEET 2.3 FOR PLAN AND DETAILS • NOTE, LOT 209 /!AS 2 SEWER LATERALS. FIRST Off T.4[ MA1N (BOT) AND THE SECOND (TOP) TIES INTO TH[ FIRST • V ,.. • ' ' • ... -· ,,., . . . ·1 . . . . ' -;. --. lli7 ~f; I · l -.. . " .,___,. _!._ I 4 REBARS TURFSTONE PLAN VIEW CONCRETE MOW STRIP NOT TO SCALE PLANT MATERIAL---JL,J J 1/8" TURFSTONE--+- 1 1 /2• SAND BEDDING 6" AGGREGA T£ BASE -- EXISTING SOIL----- NOi 10 SCALE TURFSTONE TYPICAL SECTION NOT TO SCALE SPECIF/CA T/ONS: MANUFACTURER: HEIGHT W/DlH LENGTH WEIGHT PLAN PREPARED BY: 3 1/8" 15 3/4" 23 5/8" 57 LBS. METROMONT MATERIALS 475 SIMUEL ROAD SPARTANBURG, SC. 29303 (864) 585-4241 @ TURFSTONE DETAIL NOT TO SCALE Rt;4f PLANNING • DESIGN ■ CONSTRUCTION -------5050 AVENIDA ENCINAS. SUITE 260 ' . CARLSBAD, CALIFORNIA 92008 --------- - ----------. - ~-----~--- CONSULTING 760.476.9193 • FAX 760.476.9198 • www.RBF.com I------------------------------------- REV1[WED BY: _...c; / Y.n-,,., ilA IE, DATE INITIAL MARK S. ANDERSON R.C.E # 26821 REVISION ENGINEER OF WORK 949 472 3505 . ' -·----·-· DESCRIPTION CLEAN OUT ELEV. R/,W SEWER MAIN € L PER SEWER LATERAL TABLE ~= /NV ELEV No. 1 /NV EL~ No. 2 WYE BRANCH OR TEE FITTING -/NV ELEV. No. 3 LATERAL SEWER DETAIL NOT TO SCALE SEE CARLSBAD SEWER sm. S7 F:JR COMP/FT[ OfTA/IS 5/16" PROOF CHAIN (GALV.)1 -DETAIL ;.i· I 4• DIA GALV. PIPE / -FILL PIPE WITH MORTAR rl"-:,,..---c""'i,,,._-DAMAGE THREADS TO . -·~ : I PROHIBIT REMOVAL 0 0 4 'LLOCK .._ REFLECTOR PANEL LI /2" ZINC-PlATED EYE BOLT & NUTS (PROVIDED BY Cl/Y) 4. DIA GAL V. PIPE COMPACTED NATIVE BACKE/LL • • DETAIL •A• @9 POST AND CHAIN GATE DETAIL NOT TO SCALE •ASBUILr 7~ ~✓ ~2 BENCHMARK P.E. u122?3 EXP. c,/ :g_ofQ9 DATE , DESCRIPTION: 5-,15.,1 CAJ.Jm;o ll001 HA!II ----REVIEWED BY: LOCATION: N'WL, 5VEWA!J( 10' EU Of WIJ 5l)f Of lllil)Gf Q.-I AllJlllEltT AT 111[ ~5 Cl!Oo5111G Of FaH!£711A ,; /:s/07 RECORDED, 1'1'15 EL.EVATlON: --l~?j ---_ DA 'iclt 1151 ll)ISPECTOR DATE I SJEET I CITY OF CARLSBAD u!] ENGINEERING DEPARTMENT 2 ------------------------------- LEGEND & SECTIONS: THOMPSONITABATA CT98-14 PHASE3 -I------------ APPROVED LLOYD 8. HUBBS dY /4 6 = .-,e c ~~ .;. l,L,/,,"f c1TY ENGINEEr PE 23s ~Es• 213110s DATE DWN BY: ALF i I I! DRAWING NO. DATE INITIAL DATE INITIAL PROJECT NO. CHKD BY: ]U,:t'.__ i CT 98-14 011-IER APPROVAL CITY APPROVAL RVWC BY: ' 1!401-9H [ ~ 8 l (") ;:.Lu tJ (/) ~~ fQ. ii! I i (/) -~ ~s §f Q. }1-§ffi !~ 2> ;>Q i[ !:E ·---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•~- 0 :e G) .r:a. 0 ...... I (0 :I: 56 1+92. 10 · 4 f 20.5' DWY 1+76.16 PRC @-1±2.!.c81 ·. f !6.2' ~--1±19. 00 BC .. _ 55 . Pt IMPROVEMENTS SH£c 4 107 . HE 86 1 +50.00 [C,q CROWNUNE 1+84.32 MATCHLINE. 87 ON CIRCLE I I 1+ 17.36 f ST l!GHT 5 9,500 LUM[N 1+57.16 PRC 1 4 -v, ' ~,- ~ : . . ,, ....•... V {• • v• 0 V. "' ·-:r · \ (.)'-J (.),_. (_) __ f-1·..1... f-l( ;...:. Li.:: ~:~ ~~ ~~ ~~ ~~ ~f:i "' "' "' "' "' " f;c' ~ R "' G:' u ,_ .., ts -R K "' "' [;:' (..) I --../ 1---·L.I.,. ;;i !c S?.:<c R ~~ "' "' "' ~ ~,/K".1,Htl---'t--/~~ - _,_, ~;L,__ ~~ cq~ ;~ '-Ci() .._ -) ~ (.) '4J "i-: LO ' lJ1 4 (._} ;!; ['° ~ ~ et; 2 C'\I ~ 5' 2.5' 12' -- STORM DRAIN DATA 0 DELTA RADIUS L£NGTH ----- • A ! NOB"40'23"W .. _ 3.72' • B : 49'J7'23" 22.50' 19.49' • C : N40'.57'00'E ; --9.07' ---- • D N16'.59'15"W .... 7.36' . ---·------- • E N85'.57'00"E --' 95.12' ' • F 5J'25'10" 45.00' ' 41.96' • G N32'31 '50"E .. _ : 254.25' • H 3TJ2'01' 90.00' 4.77' ·------------ • I NJ5'J3'51 "E .. -18.01' J N54'26'D9"W. --1J5.63' K N54'26'09'W --23.23' " WA TER77GHT JOINT REQUIRED ou> l!t?r. . '·. ··. ' ..... 'v•-•• ·~ ~•~•·0-H«'~,~ . . . ~25;, j;,; ,,,,. i. .. .. . :+:.+: .. I ... .. . t . . . .• . . . ·•.. ... ':"·'.' ::··· ·; . ::+ •:•':":•'0• "':. •M..:4 ,•w,.La¼WA\:N~ l . : ; ••: • : -... ~ • •: C, " t¼_.:-,w,f"'"~•.;;,e,•s; . . . . . TC t!tt:~€'t:L · .. " i ,. . .. , . , . , ,. , · · ':t ~Ei,af ' §l~!f . . . . iflV;.;,t;:&; .... fE-:E::d::::±';;-f'-'f\ i;/6 :; ... f,-..... . • . • ·".'.· ' l '" ,, . " • ' J o,v . . ...... J.···.•··· :. b ·. !~ .. (&,, ,\, . : a::: . •.. ·_, ., ·.:} .: . . . . .· ., .. . . ... t ... .}. . ; .; H N .CIR . HEIASI' tqNUCk TABLE TANGENT : REMARKS .... 18: RCP(2000-0) 10.40' 18" RCP(2000 .. D) --18" RCP(2oao .. o) 18" RCP(2oaa=-0T .... -.. 18" RCP(2000-D) 22.64' .... 18" RCP(2000 .. D! --18" RCP(2000-D) 2.38' 18" RCP(2000-0) ... ---18" RCP(2000-0) --18" RCP(2000-D) , -. __ , --18" RCP(2000-D) CONSTRUCTION NOTES (J) CONSTRUCT AC PAVEMENT OVER AB (SECTION TO DETERMINED BY R-VALUE RESULTS) @ CONSTRUCT 6" TYPE G CURB & GUTTER PER SDRSD STD. G-1 @ CONSTRUCT 4" PCC SIDEWALK PER SDRSD STD. G-7 G) CONSTRUCT DRIVEWAY APPROACH PER SDRSD STD. G-14 @ INSTALL STREET LIGHT PER SDRSD STD. E -1 @ CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-27 TYPE A @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STD. PLAN 05 .. 7 & DETAIL HEREON @ INSTALL TURFSTONE OR APPROVED EQUAL PER DETAIL ON SHEET 3 @ INSTALL POST AND CHAIN GATE PER DETAIL ON SHEET 3 CURB DATA TABLE 0 B£ARING/D£LTA A 00'11'J3" ......____:_ ____ -Noo·o5'oo·w 8 C 67'49'00" D N67"43'00"E ---------"" 18'14'00" ~ .. E F N85757'00"E G 90'00'00" H N04TJJ'oo·w I 26'.55'00" J 143'49'59" _,,, . .,, .. ·26 755 ·oo· K ' L N85757'00"E M 1814'00" N N67'43'00"E RADIUS L£NGTH 248J.OO' 8.34' -------81.39' 33.00' 39.06' .... 75.79' 183.00' ...... " 58.24' --50.18' 33.00' 51.84' --165.30' 60.00' 28.19' 60.00' 150.62' 60.ixJ' · "" 28.19' --15.86' 217.00' 69.05' --- -- .... 34.91' TANGENT R£MARKS 4.17' 6"TYP[ "G" C&G .. _ 6'TYPE 'G" C&G 22.18' 6"i'YPE "G" C&G --6"TYPE ·1;· citG 29.37' 6"TYPE "G' C&G --6"TYPE 'G" C&G 33.00' 6'TYPE "G" C&G _ .. . 6"TYPE "G" C&G ----,,_, _____ ,. - 14.J6' 6'TYPE "G" C&G 18J.75' 6"T'rPE •i;• C&G 14.36' 6"TYPE "G" C&G --.... S"TYPE •c• C&G J4.82' 5'T'rPE "G" C&G _ .. 6"TYPE 'G" C&G STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SDRSD STD. Q .. 9 @ CONSTRUCT CURB INLET TYPE 8-1 PER SDRSD STD. D-2 @ CONSTRUCT STORM ORAIN SLOPE ANCHOR PER SOR5D STO. 5 .. 9 @ CONSTRUCT VORTECHNICS VORTSENTRY VS50 (OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS (207 .. 885 .. 9830) PRIVATELY MAINTAINED.* @ CONSTRUCT CONCRETE ENERGY OISSIPA TOR & RIP RAP PER SDRSD STD. 0 .. 41 (RIP RAP 1/4 TON CLASS ROCK), FACING CLASS SECTION A-A . N/S. LOCAL D£PRESSIQN DETAIi -CURB INLET Pl SCMF: f" .. 20' 0 p 26'.55'00" ... 121'38'59" 60.00' 28.19' 14.36' 6"TYPE "G" C&G 60.00' 127.39' 107.47' 6'TYPE "G" C&G 6"TYPE 'G" C&G CENTERLINE DATA TABLE Q 2e·5s'oo· 60.00' 28.19' 14.36' R Nooua'oo·w 40.51' .... 6"TYPE "G" C&G --_ .. "ASBUILr .. !_·-~-,:,-~, •. \ \ B£AR/NG/D£LTA RADIUS 1 NOOTJ6'00"W · -·----.. --+-c8cc1.-cJcc9,, -+--.. -.. --; "l<NoTE: 2 , Noo·o5•oo·w .... 3J.61' --THI, PR/ll;ATf!. U/.IOER!i;t.QU/.Jt> S'/tlRl'f WAT/!~ .-~3~~,... 67'49'00" ! 50.00' .. -51:i/Bcc,, -+-c3"'3'"",6cc1c.,-l QUALITYJRE;4T"1e:;.JT UNIT AUO AF'PlJRTE/JAJJT OESCHIPTION: . 5-45.Gl CALTRAN5 BENCH MARK 4 N67"43'00'E .... 33.61' _.. FAC'IUT7ES LOCA'T1fl;> WITUI/J LOT lo2 WILl 13€ LOCATION: N~Y 511li:\\'ALK 10· nr Of WU 5IIJE Of BRIDGE REVIEWED BY: o--~-------+----,-~~-+--........... _ MAJJ,/TA/Nl!it, &'/ 7HE I-IOJ-IEDW/JE1?$ ASSOC. a 5 N67'4J'OO"E -.. 75. 79' --Al.I. IJl../ll'S ARI! Wl7HII-I PROP05er> ...... . .. A!lUIMOO AT THE 1-5 CR0.55NG Of POINSETTIA l ' 6 1814'00" 200:oo• 63.65'-+-3=2~.079~,-t PIJBI..U: /JTll/7Y ISASEME/JT. RECORDlC: --~1,...'1'1~5_ .. _________ .,...~ . .,.., '1£/3/ Ol □ LENGTH TANGENT 00'11'J3" -·--.. 2517.00' 8.45' 6"TYPE "G" C&G s 4.23' BENCH MARK #rb P.E. {fQZ?3 EXP. DATE . t=i7=~~~!'!.N"cc8~c:c5~ccc'.5~cc7~''°0~':c.Ot""E~~= .. j· ==5i~tt-;5~0Q.1~8~' -t--,i2w-i lr==r==r=_=_=_=_=_=_=_=:_=_=_=_=_~=.====_':,~ .... .:E_L~c~V;_A_.:..'_l.:O_N~:~~~t~::10_":.:.·_~;_•-7;;;~-<-[;.;.·_·~~~i~~~~7 ::.:::.D;_A -;_, U:::\lf: ~:::M=&=I ;;=~l;,(S:;;:P;E;C;T;O~R:::;::;;;;;;=:;;;:::::;::;;~:;;;;;;;::::;::;;;;:::::--;D;A;TE;;;;;;::;-I , 1 8 go·oo·oa· so.oo· 78.54' 50.00· 1~ ··· zg::;;.gg:~ == ;~:~~: == --+--·+·· ___ ...... ___ .. _ .. _ .. _ .. _______ --+--·--· , .. -·-+ .. --_ .. _, .. • 54EET • cITJQNgriNG q~~~~n CI SHJ2 I ' i l--'c"11--l-"cN04"03'00"W .... 165.30' ----+----+-• .... --------------1-----1---+---+--~ :=·:_·:_·=····'...'.::::======:--=======.:::=~ ~--====================================4----+---1-------------· IMPROVEMENT PLAN,. FOR: PLAN PREPARED BY: +---+-------------------_,-·---+---+·-----·· PLANNING ■ DESIGN ■ CONSTRUCTION --------~ STREET & STORM DRAIN THOMPSONITABATA CT98-14 5050 AVENIDA ENCINAS, SUITE 260 PHASE3 I ----i----t-------------------t---f----t---f-----f ;==:c·=···====· ·=·=··-·=-=======···=-=·=· -=·==·=·==~ APPROVED LLOYD B. HUBBS dr a ~if P~~RES 12 /31 ;os o1eff"'"' DWN BY: ::)vr · 1: PROJECT NO. : DRAWING NO. CHKC BY: .(,SS"" : CT 98 14 :401 9H RVWD .. BY:._ I -i - CARLSBAD, CAUFORNIA 92008 760.476.9193 ■ FAX 760.476.9198 • www.RBF.oom .. R-E"-vl-E'-NE-□~·~;B~Y~: ~~_,e-,;::;~::-✓:: .. /::···=,.=· :_.,., _______ .:!c!:_A,!iTE=:c:_7S;;r_--,,z';~'F,~-tJY't"e--;Dc;-:TE:;;···;::..;;clN~~ITI~Al~--,.+-_-_-:_-:_-_-_-_-_-_-_-_-_-_-_-_-:_-_-:_-_-_-_-_-_-_-_-_-_-_-:_-:_-:_-_-_-_-_-_-;_-_-D:A;:T£-:_-:_-,.+-_-,N:ITIA::..L~::.._D-A:lE::..;:..IN:..111:..A~L-I MARK S.~ R.C.C // 2682' ENGINEER OF WO"K REVISION DESCRIPTION --~· ........ . 949 .. 47J .. J505 " OTHER APPROVAL CITY APPROVAL C:ON5ULTINl3 0----+---+-----· --------- :062204 E 0 ~ --... ~ "' ~ .. i: a li1 Q "' a: ! ... "' ~(") C tJ UJ ~C/) ~ its: -:r:: '!; lie 0.. .i:i,. C) 0. ' ~ C/) 0 ,;-.,::. ~:c:: -i:s w 0 !o.. I\) ..... -1-I 2 3l.~ (0 ;rn ::c f:l -::,; go ia:: ;§ 0.. ~~ :i::- l I ·'·' 1'' ''"' ""'·' .• I .. '... .. ,,j. I+: .. ,.,., ... . l .. _· '.. __ ;,.·~"···."·~-· :1-.·. L "·-~~=/··'" .,..j. _j·,,:,;,, □ 1 2 3 ,_,._'" ___ 4 5 6 7 61 60 62 I I \ \ I I 1 CENTERLINE DA TA BEARING/DELTA RADIUS N04'03'oo··w -- 0227'00· 1900.00' ------No6•3o•oo·w -- 1826'15• 800.00' N11'56'15"£ -- 05•45•15• 1100.00' N06'11'00T -- '"-" ,,, .. ,,,S~M•~~, I TABLE LENGTH TANGENT 165.30 -- 81.25-, ---40.63 ... 215.82' ---257.44' 129.84' -109.82' -- 110.47' 55.28' 63.63' -- CURB DATA TABLE 0 BEARING/DELTA RADIUS LENGTH TANGENT REMARKS A N04'03'oo·w --165.30' --6"TYPE "G" C&G B 02'27'00" 1917.00' 81.97' 40.99' 6'TYP£ •c· C&G C N06'30'00"W --215.82' --6"TYPE •c• C&G D 187.6'15" 783.00' 251.97' 127.08' 6"TYPE "G" C&G NI 1 '56'15.E 109.82' ----- - --i;"fYPE "G" C&G E -----" ----05·45'75• 1117.00'-112. fii' -56.14' 6"TYPE "G" C&G F G N06i1'00"E --63,63' --: 6"TYPE •c• C&G H N05i1'00"£ --29.31' --6"F?P£ "G" C&G -· 05'45'15• 1083,06' -I 108,713' 54.43' 6"TYPE •c• C&G J N11 '56'15"E --109.82' : --6"TYPE "G" C&G K 18'26'15" 817.00' 262.91' i 132.i;iY 6"TYP£ •c• C&G .. -------' -N06'JO'OO"W 215.ifi' 6"TYPE "G" C&G L ----------~ M 02·2rao· 1883.00' 80,52' : 40.27' 6"TYPE •c• C&G N04 'D3'ao·w---130.98' i -------6"TYPE •c• C&G N ---- 2 I I J I I I "' + "' a, <o "' R/W 3 \ I \-~ I 65 :':~f 0, -<o \~~r (") CONSTRUCTION NOTES 4 ,§) 66 I.... \i (.,; N \ <,, + .... o+ \t !'> c\~ . -., "' oN ·"1 -r %\00 Ci) CONSTRUCT AC PAVfMENT OVfR AB (SECTION TO DETERMINED BY R-VALUE RESULTS) @ CONSTRUCT 6" TYPE G CURB & GUTTER PER SDRSD STD. G-1 @ CONSTRUCT 4• PCC SIDEWALK PER SDRSD sro. G-7 {J) CONSTRUCT OR/Vf.WAY APPROACH PER SDRSD sro. G-14 @ INSTALL STREET LIGHT PER SDRSD sro, E-1 5 \ \ 0 I I 0, ":\ .... + a ... 67 =+ "' + "' ·-\"' "' a, . -"' ~\~ -., "' --<. §> 68 -\"' o, + QN "\"" o°' ~\ '-l ""' \c.n o'1 \+ . "' "'1-~ 90 6 \ i, 69 ~~ @70 \.Of'f":l: • a, +g~~ u, O"lor-_., ~ \t-> :': "' b~f22 u, \"' • <X) :-., -., . C s::==i rl:J ON "' (:, ~,0;) Ni ,: V, --- µL "'" ""\ ' \"' N o, -1"' a, :::ii 0, + i+ + "· 0, "' u, . "' 1--"" ;.., N_ 4lr--"' . + ot . '-' "' ... "' \~ ~ --< !" = .... "" "' I" I .. ... I 92 91 HERON CIRCLE 0 cAN PREPARED BY: ~ CONSULTING REVIE"WD 3Y: . ·'. '.. "\. ·'; ~ i , ,. . , ,,,~N: .} ,._, i•" . ' . '• •·>:f'.: j ,, .... _. 7 8 0 ;,. ~ s ~ a o; aj a 0 (C + rt "-- "" 71 7 I '" -"' 9-.c::i ~10 rt '-0 --I <cl' '-t;.~ "' .... o; Oj " & -... .,,; <o rt "--ct -J; I 93 I -- ·.• ........... ·~k··.:~·-;_ ' ' . ·.; ... '· ,L,:.:,:,.L~_,~. :.L,~~ os=-~"•~'.~,,_,L,_,."~=••• ( w=•=-•~ •~--'~•:_;,L.,.~f==• ;,;.,• V • ,,;:;~:.,/~ll.:..J<,._,,,,.,_,,_,,,~;,,,,,,,._\»c c I , "I "' "" -J; 9 10 11 12 I 72~ t:: ~ 1 I 73 7 • C) -~1· ~ +;~ o/ !:: i! ~ -i-...: ""~ 0, c:;. J; "l 0 i-Co 0, -k.llf" ~ 3 94 ' ,._ ,c., I li'J I 3t ~ ~;-'" -9.llf' Iii! '"? 2/ ~ I, ~ I Oj w I ~1 i~ & ~its --Co/ ~; "' ..,/t r ,.,,._ Ctj (-'} ~✓ "l ~ i3 "' "' 0, &{"c:, (tJI. r,; "' ~t;;li{ 1·"! "1 ~ . 0) ~ ,1;/ J; I "'°' "' ~ I 95 0 I I 4d 3(1 20' 1r1 O' 4d 8(1 -----GRAPHIC SCALE: 1' =40' I I &/ I I 74 I ;-JI 7 75 I ey 7 ~1 1.;I ~ &(O "'1 ' al ·I CJ 18 ~, ~ ti. /:? . ~,._ ®l +I:; ,'J{ !ti I ·CJ ':I:/ ;i ;2 " + ,-;; / "" a "' + (.a" ...... "' -a----ttl C; fjj I ~/,t (IY !~ .,.(,;; i;J! '<i -~ "'I ~ "' "r _, "" ~ o,:i e::, <::jl ~ .,.., Q °'/ "' "' ~/,: ~I 96 -G 97 BENCH MARK 5-45.GI CALTRAH5 BENW MARIi tfWI. Y 51DEWAIJ( 10· EH Of wi.c·L=Y ~51JE~o=F~B=RID=(;fc.---DESCRIPIIQN: LOCAT·ON, At\UTMENT AT TtiE 1-5 CR055NG Of POltl5~n~TIA,,___ RECORDED: --~l'l'!Sc=-cc ELEVATION: 10:;.7G Dt,TuM_.MSL SHEET 5 I 76 "AS BUILT" #¢7 DATE REVIEWED BY: 1~:-~ s/,/01 DATE CITY OF CARLSBAD [si:i31::e:2ts_~_ ENGINEERING DEPARTMENT ' j IMPROVEMENT PLAN FOR: PLANNING ■ OE51GN ■ CONSTRUCTION STREET & STORM DRAIN THOMPSONflABATA CT 98-14 5050 AVEN1DA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92000 760.476.9193 ~ FAX 760.476.9198 • www.RBF.com 1-----+---+---------- - DATE: ':/.-/!f'· 6;/1---□:c-A:-::TE:::-+c-,NcclllccAf..,-t----------------------t-:D:-A-::TE::--t-c:-IN:::!TcclA.,-L-+-::D-:cATE=--t-l:-Nl=llc-A:-L-t R.C.E # 26821 ENGINEER Of WORK REVISION DESCRIPTION f-0-TH-ER-AP~P-RO-V-AL--+ CITY APPROVAL PHASE3 E 0 "' ':1 ~ "' ~ .., lg "' lg "' I "' ;:.(") ~UJ !(/) c~ @Cl 0. ' 5-U) ::; < i:s ~Q. i:,I- C, < iUJ ~~ ;c! ::,. ;c! 0 "fa:: 2!i Q. .s-:::e :i: - \ l .062204 C :E (J'I C') 0 ,:a. -(.,,) 0 N .... I (0 :c . ·1 \ ·;·" ' .. {''" F·". 1-o>f 1 . , \ \ \ ~'\ \ \ \ .· I \· // / ~ /' . ' ": .. _,\,. I ., • . ', ..... J::vy,.., ···.· ;· f7' =r· .· / / 0 A 8 C I I BEARING/DELTA N06i1'00"E 90'00'00' N83"49'00"W ; .J:· ,_,,_ . l -( .. .. f . "{' ' • • !, . , ""''~~,/•-•v•'··-~_·""'2~··"'.~"· · · · f ~ sc~. ;" .. 4/.li' . Ii $Ale ,t:" = · ..... •· 1.. . .. i .. '. . ~ • ?u ,J • • • ' . ~ ' { :t , ~ -·1· ... . j .. "T•':""·· .. r . -. . . . . . t· , o iA "'ft. ,. . .· .. ~....;....,..4""""....i.i: ~ .., ·'+••.··•+ ..•. ·.•.······' I . ... JU ' L .. .r.:.i,:.l 1 -~ • ' . -. . . :. ; : ; . ;. . . . . . . .. ;;;.; •• , ...... ,,.,;; .• ,,.-.,,,-'v.«;;-""St.,.;_..,~~o°'•"#v..i;/;"""'<',v,;o.;j;;.,~ • •~-•• """•Vi~-q/4v, W~>•«~""'" -•• :.,.:,,+~,.,,v,,i;_,,,._.,,.~7"k0#:::M-2":_•~i'<~~=-,; ,,_,,.H"Z.,.«.W.,,J•,~s $ff SiiffT 21 .,. .,. .COR Sf#ER & WATER 11 12 13 \ '-' c::' u c::' '-' c::' 2 ~ ': : ·-~ ·-c::' f-.-:'.[G: 21c: ' r::i ~ ;:!; " ~ f;j -,:'~ ~ <o "' ~ <O 0,"' -c; ..: c; -c; -c; -d ,._; ..; <o ·<o <o (C "' IO ~ ~ ~ ~~ ~ C\j :"' "' "' "' "' ' LOCAL DEPRESSION DETAIL-CURB INLET 123 SCALE: 1 "~20• ·HIR UTME'AST' 91 Kll:E T I ~~1:: ~ ~ 2 c.: ~~ ~~ ~f;s ......:o ......:o -:O ~~ ~~ ~~ <CJ,_, "' le ~~ ....!C} ~~ "' C, .,; b <o, ;.. a <o - 0, O! .. L,__ R·u ~ "' ,. " ' "" c,, I.{) I Li_ ,<o ~ c~ 5' LOCAL OCPRf,SSIQN DETAIL-CURB INLET 12+ SCALE: /". 20' CONSTRUCTION NOTES (J) CONSTRUCT AC PAVEME:NT OVER AB (SE:CTION TO DETERMINE]) £ff R-VALUE RESULTS) @ CONSTRUCT 5• TYPE: G CURB & GUTTER PE:R SDRSD STD. G-1 @ CONSTRUCT 4" PCC SIDE:WALK PE:R SDRSD STD. G-7 (±) CONSTRUCT DRIVE:WAY APPROACH PE:R SDRSD STD. G-14 @ INSTALL STRE:IT LIGHT PER SDRSO STD. [-1 @ CONSTRUCT PE:DE:STRIAN RAMP PER SDRSD STD. G-27 TYPE A STORM DRAIN DATA TABLE @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STD. PIAN DS-1 & DCTAIL H[RE:ON CURB DATA TABLE RADIUS LENGTH TANGENT --63.63' -- 33.00' 51.84' 33.00' --86.24". -- CIRCLE REMARKS 6"TYPE "G" C&G 6"TYPE •c• C&G 6"TYPE •c• C&G \ \ \ PLAN PREPARED BY: 0 DELTA RADIUS LENGTH • A N15'55'15"E --14.14' .. -. • 8 N47'06'74"W --37.79' • WATffiTIGHT JOINT REQUIRE]) CENTERLINE DATA D BEARING/DELTA RADIUS 1 N19'14'00"[ 2 103'03'00• 200.00 3 NB3'49'oo·w 4 go-oo oo· 50.00' 5 NBJ'49'oo·w 6 Nos··11 'oo"E 7 N06'11 '00"[ PLANNING ■ DESIGN ■ CONSTRUCTION TANGENT i REMARKS --18" RCP(2000-D STORM DRAIN NOTES --i 18" RCP(2000-D @ INSTALL 18" RCP STORM DRAIN PIPE (0-LDAD P[R PLAN) @ CONSTRUCT CURB INLIT TYPE 8-1 PER SDRSO STD. D-2 @ CONSTRUCT CURB INLCT TYPE 8-2 PER SDRSD STD. 0-2 TABLE "ASBUILr ------- LENGTH TANGENT BENCH MARK -1.UJ(~ P.E. {R0?.:33 EXP. DATE 102.29' 359.71' 251.66' 86.24' 78.54' 50.00' 50.00' 50.00' 63.5J' DESCRIPTION; 5-45.Gl CALTRAN5 BENCH MARIi LOCAT•ON: -~N""·w·i.:r 51DEWALII 10' EU Of WlY !\IJf Of llml-1-R_E_V_I_EW_E_D_B_Y_: --------------! --~AB~.!JTl'll:NT AT Tttf 1-5 CRO55NG OF PON5ETTIA ~ RECORDED: --~19'1""5'= __________ ~ c -..J..,,....,_ ELEVATON: 103.7G _____ DATJM~H51-__ :~:JFI :==:...=========:::::'....'-== IMPROVEMEN1;~:~~ STORM DRAIN ... -1 SHEET· 6 ClTY OF CARLSBAD ENGINEERING DEPARTMENT D 103TJ3'oO·· . . 1Eii61Y 329.14' 230.27' 6"TYPE "G" C&G ~ THOMPSONITABATA CT 98-14___J PHASE3 E • N19i4'00"E --26.96' --6 "TYPE •c-C&G F N19i4'00"E --26.96' --o"TYPE ·c· C&G G , 103°03'00". . 217.00' 390.29' 273.05' 6"TYPt "G" C&G H · · ·NB3'49'oo·w --51.92' --6"TYPE •c-C&G I ' 26'55'iJiJ• ... 60.6ii 28.19' 14.36' 6"TYP[ •c• C&G J ! 143°49'59" 60.00' I 150.62' 183.75' -6"TYP[ •c• C&G K i 25·55•00· 60.00' -+ ·28.19' 14.36' 6"TYP[ •c• C&G I 4(J' JO' 20' 1 O' O' 411' 811' - -- -GRAPHIC SCALE:: 1' =40' CO N 5 U I.. TI N G 760.476.9193 REVIEWED~~ MARK S. ANDC:RSCN 949-472 3505 5050 AVENJDA ENCJNAS, SUITE 260 --· --~·----· -·-·-·· CARLSBAD.CAUFORNIA92008 I APPROVED 11 CJVD B. HUBBS qy • FAX760476.919S • www.RBF.com ------t-----t----tf---+----1 ~ L/ t-e;~ 4'i. ~/,~/,'? j ;/ --------------+--·····+----1---1 'CITY-ENGINEE«: PE2 89 EXPIRES 12/31/05DAT J JA Tt:: r?f'·e>f/l--;:0c:An::;;::--1-;;;1N:,;ITic:,AL:-t------------------t-:0:cA-::TE::-+-:1N;;;;ITI:cAL:c-t-:0:-A-::TE::-+-:1N-1TI ... A-L-I : OWN Bv ... Jlrf_ PROJECT NO. . DRAWING NO. R.C.E #268F' ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ;~00g §~:·-~_-_·· CT 98-14 ,401-9H 062204 E 0 ~ -.... ~ "' s:!_ .. ~ Cl ~ c:, <ri ; .. "' ,:::.CT) 0 ~IJJ !C/) ~ f~ al a. en C) "' ' ~(/) f<: 0 ~ i:s -w 0 ~a. I\) ...... r,1-I §~ co ;/; ::i: :c ;;; I.U " ::,; "0 ~o:: !~ :i::- 9 I I STORM DRAIN DATA TABLE 0 DELTA RADIUS LENGTH TANGENT A N41 '24'34"E --5. "18' ----~------· 22.50' ----- B 20"01'26" 7,8'>' J.97' C N61 '26'00"E --5-,,50• -- t -' ' ) ' '. 0 \ ., ("' ' ;~ ·'~ ~ .. ·' ·:. ·::· . .. . . . . ~ . ' ., .12.0Nt.i;I '$¢Alfi f• .. . , . , . -• ,», • ~"" , •• . :.:;: .... : . ' .¥":,: ·•·•·•• . • :.t : f. .L ·~ ~ .... ".. j .:: .. •.::, .. : •. :,::::::;;::,::: .. ••·:+: .. ::.,.: :c:,.:c,. :;; •.• ; ... : •. :.:.:,; :c .•. ;:.,:c:c •••.• , .• t···•····c ...... , ...... , .................. , ..• , •.•.. ,.:. • . +' : .. ::L:c.•c.c.•:•.Lc c:cJ,c.:::L:.:cLc, . ..J·• BS 0 A B ' C D E F G REMARKS H 18" RCP(2000-D) I . ii'' RCP(2000-D 18" RCP(2000-D J K L 12 13 14 I I S[F 9'tU 22_ I FOR S[WEf{ & NA TEP I I I 8.3 I I CRYSTALLINE DRIVE CURB DATA TABLE BEARING/DEL TA RADIUS LENGTH TANGENT REMARKS N20"44 DO"£ --50.22' --6-TYPE "G" C&G ' 42·55•f4! . ' 420.00' 314.62' 165.11' 6"TYPE "G" C&G ·-83'37'14" 30,00' 43.78' 26.83' -6"fyp( "G" C&G 83°34'39" 30.00' 43.76' 26.81' 6"TYPE "G" C&G 19·30•39• -··. 417.00' 142.00' 71.69' 6"TYPE "G" C&G ------N54 ·3o•ao·w --44.19' --6"TYPE "G" C&G N54 'JO'iJIJ"W ,-. --44.19' . ·-·-------· --a-TYPE "G" C&G 17'35'0/J" ___ --------117,54' 38.J.OO' 59.23' 6"TYPE "G" C&G ' ·-08'21'00" 100.00' 14.57' i.ja• ·-··-f•rypt ·c· c&c N2B'34 ·oo·w --41.10' --6"TYPE "G" c&G 49"18'00-. --------380.00' 326.97' 174.38' 6"TYPE "G" C&G N20'44'00"£ --46,88' --6"TYPE ·c· C&G 40' 30' 20' 10' cl Bel ----GRAPHIC SCALE: 1' =40' ' ( e '! "J .....•.• , •. , .,.-1.,~-r-! ~u-'J .,,,-=f;-w«>s--;t'•""-~.',<=•>;•e'i°'W '"''Y"" ,-C:•~---:~,~~,•sv..~l~":3~ r ........•.... ]: J -"f·· ; . ;, •-¾ ' I . ; i . :::·, ; l~2. ,, 'if' . a,, . : in ..&'' . . -:; --•~·t ~~---1 --. , • . " .. ·j .. , .... ,.,,+. . ",,,.,, .. I l .. :-; .. "+ . ·! 7, ·i>" ~ j;, .~~l~ ,;::.,L,,;::. L ... ,i• .. ··+•· ,;30, .. , ; :1£.DfJc~ l · : F•F~· :::: .. ,.·::::•·•c;;••·JRAF;=;-=~=·'J'JbN;::.:·"'.•"7Fl:.::c:::::.;:;:.::;=i=r " ff!: Y:.1-:.i2~~,;r , . ,~q -,---,-~ i:i;c;,.~ ~.,.,..,,. _,' _ _, --::-·oc .. -· ' -, !,.. -~:,= " ' -' " ·, . ··-· -. , :;...c...; tM,,, ·+ r -~·->· ~: __ :·~-.< .29-·t ' ::: .. j•.·:;: .. )·· •.. i . ". ·. '· .. . ' . . . . •'..•:~t•••••.~•.•:•t" .-f • .. '.: O• "t", ' ;;"'"",' : ~$l=EfH.l¥.;.CU* IttAr,aj : .. . . · .... ,.,2m ... 1:rMt;;t ... t:ci ;1.z• · · f,_ +,, :;.,_,. + QR m~~rfl~1'l£t •·..... ·· ·· .,,., · .... , .. to.,,:. !,) <., 12 • , • , '"' · -, +·< :-.... , •. ; ,-·t· -~ F 1r,.,_ , . , ·.. . · ..•... ;· • •... L l!!i,c t,, 1io · n M'~ i . . .. . . ., •.. · :-+•. ::<"'·':·•· .; .. ; ' ···.··· ... "' ;"·····'·· l ; j ; ~~ § ,~ ;~ ! ~li ·.F·.'·'····· ··. + . ' -=>=~w -o•.>,-. r:"~ r·:,,1:2~~---!· _ " __ ,~,,~~-n-=,-m,, ""'"' '~'""'""~" ~ ! ~~ ,. ·'•o .. •:i.'cc I, .. ,; .... A&;. . .•.. , .. . , + ' .... ilCO"O' '·'····"······ f""·): ·.-.! ·'f,_,·'·· ···: ,,~ -~·i. 1 .. ;L' ...... t,·.' •.;:::,:,:,,., . .t,i;·•····•·•ti ........... i•r .• ; .. ·· •. ,+. .. .. i• ;s~u1:~'1k~8' flE:TllR~.:• ... . . . ....... · .. · .. · .. 'CRYSTAi.ENE JJRF',fc & RQSE. fJRfVE : · • . .. :: . ;,,... HORIZotliAt SCA/Ji 1",.'°' • ';' . l · · ' ~~ sct.ie·· rr~ir• ' · · ·· , '.;"i·. . .•. -"·.1 , ""·" i:.,.•••··•·••r ·, ..... · .. .r. ·.. . ..• ,, . :J .'. '' .-.".,, 1.·.· •. ··• r ·. j.·.·••+'···.,• .. · .. •· .. · .. ·_ ... ·.• .. ··, .. •~,·•.··. :, .......... ,,.·•.·····•··.·.•·.· .. :.• .. :;·;;•·· ... •''T:, ·",ii•··· T •.·····• .. 1;;;· ' ; .··•··1} ,. •• -;, • i• • l . ,. :::x:c• .. :.•.•·•·•·'·',"'"''·"L'-··•··•· ....... ,.J... .. . . . . . ... , •...•... ·--·.,_. -· . '. .. ·., ,; • --•.. '. .... :f. __ . _} ·,., .. " ..•... ·-l . . ,••t, -.~w '"•""" ,~,~,~-'"' +~~,~ 1•,.. '""'"~"•" ..,..,,, • ••• ••••., '• '"•••" HH,Y• ,-• ~ "'"'" •~ ••"~"-"''~W•~,,;,..,•,~0,-~•-@"~ Pl A~ DRFPARED BY: 15 CONSTRUCTION NOTES ,.. 2 c:: L, c:' ~--l '-' _,,;,, c:' ~ ·"' -le - ~ "' Q!C) "' ~ O):,:o Cl C,"' ~ -<.o:-. "' "1•"-. "' -"' ,-.: ,-.: r--.:;r--.: ,-.: ~ r---.::(0 ,-.: r--..: r--.: " t::i t::i "':l!"') t::i ,....,:,...., t::i ~~ ~ C\11~ "' "' LOCAL DEPRESSION DETAIi -CURB INLET 112 SCALE• 1 "-20' CENTERLINE DATA TABLE D BEARING/DELTA .... T RADIUS ! LENGTH .. ( _., N20"44'00"E --92.79' 2 75'14'00..-400.00· 525.23' 3 N54'3o'oo·w --44.19' 4 N61'26'00"E --207.95' TANGENT -- 308.2J' -- -- BENCH MARK DFSCRlf'TION: 5-45.G1 GA1.TRAN5 llENCH HARK (i) CONSTRUCT AC PAVEMENT OVER AB (SECTION TO DETERMINED BY R-VALUE RESULTS) 0 CONSTRUCT 6• TYPE G CURB & GUTTER PER SDRSD STD. G-1 Q) CONSTRUCT 4• PCC SIDEWALK PER SDRSD STD. G-7 C±) CONSTRUCT DRIVEWAY APPROACH PER SDRSD STD. G-14 @ INSTALL STREIT UGHT PER SORSD STD. E-1 @ CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-27 TYPE A @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STD. PLAN DS-1 & DEIAIL HEREON @ INSTALL DSN & Rt "STOP" SIGN & "sTOP" LEGEND & LIMIT LINE PER CALTRANS STD. PLANS A24D & A24£ @ CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-27 TYPE 8 STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT CURB INLET TYPE B-2 PER SORSD STD. D-2 •ASBUILr rp/,o,laS -~/o/o7 P.E. {§oz,"i3 EXP. DATE LOCATON: N'WLY SIIJfWAIJ( 10" E'LY OF W1.Y 5lllf Of BRIDGE . --..... -.. -."-AMHl:NT AT THE 1-5 CR0551NG OF fOOSITTIA REVIEWED BY: c.,....._.J~ RECORDED: 1'l'l5 EL[VATION: 10:l.7G . ' DA IUM: _,.,.M!,..__ s/slo, DATE ·'1----+----t lsB.ml I CITY OF CARLSBAD ! j SHEETS [ LL_j I ENGINEERING OEPARlMENT 32 IMPROVEMENT PLAN FOR: PLANNING ■ DESIGN ■ OCNEiTRUC:TION STREET & STORM DRAIN THOMPSON/rABATA CT 98-14 5050 AVEMDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNlA. 92008 .-----,----""____ I PHASE 3 1------+--l------~ -· .,_. ·----+---+---+---1------l - CON 5 UL Tl N C3 760.476.9193 • FAX 760.476.9193 .. www RBF.c:nm 4 /4' e--:;.e-a vP'._,;;i · < . . 4;,/2,1 u, <1 APPROVED LLOY) B HUBBS ,JY ~ CITY ENGINEE~PE23.iif9 1:XPIRE$12-'.l~ O~DATE' REV!EWEO)½---// ~-DA TE ~7!JP-,:,y't--;o"'ATE:;:;:-+;;:;1N"'ITlc;-AL:-t------------------t-.D:-Ac=TE::-+:,Nc::ITl=-AccL-+-D:-Ac:TE::-+:=:c--l MAR'< S. ANDERSON R.C.E # 26821 ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 949-47?-3505 DWI\ BY: vVT PROJECT NO, I DRAWING NO . CHKD BY: a,s,r: CT 98 14 401-9H •RVWD BY - 062204 ~ ,.., 'I'; -- "' ~ "' ~ .. ~ Cl ~ C " Q ~ ~ ;;:..c,, C ~Lu :E(/) :E ~~ ~ IE a.. ..... G') 0. ' 3(1) a .i:i. '";.;: i:s w 0 ~a.. N ..... -f-I ll ;.;: '.?.UJ U) ~~ :r: l:1 -::::; 20 ~er: ~a.. !~ :c- ' . . ' " ,.,.,i,. . ... . " ' . . ' . 9 • • ""··1_··."· ---~ YM":.,,,:;_,,~ " ;•,->S ;,,_,;;,~t~~~v':,.,~~ -._ · .,.· .. _· I · L -~-- .,. t,. 1 .,J.,, .• ! ..•• , i! ; <2·-,..;.j 1· ..• -rr~ " f "'4" .~-i·,· 1: ~-+·· .; ... i• ; ... ... +~t~--'·' " . ' . " . .. . . : ·•s~ . . . ., ,. f . I ' .·! . ? . ·:.( .• .. ••"'."'f'"'·'• 0 A B C D E F G H I J K L M ' N 0 f I " ·, \ BEARING/DaTA 112'58 31• 98'10'18° 30·42•00· N04 •44 ·oo·r 14'40'45" N09'56'45"W 10·50•45• N00"54'00"E N00'54"00"E 10·50•45• N09'55'45"W 14'40'45" N04'44'00"£ 59•14•00· 00'57'29" 205 204 SEE S:lffT 23 "' a FOR SEWER & WATFR ; ,..;. "' 0 "' +' (0 <o ·-O> -co :,;_~ "' ,,. + "' CURB DA TA TABLE RADIUS LENGTH 30.00' 59.15' 30.00' 51.40' 233.00' 124.85' 214:il'.3' . TANGENT REMARKS 45.30' 6"TYPE G C&G 34.62' 6"TYPE "G" C&G 63.96'-6"TYPE •c• C&G ----+--5'TYPE "G" C&G 267.00' 68.41' 101.49' 34.39' ' 6"TYPE "G" C&G 1--==-1--=-"=.--.-' . , 6"TYPE •o• C&:G . 233.00' 44.11' 57.01' 137.01' .267.00' 50.54' 101.49' 233.00' 59.69 214.63 257.00' 276.0J' 233.00' 3.90' 22.12' 25.35' 151.78' 1.95' . 6"TYPE "G" C&G 6°TYPE •o• C&,G 6"TYPE "G" C&G 6 "TYPE •c• C&G 6°TYPE "G" C&G 6"TYPE •c• C&G 6"TYPE •o• C&G 6"TYPE "G" C&G 6"TYPE •o• C&G i'.l\ L, 9\ ~ " -· 166 165 0 A 8 C D [ F ,. G H 203 .., i VJ 15· <'. en '-· c., :q 0~ "' .,., Q "' "' . -·" .,; -..J..J .,., a Q'.)!f-0 0, + c6 rt;v-i C) ,:t "' -i1; -,~~ -f1i ""' + 00 R/W - ... ~ >-' ;.: " " ... ~: C) ... c, "' ~!~ -~ "'· Q <xi "' -+-· d + to + 0, "' <xi " 0-, "' --r'") I -'"' "" -~ v ,.. L@-., t R/W-_,_; " " a a ... " -"' g! ... g;j g o 0 0 0 -c6 " ;!: ,..; + ::! + '" 0 "' " -'"" + -~ +, "' e::!1 -... ... I 167 168 a\i >->-"' ,, $ -al ~ a il'; a "c.\ . g! a 2 t?i a " "' -:':\ co "'! ... <6 <6 g + ,-+ ·-.,; + ~ ~ "' .,., "' -!(3.1 + -~ + + 0 0, 0, 0 --"' -,. i 169 170 171 160 1 fi 1 CRYSTALLINE DRIVE STORM DRAIN DA TA TABLE CENTERLINE DA TA DELTA ' RADIUS LENGTH TANGENT REMARKS ' N44'59'19"£ . --20.89' --18" RCP(2000-D) 44°05'19" 45.00' 34.53' 18.22' 18" RCP(2000-D N00'54'00"£ --20.70' --18" RCP 2000-D ,_ -r-- 18" RCP 2000-D) N00'54'00"£ --20.00' ---. '-•'-. -~ - - N44'06'oo·w --10.25' --18° RCP 2000-D) □ BEARING/DELTA RADIUS -· 59,4•00· . ' 250.00' 1 N04'44'00"£ 2 -- 14'40'45' 250.00' 3 N09'56'45"V/ " 4 -- 5 10·50'45• 250.00' N8Ji6'52"E 1 --27.49' --18" RCP(2000-D) ---------~ 6 N00'54'00"E --. . 45·00·00· 22.50' 17.67' 9.22' 18" RCP(2000-D) 7 N50'39'15"E ------ N45'54'00"£ --9.58' --18" RCP(2000-D 8 : 25'20'14" 200.00' r ... 0 u v, m - '"' ~z a, 0 ~ 'J:,.W u:, Ol o,, C)~ +\ _. ~ ';;[3 'i!.~ + "ttno ~ ~i.:J>~_ .... I 1 "' 172 @ TABLE LENGTH 258.45' 214.63' 54.05' 101.49' 47.32' 117.01' 30.00' 88.44' I I 159 \ ------------ TANGENT 142.12' ---' ... --------- 32.20' -- 2J.73' -- -- 44.96" \ I -- 158 \ 176 40' JO' 20' 10' O' 40' Brf ------GRAPHIC SCALE: 1' =40' . ' ,';, . '' " .. . ! . '. • '~ ii;~~· . .·t-~·-.•::C --~-: .. .,. I • { ~ • ' " ' • -~w:i,...~-,»,-j..,,;.,,,,;,_~,,::~ '! ' ¾. r I "; w-;.,.,.:~; .•." + ,~~>~ .. ) •M•0~" l . ,•••.~,_~'.; •w ~ c::: "' "' -<o ~~ LOCAL DEPRESSION DETAIL-CURB INLET f3 SCALE: I "-20' STORM DRAIN NOTES @ INSTALL I 8" RCP STORM DRAIN PIPE (D-LOAO PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SDRSD STD. @ CONSTRUCT CURB INLET TYPE 8-1 PER SDRSD STD. D-2 @ CONSTRUCT CURB /Nl£T TYPE 8 P[R SDRSD STD. 0-2 •ASBUILr --riqzf--4(& 0-9 BENCH MARK P.E. /p!J'l/$3 EXP t,/30/t1$1 l DATE DESCRIPT0N, 5-45.Gl GALTRAN5 BEN~C!ic!.. ~M~~~=~~=~-1"-;:::;::::;:;:::::::-;:-:;-------------7 L0CAl:0N: N'WLY SIDrv/AiJCtii' ElY OF W'LY 5lD[ Of llRIDGE REVIEWED BY: RC:CO'lDF,~-: ~~~:..,~cNT A_r_rn_r_i-_5_CR0551NG Of P0051;111A~--, ,;,..,1c,M.«J.,., _ Elc.VAII0N: 10:pG DATUM M!il PECTOR s/:,/07 DATE [ s8HEET I CITY o F CARLSBAD ! I SHEETS] 1----+--t----------------+--+---+--+---,1 ENGINEERING DEPARTMENT • 32 .~--t---1-----<l----+----I ----, · IMPROVEMENT PLAN FOR: ' PLAN PREPARED BY: STREET & STORM DRAIN THOMPSON/TABA TA CT 98-14 PLANNING ■ DESIGN ■ CONSTRUCTION PHASE3 505oAvENIDAENCJNAS.suiTE2€0 ~---+---+-------------------+----+---+--->---" I APPROVED LLOYD 8. 1-1us_2s_ .'7 r ··· ······1 CARLSBAD, CALIFORNIA 92008 .----<7' CON 5 UL Tl NG 760.476.9193 • FAX 700.476.9198 • www.RBF.com -+---J---t---'1----f L~ ---~.-:.a ~~ t:JJL,,/e,Y REVIEWED.~ ~B~Y ,:.:.__ .CITYENGINEE~ PE2.,8@ EXPIRES12/31/05DA'rE 1 ~ DATE Y,21'v:,ui-~0A-1t-+-1"-111-AL-1--------------------1----1---+.---l----1 D\\'N .. :3Y, JV-PROJECT NO. I DRAWING NO. ---~==~-~----------·-. ·--DATE INITIAL DA1t INITIAL CHKD BY, ,2..!.::f'. MARK s. ANDfRS0~ R.CE # 26821 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY-AP~PR-OV_AL_ RVWD EJY:-= CT 98-14 401-9H 949-472-3505 · 06220'4 l'c 0 ,,, ~ --~ "' -::;_ " f,1 " ~ Cl <ri ii' ,!; '" "' ;:. (") WlJ.J C ~(/) -j§ =e ~ it Cl.. G) Q ' 3,(/) 0) ::; :;z: 2. .a::. l:5 ~a_ w 0 ol-I\) ...... Q :;z: I ~UJ CD ; < ~~ :c ~o ~a:: !~ :c- ·•~=· . ·-t.- •· ._.. ,,,, 0 A B C D £ F G H I J K 1 +00.00 Q: SAGfBRUSH ROA =13+50.14 1£ ROSE DR/\![ CURB DATA ~ TABLE U)~(I) 'M,< 17 1\f-1 ~ ~' \+ ~ 'i 175 . -1.\(J\.... rt"\ ?:;;_ )~\"~ :r:.\.. ~ c_, ~11_ ~('\\:,.A Sclq. ~1-0 Jo Ye, J,~,o:'.; B\ +\ C'.'. -\\-j_ o :._. ·No Z C".i ,- \~ \ -~ ~ r"' NO\~ ::;c,., ,-----\ ~ \ \ 177 BEARING/DELTA RADIUS LENGTH TANGENT REMARKS J :Atl . ,. :; .· ·,· " L i 174 LAT •D-4" ..... SEE: PROFILE ON SHT 8 3+22.69[CR , 178 I SEE SH[U 24 fOR SEIIER AND WATER .... : 1;1 . . V • •. ",J.;, • , '. . > .:>··J ..... :_:·.-.~ _:_",,._.,,":_r/=-1-.-·;,·~-~; ., . . . . .. ? '. ••• v•' }, •'',", ' . I . +• . ' . (J2+ 16.70 BC) 198 / 4+22.69 BCR '5' I r 1£ sT LIGHT -.v 1 j = 9,500 I UMENS c.:, (12.,-37 2§) ~ C TYPE "8-(' C.I 6 '=4+32.69 19 2o' LT PU? SDRSD D-2. L=il. '12+35.28 @_ R/W· I TYPE W53 "' ~ ..,. a R/W 179 "" 180 ai "' "' . +~ .... 181 .,.. SAGEBRUSH ROAD N71 '28'32"E --37.78' --6"TYPE "G" C&G STORM DRAIN DA TA TABI.E 19'25'18" 183.00 62.03' 31.32' 6"TYPE "G" C&G N89'06'oo·w --302.02' --6 "TYPE •c• C&G . ()6i4'34" 467.00' ' 50.88' ---- -.. 25.47' 6 "TYPE "G" C&G 07;3•00· 433.00' 54.54' 27.31' 6''TYPE. "G" C&G N89'06'oo·w ----132.01' 6"TYPE "G" C&G : ----giJ'oo·oo· ' JJ.0()' 51.84' 33:00' 6"TYPE "G" C&G 90'00'00" ... 33.00' 51.84' 33.00' 6"TYPE "G" C&G N89"06 ·oo •w 70.00' . ----: 6"TYP£ "G" C&G ... 19'25'18" 217.00' 73.56' 37.13' : 6"TYP£ "C C&G 0 DELTA RADIUS LENGTH TANGENT REMARKS A N26'28'42"1: --10.25' --18" RCP(2000-D) B i N71'28'42"E --35.02' --24• Rcrirzooo::o; C 19'25'18" 210.00' 71.18' 35.94' 24" RCP(2000-D) ~-24" RCP(2000-D) D N89'06'DO"W --98.72' --.... E N89'06'00"W --64.74' --18" RCP(2000-D) F 47;9'47" 22.50' 18.59' 9.86' : ii!'' RCP(2000-D) ,. : 24" RCP(2000-D) G Nlt '28' 42"E --2.76' -- CENTERI.INE DATA ~ .. BEARING/DELTA! □ RADIUS ~· N71'28'42"E . --~ 1 -- 2 19'25'18" 200.06' ---------" N89'06'00"W 3 -- 01;3'00· 4 450.00 5 N00'54'iJO"E -- N71 '28'42"E --37. 78' --: 6•TYPt ·•c• C&G TABLE LENGTH 84.61' 67.79' 302.02' 56.68' 117.01' ·: ·" t:·.:.1:,,.· • "1 . J.. ''"-''--•" "f "\ :··"'('-~.' ·,·~t-·~·~=~--; · .;.,. .. ; .'.o c=•~-:· 6 0 1-.,, :c ,.._ Cl) '2, LU + 1M <O Cl) ·J, ·, • 197 ----~ 182 4d JO' 20' 1 O' O' 40' 80' ------GRAPHIC SCALE:: 1' =40' "~AN PREPN,EO BY: PLANNING ■ CE!iiilGN ■ CONSTRUCTION TANGENT :'!'··.· .. / .. . "L··,,-V . . fc·, ·T•· :. •·· •i • ··'. ••• •• c! .• ,:i • · .J 'J ~,,o), :, if j •• :,f '=:l a,--=ey,<':,.1,•-~-·• .. .. . }. }"· 2t ~~ iv; ,., --"' "' + LOCAL DEPRESSION DETAU -CURB INLET 15 SCALE:: 1 "= 20' v:--.; uf,..J :2c: ~ri ~~ Pr--3 Kis..J.... t-:. L._ --<. ~:~ ~1~ ~~ lis~ --~ ~ _.., ~ t-i ~ t-i 'l:;f~ ~~ l.rj:~ ") "' --_,_ ----~i~ --"' C'\j C\(~ (\Ji t'\I "' "' "' "' ' 0 ( LOCAL DEPRESS/ON DETAIL CURB INLET f/B SCA! I:, 1''~20' ~c_,l '-'-f---L._ (j._; ·-c.. --~~ -lg "' .... ... ~~ oi o::i ai ~ ~~ ~ ,mi'•• ' ... ; . "''11'·-:::-· --·-· " ""~ ' . \ } . • . . 1 : ... ,::cc:::: .. ;;;;;:.:.:·:·.· .. ! ...• .:. . r .. t · .. ·.; ·.;.;.;,, .. ·' I ;2:t-l .~ c.:, _, "-L,_ ~~ ~g ~~ dC'.i ..,.,..,., "' "' CONSTRUCTION NOTES CD CONSTRUCT AC PAVEMENT OVER AB (SECTION ro DETERMINED er R-VALUE RESULTS) Cl) CONSTRUCT 5• TYPE G CURB & GUTTER PER SDRSD STD. G-1 Q) CONSTRUCT 4" PCC SIDEWALK P[R SDRSD STD. G-7 <±) CONSTRUCT DRIVl:WAY APPROACH PER SDRSD STD. G-14, G-12 @ INSTALL STREIT LIGHT Pl:R SORSO STD. I: -1 @ CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-2 7 TYPE A @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STD. PLAN DS-1 & OITAIL HEREON @INSTALL STREIT SIGN (TYPE PER PLAN) PER CALTRANS STD WITH WITH POST PER SDRSD STD SDM-102. @INSTALL DSN & R1 "sTOP" LEGEND & LIMIT UNE PER CALTRANS STD PLANS A24D & A24E. STORM DRAIN NOTES LOCAL DEPRESS/ON DETAIL-CURB INLET fl SCALE.: 1 "=20' @ INSTALL 18" RCP STORM DRAIN PIP£ (D-LOAD PER PLAN) @ INSTALL 24" RCP STORM DRAIN PIP£ (D-LOAD PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SDRSD STD. @ CONSTRUCT CURB INLET TYPE B-1 PER SDRSD STD. D-2 D-9 •ASBUILr BENCH MARK P.E. //JOZ,'ifg. DATE DESCRIPII0N: -~5:;,-4~5-,\?:(;l\,jCAL~ruN~~5.!!!Bt:NCM~!JMt:l;Ai!i)rul~=--=-J-;::::;-;:;:::;-:=:-;::~--------------j LOCATION N'WLY 511JfWALK 10· EH Of l'/lY 5IOE OF ~DGf REVIEWED BY: ....... AB!JTMfNT AT TJjf1:5 GROSSING OF PDIN;,fTTIA I RECORDED: __ _,_l~'-'95"----------· ""~· ELEVA TON: 10:l.7• D1\ !UM: _MSL_ PECTOR •/:slot DATE I 1 ·c1TY oF CARLSBAD I I SHEETS I --~====~====~====;====~====: • ENGINEERING DEPARTMENT ! 32 IMPROVEMENT PLAN FOR: STREET & STORM DRAIN THOMPSON/TABATA CT98-14 PHASE3 -- 34.23' --.... 28.38' sa,oc:~~~~'c,~~~;R~;',;r;~~~ ~PPROVED I OYD. B. HUBBS 8-Y ... ' c □ N 5 u L Tl N 13 760.476.9193 • FAX 700.476.9198 'VIWWRBF.com l---+--+------------------+---+---+---+---1 4 -? ,. ,.--e--#. .,,...:;;v.r~ .;✓, /,q'"' I REVIEWED BY, . -+---1---1-----+--~ . TY ENGINEERC'Pwd9 EXPIRES 12/.31 /C5 D7+E7 1 --~ . -. 0.A :E: ,✓.'_r,.,,,,t-~OA~TE~-l-clN~ITI~Af.~1-------------------1--0-ATE-. -~IN_ITI_Af.--1-0-ATE--1--IN-ITI-AL~ WARK S. ANCERSON R.0.c # 26821 ENGINEER OF WORK 949-472-3505 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PROJECT NO. CT 98-14 . DRAWING NO. i401-9H ·o6ZZ04 § ; --... ~ "' ~ ... f;1 c:, lil " '" "' ~ ... "' ::;.~ 0 t:l LU ~ Cl,) :e 0. ~ fl: i}l Cl. C') cc ' co ;,, Cl,) $':;z: 0 .,l:::a, ci ~:5 -0 w :5 a.. I\) ..... -.s-1-- c:, <= I 1UJ (0 ~~ :c ~~ '"0 ~er: 1'i Cl. ~~ ±:- . i -; " ···~: ~~.,,. ·t "·-"·J: ., .. ,,,+ .. :.: ~~,.j\·~•:f~"':t·v;;••·:,.~·.,,,,,: v",:~·Y' ~>;",; -'. -~~- ' """'f'' "~' '"; -· -----~""" ,., "'"""' . )"" ·.. . I ..• ' . ' l ' ' '":. 1 : .,,, . : i ";; I ·: y . .. t .. "" ··:·· ~·"'•' . ;. ' . . '" . . . I .•.... 1. . •. '. ••.. , • j" • . ,, ' f ~,,.J,,,~,c,;~,vll~""~,.;YMLv-,,-•• :l•,"• • • :,~~,-,,: 1 • j l J<. j ' l: :2~<1 l N v + l ;";. ·±: · .. , ' . . J . i "'' ~ ' * . ; ! . . ··.·•··.· . ' (? ., .. ,. '·"' .1 IS ·····~ .t ··•·• l.i;;l'I) . . : ....•. ;,, y:·,1, 1e1e1·.:.,,J.JJC') ' 1J()N DfiJOO~ Li+ ~~;STA ='6+ 181 182 ru., ... UJ ..... . ~ ' . j,u z. - l..; '~• •.~ •-~--•M 6 7 MATCHLINf 6+83.48 It. SAGEe,qusH RD. C -w 6+83.48 It. SAG[B,qusH RD. N-S CURB ~ ,""Ci ~rj, ____ _,'o\) ' <i ' !o· 184 DATA " 07· l1c· TABLE PEDESTRIAN ACCESS [5,1,(T. 185 0 I BfARING/D£LTA RADIUS LENGTH TANGENT REMARKS A ' 26'01'22" 60.00' 27.25' 13.86' 6"TYPE "G" C&G B 137'00'18" I 60,00' 143.47' 152,34' 6"TYPE "G" C&G C 26"55'00" 60.00' 28.19' 14.36' 6"TYPE ·G· C&G ---r NOO'J5'30"£ --------... , 276,33' -------------6"TYPE "G" C&G D ---- E ' 209i4'11" 38.00' 138.77' --6"TYPE "G.,. C&G F N28"38'41"W --50.00' --6"TYPE 11G11 C&G <--· .. 2914'11" + 100.00' 51.03' 26.08' ... 1f"TYPE ''G" C&G G H : N00"35'JO"E --201.90' --6°TYPE "G" C&G I 83°05'30" 33.00' 47.86' 29.24' 6"TYPE "G" C&G .. ---· J ! N83'41'00"£ --27.79' --6"TYPE "G" C&G ·1 . ' . .. "'. . ( . . . . . . , . ·• . UbK' ,fl!f i:ro'· • \l"U:!.' rt,, :M· ,11-G ·"·i-'1----· ,r:"t\.1-F:.>t ·\.i . . {:· (?f!()f:', QBAP I .; ' . ' . "' '.:i :. :. ; ... ::-::· .... {. .. ~. . VE:RJI . SCA/:£:! . .. . I ·--~--3 ' ' "i --~-. : . { .. ' . .t ' ,, .............. , ... 0.. ......... ., • .. ····•·····• 1 ... I .. 1.t ... , .. ···.·1= .. ••·l~-··--·-·····'········j····L·L;.. ,c ••• ; ••• f···1.~.J ... t.=r~.-, ... 2 . .. ..... ····-· .. . 197 9 186 8 ... 9 10 11 196 R/W >- 0) "" "1 C, ~ 0 + 0 "' - ""' ... 187 R i ... "' 195 ... i Sf£ SHFFT ?5 ~ -"' ... "' FOR SEVIER AND WATER 188 SAGEBRUSH ROAD □ 1 2 J 4 5 6 7 194 J h. ,_,, Q, "> CO• "' Pl ~· ~ cf a -;. .... ... C, ... ... c,: a -I - 189 190 CENTERLINE DATA TABLE BEARING/DEL TA RADIUS ' LENGTH I TANGENT N8J'41'00"E: --! 27.79' I -- 83'05'30" 50.00' ' 72.51' 44.31' N83"41'00"E -------- 44.J/' ' --' -- NOO'J5'30"E --44.31' i ..... N00"35'JO"E 312.93' i -------- N89'24'30"W --21.00' -- 21'25'13" 304.02' 113.66' ! 57.50' 40' -30' 20' 1 O' (1 40' ------GRAPHIC SCALE: 1' =40' PLAN PREPARED BY: C::CJN6ULTING REVIEWED BY: MARK S. AND: SCN .919 4 7? ,1505 PLANNING ■ DESIGN ■ CONSTRUCTION 760.476.9193 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 FAX 760.476.9196 • wvtw.RBF.com DAlE INITIAL ENGINEER OF WORK : 0 '0 V 1. "" t; + •£ BF/LE· . ., ..... • If'/. y 'TOP Of; . ·Ii~ .... ; ........... , .. . ·. . . "'I<; ' .. . . ,. . . . . . . . ' • • ,; i 1 ···+ .. f.. t ·a\.··-.1 · · ,.,.,., , · · ' ,-; . t i · \:. : 1 . ,,,,, k .. ••••• , ••••-•·•\.••'•· • 1. • • ••••"· CONSTRUCTION NOTES GS CONSTRUCT AC PAVEMENT OVER AB (SECTION TO DETERMINED BY R-VALUE: RE:SULTS) BENCH MARK (2) CONSTRUCT 6" TYPE G CURB & GUTTER PE:R SDRSD STD. G-1 Q) CONSTRUCT 4" PCC SIDEWALK PER SORSD STD. G-7 G) CONSTRUCT DRIVEWAY APPROACH PER SDRSD STD. G-14 @ INSTALL STRE:ET LIGHT PER SDRSD STD. £ -1 @ CONSTRCUCT PEDESTRIAN RAMP PER SDRSD STD. G-27 TYPE A •ASBUILr 'liur ~ P.L /.M2-'F3 EXP. fR/3qloS DATE DESCRIPTION: -~5-;;'.]4g,;5.G~1~G~ALJPTRAN~5~BE~N~Cli~MA~RK~~~~~-1n;:;-;;;::;:;;;:;:;--;:;:;:-------------1 LOCATION N'WLY 51DfWALK 10' E'LY Of WU 5IDf Of BRlllGE REVIEWED BY: A6UTI'[NT AT JH[ f-5 CR0551NG Of PONSETTIA RECORDED: --~1'!95~------- ELC:VATION: 103.7G JA.TUM: Mai DATE INlllAL DAlE INITIAL REVISION DESCRIPTION 01'1ER APPROVAL CITY APPROVAL IMPROVEMENT PLAN FOR: STREET & STORM DRAIN THOMPSON/TABATA CT 98-14 PHASE3 APPROVED .1.0YD B. HUBBS ,tJY · Ak& e..:..:e-d ~~ CITY ENGIN££0'PE238 EXPIRES 12 31 . D'liN BY~. JVT I • CHKlJ BY: fl.5;[ : RVWD BY: PROJECT NO. CT 98-14 I DRAWING NO. 1401-9H / · 062204 E Q " ':-! " s2. ., ~ " ~ "' ~ "' a t ;:. (') ~LU :? Cl) C ;:c.~ ~Q.. ~ Q. ' :;; Cl) C) f<! ... l:5 0 !n.. s. ~ '5'1-c~ (,)_,a. .S.UJ NI I ~ ~ (0 2 :::,; :c 2Q iO::: !~ i:: - 0 1 CENTERUNE DATA TABLE □ BEARING/DELTA RADIUS LENGTH 1 N6I'26'00"f 207.95' 2 ! 69'44'00" 300.0()' . ,365.12' J NoB,8'00 w 150.5J' STORM DRAIN DATA 0 DELTA RADIUS LENGTH A N61 '26'oo·r --160.73' •·-··· -. -12'48'56" J1J:i:Jo' -70.()1' 8 81 56'55'04" J1J.OO' J10.9J' • C N08i8'00"W --150.53' D N16'02'J5"E --10.26' E N7Ji0'48"W --2.49' F 44·35'48" 22.50' 17.52' G N2e·34•oo•w --15.62' • WATERTIGHT JOINT R[QUIRED \ \ \ 2 TANGENT 209.02' TABI.E TANGENT REMARKS --18" RCP(2000-D) J5.15' 24• RCP(2000-D) -1----169.65' 24" RCP(2000-D) --24" RCP/2000-0) --i 18" RCP(2000-D) --I 18" RCP(2000-D) , __ 9.23' ! 18" RCP(2000-D) --I 18" RCP(2000-D) 3 ..... ... 0 BEARING/DELTA A N6I '25'00"E 8 01'J2'1J" 85'31'58" ---- C D 79·00•25• E 52'44'11" F N08i8'oo·w G N08i8'00"W H 59·44·00· I N61 '26'QO"E •=-c:--'.c!·•:·•i:·t . "". ;'. "" ""~"":, '. ··, .. ':cl, / I ~-··· d ,· :tt·' 4 1A-9 ... CURB DATA TABI.E RADIUS LENGTH TANGENT --160.lS -- 320.00' --8.58' 4.29' JO.OD' 44.78' 27.75' JO.OD' 41.Jl' 24.lJ' J20.00' 294.54' 158,6J' --150.5J' --- ------150.53' -- 280.00'-.. J40.78' 195,09' --16J.75' -- ,so ... •' "''.6+ . ELEV•f2' , 0 A "' ' ' S \ ". '" ' ' •'••••-••••r•••••-••••• .. <«•• ~•,,,;.;,,::, ,,.,:~ ~arn~•M-'">;,,,.Wh -~•M:,~~ • 5 I I I 1Si 6 7 ~ cc,F \;.~ 0 c" r;_ -~ 0 C \ \ \ \ .. . . ·'+'2' ·:-.L, :.1a~ .. •m,. ,. -1 . ·; . . . .. .. , . 0 ,., « ~A " A " •• ~ ~#• """'IZONTAL SCALt: 1",,,4 ' ' ""'~11~4 't ' · ' ,.,,, l I i ·-1. l i . • •• ,\~" i,,,<00, ¥~ .,: '" • ·0 ·,~ < M"O .. · :·... ~.· .. '.:.:.14, .. , ...... . . ·•·· ."•. r5~~, 1: ..., ... "-·. ·"'. ,;,, .'.·"<'· • ~ :--" ·:9> ' . ;!Q ~ ~ f::' i ; i ij~ ·~ ;.:.•. ;,,.•. '(!;j··· ~ ••. ~~· '"'o? ~i "' ~r Fi'·~"--.. ~ · · "··• ., . .,. ' ••~:·,·•· r "' ft~ ·· L ...••.... l.. . ; ( .... .. ,' .. f . , . r"·""1,,.·. . . ' "·· F .. ,, .. ;,."·+·" · .. t··.·.·j•-·· .. ····:.f •~: ·. f. ·t ' .•=='·":•<'=,· . ' . ; :· : . . . ; ' t" ··~ sr .. puR ·~ ~~~~"'~-"·= .:.~~.~:l-~~~-~-~I.~=:.~~,~::~.--~.f .. ~-' ~~· """" X ·•LJ ,L ! ).<~·± L.···.·. .Y l f +.H,·,...·i·,· .. ·•·.,;;:;;:.;.:J.;,;;;,;ct;.;,.:cJ;.;;;e,;,.:L:c.+c 8 0 2 ~ ~ [,'. 2 ;::' C, ., ,_ c_ p~ _,_ 2 ~ ,~ :2 ~ Q c:, ~-i2 ''"" ~~ a:a "' "' o,-to:D ~ ~ g:j ~ ~·~ ~~ ~~ "If:~ ~~ "' "' "' <"II;~ ('\,jit"\I LOCAL QEPR£SSJQN DETAIL -CURB INLET #!J SCALE: I "=20' (.) 2;-J ;-..),....J ~~ <..: ~c: ,_ c:: ~ -~ h C:: "' <o ~ ~ -., "'gi "' ~ 5s 8 Q "' .,. "' 0,, " ~ ~ ~ ~ ~ "' ~ ;:,~;: ~i~~ ~ ~ ~~ ~ ' LQCN., QfPRESSJQN DETAIL-CURB INLET i14 S'.:ALE: 1 "=20' BENCH MARK OESCRIPTION: CONSTRUCTION NOTES CD CONSTRUCT AC PAVfM[NT OVER AB (SECTION TO DfTERMIN[D BY R-VALUE RfSUUS) Cg) CONSTRUCT 6" TYPE G CURB & GUTTER PER SDRSO STD. G-1 Q) CONSTRUCT 4" PCC S/DfWALK PER SDRSD STD. G-7 C±) CONSTRUCT DRIVfWAY APPROACH PfR SDRSD STD. G-14 ® INSTALL STREET LIGHT PER SDRSD STD. E-1 ® CONSTRUCT P[D[STRIAN RAMP PER SDRSD STD. G-27 TYP[ A 0 CONSTRUCT PEDESTRIAN RAMP PfR SORSD STD. G-J1 TYPE D @ CONSTRUCT LOCAL DEPRfSSION PER CARLSBAD STD. PLAN DS-I & DETAIL HEREON @ INSTALL BARRICADE PER SDRSD STD. M-9 @ INSTALL DSN & R1 "STOP" LfGEND & LIMIT LINE PER CALTRANS STD. PLANS A24D & A24f STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIP[ (D-LOAD PfR PLAN) @ INSTALL 24 • RCP STORM DRAIN PIPE (D-LOAO PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SDRSD STD. @ CONSTRUCT CURB INLfT TYPE 8-1 PER SDRSD STD. D-2 •AS BUILT" D-9 i/5/41 DATE LOCATION: N'WL Y 5IOEWALK 10' EH Of W'LY SIDE Of BIIDGE AllU!MENT AT THE 1-5 C!W551NG OF FON51:TTIA-- REVIEWED BY: __ %c.,.,., l .... RECOR8ED: ___ -~f'l'l~5 __________ _ ROSE DRIVE cLEVATION: 103.7G DATUM· MS! I ECTOR s l-slo-, DATE ~ CITY OF CARLSBAD ~ L1lJ '===E=NGl=N~E=E==Rl==N=G==D=E==PA=R=™=EN==T==='-'=l.=_g_j=2~ REMARKS 6"TYPE "G" C&G 6"TYPE "G" C&G • 6"TYPE •c• C&G i 6"TYPf "G" C&G : 6 "TYPE "G" C&G · 8"TYPE "G" C&G + 6 •t'r'PE "G" C&G 6 "TYPE "G" C&G i 5 "TYPE "G" C&G 40' 30' 20' I O' D' 40' 81:t ------GRAPHIC SCALf: 1' =40' IMPROVEMENT PLAN FOR: PLAN PRE"ARED 3Y• STREET & STORM DRAIN DAS-PLANN,NS • DESIGN • CDN5TRUCT<CN THOMPSON/TABATA CT98-14 I ~ sosoAveNI0AeNcINAS. su,re2eo -·· · ---------,----,----, "· ="-"'·o=VE=0=====P=H=~=S=E==3=========c::: ■ ■ ■ CARLSBAD. CALIFORNIA 92006 ---,----, ' APPR LLOYD B H.Jfl3S d I I I, CONSULTING 760.476,9193 • FAX760.476.919" •www.RBF.com --------------+---+----+------t-----t '/4&e~ <J-U1/,,,,,·f-ed2 /4q.10'1. . cfry ENGINEER,,.. PE2381f.; EXPIRES 12 '31 /05 o//rE/ REVIEWcD BY: 1-----+----1-----------------t---+--·---t--------t ~-~-~~~:::::::::::=:':;-",-::•::_:• :.:·:.:--:::;--~~~~::::::::::'.::~~~~~~ ~::::::::=:::_ ______ _QO~AT!_l:E.:_: _;_~~~~'!!'),:,'*-:=--+-,,,,=+-----------------t---;;-=-t-:-:::::-::--t---:::-;;::--1-=:c--1 • DWN BY: JV PROJECT ~ DRAWING NO. tJARK s ANDERSON , o., # 26821 EN~:~ER ~N~ REVISION DESCRIPTION 0:: APP:~::~ 0~~ APP:~:~ [ ~~0g 6~: 4r: i CT 98-14 l401-9H 949 472-3505 . 11 - 062204 E 0 ... ':'; -- " s:;_ "" \;:_ " '-' " a ~ a -a: ,i; ... 0, ;::. (') t:lUJ "'Cl) l:<e C iit == o_ I ,i; Cl) s~ ..a. G) i:5 ..a. ::s Cl.. 0 ~ 7',I--0 a~ (,) §UJ ..... :l;::E N I ~~ U) ~o ::c iO:: !~ ±- ,., ' ' ,,, <! .. .i: . < •• ]· /.·.t ·:-.--;L ~~'.~;.::.;., . ! -A,~ l 'i .. I • • '. J \·.-·;··: r . ~ . --: r j . j j. l':+:,::,s;:.,:,,f '"J,· ','! ' ., . . _', t · .. ' .. i . --21i+ , ,,•. ..CJ ~ ' 1 ) ~,~~-""'"' -;-·~ ,.,.,,,~1"-~"-~ ~ 2084-• . ' ... ' j , ,._. ' . •··+, -, .. ..,,., I.._ ' ,..,... l !,I.I j•··:· .. ,·200+1 l r .. ;;;;;;: ; '= i ■ · ; ·'"'' ,;::+,:; ; .. -.. . I I 0 BEARING/DELTA A . 8"40'48" 8 87"20'48" -"" - C 76'08'51" D 20"45'16" >-------------N54'14'25"W £ CURB DATA TABLE RADIUS LENGTH TANGENT REMARKS 320.00' 48.48' 24.29' 6'TYPE "G" C&G 30.00' 45.73' 28.64' 6"TYPE "G" C&G 30.00' 39.87' 23.50' i;"YYPE "G" C&G 320.00' 115.92' 58.60' 6"TYPE •c• C&G . -----:::: --21.40' --6"TYPE "G" C&G 90'00'00" . ( --.,., ---.... 6"TYPE "G" C&G F 30.00' 47.12' 30.00' G NJ5"45'35"E --45.50' ---6"TYPE •c• C&G H 21r39'55• 38.00' 144.36' --6"TYPE "G" C&G 137'51'45". '" 30.00' 72.18' 77.87' 6"TYPE "G" C&G I 44"55'45" 280.00' . . -·----· -.. 6"TYP£ "G" C&G J 219.57' 115.78' ' K /Joci'f;J'10·£ --8.66' --6"TYPE ·c· c&G L N00'5J'10'E --8.66' --6"TYPE "G" C&G M 11 "41'26 •... 320.00' 65.29' 32.76' 6"TYPE "G" C&G N 8216'58" J0.00' 43.08' 26.21' 6"TYPE "G" C&G 0 8216'58" 30.00' 43.08' 26.21' , 6 "TYPE "G" C&G p 28'00'04" 320.00' 156.39' 79.79' I 6"TYPE "G" C&G N5414'25"W -----. 98.97 ____ , 6"TYPE "G" C&G Q ---- R 45"56'25" 280:00· 224.51' 118.68' i 6"TYPE "G" C&G '···--~-----s 48"54'19" 302.00' 257.78' 137.33' i 6"TYPE •c• C&G T 48"54'19" 298.00' -··-254.36'' 135.51' ! 6"TYP£ "G" C&G u 1BO'OO'oo· 2.00' 6.28' INFINITE' , 6"TYP[ "G" C&G V 180'00°00" 2.00' 6.28' -----------, s. ~--------- INFINITE' i 6"TYPE •c• C&G :· ' ,~rvl 0 _, ' ' 8{1;7.4:,, SI} : < +~=N"' ' ; STORM DRAIN DATA 0 DELTA RADIUS LENGTH • A 7"40"01" 313.00' 41.88' -22.0J' • A1 4'01'59" 313.00' • 8 17'29'59" 22.50' 6.87' - • 81 40"J1'J8" 22.50' 15.91' * C NJ8'01'37"E 8.94' • D 76'30'33" 45.00' 60.09' • E 24'00'58" 313.00' 131.20' • F N54i4'25"W 98.97' • G 26"10'58" ! 287.00' 131.15' H 80'27'51" 45.00' 63.20' I N71'28'42"£ ' 19.43' • J N60'11'08"W 10.36' • K N68'J1 '26"£ 34.87' • p N35'45'J5"£ 40.80' Q 76'45'10· 22.50' 30.14' R N40"59'J5"W 14.47' /H JOINT REQUIRED ..: !ti .... ; . TABLE TANGENT REMARKS 20.97' -24" RCP 2000-D) - 11.02' 24" RCP 2000-0) 3.46' 24" RCP 2000-0) 8.31' 24" RCP(2000-0) 24" RCP(2000-0) 35.48' 24" RCP(2000-D) 66.58' 24" RCP 2000-0) 24" RCP 2000-0) 66.74' 24" RCP(2000-0 CENTERLINE DATA TABLE 38.07' · 24•i?cP(206if-o 24" RCP(2000-0) 18" RCP(2000-D 18" RCP(2000-D _._ ----------- □ ; BfARING/DELTA , RADIUS LENGTH TANGENT T --45·55'25" 300.00' 240.54' 127.16' 2 N54"14'25"W .. --98.97' -- 55'07"35" JOO.DO' 288.64' . -156.59' J ...... . - -·--~-- ----------4 N00"5J'1 O"E 8.66' ---- 5 NJ5"45'35"£ --95.50' -- 18" RCP(2000-D) . 6 N54i4'25"W --20.00' -- 17.82' 18" RCP(2000-0) 7 47"27'24" 61.76' 51.15' 27.15' • 18" RCP 2000-0 8 N71"28'42"£ --84.61' i -- . . . 21..l-L, j -.:. ~,. .. ; . . :,,,,;~·-'_,_; ;,,;(.;,;,;. ... J • ' -'I. ---_-.1"·: <--: . i su· . ... ,/. . . -. i -' -. ,. 40' JO' 20' 11:t O' 80' ------GRAPHIC SCALE: 1' =40' PLAN PREPARFD SY: PLANNING ■ DESl!GN ■ CONSTRUCTION 5050 AVENJDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 C □ N S U LT I N G 760.476.9193 • FAX 760.476.9198 • www.RBF.com LQCAL QEPRESSIQN DETAIL-CURB INLET #!Z SCALE: 1 "=20' BENCH MARK DFSC'l!PT!ON: -~5-45.G! CALTRAN5 BENCH MARK I OCAIION: N'WLY ~DEWALK 10' ['LY Of wn 5llll' Of 61(1])(;!' AllUTM[lff AT l11E 1-5 ~R05511G Of POINSETTIA _ RECORDED: -~19'15=--------------1 E ... EVAT,ON: .. ____ _103.7G -~-DATUM: _.1151.. ~SBUILr "1!Mf '72'wA'. i,l!f /127 P.E. {£Oz$? EXP lqi3'(,,fl DATE REVIEWED BY: c..,.,... --I~.. 5" /.3 l01 DATE --+---+------+--+---1 •. S7H2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT Lm ===:::'....'::::================----==== IMPROVEMENT PLAN FOR: STREET & STORM DRAIN THOMPSONITABATA CT 98-14 PHASE3 ----- +--------------------------+-----+-----+----+---APPROVED I __ oyr, 3. HUBES or REVIEWEDp~_.,,......- ~/ 0 A TF: '7 -z'r<'p'l---:D,cATE=-+1"'N1""TI"'AL-+------------------l--O-A-TE--I-IN_ITI_AL--l--D-A-T£---I-IN_ITl_A_L-I MARK S. ANDCRSO,_; ---R.O.'. # 26821' ENGINEER OF WORK REVISION DESCRIPTION -~--1---- ~e?'PE ~~P1~7s i 2/s1,7cs t/4418 'I DWN BY: cVT PROJECT NO. I DRAWING NO.1 ~00g~~•~--CT 98-14 i,401-9H 949_472_3505 OTHER APPROVAL CITY APPROVAL I I I .1 062204 f,g Q \ 2 . - . . ~• • ~"-•• ~~=•••~< '""' ,., ,~•.v~, <•.,w•;•;•; ;;,;;;.c;.;;;.;;;;.;,c.;;.;, 1 2 3 ~ ~ 'l. ----- ~ ~ -- !~ " \ ' I I I I I I \ I I ; --i--,• l _, ! i . : -.. . ~ '*•+=·. -. . . av= µ!,....,,=oJ~ ~ • f/8BER . .,.==~-=~ ~a -~ . ; SOL -l i f(ORIZDN.TA4 SGAU';: 1. =40'' ' .. ' .......... l •. >•c:•,+ • : ",< µ •; • """ i, • ••,.:,,• •~ l '~'""::; .. /, ... , • ,; ,~,•,M;~~-'.,"~~:.:~-,¼•• w,v,~• -,»ov <' ~---< •·•.•.• .. ) •• l;;~;••~•-'-"•--'-•••'''-•'• -. . -I -Yllfif/;A{ :,SCAt!: ,.,,,,,, - "'"¼v,,,.,,,,.,.,;,,="'"""=--L:, ¼•~~-~~.,;,"''-'=""-·~m, ;_,;.,~,__:.,_J,=, ;",,/,,,,,_;_,~~"'"'~"·" ~~ · .. , 1 • ~ ~ ~ 4 5 6 \ Qh ~~ f~\"'-.. 3- .... I \ 7 r:.._s~ ..... ,,,_ ~ • I ~s6:__::l~ , I 1/,' , // "! . l ' / / """ / / ~ l £); I I ' • I I J"'fv I ~-q • ! "' I ' +80 81 (£ TVP[ "B" CI ( = +10.14 CORDGRASS CT. 4-1 59.47' RT PER SDRSD D-2, I= • ;1/ LAT "D-12" . _ _ ' // [ P,ROF-!LE U[RE ON .... ( 7+74 G.3)(£_TYPE A-4 __ CJ),,~,-;;:-~/ =11!57.13 ROSE ORV. 13.0' R • CENTERLINE DATA ---~- □ i BEARING/DELTA RADIUS 1 25°20'14" 200.00· 2 85'58'29" . 260.00' 3 Nog·s9•01Y·w 4 N80"01'00"E 5 20'44'40" 308.50' ., ··· l . .·.;.;;};;c,C, ·•· j T~. '.~.v•,·, ~,: . ' .. .. . •. , l -. , ... ~~~K.,::,I.~~~~~;.;,~· f.= .. ·:-· __ ; _·· - TABI.E LENGTH 88.44' 300. 11·- 199.46' 20.00' 111.69' ... ~+l-++c -+,; ~-0~-~+ • ... TANGENT 44,96' 186.42' 56.47' l . Z ~L $CA!£: i SCA/.f: I ' . . . . ' ! l 1 • . -- -... 4 :..~""··'.,) ... j .. ; :,Lc . .i. • ..; •••• ,, ••.•• -•••. ..:.. ~f·-'••:-L '·~·;··· .,i ·--Lc4·-~;:. ... : ... BENCH MARK CONSTRUCTION NOTES CD CONSTRUCT Ac PAVEMENT ovER AB (SECTION ro DETERMINED BY R-VALUE RESUL1S) @ CONSTRUCT 6" TYPE G CURB & GUTTER PER SDRSD STO. G-1 @ CONSTRUCT 4" PCC SIDEWALK PER SDRSD STO. G-7 C±) CONSTRUCT DRIVEWAY APPROACH PER SDRSD STD. G-14, G-12 @ INSTALL STREU UGHT PER SORSD STD. E-1 @ CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-27 TYPE A @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STO. PLAN DS-1 &: DETAIL HEREON @ INSTALL STREET SIGN (TYPE PER PLAN) PER CALTRANS STO WITH WITH POST PER SDRSD S7D SDM-102. STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOIJT TYPE A PER SORSD STD. 0-9 @ CONSTRUCT CURB INLET TYPE B PER SORSD STD. 0-2 @ CONSTRUCT STORM DRAIN SLOPE ANCHOR PER SORSO STO. 5-9 9ASBUILr -rwr~··--- P.E. ft,O 2$3 EXP '4/3q/,;,:s' DATE D:SCRIP~ION: 5--45.Gl CALTRANS BENCH HARK LOCATION. N-WLY 51DLWALK 10' EU OF W1Y 5IDE Of BWGE --~AlllJTMfNT AT THE 1-5 CROSSING Of PONSCTTIA CORDGRASS COURT RECORDED• 1'195 ELEVATION: 103.7G DA TJM: _Mfil __ s/:s/o-, DATE CURB DATA TABI.E Lill • CITY OF CARLSBAD IISHJEE2TSI ENGINEERING DEPARTMENT ·- ----Ji----+---t---+-----1 =-====-===~-~· ~-======-====: 0 BEARING/DELTA RADIUS LENGTH TANGENT REMARKS A : 16.33'29' 182.00· 52.60' 26.48' 6"TYPE "G" C&G 8 85°58'29" 218.00' 327.12' 203.20' 6"TYPE •c• C&:G ~--N09'59'oo·w "-----90.19' ---6"1YPE "G" Cl<G C ---------__ .::::..::.. D 28'11'46' ; 100.00· 49.21' 25.11' 6"TYPE "G" C&G E NI 8'12' 46 "£ ' --50.00' --6"TYPE •c• C&G ------208'11'46" 38.00' ... 138.08' -· 6"JYPE "G" C&:G F --.. --------.. :::::;::; .. No9·59•00-w -1------199.46' 6"TYPE "G" C&:G G --' -- 182.00' 273.10' ·-169.64' 6"TYPE "G" C&G H 85'58'29" ---------20·07'47" 218.00' ·~-· 76.59' 38.69' 6"TYPE "G" C&G I STORM DRAIN DATA TABI.E 0 DE:LTA RADIUS LENGTH TANGENT REMARKS A N37'58'03"W --15.05 --18" RCP 2000-0 8 -73·43'37" 2i50•· 28.95' 16.87' 18" RCP 2000-D N35'45'34"f----18" RCP 2000-0 C --38.31 -- N35'45'34"E ----/8" R.CP 2000-D D --26.10 -- • E N35'45'34"£ --46.36 --18" RCP 2000-D • WA T£RTIGHT JOINT REQUIRED 40' JO' 20' 1 O' O' 40' ------GRAPHIC SCALE: 1' =40' BO' IMPROVEMENT PLAN FOR: ~ AN PllU'AllED RY: STkF.ET & STORM DRAIN Dl-cj.: PLANNINo • DESOoN • CONSTRUCTOON ---+------------------------t-THOMPsir,-i:.:~f 3 CT 98-14 I~ 5050AVENJDAENCJNAS.SUITE2tl0 APPROVED I' OYD 13. IIUBBS .... y CARLSBAD, CALIFORNIA 92008 ~',J V CONSUL Tl NG 7£0476.9193 • FAX760.476.9198 • www.RBF.ccm ---t . A.,. .(! C •&:.Ll 1.,,/41/~ &,/p /,:,1,{ 1----+---+-----------------t----t----i-----i-~ 1c1rY ENGINEERrPE£saoi EXPiREs 12/.31/osiliE' I RtVltWED 8~-~-•·~.~ __ .'. . _ _ . -f/9-1)R.--9~-4-s7--~-'-,:~-':~~~~~~s""-0-~ ... -... · -=··---------=~ACT~:,tfs;?' EN~:~ER o~M;:~ REVISION DESCRIPTION a:: APP:~::~ D~~ APP~:~:~ 2~~g Bi~;-&1:r',rJ-c.YT:.,;_-C TR 0g~T N14 l~~rl~ 06220°, ..... c..> a ~ \ C ~ C) ~ 0 ..... I (0 ::c ' 1 I 131 \ 130 I 128~ , \"' :,,+ a\o . ;,, ~,:: 116 -. ~-. \0-:""· r...,,..;,._ 15 ~~(~ 0 A B C 0 E F G H J K L M N 0 0 A B C 0 E "' <~ Q' CURB DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT N34'J415 W 23.21 '33•14•15• 263.00' -152.57' . No12o·oo·w 153.03' 14·47•55• 363.00' 93.76' 27'!54'5i" . 60.00' . 29.23' 143'46'45" 60.00' 150.57' 25·55'00· 60.00' 28.19' N75'29'Do·w 12.24' N75'29'00"W 80.89' 90TJo'oo· 33.oo' ' 51.84' /ii,i'Ji'oo"t ·-····· 1 28.66' 15'51'00" J97.00' 109.82' No12a·oa·w 753.03' 33'14'15" 297.00' 172.29' N34'J4'15"W 28.57' 78.50' 47.14' 14.91' 183.46' 14.36' 33,00' 55.26' 88.65' STORII DRAIN DATA TABLE DELTA RADIUS • LENGTH TANGENT -----·-----N02"42'J1"E j---------·-8.27 J7'16'46" 22.50' 14.64' 7.59' N34'34'15"W --48.75 56'29'50" 45.00' 44.37' 24.18' N21'55'35"E --' 14.42 F --j---~~--+------t N12TJ4'44"E --• 37.47 REMARKS 6 TYPE G" C&G 6"TYPE "G" C&G • 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPt--•r;• C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE •c• C&G 6"TYPE •c• C&G 6"TYPE •c• C&G 6"TYP£ •c• C&G 6"TYPE •c• C&G 6"TYPE •c• C&G 6"TYPE •c• C&G REMARKS 18"RC-P~(2~0~0~0--0~)-l 18· RcP(2000-iiT 18" RCP(2000-D) 18" RCP(2000-D) 18" RCP(2000-D) 18" RCP/2000-0) '-' !;i! "" ~ ~ ~ + ..., + ,.., ... 127 " " g + .., U') i: I") C) c-.j • <o "' + <o .,, - "' ... ~ c:, C, <o - "" I \SEE SHEET 29 I { OR SE.WER AND WA TERI ~c: ~~ "i "5 ~~ 117 CINNA VJ 0 2 ~ 126 co <o'~ -.! 1.0: a C) c-..i\J 0 .., . "' a; +,o ... '"' itsJ 118 ON TEA LOCAL DEPRESS1QN DETAIL -CURB INLET 116 SCALE: 1 "-20' :·_·) _'5l1J·, 2. ,1iJ .:.-.· r·:·:•j .. ,1. ,,.,,, . ' .\ ,,.,,,,J,,~· • 125 0 as "' t "' "' "" "' c-.j -,a ~ "' 0-~ + " c:, ... 4.c.cl + ... ,t-; - :(.,:,)1 119 ... -~ + "' J <o 0, "i -;f; I I ~ !}/_! "'I "' +e;; "' "' k.,, I ">/t "' . c:, c,;/. ... "' i-/ "' ~; 120 I I I '0 :t 124 ~t12J I ~c:, (<"""' ..._ ~ c._; ) Ll " Oji:" c, <;; i «i J~·~q~ <o .;!; f-,, ~ ~ $?1/ .;!; ., 1-/ ~- ... ~-<o .;!; ., ~ 1 ... "' I cl; 122 I 121 6+ 72.04 I[ CINNAMON, TEAL ST. z 2+80.89 I[ C/NNAM0~1 ![AL SI. STREE - u _ _J(_)_.JU-.J P;;JPr;-Jf.-},--J h..L.,:h..:.i._:--_,___ r--.r--..._r--....._ 0 0,..,,.1'0 1'. t'I O'l-----.... 0) ~ O')U) co 'O ""'r-... t'\I (Q f'r) ~~~~~~ ~~~~~~ \ ; 5' 2.5' 8' 5' 5' LOCAL DEPRESS/ON QETAfl--yURB INLET 115 SCAcE: 1 =20 I CENTERLINE DATA TABLE D BEARING/DELTA ! RADIUS LENGTH 1 N34'34'15"W 72.80' 2 3374'15" ' 280.00' 162.43' Nd12o·oo·w -L --------. 153.03' 3 4 15'51'00" 380.00' 105.12' 5 N14'31'00"E 28.66' 6 NI 4 'Jf'i5o•t so.oo··· 7 90'00'00" 50.00' 18.54' 8 N75"29'00 W 50.00' 9 N1s·29•ao·w 80.89' 40' JO' 20' 1 O' O' 40' 80' -----GRAPHIC SCALE: 1' =40' 1+96.57 EC 2+23.73 PRC . , TANGENT 83.57' 52.90' ---------- 50.00' PLAN PREPARED GY: ~ PLANNING ■ DESIGN ■ CONSTRUCTION CONSUL. Tl N 13 760.476.9193 6060 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92005 FAX 760.476.9198 • www.R8F..com ,_ __ _, ___ ,__ ______ ----- t i 't .i \'.'. ·} . . ,. ,,~-,_._ .-"~,f ' ! '" ~, ~ ~]'" ., ·"'·r;rn L-4~~-..:: ; .... \ ;i," .. ,. "··t·" ,\" '. ' T''""''"" · ·. -j »:=.y:r ·: .. ' / t t ; . ,: ~-,~:_:~:m_~;-·=1._:::<l_; -. . . . ' -.--.:+ . ' .• ·1:.· .. · ..... , ,,,,,, ,, .,,,·· .. ·•··''.· .. ·•··',··: ··1· •'. ··( ; ..... . . w,;::'.y· ""(-"' ' . . . • '. -t .. -. "' ~ · -.:-,,, ,,,.,,,., •c,i;:·,,F : ' ' " -\ i \ ' .,.-••.,,•••~v•i:,-o_L•.••L~,•j_••,••.;~-~~,~= ~ ~•""'-' ·== -~d« ~ ~=~ =" -~ ="• --"""---,~-c-, ·~~T =•,.; BENCH MARK CONSTRUCTION NOTES (j) CONSTRUCT AC PAVEMENT OVER A8 (SECTION TO DETERMINED BY R-VALUE RESULTS) @ CONSTRUCT 6 • TYPE G CURB & GUTTER PER SDRSD SW. G-1 @ CONSTRUCT 4• PCC SIDEWALK PER SDRSD STD. G-7 0 CONSTRUCT DRIVEWAY APPROACH PER SDRSD STD. G-14 . @ INSTALL STREET LIGHT PER SDRSD STD. E-1 @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STD. PLAN DS-1 & DETAIL HEREON STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIPE (0-LOAD PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SORSD STD. 0-9 @ CONSTRUCT CURB INLET TYPE 8-1 PER SDRSD STD. 0-2 @ CONSTRUCT CURB INLET TYPE B PER SDRSD STD. 0-2 •AS BUILT" "1'k.t--0~ P.E. r,02.83 DATE ,/s/o-, DATE CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT L_gj ~~=================~ IMPROVEMENT PLAN FOR: STREET & STORM DRAIN THOMPSONITABATA CT 98-14 PHASE3 REViEWED~RY: ~ /.,, -----,a;,4n,/_.'....,,'"'z""'½_✓"='----·~-=-===---:U:-.A::-T-::E;-;§.-::-:./c:::!c:·-;;;CJC:t/_ l-~D,.,A"'TE=-.j...,,1N"'ITI=Accl..+-------------------t-;:;OA;-;TE;;:--f-o;;IN;;;ITI;;A~L-t-o;;:A;:;TE;::-T;;;;1N;:;ITIA;;;-L1 MARK S. RS N R.C.E # 26821 ENGINEER Of WORK REVISION DESCRIPTION '.)WN BV• JVT I CH-<D 9Y: f5S : RVWD BY:. PROJECT NO. CT 98-14 : DRAWING NO. 1 401-9H 949-472-3505 OTHER APPROVAL CITY APPROVAL . 062204 E " @l .;; ~ s::.. "' ::i- ~ c:, ~ Cl .... -!/;: " "" ;;.,:,;, "' bl Lt.I C '1:' (/) q~ =E ~a.. ~-..a. C') s~ .l:li, i:S 0 .,:::. -0 :, a.. (.,) c:;'t-..... <>:;;::: N I !lUJ ;i;~ (0 ~~ :::c ;:, 0 ~a: !~ :r::- •· 0 A B C D E F G H I J K L M N 0 p ro;:/..8+62.81) !f TYP[ A 4 ".O '61 =1+69.09 CINNAMON T. 1+57.16 PRC --~ / / 1+35.4~0 _ _,_-L, ©--~ 16.2' OWY 241 @- 0 9-S ::i•· 240 . CURB DATA TABI.E BfARINC/DELTA RADIUS LENGTH TANGENT N75'29'oo·w 12.24' 26-SS'oo· 60,00' 28.19' 14.36' 14J'49'59" 60.DD' 150.62' 183.75' 26'55'00" 60.0D' ! 28.19' 14.36' ··· N1-1·3f•oo·t · --;-----1 .. 3.47' 17'17'34" 367.00' 110.77' 55.81' N02'46'34"W 220.74' --08'26'34" ·--:-983.00' 144.85' 72.56' N05'40'00"E 198.76' N05"40'00 E 198.76 08'26'34" 1017.00' 149.86' 75.07' N02'46'34"W 220.74' 17'1734 ,; __ JJ3.0D _ ·-100.51 50.64' N14'J1'00"E 37.79' 90·00·00· 33.DD' 51.84' 3J.oo· N75'29'oo·w 80.89' REMARKS 6"TYPE •o• C&G 6"TYP£ "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6'TYPE 'G C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" ·c&?/ 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 6"TYPE "G" C&G 0 A 125 ... ·n--· ' ' I I a p i! ... g? (I) I SEE SHEE: 30 I roR S[W[/:/ ANO WA T[R 126 >-" "' "' "' 0, g ..., •o ..; + "' + ... - 234 ... "" .... l 127 I I ;.£xi TING IMPROVEME;~~-...... --...,----- \1.-Y'f\ / PER DWG. NO. 401 -9E ' ', MARSH WREN STRE~T STORM DRAIN OA TA TABI.E DELTA RADIUS LENGTH TANGENT REMARKS N59'31'00"E --21.75' --24" RCP(2000-D) Al N59'31 ·oo"E --74.57' --24" RCP(2DD0-D) CENTERI.INE DATA 8 45·00·00· 90.00' 70.69' 37.28' 24" RCP(20DO-D! -------- C N14'J1'00"E --7.25' --24" RCP(2000-D) 17'17'J4" J60,00' . . 108.65' .. . 54.74'-24" RCP(2000-D) D --. -24" RCP(2000-.::t5) E N02'46'J4"W I --220.74' -- F 6'12'22" • 990.00' 107.23' 53.67' 24" RCP(2000-D) G 120'53'39" ! 22.50' 47.48' 39.68' 24" RCP(2000-D) H N55'40'25"W ! --18.52' --27" RCP(2000-D --,, ------N26'J1 '54•w : I --29.14' --18" RCP(2000-D) ' ---... " -· "--- ---- D BEARING/DELTA RADIUS 1 N75'29'00"W -- N75'29'oo·w -- - -2 -- 3 90-00·00· 50.00' ·····; N14'Jt'oo·E --. .. . ---.. --,. -·----N14'J/'OO"E -- 6 17'17'J4" 350.00' 7 N02"46'34"W -- J N67'34'10"W ! --27.00' --18" RCP(2000-D ---. --·---·-'-· ---· ... -1000]10• .. 8 08'26'34" K N55'40'25"W ! --107.lJ' --27" RCP(2000-D 9 N05'40'00"E -- \ TABI.E LENGTH TANGENT 80.89' -- ----50.00' -- 78.54' 50.00' 50.00' --.. J7.l9' . . . ... -- 105.64' 53.22' 220.74' -- i47.36' iJ.81' 198.76' -- u >-0, w C :.0 "" ~ "' "' ~ ") -to 0:, it. ~ +id ~ ; 232 I i '.." , .. ~;: .. : ·.·,<>·,r~ .. ' ; _, . " ~=\o-~ --~-.. r~::,,,_ I ,a ' ·-' . . ; ·, '.: ·. ,. ') .,, ... ; · . ; . -:-... '. . t . . & MARs/.f ~ 5 · SC/ME I" '.lb'"'" · · . . . f · .. •~a::f:>l; : ... , . iRETlJlftl ~G:'. ~ c5 C\J ~ ~~ ;,""; ',, .,L • (.) -..i 0:-..i ·-LJ.:: !-..,._ "'" _;~ ,..., OJ C\j : fw'i t'-i-=-l:'\l,.....: .......... ._,_ t'-4 (',j t-.4:C-,,, LOCAL DEPR£SS1QN DETAIL -CURB INLET 126 SCALE: 1 ":::::20' I ' LOCAL DEPRESSION DETAIL -CURB INLET 125 SCALE. 1·~20· ""~ " '* > VARIES *NOTE: ACC[SS AND !JTI/ITY ESMT. 11. 66' }5' 1 ' ow ss I 1 r 5· 1 5·, o I SECT/ONA-A NOT TO SCALE VARIES THE PR/VA TE UNDERGROUND STORM WATER QUALITY TREATMENT UNIT AND APPURTENANT FACIL/11ES LOCATED WITHIN LOT 233 WILL BE MAINTAINED BY THE HOMEOWNERS ASSOC/A 7/0N. ALL UNITS ARE WITHIN PROPOSED PUBLIC UTILITY EASEMENT. BENCH MARK CONSTRUCTION NOTES Cf) CONSTRUCT AC PAVEMENT OVER AB (SECTION TO DETERMINED BY R-VALUE RESULTS) Cl) CONSTRUCT 6" TYPE G CURB & GUTTER PER SDRSD STD. G-1 (1) CONSTRUCT 4" PCC SIDEWALK PER SDRSD STD. G-7 (}) CONSTRUCT DRIVEWAY APPROACH PER SDRSD STD. G-14 @ INSTALL STREET LJGHT PER SDRSD STD. E-1 @ CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-27 TYPE A (!) CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-31 TYPE D @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STD. PLAN DS-1 & DETAIL HEREON @ INSTALL SIGN ON STREET LJGHT PER STD. SDRSD 102 @ INSTALL POST AND CHAIN GA TE PER DETAIL SHEET 3 STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ INSTALL 24" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SDRSD STD. D-9 @ CONSTRUCT CURB INLET TYPE B-1 PfR SDRSD STD. D-2 @ CONSTRUCT STORM DRAIN CONCRETE COLJ.AR PER SDRSD STD. D-62 @ CONSTRUCT STORM DRAIN SLOPE ANCHOR PER SDRSD STD. S-9 @ INSTALL 27" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT VORTECHNICS VORTSENTRY VXJOOO (OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS (207-885-98JO) PRIVATELY MAINTAINED* @ CONSTRUCT TYPE A-4 C.0. WrTH DIVERSION WALL PER DETAIL ON SHEET 17 •ASBUILr -rvy~~---#~-/4~1- P.E. {fQ2.i'i3 EXP. 1¢3q/£ DATE DESCR•PT,ON: _ _..!i5::!-4!2'5.§IGIL,IC~ALIJTRAN~~5.!JIBENC!1~!_1M~A~Rll\,..,.,-=~==-_t;;;:;-:;;:;:;:;:;-;;-:;:--------------, I OCATION: N'WLY 51DEWAUI 10· ['LY Of W'LY &Ill' Of llRIIJGE REVIEWED BY: L 40' JO' 20' 10' O' 40' 80' ------GRAPHIC SCALE: 1' =40' PLAN PREPARED BY: FIL.ANNING ■ O&:SIGN ■ CONSTRUCTION ----'.'ABU=THl'_,,,N"'T--'A"-T-"Tttf"'-'-l-5-"--"GR""0=551NG=~0e..F~PON=51:=T=TIA~_1 t .,«,t c...-~ RECORDED: ___ 1~995~,--------- EI.EVA T!ON: 103.lli DA TJM: MSI IN IMPROVEMENT PLAN FOR: ----------------+----+----< STREET & STORM DRAIN THOMPSONITABATA CT 98-14 DATE SHEETS! 32 ' ---.. --. -----------------jf---+---r---+----1 PHASE3 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 C □NS U LT IN C3 760.476.9193 • FAX 760.47&9198 • www.RBF.com REVIEWED ~-~-DA TE: t,•15· -,y1-~D~ATE~+~INl=11~AL,-+------------------l--cD:-:A:::TE:-+-,IN::cl11::-A:-:-L-+-D:-:A:::TE:-+-,IN:::l11::-A:-:-L-I ll/ARK S. ANOERSO~ R.C.E # 26821 ENGINEER Of WORK 949 472 3505 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED ILOYD B. i-,UBBS di" ~#2'prKoo?~;~E~.12/31./0~ ~W .. 01 CJWN BY, JV, PROJECT NO. I DRAWING NO.: ~t~8 ~~• &.sr... CT 98-14 401-9H ~ "' ti g, ~ :;;. (T) 12 IJJ i(/) G'~ ~Cl 0.. ' !Cl) ~:z: ~:5 3Q. ot-~a:i ;i; :E ;; lll :'?:::,. ;? 0 "ia:: ~Cl -:E ------------------------------------------------------------------------------------------------------------------------------x- / 062204 ...,. <II e. c..> I\) \ C ~ C) ~ 0 ..... I (0 :c ' ·2 l ' ( " .. : "t '"J . j . • , < j . . . I . . ' ' . >etulnc~ l '· .·.' lR.~N·· .. ··· .--;:~M~MI'!'.~~. _ ·. . !ii . ~:-·. ~-- -' l-~ • .; ' ; • ' f .... , .. ,, . ,, , .. , ,r,••~"-·••n•.,. • t" . ' • , • , • Jl,+,;:i .· .·f -Ty: Ji . . ' ''. .· • tt, .. Et, .. i'"" ·• '""' >,'" . ~ . ,1,-;,, .. l.,lllll. '·•···+'·•;l . CQ~ ; .,, l . L ..• '.. , .. , .. ,.. ; ... ; ..... ;........ ..., . " -., ' l ',.,;; .... ·; dl "•~· .... N •. ',,,,,.,,.,,, ... , .. ···.····. . .. ,, .. :.. . '+.,. .. -. . " ' . ' . . "" , , . ' . ' t . ,-, "'"'"' «~ •«t "" « ~ -:· ·T -•" -~-~-~L~:.J \ • ' ' : . f . ' • . ·;· . ,,,. . ,. ,, ,;,,11 • -" ,1 •• ··" . L . ,,. . ' "~>'• • ~, V 0 ' ·.} .. ·. I • • ;-.. (, . ·. '. .... . !lo. i . '· "0 ... ,.: I .. : _,:.. ---r~: _J - • •« ,._,,, •,w,J,, •• ••'-• •• .:,,, • • •• ".;! '" . ?_ •••• £: •·t,,. : t"'f ... :·•·+ l;''. ·>»••c•·.1..·· .. .. -·. },,. . . . . ... :· . . . . .'.". ox'11/0liN WAY&'. MAffSf;I WR!iV§'. · ·+ ·· f/®ZONTA/l SCAt£:· ff'.,,;,~• ·! · . tJ1ER1t All SCA/£: t'i,,,8' ~ .:i. ' ,~--~~-·'"'~l,~ " ,~;A .:.;~~-M,:•~-~--l ~~--~-t-"'"'~: .. ,.,•MO'•-•«"-'~•¾= =•n• -~"" ---~ L :--~,-~ ~ -... ".·· ,· "~: ,,,.~-: --· .. -----;.r-.· ~1 > :·. j ---:.· i :: ·.:_r-~~-·-:f "' ·,. i .·. . l'IUR/ZONTA'fc . • , ,. .. . . , . . ,•. •· ~Ci44'51"""'"· 1--·, ·. ·, ··"'r' . ~j }- ;_~ ~.,,,;.:.1:.:,,,:;,,;LN;,:.t, :~ .. :,,. ::,.'" ~~":'""'~-f~.M,<o<.L:,,~ ; ·-· .... ,,,. J .. l ; t·· .. ··.J .. '. .. 'L ...... A.,,,, .. ; .. ,;L ..•...•.• ·.,;··c.::.;;,;e,,.;.'.'..'.li 0 A B C Cl ----,------- D E F G 7 8 9 10 11 I I I I 132 I I 133 c.ol ~I ~I ;:;I ,.,,I ~ ®j --!;,? ala l~ N' i1J "' ': 0, R,IW-/ -f,' <c -c:, ,.., ;t "I .. .., -. C:___.;J 0, -f, <o ... ~31 ;t <o ·-"' <c ~ . c,; "' 0230 -f, ~ "' -f, °'1 229 I -- CENTERLINE DA TA TABLE ,. .. -· □ BEARING/DELTA RADIUS LENGTH TANGENT ~· ,. •· N05"40'00"E -' 198.76' 1 ---- 2 08·05•00· 1200.00' 169.30' 84.79' N02"25'6o•w 456.66' .. .... 3 ---- 4 0918'19" 607.94' 98.73' 49.48' 5 N87"35'00"E • --8.00' -- 6 N79"08'10•E ---Bl.JI' -- STORM DRAIN DATA TABLE ! DELTA ! RADIUS LENGTH TANGENT REMARKS , N42"35'00"E : --19.90' --18" RCP(2000-D) 45'00'00" 45.00' 35.34' 18.64' 18" RCP(2000-D) N02'25'oo·w --30.15' --l 18" RCP(2000-D) --... -- No2·2s'oo·w --31.41' --... '1EI" RCP(2000-D) N47"25'oo·w --10.25' --18" RCP(2000-D N87"35'00"E --9.57' --18" RCP(2000-D 45·04•23" : 18.09' -9.57' 18" Ri:P( 2000-0 22.50' N4670'37"W ! - - -"" J.46' 18" RCP(2000-D ---- I I 134 SEE Si i££T 51 roR S[W[R ANU WATU/ ~I~ >- !Oi~ " <:ii~-~ :li . "' . .. -f, <c <::i co 0, -K -f, 0, 4~ + c,; 0, ... I I 135 ' >-"' u,-.,. a h.< . 0 -:r:--"'1 ~ I I ,,_.. ~ G ~to . ~u,--::.i+~ ~ e..i ~..._;C, -..,..,.,,_ - Q +-' 1/) <::: ' (:$1 -. a 137 136 ,.,,~£[PLANA!!~~~~ ;~:HI ~ SEE SHT 17 7 +70.15 BC -3+20.37 EC 12+74.10 ([ MARSH WREN ST. •· 3+25.09 i BOXTi!O.RN WAY +54.19 if TYP[ .... !" Cl. #9 _ 12+16.58E~R B =12+08.58 MARSH T. ,22.25' LT IP1U4" j PER SORSD D-2, L 8 c J >-v >-,.,, '. 3" "' C, ~ a a:>! Q "' oi:~ " 0 ~ . "' 0, "' ..., .,._ +:~ ~ (Q"'i :Ii f;j ;t; -...,. + ~ + -f, -,c>fi; 0 -...,, --I ... I :1•~.0 228 I LA T "0-2·. , 1 227 ,,, 226 225 0 BEARING/DELTA A N05"40'00T ! B -· 08"05'00" C No2·25•oo·w ' D 11·41•,2· E N0916'42"E F 213'49'27" G N24"J2'44"W H 22·07•44• I N02'25'00"W J 81"33'10· ; K 98"26'50" L N02'25'oo·w M 08°05'00" N N05'40'o6"E MARSH WREN SlREET CURB DATA TABLE RADIUS LENGTH TANGENT REMARKS --198.76' --6"TYPE "G" C&G 1217.00' 171.70' 85.99' e"TYPE ·c· c&G --_ _:·:.,;._ --379.72' --6"TYPE "G" C&G - 100.00' ' 20.41' 10.24' 6"TYPE •c• C&G --50.00' ,,_ . 6"TYPE •c• C&G ---· . - -------_:·_-_ 38.00' 141.81' --6"TYPE •c• C&G --50.00' ! --6"TYPE "G" C&G 100.00' 38.62° 19.55' 6"TYPE ·c· c&G --. .,.~:.--_;_. --70.27' --6"TYPE •c• C&G JO.DD' 42.70' 25.87' 6•TYPE •c• C&G 30.00' 51.55' 34.78' 6"TYPE 'G" C&G --186.99' --6"TYPE "G" C&G 1183.00' 166.90' -BJ.59' 6"TYPE "G" C&G -----198.76' 6"TYPE •c• C&G ---- SEE PROFILE HENtON 224 223 ----,---..L. -- ?1.35' fB_Q~Lf3__.~C,R-+5 ... ,._51"-, --~:-__ i_ t; '; 5' \C r,t') "'"l!"t') O] "'t-O'lll) lO -.:: d..; c::i 0) Ol <l:! I 0) ---,._ I q:i, LOil) ~ "-I'-..., r.o D'.lK C'\IUJ I"'") ..-.!c::i.....::....:.....:...:. O'J O:I a, Ch O') o, ,.._,.._.._:--- LOCAL D£PR£SS10N DETAIL-CURB INLET /IQ SC~LE: 1"=20' 13 14 214 '-' a:, ~~ cc C<') "I ,, i-,., -+ "' ... 1 '° \--o,. .... ,-: I I'>-_ b ca 9 \"' +-i ,.,, ""< -• .--..., EXIST STORM DRAIN D WG. NO 2{'J-8 40' 30' 20' I O' O' '-' ·~ ~ 'J, 215 "-iii ~ -o:, a .,_ -,,.. -: ... .. ,._,;;;.~ ~ +:K, <O ..,.. ... -"" 40' ---80' ---GRAPHIC SCALE: I' =40' Pl AN PRtPARED BY: 15 PLANNING ■ DESIGN ■ CONSTRUCTION CONSULTING 7604769193 5050 AVENIDA ENCINAS, SUiTE 200 CARLSBAD, CALIFORNIA 92008 • FAX 760.476.9198 • www.RBF.com 25.77' FT/OM CCR LOCAL DEPRESSION DETAIL -CURB INLET /9 SCALE.: I "=20' I ~CZ:;::?~~~ LOCAL DEPRESSION DETAIi -CURB IN! U #11 SCALE: I" 20' BENCH MARK CONSTRUCTION NOTES CJ) CONSTRUCT AC PAVEMENT OVER AB (SECTION TO DETERMINED BY R-VALUE RESULTS) @ CONSTRUCT 6' TYPE G CURB &: GUTTER PER SDRSD sm. G-1 @ CONSTRUCT 4" PCC SIDEWALK PER SDRSD STD. G-7 (I) CONSTRUCT DRIVEWAY APPROACH PER SDRSD sm. G-14 @ INSTALL STREET LIGHT PER SDRSD STD. E -1 @ CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-27 TYPE A 0 CONSTRUCT PEDESTRIAN RAMP PER SDRSD STD. G-31 TYPED @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD sm. PLAN DS-1 & D£TA/L HEREON @ INSTALL DOUBLE STREET NAME SIGN PE.R SDRSD STD. SDM-102 STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SDRSD STO. D-9 @ CONSTRUCT CURB INLET TYPE B-1 PER SDRSD STD. D-2 9ASBUILr 1&1(-Z-4W P.F f;()Z,~;3 EXP. DATE DE SCRIPT' ON: --5-cc4cc5.~•1""C;:;Acil TRA-NS~llENCtt='cMccARI\~~· LOC,\ TON: N"WLY 51lEWAUI 10' El.Y OF W'LY !>D(OF 6RIDGE REVIEWED BY: (. REC'.l,DC:D ELEVATION: AllUTlit:NT AT THE 1-5 CR05!>NG OF PO!NSflllA 1'1'15 ' .-h/o-z 103.7G CITY OF CARLSBAD ENGINEERING DEPARTMENT t------l[jf] ~-+--+---l---1 IMPROVEMENT PLAN FOR: STREET & STORM DRAIN THOMPSONITABATA CT98-14 PHASE3 +----+---.1; APPROVED :.c.CYD 8. ~U88S 4Y .. DATE RFVFWF~ M.ARK S. /1.NDERSON 949 472 3505 ' /4 6 e ,.,_,,& ✓.?, ~~~--1:,./41,I.IP 'I ---1----1-----1 lc1TY ENGINEER-7 PE 23s~ EXPIRE.s, 2/31 ;ospATE DA 11:,/4~1--"'□A""1E=--,N~1TI~A7L-t------------------+-0-A-TE-+-1N-rn_A_L +--0A-TE--+--~ OWN BY: ~ . PROJECT NO. l;.:.D:::R~A=Wl=N=G=N=o=:. R.C.f # 26821 EN-G-IN-EER-'DF-WORK REVISION DESCRIPTION OTHER APPROVAL l ~;;~8 -~~ •. :::::Ji CT 98-14 i401-9H ~ 0 " ~ .. ~ ., <:'.. " ~ C, f-1 "' 'O i O> :;:, t<) \2 UJ ~(/J -~ 'l: ii! Q. "'' ,! Cl) f:c:: i:s !o. 'i5' I-"' <: 9.UJ ?cnj ~:::,; "0 fct !~ i:- 062204 C :e ...I, C) 0) 0 .,:::i. -0 w I\) ~ I (0 :c 0 A B -----C 0 E F 1 138 CENTERLINE DA TA - --------r--- □ BEARING/DELTA : RADIUS 1 N10·22'oo·E -- 2 08"46"10" 200.00· 3 N79'08'10"£ -- CURB DATA TABLE 2 4+6i.29 q; TYP[ A · 4 CO. "l -/+32.52 BOXTHORN WAY St 5.YEE ,' 3 FOR S[W[R AND WATU? 212 SEE PROFIL[ SHOWN HERON 137 ORN WAY TABLE --"' .... LENGTH TANGENT .... 113.17' --0 30.61' 15.34' . 81.Ji' ,· --A B C D BEARING/DELTA RADIUS LENGTH TANGtNT NOTf:: E t-------F N70'22'00"E --61.64 --6' TYPE "G" C&G 08"46"10" ····· . 27.55' 13.80' ·-· . 6 ''TYPE "G' C&G 180.00" ·-N79"08'10"E 26.36' .. 6"TYPE •o• C&G ---- G H N79'08'10"E --41.22' --6"TYPE "G" C&G 08"46'10" 220.00' 33.67' 16.87' .. , 6"TYPE "G" C&G N70"22'00"E --71.44' --6"TYPE •(j• C&G .. L. . . ··-.. . F'±...:+: +~,: . "" , .. '" .. . _.. . * . ;.:.;.;:i.:C:;::1.·;::·;;:(: :· .. . . t!AtiL .Jl£RJ • . . ,. . •. . . .. • • • • • --.1,.,.·--¥·-_,,_,.c,.:_.:...,...: __ .ec-·os;·=ea : · Er£VATJON .:OF: ;EXISTING PJPE'. 8££0R :• '" •· ff(Jfl orPR· .... ,. .. , · ··; -1180, " ~ ; • ~--•""«--~<;--'"~~M•V ~ ==~"< ®'==",-=~==~vVcSA=~v '" ~ ~ .. ~' '~," ",-t . . ..... ' " \ " ' l JJNG 21"7,CP'" ·. S.. ;.c:-.0,lll.:L: .. / :.,. : ·' !111,1'1 . ,. .. -, .. -' ,., : '"~ : .. L: i ,v,,.. :• :··: i b:4-YN:_,•) .,mf """"'.'•' ;J:.:i:.J.::...... : . J .. ~.1:. -.T. ·: [ .. . ; . . . . . 1· ..•. , ... ! ;·. ·••··•··· · .. f -l . l . " . . . .. . .. . . . ... , ..... . """-·"==~• ·.-'. .. ·.. .. -.. ,_ . ·-........ ,f" I . l -¾. ! ! . t ; ! t . I ' . +-'. . . I .::•.: ;·.1,.·.·• . . ::::::.;:•;:; • ...:;;:;:c..:c .• :;:: .• :.2.: ......• · .,1 ..... :, .. :.i. L.) · :.;. ~-L .. ::L:~4,;:.:L:.:::.::.i.::::., ..... ::.;:: .. : .• ,.; J · · .. l ···•·· : :::.::.::;+..:.::.::;;;cc;;:.:.1:.;;..,;:.• ;;.;;:.L.; i,:.:.•L.:.;.;:;:+ ... :c:.,.l.:,...:, •.•. ,.: .. :.i .• ;:.:::: ::. Le. '.:: •• £ · .4 .... L.:2 . .; NOTE: ELEV •a• ELEV •c• ! ...-t'-t-' _F~OW i, FOR EXACT ORIENTATION OF: STRUC7JJRE SEE PLANS @ TYPE A-4 C. 0. MOD. NOT TO SCALE ' VORTECHNICS UNIT . SYSTEM C -MODEL VXJOOO SYSTEM D -MOD£L VX4000 I ----- a· ELEV •o• DIVERSION WALL t #4 1- ~ #4@ 8" "" NOTE: /'~ 2% 1,1\N -~ ' ,_::::: -'~ REINFORCING PER SORSO STD. D-9 ' ~ ~#IN ' t;; ~ ' "" 18" STORM DRAIN CLEANOUT TYPE A PER SORSD STD 0-9 SECT/ONA-A NOT TO SCALE ELEV 'A" ELEV •a• ELEV "c" ELEV "D" 194.15 193.99 19J.82 195.8 181. 74 181.65 181.55 18J.6 i I __; "IINOT£: THE t=RlltATli/" ums•efiOU>-JD S~M WA.Te.t;t QUALITY 7-A.T,_,,l!WT IJ/JIT I/ APPUt,tl"E'IJAJJr FACILIT/95 (OCATEO WITIJI/J I.OT 2<'2 WILL 8E. MAI/JTAI/JE1:> Br THIS HOM/!OW/.11!!/fi!S ASSOC. Al.l u1-1rrs ARE WITHI&/ ~SEO ' ~J,11.tl '-~ _, __;:: BENCH MARK CONSTRUCTION NOTES CJ) CONSTRUCT AC PAVEMENT OVER AB (SECTION TO OETEl?MINEO BY R-VALUE RESULTS) @ CONSTRUCT 6" TYP[ G CURB & GUTTER PER SORSO STD. G-1 @ CONSTRUCT 4" PCC SIDEWALK PER SDRSD STD. G-7 G) CONSTRUCT DRIVEWAY APPl?OACH PER SORSD STD. G-14 @ INSTALL STREET LIGHT PER SDRSD STD. [ -1 @ INSTALL DOUBLE STREU NAME SIGN PER SORSO STD. SOM-102 STORM DRAIN NOTES @ CONSTRUCT STORM DRAIN CLEANOUT TYPE A PER SDRSD STD. 0-9 @ CONSTRUCT CONCRETE COLLAR PER CARLSBAD STD. DS-5. @ INSTALL 27" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT VORTECHNICS VORTS[NTRY VX4000 (OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS (207-885-98JO) PRIVATELY MAINTAINED~ @CONSTRUCT TYPE A-4 c.o. wrrH DIVERSION WALL PER DCTAIL HEREON •ASBUILr P.F &01$3 EXP o/1'o/§ DATE DESCRIPTION: 5·45.GI CAI.TRANS BENCH MARI( LOCAT.ON: NWLY SIDEWALK 10' EH O( W'L'f 5IDf OF llRIIJGE REVIEWED BY: ---~=~~-~-~'-"'==~~=~-, STORM DRAIN DATA TABLE PIJl!,£/C UTIL Ir," EASE,-,E'i-17. ABI.ITMENT AT TH!' 1·5 CR0551NGOf roosETTll._-l <'7: '-""'1.. RECORDED: --~1~'l'l5~_ __:~~~~~~~~-!!i/:s/o, DELTA RADIUS LENGTH TANGfWT REMARKS 29"4/'36" 45.00' 23.32' . '. ii.gj• 27" RCP 2000-D) S70"22"00"W --117.60' --27" RCP 2000-0) 41 "42'J7" .. , ., 45.00' 32.76' 17.14' 27" RCP 2000-0) N28"39'23"E --18.84' --27" RCP 2000-0} 4s-oo'oo· 45.00' 35.34' 18.64' 27" RCP 2000-D) I '" -~ ---------88.59' 1 27" RCP(2000.=Q}_ N7J'39"23"E ---- 15"50"07" 150.00' . 41.46' 20.86' .. i 27" RCP 2000-D) " 3.38' 27" RCP 20~0) N89"29'30"E --• -- 40' JO' 20' 1 O' O' 40' 80' ------GRAPHIC SCALE: 1' =40' PLANNING ■ 0&:;SIGN ■ CONSTRU □TIDN 5050 AVEN!DA ENCiNAS, SU!TE 260 CARLSBAD, CAUFORMA 92008 CON 5 UL Tl N 13 760.476.9193 • FAX 760.4769198 • www.RBF.com t.~EVATON: 10:l]G DA TUM: M51 DATE ~ CITY OF CARLSBAD ~ --+--+----+---1 LlZJ ENGINEERING DEPARTMENT ~ ---------+--->----+--~ :===:::'...'.:=======~======-:== IMPROVEMENT PLAN FOR: STREET & STORM DRAIN THOMPSON/TABATA CT98-14 PHASE3 APPROVED LLOYD 8. HUBBS ;!TY /4 r'.s &!,,--c d. k.P~ ,. . ~ CITY ENGINEE~PE 238 7EXPIRES 12/ REVl[W[D~GY:. .,,/~_. ~ -DATE: ,Y-Zf,,y"f---:D;-;:A=TEc-1--:-::,Nl:-=Tl"'AL,...+-----------===----t-D:-A;:;TE-::-+-:IN::::ITI::-AL:-:--+-D::-Ac:TE-::-+:,NcclTI::-AccL--I JWN BY: JVl r PROJECT NO. CHKD BY: gs-r: CT 98 14 DRAWING NO. 401-9H MARK S. A SON R.C E # 26821 949 472 3505 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVW:J BY: ~----__ _ E ~ " <:-, --... s?_ 00 ~ .,. [;; "' §1 c:, "' -~ ... 0, :;:,(") i~ C '.;c.~ ~Cl. == n. • ,! (I) '5":2: .... C') s-::5 -.J ! Cl. 9. .s::. -,_ 0 2 cl<: c.., ~ -lJJ N ~~ I (0 !2 :::,; !2 0 ::c ict: i§ Cl. 5-::i: :i::- ,8 I I 10 175 - 176 --G---:~-:>,i:;----G---G---'tt-vi'!l?-"f-~ ,,_ ____ _,,_~1+00.00··<[ SAGEBRUSH ROAD-¾--1ec¾~--\--\-- =13+50.14 if: ROSE DRIVE 157 ___ SYSTEM •@• SEE PROFILE HER:,~N ~ SYSTEM "D" ~\ SEE SHEET 12 ~ FOR STORM DRAIN ~ 207 NOTE: 11 12 13 TRACT BOUN RY I I ~ 14+60.41 ROS[ DRIVE: = /~ J.1i 2+67. 78 ROS[ OR!V[ PER ~ CITY OWG NO. 185-9 O+J9.50 SD 'E-1'~ I I!!! + .4 ROS[ DR. 8 4 II ~ 0 22.25' LT ff TYP[ "8 C .. '#19 I f!Jii I PER SDRSD 0-2, L=5' ~ I tJ :i :;'st ' / i( I LAT "E-1" °" I I EE PROFILE: HER '< , 'tj/ 1 +86.53 if ROSE DRIVE c::, V, l!2 ti a ~ ,ea ::t:lu . C, '2: b 0c: w-· 11a "">"' - 1-,J~ ~~ C) :s. "'( ... c,Cl :::;: <o V,"' ~>-<O l5 + 0c: ·-' -cS .1::1 -..., .,., 8s ++ --,. t")Q:; --<'-JQ • C, sc V, co a v, <O ' ' 0, -..,. -a, C} C} + -- -----•-- I = 0+00.00 FOXGLOVE VIEW X. 1" DW EX. 4" SS EX. R/W 14 o+o 1 .03 it ROS[ DRIVE = 19+93.161£ DAISY AV£. - 13+88.56 SD 'E' EC= i'---'1-"-9.:..+.::.63::.:·.::.94.;_;;:Dc.:A:.::IS..:.Y....:A.:.:\l:c:E:.,.--{2.2 TYPE A-4 C. 0., /. 77' LT STORM DRAIN DATA TABLE FOR ADDITIONAL STREET IMPROVE:MENTS SEE SHEETS 9, 12, 18 & 27 0 DELTA RADIUS LENGTH A 69'30'31"E 100.00· 121.31' f--· N89, 7'15"W 39.50' B -- C NOOVO'OO"W --4.50' D N09V6'50"W --35.50' E N00'53'10"E --25.56' F 28"4759" 287.00" 144.26' G NJOV1'50"E --10.43' H 41'51'24" 45.00' 32.87' * = WATER 11GHT JOINTS TANGENT 69.38' -- ---- -- 73.69' -- 17.21' REMARKS *18" RCP(2000-D) 18" RCP(2000-D) *18" RCP(2000-D) 18" RCP(2000-D) 18" RCP(2000-D) 18" RCP(2000-D) 18" RCP(2000-D) 18" RCP( 2000-D) NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCA T!ON AND ELEVATION OF ALL EXIS+/NG UTILITIES ANO 1Mf'Rf)',J[MENTS PRIOR TO CONSTRUCTION. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. 40' .:JO' 20' 10' O' 40' 80' -----GRAPHIC SCALE: 1 "=40' PLAN PREPARED BY: ■ ■ ■ CONSULTING MARK S. ANDERSON 949-4 72-3505 PLANNING ■ OESHGN ■ CONSTRUCTION 5050 AVENIOAENCINAS. SUITE 260 CARLSBAD, CALIFORNIA 92008 780-476.9193 • FAX 760.476.9198 • www.RBF .oom R.C.E # 26821 *NOTE: TH£ PR/VA TE UNDERGROUND STORM WATER QUALITY TREATMENT UNIT AND APPURTENANT FACILITIES LOCATED WITHIN ROS£ DRIVE NEAR LOT 206 WILL BE MAINTAINED BY THE HOMEOWNERS ASSOC/AT/ON. ALL UNITS ARE IWTHIN PROPOSED PUBLIC UTILITY EASEMENT. BENCHMARK PROFILE SCALE HORIZ. 1• = 40' VERT. 1• = 4' CONSTRUCTION NOTES Ci) CONSTRUCT AC PAVEMENT OVER AB (S£C110N TO DETERMINED BY R-VALUE RESULTS) @ CONSTRUCT LOCAL DEPRESSION PER CARLSBAD STD. PLAN DS-1 & DETAIL ON SHEET 9 A AREA TO BE TRENCHED AND RESURFACED PER SDRSO STD. 0-60, ~ G-24 TYPE"A" @ SAWCUT AND REMOVE EXISTING A.G. PAVEMENT. @ DEMOLISH AND REMOVE EXISTING SIGN. @ DEMOLISH AND REMOVE EXISTING GATE AND FENCE WITHIN THE ROW. STORM DRAIN NOTES @ INSTALL 18" RCP STORM DRAIN PIPE (D-LOAD PER PLAN) @ CONSTRUCT STORM DRAIN ClEANOUT TYPE A PER SDRSD STD. 0-9 @ CONSTRUCT CATCH BASIN TYPE B-1 PER SDRSD STD. D-2 @ CONSTRUCT CATCH BASIN TYPE 8 PER SDRSD STD. D-2 (?§} CONSTRUCT CONCRETE COLLAR PER CARLSBAD STD. DS-5. @ CONSTRUCT VORTECHNICS VORTSENTRY VS50 (OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS (207-885-9830) PRIVATELY MAINTAINED• •ASBUILT" P.E. IROZc~'3 EXP. _ei,/:,-o/'r;,S DATE DESCRIPTION: -~5-:J,45~.G"!,lJ;GALgTllAN~SJflfNCtt~~HAlll\~"""~~=~---t-~:::;::::::;:-;::--:;--------------j LOCA TION: __ -'cN'WL==Y=cSIDEW~'a"AU\~lO'c-',:-rt'.c'YCC:Of~Wcc'L-'.Y -o'SlllE~Of~llJ<l!)~GI'~-, REVIEWED BY: AllUTMENT AT 1lif 1-5 CR055NG Of POli&tTTIA , /3/n DATE ~ CITY OF CARLSBAD ~ 1-----+--+--------------------t---+-----+--·+ ~----1 LlfL_j ENGINEERING DEPARTMENT L_gj ~='-'=====================-===~ 9 1-0/0-4 j DATE INITIAL ENGINEER Of WORK 16t-11\te'Nf" REVISION DESCRIPTION DATE INlllAL OlHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: STREET & STORM DRAIN THOMPSONtTABATA CT98-14 PHASE3 ~ 8. HUBBS Lo/L~/4'f ~ CITY ENGINEER PE 23889 EXPIRES 12 31 05DATE DWN BY: J\lI PROJECT NO. I· DRAWING ND. CHKD BY: RSJ CT 98-14 RVWD BY: 1401-9H ) .120904 E "'- ::? "' ~ ~ 0 -j j tc I ~ J / ½ "' 'i c:, ~ ~ .. "' --[il ~ ~ Q < ~ i l! 1-1 ~ < 00 ci ~ --""' ~ :s wQ -~ ~ 2 u I -\¢ ;J; = ~ ,_ 0 -~ ~ -::r::: . •· ,~:;-._.,,,,.~ ~ . C,. 0, a 2 ~ R/W 0,_ 1+JJ.61 [CR 108 HERON CIRCLE 86 63 .;-.,·.x . ' ,. t . ' :. • >' . -~~~"'".'°~'"•••,nm,.,<µ • , . ' ·( .. ''. \' ' ·., ; . . ' ... , . . ~, =~~~,·, ';'. I ' . t'. • I ' . ,: 0 ~ ~ . .. ·"r"'.t .. ::::::P:""F'"f'-,F~"5::!'~~~~ '·.J .:' 1··.'. • •• ,,,., ....... 1.·•···· .. · .. ·1. L 1·•••• '· • • RC ' .. , ALE:'/' ,,,•,,J..,~, •"' ', ,.,.,•+h< •,. • ,• W ,• • > < • • • \ • ;i •,C._ • < ,• • • ! ~-~-•~"-' <,=-•~•~"'' •>••M<">'"•~• t,, •.•t 'S •~~ ,,' •• ~ ~ :; • • .{.," .. ~ SM~M 1 2 3 SEWER DATA TABLE 0 DELTA RADIUS • LENGTH TANGENT REMARKS SEWER NOTES A 00·01•48" 2500.00' 3.49' 1.74' 8" PVC 8 N00'06'00"W --115.00' --8" PVC C N6 7'43'00 "E --141.49' --8" PVC @ INSTALL s• PVC (SDRJ5) PER CMWD STANDARD PLAN S-5. -. -- @ CONSTRUCT STANDARD CONCRETE: S[WER MANHOL[ PER CMWD sm. PLAN S-1. @?) INSTALL 4 • PVC SEWER LATERAL PER CMWD STD. PLAN S-7 . @ REMOVE EXISTING CLEANOUT AND CONNECT TO SfWER. D N85'57'00"E --120.70' --8" PVC • LENGTH OF SEWER LINE IS FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESS HOLE. WATER DATA TABLE () DELTA RADIUS LENGTH TANGENT REMARKS A 00'04'48" 2488.00' J.47' 1.73' 12" Pl&,,. DOMESTIC WATER NOTES @ INSTALL 12" C-900 CLASS 200 WATER MAIN. @ INSTALL 8" C-900 CLASS 200 WATER MAIN. @ INSTALL BEND (ANGLE PER PIAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 & W-19. @ INSTALL 7" WATER SERVICE & 5/8" METER PER CMWD STD. PLAN W-J. @ INSTALL 1• WATER SERVICE & J/4" METER PER CMWD STD. PLAN W-JA @INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2" MANUAL AIR RELfASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL 2" BLOWOFF PER CMWD STD. PIAN W-6. @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. (@ INSTALL TEE (SIZE PER PIAN). @ INSTALL FLG X PJ REDUCER (SIZE ON PLANS). CAUTION: NO CUTTING OF ACP IS PERMITTED. THE CONTRACTOR SHALL REMOVE THE ACP TO THE NEMEST COUPLING ANO SHALL INSTALL ACP x PVC ADAPTERS AND PVC PIPE AS REQUIRED TO INSTALL ALL NECESSARY FITTINGS. 40' JO' 20' 1 O' ()' 40' BO' ----GRAPHIC SCALE: 1' =40' BENCH MARK 8 N00-06'00"W --9D.20' --12" PVC -------,. .. ., ..... C N22·24 ·oo·E --21.80' --12" PVC D N67'43'00"E --122.49' --12" PVC E N85'57'00"E --142.35' --12" PVC . ------,-. -····-F N04'0J'oo·w --37.12' --12" PVC -·· G N49'11 '02"E --251.76' --• 12• PVC H N17'12'07"W • --71.83' --12" PVC NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVA T/ON OF ALL £)(/STING UTILITIES AND IMPROVEMENTS PRIOR TO CONSTRUCTION. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. J. SEWER LATERAL STA T/ONING REFLECTS LOCATION OF CLEANOUT •ASBUILr DATE DESCRIPTION: -~5-=•=5~-~=1 ccGA=L"'TRAN~5=BENOl=-H=A""RK===== LOCA-ION: N'WLY 51J[WAUI 10' EU Of WU 511lE Of B!roGI: ABIJTMEl'!T AT THE 1-5 CRQf,SljG OF Potl5ETTIA RECORD=D: l'l'l5 . REVIEWED BY: -Ct'iJ.__ s-/.,/tt"? ELfVA-10~: 10J.7G DATUM: _]151_ PECTOR DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT .--------------------------;c----+----+--------------------f---+· .. -·--. IMPROVEMENT PLAN FOR: 0 LA~ ~~EPAREJ RY: PLANNINCl ■ DESIGN ■ CONSTRUCTION CONSUL Tl N 13 760.476.9193 REVIEWED BY: ,.-/ 5050 AVEN!DA ENCINAS, SUlTE 260 CARLSBAD, CAL!FORN1A 92008 • FAX 750.476.9198 • www.RBF.com t------+---t--~---------- '---------..... ·---------------+---+----+----t-----1 ,,, .... %?·:.--,,.,,. ~-/ MARK S. ~;~---- 949-472-3505 DA'E:0-efP-e,y't--cOc,Ac=TEc-l-lNl"'Tl"'"AL,-t---------------------+-DA-TE--+--,N-ITI_A_l-+--D-A-TE-+-1-NI-TI-AL--t R.C.E # 26821 ENGINEER OF WORK REVISION DESCRIPTION >-o-TH_ER_A~PP~R-o_v_AL-+-c-,r-r-AP0PROVAL liWN BY: Cr.KO BY: RVWD BY: SEWER & WATER THOMPSONITABATA CT98-14 PHASE3 ' ,062204 E 0 ~ .. ';. ~ ~ li1 C) §; C, ~ ~ 0, ;:.C<) i:J UJ C ~ (/) -~ ~ !;: ii1 Q 0: ' -6 C) 3,(/) U) :s. ~ ~ 2. .,::.. iS 0 :'5 Q w -1-...... !~ N I ~rn (0 :c 2~ 20 'i~ ~Q -:::E :c- .L: ~·0 : r ; ,, •, .. i:.· ::'".,) ..... ;••••·••.. ~. ' f·:'c•'::·:··t•"+··, ;, d:·,,?:::+··'1· ;::: ·::r :,·+·· :··b:·+··:•+:··•:Hd•;+•+··t::"'h /c;k:·J =+:·'1:: t:'+:.:"t•;"':cj·:•ct ··f·•·,+·,c0 ·' f>fr ',; .. ~f ·':t·'•''t" :·f,·?"••t·'·:•'r· '.ii' . ,. 1 . , . !, ' •---e---• ,-•M'"'s•,v.e.,w,,.•vN ' . . · .. , .... , ... 63 62 r:i>. 1+00 f/1.58' RT) HERON Cl N?S.-t....c,..-c, ~ 3+61.65 HERON Cl t::W MH #.3 ( ) DELTA A 7 7•30•25• B : N04'0J'OO"W C "_ p2·21'00· ' 0 i N05'30'00"W [ 12'53'JO" F 05'32'45" ,-, . ,----- G ; N11'56'15"[ H 05'45'15" J N06'11'00"[ HERON CIRCLE SEE SHEET 19 SEWER DATA TABLE RADIUS •LENGTH I TANGENT 250.00' 76.J9' I 38.5Q' ·-' --140.10' -- 1900.00' , _§.1.25' 40.6J' . -·-· --215.83' -- ------------- t 800.00' 180.00' 90.JB' , 8.00.00' 77.44' 38.75' . , --109.82' -- 1100.00' · 110.47' 55.28' ·-, 113.63' --, REMARKS 8" PVC ----------- 8" PVC -- 8" PVC 8" PVC 8" PVC 8" PVC ···-------- 8" PVC 8" PVC * LENGTH OF SEWER LIN[ IS FROM C[N TER OF ACCESSHOL[ TO CENTER OF ACCESSHOL[. WATER DATA TABLE DELTA RADIUS LENGTH TANGENT REMARKS A , N04'0J'oo·w 203.30' 8" PVC B 02·21·00· 1888,00' B0.73' 40.37' B" PVC C • N06'30'00"W 215.82' 8" PVC , 18'26'15" ---------------- D 812.00' 261.JO' 131.79' B" PVC [ N11'56'15•[ 109.82' 8" PVC F 05'45'15• 1088.00' 109.27' 54.68' 8" PVC G N06'11'00"E 101.63' 8" PVC , • , ···• , 1··· , ...... . . ' .•. , .... ·-· ~~ ..• ,;,C,;;;, ,;;;, ••··••••••~+• ,,.,,, .,,,,C.,,,:,,:,;.,;;;;;,;;:,;,, ;,;;;,,;,;,;,,;/4, ,,;.,,,..,,t-,.~••-.,.,,,,C,, ,• .;.! ;,~{.~:"\..~,-L,:"l.:~=j.,.,~«>• ;~=;« • -,,.;,_M -+-ea:i,~,.;;;:~,~,;~\w, C ~~•~, ,,,,,.,,.,,,.., ,,~ 2 3 4 9 . 10 11 66 64 65 \\ ® ~ !,_, ~, '1 I "' 1~ \i I~ \t \i + \! 1~ t;: I~ r -6 ,t;. "' \8 \°' C> ,Q I R/W ' I 6 72 ®, 73 l~/ .,I ~I ~I .._/ ~ , "I .._ ~ Jj ~ .._ ~I "' !;?I /;?/ 1 <ol !'i/ i I I ':;ii ~ I "'! .. ., .~·~ •-. 67 68 74 75 76 1~ HERON CIRCL~ ,, .,,. ·:.::.·. ;·,.. . . .. ·,'.:' '1 t;,,, , .. -~-, . .:· -."· 3 • ,.-•;,_ ... ~ .. ;,_·:",;: ·-:, : .... .. ·-:: '.. ·~ ,, .,J."". \"' R/W "' " + , \~ + \i Ii 0 \"' ~ -It, \~ It ~ \~ \~ I~ 01 ~ '"' \~ ' \g t : , ~ UJ @ @ ® I "' " 88 87 89 90 0, I \°' <C 0, oi + <n t "' "' r ~ + '-I • \~ <o ~ N ~@ I 91 86 ., 0, o; <O + <o ® 92 94 /!?A, /;? h/ I ' ..., ,,;/ &/ :t 1/ !2 I I ~I @ ,-..;/ J/ ' 93 !2 ~ l/ ! ! 95 , , I -,_ ·~ "' c:,. I ~I "' ~I ;1 1 ~1 ~ ;:,; <t/ -J 96 "'I t-, :2/ <ci' o,/ it! ·:,'..' :., .. :: ' :1 "'I a ~I ~1 -~1 97 I HERON CIRCLE SEE SHEET 21 HERON CIRCLE •AS BUILT" ~-,--~ DOMESTIC WATER NOTES SEWER NOTES @ INSTALL 8" C-900 CLASS 200 WATER MAIN. @ INSTALL 8" PVC (SDR35) PER CMWD STANDARD PLAN S-S. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. Q9 CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PIAN S-1. @INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 & W-19. @ INSTALL 4" PVC S£WE:R LATERAL PER CMWD STD. PLAN S-7. @ INSTALL 1 • WATER SERVICE & 5/8" MEIER PER CMWD STD. PLAN W-3. @ INSTALL 1" WATER SERVICE & 3/4" METER PER CMWD STD. PLAN W-JA. @ INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL 2• BLOWOFF PER CMWD STD. PLAN W-6. @INSTALL 2" Alf? VACUUM ASSEMBLY PER CMWD STD. PLAN W-7. @ INSTALL FIRE HYDRANT ASS[MBL Y PER CMWD STD. PLAN W-12. a 40' 30' 20' 1 O' O' 40' 80' - ---- NOTES: 1. CONIRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO CONS/RUCTION. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. 3. SEWER LATERAL STATIONING REFLECTS LOCATION OF CL[ANOUT. GRAPHIC SCALE: 1' =40' PLANNING ■ 0£51GIN ■ CQNSTRUCTJ □ N CONSUL Tl NG 760.476.9193 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD. CALIFORNIA 92008 • FAX 760.476.9198 • www.RBF.com BENCH MARK DESCRIP JIG~: 5-45.GI CAL TRAN5 BfNC/1 MARIi P.F !eM8. 3 EXP. i.P/stjd£ DATE LOCATION: N'WLY 51DfWALK 10· EH of ·w·=1.,~51D=[~Of=llRl!l=GE-- AlllJTMENT AI Jl1E F5 GR055ti_G .OI fOIN,=S=EI~TIA~_ REVIEWED BY: R[COR0°D ___ 1~995~-- FLEVATION: 103.7G DATUM. JISL ~: CITY OF CARLSBAD SHEETS I -+---I L2U • 1 ENGINEERING DEPARTMENT 32 ---j----+----t---+----1 !IMPROVEMENT PLAN FOR: . SEWER & WATER , THOMPSONITABATA CT98-14 L PHASE 3 APPROVED LLOYD B. HUBBS or REVIEWED~;'.:::' _;.;a ----" ~.,,-~ ~--· , e.;,r,....,· -. .,. DA TE: Y-H-""£ l---:D::-,Ac,lE::-+-:t""N1"'T1-:-:AL-+-------------------+--=-o""A1E::-+-c1N=rn:cA-;;-L-+-c-DA"'1E-+-IN_lll_AL---l Ar -::: ,. -~ ~~---&,. //1,/,:,¥ CITY ENGINEERPE 2388:.P'EXPIR~S 1 ?/31 /G5 DATE ,, ., , , DWN BY: JVT 1 PROJECT NO. ; : DRAWING NO. ~e~g ~~•· R.>!'. CT 98-14 '1401-9/j MARK S. ANDERSON 949 -4/2 3505 R.C.E # 26821 ENGINEER Of WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL 1062204 E Q ~ " ~ "' ~ " IE a IE C, ti ~ <n " O> ;:.~ bl LU C '!(I) ~~ :e Is: :i! a.. 0.: ' C) ~ Cl) ~ S;z: ~:5 0 .i:a, ~ a.. -o '€1---w...,. C, < N, ,S.LLJ ~ro (0 ~ :::,; :c ~o ~~ !~ :i::- ., .. ,,,,. "'•'"_,.,_,.,,,...,.,m »,;,. ' \ \ \ \ \ \ I 84 8 83 9 10 98 82 (JI 0 ~ .... ~· "' t...; i 5?/r,:, "' "' e;; + ·"" "' 0 s~ + ® C -o,1~ ' ~'." 81 "' "1 ''f~ ~ ~If ~ HERON CIRCLE 96 97 / ~~ ~ o/ i.fl' ~ ~\~ ,.,, ~ "' '~ .,,, <?, "' 'Y . . 11 12 13 \ \ 76 1J+71.22 (12' LT) HERON Cl £-W= 11+91.7J (12' LT) H£RON Cl N::-S--.~" 13+59.22 HERON Cl £-W= 12+03.73 HERON Cl N-S . MH # 8 .,,...,."-;..___~_---+:--:...itJ,~09TROMpBf@ 77 ~18''R0¥..,£R~ 78 79 205 SEWER NOTES @ INSTALL 8" PVC (SDR35) PER CMWD STANDARD PLAN S-5. @ CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1 @ INSTALL 4 • PVC SEWER LATERAL PER CMWD STD. PLAN S-7. @ R£MOVE EXISTING CLEANOUT AND CONNECT TO SEWER. DOMESTIC WATER NOTES @ INSTALL 8" C-900 CLASS 200 WATER MAIN. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK PER CI.IWD STD. PLAN W-15 & W-19. @ INSTALL 1 • WATER SERVICE & 5/8" METER PER CI.IWD STD. PLAN W-J. @ INSTALL FIR£ HYDRANT ASSEMBLY P£R CMWD STD. PLAN W-12. BENCH MARK NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND £LEVA noN OF ALL EXISTING UTIUT!ES AND IMPROVEMENTS Pf?/OR TO CONSTRUCT/ON. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. 3. S£WER LATERAL STATIONING REFLECTS LOCATION OF CLEANOUT. . SEWER DATA TABLE ( } DELTA RADIUS • LENGTH TANGENT REMARKS A N19'14'00"E --19.46' ' --8" PVC -------·-------.. -,..-=-.-- 8 37'00'26" 250.00' 161.47' BJ.67' 8" PVC C 50'05'55" 250.00' 218.60' 116.84' 8" PVC D N83'49'oo·w --123.64' I --8" PVC • L£NG TH OF S£WER LINE IS FROM GENTER OF ACCESSHOL£ TO CENTER OF ACCESSHOL£. WATER DATA TABLE () DELTA I RADIUS LENGTH ! TANGENT REMARKS .... A N19'14'00"£ --50.32' ' --8" PVC B N01'J1'18"W --91.JJ' --8" PVC C N28'1 J'31 "W --79.31' --8" PVC .. ; .. ----... D N54'19'oo·w --64.JO' --8" PVC E N59'1J'10"W --60.18' --8" PVC ----. """" ' . F NBJ'49'oo·w --166.54' . --8" PVC •ASBUILr DATE P.E. (p02$3 EXP. u,/3¢'£ DESCRIPTION: --5~-4c'c5.,';Gl;,;CAL=iTc'il<ANi-'5~!1fN:;,;C"'-tt""H~AccRKCCC"=-==-1--------------------i LOCATION. N'WLY 511J[WAI.K 10' fU OF WU !>D[ OF fll<IDGf REVIEWED BY: . .. .... ABUTMfHT AT Ttt[ 1-5 CR055NG OF fOINSETTIA -l RECORDED: --~1~'1'1~5~-----------.. __ < .✓.::..c-~• c .., .._ Elf VA TION: --~1=D3=.7~G _______ DA TU~: _M=;,~_ IN,SPECTOR f---·_· -+---+-----_ .... _ .. --------+--+---+---+---! [ S,?o/T r CITY OF CARLSBAD ENGINEERING DEPARTMENT .--------------------------t---+--+----------------..... IMPROVEMENT PLAN FOR: 40' 30' 20' 10' O' 8!Y -----GRAPHIC SCALE: 1' =40' PLAN PREPARcO BY: f----+---+--------------------+----+----+---l··" ....... . PLANNING ■ DESIGN ■ CONSTRUCTION ... I----+---< SEWER & WATER THOMPSON/TABATA CT 98-14 _J CONSUL Tl N 13 760.476.9193 REVIEWEO~-- M.AR, S. ANDERSON .949-472-.3505 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 • FAX 760.476.9198 • www.RBF.com ---------__________ ,, ......... PHASE3 I----+--->------------__________ .. ----+...---<f---+----+----1 --·--. ------ ---------- 1---1---+-----------------11----+---+---+---t ~ c2 1,/41/"~ ,:. II /,e'i PROVED 11 OYD Ei, HJtlBS $Y ~-..... ..... --------1---+---f---+---.1 TY EN91N_EER"' PE 2J~ES_12/31/05DATf DA-E~z,-"'y -DA1E INITIAL DAJE INITIAL DAJE INITIAL ~~~D s;~,.....:...t~ .. I PROJECT NO. ! DRAWING NO. R.C.E II 26821 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~R_V_W_D_B_Y_:,.---~-~= · __ C_T_9_8_-_1_4_~i 401-9H E 0 ~ -... ~ isl ';i- ,.;: ' ' "' ~ "' ~ ... "' :::. (') ~LU I Cl) 0 ?;~ ~ a._ :e a. ' ,$Cl) Ca<'. N C') is .... ~Cl 2. -1::a al-0 "'<'. w ~LU N ..... ~::i: I ~~ CD o'Q :c ict: c§ a. ~::: :r: - / / ,/ / /. '· >, , ,,, 122 10 85 109 110 111 / ! 121 120 :zdNTAL ~····· . ineAL-~! l ·( . I . i l J. t. .. . .... -................ j .......... . 11 12 13 84 83 82 25/ c:, I "'I ·•·.:c}. ·,~,Q} -~ ... ::· .. //r; -" --~ 1::,; r I i ~ R;I ~1 I I -,./ I !;i :'.?1 ::: ~I ~1 ; ~q -1 ~ ~I --!I ®~ /12 -i 12 • C DRIVE 113 114 CRYSTALLINE DRIVE 14 81 146 ,, ~ "' ·~ .> ·-p i9 ~ \ \, ~ "<:P ~ '7 \ 148 147 , .,= •-'• "''"~"rr=mwov =••w ""~"'=~•~-~~' "w.,oiw,,•, 16 SEWER NOTES @ IIISTALL 8" PVC (SDR35) PER CMWD STD. PLAN S-5. @ CONSTRUCT STANDARD CONCRITE SEWER MANHOLE PER CMWD STD. PLAN S-1. @ INSTALL 4" PVC SEWER LATERAL PER CMWD STD. PLAN S-7. @ REMOVE AND REPLACE EXISTING AC PAVEMENT, PER SDRSD G-24, (TYPE A). @ INSTALL SEWER MAIN CLEANOUT PER CMWD STD. PLAN S-6. 1 ,:" ), '/vv t: • .:'.: •i•:.•• ; . i NOTES: 1. CON TRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES ANO IMPROVEMENTS PRIOR TO CONSTRUCT/ON. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OT/1ERWISE. 3. SEWER LATERAL STATIONING REFLECTS LOCA T/ON OF CLEANOUT. SEWER DATA TABLE { ) DELTA RADIUS • LENGTH TANGENT REMARKS DOMESTIC WATER NOTES @ INSTALL 10" C-900 CLASS 200 WATER MAIN. @ INSTALL 8" C-900 CLASS 200 WATER MAIN. A N20'44'00"£ --92.79' --8" PVC B 18·00·08" 400.00' 125.68' 63.36' 8" PVC C 3117'52" 400.00' 218.50' 112.05' 8" PVC .... ---- • D 25'56'00" 400.00' 181.05' 92.10' ' 8" PVC E N54 '30'00"E --44.19' --8" PVC • LENGTH OF SEWER LINE IS FROM CENTER OF ACC£SSHOLE TO CENTER OF ACCESSHOLE. WATER DATA TABLE .. @ INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 &: W-19. <> DELTA RADIUS LENGTH TANGENT REMARKS @ INSTALL 1• WATER SERVICE&: 5/8" METER PER CMWD STD. PLAN W-3. @ INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-5. @ INSTALL 2" BLOWOFF PER CMWD STD. PLAN W-6. @ INSTALL FIRE HYDRANT ASS[MBLY PER CMWD STD. PLAN W-12 . (@) INSTALL T[E (SIZE PER PLAN). {g) INSTALL FLG X PJ REDUCER (SIZE ON PLANS). @ INSTALL 2 • WATER SERVICE &: METER PER CARLSBAD WATER DISTRICT STANDARD PLAN W-4 (IRRIGATION) BENCH MARK DESCRIPTION: . 5-45.,1 CALTRAN5 BENCH MARK A N20'44'00"E B 49"18'00" C ; N_28'34 ·oo·w D · N28'34'oo·w E I 21 "49'08" F N54'JO'oo·w --' 41.67' --10" PVC 387.00' 332.99' 177.59' 10• PVC --13.00' --10" PVC . -... --14.84' --8" PVC 388.00' 147.75' 74.78' 8" PVC --44.19' --8" PVC •ASBUILr P.E. f,p793 EXP. t,/;,0/4'f DATE , , LOCATION: __ ~Ncc'W'"lY=5IDfW~A""lK~107''='-I:'s-,LY~O'"°F""W""t~Y,,,51ot:=c,-~Ofc.=BRIIJG=E~_ AllUTMfNT AT TH[ 1-5 CROSSING OF POINSETTIA REVIEWED BY: RFCOR8ED: --~1'19='c5=-_________ ~ccc---c~ 4(]' S(J' 2(]' 1 (J' (J' 4(]' B(J' E_EVAT,oN: 10~.Z~ DATUIV: !151 ---- Pl AN PREF' ARED BY: ~ CONSULTING REVIEWED BY: MARK S. A DERSON 919-172-3505 GRAPHIC SCALE: 1' =40' PLANNING ■ DESIGN I CONSTRUCTION 5050 AVENIDA ENCINAS, sum: 260 CARLSBAD, CAUFORNJA 92000 760.476.9193 FAX 760.476.9198 • www.R8F,com l-----t--+-----------+--+----+--+------11 S2HE2ET I CITY OF CARLSBAD I SHJEE2TS I ENGINEERING DEPARTMENT ':==~=========:'....~ "· -------f.---<--·· IMPROVEMENT PL.I\N FOR: SEWER & WATER THOMPSONffABATA CT98-14 PHASE 3 E Q ~ .. §;_ ~ ~ ~ \ c:, !ii C, " 1X "' <!; ;:.C") ::i UJ C ~Cl) -~ :E ~ °' Cl Q Q. ' N ~Cl) :,. <: N ci 0 .a::. f~ -o 'E,I-w~ C, <: N, §UJ c.o ;:E f!~ :c ;?Q ~Ct: ;§ Cl .S:E ::x:- . • • . "' . ,., •. l ,~, ..• :..::.. :.1 ; .:c· ii r !&I> , ,I , . ·. l. ' . ~ ~ .··f" -~ · ; · l =w,.w••~-ry, . ,,. ,, .· ! ·; I -l + . . . . . .. '•· .. . . . 15 16 17 / 205 166 \ 165 18 [ND PIP£ 192 'INSTALL CL£ANOUT19. 248.00 !NV '<!!/ 167 203 + "' 18 ... -" 0 + "" - ;;,i c',j ... + "" - 168 19 202 ® "' ,... "' "' <c :Ii "' ;i ~ + + "' + :/IV·" 0, -0, -- · Ltr· ¥') .Y,.= .. ·=--·===-·,c,,cc,I:::: .. 19 8 CRYSTALLINE ,-- ;;,i IR/W t;,j 0 Cl + ~ co -+ @ "' - :is ~ 0 .; "' 8 ~ -.; + "' o; + 0, + ,.., 0, -0, + 1 -a, -® . ' ·{ '"·· .' . \ .. ,.-4 . 20 201 20 '-.) ct: en " c',j. "' 0:,1 ~ + (h: + ~~ 169 170 j ··~··· -----• 21 200 172 171 \, ,. ,~ .. , .... ,,.- CRYSTALLINE DRIVE 40' JO' 20' 1 O' O' 40' 80' ------GRAPHIC SCALE: 1' =4Cf 199 ~ t2.\ ~I ~\ +, + _, - ('.ti C"-1 . ~ +. 22 ~1 173 ?LAN PRcPARED BY, 198 ~I i\ ~: c!.I ~ <-<, ' ® 174 175 23 (3i . ' j ...... "'\ .iN1 ~ , ... : .,:, :'.~ :a: 'l&.I\ «:>I . + ~1 ,-.,.., / 1) ,; " j ==~ • ~•~;•, • ,• ,'••••~• '-•< ; X ,.J. ~"O~>e i.::: ,:,:,'"i:,::L::L,c,i .. c:L.c.1. ;::i,:::,:'"±.:.:.L ! •._-. · < .. j ·._ ·. f ~>! •· ' . 1 SEWER NOTES @ INSTALL 8" PVC (SDR35) PER CMWD STANDARD PLAN S-5. (i}) CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1. (8) INSTALL 4 • PVC SEWER LATERAL PER CMWD STD. PLAW 5-7. @) INSTALL 6" PVC (SDRSD) PER CMWD STD. PLAN 5-5. @ INSTALL SEWERMAIN CLEJWOUT PER CMWD STD. PLAN S-6. DOMESTIC WATER NOTES @ INSTALL 8" C-9DO CLASS 200 WATER MAIN. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK P[R CMWD STD. PLAN W-15 & W-19 . @ INSTALL 1" WATER SERVICE & 5/8• METER PER CMWD STD. PLAN W-3. @ INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL 2• BLOWOFF PER CMWD STD. PLAN W-6. @ INSTALL 2• AIR VACUUM ASSEMBLY PER CMWD STD. PLAN W-7. (@ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. @ INSTALL 6" C-900 CLASS 200 WATERMAIN. @) INSTALL TEE (SIZE PER PLAN). @ INSTALL 2• WATER SERVICE & METER PER CARLSBAD WATER DISTRICT STANDARD PLAN W-4 (IRRIGATION) BENCH MARK 2 . ·, ·.. ; ••!••~•••,ow~•••'"• NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCA 7/0N AND ELEVATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO CONSTRUCTION. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. 3. SEWER STA 7/0NING REFLECTS LOCATION OF CLEANOUT. - SEWER DATA TABLE ( ) DELTA RADIUS • LENGTH TANGENT REMARKS A 34·22'19• 250.DO' 149.98' 77.32' 8" PVC B i N04"44'QO"E --248.83' --8" PVC C ; N09'56'45"W . ---133. 70' --8" PVC D i 10·50•45• 250.Q(J.'. 47.32' 23.73' 8" PVC - E N00"54 'QO"E --117.01' --8" PVC F W89"42'J3"W --166.62' --6" PVC • LENGTH OF SEWER UN[ IS FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE . WATER DATA TABLE <> ' DELTA RADIUS LENGTH TANGENT REMARKS --~-.. ----~ A 18"28'40" 262.00' 84.49' 42.62' 8" PVC 8 40·45•20· _ 262.00' 1136.Jl' 97.32' 8" PVC -. ----- C N04 ·« 'oo"E_ --24.5.28'. --B" PVC D • N09'56'45"W --132.15' --8" PVC E ; 10·50•45• 262.00' 49.60' i 24.87' 8" PVC_ F • N00'54'00"E --129.01' --8" PVC ... ... ---------- G !J§fi."42'33"W --153.Ql' --5• pvr •ASBUILr ¢'5/07 "L!M-f L~ P.E. {qnZ'i,:, EXP. tef'3tfd$ DATE s-/s/c7 DATE ~ CITY OF CARLSBAD ~ --------j---+------l---1------1 WJ ENGINEERING DEPARTMENT L ~ -------------·----::==='..-=:============~::.:.:..:.::...:===: IMPROVEMENT PLAN FOR: PLANNING ■ DESIGN ■ CCNSTRUtlTIDN SEWER & WATER THOMPSON/TABATA CT98-14 PHASE3 5050AVENIDAENC1NAS,SUITE260 ~ ·--~ CARLSBAD.CALIFORNIA92008 PPROVED ~LOYD 8. Yl.BtlS8Y C CJ NS U L Tl N G 760.476.9193 • FAX 760.476.9196 • www.RBF.com ~Pf!tc;U v;t'..,~ .. ···-(,,V/ /e2.'i RcVIEWEC sM~~--.. ---+----+---+---+----1 TY ENGINEER" PE 23800' EXPIRES' 2/ J1 ;os DATE .. ~ . OAF• ✓-~,:,y't---c0c-cATE=--J--c1.,-,N1ccTI""AL-+------------------1--0-A-TE-+-1N-1T-1A-L-+---+-1N-m_A_L-1 DWN BY, .,vi PROJECT NO. I DRAWING NO. MARK s. ANJERSON R.C.E # 2682' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL D~~ APPROVAL ~0~6 ~~· rLwr: CT 98-14 .401-9H 949-472-3505 ! I "55o" ZONE •375• ZONE· 13+49.96 1£ ROSE. DRIVC ~, 1 +00.28 i SAG[BRUSH ROA{) . " \ . , ""' ' "*'"'~'; SEE SHEET 23 198 /: P/l J : (TYP,) . R/W -R/W -"' ~: ? 1~ 181 P/4 _/ (TYP.) ~1 "' :l\ 11 ' I 182 197 ,-... . . . , , .. ""l ·., '"'( '" .. '' 7+54.99 7+37.22 PRC 7+29.56 106. 91' FROM_BC@ 96.64' 184 SEWER NOTES @ INSTALL 8" PVC (SDR35) PER CMWD STANDARD PLAN S-5. @ CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN 5-1. @ INSTALL 4• PVC SEWER LATERAL PER CMWD STD. PLAN 5-7. DOMESTIC WATER NOTES @ INSTALL a• C-900 CLASS 200 WATER MAIN. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 & W-19. @) INSTALL 1 • WATER SERVICE & 5/8" METER PER CMWD STD. PLAN W-3. @ INSTALL GATE VALVE ASSEMBLY PER CMWO STD. PLAN W-16 . @ INSTALL 2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL 2" BLOWOFF PER CMWD STD. PLAN W-6. @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. @ INSTALL TEE (SIZE PER PLAN). BENCHMARK NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UT/UT/ES AND IMPROVEMENTS PRIOR TO CONSTRUCTION. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. 3. SEWER STATIONING REFLECTS LOCATION OF CLEANOUT. SEWER DATA TABLE ( ) DELTA RADIUS : • LENGTH TANGENT REMARKS A N 71 '32'10"E . --125.93' --8" PVC -~s~ B N89'06'oo·w' --154.13' --8" PVC C N89.06'oo·w, --182.01' --8" PVC D 07'13'00" 450.00' 56.68' 28.38' 8" PVC. E • N83'41'00"E --72.10' --8" PVC • LENGTH OF SEWER LINE IS FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE. <> A B C 0 E WATER DATA TABLE DELTA RADIUS LENGTH TANGENT REMARKS N71'J2'10"E --104.10' --.. Nff9'J}6'QO"W --164.08. --... NB9•06'oo·w --170.01' ' --.. 0773'00" 462.00' 58.19' . 29.13' N8S41'00"£ --58.56' -- "ASBUILr . -fi-u{ f~ P.E. /.LQ.~ EXP. C4l2~/o8 8" PVC 8" PVC 8" PVC • 8" PVC ' ' 8" PVC ~i/4/4:z I I DATE DESCRIPT ON; H5.G1 C,11.TIWE, llfNCtt -~==~ LOCAT ON. N'\11.T 51JlfWAJ.K 10' nr Of WlT 5lll! Of llRlllGl: REVIEWED BY; __ _,,All!/)lfNT AT 1ljf 1'5 Clt0&511G Off>lii'&ITIA 40' JO' 20' 10' O' 40' 80' RE•:ORDEJi. . .1:cc'l'l;'!=--- ELEVAT!ON: 103.7G _DATuM: M51 -----GRAPHIC SCALE: 1' =40' [ S2HEET4 I CITY OF CARLSBAD] I SHEETS I t---+---+---1 ENGINEERING DEPARTMENT . ... 32 --f----t---+----< IMPROVEMENT PLAN FOR: PLA, PREPARED 8Y: P.t:"f PLANNING ■ OESHJN ■ CONSITRUCTUJN SEWER & WATER THOMPSONITABA TA CT 98-14 PHASE 3 5050AVENIDAENCINAS.SUITE260 t---1 'APPROVED !LOYD B. I1uoss ,. y-CARLSBAD, CALIFORNIA 92008 ~ .....1 AJ CONSULTING 760.476.9193 • FAX760.476.9198 • www.RBF.com C✓IT:JY E/4NG,:;INueEER~PEkP2j~Sr;,,-jEXePl·R,tES ._2 i 1 t'.,._b1,le'/. ~C:VIEWED B~ u3§"'E • 050ATE -'A-AR_K_S_AN...,Dc..E""Rs"'· o"'~cc-.,·,.·"""-----_-__ · ___ _c~-'~-T~-:~~~-71-EN"':A"'N:cc-ER-+OF""1NWOR"'rn7'~-+----RE_V_I_SI_O_N_D_ES_C_R_I_P_TI_O_N----+o-:::-::A;=-R-A+PP-:::-::-:~::cc~:-L -l-ccD:-::1~=--AP+-P-~:-1:A-A~-II. ~'--';"'~"'g_□ ~"'Y~.:..c'.-··~&_~vr~• ~-' ~_C_T_R_o9_J_8_T_N1_0_4_~·14011~ 9H 949-472-J505 --· .06ZZ04 E 0 ~ " ~ ., <;'_ " ~ " ~ "' -.; i?l ~ C, ;;..(') [2 LlJ 0 "'{/) ~'.5C ~ fl: go.. N C) Q ' ~(/) .a::i. _, < 0 .a::a, ,:;.<t ~ -.I -0 5 0... c,.) <5'1-N ~ "'< I ~I.IJ (,0 ~~ :c 2 :::,. 20 ia:: !~ :i: - r,:•.,.;:• . "' 1:-': -/ ,,. '. ,.,,~., ~·~ .r.-:, . , ,· .• . ,' e,,y, _.' . ! .• ! . "< '.".'+."'.". ' . ,.;: ·-;~"; ·,' . . : . :f _· ... . ;· . ' f ;.: ; ~s ro 'A(J'J!}AL LENGTH . l ~M=•~:,,,..:~ An».= M'"-'~':, .. ,L. M' ,:.:;•,"_;,N(:P""0•J'=~~->o:;,_w ~,,,.;~✓,.;, ~~,::,.t;,_,,""f ":• , • ~ , ,~ ,~nn =~=~,M~•=-~ . , ",. ~-•~="-.\,,, .L~,j::~,:o:f:,:w;,,,. 6 7 8 9 10 181 182 183 184 NOTES: / / / • cc le' PEDESTRIAN ACCESS FSMT 185 197 r "' 1. CONTRACTOR TO FIELD VERIFY LOCA 710N AND ELEVA 710N OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO CONSTRUC7l0N. @) ~: .,;· <o ;!:: 186 2. ALL EXIS71NG IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWIS£ 3. SEWER LATERAL STA 7lONING REFLECTS LOCATION OF CLEANOUT 1g ~ + "' ~ ~ + ., 196 . ,-_,. ---,•~--"-~· " ,.,, . " i!<l ~ + 00 R/W "' ..,: ... + "' ~ "° .. + "' ~ "° "' + "' i i I l ,-P/L 195 y (T'lf>.) 1'51 '-' @) Ill u: ::; ~: Qi: 0 "'1! e:: .-:· "'' +: ~' "' + 0, 0) <C - CQ "' 1.l + -R/W"' ,- C: ~ ~ ..,: "' :;j + "" + "' 188 SAGEBRUSH ROAD r-- C\ "' '° + "' "' "' -<o + "' e_))o-- 401 301 20' 1 O' O' 40' 80' ---- -GRAPHIC SCALE: 1' =40' 194 '-> Ill ~ &l e: ~ -e: " Ii) tr) 0) lXl <n <n "' CJ C, "' co .. -g C, ;t; 0 + -~ 0) + "' 189 ~ ;:!j Pl l>i + ,!; C -- 11 •. '\ \ ,,58.45' FROM EC@ 17--L:+ 5 il'f_EOM FC u: Lw! "" rs: :g t;, ,!; G ~ t, '?- '2, 190 10+57.93 (12.91' LT)l'il, MH #21 '<!JI 191 SEWER NOTES @ INSTAtl a• PVC (SDR35) PER CMWD STANDARD PLAN S-5 . @ CONSTRUCT STANDARD CONCRETF SEWER MANHOLE PER CMWD STD. PLAN S-1. @ INSTALL 4 • PVC SEWER LATERAL PER CMWD STD. PLAN S-7. DOMESTIC WATER NOTES @ INSTAtl a• C-900 CLASS 200 WATER MAIN. @ /NSTAtl THRUST BLOCK PER CMWD STD. PLAN W-15 & W-19. @ INSTALL 1• WATER SERVICE & 5/8" MITER PER CMWD STD. PLAN W-3. @ INSTALL 2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. SEWER DATA TABLE ( ) DELTA RADIUS • • LENGTH TANGENT REMARKS L. ___ fi. NOO'J5'30"[ --' 295.16' --8" PVC -- 8 18'29'31" 250.00· I 80.69' ' 40.70' 8" PVC • LENGTH OF SEWER LINE IS FROM CENTtR OF ACCESSHOLE TO CENTER OF ACCESSHOLE WATER DATA TABLE () DELTA ' RADIUS LENGTH TANGENT REMARKS A : N00'35'30"E ; --253 . .'0' --8" PVC -------- B I 27'31'32" : 250.00' 120.10' 61.23' B" P'H' •ASBUILT" BENCH MARK ~~ f/~7 --- DC:SCl<IP IION: 5-45.Gl CAL TRANS BENCli MARK P.E. (,2.Qi'23 EXP. r,¢?.9ki DATE LOCA-ON: --------N'WLY SIDEWALK 10' El Y Of W'L Y SIDE Of BRIDGE REVIEWED BY: ABUTMENT AT TrtE 1-5 CROSS~C. OF POIN5ETT1.A c .... J4(o.1--.... Rl:C:ORDED: ___ 1995 s6b-:i. ELEVATION: 103.7G CA TUM:_ t-151 IN.":PECTOR DATE ' --"' ~,.CITY OF CARLSBAD ILHJ2 ENGINEERING DEPARTMENT -. . ---------- -__ _,., . "" . --- -------IMPROVEMENT PLAN FOR: PLAN PREPARFD BY: -' ----SEWER & WATER PLANNING ■ DESIGN • CONSTRUCTION THOMPSONfrABATA CT 98-14 1---· "'-"---· PHASE3 . ' -----, __ ·-....... 5050 AVENIDA ENCINAS, SUffE 260 • • • CARLSBAD, CALIFORNIA 92008 APPROVED LcOYD 3. HUBBS qr . ·----. CCNBULTING 760.476.9193 . FAX 760.476.9198 • www.RBF.com ,,.L,_ ,,. ___ ...4, 6 -~ ~ e:.,/.,,_1r,,'i. '<EVIEWED BY:~--CITY ENGiNEE: -PE 2388 EXPIRES 1 2 / 31 /05 DA TE I DATE fY-JtF•,>Y ow~-f B'?, ~ [ -·-PROJECT No_ · ]I oRAw1N~G f.Jo.] DATE INITIAL DATE INITIAL DATE INITIAL .. -· ' ,,. --C I K 1 B Y · {4;[' MARK S. ANDERSON R.C E # 26821 REVISION DESCRIPTION ..,______ ----I.,, - 949 472 3505 ENGINEER OF WOOK 01\iER APPROVAL CITY APPROVAL RVWC BY . CT 98-14 401-9H· -s-••·------------------"······· ----····· ~:,_ 062104 E 0 ~ ~ "' s:'._ "' ~ C ~ c:, ,i ~ ~ "' ;:;. (") ~lJJ C ,' (/) 5~ is' :e ii) a. a. ' ~(/) I\) C) ~~ <11 iS 0 .,:::i. ::i a. -0 GI-(A) §_~ I\) ...... I <'l;~ (0 ;.:; l.u 2 ::::. :c 20 fer: ci a. 5~ :i:- ,.wn/ , , r .,,;_, '" ~-:'1( {-·:···"" :; - J, \,'.' !" 1 117 2 146 115 116 40' JO' 20' 1 O' O' 40' ----GRAPHIC SCALE: 1' =40' 149 145 tt~ ill ·,'-1(; \;s_ ~~· .?~.:~'.\ ~. ORIZQNtA · ~RJ7CAd ' I • ' ,, ....... ·•.:i .' . : . l~MMMMMM~~n~~~MH~¥~_M_MH7"'1+:~~~~~~~~~~:-!" ', " . 7. !' . ; . ,_" "'--·"'~~-~ •,~ .. ·~'"""" C:; .. : <N<. ;i : '. t: .• ( . ":}, .... ~· ~·. ~"'-~½'"' ~7"•'. ~, .. -,~_..,,..'. ·~~··'. -: l ,..,,~,~-'". 4 5 6 7 8 150 151 152 139 140 144 143 142 141 3+47.48 1 J' LT. ROSE DRIVE = 0.+ 7 2' RT CINNAMON TEAL 1 1-8 8 TEE FLG X PJ & TB . J-8• GV (FW X PJ) : 1-2: M.A.1?. l<S.S'r : 1-2 8.0. ASS'Y 3+59.14 if ROS[ OR @ 1~--="'""'i~t,ccPi=",g=g·q;• CINNAMON TEAL SI /4~, '-},, '-};j 137 " '; ;,, .. :_::.:t:i:E::c:::+. : .... SEWER NOTES @ INSTALL 8" PVC (SDRJ5) PER CMWD STANDARD PLAN S-5. @ CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1. @ INSTALL 4 • PVC SEWER LATERAL PER CMWO STD. PLAN S-7. DOMESTIC WATER NOTES @ INSTALL 8' C-900 CLASS 200 WATER MAIN. @ INSTALL THRUST BLOCK PER CMWO sm. PLAN W-15 & W-19. @ INSTALL 1 • WATER SERVICE & 5/8" MITER PER. CMWD sm. PLAN W-J. @ INSTALL GATE VALVE ASSEMBLY PER CMWO STD. PlAN W-15. @ INSTALL 2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STO. PLAN W-6. @ INSTALL 2• BLOWOFF PER CMWD STD. PLAN W-6. @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWO STD. PLAN W-12. (@) INSTALL TEE (SIZE: PER PLAN). NOTES: 1. CONTRACTOR TO FIEW VERIFY LOCA 170N AND ELE:VA 170N OF ALL EXIS17NG U17U71ES AND IMPROVEMENTS PRIOR TO CONSTRUCTION. 2. ALL EXIS17NG IMPROVEMENTS TO REMAIN IN PLACE UNLE:SS SHO~ OTHE:RWISE. J. SEWER LATERAL STA 7/0NING REFLECTS LOCATION OF CLEANOUT SEWER DATA TABLE ( 1 DE'LTA RADIUS • LENGTH . TANGENT REMARKS A N61 '26'00"E --207.95' : --8" PVC B 09'46'27" JOO.OD' 51.18' : 25.65' 8" _PVC . '"""' -. .. --C 59·57'33" JOO.OD' 313.94' 173.06' 8" PVC 0 1 Noa,a'oo·w --150.53' --8" PVC • LENGTH OF SEWER LINE IS FROM CE:NTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE. WATER DATA TABLE <> DELTA RADIUS LENGTH TANGENT I RfMARKS A N61 "26'00"E --220.95' --8" PVC .. -----. B 07'32'58" 287.00' 37.82' 18.94' . 8" PVC C 6211'02" 287.00' 311.49' 173.07' • 8" PVC .. D ND8'18'oo·w --150.53' --I 8" PVC •ASBUILr■ // .\. ;%1 / __ ..., /;'. ' 1iMcf~--- D~SCRIPTION: 5-45.Gl CALTRAN5 BENCH MARK P.E. IROZ,83 EXP. ~/:.ojc1J BENCH MARK 4[17/,?7_ // .· /· // . .. "' /,~ : «' ,;/ •: .. .. . /2'/ ,-:>'/ // -I ;; ¥1 :J:1 130 I ! J '> ··-" ~ .,/ "' ~I if ~i 131 .... , 132 Rl ® ROSE DRIVE \o, \6> \~ \ 133 136 135 PL~N PRE0 !\RFD BY: ~ PLANNING ■ DESIGN ■ ClONSITRUCTICN CC N 6 U I.. Tl NG 760.476.9193 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 • FAX 760.476.9198 • www.RBF.com DATE LOCATION: Hl'llY 5UJEWALK 10' flY6F'·•.wccl~Y~51=DE~Of BRIDGE ---~AB=U=TMfNl .AT THE 1-5 (:R0;,51NG Of POIN5f=T~Tl=A __ RE~EWED ··B···Y=: / RECORDED: --~1~'1'1~5___________ ...... ~ s/s/01 --!---+-----_E_c._E'✓_A_T-oN_: ___ 10_3_.7G+----_~+:=.-=----oAI--T-uM_:-I[ ~6' I c!,;;' OF CARLSBAD rJ.2 I ENGINEERING DEPARTMENT +----1 ~==:"::===============-= --·--, ------------+---+---+---+ IMPROVEMENT PLAN FOR: ' SEWER & WATER THOMPSON/TABATA CT98-14 PHASE 3 APPROVED LLOYD 8. HGBBS dr ·····1 A < s, ..c:A.. ~~·.:: ,"./. ~./,1,,f,p 3 REI/EWED SY ---~~~~~~:;;;::::;,::;;,-;;,·c,:i-cc""'::::::===------_::!□!::_A_ITEt_ r_q.:.!1"1--D-ATE~+-I-NI_TI_AL-+------------------I-D-A-TE-+-IN_l'n_A_L-+-D-A-TE-+-IN_ITI_A_L-I MA~K s. ~-~ R.C.E # 26821 REVISION DESCRIPTION CITY ENGINEEi¥ Pm8«9 EXPIRES 12/31 /OS DAT[ • OWN 3Y: JVC PROJECT NO. I •I DRAWING N0.1· CHKD 3Y: fl ',,T"" RVWD BY:_,,._,,,,__ CT 98-14 i401-9H 949-472-3505 ENGINEER OF WOllK OTTiER APPROVAL CITY APPROVAL ·.062204 § ~ - ~ "' ~ .. 11 Q 11 0 ...; 1;j "' .. "' .:;:. (") i~ C ~j§ ~Cl. ~ 0. ' 5(/) ~ C) ::i <: ~:s a -,1::a. ~Cl. 0 €I-w o:::::: ..... §.IJJ I\) I ~~ (0 ~~ :c ~o ~ct: !~ ±: - .. . }· l . 1 I • -,•=•;,,~,,~r, a' • ; : , .·....... lf:I"; •><•,]. ;t!w:-n·'li::&: ... "'""/11,-., ~-1;, ~ :r, . ' •= ,,)4',~•=~•;•;~,~~-,t<•<~J,:,~ • ~-,o~,t--~~,• :~:f.~;-~;~~t~=-'1<=-~#~~=:~~{,:~1~,,:,;: ~,.~1-~~:nc,= .. =·" L-.sc-=w. ,:.L~~= ·._ ·.·••:·•· .. · ····· 8 9 10 11 1 155 139 j "550" ZONE- •375• ZONE 137 NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO CONSTRUCTION. 2. ALL EXISTING IMPROVEMENTS TO f/EMAIN IN PLACE UNLESS SHOWN OTHERWISE. 3. SEWER LATERAL STATIONING REFLECTS LOCATION OF CLEANOUT 212 j ·11+5;,;; (;;.LT) ROSE DRI~~ D+B7.00 17.09' LT CANVASBACK CT. 4 INSTilLL 8"X8"X8" Tff (FLG) & 7B 3-8 • GV (FLG X'yPJ) ; ,,..--"550" ZONE 1-2 M.A.11. ASS . ( •375• ZONE 1-2" 8.0. ASS'Y I ( I 1 116 157 11+62.63 BC /DW 13+00.00 I 2• A. V.A. • •• •,. • ••.a~•-""•• = • ---·'"~-"""" -~,-,~ ~--·~-.. ~ . -10. 11+79.15 BC R/W- ... SS MAIN 207 ROSE DRIVE ,7 40' 30' 20' 1 O' O' --- SEWER NOTES @) INSTALL 8" PVC (SDR35) PER CMWD STANDARD PLAN S-5. @ CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1. @ INSTALL -t• PVC SEWER LATERAL PER CMWD STD. PLAN S-7. @ INSTALL SEWER MAIN CLEANOUT PER CMWD STD. PLAN S-6. DOMESTIC WATER NOTES @ INSTALL 8" C-900 CLASS 200 WATER MAIN. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 & W-19. @ INSTALL 1" WATER SERVICE & 5/8" METER PER CMWD STD. PLAN W-3. @ INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2• MANUAL AJR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL 2• BLOWOFF PER CMWD STD. PLAN W-6. @ INSTALL 2• AIR VACUUM ASSEMBLY PER CMWD STD. PLAN W-7. @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. @ INSTALL TEE (SIZE PER PLAN). BENCH MARK - . SEWER DATA TABLE ( ) DELTA RADIUS • LENGTH TANGENT REMARKS A 17'48'07" 300.00' 93.21' 46.98' 8" PVC ----... B 24"30'44" 300.00' 128.35' 6517' 8" PVC C N50'36'51"W --88.55' --8" PVC D N51'10'45"W --45.28' --8" PVC ---------- E 32'38'21· i 293.00' ' . 166.91' 85.79' 8" PVC F 12'08'16' 293.00' i 62.07' 31.15' 8" PVC • LENGTH OF SEWER LINE IS FROM C[NTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE. WATER DATA TABLE (> DELTA RADIUS LENGTH TANGEHT REMARKS A 45·55'25• 287.00' 230.12' 121.65' 8" PVC ... B N54i4'25"W --86.49' --8" PVC C N54'14'25"W --12.46' --8" PVC D 313.00' 207.06' 8" PVC .. . . . .. 37'54'09'. 107.48' ........ E 17'45'29• 280.00' 86.78' ' 43.74' 8" PVC F , N1e:51 •23•w --15.09' • --B"_PVC .. .. G 37'2..2.'!57" 307.00' 200.30' 103.86' 8" PY<; .. -~ --~ ---H N54"14'25"W --18.49' --8" PVC J N54"14'25'W --80.45' --.. 8" PVC ' . ----- K 26'03'37" 293.00' 133.27' 67.81' 8" PVC "ASBUILr ~--Ci-w[ .. "I~ --4/4/4-z ... DESCRIPTION: -~5-c.c47.5.lii=clcc'G='AL°-"TRcc,ANc.cS'=B=cEcc'NGc;.cH~M="AR""K~====-P.E. U07$3 EXP. &/'3fdi ~OCATION: N'WLY SIDEWALK 10' E'LY OF W'LY 510[ OF BRIDGE t-R_E_V-IE-W-E□-B-Y,------------1 DATE 80' ---ABUTMENT AT THE 1-5 GROSSING Of POt.SETTIA RECGRlJElJ: ___ 19_'l5______________ ~<.J,N'\,.jc PLAN °~EPARED BY: GRAPHIC SCALE: 1' =40' PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVEN!DA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 CO NS UL TING 760.476.9193 • PN<.760.476.9198 • www.RSF.com IN ECTOR --~S/DJ L•FVATION: 103.7G DATUM: MSL DATE !-----+--+-----------+----+--+----+-----1 ·~1 CITY OF CARLSBAD I SH3EE2TS. LW ENGINEERING DEPARTMENT :=:='..':::::=::=========-====: IMPROVEMENT PLAN FOR: SEWER & WATER THOMPSON!TABATA CT 98-14 PHASE 3 RC:VIC:WED BY~,,.,,,,- ~?_-CA E ¥z?-oy 1-~D~A~TE~t-lN-IT"'IA-L-+-------------------t-D-A-TE-+-IN_lll_A_L+-D-A-TE-+I-Nl-11-AL-f MARK S. ANDERS~ R.C.E # 26821 949-472-3505 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL • j / E 0 a ~ -.,. -:;, ., ~ " t.1 a t.1 a " f;j V) ~ ;:.(') .., 0 bl lU ~~ == -:i:: ~o.. N C) !le' -(/) ...... f:.:: 0 .a::=. i:s -0 ~o.. w 15'1-N ..... t~ I (0 ~~ ~~ ::c ~o ~o:: !~ :i: - 1 2 3 \ 167 0+88.44 (1,5.19' LT) CORDGRASS CT. 't 15+92.41 (}2' LT) CRYSTALLJNE DR 1 +33.75 12.9J' LT CORDGRASS CT. BC 166 , "' "' .:;-150 I I NOTES: 168 - <o .... ii? + "' 151 1. CONTRACTOR TO F/EW VERIFY LOCATION AND ELEVA T/ON OF ALL EXISnNG ununES AND IMPROVEMENTS PRIOR TO CONSTRUCnON. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. J. SEWER STAnONING REFLECTS LOCATION OF CLEANOUT. 4 \ \ 163 C -:-.. . . .... .... I+ .... .... + t, + + --?> J; ..... OJ 152 \ • \ \ \ \ 5 161 \ 153 6 159 158 156 154 138 CORDGRASS COURT/ CANVASBACK COURT 40' :JO' 20' 1 O' O' 40' 80' -----GRAPHIC SCALE: 1 '=40' PLAN PREPARED BY: CONSULTING RC:VIEWED BY: MARK S. ANDERSON 949-472-3505 211 ~& 'CJ <3' GJ -~ 0 <& ~ :',· ·, ', 206 207 idNTM:: SCA!£:'. I . 1!CA/J st!At;lfL t••-... .. . 1 2 SEWER NOTES @ INSTALL a• PVC (SORJ5) PER GMWD STANDARD PLAN S-5. (j]) CONSTl?UCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1. /.@ INSTALL 4• PVC SEWER LATERAL PER CMWD STD. PLAN S-7. SEWER DATA TABLE { ) DELTA RADIUS • LENGTH TANGENT DOMESTIC WATER NOTES A 2roa•31• 250.00' 118.4J' 60.35' 8 35'00'43" . 250.00' 152.77' 78.85' .. ... C Nog·59•oo·w --152.06' -- @ INSTALL a• C-900 CLASS 200 WATER MAIN. @ INSTALL BENO (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. D NJ5'45'J4"E --129.56' -- E N41"01'4J"£ --66.JO' ... --. .. .. . .... ' F N35'45'35"E --111.50' -- REMARKS 8" PVC 8" PVC r· """ --- 8" PVC 8" PVC 8" PVC 8" PVC "'{"" "!~"'" ,. /~"f, 208 @) INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 & W-19. • LENGTH OF SEV>ER LINE IS FROM CENTER OF ACCESSHOLE TO •· v.,2c;.,+,.1,:,:2.,=s26iil1516'ii.."'69'o'rifL'mr.,VZ@ INSTALL 1• WATER SERVICE & 5/8" METER PER CMWD STD. PLAN W-3. 211.6± TOP,201.98 /NV 70.38'FROM BC @ INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. i4CK ,. .. ~~~~61§8~.5~6:'._' ,fl'Ri'.!;01!,:MLJ!.(RG. ;c, @ INSTALL 2• BLOWOFF PER CMWD STO. PLAN W-6. f:fQ4t~ @ INSTALL RRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. ~ o'C @ ? ,.. ~ 5 8" FLG'O x PO COUPLING ADAPTOR FOR PVC ..__,,,. ~ Nd? 4s ~~ @ CONCRETE ANCHOR PER CMWD STD PLAN W-18 :8 C4pS J-~!).:;;:. (ii;, ..., ~ @.. -'lss ~ 8" DIP-PRESSURE CL200 CMK & POLYWRAPPED FLG'D PIPE ~1'? & o,M ~ ~ ~~ \~ t 210 BENCH MARK CENTER OF ACCESSHOLE. WATER DATA TABLE DELTA RADIUS LENGTH TANGENT REMARKS A lf5J'J2'25"£ 45.61' 8• PVC 8 21'24'21" 250.00' 9J.40' 47.25' 8" PVC ----- - - - C N74'56'46"E 3J.96' 8" PVC D N53'47'54"E 713.07' 8" PVC E N29"56'46"E 80.44' 8" PVC F N07'26'46"E 55.97' 8" PVC G N09"59'oo·w 192.19' 8" PVC H N35'45'34"E 185.01' 8" PVC J N35'45'35"E . 130.07' 8" PVC •AS BUILT" DATE DESCR:PTION: -~5--4~5=.fl_CA_LT~R=AN~S~fl=ENCH~~MAR~K______ P.E. !4{}Z'i:$ EXP. &/3 q/a'F LOCATION N'WLY SlllfWALK 10' E'LY Of W'LY SIDE OF BRIDGE t-R_E_VI_E_WE_D_B_Y:-------------1 ABUTMENT AT ftt[ P5CROSSING QF f'OltjSETT_,0IA~_ DATE Rl:.CORD~D: ___ 1'--''l-"95'-------------- El.EVATION: 103.7/c DA TUM: 1151 CITY OF CARLSBAD ENGINEERING DEPARThlENT ISHj2 I IMPROVEMENT PLAN FOR: PLANNING ■ Oli:SIGN ■ CONSTRUCTION SEWER & WATER THOMPSONffABATA CT98-14 5050 AVENIDA ENCINAS. SUITE 260 CARLSBAD, CALIFORNIA 920-06 760.476,9193 • FAX 760 476 9198 • www.RBF.com DA 1E: ~,?,.. ,:7'1-_ Yf-----;Dc:A-:::TE,-t-::INc:;-ITI,;-AL,-;-t---------------------t--D;;-A::TE:;c--j-:;-:IN:;ITI:-::AL;-r,Dc:A-:::1E:;c--tcl::Nl:;TI::,Alc--J ---------- R.C.F # 26821 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PHASE3 APPROVED LLOYD B. HUBBS OY .. --.. ~ _;.,-~. -,--,-1.,,1✓,1,/,p 't PE 238sef EXPll<ES '2 /.31 /05 DATE DWN BY: -,J.-,VroT=- CfiK[) BY: (l.JJ"" RVWD BY: PROJECT NO. 11 DRAWING NO.I CT 98-14 !401-9Hi ~ "-., -;; .. ~ ., ~ ,.,. [il C, ~ "' v! '4 "' ,:;.(") ~LU 1(/) C ~i \!/ ~ as a.. Q. ' ~Cl) I\) G') ~<'. 00 Q~ 0 .,:::ii. ~a.. -0 '5'1-(;,) a <'. ..... ~LU I\) I ;i;~ co ~~ :::c ~o ~ct: !i :x:- . . ·' .. ,. • ,, ' ~" v,;, · .. ' . .;::. '. , ~,0 0 '"•' ' ,. , . ... t.:·. t'l'''.{ ittt.;:J::~~~~$~~~~~~~~~~~J:,Jtlf¥:=##~~~~~##~!LJ::.J.7l2,.i;It:IIl1','.?,,,,t•''•••ti"t 131 @) 3+59.14 (£ ROSt DI/IV[ = 1 +00.00 <l CINNAMON TEAL Mf' # 22 ~ '• ~", ... / SJ'iEET \ \ f c;,:,,;,cJCJC;;J;,c;c};;;;c;;,;;;;J;,c;;;;,,;,;,L;,;,;;c;;,lc,,;;,,,;, , , ,,,,,. ', , 1 2 128 129 130 It\~-\$=) \+ \~ \~ \ p c:. \ •' ,.-::•:·>·· 3 144 116 ! 0+87.55 (12' RT) CINNAMON TEAL ST. I =3+47.48 (13' LT) ROSE DR. NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING U TIL/TIES AND IMPROVEMENTS PRIOR TO CONSTRUCTION. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNLESS SHOWN OTHERWISE. 3. SEWER STA770NING REFLECTS LOCATION OF CLEANOUT. I"'+ + <,, "' >" ~~ ,o 2 ; • 3 127 tt f Ii 117 ,'."_•-~.,;'.•:, _J,-:,~,~;,,,Y<"S•O#>;<<>,< •Ch;,,,.,J,,;,~='>'<"#"vk,~-~~-°'"~""°' 126 . ½' ,~ ·~ ~·-"-· h, -·--·-,. ---' ···················· ...... . R + ,,. 118 4 5 6 125 '-' I co : <c "' 0) ~ ~ .,.I 0) +, + + -1 ~ ,.. .... ... ~ + + .... "' I+ 29. 13 CINNAMON TEAL E-W= 124 i£i)1+00.00 (29.13' LT) MARSH WREN..----::c%I >aiREMOVE END PLUG &: CONNECT TO EX SEWER @ "I !&?I ®;1 123 ii : -,~/! R? @ "'/ ~ ": ""l, • • J' I "'/ i8 :i/ :J& /J ~ J; J :,J 119 120 121 CINNAMON TEAL STREET 4(1 J(j 2(1 j(Y (Y 4-0' ------GRAPHIC SCALE: 1' =40' , ,. ~"" ~' ,~,_•,L, :., :~ ,w 'L;,M~,'.~.,. ,, ;_2,--",J,;.,,v= /4 > J~,.,.,.,.,L~~•~i<'~<N'~;~~,~L-" /, C,C ;, ;;;,;, J;,; ''>, :,__, \ 9, ' SEWER NOTES @ INSTALL B" PVC (SDR35) PER CMWD STANDARD PLAN S-5. SEE Sr FOi @ CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1. @ INSTALL 4" PVC SEWER LATERAL PER CMWD STD. PLAN S-7. @ REMOVE EXISTING CLEANOUT AND CONNECT TO SEWER. SEWER DATA TABLE DOMESTIC WATER NOTES @ INSTALL 8" C-900 CLASS 200 WATER MAJN. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 &: W-19. @ INSTALL 1" WATER SERVICE &: 5/8" METER PER CMWD STD. PLAN W-3. @ INSTALL 2" BLOWOFF PER CMWD STD. PLAN W-6. @ INSTALL 2" AIR VACUUM ASSEMBLY PER CMWD STD. PLAN W-7. @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. BENCH MARK D~SCRIPTION: 5-45.G1 CAL TRANS BENCH MARK ' ( ) DELTA RADIUS , • LENGTH TANGENT REMARKS A N34.34'15"W -- • 72,80' --a• PVC ' . a 3374'15• 2a~._i:o· , t62._4J' 83,57' 8" PVC C No1·2o·oo·w 114.77' --8" PVC D Noc2o·oo·w --38.26' --8" PVC E 15°51'00" 380.00' 105.12' 52.90' f!" PVC ---------. .. ,. F N14·31'00"E --I 78,66' --8" PVC ,, ' G N75'29'nn•w --I 151.76' --a• PVC • LENGTH OF SEWER LINE JS FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE. WATER DATA TABLE <> DELTA RADIUS , LENGTH TANGENT REMARKS ----A 1y34•34'15•w --85,25' --8" P\IC . a 33'14'15" 268.00' 155.47' 79.99' 8" PVC C N01','0'00"W --153.03' --8" PVC D 15·51•00· 368.00' 101.80' 51.23' 8" PVC E N14·31'oo"w --98.03' --8" PVC ,. F N5918'42"W --48.33' --B" PVC •AS BUILT" DATE LOCATIO\J: N'WL Y SIDEWALK 10· El Y OF w""l'7:YC-CSIIJ==-E -=o=-f =eRJ=D=GE ABUTMENT AT THE 1-5 CROSSliG Of POINSETTIA Ri::CORDED: --~1~99=5 __ _ ELEVATION: 10'.J.7G JA7LJM: IN ,;;Jzv,..., DATE ~ · CITY OF CARLSBAD i I SHEETS I -+---1 [,L'!:J [ •_ ENGINEERING DEPARTMENT I 32 ---l----+-------------------+----J---1------+----I IMPROVEMENT PLAN FOR: PLANNING ■ DESIGN ■ CONSTRUCTION SEWER & WATER THOMPSON/TABATA CT98-14 CON 5 UL Tl NG 760.476.9193 REVIEWED~~~-~ .. , .. ,.~~, z~- MARK S, AND S N 949-472-3~05 5050 AVE.NJDA ENCJNAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 • FAX 760.476,9198 .. www RBF,com DATE; ~,!'f-,:,y't--,D""A-c:1E:c-+-IN:::l=cTIA:-:L-+-------------------+--OA-1E--t--lN_ITI_AL_+-_DA_1E_-I-_IN_ITI_A_L-I ' R.CE # 2682, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PHASE3 APPROVED LLOYD 8, HUBBS Q.Y :r%· cif GfN~/-~ ~, EX~!RES 12/31 /05 t_t~ I DWN BY:. JV[ PROJECT NO. I DRAWING NO.,,' CHKD l:iY: 2ss: CT 98-14 401-9H=, RVWD BY: j 062204 E 0 -'" .., ~ "' .<::!. " ~ cc, ~ a o; ~ .., 0, :;.t") t:l UJ C i(fJ q1 :e ii! 0.. I\) C) "-' .! CJ) U) f<: 0 ~ ~s -0 ~a.. ti) ct-I\) ..... q <: I sit.u c.o ~~ ~~ :c ;:? 0 go:: g~ ± - 4.62' rnoM PfiC 241 1,+J)(f. 00 _ MARSH WREN Sr ,/' 240 239 / -,·t,------r,--,--,-,,., I ' I ,--1 L ,;.· J_ 1+67.36 r,-,,,n ! l 2 AV.A. & =1+12.00 (32.56' LT) MARSH WREN ST 125 END CAP ASS'f✓~f'Ffsrlfi51-~l~g.nEL1fr/~A~O~B rffL 00 / 1+32.64 1 ' LT MARSH WREN STREETL,M':,, IN 'ALL 1-8 4 ' BEND & TB = ,,. 1+ -J.00 12' LT) MARSH WREN STREET 123 = +oo.o LINE .A. ~ /INST-',LL 1-8 i<8 8 FL{ ft£ & TB / 2-8 GV {FLG X PJ) 172• M.A.R. ASS'f 124 fl 2+93.43 EC "'i --1+87. 79 /3(;-@ g + n !l ------- '· :. ' . ' ., . ' ' ••=.y A' 'A''"',' , 1' ,. ' , , _,, 126 127 Pfi.0, (TYP.) - 128 129 MARSH WREN STREET NOTES: 1. CONTRACTOR TO FIEW VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILIT/E:S AND IMPROVEMENTS PRIOR TO CONSTRUCT/ON. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLACE UNL[SS SHOWN OTHERWISE. 3. SEWER LATERAL STATIONING REFLE:CTS LOCATION OF CLEANOUT 40' 30' 20' 1 D' D' 40' 80' ------GRAPHIC SCALE: 1' =40' 7 I 131 H D E 232 231 \ I I I '. I I * '! l \ I -,;. ) I l I ' ' >">''M''' • ~. J .. ' ,"_,/..,, '. :J, , ,; . ""''{' '"i' SEWER NOTES @ INSTALL 8" PVC (SDR35) PER CMWD STANDARD PLAN S-5. '8) CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1, I@ INSTALL 4• Pvt' SEWER LATERAL PER CMWD sm. PLAN S-7. DOMESTIC WATER NOTES @ INSTALL I!" C-900 CLASS 200 WATER MAIN. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 & W-19. @ INSTALL 1" WATER SERVICE&: 5/8" METER PER CMWD STD. PLAN W-3. @ INSTALL 2" WATER SERVICE & MITER PER CARLSBAD WATER DISTRICT STANDARD PLAN W-4 @INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL 2• AIR VACUUM ASSEMBLY PER CMWD STD. PLAN W-7. (@ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12. @) INSTALL TEE (SIZE PER PLAN). BENCH MARK SEWER DATA TABLE ( ) DELTA RADIUS * LENGTH TANGENT REMARKS A 17'1_7'34" 350.QO' 105.64' 53.22' 8" PVC -------B N02'46'34"W' --220.74' --8" PVC C 08'26'34" • 1000.00' 147.36' 73.81' 8' PVC D No5·4o'oo"E · --50.96' --8' PVC N05'40'00"E i ------ 8" PVC E 37.51' -- • LENGTH OF SEWER LINE IS FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE. _Q_ A B C D E F G H ---J K WATER DATA TABLE DELTA RADIUS LENGTH I TANGENT REMARKS N89'27'51"W --102.85' -- N75'29'oo·w --48.64' -- N14,'J_1 ·o_o·E --34.79' -- 17'17'34" _ --338.00' 102 01'_ 51.40' N02'46'34 "W --220.74' -- 08'2/f34" 1012.QQ' _ _ 149.12' : 74.70' . ~ -~---·" N05'40'00"E --88.47' -- N14'31'00"E --20.37' 51.40' ._ N59'24'12"E_ --29.13' -- , N75'29'oo·w --34.76' 74.70' •AS BU/Lr _-I_i,,Wf_~ -~- P.E . .1.i12.1-'o3_ EXP &,l-,cy'n'i' 8" PVC 8" PVC 8" PVC _ 8" PVC 8• PVC a· pyc__ 8" PVC 8" PVC _8~ PVC 8" PVC _ij'r;/4_7 - DATE DESCR'PTION: 5-45.liil GALTRANS BENCH MARK l_OCATION: --N'WLY SIDl:WALIC1b' E1.Y OF W'L'(SIDE OF BRIDGE REVIEWED BY: ABUTMENT AT THE 1-5 GROSSING Of POINSETTIA RECORDED --~1,9_9=5 __ ELEVATION: ___ 103.7~ DATUM: .MSL. ~ I !fl/SPECTOR s/.:z/1"1 DATE --------t-----+---+-·----=--=-:==--1·--LlQJ CI~l1N2fiNG ~~~J;JAD f------j---t-------------------' --+----+----'I --..... ,, ~----------------------------1----,--··-r-··----- ! IMPROVEMENT PLAN FOR: PLAN °'1EFARF1 BY: --+----1 SEWER & WATER PLANNING ■ OESIGN ■ CtJNSTRUCTJCN THOMPSON!TABATA CT98-14 ■ ■ ■ C □ N 5 UL Tl N 13 760.476.9193 ~Ev1:wc~.~--_ 'AARK S. -~NDE~SON 949 472 3505 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 • FAX 760.476.9198 • www.RBF.com _,_ __ __, I PHASE 3 ___ _ I 1----+-----,f-------------------+---+-----,f------+-_ _ APPROVED LLOYD s. ~usas qr --I ------~-£2. Jd,,;;-~~ 41.,,,/p !>" 1----+--+-------------------t----t---i _ ----+--_ _ _ CITY ENGINEERG/ PE iliIB",,?EXPIRES '2/31 /o5 o.(TE • ,,-/.,,,,, d'f---==-+=,.,,-+-------------------+-:'.=-+-==-+-:'.=-+-==--1 •DWN B~-,-JVT GATE:r-·C::,7 DATE INITIAL DATE INl11AL DATE __ "··-INITIAL ! CflKD dY: p .,_r R.C.E # 26821 ENGINErn OF WOOK REVISION DESCRIPTION 1-071,-ER-APP'--ROVAL CITY APPROVAL I RVWD _BY, PROJECT NO. CT 98-14 DRAWli,G NO:: ,401-9HI -062204 E ~ ':l .,. 's. "' ~ .,. );] ' \ a ~ Q ~ ... 0, 0 :;:. ('<) ~LU :E i Cl) >:i§ 's' GA) G') ~a.. CL ' 0 ,!; Cl) 2. .a::. f:.:: .$<:r; (A) 0 ~~ ...... I\) <5'1-I C, <'. (,0 9-IJ.J :I: ~~ ~~ :20 ~a:: !~ :c- ' {,, . ,, -1 - . ''"T" -~= .i .j ··:f·····' ,;,,,.,.,, "l'' . ,.;,,,; ,_ +·:;i-.. :.,t·. -•-. tt1"""f?f"'.] ....• :-··•t.::J"T, :f~·r :•·'·=···:f··•r,,r 11:-J·r+:t•rr:-:1' ·f=·t-·.+:·;t,:f'""f':t'r:""':•/•;"'1 · 1·;t·1 ·t (j ·t· ···-·······-· .. ,,.. . ... ·, . . . ' ' -~4, ' . . . ' .. ' . ' . 7 8 9 132 133 9 ~ ~ IQ/ ~ ~1 1~ it ~ ij ,,. 0, 0, ~ ,:t ~Ii lg + ®@ "'· I li'/lf /3l ~ + 0, 231 230 229 NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCA T/ON AND ELEVATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO CONSTRUCTION. 2. ALL EXISTING IMPROVEMENTS TO REMAIN IN PLAC[ UNLESS SHOWN OTHERWISE. 3. SEWER STATIONING REFLECTS LOCATION OF CLEANOUT. , r·_-} .:'.~ ..... ' ' ' ,. . "''""·••.-"' ,., .· ;.;;.!,;.=•U ., -.. ·:,; ' ~•::'i"·:•1··••;;.;,,:~4;, \. '' . \ . '"" .. " ' 134 I ii ~; \~ ~ :0 , ... 0, lg; : 10 B . • ··-. ---... •-'0•"-·"''" ~ .... ' . c:, ;;i <ci "f. ~, ii :t' c.: ~ ;fl ~ ~ + + c:, 0, - ® 228 227 135 ® (.)i Lw: o,' <o "' "' gj"" + ~ C, - "' ... N .., + c:, - :+•-h:!•_ :!'; 136 1/f},,J'\ la \~ \,:l 11 226 137 12+74.60 02' LT) MARSH WREN ST= + 1J.2Q 2.26' L 'r) BOXTHORN WY. 7NSTALL. 1-8 xa·xa· FLG TEE & TB 2-8" GV (FLG X PJ) 2-2• 8.0. ASS'Y \_ Ii I~ 1~ STREET . ·--·······-·· ··-· •'-•-···--·· ,., •""••~AS .• ,_.-._ , "" , =w,~a 225 12 '.:, ' ,1•,, ' \' ,~:\ ~~-® o!~, \ \ ' r-t')'l"") ~ ~r--...: -+ "' .., ~i ~. ~ ' +. + "), ,,., - 213 223 222 \ MARSH WREN STREET -........i,(? ~--·- 40' 30' 20' 10' O' 40' 80' -----GRAPHIC SCALE: 1' =40' 214 1 "' ... 0, ~I -" co <O "i 0, + .., ,1; ,,., + --..., 1 .. 0: a:, "' ~· ., gj + -<ci + ,,. .. -"' + ... - 221 PLAN °~EPAREJ BY: + ' ' < -' ..... r .. -.T-. f:.~:-·\·? : t,.:, .. , .. ;;, .. ·:c•f'.:•··J, • :+::,:,;c;.,:.'.:,,.,,} :··.,+::,+·c•,i•'·+'.·':c, ,,:c;,. ·+•,:':.,:.+,·+·• .:;:.,;. +•·•t"·,''·':'+:·:·. 15 rrh,N v CO· ® 215 ~ :::; ' c,: u o, en C0 Cl,; ' ,,,, "' L. : 0 () i:cl "'t-i1---h .f:: a:: "!Q "It--~ 0, tO-'c-,,j ~ "' ... ., c:,"' <o ~ +-< -~ .... 0--..., +. ---/ ... -· 216 0" "~ . ,'<' 'I>" {} ~ / ~-~:::s a, .~ 217 I '\{;) ~- 0, 15+16.98 !?' IT) / / 1-2 MAR ASSY W/ END CAP ASS'Y / / _7J.2J'FROM BC@ 65.83' FROM BC 219 SEWER DATA TABLE ( ) DELTA RADIUS ; • LENGTH TANGENT REMARKS A N05'40'00"E --' 110.29' --8' PVC B ' 08'05'oo· 1200.00· 169.30' 84.79' 8" PVC C 'N02'25'00"W --265. 71' --8" PVC ''''""'-'--·---D ; N02'25 ·oo·w --218.82' --8" PVC • LENGTH OF SEWER LINE IS FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE. SEWER NOTES @ INSTALL 8" PVC (SDRJ5) PER CMWD STANDARD PLAN S-5. @ CONSTRUCT STANDARD CONCRETE SEWER MANHOLE PER CMWD STD. PLAN S-1. (g\ INSTALL 4" PVC SEWER LATERAL PER CMWD STD. PLAN S-7. WATER DATA TABLE DOMESTIC WATER NOTES -~ DELTA ' RADIUS LENGTH TANGEtvr REMARKS . '--.'-----------~-··-A N05'40'00"E --: 110.29' --8" PVC : 8 08'05'00" 1188.00' 167.60' 83.94' 8" PVC C No2·25•oo·w --245.02' --8" PVC @ INSTALL 8" C-900 CLASS 200 WATER MAIN. @ INSTALL THRUST BLOCK PER CMWO STD. PLAN W-15 & W-19. D . N02'25'00"W , --242.38' --8" PVC @ INSTALL 1" WATER SERVICE & 5/8" MITER PER CMWD STD. PLAN W-3. @ INSTALL GATE VALVE ASSEMBLY PER CMWD STD. PLAN W-16. @ INSTALL 2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. PLAN W-6. @ INSTALL 2" BLOWOFF PER CMWD STD. PLAN W-6. @ INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STD. PLAN W-12 . @ INSTALL TEE (SIZE PER PLAN). BENCH MARK DES8RIPTION: 5-45.Gl CALTRANS BENG!i MARK LOCA ~ION: N'WLY SIDEWALK 10· E'LY Of WlY S!IJE OF BRIDGE ---.AB"='. UTMENT AT.THE 1-5 CROSSIN_{; OF PONSEHIA ~E80RD.IJ: --~19~95~--------· ~LEVAT.ON: 103.7G DATUM: MS! •AS BU/Lr 204·-r,2'..v;& P.E. uoz:i!3 EXP &,l-stfu'S DATE REVIEWED BY: S'/'3/t? IN ECTOR DATE 1----+-------------=--=--=--=--=-----+-----+---+·~-=--=-.. .... 3LJ c1~r~NgriNG ~~~]AD uil IMPROVEMENT PLAN FOR: PLANNING ■ DESIGN ■ CONSTRUCTION SEWER & WATER THOMPSONITABATA CT98-14 • • CONSULTING RcVli:.WEC BY; 760.476.9193 ••✓----;-....- 5050 AVEN!DA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA. 92008: ., FAX 760 476.9100 ,. www.RBF ,com PHASE3 OVED. LLOYD B. HJRBS dY-...... I ~ ,. ..,;c d. '4r; ~ e;. h JI.,, 'I -----~~~~~~-:~~~~~:~~~~-:~~~~-=,:~~~-=--.-1 ENGINEE~PE_23.ssiEXPiRES'.2/J1 /OS DATE' ... ~ --IJA T[: f/.,e;;. ,,,,..,,1--~D~A=TE,.....,~IN~ITI-AL-+------------------+-D-A-TE-+-IN_ITI_A_L-I--D-A-TE-+-IN-I-TIA_L-,1 I DWI\ RY: JVT 1• I PROJECT NO. I DRAWING NO.I ~=====-----',!.:_c~.E~#~2~68~2~12' ENGINEER OF WORK REVISION DESCRIPTION ,_o_TH_E_R_A~PP-Ro_v_AL--+-a-TY-Af'~P-R-OV_AL__, i ~~~2 ~~ S..<,t: . . CT 98-14 401-9H ' 1062204 § ':1 "' ~ "' ~ .. ~ Q [;: Q -:;i ~ 0, ;::. I") ~Lu C ~ CJ) c~ :e ~ a. 0.. ' (.,) C') Ji! CJ) 2i <'. .... ~:5 2. .,::a. ~ a. 0 ci'I-(.,) _., a <'. I\) I §1.u ;l; ~ CD ~~ :r: :c' 0 ~ct: ;§ Cl.. ~::E :i: - ' .; ; . ·:: . . . . >~ ~~~~ ''"""_,_,~ "" -S~~~h =~u .... r. . . <v,#,,~,,-,,,.,_~--- . ... ' ..... • I • • ,,,~, .•. ,,=<~a~"•~M~,,.~., ~ ---~ ·.: r·). ;) _.:··-:r.··.. ~· f." ·;._ ·_··,; "",\, ··,·f,~ SEWER NOTES 0+91.66 9. 75' LT) BOXTHORN WY= 9+27.69 7' LT ROSE DRIVE @ INSTALL 8" PVC (SDR35) PER CMWD STANDARD PLAN S-5. @ CONSTRUCT STANDARD CONCRETf SEWER MANHOLE PER CMWD STD. PLAN S-7. @ REMOVE EXISTING CLEANOUT AND CONNECT TO SEWER. DOMESTIC WATER NOTES @ INSTALL 8" C-900 CLASS 200 WATER MAIN. @ INSTALL BEND (ANGLE PER PLAN). PJ X PJ UNLESS OTHERWISE NOTED. @ INSTALL THRUST BLOCK PER CMWD STD. PLAN W-15 ll: W-19. 1 212 R/W 1+00.00(i: BOX/HORN WAY f«. :Cg+ 16.81 (£ ROSF DR ,Jy MH # ?4 1 s', g it: i:'i [Q I ('). a: -0 BOXTHORN WAY 223 3+ 13.29 (2.26' LT) BOXTHORN WAY: 12+ 74.60 12' LT} MARSH WRf./1 ST. ---------- 40' 30' 20' 10' O' 40' -----GRAPHIC SCALE: 1' =40' PLAN PR Er ARED BY: PLANNING ■ OESION ■ CONSTRUCTION • • CONSULTING 760.4769193 5050 AVENJDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92003 • FAX 760 476.9198 • www.RBF.com NOTES: 1. CONT/?ACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO CONST/?UCTION. " . 2. ALL EXISTING IMPROVEMJi,fif§ J'O:REMAIN IN PLACE UNLESS SHOWN . . . . ' OTHERl'IISE. • . , '. ' ·> ', ~ 3. SEWER STATIONING REFL/iC;'°:·LO~TION 'OFfLEANOUT. .. . BENCH MARK '*' ,,, DESC'RIPTIO~I: LOCATION: SEWER DATA TABLE I ) I DELTA RADIUS • LENGTH ' TANGENT REMARKS A : Nl0'22'00"E --145.84 --B" PVC B I 7'27'56" ' 650.00' 84.69' ' 4:2,11' B" PVC ' 7 M89'27'51"W • "' C --142 15' --8" PVC • LENGTH OF SEWER LINE IS FROM CENTER OF ACCESSHOLE TO CENTER OF ACCESSHOLE. <> A a C WATER DATA TABLE DELTA . RADIUS LENGTH TANGENT N61'49'12"E --8.44' -- N70'22'00"£ --142.66' -- N87" 'OO"E --73.33' -- 11ASBUILr -'1i<1J -f~ P.E. f.Rl22S._3. EXP. 1¢:,P/dL REMARKS 8" PVC ----~ ---a• PVC ' 8" PVC #efo.Ll.._7_ DATE Js~ CITY OF CARLSBAD.~ t-------l--+-----------------l---l---1----+-----l L_g_j ENGINEERING DEPARTMENT LJ£j .'::=====-===~==== IROVE~:~:~~ixattrii 98-14 PHASE 3 P~ROVED 11 ov:i B. ~UBRS $Y .. 1 ✓ 2· < e ,e,;;: r2 ~ :e ,i 6 4/,1.1/e:, '"I t-----t-------+-------------------'e---+----1---J__--l CITY ENGINEER !?'pE aa'?EXPIRES '2/31 /05 DATE7 RE\1EWED BY:~ - MARKS. AND~ 949-472-3505 DATE: ~d-t:,1r..t1~ .. ~_o"::_A°'1E::_-~:iN1""TI:-:Ac-L+------------------+-0,-TE--+-1-N1-n-,L-+-0-,TE---l--1N-111-,L--I. g~~D s;Y: ,NI~• 1 PROJECT NO. I' DRAWING No.: R.C.E # 26821 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I RVWD BY:--~-. i. CT 98-14 1401-9Hi J