Loading...
HomeMy WebLinkAboutDWG 419-9; SDP 98-01A; LA COSTA GLEN NORTH; 01-47GENERAL NOTES /. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPRO'vtO BY THE CITY OF CARLSBAD REGARDING IMPRO'vtMENTS SHOWII/ ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAl'vt 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 0/SCO'vtREO. LA COSTA S.D.P. GLEN NOR 9B-01(A ) WORK TO BE DON£ T H mt IMPROvEMtNI UVRk SHALL BE PERFORMED IN ACCORDANCE llfTH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLS840 MUNICIPAL COOE DATED NO'vtMBER 23, 1994. 2. STANDARDS FOR DESIGN &-CONSTRUCTION OF PUBLIC WORKS IMPRO'vtMENTS IN THE CITY OF CARLSBAD, J. THIS SET OF PLANS. 4. PLANNING COMMIS.SION RESOLUTION NOS. 5590, 5591, 5592. 5. CITY COUNCIL RESOLUTION NOS. 2002-019, 2004-181 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. I 993 EDITION. J. CITY APPROVAL OF PLANS DOES NOT RELIE'vt THE OE'vtLOPER OR ENGINEER-1. SOILS REPORT ANO RECOMMENDATIONS BY LEIGHTON ANO ASSOCIATES, INC. PROJECT NO. 960134-005 DATED NOV. 26, 2003 &-MARCH I 1, 200 OF-WORK FR(JI,( RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCO'vtREO DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FR(JI,( THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RICH T OF WA Y. PRIOR TO PERM/ T ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM!TTEE's POLICY IN THE MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRIT/NC THE POLICY MUST HA I,( A RA TING OF ii. ANO A SIZE CA TECORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RA TING CU/0£. 5. NO WORK SHALL BE C(Jl,(MENCEO UNTIL ALL PERMITS HA'vt BEEN OBTAINED FROM THE Cl TY ANO O !HER APPROPRIA TE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REOIJIREO IF THE PROPOSED IMPRO'vtMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPRO'vtMENT AGREEMENT. 1. 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 ANO 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 ANO OTHER EMERGENCY 'vtHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) C(Jl,(PACTION CUR'vtS, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFO'INIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA rs OF C(}l,(PLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S} SHALL BE IMMEO/A TELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCT/ON MEET/NC SHALL 8£ H£LO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENOEO BY ALL REPRESENTA TlvfS RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPER '11SION. TESTING ANO ALL OTHER ASPECTS OF TH£ IIVRK: THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3891) AT LEAST Fl'vt(5) WORKING DA rs PRIOR TO STARTING CONSTRUCTION. APPRO'vtO DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. IJ. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEET/NC WILL BE MADE BY CALLING TH£ [NC/NEER/NC 24-HOIJR INSPECTION REQUEST LIN£ AT {160/ 438-3891.INSPECTION REQUESTS MUST 8£ RECElvfD PRIOR TO 2:00 eM. ON THE DAY BEFORE TH[ INSPECT/ON 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 DA rs LATER. 14 THE OW/I/ER ANO/OR APPLICANT THROUGH THE OE'vtLOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOlEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LA 115' ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOllfNG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Fl'vt FEET (5') OR MORE IN DEPTH ANO APPRO'vtO BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FRO/I TH£ SHOR/NC SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. Till[ 8 CALIFORNIA AOM!NISTRA 711,f COO£. TH£ 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 EXCA VA TION. 16. IF ANY ARCHAEOLOCICAL RESOURCES AR£ OISCO',fREO WITHIN ANY /fQRK ZONE OUR/NC CONSTRUCT/ON. OPERATIONS lffLL CEASE /1.11,{EOIA TEL t'. ANO THE PERMITTEE llfLL NOTIFY THE CITY ENGINEER. OPERATIONS llfLL NOT RESTART UNTIL THE PERMITTEE HAS RECEl'vtO WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 11. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EOIJIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EOIJIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.· 00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS (A LIST OF CITY HOLIOA rs IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THE Cl TY ENGINEER FOR APPROVAL Tltv FULL WORKING DA YS PRIOR TO BEC/NNINC OF IIVRK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TIQN. 19. THE EXACT POINTS OF CONNECTION TO THE EXISTING WATER SYSTEM ARE BASED UPON RECORD INFORMATION ONLY llfTHOUT BENEFIT OF FIELD EXCAVATION (POTHOLING} ANO POSITION ITT?!FICA TION BY LANO SURff:YING. NOTE!! CAUTION !! GENERAL NOTES CONT. 19. NO BLASTING SHALL BE COMMENCED llfTHOUT A CITY ENGINEER APPRO'vtO BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOW/I/ ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWII/ OR IN A LOCATION DIFFERENT FROM THAT SHOW/I/ ON THE PLANS. THE CONTRACTOR IS REOIJIREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOW/I/ ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL 'vtRIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOff:GROUNO ANO UNOERCROLINO} llfTHIN THE PROJECT SITE SUfflCIENTl Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT llfTH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DA rs PRIOR TO STARTING CONSTRUCTION NEAi{ THEIR FACILITIES ANO SHALL COOROINA TE WORK llfTH A COMPANY REPRESENTA Tl'vt. UNDERGROUND SERVICE ALERT (800) 422-4133 SOG&'E (800} 660-73-13 PACIFIC BELL (800) 892-0123 ADELPHIA CABLE CO/,/MUNICA TIONS (760) -138-7741 COX COMMUN/CA T/ONS (760) 806-9809 CITY OF CARLSBAD (STREETS &-STORM DRAIN) (760) 434-2980 'CITY OF CARLSBAD (SEWER, WATER &-RECYCLED WATER) (760) 438-2722 SAN 0/EG/JITO WATER DISTRICT (760) 633-2650 'LEUCADIA WASTE WATER DISTRICT (760) 753-0155 'VALLECITOS WATER DISTRICT (760) 744-0460 'Ollff:NHAIN WATER DISTRICT (760) 753-6466 'BUENA SANITATION DISTRICT (760} 726-1340 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS llfLL BE DETERMINED AFTER "R" VALUE TESTS HA ff: BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORK/NC DA rs BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWII/ ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOW/I/ ON THE "AS-BUil r PLANS. NO DIRECT BURIAL STREET LIGHT FOUNOA T/ONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE llfTH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LES.S THAN 15 FEET ANO BACKFILLED llfTH 3/+" ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMO',IUJ llfTH/N TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED llfTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE llfLL BE PLUGGED llfTH CONCRETE OR REMO',IUJ AS APPRO'vtO BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REOIJIREMENTS OF TITLE 24, CALIFORNIA AOM/NISTRA Tiff: CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET llfTH/N THE LIMITS OF WORK OF THIS PLAN PER SORS O /IV Ml 9. 9. ALL SUR'vtY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUA TEO, ANO DOCUMENTED PER THE PROFESSIONAL LANO SURff:YORS ACT. 10 TWO (2) SETS OF SUR'vtY (CUT} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. ELECTRONIC DA TA RLES ARE FOR REFERENCE ONL r ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROl CONTRA CTOR TO VERIFY THE EXACT LOCA T!ON OF EXIST!NC UT!UT!ES IN THE RELO PRIOR TO CONSTRUCT!ON! ' ! OCEAN AR SBA CITY or ENCINITAS VICINITY MAP NO SCA/.£ DECLARATION or RESPONSIBLE CHARGE I HEREBY OEaARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA 'vt EXERCISED RESPONSIBLE CHARGE O'vtR THE DESIGN ON THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT llfTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORAllfNCS ANO 5 'EC/FICA T/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEff: ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Oi'JAY CONSULTANTS, INC. 2710 LOKER A ff:NUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92008 (760) 931-7700 .L~,!'5'=~!1 .... t --"---t,,-C~'P .... l'.?.=~'r----OATE:_1,l1/4s- ci3/cip 'oAY / , 7 R.C.E. NO. 3201+ EXP. 12/31/06 LEGAL DESCRIPTION ALL THOSE PORTIONS OF LOTS I, 1, 8 ANO 9 ANO RUSH ROSE STREET OF CITY OF CARLSBAD TRACT NO. 92-08, GREEN VALLEY, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 13991, RLEO IN THE OfflCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, .,(}LY 10, 2000, DESCRIBED AS FOLLOWS.· PARCEL "8" OF ADJ 527 PER CERTIFICATE OF CO/,/PLIANCE FOR AO.,(JSTl,(ENT PLAT, Orx:. /2000-0626786, RECORDED NOV. 11, 2000 ANO PARCEL •9• OF ADJ 527 PER CERTIFICATE OF CO/,/PLIANCE FOR AO.,(JSTl,(ENT PLAT, Orx:. /2000-0626781, RECORDED NOV. 11, 2000. " CITY OF CARI.SBAD FIRE DEPARTMENT LEUCADIA WA STEWATER DI STRI CT REQUIREMENTS NO. OF F.H.(S).i.'.i.t:...FLOW t,,00 G.P.M. OUT OF _J_.,F.H.(S). PUBLIC SEWER SYSTEM APPROVED AVERAGE DAILY TRAFFIC RETIREMENT CO/,/MUNITY (52 UNITS AT 4 AOT/1).11.} CONGREGATE CARE (305 UNITS AT 2.5 AOT/1).11.} TRAmc GENERATION (357 UNITS) SHEET INDEX SHEET NO. I. DESCRIPTION .TlllE SHEET .KEY MAP Af2I 208 763 971 2. 3-6. 7 .... 8-24. 25-42 43-# 45-47. . TYPICAL STREET SECTIONS &-DETAILS .NOTES .SURFACE IMPRO'vtMEN.TS .SEWER &-lfAlll/ PLANS .SIGHT DISTANCE &-TURNING RADIUS .STRIPING &-S/GNACE PLANS PARKING LEGEND: mn STANDARD PARKING STALL 9' X /8' r:Jf.J"T HANDICAP PARKING STALL I-~-I I 9' x 20· w/ 5' SIDE aEARANCE ~ VAN ACCESSIBLE PARKING STALL ~4 I 9• x 20· w/ 8' SIDE aEARANCE H•+•+rH ~qi.: 1c:,RT STALL SEWER SUMMARY SEE LEUCADIA WASTEWATER DISTRICT FOR SEWER ANAL YSIS. SOURCE or TOPOGRAPHY TOPOGRAPHY SHOW/I/ ON THESE PLANS WAS GENERA TEO BY SAN-LO AERIAL SUR'vtYS (JN -11613} DATED: .,(}NE 11, 2002 TOPOGRAPHY SHOW/I/ HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS ADDRESS 1940 LEVANTE STREET CARLSBAD, CA. 92009 OWNER / DEVELOPER • CONTINUING LIFE CO/,/MUNITIES 1940 LEVANTE STREET CARLSBAD, CA. 92009 PHONE/ (760} 704-6252 WATER SUMMARY -ALL BUILDINGS llfLL HA ff: FULLY SPRINKLED FIRE PROTECTION. -SEE 0/JITTIHAIN MUNICIPAL WATER DISTRICT FOR WA TER ANAL YSIS. PROJECT LOCATION AS.SESSOR's PARCEL NOs. 255-012-17 ANO 255-012-18 CALIFORNIA COORDINATE INDEX NUMBERS 334-1689, JJ0-1689 REFERENCE DRAWINGS (!) CITY OF CARLSBAD ORAllfNC No. 214-2 (}) CITY OF CARLSBAD ORAllfNC No. 130-6 Q) CARLSBAD MUNICIPAL WATER DISTRICT ORAllfNG NO. 88-107 (1) CITY OF CARLSBAD ORA llfNC NO 349-3 @ CITY OF CARLSBAD ORA/lfNG NO 349-3A 8. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS -U4Y BE MOOIFIEO BY THE CITY OF CARLS84D STANDARDS. 9. LWO STANDARDS SPECS. 10. OLl'vtNHAIN MUNICIPAL WATER DISTRICT-STANDARD SPECS. &-DRAWINGS. FOR THE CONSTRUCTION OF WATER l,(AfNS ANO F.AC/LITIES. 11. STORM WATER POLLUTION PRMNTION PLAN, PREPARED APRIL 9, 2004, W0/0 / 937C32782 12. STORM WATER MANAGEMENT PLAN PREPARED NO'vtMBER 2003 &-REVISED JUNE 2004. NOTE: 0/JANTITIES SHOW/I/ HEREON ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY. LEGEND: DESCRIPTION EXISTING DWG. NO. PROPOSED SUB0/"1SION BOUNOAR Y . EASEMENT LINE. . . . . . . . . . . . DIRECTION OF TRAFFIC . . FIRE HYDRANTS . . . . . .... OM/lfJ C-1.2 ... . WATER MAINS . . . . . . . . . . . . . . . --w--............. . --w-- 6"Pl't' ......... . .OM/lfJ E-J.I ..... _ --w-- 8" Pl't' ....... . . . . . . . . . . . . . . . . . . . . . .0/,/llfJ E-J. I. . . . . ---w-- 10· PVC . . . . . . . .....•................. 0/,//lfJ E-J. I. . .. ---W -- WATER SERVICE ASSEMBLY. -----@) Ol,(llfJ 8-1.1, 1.3, 1.5, 1.1, 1.8 .. -----o-----@ 2• BLOW OFF VAL ff: ASSEMBLY. . . ...... (Jl,(/lfJ A-1. /. . . . 5 e 2• M.A.R.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(Jl,(llfJ A-2.3. 5---0 2• C.A. V. . . . . . . . . . . . . . . . . . • . . . . . . . .(Jl,(llfJ A-J.3. . . 5---0 ENOCAP ASSEMBL Y. . . . . . . . D-J.4. . . . . . . --W---il TEE. . . ...... DOUBLE CHECK DETECTOR CHECK AS.SY. . . . . . . . . . . . . . . . . . . . .0/,//lfJ C-J.3. . 12" ~TE VALi£ .. , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . MWO ()-2 3 . , . 8" CA TE VAL ff:. . . . . . • . . . . . . . . . . . . . . . . ,0/,//lfJ 0-2.3. . . . . 10• CA TE VAL ff: . REDUCER .... . . . . . . . . . . • • . . . . . . . . . . ,0/,/llf) 0-2.3. . . . . . . . . . . . . . . . . . . . . • . . . . • . . . . OM/lfJ 0-J.2 REDUCER PRESSURE BACK FLOW PRE'vtNTER .........••...•... OM/lfJ C-2./. 2• /RR/GA TION SERVICE . . . . . . . . . . . . . . . . . . . . . . . . • . . . . .OM/lfJ 8-1.5, B-1.1 . •• PVC IRRIGATION SLEEff:S. 6" Pl't' IRRIGATION SLEEff:S. --B -®--·W ~W -- ~W-----►-- ----@ 12• RECYCLED WATER MAIN . SEWER MAIN .. --RW--.Ol.tllfJ E-J. I. . . . ----RW-- -s·--- 8" PVC ..... ,-----s--- -s-~-- SEWER ACCESSHOLE LINED WITH !NTEGRALL Y. ..... --5--- LOCK/NC PW: PER SECTION 500-2 OF THE GREENBOOK Q ..... LllfJ S-3,. . . . . ----5---0-- LllfJ S-4 (WHERE !NO/CA TEO) SEWER LATERAL . . . . . 4• SEWER LATERAL. 6" SEWER LATERAL. . . . . . SEWER OEAO ENO CLEANOUT . -----@ . . .LIit) S-17 &-S-18. . LOO S-8. SEWER MAIN CLEANOUT. . . . . . . . . . . . . . . . . . . • . . . . . . . . .SORSO S-3 ..... UNDERGROUND CABLE TELEVISION LINE . . . - - -T\f UNDERGROUND GAS LINE . -G--· ............ . POWER OR TELE POLES, ®l . .. .. . . .. .. .. . RETAINING WALL (SEPARATE PERMIT REQUIRED). . .• , . . . . . • . . . . . .SORSO C-4. . . CURB ANO GUTTER. . . . . 6" PCC CURB ONLY ..... , . , .... .SORSO C-2 TYPE C. . ... SORSO C-1. "SIOEWA{.K . . . . . . . . . . . . . . . . . __ -· __ --. . . .SORSO C-7. STREET LIGHc . . . . . . . . . . . . . . . . • . . 0.. . . . . . . . . . . . . . . ORNAMENTAL STREET LIGHTS STREET POLE LIGHT . . . . . . . . . . . . . . . . . . . . . . . . . .PER LANDSCAPE PLANS. . ORNAMENTAL STREET LIGHTS PARKING POLE LIGHT .............••...•..... .PER LANDSCAPE PLANS. MAILBOX KIOSK. . . . . . MONUMENT SIGN ... TRAmc SIGNAL . AC PA ff:MENT . PCC PAff:MENT . PEDESTRIAN RAMP. }' TS .•••••.•• >'(' ..••••••.••••.•••• .. , . . . . . . . . . . . . . . . . . . . . .SORSO G-27 TYPE ,i ' .. PEDESTRIAN RAMP. · . . . . . . . . . . . . . . . . . . . . . . • . . . . . .SORSO •C-3/. . . . . SUPPLEMENT FIG. NO. ----® ----® ----® --o --0 ., ---- . . . ~ ~ B - : ... I ~ ' JC HANDICAP RAMP . . · · , J/-20CO TO THE CBC .. --"--""'--...c.:u.~-- PCC CROSS CUTTER .. ..... SORSO 'C-12 .... _J UL PCC ORl'vtWA Y. . . . . . . • . . . . . . . . . . .SORSO •G-14A. . . . J,.:1 OECORA Tl'vt PA 'vtMENT. . ' = MOO!f/EO QTY. 13 EA. 110 L.F. 2,317 L.F. I, !i1/ L.F. 30 EA. 'fEA. 1fEA. 2EA. 3EA . 4 EA . 5EA. /! -.-~'\-6 EA. 5 EA. EA. 4 EA. 583 L.F. 250 L.F. 1,310 L.F. 3,207 L.F. 27 EA. 53 EA. /+EA. 12 EA . 3 EA. 12,824 S.F. 6,553 L.F. 5,750 L.F. 73,887 S.F. 54 EA. 12 EA. 192,300 S. . 13,298 S.F. 13 EA. ff EA. 6 EA. 15,JB/ S.F. 13,298 S.F. 2,700 S.F. "AS -BUILT .,,6 .,, .,,.___{l:ao/ BLDG. SPRINKLE~/NO ... F.FLOW __ G.P.M. APPROVED BY: LWD DISTRICT ENGINEER "= SIDEWALKS NON-CONTIGUOUS TO OUR CURB llfLL BE PER THE LANDSCAPE PLANS. ©2003 0'0a Consultants, inc. REVIE WED BY: -7:: £ .. ,,.7 INSPECTOR 27 10 Loker Avenue West Suite too Carlsbad, California 92008 760-931-7700 Fox: 7f50-9J 1-8680 -IRE 7.(P/06' DATE Civil Engineering Planning Processing Surveying DESIGNED BY: C.0. DATE: DEC. 2003 DRAWN BY: J.S., C.F. SCALE: >S SHOWN PROJECT MGR.~· ~G.~0. __ JOB NO.: 02-1039 ENGINEER OF WORK: RCE: S VE ERING R.C.E. 26514 DA TE DUDEK AND ASSOCIA'JES EXP /3/31/06 OLIVENHAIN MUNICIPAL WATER DISTRI CT OLIVENHAIN MUNICIPAL WATER DISTRI CT RECYCLED WA'JER SYSTEM APPROVAL (OMWD W.0,#555100) Approved by BOYLE ENGINEERING CORPORATION Dlstr onsulting Engineer ( S' (' SD00149905 'f DA 1E JOB NUMBER Signature Expires 2 Years After Date. R.C.E. POTABLE WATER SYSTEM APPROVAL (OM'Ml W.0.#555100) Approved by BOYLE ENGINEERING CORPORATION District's Consulting Engineer S000149905 DATE JOB NUMBER ~ CITY OF ARLSBAD I SHEETS I l----t----+----------------1-----1---+---+----I L_l_j ENGINEERING DEPARTMENT 4'Xa l----t----+-----------------1-----1---+---+----I IIIPROVEIIENT PLANS FOR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSI.B-017 LS. 6215 1----t----+----------------1-----1---+---+----I LOCATION: NORTHEAST CORNER OF LA COSTA A ff: BRIDGE OITT? ENON/TAS CREEK, 185' HfST OF EL CAMINO REAL RECORD FROM: RECORD OF S/JRff:Y 17271 ELEVATION: 19.58 BASED ON NG',V 1929 ENGINEER OF WORK REVISION DESCRIPTION I: \021039\0239I01.dwg Mor 03, 2005 2: 51 pm Xrefs: 02391 ( • I _J ~71~~) .1:1,,. 00 -"'° I "'° PARKING CALCULATIONS {! RES. + I GIJEST FOR E!,fRY 2 UNITS) 11/ilAMTTACf .ll!JIJS RfQ. PAR((UUi EXJST. SOUTH SIDE 54 54 NOR TH SIDE 52 52 106 (0. 45 PER BBJ) INOEPEM)ANT LIVING IJNITS.,1fEA1 TH E:X!ST. SOUTH SIDE NORTH SIDE 8£l)S 519 X 0.45 = 'llf'i[PAHKING 234 99~/BR. 206 ~ 2 BR. 511 511 X OAS= 230 464 TOTAL PARKING RE OU/RED 106 + 464 = TO~L~R~NCPROWJBJ '(ff 545 {SOUTH) + -ffJt (NORTH} = NQfflH SllJ£ TOTAL PARKING REOIJIRED TOTAL PARKING PROl'IOEO 52+305= CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RElO PRIOR TO CONSTRUCTION! C 570 ff C~~-T_S __ 2710 Loker Avenue Wesl Suite 100 Corlsbod, C(]liforni(l 92008 760-931-T/UO Fmc 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: C.0. DRAWN BY: J.$,.,-C,,_.f~. _ PROJECT MGR: G.0. ENGINEER OF WORK: DATE: DEC. 2003 SCALE: ~/IS==SH~O=WN~_ JOB NO.: 02-1039 DATE: ~/Wif RCE: "AS-BUILT ,, P.E. EXf'. ___ _ DATE REVIEWED BY: INSPlCTOR DATE INDEX MAP SCALE: 1• = 100' I I I ! 46 I PROPOSED FIRE H'YDRANT ~ STREET POI£ UGHT PARKING PO/£ UGHT EXISTING STREET LIGHT EXISllNG FIRE H'/ORANT rn SHEET NIJll8£RS NOT£!! EL£CTRONIC OA TA RLES ARE FOR REffRENCE ONl r ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR'>f:Y CONTR(]/_ I Sf2ET I CITY OF CARLSBAD ENGINEERlt-;G DEPARTMENT SHEETS 4'18 11,/l'HOVCl,/ENT PLANS f'0/1: BENCHMARK: 1----+-----+----------------------+------j--------------1-----l LA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-0/1 LS. 6215 NORTHEAST CORNER OF LA COSTA A !,f BR/OGE 01,fR ENCINITAS CREEK, 185' ~ST 1----+---+------ 0F EL CAMINO REAL RECORD FROM: RECORD OF S/JR!,fY 17271 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION FLEVATION: 19.58 BASED ON NGVO 1929 DATE. INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAi APPROVED dY PE 23889 DWN BY: CHKD BY:...,,,....,'-- RVWD BY: LLOYD HUBBS Cl I Y ENCi NEER PRO,IECT NO. S.O.P. 98-01 14 1:\0210.39\0?.'1910?.dwg Feb 24, 2000 8:21cm DRAWING NO. 419-9 Xrefs: 02391; 0239GRD; 0239STR; 02J8TP; 0239map; 0239TPPL; 0239utl; 02397UTL .Cl,. 00 --0 I --0 Sll/EET LIGHT- .,..,..,, """ _ _:::__ __ 1-----=--=--------1 ---12'.-20' TYPICAL F.H. 2 I VARIES 2 VARIES Sll/EET LICHT TYPICAL SECTION -PVT. RUSH ROSE OR/VE STATIONS: 10+34.83 -10+50.76 T.l.=4.5 (SEE NOTE I) NO SCALE ll/EET LICHT 17.T-20' 19.9'-20' 1---__:_:_:.:........::::___-+---'-'--:;_:__.=,=12'1--- OR/VE '.4' TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 10+50.76 -10+81.30 TYPICAL F.H. 2 I T.l.=4,5 (SEE NOTE I) NO SCALE /6.5'-17.7' VARIES 19.4'-19.9' 2 VARIES TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 10+81.30 -10+98.39 OR/VE '.4' T.l.=4.5 (SEE NOTE I) NO SCALE 14.9'-16.5' !8'-19.4' f S\\o'lt! cl"· 11-'ff\lt ol'I r VARIES VARIES 2 TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 10+98.39 -11+30.85 Sll/EET LIGHT- T.l.=4.5 (SEE NOTE I) NO SCALE Sll/EET LIGHT '4 ·-18' 14'-14.9' 2 '1--_!2__"""------+~--'-----'-'--------i 2 t---- I TYPICAL SECTION PVT. RUSH ROSE DRIVE STATIONS: 11+30.85 -11+92.72 CAtmQN !! T.l.=4.5 (SEE NOTE I) NO SCALE CONTRACTOR ro IDi'IFY THE EXACT LOCA 110N OF EXISTING UTlL/llES IN THE FlELO PRIOR ro CONSTRtlCTlON! C 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fmc 760-931-aeao 18' 14' 14' PARK/NC f 5\101'1\J f_\f,'<· 11-of\lt- ot1 r J 2% _A_ 2% I Sll/EET LIGHT- 2 14' 14' 2''f-----'-'---+-----i f 5\\o'll!l t-lf,'< · 11-of\lt- otl r 2 ~ 2 18' 16' /6' PARK/NC 5\\01'1\J f cl"· \l-of'lt- 3 ol'I r CAL F.H. 2% 18' PARK/NC _A_ 15' /5'-/7' Sll/EET LIGHT J /8'-20' "-'----,i 2 PARK/NC VARIES 7' MIN. TYPICAL F.H. I 2 1 TYPICAL SECTION -PVT. RUSH ROSE OR/VE , TYPICAL SECTION -PVT. RUSH ROSE OR/VE TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 20+20.22 _ 20+66.63 TYP/CAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 11+92.72 -13+32.03 STATIONS: 14+90.93 -15+63.10 T.l.=4.5(SEENOTE I) STATIONS: 24+34. 16 -24+52. 16 T.l.=4.5 (SEE NOTE I) T.l.=4.5 (SEE NOTE !) NO SCALE NO SCALE NO SCALE Sll/EET LICHT 14' 2 6' 18' 74' 14' 2' -"--,,/ 2 _A_ f 5\\0~ f_lt'<. \l-ofllf ol'I P 2 TYPICAL F.H. PARKING J f S\\o'll!l f.ld·i>l'-of'Lf o\'I 2 1CAL F.H. ~ 1 TYPICAL SECTION -PVT. RUSH ROSE DRIVE TYPICA.l SECTION -PVT. RUSH ROSE DRIVE STATIONS: 13+32.03 -13+99.73 STATIONS: 15+63.10 -17+70.64 Sll/EET LIGHT- T.l.=4.5 (SEE NOTE I) NO SCALE 14' 14' ----'2''~----'-'----+-----i TYPICAL SECTION -PVT. RUSH ROSE DRIVE Sll/EET LIGHT- T.l.=4.5 (SEE NOTE I) NO SCALE ...--.-, ""'----+------1 ---12'.-14' 2 f l'i\J 5t10 t-fl('< 11-'ffll OI' p 2 _A_ ~ STATIONS: 13+99.73 -14+19.73 TYPICAL SECTION -PVT. RUSH ROSE DRIVE LEMONBERRY LANE 1 T.l.=4.5 (SEE NOTE I) NO SCALE 14' 14' 5\-101'1\J f a,t-'<, \l-of'lt- ol'I r VdRIES 2% LEMONBERRY LANE TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 14+19.73 -14+80.93 Sll/£ET LIGHT- T.l.=4.5 (SEE NOTE I) NO SCALE 14' ---12''~---'-'----+-----14' t101'1\J f d· sof'Lf f.\\, pl'- 0 2 2% 5 STATIONS: 17+70.64 -18+62.91 I T.l.=4,5 (SEE NOTE I) NO SCALE /4'-/6' 14'-/6' f i,101'1\J @" io0lf ol'I r 2 VARIES ll/EET LIGHT TYPICAL F.H. TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 18+62.91 -19+73.62 39' ORIVE FOR GOLF CART PARK/NC J 5% -- T.l.=4.5 (SEE NOTE I) NO SCALE 16' 16' f i,101'1\J u/ sof,Lt-~611 p\l- _A_ (JY 5.5' 20' GARAGE PARKING 1/, TYPICAL SECTION -PVT. RUSH ROSE DRIVE TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 14+80.93 -14+90.93 STATIONS: 19+73.62 -20+20.22 T.!.=4.5 (SEE NOTE I) NO SCALE T.l.=4.5 (SEE NOTE I) NO SCALE BENCHMARK: 4 20' 5.5' 16' 16' 18' 6' T.l.=4.5 (SEE NOTE I) NO SCALE GARAGE PARKING PARK/NC Sll/EET LICHT 15, 11' f--____:_::---+------'-'-----12'1-- _A_ 2% 6 5 4 2 _A_ 2 TYPICAL SECTION -PVT. RUSH ROSE DRIVE , 6' STATIONS: 20+66.63 -21+79.65 TYP/CAL SECTION -PVT. RUSH ROSE DRIVE 18' PARK/NC T.l.=4,5 (SEE NOTE I) NO SCALE 16' 16' l'i\J f 5\\0 t-(lf'< · \l-ofl~ ol'I r _A_ 2% 18' 6' PARK/NC TYPICAL F.H. J % ,:ii (if STATIONS: 24+52.16 -25+22.25 6' /8' PARKfNC 2% T.l.=4.5 (SEE NOTE I) NO SCALE 15' 17' f 5\10'/l!l oi/ \l-or1lf 611 p 2% I ll/EET LIGHT 7 5' 2 4 TYPlCAL SECTION -PVT. RUSH ROSE DRIVE TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 25+22.25 -27+65.20 STATIONS: 21+79.65 -23+56.39 T.l.=4.5 (SEE NOTE I) NO SCALE Sll/EET LIGHT f---___;_:15_'-l:.:...6'--+--....;_15 __ '-1_6'.::~2 ..... 't--- 2 I DRll!f 'o' 1 T.l.=4.5 (SEE NOTE I) NO SCALE Sll/EET l/GH T 1.--__:ll!:_5'_J_!E._15'2-!!_7' ---i--::'.'.=+::f-18[_' -M '-7.33 2 _A_ I 6 COI..F CART GARAGE 1CAL F.H. TYP/CAL SECTION -Pl/ . RUSH ROSE DRIVE TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 27+65.20 -28+04.76 STATIONS: 23+56.39 -23+96.79 10' COI..F CART PARK/NC T.l.=4.5 (SEE NOTE I) NO SCALE 15' 15' _A_ ~ VARIES 10' 5' MIN. GOLF CART PARKING 4 TYPICAL SECTION PVT. RUSH ROSE DRIVE STATIONS: 23+96.79 -24+34.16 T.l.=4,5 (SEE NOTE I) T.l.=4.5 (SEE NOTE I) NO SCALE LEGEND FOR SECTIONS: Q) 4• AC PAl!fMENT OVER 6' AGGREGATE BASE (MIN.} THICKNESS TO BE OETERMINED BY R-VAL/JE TESTS CONO/JCTEO PER Sll/EET NOTES, NO. I Q) Cl/RB AND CUTTER TYPE\;'' PER SORSO C-2 0 PCC C/JTTER PER DETAIL ON SHEET 6 (j) 4• PCC SIDEWALK PER SDRSD C-7 @ 6" Cl/RB PER SORSO C-1 @ CONCRETE DRIVE APPROACH 0 10' WIDE CONCRETE CROSS GUTTER PER SORSO C-12 NOTE!! B..ECTRfNC DATA Fll.£S ARE FOR R£FFHENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'f&TICAl SIJRIEY CONTRa. NO SCALE --,-r;::;;::::;;;;~~~;==;;;;=;;~;;;~~~~~ ,-----,---,----------,---y-,' -+--l -r ~ CITY OF CARLSBAD I SHE~S I 1---+----j--------------t-----t---+---+----l ~ ENGINEERING DEPARTMENT 47B -+---+----1 1---+-~l---------------j------j----+---+--i /lll'IIOVCIIDff l'tANS FOR: LA COSTA GLEN NORTH DESIGNED BY: --~--DATE: _DEC~~~ DRAWN BY: J,S,. C.f. SCALE: 1• • 20' DESCRIPTION: BRASS CAP STAMPED CSLB-017 L.S. 6215 1---+--l---------------t-----t-- Civil Engineering Planning Processing Surveying PROJECT MGR.· C.0. JOB NO.: 02-1039 ~-----------1 P.E. EXP, __ _ ENGINEER OF WORK: REVIEWED BY: INSPECTOR DATE DATE LOCATION: -+---t----1 NORTHEAST CORNER OF LA COSTA A VE BRIDGE OllfR ENCINITAS CREEK, 185' llf'ST 1----1---l---------------t-----t---+---+--, OF El CAMINO REAL RECORD FROM: RECORD OF SUR~Y 17271 DATE INITIAL DATE INITIAL DA TE INITIAL CITY APPROVAL H.EVATION: 19.58 BASED ON NGVO 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL APPROVED$ I' & { e<.,,.... d ~-;i<e"6 LLOYD HUBBS 1/~/<?£ l"E .23889 ~RES ~31-05 CITY ENGINEERATE DWN BY: . . . PROJECT NO. DRAWING NO. ~~~g ~~: §ff S.0.P. 98-01 f1 419-9 I: \021039\0239103.dw(J Mar 16, 2085 2: 29pm Xrefs: 02391 STREET LIGHT 15' 15' --.... f---------+-----, 2•·--- -13- TYPICAL SECTION -PVT. RUSH ROSE DRIVE STATIONS: 28+04.76 -28+33.96 6.5' &-PVT. SUNCUP WAY STATIONS: 28+33.96 -28+94.41 18' PARKING 3 -lL T.l.=4.5 {SEE NOTE I) NO SCALE 15' /5' 5.5' 20· GARAGE , PARKING 2% 6 TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 28+94.41 -29+62.78 T.l.=4.5 (SEE NOTE 1) NO SCALE 6.5' 18' 15' 15' 18' PARKING -lL PARKING f S~O~ 011/. l(Otlif oil f 3 2% ~ TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 29+62.78 -30+24.56 STREET LIGHT- T.l.=4.5 (SEE NOTE I) NO SCALE 15' 15' ~ 2··1------'-=-----+--'-'----=- TYPICAL F.H. TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 30+24.56 -31+32.71 T.l.=4.5 (SEE NOTE I) NO SCALE LEGEND FOR SECTIONS: (j) 4" AC PA vFMENT OvFR 6' ACCRECA TE BASE (MIN.) THICKNESS TO BE OETERIIINED BY R-VALUE TESTS CONDUCTED PER STREET NOTES, NO.I Q) CURB AND GUTTER TYPE 'G' PER SDRSD C-2 (I) PCC CUTTER PER DETAIL ON SHEET 6 <I) 4' PCC SIOEWALK PER SDRSD C-1 @ 6' CURB PER SDRSD C-1 @ CONCRETE DRl'.F APPROACH 0 10' WIDE CONCRETE CROSS GUTTER SDRSD C-12 f,AlJTION !! 5 Ca-/TRACTOR T() ~ 1HE EXACT lOCA llON OF EXISTINC UllJ.JllES IN 1HE fl£10 PH/OR ro Ca-/STRIJCTION! 271 D Loker Avenue West Suite 100 Corlsbad, California 92008 760-931-7700 Fax: 760-931-8660 C 18' /5' 15' PARK/NC 2% 3 -13- f SIJO~ 0,d pl<of\1-t oil 2% 2 TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 31+32.71 -31+86.21 2 T.l.=4.5 (SEE NOTE I) NO SCALE 15' 15' s~O~ f oil ?-ar1if oil f 2% - 18' PARKING 3 5 TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 31+62.92 -33+50.99 6' T.l.=4.5 (SEE NOTE 1) NO SCALE 18' 15' PARKING 3 2% 15' f SIJ0'/1!\ (1-d · r?-001-t oil 2% 2 - TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 33+37.13 -33+73.66 20· 6'-9' T.l.=4.5 (SEE NOTE I) NO SCALE 15' 15' GARAGE Silo'/!!\ PARKING f 011/-1(001-f 6' LANCEWOOD LANE 3 oil r 3 2% ~ 2% 6 I TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 33+57.10 -34+53.34 18' PARKING 2% T.l.=4.5 {SEE NOTE I) NO SCALE 15' 15' ~ I 18' PARKING TYPICAL SECTION PVT. SUNCUP WAY STATIONS: 34+53.34 -35+18.82 T.1=4.5 (SEE NOTE I} NO SCALE 8' 2.5' 15' 15' 18' GOLF CART :4RACE 'ARKIN S~O~ PARKING f t~ r?-0111-t 3 2% -lL 2% 6 I TYPICAL SECTION PVT. SUNCUP WAY STATIONS: 35+18.82 -35+53.49 STREET LICHT TYPICAL F.H. 4 T.l.=4.5 (SEE NOTE 7) NO SCALE 15' 15' I 18' PARKING TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 35+53.49 -36+33.01 6' SERl1C£ DRltt"WAY 1 ~ T.l.=4.5 (SEE NOTE 1) NO SCALE 15' 15' 5~0~ f 0,(11 · \l.001-t all r ~ 2% 18' PARKING 3 5 2% TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 36+36.76 -36+86.76 STREET LICHT 18' PARKING T.l.=4.5 (SEE NOTE I) NO SCALE 15' 15' 18' PARKING 4 VCAL F.H. I TYPICAL F.H. 20' 3 3 :f ~ 2% I TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 36+88.26 -38+13.38 5.5' , T.l.=4.5 {SEE NOTE I) NO SCALE 15' 15' 18' GARAGE PARKING PARKING 3 3 2 ~ 2% I TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 38+13.38 -38+99.05 T.l.=4.5 (SEE NOTE I) NO SCALE 4 6' 18' 15' PARKING f 5 3 2% ~ 15' SIJO'l«) (Ul l(Of\\_t otl f 2% I 3 18' PARK/NC 2 2% TYPICAL SECTION PVT. SUNCUP WAY STATIONS: 38+99.05 -41+21.88 LEMONBERRY LANE T.l.=4.5 (SEE NOTE I) NO SCALE 15' 15' VARIES - 7 18' PARKING 3 2 2% TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 41+21.88 -41+83.88 T.l.=4.5 (SEE NOTE I) NO SCALE 20' 5.5' 15 15' 18' PARKING GARAGE 5\lo'/1!\ PARKING f (1-(1/-l(of'l-t 6' J oil r 3 2% ~ 2% 2% . . . . I TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 41+83.88 -42+64.97 18' PARKING 5 3 2% T.l.=4.5 (SEE NOTE I) NO SCALE 15' 15' I 18' PARKING TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 42+64.97 -43+20.90 2' T.l.=4.5 (SEE NOTE I) NO SCALE STREET LICHT 15' TYPICAL F.H. I 2 -13- 15' I 18' PARKING TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 43+20.90 -43+40.01 T.l.=4.5 (SEE NOTE I) NO SCALE ,· 18' 15' 15' 18' PARKING 3 3 TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 43+40.01 -44+01.53 T.l.=4.5 (SEE NOTE I) NO SCALE 20' 5.5' 15'-16' 15' 18' , GARAGE PARKING f s~o'/1!\ of/ ?-if'if PARKING 6ll r 3 VARIES 2% 2% 6 CiY TYPICAL SECTION -PVT. SUNCUP WAY STATIONS: 44+01.53 -44+93.12 T.l.=4.5 {SEE NOTE I) NO SCALE STREET LIGHT-5.5'-7' 20· 16' l5'-16' 18' .;ARAGE 2' S~O~ PARKING •'ARKING / f (\_ti/. ?-'cf\\} 3 fJl'l r 3 2% VARIES 2% 6 I TYPICAL SECTION PVT. SUNCUP WAY STATIONS: 44+93.12 -46+05.54 8' 2.5' GOLF CART 'ARAGE 'ARKIM 6 T.l.=4.5 (SEE NOTE 1) NO SCALE 15' 15' I 2.5' 6 8' GOLF CART GARAGE PARKING TYPICAL SECTION -PVT. LEMONBERRY LANE STATIONS: 10+29.22 -10+39.22 T.l.=4.5 (SEE NOTE I) NO SCALE NW! El£ClRfNC DATA fTl£S AR£ RR REFERENCE ONl Y ANO ARE NOT TO BE USED RR HOHIZONTAL OR 1£HllCAL Sl/Rlfl' Ca-/TROI.. ~ CITY OF CARLSBAD I SHE~S 1 l---+---'f-------------+--+--l--+----1 l__!_J ENGINEERING DEPARTMENT 4J g -+---+--------l I----+--+--------------+----+-----J---+---1 IIIPflOVEIIDff PLANS FOil: DESIGNED BY: C.0. DRAWN BY: J.S., C.f. PROJECT MGR.· C.Q, DATE: DEC. 2003 "AS-BUIJ.,T " BENCHMARK: LA COSTA GLEN NORTH Civil Engineering Plonning Processing Surveying SCALE: , • • 20' JOB NO.: 02-10.39 e----------------1 P.E. EXP---- ENGINEER OF WORK: REVIEWED BY: INSPECTOR DATE DATE DESCRIPTION: BRASS CAP STAMPED CSLB-011 L.S. 6215 I----+--+-------------+---+-----Jf-----+----l LOCATION: NORTI-IEAST CORNER OF LA COSTA A ti° APPROVED IJ BRIDGE OvFR ENCINITAS CREEK, 185' M:ST 1----i---l--------------+----+-----jf----+--I &• el; •a!J:7-JAY~ L~OYD HUBBS "1/'>1/n£ OF a CAMINO REAL PE 238890:XPIREsJi2:si=os CITY ENGINEER ~ D~TE RECORD FROM: RECORD OF SURti°Y 11211 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 19.58 BASED ON NGVD 1929 DWN BY: . PROJECT NO. ~DATEc::.........J....::.CINICCC:TIAI. DATE INITIAL OTHER APPROVA. CITY APPROVAL CHKD BY: 0 c,;:r 0, P, RVWD BY: OE&. S, • . 98-0 f J4 1:\021039\0'.139104.dwg Mar 16, 2005 2:32pm Xrefs: 02391 DRAWING NO. 419-9 • 8' 2.5' 15' 15' 8' GOLF 2.5' ;--GOLF CART f Sl:Jo'IIIJ CART :4RA f,1-f,~-Rofl'-f, CARACE :4RK/Ni PARK/NC otl P 3 ~ 2% -. . 6 I TYPICAL SECTION -PVT. LEMONBERRY LANE STATIONS: 10+39.22 -10+57.22 18' PARKING T.l.=4..5 (SEE NOTE I) NO SCALE 15' 15' I TYPICAL SECTION -PVT. LEMONBERRY LANE 18' PARKING STATIONS: 10+57.22 -11+52.56 20' 2 T.l.=4..5 (SEE NOTE I) NO SCALE I.J' 13' 5\\0~ f f-'-f,~-Rof1'-" 6tl p ~ ,_lL 10'-12' GOLF CART PARKING TYPICAL SECTION -PVT. 6' LEMONBERRY LANE STATIONS: 12+12.07 -12+38.45 T:l.=4.5 (SEE NOTE I) NO SCALE t.J' t.J' f 5\\0~ tli~· Ro0'-f 2 6tl p 2 ~ ,_lL I TYPICAL SECTION -PVT. LEMONBERRY LANE STATIONS: 12+26.39 -12+52.53 T.l.=4.5 (SEE NOTE I) NO SCALE 5' 13' 13' 5' 20' , GARAGE Sl:JO~ GARAGE PARK/NC f PARK/NC oj,~· R6f\(.£ QI\ p .J .J ~ ,_lL 6 (If TYPICAL SECTION -PVT. LEMONBERRY LANE STATIONS: 12+52.53 -14+54.63 T.l.=4.5 (SEE NOTE 1) NO SCALE 5 OfESS1~ c<\ll'-GE O o. <'.': "" "' '"f;c -1' CAlJT[QN !! Ca-lTRACTOR TO lf7i'U"Y THE EXACT LOCA llON OF EX/SllNG l/llllllES IN THE FIE1.D PRIOR 'TO CONSTRIJCT!all C "' s. 0 NO. 32014 ~ ~ EXP. 12/31/06 f;J * -l'J., C/VI\.. 2710 Loker Avenue West Suite 100 Corlsbod, Colifomio 92008 760-9.31-7700 Fox: 76D-9J1 -8680 13' I.J' f s\\o'li1! f_\,t~. Rofl'-f 2 otl P 2 VARIES VARIES -~ I TYPICAL SECTION -PVT. LEMONBERRY LANE STATIONS: 14+54.63 -14+62.50 2 T:l.=4..5 (SEE NOTE I) NO SCALE STREET LICH I.J' /.J' 5\\0~ f f,lf/ Rofl'-f, 6tl p 2 VARIES 2% -~ I 2' TYPICAL SECTION -PVT. LEMONBERRY LANE STATIONS: 14+62.50 -14+74.80 2 T:l.=4..5 (SEE NOTE I) NO SCALE IJ' I.J' I l0'-12' GOLF CART PARKING 2 TYPICAL SECTION -PVT. 6' LEMONBERRY LANE STATIONS: 14+74.63 -14+88.17 2 T:i.=4.5 (SEE NOTE I) NO SCALE 1.J' 1.J' f 5110\'lll f_l-t~. llofl'-f otl P 2 VARIES VARIES -- I TYPICAL SECTION -PVT. LEMONBERRY LANE STATIONS: 14+88.17 -14+93.24 T:i.=4.5 (SEE NOTE 1) NO SCALE 4 STT?EET LIGHT-STREET LICHT 7 12' 12' 7' Sl:Jo'IIIJ 5' f c.\.f~· Rofl'-f 2 otl P 2 -2%-2% 4 I TYPICAL SECTION -PVT. MESQUITE COURT STREET LICHT- -2' 2 T.l.=4.5 (SEE NOTE!) NO SCALE 12' 12' f 5110'/11, fli~· Rof1'-f, 0~ p ~ 2% 2 STT?EET LIGHT 2' TYPICAL SECTION -PVT. LANCEWOOD LANE STATIONS: 11+15.28 -11+99.58 2· TYPICAL F.H. 2 T.l.=4.5 (SEE NOTE I) NO SCALE STREET LIGHT /2'.../5' /2'-12.08 2 s\\o'/11, f f_\,1.~. "ff''-f 0~ p 2 VARIES VARIES TYPICAL SECTION -PVT. LANCEWOOD LANE STATIONS: 11+99.58 -12+71.41 2 15' T.l.=4.5 (SEE NOTE I) NO SCALE l2.08'-12.20' f s\\ol'lll oi~ · "60(.£ otl P 2 -2%-VARIES I TYPICAL SECTION -PVT. LANCEWOOD LANE STATIONS: 12+71.41 -12+76.88 T.l.=4.5 (SEE NOTE 1) NO SCALE 15' 12.20-!.J.05' 5\\0'1<1.:l f f_\§,~· Rof\1-f, 0~ p 18' PARKING 5 TYPICAL SECTION PVT. LANCEWOOD LANE STATIONS: 12+76.88 -12+98.85 T.l.=4.5 (SEE NOTE I) NO SCALE STREET LICHT STREET LICH 1 ............ 15' 2'f-------'---------f-J.><1 .J.IB, 05,::'...:.L:fo/ 4.,cli.._.J 2' 2 TYPICAL SECTION -PVT. LANCEWOC)D LANE STATIONS: 12+98.85 -13+23.82 5' 4 T.l.=4.5 (SEE NOTE !) NO SCALE 15' 14..72'-l5' .J VARIES STT?EET L.CH~ 18' PARKING 2· TYPICAL SECTION -PVT. LANCEWO()D LANE STATIONS: 13+23.98 -13+56.82 STREET LICHT- 5' 2' T.l.=4.5 (SEE NOTE I) NO SCALE 15' /5' f 5\\0~ f\.f,~-Rofl'-f QI' p 2% - 5' 4. TYPICAL SECTION -PVT. LANCEWO()D LANE STATIONS: 13+56.82 -13+82.68 STREET LICHT- 5' 2' T.l.=4.5 (SEE NOTE I} NO SCALE !5' 15' f 5110~ f_\,f~-\<ff'(.£ QI\ p 2 VARIES 2% -- I 5' 4. TYPICAL SECTION PVT. LANCEWO()D LANE STATIONS: 13+82.68 -13+94.06 T.l.=4..5 (SEE NOTE!) NO SCALE LEGEND FOR SECTIONS: (}) 4.• AC PA vf:MENT Ovf:R 6' AGGRECA TE BASE (MIN.} THICKNESS TO BE DETERMINED BY R-VALUE TESTS CONDUCTED PER STREET NOTES, NO. I (l) CURB AND CUTTER TYPE 'C' PER SDRSD C-2 (I) PCC CUTTER PER DETAIL ON SHEET 6 (!) 4• PCC SIDEWALK SDRSD C-7 @ 6' CURB PER SDRSD G-1 @ CONCRETE DR!vf APPROACH 0 10' MOE CONCRETE CROSS CUTTER PER SDRSD C-12 NOT£!! £1.ECTRONIC DATA FILES AR£ FOi? REFERENCE IN. Y ANO ARE NOT TO BE USED FOR HORIZONTAL OH 'IERTTCAl Sl/R'Cf Ca-/TNOL ,---,-------,---------.--~-I~_=r___,_ -_ -___r;::;~~~~~~~~~ i------t--+-----------1--------1---+-----'--' ~ CITY OF CARLSBAD SHEETS ~ ENGINEERING DEPARTMENT 4-XB t--+--t-------------+--+---+----'---' IMf'IIOVDl£NT PWIS FOR: DESIGNED BY: _C.=0~. _ DATE:~ "AS-BUILT " BENCHMARK: LA COSTA GLEN NORTH Civil Engineering Plonning Processing Surveying1 DRAWN BY: J.S., C.F. SCALE: 1' • 20' PROJECT MGR.· G.0. JOB NO.: 02-1039 t-----------__.j P.E. ENGINEER OF WORK: REVIEWED BY: GE! INSPECTOR EXP, __ _ DATE DATE DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS. 6215 t--+--t---------------1-----1----+-----1----J LOCATION: NORTHEAST CORNER OF LA COSTA Avf 1---+--t---------------1-----1---BRIOCE OVER ENCINITAS CREEK, 185' M:ST 1 4---+--------l APPROVED <Jr OF EL CAMINO REAL .4 1' < < z=f7 ~~·e 'I, LLOYD HUBBS <r / .,,_/45: f'E 23889 ~f1RES £31-os CITY ENGINEER '"> Dl<TE RECORD FROM: RECORD OF SURvf:Y !7271 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: 19.58 BASED ON NCV/J 1929 DATE INITIAL CITY APPROVAL DWN BY: · · · · PROJECT NO. CH KD BY: p <.:f 0. RVWD BY: 'i)Ejl.. 5. ,P. 98-0 f J4 I: \021039\02.39105.dwg Mar 16, 2005 2:36pm Xrefs: 02391 DRAWING NO. 419-9 C4lJTTON !! STREET LIGHII--T~ x=-=;;;;i. - 5.5'-6' t?'+ . .,_ .. 20' 20' I EXISTING LEVANT£ STREET (PR/VA TE) 16' (PER D/IC 349-3) NO SCALE 32' 16' 5' EXISTING SIL VERLEAF CIRCLE (PR/VA TE) 20' 10' 10' (FXIST. STREFT "A. PFR DIIC 349-3) NO SCALF 12' O' 5' 2' 12' SECTION A-A SECTION C-C NO SCALF NO SCALE 5' 24' 12' 12' o• CURB FACF---.., I QY I SECTION 8-8 NO SCALE LEGEND FOR SECTIONS: (j) 4• AC PAVE/JFNT OVER 6" AGGRFGATF BASE (MIN.) !HICKNFSS TO BE DETERMINED BY R-VALUF TESTS CONDUCTED PER STREFT NOTES, NO.I (l) CURB AND CUTTER TYPE 'G' PFR SDRSD G-2 0 0 ,1• PCC SIDFWALK SDRSD G-7 ,1• DFCORATIVE PAVEMENT (PER LANDSCAPE PLANS) OVER 6' AGGREGATE BAS£ (MIN.) !HICKNFSS TO BF DETERMINED BY R-VAL VE TEST CONDUCTFD PFR STREFT NOTES, NO. I CONTRACTOR TO l£RIFY THE: EXACT lOCA TlfAV CT EXISTINC UTl/JTTES IN THE: flE1.0 PHIOR TO CONSTRUCTlav! 2710 Loker AYenue West Suite 100 Corl!lbad, Californ;o 92008 760-931-7700 Fox: 760-931-8680 CMI Engineering Planning Processing Surv11ying lC!'Jt Hi.1 o' r.nn.,, dtnnt-, lnr 2' TYPICAL F.H. LOCATION I 2' I f I 4' Pli' SLEEVE I I • (SCH. 40)-----..., , -6 Pli' SLEEVE I I {CL 200) /!UN f I I DETAIL NO SCALE I 4" Pli' SLEFVE / (SCH. 40) OfYA1lfll "> u· "i "' J f (::_ 4' Pli' SLEEVE _.,,,/'JO~ A (SCH. 40) ~ 6' Pli' SLEFVE (CL 200) ;,., ~ "i .::: '---' DETAIL '8 1 36' STORMDR~ 0.64' 5.20 Fl 54.97 CLEAR 0,5:...,::::c~~=i=.54.33 CONCRETE ENCASEMENT--....., .. :()~1 53.83 PER SDRSD S-7 -::::::-:::,,'-t-5131 1£ I 5• SEWER LA TERA[_/ FOR GRFASE INTERCEPTOR DETAIL 1C1 NO SCALE 36. STORMDRAIN ~~_)".-"'~=55.17 Fl 54.94 OJJ' CLFAR 0.5--' r~~:;;:==i:~r~21 5171 3' 1.5' 1.5' LEVfl I I 1/2'"'-'-""1-- 1/2' ROUND {r!P.) LINE n'PICAL SECTION PCC CUTTER .l'«<t«(' NOT TO sr:ME =1' --'-'o=-'--+---'-'o"-·--1-2::-..j', f /JIN. D. C. TRAIL I GRADED SWALF _I '---1,___ I STORM DRAIN CATCH BASIN 8' Pli' REC. WA TER_,,.0 ~ I - 4:12 BATTER T'IPICAL F.H. LOCATION NOSCAlE CONCRETE FNCASEJ,(EN T------.... r ~ ~ PFR SDRSD S-7 '·',._ , I J / 5119 IE 8' Pli' SFM:R J -----~;:::J0T1--STORM DRAIN CATCH BASIN 6' SEM:R LATERAL ':;,"----' DETAIL _ TYPICAL SECTION -0. G. TRAIL NO SCAI.£ NO SCA/.£ Manhole ID Number UPS MH Pipe Pipe Pipe Slope Location of Manhole (Address) MH Rim El. MH Invert El. MH Depth (ft) Manhole Type coordinates length dla. material Upstream Downstream (feet) (feet) (ANG,STD,DE,DRP,SMT) No. of Lines through MH UPS OWN x y (feet) (IN) (%) Address Description Address Description UPS OWN UPS OWN UPS OWN UPS OWN UPS OWN 09-10500 TO 09-10510 6249805.25 1973294.30 39.38 8 PVC 1.14% Rushrose Drive Street Rushrose Drive Street 76.35 76.72 66. 71 66.26 9.64 10.46 SMT ANG 1 1 -c--+---,---=--+----,-,-,-,,--+-----,,---+----+------1 09-10510 TO 09-10520 6249768.79 1973313.88 93.81 8 PVC 1.36% Rushrose Drive Street Rushrose Drive Street 76.72 75.85 66.06 64.78 · 0.66 11.07 ANG ANG 1 1 09-10520 TO 09-10530 6249771.54 1973411.531 110.78 8 PVC 1.18% RushroseDrive Street RushroseDrive Street 75.85 74.70 64.58 63.27 -1-.2-,-7---f--11-_-43---1--A..,.N,.,..,,G--+---A-N,...G-,,---+---1--+---1---1 *09-10530 TO 09-10540 6249734.23 1973519.49 218.23 8 PVC 3.00% Rushrose Drive Street Rushrose Drive Street 74.70 72.48 63.07 56.53 '1.63 15.95 ANG ANG 1 1 --+------t----CC--+-----'--'-"'---+--'---+----'-----1 *09-10540 TO 09-09380 6249665.77 1973730.79 15.17 8 PVC 2.97% RushroseDrive Street RushroseDrive Easement 72.48 72.70 56.33 55.88 16.15 16.82 ANG STD 1 1 09-10600 TO 09-10610 6249634.52 1973833.81 72.25 8 PVC 4.18% Rushrose Drive Street Rushrose Drive Street 71.40 70.66 64.18 61.16 ,...7_..,.22-,--+---9-.5-0---1----,D,..,Ecc----+--'-s-TD--+---'-1--+---1---1 09-10610 TO 09-10620 6249612.97 1973904.85 36.05 8 PVC 4.80% Rushrose Drive Street Rushrose Drive Street 70.66 70.25 60.96 59.23 9. 70 11.02 STD ANG 1 1 -:--+-------+----c-=--+------,,---+----+------1 09-10620 TO 09-10630 6249601.34 1973943.18 44.24 8 PVC 4.86% Rushrose Drive Street Rushrose Drive Street 70.25 69.80 59.03 56.88 11.22 12.92 ANG ANG 1 1 *09-10630 TO 09-10640 6249612. 41 1973990. 65 47. 71 8 PVC 5. 07% Rush rose Drive Street Rushrose Drive Street 69. 80 69. 08 56. 68 54. 26 13_ 12 14. 82 ANG ANG 1 1 *09-10640 TO 09-10650 6249648.44 1974029.13 29.57 8 PVC 5.01% Rushrose Drive Street Rushrose Drive Street 69.08 67.66 54.06 52.58 15.02 15.08 ANG STD 1 1 *09-10650 TO 09-10450 6249673.49 1974052.95 123.13 8 PVC 0.50% Rushrose Drive Street Rushrose Drive Street 67.66 62.45 52.38 51.76 15.28 10.69 STD ANG 1 2 --,--:-:,---t---:-c-:---+----::-:-:::::---+---o-:c-c::--+----+-------t 09-10300 TO 09-10310 6248899.60 1974306.90 199.07 8 PVC 8.09% Lancewood Lane Street Lancewood Lane Street 101.03 82.25 90.87 74.77 10.16 7.48 SMT ANG 1 1 09-10310 TO 09-10320 6249098.92 1974308.35 67.87 8 PVC 7.90% Lancewood Lane Street Lancewood Lane Street 82.25 76.51 74.57 69.21 -=7_-=6-::8-t---7=-_3=-o---,t----:A-:--N:-cG--+--A-N-=G---t--1--+--1---1 09-10320 TO 09-10330 6249166.09 1974282.77 57.97 8 PVC 4,35% LancewoodLane Street LancewoodLane Street 76.51 73.19 69.01 66.49 7.50 6.70 ANG ANG 1 1 ---1-------+------+---------+-------09 -10330 TO 09-10340 6249227.37 1974273.57 88.63 8 PVC 1.00% Lancewood Lane Street Suncuo Wav Street 73.19 71.44 66.29 65.4 6.90 6.04 ANG ANG 1 2 ---1-------+------+---------+-------09 -10340 TO 09-10350 6249319.95 1974276.60 87.28 8 PVC 0.50% Suncuo Wav Street Suncuo Way Street 71.40 73.11 65.20 64. 76 6.20 8.35 ANG ANG 1 1 ---+-------+------+---------+-------09 -10350 TO 09-10360 6249311.45 1974367.21 237.94 8 PVC 0.70% SuncuoWay Street SuncuoWay Street 73.11 72.10 64.66 62.99 8.45 9.11 ANG ANG 1 1 -"--'-'---l----'-'-'-'---+--~'-'--=--+---'c.;;..:.-=---1---'----l----'----I 09-10360 TO 09-10370 6249247.26 1974600.48 28.35 8 PVC 0.78% Suncuo Way Street Suncun Way Street 72.10 71.85 62.79 62.57 9.31 9.28 ANG ANG 1 1 09-10370 TO 09-10380 6249258.42 1974630.84 133.37 8 PVC 0.68% Suncup Way Street Suncup Way Street 71.85 70.48 62.37 61.46 -'-'9_-'-4-8--,1----'9""_0"-'2'----ll---'--A'--N..cG __ +--A'--N'-'-"'G---t---'-1--+--c1---1 09-10380 TO 09-10390 6249352.33 1974731.11 46.62 8 PVC 0.80% SuncuoWav Street SuncunWav Street 70.48 69.72 61.26 60.89 9.22 8.83 ANG ANG 1 1 09-10700 TO 09-10390 6249375.40 1974855.53 115.79 8 PVC 3.20% Mesauite Court Street Suncun Wav Street 71.57 89.73 64.57 60.89 7.00 8.84 SMT ANG 1 2 09-10390 TO 09-10400 6249401.83 1974740.85 44.60 8 PVC 0.80% Rushrose Drive Street Rushrose Drive Street 89.72 69.42 60.69 60.33 9.03 9.09 ANG ANG 1 1 09-10400 TO 09-10410 6249449.86 1974734.30 198.04 8 PVC 0.80% Rushrose Drive Street Rushrose Drive Street 69.42 69.82 60.13 58.55 9.29 11.27 ANG STD 1 1 09-10410 TO 09-10420 6249597.32 1974596.20 183.14 8 PVC 0.80% Rushrose Drive Street Rushrose Drive Street 69.82 64.94 58.45 56.84 -11-.3.,,7-+---8-.-10--t----s...,.~-'D---+---"A-N....,G---1--1--+--1---1 09-10420 TO 09-10430 6249733.90 1974468.28 26.83 8 PVC 0.50% Rushrose Drive Street Rushrose Drive Street 64.94 62.83 56.64 56.51 8.30 6.32 ANG ANG 1 1 09-10430 TO 09-10440 6249749.49 1974441.67 100.26 8 PVC 0.50% Rushrose Drive Street Rushrose Drive Street 62.83 60.54 56.31 55.81 -6-.5--2-1---4.,..._,..73--t----,A-,-N'"'G,----+---s..,,~""o---1--1--+--1---1 09-10440 TO 09-10450 6249755.78 1974337.61 185.00 8 PVC 2.13% RushroseDrive Street RushroseDrive Street 60.54 62.43 55.71 51.76 4.83 10.67 STD ANG 1 1 --------1------------+----+-----< 09-10450 TO 09-10460 6249759.29 1974147.39 58.90 8 PVC 0.50% Rushrose Drive Street -Easement 62.49 63.75 51.56 51.27 10.93 12.48 ANG ANG 2 1 *09-10460 TO 09-10470 6249814.40 1974117.09 302.79 8 PVC 0.50% -Easement -Easement 63.75 67.98 51.07 49.56 1"'"2,.._6"'"8=--+---1-=-a_-4...,.2--t-----,A-,-N'"'G,----+---,,A.,.N...,.G---1--1--+--1---1 *09-10470 TO 09-9390, 62.4984453 1973811.78 .22.32 8 PV,C .. 0.50% -Easement -Easement 67.86 69.83 49.36 49.25 18.50 20.58 ANG_.. ANG 1 2 / 0 'I-I /J Z Ln "7o 'O'I -/t> J ~ ~-62 '19 °31'?-zt,; /; . oo . .YA i? o. tu 8 l'/A' (). 7/! -Z 5 t/Jt/t'U ;tJ WA {I .S~~--r SU/tlct,;P .,,,,, if ~..,~~"'-'--¼--L7"'-'-':,_ /"',6-+-'-7,.£..:1/..<.?,,__."i+--"'U::::,'-'7--'' Y:......+-"""'/.;, ._,.I'..,._. ?-1--'--:9.:", 3':''/---i--":9.:-"_--,,:;,;/):...,,,,:-, -t-,,--'-:A_-"'""'"""'-t-~s.::.; 17)~-+-.:.,., 1-t---,/:C,. ...,...-1 ( • PIPE SEGMENTS WITH DEPTH GREATER THAN 12' SHALL BE PVC, C-900 PER LWD STANDARD SPECIFICATIONS. ' ( J.!o~>'ft:.·LJ A02,;' •~L-q.~L!l. 77J-t...E.OI.:.J.'I-1~0~37oe._-1~~~Zc!'IIc'l,i!~ff~, 8U..~µl~•97t;7-flt.2,W3r,_: .• '7.'!l'RlJ.-_..E:3-~s.~;eW-=8~-l-~?'.f.JJ,C!;,;_-1_Eco . ._;_7'.18!.<%~i-,;,5.~4'::aw'.f<:'gf!_'-'P..!.m~~2U.Y:_-1-~=~'.E'.'cc/£Z._--l-_;,.5~,.M:{(e'.J,.,,,'r4~LV~~~ =,'----1--'7:.<.:... /., 9L...l...?-J-'7~L._..· /1.""it.-t_,d,"'e"". d,..,o"'-+-"'-"'t"".Su....?+'·'"'-_.,_,,, 2'1_1-~9.c.:.,.= ?A_+---'5:::.12c.:ZJe:___-1-~M'i=',:;;z..__-+--L1_--+---'l'----I i-t----r--+---+--------1----~1------¼---+--+----+----+--------+------+-------f-----+---J---+----f-----l----+-----1------+------+-----+------1 [___,,~•·· ' DESIGNED BY: ~C.Q=•--DATE: DEC. 2003 "AS-BUILT " DRAWN BY: J.S,, C.f, SCALE: 1° • 20' PROJECT MGR.· G.Q. JOB NO.: 02-1039 >------------------' P.E. EXP ____ _ DATE ENGINEER OF WORK: REVIEWED BY: DATE:J/h/,r RCE: ~ INSPECTOR DATE 5£W£R G/5 TABLE ,, • '·, • "<· l''•>•h~ru r-' ---t· . ' ,., •~,,,.,,., M~(•,'"'''-''' ,,-----""'--;__"""'------------,,'-.... NOTE!! BENCHMARK: B.ECTRONIC DA TA FllES AH£ FOR HEHH£NCE ONLY ANO AH£ NOT TO BE USED FOR HtRZfAVTAl OH ~1/CAl SIJR'fCY CONTRa. I SH6EET I CITY OF CARLSBAD I SH4E~~ I r----1----i------------------1-----1--·-+----+----1 ENGINEERING DEPARTMENT /IC r----t----t-----------------+-----1----+----!----1 IIIPIIOVDICNT PLANS FOR: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS 6215 i----+----+----------------+----1----+--~>----< APPROVED#I'" LOCATION: NORTHEAST CORNFR OF LA COSTA A VE BRIDGE OVER ENCINITAS CREEK, 185' MST OF El CAMINO RFAL i----+----+----------------+---1----+--~~--< && ,:~ /A'""~ LLOYD HUBBS ~/v/,-,5 PE 2388ilkXPIRESdi=5HJs CllY ENGINEER D'ATE RECORD FROM: RECORD OF SURVEY 17271 ELEVATION: 19.5.8 (BASED ON NGVD 1929) r-.,,~,);~1~1 /~,04;ss~,Olw;_'. !~f,\~Al::;n~. ~u;;.:ere~~~-~:::..,_~Z( ?A'~===t~"fJ..l~~•tl•~~~MY,,r_,, .s'-_, • A.d, ;:;;::::;::::;:::;::::;::;:;:::;:;:;::::::,-;========:::;-;:::===~ I-= "'-=~-+~¥-~~'Jr~ DWN BY: ·'·"·' ·'· PROJECT NO. DRAWING NO. DATE 111NITIAL DATE INIT_IA-+_D_Af_lE~_"'_IT_IAL__, CHKD BY: &,,!,5" r/A I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVA CITY APPROVAL RVWD BY: j)EA, S.D.P. 98-01{A1 419-9 1: \021039\02J9106.dwg Mar 16, 2005 2: 46pm Xrefs; 02391 / C =E °" (i) 2. .l::ai,. ,a::,._ CX> "° I "° j _ - LWD SEWER NOTES I. LWO APPROVAL OF THESE PLANS DOES NOT RELIE'rf: THE APPLICANT. PRIVATE £NC/NEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCO'rf:RED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, ANO CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COIJNTY WATER DISTRICT SEIIER STANDARDS ANO TO TH£ REQUIREMENTS OF TH£ STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GR££NBOOK) ANO THE REC/ONAL STANDARD ORAlt/NGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LIIV SEWEii STANDARDS GOVERN. J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOIIED AT ALL TIMES lt/THOUT EXCEPTION. ~. TH£ CONTRACTOR SHALL HAW A COPY OF THE SE!lf'R NOTES 2. &-J. DOCUMENTS ON THE JOBS/TE A T All TIMES. 5. THE CONll?ACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTtR THE DATt OF FINAL ACCEPTANCE BY LW/J AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROW D£F£CT!vF IN WORKMANSHIP AND/OR MA TtRIALS It/THIN TH£ ONE IFAR PERIOD lt/THOUT EXPENSE lllfA TSOEVER TO l WO. 6. QUANTITIES SHOWN HEREON ARE FOR BOND £STIMA7t PURPOSES ONLY. NEITHER THE PRIVATt ENC/NEER NOil l//0 CIJARANTEI THE ACCIJRACY OR COMPLElfN£SS OF TH£ SEMJI {){JANT!l/£S. 7. PRIOR TO CONSll?UCTION, THE CONTRACTOR SHALL SIIBMIT SHOP DRAWINGS REPRESENT/NC ALL MA TtR/AlS ANO SUPPLIES SATISFACTORY TO LWO. WORK SHALL NOT COMMENCE IINT/l SUCH MATERIALS ARE APPROvFD BY LWO. 8. PRIOR TO BEC/NNING SEWER WORK, THE L WO INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS ANO SHALL COMPLY WITH LIIV STANDARD SPEC SURVEY REQU/R[J,(ENTS. 9. PRIOR TO BEC/NNING SEIIER WORK, CONll?ACTOR SHALL SECURE A LW/J PERMIT FOR CONSll?UCT/ON AND SHALL PROV/OE A MINIMUM OF 48 HOURS NOTICE TO LWO PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, ANO/OR OTHER APPROPRIATt AGENCIES. II. CONll?ACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE D/Sll?ICT ENGINEER SHOWING THE DESIGN OF SHOii/NC, BRACING, SLOPING, OIi OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CA I/ING GROUND DURING TRENCH EXCA VA TION ANO PIPE !NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FlvF FEET OR MORE IN DEPTH. IF TH£ PLAN VARIES FROM TH£ SHORING SYSTtM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, Till£ 4 CALIFORNIA A/JIIIN/Sll?A TIVE CODE, TH£ PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWO INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEIIER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CON- TRACTOR SHALL DEWATER ANO MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT ANO COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. All PIPE ZONE MATERIAL LOCATED IN IIET OIi AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEO TEXTILE MATERIAL. SUITABLE GEO TEXTILE MATtR/Al SHALL BE SUBMITTED TO THE DISTRICT ENC/NEER FOR REVIEW AND APPROVAL. CONll?ACTOR SHALL OBTAIN DEWA TERINC PERMITS AS NECESSARY AND RETURN OF GROUND- WATER TO /HE SEIIER SHALL NOT BE ALLOIIED. /J. THE EXISTtNCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PR/VA TE ENGINEER's KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. A TTENTION IS CALLED TO 1HE POSSIBLE EXISTENCE OF O /HER UTILITIES OR STRUCTIJRES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. U. APPROVAL OF THIS PLAN BY LWO DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE It/THIN TH£ LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT {800) 422-4/JJ, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAi., STA TE, AND FEDERAL SAFETY REG1/LAT/ONS INCLUDING, BUT NOT LIM/TtD To. TRENCH SAFETY AND CONflNED SPACE ENTRY. 11. SOILS REPORTS SHALL BE SIIBMITTEO TO LWO BY A QUALlf/ED SOILS ENC/NEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LW/J STANDARD SPEC. 18. SEWEii ELEVA T/ONS SHOWN ARE INVERT ELEVATION (/.£). INSIDE BOTTOM OF PIP£ 19. All REVISIONS TO DRAlt/NGS SHALL BE APPROVED BY THE LWO DISTRICT ENGINEER IN W/1/TING PRIOR TO CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETt RECORD OF CHANCES ANO SHALL MAKE SIICH RECORD AVAILABLE TO THE PR/VA TE ENC/NEER. THE PR/VA TE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWO FOR REVIEW AND APPROVAL PRIOR TO f/NAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET. INCLUDING COLLECTORS ANO LATERALS, UNLESS OTHERWISE APPROWD IN W/1/TINC BY THE DISTRICT. TRENCH SHALL BE BA CK FILLED OR PLA TEO A T THE CONCLUSION OF EA CH DAY OF WORK. 22 THE CONTRACTOR SHALL PROTECT ALL SURvFY MONUMENTA TION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURvFYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANG£ PER STA TE LAW. 23. A MINIMUM OF 12 INCHES vFRTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEIIER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEIIER /WATER ANO SEIIER / RECYC/.£0 WATER SHALL COMPLY WITH LWO STD DWG S-2 ANO WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS. 25. CONNECTIONS TO EXISTING SEIIER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWO INSPECTOR. NEW SEWEii SHALL NOT BE CONNECTED OR ALLOIIED TO flOW TO EXISTING SEIIER UNTIL AFTER FINAL ACCEPTANCE OF All UPSTREAM WORK BY THE LWO INSPECTOR, OR AS APPROVED BY DISTRICT ENC/NEER. 26. ALL SERVICE LA TtRALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEIIER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LW/J ON THE PLANS. 21. A 2-/NCH HIGH •s• SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 CAGE SH/£LDED COPPER WIRE SHALL BE BURIED OvFR EACH LATERAL. THE WIRE SHALL EXTtND UP TO A 2" COPPER TAG TIED ANO SOLDERED TO TH£ WIRE THE TAG OvFR THE SEWER MAIN SHALL TERMINATE 6' ABOVE PAIi/NC SUBCRADE WITH FINAL LOCATION JUST BELOW PA I/ING. THE TAG OvFR THE CUSTOMER £NO OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTtD ANO SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LIN/NC, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING ANO PREvFNT UNEvFN SETTLEMENT. PIPE SHALL BE PROTtCTED AGAINST FLOTA T!ON AT All TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES lllfEN CONSTRUCT/ON IS NOT IN PROGRESS. JO. PIPE JOINTS SHALL NOT BE DEflECTEO UNLESS SO DESIGNED ANO SHALL THEN BE UM/TtD TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFCR. JI. SEftf'R PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SE/lfR STANDARDS. WATER JETTING SHALL NOT BE ALLOIIED. 32. ALL LA TtRALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWA rs. JJ. JOB MIXING OF CONCRETE IS NOT ALLOIIED WITHOUT EXCEPTION. CONCRETE TESTING BY LHfJ WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROvFD EQUAi., MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTtR CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SE/lfRS WITH DISTRICT ENC/NEER APPROVAL. J.5. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAW A 2" BY 2" aum RUBBER GASKET PLACED IIITHIN .THE FULL CIRCUMFERENCE. GASKET SHALL BE LWD SEWER NOTES CONT. Jli. All MANHOLES SHALL BE VACUUM TESTtD 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND J) SIIBSEQUENT TO ANY SUSPECTED MOvFMENT OR DAMAGE AFTER BACKFILL. 37. All SEWl:RS AND LA TtRALS SHALL BE WAYNE BALLED, LOW PRESSIIRE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWO. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF All OTHER UTILITIES AND UTILITY LATERALS. J8. ALL SEIIERS AND LATERALS SHALL 8£ IN PLACE AND SHALL HAW FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PA I/ING. 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETtR PER l 11V STD. owe S-J. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-/NCH AND LARGER PER LWD STD. DWG S-4. 40. ALL MANHOLES SHALL BE LINED WITH !NTECRALL Y LOCKING PJ.C (T-LOCK) OR A POL 'rVRETHANE PROTECTIVE LINING SYSTEM PER SECT 500-2 OF THE CREENBOOK. 41. All NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXIST/NC WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SP/COT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXJSTINC SEIIER. 42. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM flOW IN THE EXISTING SEWEii SHALL BE TEAIPORARIL Y PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LW/J SEIIER. IN LOCATIONS Wl1H SIGNIFICANT UPSTREAM FLOW, LHfJ MAY REQUIRE TEMPORARY PROVISION OF DUTY ANO BYPASS EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOIIED. 43. FOR CONNECTION OF PLAIN ENO TO PLAIN END pi,i:: SEM:R, REPAIR COUPLINGS SHALL BE MADE OF pi,i:: MA TER!Al MEETING THE SAME MATER/Al REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. pi,i:: SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETtD WITH NO CENTER STOP. PIPE ENOS SHALL BE THOIIOUGHL Y CLEANED PRIOR TO INSTALLATION OF TIIE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED All TH£ WA Y ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOIN/NC PIPES SHALL 8£ ALIGNED TOCETHE!r ANO THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. pi,i:: SEWEii REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE, OR EQUAL APPROvFD BY THE LWO DISTRICT ENC/NEER. #. pi,i:: OR VITRIFIED CLAY PIPE (vrP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXJSTINC 1-CP. FOR CONNECTION OR REPAIR OF PLAIN END i,i::p TO WY OR vi;:p TO Pit; A ROMAG INDUSTRIES, INC. STYLE 501, OIi APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A CASKET RANG£ FOR EACH ENO OF 1HE COUPLING TO MATCH THE OUTSIDE DIAMETER OF TH£ PIPE ON THAT SIDE OF THE CO/JPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTI.I A5J6, GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPOXY COLOR CODED TO THE TYPE OF CONNECTING PIP£ CASKETS SHALL BE SBR PER ASTI.I D2000 MBA110, COMPOUNDED FOR WATER AND SEWER SERI/IC£ ALL NUTS AND BO!. TS SHALL BE TYPE 316 STAINLESS STEEL. 45. CONTRACTOR TO ADJUST MANHOLE RIM TO NEW GROUND ELEVATION WITH CAST IRON RISER RINGS PER LWO SPEC/FICA TIONS. POTABLE WATER NOTES /. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT {DISTRICT) STANDARD SPEC/FICA T/ONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DA TE ON THESE PLANS. CONTRACTOR SHAI.L HA vie A COPY OF THE STANDARD SPEC/FICA 1/0NS ON TH£ JOB SITE AT ALL TIMES. 2 THE SUBMISSION AND REVIEW OF All SIIBM!TTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIF/CATIONS AR£ TO BE ACCOMPLISHED PRIOR TO PRE CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. .1 UNLESS OTHERltlSE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE ORY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE N01/Fl£D TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORO/NA TE WITH DISTRICT All ARRANGEMENTS FOR HIGH-LIN/NC TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUlDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK /'I/TH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENC/IING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEC!N OR PROCEED WITHOUT DIRECTION OF THE DISTRtcrs INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTI.IENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. 1/iE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA• TO HA VE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE 800-227-2600) 8. ALL EXISTING FACILITIES 1111/CH MAY AFFECT PROJECT CONSTRUCTION/.£, LINE CROSSING, LINE PARALLEL/NC, OR PROPOSED CONNECTIONS SHALL BE FIELD vFRIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH ANO INSTALL PER TH£ STANDARDS SPEC/FICA TIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOvF All PUBLIC WATER LINES INC/.UDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WA TtR MAIN PROFILE, TOP OF PIPE PROFILE IS 48-/NCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. II. ALL DEFLECTIONS {HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT}. NO BENDING {CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT All HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX ANO LOCA 7t BEHIND CURB UNLESS OTHERWISE APPROvFD BY THE DISTRICTS REPRESENTA Tl'IE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTA Tl'IE. /J. INSTALL A MINIMUM /-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATtD 5 FEET FROM A SIDE LOT LIN£ A J/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXJST/NC CURB OR IMPRINTEO IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METtR BOXES SHALL NOT BE PLACED WITHIN DRIVEWA rs OR SIDEWALKS WITHOUT DISTR/crs PRIOR W/1/TTEN CONSENT. 15. ALL WATER SERVICES FOR /RR/GA TION. MUL 1/PLE RESIDENTIAL COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HA vie AN APPROVED BACK FLOW PREVENTION DEVICE ON CUSTOMER's SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VAL VE LOCATIONS AND PROVIDE W/1/TTEN DIMENSIONS TO INSPECTOR IMMEOIA TtL Y UPON INSTALLA T/ON OF VAL vFS. 17. LINE VALVES, WHERE REQUIRED AT STREET INTtRSECTIONS SHALL BE LOCATED ON THE PROI.ONGA TION OF THE STREET RIGHT-OF-WAY lllfENEvFR POSS/BL£ 18. FIRE HYDRANTS, AS APPROvFD BY THE APPROPRIA 7t FIRE DISTRICT AND MEETING THE 0/SlRICrs STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATlONS SPECIFIED BY THE FIRE DISTRICT. 19. All DESIGN CHANCES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTA TlvF IN Wl?ITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANG£ 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE O!.IWO PROCEDURES IN THE STANDARDS SPECIF/CA T/ONS. THE CLASS OF PIPE SHALL BE USED AS THE OESIGNA lEO WORKING PRESSURE FOR TEST/NC ALL PIPE, VAL vFS (CLOSED) AND APPURTENANCES. CPS-210 BY PRESS-SEAL CASKET CORP., OR APPROl/f'O EQUAL ~---------------,--------------- 0/~ "AS-BUILT CAUTION!! CONTRACTOR TO 1£/?IFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE F!ELO PRIOR TO CONSTRUCTION! . C O N S U LT AIN T S 2710 Loker Avenue West Suite 100 Corlsbod, California 92008 760-9.31-7700 Fox; 760-9.31-8680 Civil Engin11ering Planning Processing Surveying DESIGNED BY: C.0. DATE: DEC. 2003 DRAWN BY: J.S .• C.F. SCALE: 1" = 20' PROJECT MGR.,. G.Q, __ JOB NO.: 02-1039 f------------------1 P.E. EXP, ___ _ ENGINEER OF WORK: REVIEWED BY: INSPECTOR 21. PIPELINE AND APPURTtNANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWO STANDARD SPECIF/CATIONS PR/OIi TO TIE IN OR CONNECTION TO EXISTING SYSTEAI FACILITIES. BACTER/0!.0C/CAL QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPEC/FICA TION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTtD PR/OIi TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROV/OE POST CONSTRUCTION VERIFICATION OF TH£ LOCATION AND ELEVATION OF PIPES AND APPURlfNANCES. 23. CONTRACTOR SHALL GUARANTtE ALL WORK FOR A PER/0.0 OF ONE (I) IFAR AFTER THE DA 7t OF ACCEPTANCE FOR THE PROJECT. CONll?ACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK 1111/CH MAY 8£ DISPLACED IN SO DO/NC THAT MAY PROVE DEFECT/vie IN WORKMANSHIP AND/OR MATERIALS It/THIN THE ONE-YEAR PER/0.0 FROM THE DATt OF ACCEPTANCE WITHOUT EXPENSE lllfA TSOEvFR TO THE D/Sll?/CT, ORDINARY IIEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. FOR ALL APPLICATIONS UTILIZING NON-HEX HEAD BOLTS, INCLUDING, BUT NOT LIMITED TO, T-BOLTS ON MECHANICAL JOIN FITTINGS, THE BOLTS AND NUTS SHALL BE COATED WITH A FLUOROPOLYMER CORROSION INHIBITING COATING. /HE COATING SYSTEM SHALL BE TR/PAC 200.0 BLUE COATING SYSTEM, OR DISTRICT APPROWD EQUAL THE PROPOSED COATING SYSTEM SHALL BE APPROvFD BY THE DISTRICT PRIOR TO INSTALLATION IN THE FIELO. THE COATING SYSTEM SHALL BE APPLIED PER THE MANUFACTURER's RECOMMENDATIONS. 25. ALL VALW BOX INSTALLATION FOR BURIED VALvFS IN PUBLIC PAvFD STREET WITHIN THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNT'l'S REC/ONAL STANDARD DRAWINGS NO. W-/2A AND W-12B FOR VALW M"ll COvFR ANO VALvF HflL FRAME AND ASSEMBLY. RECYCLED WATER NOTES /. THE RECYCLED WA T£R SYSTEM SHALL CONFORM TO TH£ RULES ANO REGULATIONS FOR RECYCLED AND NON-POTABLE WATER SERVICE OF THE OL/vFNHAIN MUNICIPAL WATER DISTRICT. ORDINANCE NO. 175, DATtD MARCH 1989, AND ALL SUBSEQUENT AMENDMENTS. 2. RECYCLED WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE /'I/TH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OL/VENHAIN MUNICIPAL WATER DISTRICT STANDARD SPEC/FICA TIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO /HE 0/SlRICT APPROVAL DA TE ON THESE PLANS. CONTRACTOR SHALL HA VE A COPY OF THE OMWO STANDARD SPEC/FICA TIONS ON THE JOB SITE AT ALL 1/MES. J. THE SVBMISS/ON AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS. SIX SETS) AS REQUIRED BY TH£ OMWO STANDARD SPEC/FICA TIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. 4. UNLESS OTHERWISE NOTtD, CONNECTlONS TO EXISTING MAINS SHALL BE MADE ORY. THE TIME ANO DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO IIEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 5. CONlRACTOR SHALL COORDINATE It/TH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING lEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 6. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT. IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 7. NO WORK MAY BEGIN OR PROCEED lt/THOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTI.IENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 8. CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA• TO HA vie UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BE/NC PERFORMED IN PUBLIC RIGHT-OF-WAY. 9. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL CONSTRUCTION, I.E. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD vFRIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 FEET OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. 10. THE CONTRACTOR SHALL FURNISH AND INSTALL PER OMWO STANDARDS SPEC/FICA TIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOvF All PUB/IC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. II. RECYCLED WATER MAIN SHALL BE PURPLE pi,i:: PIPE AWWA C 900, WITH 2 CONTINUOUS METALLIC TAPE STRIPS, STAMPED "RECYCLED WATER.• STRIPS SHALL BE SET AT TOP OF PIPE AND AT 24' ABOvF THE PIPE. 12 lllfERE ELEVA T!ON AND GRADES ARE NOT SHOWN ON THE WA TtR PROFILE, TOP OF PIPE PROFILE IS 5 1/2 FEET {66 INCHES) BELOW CENTERLINE OF FINISH GRADE OF STREET. /J. All DEFLECTIONS {HORIZONTAL AND vFRTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM omECTION PER COUPLING (2' PER JOINT}. NO BENDING {CURI/ING) OF PIPE SHALL BE PERMITTED. 14. MANUAL AIR RELEASES SHALL BE INSTALLED AT All HIGH POINTS AND BLOW OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE MANUAL AIR RELEASES AND BLOW OFFS SHALL BE LOCATED BEHIND CURB UNLESS OTHER/t/SE APPROWD BY DISTRICTS REPRESENTA Tl'IE. 15. INSTALL REC'fCLED WATER SER/1/CE(S) IN ACCORDANCE WITH S/ZE(S) DEFINED ON THE ORA WINGS. LOCA T/ONS OF REC'fCLED WATER METtRS ARE SUBJECT TO APPROVAL BY 0/STR!Crs INSPECTOR. J/4" INCH HIGH LETTERS "RW" SHALL BE CHISELED IN TOP OF EXIST/NC CURB OR IMPRINTED IN NEW CURB AT ALL RECYCLED WATER SERI/ICE CROSSINGS. 16. METER BOXES SHALL NOT BE PLACED It/THIN DRlvFWA rs OR SIDEWALKS WITHOUT THE DISTR!Crs PRIOR W/1/TTEN CONSENT. 17. CONTRACTOR TO TIE OFF All VAL VE LOCA 1/0NS AND PROI//DE WIIITTtN DIMENSIONS TO INSPECTOR IMMEDIA TEL Y UPON !NSTALLA T/ON OF VAL vFS. 18. LINE VALVES, WHERE REQUIRED AT STREET /NlERSECTIONS SHALL BE LOCATtD AT THE TEE lllfENEvFR POSS/BL£ 19. ALL DESIGN CHANGES TO RECYCLED WATER SYSTEM SHALL BE APPROvFD BY THE DISTRICT REPRESENTA T/vF IN WIIITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANG£ 20. THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TtSTED IN ACCORDANCE It/TH THE PROCEDURE IN THE OMW/J STANDARD SPEC/FICA TIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNA lED WORK/NC PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTtNANCES. 21. CONTRACT RECOIID DRAWINGS MUST BE 51/BMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CON.,TRUCT!ON VER/flCATION OF THE LOCATION AND ELEVATION OF PIPES AND APP/JR TENANCES. " RECYCLED WATER NOTES {CONT.) 22. CONTRACTOR SHALL GUARANTEE All WORK FOR A PERIOD OF ONE {I) YEAR AFTtR THE DATt OF ACCEPTANCE FOR THE PROJECT. CONTRACTOII SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER It/TH ANY OTHER WORK lllflCH MAY BE DISPLACED IN SO DOING THAT MAY PROW DEFECT/vie IN WORKMANSH/f AND/OR MA TtRIALS WITHIN /HE ONE-IFAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE lllfATSOEvFR TO THE Dl~'lRICT, ORDINARY M:RE AND TEAR, UNUSUAL ABUSE OF NEGLECT EXCEPTED. 23. FOR ALL APPL/CATIONS UTILIZING NON-HEX HEAD BOLTS, INCLUD/N'J, BUT NOT LIMITED TO, T-80!. TS ON MECHANICAL JOINT FITTINGS, BOLTS AND NUTS SHALL BE COATED lflTH A FLUOROPOLYME!' CORROSION INHIBITING COATING. THE COATING SYSTEM SHALL BE TR/PAC 2000 BLUE COATING SYSTEM, OR DISTRICT APPROVED E()(Jl'l. THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT PRIOR TO !NSTALLATlON IN THE FIELD. THE COATING SYSTM SHALL BE APPLIED PER THE MANUFACTURER's RECOMMENDA T/ONS. 24. ALL VAL VE BOX INSTALLATION FOR BURIED VAL '1£.5 IN PUBLIC PA ,ro STREET It/THIN THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTr'S REC/ONAL STANDARD DRAWINGS NO. W-12A AND W-/2B FOR VAL vie llfLL COvFR AND VAL vie It/ell FRAME AND ASSEMBLY. EASEMENl. TABLE No. PIJRPOS£ OWNER REFERENCE DATE AERIAL &-UNDERGROUND PUBLIC UTILITIES LA cosr,,, ACRES CORP. BOOK 1660 PAGE 475 SEPTEMBER 5, 1929 ------1-----------+---------- SLOPE &-DRAINAGE COUNTY OF SAN DIEGO BOOK 3518, PAGE 226 _______ __,__ __ SLOPE &-DRAINAGE COUNTY OF SAN DIEGO FILE/PAGE No. /807JD SLOPE &-DRAINAGE COUNTY OF SAN DIEGO FILE/PAC£ No. 217326 FEBRUARY 28, I 950 NOVEMBER I 5, 1966 NOVEMBER 28, I 969 FILE/PACE No. 217327 '67,. Lc:'.J SLOPE &-DRAINAGE COUNTY ,IF SAN DIEGO FILE/PAGE No. 27777 FEBRUARY 16, 1970 1-=----11--------------+-- ~,, PRIVATE DRAINAGE CITY OF ::ARLSBAD MAP 13997 JULY 70. 2000 -·----------l---------1---------l---------1 ~,, DRAINAGE LOT I FILE/PAGE No. 200.0--0362594 JULY I 0. 200.0 ~,, DRAINAGE LOT I & LOT 8 FILE/PAGE No. 2000-0362596 JULY 10. 200.0 ----+--'-------f---------j l?i]" DRAINAGE [o,'16, LOT 8 FILE/PACE No. 2000-0362591 JULY 10. 2000 ----= PUBLIC UTILITIES, INGRESS AND EGRESS SOC£ FILE/PACE No. 2000-0663921 DECEMBER 6, 2000 ---- ~ SEWER LWD FILE/PACE No. 2000-01/1167 DECEMBER 28, 2000 EASEMENT NOTES: I. EASEMENTS PER PRELIMINARY TITLE REPORT DATED JULY 29, ,'l()(),f. BY LAND AMERICA COMMONWEAllH TITLE COMPANY, FILE No. 03201309-609-6/I. • THE EXACT LOCATION AND/OR EXTENT OF SAID EASEMENT IS I/OT DISCLOSED IN THE PUBLIC RECORDS. " EASEMENT TO BE QUITCLAIMED PER PR/'s 04-51, 04-58. TRENCH Ml TH ----~-,+, MINIMUM= (PIPE 00 /!IC BELLS) + 16" I/ I/ ~-· TEMPORARY TRENCH BOX OR SHOR/NC WHERE REQUIRED BY SOIL CONDITIONS MAX. SLOPE PER PROJECT CEOTECH ENGINEER V TYPE C BEDDING / FIRM TRENCH BOTTOM TO BE CREATED US/NC CRUSHED ROCK .?. I /2" AND S: I• IN SIZE BRIDGE NA TlvF SOILS UNIT FIRM SIIBGRADE FORMS. THICKENS AS REQUIRED STANDARD INSTALLATION ,c-oR SANITARY SEWERS SEWER NOTES: /. All SEIIER PIPES SHALL BE INSTALLED IN ACCOIIDANC.•' W/ ASTI.I 02321 (STD PRACTICE FOR UC INSTALLATION OF PIPE FOR SEIIERS & OTHER GRAVITY-FLOW APPL/CATIONS.) 2. OVEREXCAVATION MAY PROCEED WITH A TRENCH BOX TO BOTTOM OF TRENCH. THE TRENCH BOX SHALL BE RAISED AS FIRM SIIBGRADE IS EST.IBL/SHED WITH COMPACTED CRUSHED ROCK(> 1/2 & < 1• IN SIZE) AND WITHOUT CEl'TtXTIL£ AFTtR FIRM SUBCRADE IS ESTABLISHED, THE TRENCH BOX SHALL BE S-ISPENOEO ABOJIE TOP OF PIPE ELEVATION. THE PIPE BEDDING SHALL THEN BE SET hVSIOE CEO TEXTILE FABRIC, -THE PIPE /NvFR T SHALL BE SET. AND TIIE PIPE ZONE SHkL BE INSTALLED WITH 1 • COMPACTED 1/2" CRUSHED ROCK AND ENCLOSED WITH CEOTEXTILE AS SHOWN. J. (') IND/CA TES MINIMUM RELA TlvF COMPACTION. NOTE/! El.ECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: 1----l----+------· LA COSTA GLEN NORTH DATE DATF DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS. 6215 ,_ __ .__ _ _,__ __ ···---------------t---+---+------1---1 LOCATION: L____, ·-1----1------------------1 NORTHEAST CORNER OF LA COSTA AW 1----l----+-------------.. BRIDGE OvFR ENCINITAS CREEK, 185' M:ST 1----1---+---------- 0F EL CAMINO REAL RECORD FROM: RECORD OF SURVEY 17271 DATE INITIAL 19.58 /BASED ON NG/1/J 1929) ELEVATION: ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAi ·-·-DWN BY: ·1.". ·'· DATE INfllAL CHKD EJY: Jl,£,.T CITY APPROW.L RVWD BY: 0£A, LLOYD HUBBS ,Vt,'"" S- CITY ENGINC:ERATE PROJlCI NO. DRAWING NO. S.D.P. 98-0f(A) 419-9 I: \021039\02.39107.dwg Feb 24, 2005 10: -11rnr, Xrefs: 02391 c·t,tt-,\'1\1, / CAUTION!! • • CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! ..... ,. ----- """"" ------ 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 92008 760-9.31-7700 Fox: 760-931-B680 Civil Engineeiring Planning Processing Sur.-eying ---,9 '5,(//)' _ P S ii "° 11 35.00_ 11 ZEV =_ 7.13 ----G1 = , .9 ~-- G1 = 1.0 ii' -_ §,; PLAN: RUSH ROSE DRIVE (PRIVATE,) DESIGNED BY: ~c~.o~. -- DRAWN BY: __ J.S .• C.f. PROJECT MGR: G.0. SCALE: I' = 20' DATE: DEC. 2003 SCALE: 1" = 20' JOB NO.: 02-1039 f------------------1 P.E. "AS-BUILT EXP. ___ _ ENGINEER OF WORK: REVIEWED BY: INSPECTOR " DATE DATE --+--+-I---- I-·_:_.::_ _ __::: o' 5' j..jj 10' 20' 40' SCALE: 1" = 20' - - - - - =~ I:; 1-,._, _, ~~ ~ o; -~ ~'!ti -~' ~ ~~i ~ o;i ~ ..,. "' "' i!; ~ ~ -" -- .00' 1.5 ' & ~ ~~ t=ij ~' ~ si· s:, 1lj <>:::g ~ ;~ - - 2,J/X J.5 %___i...,;.1r -~~J i ----I -------- ----1--1-, - ' ~ '5.00' =11.26 ® SCALE/-. 0. 1 : ~-- ' ' I : • ! I , : : I : i l=/4.169' 6/4= s7t--+--+--+--+--+-+--+---- "' :ii ~ L's:10.86 I !, . ' £itu . = : . VERT: 1•·•. ' _J ~~~~-'-----'----'--_J__J_l__L__j__j_~_j__L__L_L_.Lcct--'--.Lc~L-I 14 PRIVATE (NO; DELTA/BEARING RADIUS I N 86"28'29" W 2 N 84'31'12" £ --3 t:, = 11'54'!7" 100.00' --.(. lo. -34'33'/0" 100.00' 5 lo. =8879 '5/" J.00' 6 N 88'38'o2" W 1 N 0313'59" £ 8 N 86¥6'10• W 9 lo. =89'59'50" J.00' 10 N 03'13'59" £ II lo. -051347" 186.00' 12 lo. =90"56'22" J.00' 13 N 81V3'5/" W ~'4 lo. =0972'33. 168.00' 15 N}6J9'1!" E 16 lo. =89'50'o9" 3.00' 17 lo. -06'37'5I" 786.00' 18 lo. =90'56'27" 3.00' 19 N 6914'49" £ 20 A -02'5I 'JO" 168.00' 21 N 23"36'41" W CURB DATA -LENGTH REMARKS 11.19' TYPE 'G 2' CURB &- 1.11' • . 20.18' • • 60.JI' • • --4.62' 6" T'tPE "G 1• Ci --15.04' • • -2J. 74' • • 15.00' • • .(..7/' • . 2.57' TYPE 'G-2' CURB &- 16.98' • • 4.16' 6" TYPE "G /" Cl 14.98' • . 21.00· • • 15.04' • • 4.10' • • 21.53' Fifi£ 'G~2' C/JRB & 4.16' 6" TYPE "G /" Ci 14.98' • • 8.38' • • ·----18.6/' • • GUTTER 'RB GUTTER 1RB GUTTER lf/B •-----; NOTES: I. 2 J: All EXISTING PR/VA TE STORM ORAIN PER 349-JA. FOR DESCRIPTION OF EXISTING EASEMENTS SEE SHEET 7. SEE GRADING PLANS FOR PR/VA TE STORM ORAIN. All PROPOSED ()),(W!J UTILITIES SHALL BE CONSll/UCTEO PER SHEl T 25. UTILITIES SHOll1v ON THIS SHEET ARE FOR REFERENCE ONLY. All EXISTING Ulll/7/ES &-SURFACE IMPROVEMENTS ARE PER 01ft' J49-J. PR/VA TE CURB DA TA CONT. -----'"r====a===-===tj DELTA BEARING 2:2 N 66"23'/9" W 23 t:,. =90W'oo· 24 N 23'36'4/" W 25 lo. = 03"20'29" 26 lo. = 03"20'29" 21 N 23'36'41" W 28 lo. = 26 '50'40" 29 N 0373'59" £ JO A;; 96'50'15' 31 N 86"23',-(.' E 32 ---N 86W'26" E 3J lo. = 6273'42" 34 lo. = 6273'42" 35 t:, = 129'03'56' 36 lo. = 129'03'56' ' 6" TO o• 71/ANS/TION ., o• C/JRB FACE NOT£!! RADIUS LENGTH REMARKS 15.00' 6' TYPE "G-1" CURB 3.00' 4.11' • 32. 75' fyp['G-2 CURB &-GUTTER 618.00' 36.04' • • 590.00' 34.41' • • 54.}f' 214.00' 100.26' • • 2399' • • 66.00' 111.55'-• • 9.87' 4.95' • • 10.00' 10.86' 6" TYPE G-1 CURB 10.00' 11).86' 6" T'IP_f_ "G-1' CURB 5.00' 11.26' • • 5.00' /C2r;' 6"-TYPE-"G-1' CURB CENTERLINE DATA (NO) DELTA/BEARING RADIUS LENGTH I ii 86°2]'44 • E 65.05' 2 lo. = 96'4.9'24" 80.02' 135.22' 3 N osl.i'!fii' E JO.Of' .(. lo. = 26'50'40" 200.00' 9J. 71' 5 N 23J6'.i1" W 54.36' 6 lo. = 03"20'29" 604.00' 35.22' 5. 6. FOR REMOVAL OF £XJS7/NG IMPROVEMENTS SEE OEMOLITION SHEET!. 14-16 OF GRADING PLANS. ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 1. 'DENOTES PORllON Of SEWER EASEMENT TO lltlJ (NO. 21) QIJITCLAIMEO PER OOC. 2005-0/86886 REC. 3-1-05 --===~c===:ir;::;::;:;;;::;::;~=;;;;;~:;:;~=;~~~~=::=:?::-=-=-=-=-=~ 1----+---+--------------_j_~~----";-_-_-_--1-_j_ ---+----l \ saET I CITJGIN2~~NG cl~~~~,~AD SHlVs ;=/11,::::'PRO~VE.:::'11,',-'.r,::::'N,:::T:::PLA==NS==FOR.::::::::: ::::::::::::::::::::::::==-:=-===:..'::::=::~ BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-017 L.S. 6215 1----+--+-------------- NORTHEAST CORNER OF LA COSTA A VE BR/OGE OVER ENCINITAS CREEK, 185' MST '-----+---1------------------1---1 OF El CAMINO REAL ' RECORD FROM: RECORD OF SURVEY 17211 DATE INITIAL ENGINEER Of" WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: I/J.58 'BASEO ON NGVO 1929 CITY APPROVAL I: \021 OJ9\VLJ91U6.dwg Mar OB, 2005 12: 12pm Xrefs: 02J9MAP; 02397UTL; 0239TPPL; 02391; 0239PRO; 0239SiR 0239UTL: 0239GRD 00 g_ ~ 00 ,- ' . _ .. __ :::·:.·:::·_. ---_ ---··· "" "" ...... ---I .• .. -"" " o· 5' Ni CAUTION II 10' 2o' SCALE: 1" 40' = 20' CONTRACTOR TD VERIFY THE EXACT LOCA T/ON OF EXISTING UTILITIES IN THE FIELD PRIOR TD CONSTRUCTION! ... ,, ... ····· --· _-: ·-:-·_"" (c)?()()II. ()'flov f'C1n<::11ltonh, lnr. --:~-:-,:1_-::~· ,.:.-:··.:-;--:·.·· __ --_· ..... --. --., -' 2710 Loker Avenue West Suite 100 Carlsbod, California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Sur\leying ' .... '-+--+--·--+--- -------- . ---- -., ... . -·- PLAN: RUSH ROS£ OR/VE {PRIVATE,) DESIGNED BY: _,,c~.o~. --DATE: DEC. 2003 DRAWN BY: J.S., C.F. SCALE: 1' = 20' PROJECT MGR._· ~G=.O~. __ JOB NO.: 02-1039 ENGINEER OF WORK: SCALE:· 1• = 20' "AS-BUILT " P.F. fXP. ____ _ REVIEWED BY: INSPECTOR DATE DATE ,.. ...... ' .. BENCHMARK: DESCRIPTION: BRASS CAP STAMP£0 CSLB-017 LS. 6215 LOCATION: .::". ----:·;_·,;:·I·,: I···· . . .):.: .. . ..... ----··, __ 1.-.,. ·. _: 1 .. , ., • ·-· ' 1---------·--... -----------I---------- ' .:: .. :.,.":. . -· ----------------+--+-< I ·: .. ::· ,i 1--· ... -----------' . ., . . ·:.---·:-;---;:-· :-. -:+.-~ ------:--- ··I·... ""· --4--+-+----... NOTES: ALL £X!STINC PR/VA TE STORM ORAIN PER 349-JA. FOR 0£SCR/PTION OF EXISTING EASEJJENTS SEE SHEET 1. SEE CRAOINC PLANS FOR PR/VA TE STORM ORAIN. ALL PROPOSED Ol,ff'ID Ulll/T/£S SHALL 8£ CONSTRIJCTEO PER SI-IEE. T 26. UTILITIES SHOWN ON Tl/IS SHEET AR£ FOR R£F£R£NC£ ONLY. ALL EXISTING UTll/Tl£S & SURFACE IAIPROV£M£NTS AR£ P£R OM; J/9-3. ' ---~---___ ·_ ··+-----,■ . . ' .... -1-.. "'" . ···-·· . -.. ,.:.: -_- ... --- "' .. , .. -• 1, .. ., •.. -. ·_:;: · .. :::· I : '"·+ ,,1, .,., 1:·.:..:::·.::l:.: .. '.' -: ·_-__ : -_--.-::=-l= - ··." _;_ .. _ .. _.. f--+--f-·-···_ --t-.. -· .. _j"" 'F --~--1--+----+-~--- ' .... - -. -. - ' . -- .............. -·- -· ... , •• -f..•-·--_. :.:::·.: 1----•• -. -· -.: ·1,:, :~:: '."'."'.::·1 ., .• ":::::_ 1--+---,--t-- - . ·: ... . : -· - I ' j --- ' 1 I I 1------ - - . I_· •. ::.-: •... ... . .... __ ··_::· _____ _ ---.. "' ----. . '"" , ... PR/VA TE CURB DA TA (NO) DELTA/BEARING RADIUS LENGTH REMARKS I l> = 01"52'17' 618.00' 2018' TYPE '(;-2• Cl/RB ct CUTTER 2 N l6"52J2" W 82 76' TYPE "G 2• Cl/RB ct CUTTER J l> = 90VO'o.O' J.00' 4.17' ti" TYPE ·c-1• Cl/RB 4 N lJVl'.25" £ 15. oo' 5• TYPE ·c ,. Cl/RB 5 N /6"52J5" W J6.00' 6" TYPE •c-1• Cl/RB 6 N lJVl'.25" £ 15.00' ... -6"-TYPE •ij::;• CURB-- ? 6 -~ 90VO'o.O" J.00' . 4.11' 6" TYPE •c-1• Cl/RB 8 N 16"52'J2" W Jl.34' TYPE "G 2• Cl/RB ct CUTTER 9 6 = 90rJO'oo· J.00' 4.11' 6" TYPE ·c-1' CURB 10 N 7JrJ7'.25" £ 75. 00' 6" TYPE "C t' CURB II N 16"52'35" W 41.00' 6" TYPE •c I" CURB 12 N lJVl'.25· £ 15.00' 6' TYPE "C 1• CURB /J 6 = 90rJO'oo· J.00' 1.11'· 5• TYPE ·c-r CURB h'11tiANlli15i'i:5.f:i2'l'J2?'•i-'ww1:..==:::--f73,r/io.:i21fj' TYPE •c-2• CURB ct CUTTER 15 6 = 90rJO'oo· J.00' 4.11' 5• TYPE ·c-,· CURB 16 N 7JrJ725" E 15.00' 6" TYPE "c-1• CURB -,1c-1-~N~1=5=-:,2=':J5=,~-w~t----+--~45.oo· 5• TYPE ·c-1· CURB 18 N 7JrJ7'.25" £ 15.00' 6"-TYPE •c-f' CURB 19 Ii ~ go'od'ifo··--j--~J.~OO~,,f--.-.1=,~, t---5=-~r=rn=E~-c=-~,~-~cu.~~='8---1 20 N !67i2'J2" W 7.58' TYPE "G 2" CURB ct CUTTER 21 6 °= l1"59'58" 118.00' 24.11' TYPE "G-2" CURB ct CUTTER -22-~!';~=-,~,"5.~g--s~~8~.--tr--'-9~0.~.o~o~' +---'18.85' TYPE ·c-2· CURB ct CUTTER 2J N l6"52'J2" W 11.58' TYPE "C-2" CURB ct CUTTER 24 N l6"52'.J2" W 181.70' -TYPE "c-2• CURB ct CUTTER 25 6 = 02:J/'/2" 590.00' 25.95' TYPE •c-2• CURB ct CUTTER NOTE!! CENTERLINE DATA (NO 1 2 J DELT Af BEARING 6 =°"rXT2J'J7" N 16°52'32" W 6 ac 11°59'58" RADIUS LENGTH 604.00' 35.77' J42.45' 104.00' 21.78' El.ECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROi.. 5. 6. FOR REMOVAL OF EXISTING IMPROV£M£NTS S££ !}[],/Ol/TION SH££T!;.!_1:./-!_l6~0F~GR~~O.=!VM~G:_:P.~t~AN.'.'.=:S:~. :================~ >--->--+----------->----+----4----+----41 SHglET I CITY OF CARLSBAD SHJ~ss ENGINEERING DI-PARTMl'NT .... A ~:::::::::'....::::::========::::....::====: /1,/PROVfl,ffNT PLANS FON: LA COSTA GLEN NORTH APPROVED ti¥ ~ NORTHEAST CORNER OF LA COSTA A VE BRIOC£ OVER ENCINITAS CREEK, 185' MST OF £L CAMINO REAL 1-----t----tc--------------------t---,f----t-&" £ rte r:.d! ~-. I j.{ LLOYO HUBBS .!lfe,.$! PE tieag ~#ITTi'siilJ· -85 CITY FN(;l~ffFR DAT[ ELEVATION: RECORD FROM: RECORO OF SVRVEY 17271 19.58 (BAS£0 ON NCVO 1929) /,\ .. -... -·----+---l ~:;:;::;:;::::;:;:;::;::;:::;-;::::=========::::::;~====: 1-~D~A=rr~+-,N~,r=,A~L-+...,_"------------------+--D-AT-E-+-,N-IT_IA_L-+-DATE 1N•r1AL g~~D 8~~: J g,,sf · S.D PPROJECT NO. 1 l DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT( APPROVAL RVWD BY: 1),!;,t. ••• 98-0!(A; -'f.19-9 l:\021039\02-39109.dwg Mor OB, 2005 1:1Jpm Xrefs: D?39MAP; 02.397UTI.; 0239TPPL; 02391; 0239PRO; 0239STR; 0230UTL; 0239GRD _J ,--·-· i;., ' -C ~lc=t-cc~====tc-=-<S'I . ---------··-· .. -----. ---- o· 5· µ 10' 20· SCALE: 1' = 20' NOTES: ' 40' ALL EXIST/NC PR/VA TE STORM DRAIN PER .J49-3A. FOR DESCRIPTION OF EXISTlNC EASEMENTS SEE SHEET 7. SEE CR AD/NC PLANS FDR PR/VA TE STORM DRAIN. .... I. 2. J: 4. ALL PROPOSED OI.IWD UTlL/1/ES SHALL 8£ CONSTRUCTED PER SHEET 27. UTILITIES SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 5. ALL EXIST/NC UTILITIES .k SURFACE lltlPROvf:MENTS ARE PER DWC 349-J: CAUTION II CONTRACTOR TO VERIFY 7}{£ EXACT LOCA llON OF EXISllNC UllllllES IN 7}{£ AELO PRIOR TO CONSTRUCllON! C 2710 Loker Avenue W!!sl Suite 100 Carlsbad, Cdlifornio 92008 760-931-7700 loic: 760-931-8680 Civil Engim,ering Planning Processing Surveying SCALE: 1' = 20' DESIGNED BY: ---"c"',o,,_, -- DRAWN BY: J.S .• C.F. PROJECT MGR,· G.0. DATE: DEC. 2003 SCALE: 1' = 20" JOB NO.: 02-1039 . -· '" ·-·-...... ····-- 7. ····~ I I ' ' ' -- -1------------f---+- '5 i ---------------1 ~ t.l ---h.: --,-, r -------------=f---+-.--t=cl•=r-+=I -f---+---1-f---f---+--+--+-+---+-~-+--+--+f--- ·-----· --......... -·: "I ""l ~ --------------------....i '. 15 ---•1=+=-+=--"-------____ .. -_ j ; ¢, ~ ~ ;_:.::~;:_·--.~~ tii:~:,. ,:-~ -------+----+->--+--+-f---+--+--+-+--+--+-+--+--+-cc--+i==~.r--+=r+-+-1 . ··_) ,...._" --------------------+--+--+-~ ~ ~ ~ --+c"~"'+-'~"'.+=++-+-¾1~61"p::,1'1:,H-'c-+-=+~=E+--'++=~==F-c"=±-+-"+=+-----------~ , --, --------v-t'--t-----:':--c-tc-"-';;,l-;lrc,l;;;;:;µiJ~r?f::-t,r(;J-f-'-t---t-++-+-c-J'f+...-+---2~E+--+---"--1--'--'-E+e-4-+-+~~.~-+--+~~w:J'-l---c+'-" PROFILE: RUSH ROSE OR/VE {PRIVATE) SCALE N HORIZ· 1• = 20' VERT: I'= 4' "AS-BUILT " __ , ___ - - ------"----- BENCHMARK: _-· -·~ t;:•-'l~+c----l---'=-F-'--'-F-'--'F-"---:,- -··-•--······~,.. '.g -----... , r-:..--«::t:: ; ~sg =Ji. CENTERLINE DA TA PR/VA TE CURB DA TA h-""<T~~-'--~'---;_c,,,:_::c.__.,.::----'---'--:c:;~_:c:_"-'.~~--~----------·- -----------+--+--+ ,,, != io' 1 41 ---------..... -._.,,_,_ --------------'"·--"" - PR/VA TE CURB DA TA CONT. 1---=D=E=L l:=A =8=EA=R=IN=G-=RA=D=IU=S-=LE=N=GTH==1 NO DELTA BEARING RADIUS LENGTH REMARl<S NO DELT~,-B=EAR=IN=Ga!==RA=D==IU=S a1==LE=N=GTH=¾===R=E==MA==R==l<S~===1 I · A = 5179'7'0' ,-o,.-,.,,,, 9"./6' I h. = 2.'0VJ'24• 118.00' 4/,J/' TYPE ·c-2· CURB&=G=V=TTER==l .J.J t:,. = -90VO'oo· 4.00' 6.28' • • 2 '--"N ,,.0 ,,'5.J.-;;E~i-::'.=~~vv~_,t,v'-'f,;.,j b-'2'c-l---"'h.=---=_,0"'9-'i'-'J6""';c01~•---1'-'l-"l8.c--,00=-'-1-_.l.,.9."'77'c',-i-----•--•-----< tJ~4t1~Ntoq_:J[;'2~7j'4[1'~Wt=t:~~:1=il.~OOt':~TYP.::~'E~~G_',--~2-_-_.._e,-e--u-,:1?.';'B:&;;;cu;;-'-'T=TE,;l?_=-'---1 --j--1:,. : ~;79 '2,"-''8,_•_·_-L."'500..,.,._.. O,,.,Oc_' _,__._}"'i'-'1!'--t :---1._ t-,;~c---!'NN~~~~~~~~:~~~-. EE~_j_==:_j_----"-2;:,,7_~2.8~s>,:_j_ ___ _:_::_-::___ __ __, l----'=3.Ji~'c-t~t:,.N~B,=~,,c=~"°.,±T/°l9c,,~,--,E'--•---I--__ -'4.::. O:_:_O_' -1---=6.2,,,ti-_,',-1-_-=-6---'---TYPEc____::_--=-G---'l_:C,-=-URBc:::____---1 4 N ,tjrjj'j!5" E 11.87' nv~u tE"::t-X.Qo:f;v?i,~'iJl~=t:===:t:::11f4.10~0:t====•~=::•===j -I--i~~~p~ iS:ro· ~~~:~ l-'o-~-+--=t=----;J-'~'-'-;_<;-~'--~'-;-'~8'--;-1--'•~84."-."-'oo'--'+-_,l-,c:~cci:-c;,rt-----:--:--------, 383.397 t:,.NN 8,~~~~119: i1EH:_ 109.00' 4~i: : : 1 t:,. = 89¥6'10" 4.00' 6.27 6 TYPE G-1 (VRB h;,14hi,o;;'jv~~~~\-:::':='::_---ht5.22-~' +----.--.-----1 =~-.., 8 N 46:J'.8'45' W 2.02' • • 40 h. = 8573'49' J:00' -4.46' • • l-'-=----1-='-'=~-"-='-_.,,=-1-----" 9 1:,. = 90Vo'oo· J.OO' 4.71' • • 41 1:,. = 01¥9'55" 91.o~o·-+--2.91•,+-~TYP.~·~'E_'~c-_,2'--•_,cu,='RBc_,;c.t_,cu=TTE,=l?----1 10 7V 43'21'/5'_,,. Et_. _j_==-l---'1.'.__L.O~O' • • -----42 h. = 8870'/6" J:00' /(;2·• 6" TYPE 'C-1' CURB II N 46:J8'45' W J0.00' 43 N 85Vl'50" W 15.05' • • 12 N -074'20" E 35.00' • • 44 h. = l7V0'24' 109.00' 3235' • • • • I.J N 46'52'36' W J0.00' • • 45 N 68Vl'26" W 15.05' ,-+-----------' 14 N '1.JV7'25' E 7.00' • • 46 h. = 8870'16' J:00' 4.62' 6" TYPE 'C-1' CURB 15 1:,. = 90Vo'oo' Joo' 1.11· • • 47 1:,. = 0310'11· 91.00' s.-oJ-.. ~+-T~rn--''E'----.--.c'-"-:.,:2.---'cu,,_:1?.,.c'B-&=G"'vr'--TE,-l?--1 16 N #i'52'J5' W 1.98' • • 48 t:,. = 8870'16' JOO' 4.62' 6" TYPE C-1 CURB 11 h. = 90VO'oo' 4.00' 6.28' • • 49 N 617146' W 15.7i3'--1----=---=-=-.---=--'.-----'='-------' 18 N 43'01'25' E 11.00' TYPE: •c-2• CURB & CIJTTDI 50 h. = 1479'1!" 109.00' 21.24 • • 19 h. = 90VO'oo' 3.00' 4.11 6" TYPE: •c~•1v, ~~'RB=-~ 51 N 4JV7'25' E --22.27' 20 N 46'52'35' W --15.00' • • 52 N 46'52'35' W 15.00' • • • ... ----------------1 • • 21 N ilV1'2,'~5~.~,-+--~==-+-~Ji.14't------.--.-53 t:,. = 90VO'o0' -3.00' 4.11' 22 --£,.-,,; iJ6·11'49" 11.00' ·· 4.36' • --.----54--1::, = -1,'~oc-:c·a~o'2'0'0~.----1-_.,s...,.o.._o,,+---'1."'.a.c',5,---"• f------.--.-----1 23 N 53'40'25' W 14.92't-------.--.-55 t:,. = 88'49'/6" 5.00' 7.75'•-+-----.--.-----' ___ _, 24 h. -9JV4'15" 3.00' 4.87' • • 56 N 46V6'J5" E 91.JJ' TYPE •c-2• CURB & CUTTER 25 h. = 19:J4'J7' 59.00' 20. 16' TYPE 'C-2' CURB & CUTTDI 57 t:,. = 1679'46' 50.00' 14.25' • • 26 !:,. = 85'26'or 4.00' 5.96' 6' TYPE •c-t' ,VRB 58 t:,. = .J4:J9'26' 90.00' 54.55' • • ----, 27 !:,. = 90VO'o0" 5.00' 7.85' • • 59 t:,. = 55'20'52" 10.00' 9.66' 6 TYPE C-1 CURB l--="-c---i-="-'==-:'-"-.~l----"'-""-,-+-=c-_,--1-----------f---f--CC-=----1-='-'==-;~f---'--'--"'=-1--1-----"----'-"---''-'"-~--'="-------1 28 t:,. = 9'0VO'oo" 3.0'0' 4.11' • • 60 t:,. = 88:J'.2'42" 10.00' 15.45' 6 TYPE C-1 CURB 29 N 86:J2'/9' E 1500' • • 61 h. = 82Vl'29' 10.00' 14.32' • • JO N 03'21'41' W --17.37 • • 62 !:,. = 91'27'!8" 10.00' 15.96' tJ~;::tjN~OJJ'.'2~1')'4~1:• ~w=t========r~4~.f-.:65.J.J'~t====•~:=_::. = 6' TYPE 'C-t• CURB 32 N 86:Jf'jg• E 14.oo' ----.--.--------' • 6" TO o· TRANSITIONS l-"'L.L.!~~'.J.!!...J:._L.:==..L....!.±,l!l!___L ___ _:__~ __ -..J ., o• CURB FACE NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl SUR',f'Y CONTROL l---+----+-----------1--------l----l------+-------< I S1HEOET I CITY OF CARLSBAD SHEETS ENGINEERl'IG DEl"ARTM[NT 478 :==:'..':::=========:::::'....::==:::::::::; IAIPHOVEAIENT PLANS FOH: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSlB-011 L.S. 6215 l-----+--'----"--1f--------------------+--+--+------1-----1 LOCATION: NORTHEAST CORNER OF LA COSTA A vf: APPROVEDad»'' 1--------------------l P.E. EXP. ___ _ DATE BRIDGE. Ovf:R ENCINITAS CREEK, 185' /JEST 1----1------l----- OF EL CAMINO REAL ~ r ~~ ~ #!I ;,f-LLOYD HUBBS fl,[ 25889 PIRh=31-0o CITY CNGIN~[R ENGINEER OF WORK: REVIEWED BY: ~_DATE: _i/_~/4J RCE• 32014 INSPECTOR DATE RECORD FROM: RECORD OF S/JRvf:Y 17211 ELEVATION: !9.58 BASED ON NC'ID 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ----------f----+----+- DAT[ INITIAL )ATE 1-----'-----l--INITIAL DWN BY: ""'""-'-"'-"--'-PROJECT NO. DRAWING NO. OTHER APPROVAL CllY APPROVAL CHKD BY: tff RVWD BY: S.D.P. 98-01 'A 419-9 I: \0210J9\0239110.dwg Mar 08, 2005 l: 21~m XrP-fs: 0?.197UTI.; 0?39TP; 02.)9TPPL; 02391; 02JqPR0; 0239STR; 02.39UTL; 0239GRD; 0239MAP -0 0 - __j C :E (i) ~ --.0 I -.0 ... ---........ -··- ·---· ·---·-----.. --- CAUTION!! o' s· ·- 22 10' 20' SCALE: 1" = 20' CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! C - - - - -.. ··-..... ,. - 40' --·· .. : ----+--+------"----_J=t=-c+-'+~· "' ""~·-··---- ------... ___ ,,_ ···---· •LcL-c±=: . _ . _ ccc-..c-!-=+=+.--~.PW' . - ------.. - -. :____ p .9 l---+-=== ----------,-, ~-r; =c-1. 2% .. ··-···-----. -'--'-_._._-'-""' --. . . - _ ,_,~= G =-•-121s _ I I ---1-f---+--7 --------_____ , __ _ ···-· .. --·· --·-· I -----C-----+-------1~ -+- ---:·.:: :.;;:...-:_ --.. ~--~ I •-•-= #),-tl P ·s ,1 2+a .oo -----'-7(X '.J_ = -1,01. _L-J-ccJ--~-:. ·--- -%l .•• Ci!s _'."l•--~F-1 ----- -~ ~ I "'I--=+==+ !is ;.; I ~ ~ ~ ~-l------1---l- - ----- - -1 0. • ---P S = 2 +e, .00 _ 14 2£-=I.O /4 1. o· -------+--+- -1.9 ' 17 __ L 16. II -: -------1-----. ·t C W ·• TO 0R1vr 'cl : ,. =• 201 = !,t.' I 23 rL_l'_'._"t"'__L__J-'--"__t__1__J__1__j_ _ _j_ __ -c!---,.Lc.L.-cLc._L.c..L='-=--'-LcJ'--=-'==-i=-cL--=c=-L.=Lcci.=t==ci_.._,____d-==-'==· _Le. Jcc_cJ_c_c_===---t==i'----'-"-----'"----'.L~_j_-----'--___,____ti,---'---"-;::==::==:::::::;:;:::::::;:;:;:::::::::;::::::;::::::;::::;;:::::;::::::;:::::::::::::::::=:::::::::=::::=: ::::=':~:::::::::::::::::::::::::::::::::::::C.:::::=:::::::::c.::c-'---C:'.___:'.___:..:..:,.c;::;_:_c:...:::='::=:::::::::::::::=;"---1 U ~ M PR/VA TE CURB DA TA CONT. PROFILE: RUSH ROSE OR/VE (PRIVATE} SCALE ~ HORIZ· l • = 20' ~T: 1• • 4' "AS-BUILT v/ (;,,Ii DRAWN BY: J.S •• C.F. SCALE: 1• = 20' ~" ~~ DESIGNED BY: ~C=.0~. __ DATE: __ DEC:, 200]____ ____ PROJECT MGR.· G.0. JOB NO.: 02-1039 ----------- C O N S U LT NT S 1-----------------------l P.E EXP. ___ _ 2710 Loker Avenue West Suite 100 Corlsbod, California 92008 760-931-7700 Fox: 760-9J1-U680 Ci~il Engineering Planning Processing Surveying ENGINEER OF WORK: REVIEWED BY: DATE: RCE: INSPECTOR " DATE DATE PRIVATE CURB DATA NO DELTA BEARING RADIUS LENGTH I N O.J'27'4/" W 98. 15' REMARKS 6------m,£ •c-1• CURI' ----l • • 2 ---,rg1;'J2'19' r-16.00' 3 1::,. = 90-oo'o!J· 200· 11-l'+----cT~>P.='£~.=G-=2=·~cu.=:i?.='B-&--GlTT£R 4 N 03'2 ~!" W 6.9!l 5 b. = 90'00'o0" 200' 3.14•··-t---• • 9 b. = 95·15'33• 3.00' 4.99' 10 b. = JIV6'!54' 34.00' 18.46' II N 43V7'.24" £ 9 74' 12 N 46'52'36" W 30.00' 13 N J.3V7'.24' £ 9.99' 14 b. = 76'47'11" 6.00' 8.04' 15 b. = 7971'35' 6.00' 8.29 16 b. = 180VO'OO" 1.00' 21.99' • T'rPE 'G-2" CURB &-Gl nm 6 • IYPE 'G-I" CU/Ji'_ -----1 • • • • • • 6" T'rPE 'G-1" CUR/I T'rPE 'G-2" CURB&: Gi.-Tm-R----1 17 -f,,-= /80VO'o0' 1.00' 21.99' 18 N 46'52'36" W--1.00'1------.--.-- l-'cl,,,_9-+----'N'----"46,_.'5,.2'--'"'.J:..,'6~•jw:~.=--=---=--::__-=-=-+-'-c5.-'c59c.,ct-~TYA='£~.~G--2=•~c=v.='R8~&--G~l.~Tm=R-I 20 1::,. = govo·oo· 200· __ J.=·~'4'-c'-+--~6_.~T~YP~'E~·G,_-_,_1_·~c~='R11 _ -----1 21 N 43'07?5' £ 16.00' 22 N 46'52'.J6" W --75. 75' 2J N 46'.52'.J6" W 141.84' 24 N 43V7'.25• £ 16. 00' 25 N 46'52'36• W 16.00' NOTES: • T'rPE "G-2" CURB&: Gl'TTER 6'TYPi ·c-1· cu&1 _ -----1 • • I. ALL EXIST/NC PR/VA TF STORM DRAIN PER J-19-3A. 2 FOR DESCRIPTION OF EXISTING £ASD,(£NTS SE£ Sf'EET 7. 3. SEE GRADING PLANS FOR PR/VA TF STORM ORAIN. REMARKS • • 30 N 43V7'.25' £ /o.00' 1--------•--•----' 31 N 46'52J6 W 1. 48' TYPE 'G-2' CURB &-CUTTER 32 b. = J6'32'.27' 66.00' 4209' • • 33 b. = 8JV7'J2' 3.00' 4.35 6' T'rPE 'G-1' CURB 34 N 86 '3219 • £ 15. 50,--1-----'"-----'--"---''---,----"----'-,----"'"'-'-"'--- 35 N 03'2 41 W 45. 00' • • 36 N 86'32'19' £ 14.00' • • .J9 N 03'27'41 • W 45. 00' 40 N 86'32'/9' E 16.00' • • 41 b. = .90'00'o0' 200' 3.14' • • J-2 N 03'27'4/' W 5.00' T'rPE "G-2' VRB &-CUTTER 43 b. = 90'00'o0' 200' 3.14' 6" T'rPE "G-1' CURB 44 N 86'32'/9' E 16.iJo'·+---~~"~.~--'-.~=-_. • • 45 N 03'27'4/' W 45.0i/- 46 N 86'3219' E ,-[oij'-1-------.--.-----1 • • 47 b. = 90VO'o0" 4. 00' 6.2/3~ 48 N 03'27'4!' W 1.00' -I---T-'rPE-~.G----2~.-CIJ,-:i?._'8_&-_G_U_TTEi-R--I 49 t, = 90VO'o0' 4. 00' 6.28 __ ' -'------'6'-"-T._,_)P..__,'£,,____,'G,_-_,_I_' c,cCU."-':i?.'-"'8'--__, 50 N 86'32'/9" E 14.00' • • l------------l 51 N 03'27'4/' W 0.63'-• • • 6" TO o• CURB TRANSITION " o• CURB FACE NOTE!! CENTERLINE DATA l@ DELTALBEARING RADIUS LENGTH I N 03'21'4!" E 157.85' 2 b. = 43'.24:55' 50.00' 31.89' 3 N 46'52]6" W 204.27' 4. ALL PROPOSED OMUO UTILITIES SHALL 8£ CONSTR'JCTFO PER SHEET 28. ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR'.f'Y CONTROi.. UTILITIES SHOWN ON THIS SHEET ARE FOR REITRE. 'ICE ONl Y. 5. All EXISTING UTILITIES & SURFACE IMPRO'.f:MENT:., AR£ PER OWG 349-3. 6. •= MODIFIED BY NOT ROUT/NG SIDEWALK BEHIND l1R/'.£WA Y. IAIPHOV£1,1£NT Pl.ANS FOH: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: IOCATION: BRASS CAP STAMPED CSLB-0/7 LS. 6215 1---+---l-----------------+--+---f----+-----< NORTHEAST CORNER OF lA COSTA A l,f' BR/OGE 01,f'R ENCINITAS CREEK, 185' I/EST 1-----1----1-----------------ct----+-----I OF £l CAMINO REAL LLOYD HUBBS 16/rf .o.S- CITY ENGINEER ' D TE' ' RECORD FROM: RECORD OF SUR'.f:Y 17271 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: -"-"""'---'- CHKD BY· P..Sr: PRCJECT NO. S.D.P. 98-01 :4 DRAWING NO. 419-9 ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY 12! &. Elll/ATION: 19.58 'BASED ON NGVD 1929 I: \021039\0239111.dwg Mor 08, 2005 1: 24pm Xrefs: 0239TP: 02391: 0239PR0: 0239STR: 0239UTLc 0239GR): 02397UTL; 0239MAP --0 - -..0 I -..0 ----------------------------~_-_ 1 •_.-~-.,..-,-~.,.. ... ~~.,.. ... ~ __ --.-~1 ~--~..,.~~~~~k~~~~~~~k~~~~~+~k~~~~~+~k~~~~~+~k~~~~~~~k~~~~~+-.~--.~-bi--r~~~~~~~r~~~~~~~r1~~~~~~~r~--~l----------------------. _._. ~+=+==+-==1•=,----t-t-·~-7------·;_ . ..:.:______ -1 ·;): .• ~·:: ------------ I ·:_:_~ _::_· ~--·:1.···- ...... ---·····-"-___ ,,_ --···-.,,. --·. -·-·- -t--,-~---,~==~=-cc=c-c1 --+=c=c: ••• :·-_•; -!.! -: :. . . . ··~ _____ _,, . ·-·-,,.,, "··: t:Q --_, ___ ,_ •-:..c .:1_~ ::: ~i .ii= •l~-+'-'+~=EF+±=±c-'t=Ef' __ =_. __ •• ;:.•~ ~i2-=-= --,,. ~===•+e-=-f'/1'<1 26 ~ ,::.· f--t---t-~--+---t-f-f-· ~ _____ ·· " ' G, OU. 'D ----;-- 'R. V, TE -it: ~ " "' Jl J_i ·r--.': .. - 1> 1-·· --r1-__ ·-- -+-tt-c~t 1.1 .. _ l f--t---f---+--+-t--+----··-- I t --·•--1------ --=trt.. 11--. 11 T ----ft- •-1-~'•·•1· +r~ --+.--+--,-t=c-t=t,c-+,-_ -~--, -•·I··-i:;; If: ~r•c..c+=~-•=<•--1 4-• -.• ,. 7 · 1.00. .. .. . ---. +---f-f-I- ... '""'" .. , " .-: <f.. -•-=-----, ••:!:::, PLAN: RUSH ROSE DRIVE {PRIVATE,) & SUNCUP WAY {PRIV4l[} CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! C 2710 Loker A11enue West Suite 100 Carlsbad, Colifornia 92008 760-931-7700 fox: 760-931-8680 Civil Engineering Planning Processinq Surveying SCAl£· 1• = 20' DESIGNED BY: C.0. DATE: DEC. 2003 "AS-BUILT " DRAWN BY: J.S., C.F. SCALE: 1' • 20' PROJECT MGR.~· _G-,0~. __ JOB NO.: 02-1039 f------------------1 P.E. EXP, ___ _ DATE ENGINEER OF WORK: R[Vl[W[D BY: DATE: GEORGE RCE: INSPECTOR D/\TE ---------·----·-... ""' ··----· ··-··- --............. ---- o' s· 20· -----10 40' SCALE: 1 " = 20' -- --,----,--1 --. ------ .. ,-· - ----<-- I I ··-· >--+---+ ! ! --------+--- .. ... . .. , ... ---------- - I •. ,. ·-·. C£NT£RLIN£ D)I TA DELTA/BEARING RADIUS 1.ENGTH I N 46'52'.J6' W i79.30' 2 E.; !;o:-'v~o4~~'J'..o..-. +:=:75;:_ a:;o;.· -1-111.81' NOTES: I. All EXISTING PR/VA TE STORM DRAIN PER 349-JA. 2. FOR DESCRIPTION OF EXISTING EASDIENTS SEE SHEET 7. 3. SEE GRADING PLANS FOR PR/VA TE STORM DRAIN. i I ---I -- PR/VAT£ CURB DA TA DELTA BEARING RADIUS I tc, = 33'41'23' 5.00' 2 tc, = 29'52'38' 90.00' 3 "' = 12'436'09• 90. oo· !---'4',---!~tc,~=-'=79~V~7~1~7 • .----t-=5.00' 5 N 34"33'27" E 6 t-i ji:J3'.27" t 7 tc, .; 81'26'03' 5.00' 8 N 46 '52'36' W 9 N 46'52'36" W 10 N 4JV724" E II N 4JV724' E 12 tc, =102'50'14' 2.00' /J tc, = 6975'27' 20.00' ' 6" TO o• CURB TRANSITION " •o• CURB FACE NOTE!! LENGTH REMARKS 2.94' TYP!! "G-2' CURB & CUTTFR 46.93' • • 19.98' • • 6.90' 6" TYPE •c-I• CURB 2.82' • 1.44' • 1.11' • 170.91' TYPE 'G 2 CURB & CUTTFR 170.91' 6" TYPE 'G I• CURB 12.55' • • JOO' • • , 359' • • ... 24.18' • • ... 18.59' 6" T'rPE 'G-1' CURB lo.ii' • 10.21' • 2554' TYPE 'G-2' CURB & CUTTFR { All PROPOSED OMW!J UTILITIES SHALL BE CONSlli'JCT£1} PER SHEET 29. ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL UTll/TIES SHOWN ON THIS SHEET AR£ FOR REFER/ NCE ONLY. 5 All EXISTING UTILITIES & SURFACE IMPROVEMENT!. AR£ PER DWG 349-3. 5. •= MODIFIED BY NOT ROUTING SIOEWALK BEHIND ll~1?1'._!:!~~Wi~9!fY. __ T;::;:::;;;~~:;;;;;:;;:=~~~;::;:;;~;;~:;:;=;::::;:;;;~ 1----+---+---------------t--i--------j---t---t I S1E2T I CITEYGIN~~NG ~~~~N~AD I SH4J8 I ~~==============='....'::::=~ /IIPHOV£11£NT PLANS FOH: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSlB-0I7 LS. 5215 1------t---+----------------+---t---t---i----, LOCATION, ELEVATION: RECORD rnoM: RECORD OF SURVEY 17271 NORTHEAST CORNER OF LA COSTA A VE APPROVED ii' r BRIDGE OVER ENCINITAS CREEK, 185' !IFST 1------t---cc+----------------+---t---t-, ~% «t~n>e-..:,v:.( LLOYD HUBBS C,/~.£ OF El CAMINO REAL --;----, r'E 23lj~~~@~RES 1:#3,-05 CITY ENGINEER DATE l----l--+--,,----------------t---t---+----t----1:=::=====~::::=;;::;:::;-;::=======~=====: OWN 13Y: ,;,u_,L,u,c,L,_ i"ROJECT NO. DRAWING NO. ~~~g ~~:3If:: S.D.P. 98-01 '.A 419-9 '--'--'-=-=='------'--L_J L ___ ___, 19.58 BASED ON NGVD 1929 OATF INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL I: \0210J9\02J9112.dwg Mor 08, 2005 L30pm Xrefs: 0239MAP, 02397UlL 0239TPPL; 02391; 02J9PR0; 0239STR; 0239LJTL; 0239GRD _J ' ' -+-=----== ":-·' ---+--+-.,. --·-,-Cf--'=i''--'---'"' ----·---- --f-----=- .. -. :· -._-·-. ···-··.: "" _:_ -1 ... : ------_ -- ~-____ I •. ' ---+--- ___ = ___ •c;c=F_= __ -____ =~~~-~-:.-~_-_· --------- -. :: --.. . ......... -. -. - -::.. ,--.... --------·· --1----_,.,,.,. _c_-_: __ -~ ---------·--------+ +=+~-------_----·--.. ::·. -- -... -·:::=.:. +--·--=--'.:.:-: . ..::·:-::· +:.:_ -__ -: ~:-:-: .• r - -+--·- L --~ .::.: t:::--- :: --·-_,::::::. ---=--,. ··-- 29 CAUTION II t»ITRACroR ro ',EHlfY THE EXACT LOCA T1<N OF EXIS-nNG UTIIJ11£S IN THE FIELD !'mm TO CONSTNUCTT<N! . ., Inc: -.. ----. -------.... -::::::....:.:.:::: -r-·- ---... ____ ,-_ - ---!----- +--t--. ,. ---- +--- :· _-. -" . .,.,::. :-;::::·::__::_ .. , •.. - ' ----1----- -+----1----1--- I I ----_ ...... __ ·~ _ _,___ _ _,L_: ~l'. --~ ----- I .. -----· ,. JO ····_ ---i:___:_______ __ ::_ -----: -· +. - ' __ ---i-------=....:-- ., .. ----· ... __ ____:_:_:·. I -- -_ . : :: - ' ---.... -:; . -· : .... ----J_. - ---,_:_ - - -J__c__J_c·_---- ---. . ---- -' ___ J__ .-:·.":· ;·. -- ' " . ---. r----- -_ " : ----' 'j,-~-- ------I--- --- ---r -_ ---- ---------~ ' -_j___ ___ - _:__I--· ----+=----------_- -L- -:·.:· 1:.:: .. l .. t=_J=J ---I----: ·: t ... .-:. __ · -- -----j__ ~+-=f---_: __ .:_--I--- -. ---- . :~:i..;: ... ~-r~i~ D-;TWA--·-Ji· t~ :·, ,~~ ,, J 19 I -LO ,fa --2(} ,1 ... ' ---- - -------. ' -----. _, ' 31 PLAN: SUNCUP WAY {PRIVATE) 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fax; 760-931-6680 Civil Engineering Planning ProCM!'iing Surveyin,g SCA££: t• • 2()' DESIGNED BY: C.Q. DRAWN BY: J.S.. C.F. PROJECT MGR.· C.0, ENGINEER OF WORK: DATE: DEC, 2003 SCALE: 1° • 2rf JOB NO.: 02-1039 DATE;i/;?/4r RCE: 32014 -----j_ __ ' ---,----- ' -. "' _ ·:__-::. ... -· -.:..:_L:___:j.:_; --' -- - -_...:._--i:::.:..__:: ' ----I---- - I ' - -------, __ . ----_- ------+--... .. ----. ·:· __ ::_L_ __ • . :..::.. .:..::.:::.:: 1_: .... ::: ---. f-·---· - • 1--· "AS-BUILT " P.L EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE : j ___ . . i:.:. "t.,j -_--' j:· .. · ._., - ' +----- I -- _j _ _____:__j_...:.:· ... .. 1:-___ -_ - ::.. _ _::::__ ::::.__-' :_L..:..::..::r:: ' I =-::.···:.+ ], "' ----:-:::-:::::- ' ------- __ _:_ +----- : __ .... ' - . , .. -- -----1----- -= :. : : "" I .... . ·:..._::_ -- L . -.-·:. _c__:_:.. -----+-. ' ---:_L__1__:: -r - . I .•. -1 -- ~----..... --- ... . : .... / , .. --, ----1--- •• I· . -I-- -.-., ---+-- - . I•, --. -- -· .. ::. ----+..:--=-:---- -·_ ... -. __ L__ -. +· ., ' -•---=-~ -t -_:::_ _-: : ... : : · .. _:_:_1_ __ __ l. - ---:::T - _: ... --___ -- -- .. :.::..:::....... L --... -·······-· -... ,. -- . " .. , . ---L.:: ... :- - --- • 1 ·_:..::_ -i-::·:: ---I--- --.. --.. l... _:---I ., • -L. ' _, - ' --I----•- -r------ -' . ··:·=~--;-_- -la ::.=r:-~ . +--·----_-+---- ---t--- -f---+--- ---- ·r--__ -:~ . -+-·· ,; ' ---_+-:=-: .... ····· ,, -- ' --1-----·· ---I--- I. . ... [_: .. ---+-- -.. '' -j ___ ; . _·__ . . "' ··-----~- " ----L_ __ --- _::_-- ... -" -·· ----_-_---. "" ., .. ---,_:_:..: - ~----~---' _:_...:.: - - --- --=--L.::. .. ---- .::·c..:__:_:_ ·:· ·_:_: i....:::..._·-· - -----I-- .::.::....-1--.. + --+--- - _::: . ---I--- ----..... ---1--. -• ----r----------·-·-,., l---+- ' ·:·: ' --.... ··:. ---__ .)_ _ ·. :.-.- -.. -------,----- -- _.:_ _ __:-.c._ ~ . : . -~ :::· . -- ' --_- -:-.: = --. -::=+--= =-:::·: _-= .,-- ---- -' -. ::. :· ----1---- L -.... _- . :: - .: _-;_-:.:: -- -. -..... , ... . ., .•• ' '"' 1···: _-:--" -• ·: : -__ ::::_::_ : --_.c._ _ _::_ '"-"_=~----__ , -.... ::..._-1----.. ·_:-_:_ _ _:_ : - --:-1--___ ::::_:_::: ··.r .. ·: ... i • • ---.... " .. 1-, .. -L". - ------------- ----1----•1"=1-=+= 1-·-.. ----- ----. ··:· 1: .. ·· .. .,.1 .... -_ ___ j___ -_..:_:::_c...:.::. . . .. ---· '. ~----::: _· -----1----.... ,_. ___ - ... ---1------· ···--::·::::-.. __ :_.1.-: ------·----r--=F='f----··------+----·- '.-·-::.--:::, __ ---,:= .,. j ... , ::· --------' -------- -I-·· -·-- -,.,_-., '..:: r::. - _:_ __ : ;:_ -· ,. ::."----=- -----.. -.... -----I--.·-· -· ---. -==-1---j__ --... -· . --_, -· -+---t-- -- ---+----. -------- : -.c.....::::: ·:·- ::.:· :· .::·. -~c.::.:::. c·.::.=-...:: . -... -'----·::.. -~-. ·: : :-: .:: .L::·- ··-1-. ·.:::____:::____· - ••·_:-:, _: -_' __ " __ "T_--_-_j__;_ -·: .:·:·.-·· ---.. ---· --·-+-· ·_::_: ' -· :·= ----- --------- -___ l f·. " -- ------I----. :· ;:...: 1--. --+-. . _______ ---~-.... F'-"1'=1° -:.- ----·:· -.. : - ~......:--.:: --_:_:_..:::.::....: . ---.. --+--+-, --"------:-:.:..:__ -- -----1----.. ----. ---I--··· ·::· -.... :c...:.:...:: I. - . -1--------------I----__ :_I----. .. ->---; ..... " -_ _:_ "--- --- -r _-·. t. .t _--,., .... - --- ' I --' ---------i-------1 .I.-'.....'..-_ _:__ ----- , ' ---I---:· . ' :·:.;·_-. - . ..... ,------ -+-----------·------------··:_ -_ --,__::.:__ :.::.:_ ----=----= ---·-·-..... , .. ···· ., . __ c:_ __ L ....... ----. -·· --. -::L . ·;:----.. -+=--------== 1-----1----.::.:::..: ·-· ·-___ ::::::_ r ----:- --_-_-_--: -_j____ : ___ _j__ __ _::.::.___ -•.. ·_-_::.._-·:::_--::.._i=-..:::: ----:.:· .: ----=·.: ...... --.. . "" - ------I-- . -· _--_.-.:: -~ ----·--··· ---- ., ., -----·-···-------. - ------+---+-------, · ::::__ --i== I -' --. - _ _:: L_____..'.:_" _:__ i__:__ _:___.c.__:·_- _:·: -:___:· :·: __ .-: : .. : ., :. -1::. '----1-----··--· i-=----·:- -_-. -. --L.::..: __ : - ------1----• --. . I ....• j---J--+ •·::·.: ----=- i.. __ .::L:_·• . ---,,_ ---- ' --I----- 1------ ' o' 5' 20· 10 40' SCALE: 1" = 20' BENCHMARK: DESCRIPTION: BRASS CAP STAMPED CSlB-0I1 LS. 6215 NORTHEAST CORNER OF LA COSTA A If ... , .. L. -- -- - -. ··" " ,. --1-------=-- ___ L_: ..... 1. -'~-+---· . L . • _, ,-~---~• _j -,---- I ------" .. -. - ... J: -_ _,_ .,. -. : . ---.. .- --------. ------+ ----,. .... --., ·I ..... -------. . -, ...... . -1---·-1-------= :__~---------1---- i-:..__:_:__ ---. --···-· ----.. -_-__ _ -------1,.. .I .... --' -f----- -:::.:...:::.. -·· ·: ... ------- ---+---.... ----------- . .. -------- ----+------<::.:.·. -.:= -.. ----+-------.1-:.: ... --. --.. ____ .. : .... -·- ----------·-· •. -----_______ 1 '. .:-+:::::= cc_jc=··-jc-='=-F_=_.:::_ .. _.:::.:i::= -------------I--------------------... ------------·-·-..... -=--1----..:· ----------·:_ ·=-+----=-- -------1--=-----=" ----··: _i::::__.:::..::: -c--1----··· ---.. 1_::::..::::--1---·:........:::..: ·· · -·· --' j__ __ J.__ --I--;:t: . _·:·c:: -.-:--_1· - ----. '" . ··--. • _ _::__+-=--=-- :1·:_- C£NT£Rl/N£ D',4 TA ~O DELTA/BEARING RADIUS LENGTH I 2 J N 4JV7-:!4" £ A -58"JO'J5" N 15'23'/0" W 111.04' 65.00' 66.38' l----'6".-"'9.'-"'.4"-8,,--1 --_ _:·------: :_..:._.::.::•:+=+-=_~+ ___ -,--- ' _ _: ·.' -_:_ --------· ---· ------------ PR/VAT£ CURB DA TA (N~ DELTA/BEARING I 2 J 4 5 6 1 8 9 10 II 12 IJ 14 15 16 11 18 19 20 21 22 23 24 25 26 21 28 A -307174" t:,. = 95·45'37 • N 46°52'36" W N 43'0174" £ N 46°5236 W A = 90'00'oo • N 4JV174' £ A = 90'00'oo" N 46°52'36" W N 4JV174" £ N 46°52'36" W L:, -104 '4 7'3.J" t:,. = 43'4J'o2' N 15'23'/0" W A : 90VO'oo" N 74 "J6'5o" £ N 15'23'10" W N 15'23'10" W L:, = 4979'25" A -80WJ'5I • N 46°52'36" W N 4JV7-:!4" £ N 46°52'36' W A -90'00 'oo • A -90'00'00" N 46°5236" W A -87°56'31" RADIUS 20.00' 3.00' 2.00' 2.00' 50.00' 3.00' 8000' 3.00' 2.00' 2.00' 5.00' LENGTH 10.54' 5.01' 14.91' 5000' 16.00' 3.14' 5.00' 3.14' 16.00' 54.00' 13.44' 5.49' 38.15 52.19' 4.11' 15.00' 14.29' 69.48' 68.87' 4.23' 16.06' 56.50' 16.00' 3.14' J. II' 3.14' 3.00' 4.14' REMARKS 6-T'fPE G-1 CURB • • • • • • • • T'fPE ·-r; 2 -CURB &-GUTTER 6" T'fPE 'G-/" CURB • • • • • • • • TYPE "G-2" CURB &-GIJTTEII • • 6" T'fPE "G-/" CURB • • • T'fPE -G T CURB &-GUTTER • • 6-T'fPE "G-1" CURB • • • • • • • • TYPE -c 2· CURB &-GUTTER 6 TYPE ·c-r CURB • NOTES: /. 2. J 4. 5 ALL EX/Sl/NG PR/VA TE STORM DRAIN PER 34.1-JA. FOR OESCRIPl/ON OF EX/Sl/NG EASEMENTS S.:£ SHEET 1. SE£ GRADING PLANS FOR PR/VA TE STORM 0/.'AIN. ALL PROPOSED 0Mltl) Ul/Lll/ES SHALL 8£ CI.N.STRUCTEO PER SHEET JO Ul/Lll/ES SHOHN ON THIS SHEET AR£ FOR R, TERENCE ONl Y. All £X/Sl/NG Ul/L/l/ES &-SURFACE II.IPROVEA f£NTS AR£ PER DIie J,f.9 J. NOT£!! £I.ECTRONIC DATA FILES AR£ frJH REFERENCE ON/. r AND ARE NOT ro BE USED FOR HORIZONTAL OR VERTICAL SURVEY t»ITHa 1------1----+------------+----+---+--+----1 ~3 CITY OF CARISBAD I SH4E~~1 LGLj~::::::::::::::=--':==:::E::::N:::G:::IN::E::ER:::l:::::NG:::::::D:::E::P:::::A:::::RT::::M::E::N:::T==~=:::::J:::D~ lllflllOVEIIENT PLANS FOIi: LA COSTA GLEN NORTH APPROVED It' LOCATION: BR/OGE OlfR ENCINITAS CREEK, 185' MST 1-----+---i------------------+---+-~ -1----+------< OF EL CAMINO REAL ~___,L?. ~-., '6 LLOYD HUBBS ,t/t',/<2 S: PE 23889 ~RYsF-31-05 CITY ENGINEER DATE /,\ RECORD FROM: RECORD OF SURlfY 11211 DATE INITIAL 19.58 iBASED ON NGVD 1929) ELEVATION: ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAi DATE INITIAL -+----'----I OTHER APPROVAi CITY APPROVAL OWN BY: I C' I L CHKD BY: jl..S,:S:: RVWD BY: !)EL PROJECT NO. S.D.P. 98-0t(A) DRAWING NO. 419-9 l:\021039\0239113.dwg Mar 16, 2005 4:41pm Xrefs: 0239MAP: 02397UTL: 0239TP: 0239TPPL; 02391; 0239PR0; 0239STR; 0239UTL: 0239GRD 'I - -... --. --.. .,,. CAUTION II CONTRACTOR TO VERIFY THE EXACT lOCA llON OF EX!SllNG Ulll/77£5 IN THE F/ElO PRIOR TO CONSTRUCTlON! ©?004 n'n11v C:on<;l,11 .,, lnr. -------"' .0 PLAN: SUNCUP WAY {PRIVATE,) 2710 Loker Avenue West Suite 100 Carlsbad, CaFfornio 92006 760-931-7700 Fax: 760-931-8680 SCALE: I" = 20' Civil Engineering Plorining Processing Surveying DESIGNED BY: C.O. DATE: DEC, 2003 JS CF 1• = 20· DRAWN BY: --, ,,. • , __ SCALE: PROJECT MGR.c G.0~--JOB NO.: 02-1039 ENGINEER OF WORK: DATE: .'?/i /aj'"' GEORGE OIOAY ;1 RCE: '32014 "AS-BUILT " P_E. EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRiPTION: I OCATION: I ' ---. ---- -. : . ,... ., --._1= ~ -= -~ I~ 1-l-- " ' - --' --- . ~:~ ... ------------- - ' - ' ' - ' . --. . -. ------------+---.-+-.. ' ... ' -.. . ·_., .. :.. -~ -I ------------------'' .... j: ... ,..:; · _,, I"" · · · • I··· I ... --· ' -----+--+--+ - ,,_ ,.- - ------------I---- :·: I .. 1:: .... _.. ._._ ''.'_·_·:: __ ..::..::..:1-:...::::.: __ :...:·· ccc).~■ ' ' ----- - - -~-. . I • : .:~;-- I - _-_-_ ·1 . .-.:··.- - I ·-•I·"· _---_ -' ... : .. :.:=! .: 1·: ·:: • -... "" . . -,., . """ ---- ---· I,. ... 1-:---------t~-t----J-~. ~-.±. ~---"-■ " "''" "' -"'. -- """1-.-:" -... ,.. ---·I. -- ---.... ··•· ----•· ., .. ---I -· j : .:: .:._:· _ -. ·I· ----:::: ~ -_: "· __ . -------. · ___ ----I------ - ----1 . ----.. - ----I-----------__ · -----'--- -::.1.-. --:::." "'._I: PRIVATE CURB DATA PRIVATE CURB DATA CONT. (NO) DELTA/BEARING RADIUS LENGTH J.J.21' 15.00' 4.11 REMARl(S (No; DELTA/BEARING RADIUS 6" TYPE •c ;-"'•=cu,='R,='B--l-'-12"' N 01'52'35• W 4.19' TYPE "G 2• CURB &-IJ(JTT[:R•• LENGTH REMARKS I N 15'2310• W 2 N 14'J6'5o" E J t:, = 90'00'00" 4 N 15'2310" W 5 N 15'23'/0" W 6 t:, = 00'07'44" 1 t:, = 86"53'27" 8 N 88'01'25" E 9 N 0l"5235" W To --N-88Vl'i8'-E ,r i,. = govo'oo· J.00' 215.00' J.00' J.00' 42.02' 28.79' 0.48 4.55 15.32 J/.50 15.00' 4.11' 6" TYPE •c-;-• CURB /J t:, = 90V2'5o" 5.00' 7.86' 6" TYPE "G-1" C(JRB 6' TYPE ·c-;-• CURB 14 N 82'58'0/" E 2.62' 6" TYPE ·c ,. CURB TYPE ·c 2· CURI' &-C(JTTER 15 t:, = 96'55'o2" J.00' 5.07' 6" TYPE ·c-1· C(JRB TYPE ·c 2· CURI' &-C(JTTER 16 t:, = 00"59'38" 245.00' 4.25' TYPE ·c-2· C(JRB &-C(JTTER TYPE •r;-2• C(JRI! &-roTTER 11 t:, = 90'42'37" J.00' 4.15' 6" TYPE ·c-1· C(JRB 6" TYPE ·c-;':'•ficu.~'R,~'B:'.:'.jtJ1~B1jNU74~2~0~•45~•jECt~~tJ114.J!98' 6" TYPE ·c-1· CURB 6" TYPE ·c-;-• C(JRB 19 N 16"52'36" W 49.20' 6" TYPE ·c /" C(JRB 6" TYPE ·c ;'" C(JRB 20 N 1JV7'2r E --15.00' 6'" TYPE •r;-1• C(JRB 6" TYPE "C-1 ~. CU.='R,='B,-----<i-=c2-I -+--l:,---_-9~0-'00-'Cl-O~.----<--J.-.00~' ,_----4.7/' 6" TYPE •r;-1• C(JRB 6' TYPE ·c-r CURB" 22 t:, = 90'00'00" 2.00' ---J.i4' 6" TYPE ·c-1· C(JRB 23 t:, -90VO'o0" 2.00' J.14' 6" TYPE "G-1" C(JRB 24 N 16'52'36" W 35.51' --jyj:i{"d-2"C(JRB -Jt-rofit:R-CENTERLINE i?ATA 25 t:,;; 21'30'57" --'30.00· 11.27' 6" TYPE 'c-,•c(JRB NO DELTA/BEA~Rl~NG==4=~RA~D~IU 5 LENGTH -26-i(i6'52'.J6' w 172.99' TYPE ·c-2· C(JRB &-roTTER I N 15:ZJ'(o· w --~-D1~50.~.8.~'J~'~t22.1Cj' :_-'j\Ni_7.7..'Jit'0'/]_7":2'.?i4"'_,Ec==t====1~18.8._,28' -irPt-•c--2'-C(JRB &-C(JTTER 2-+-~1:::,--_=_~,3'=-:,'cco~'Jcc'5.~.-+-2,~oo.-.Cl-1'' 41.16 28 t:, = 817/'0J' J.00' 4.25' TYPE ·c-2· C(JRB &-C(JTTER >---=J--+~NiJ1'52'J5" w -_---_---44.12'•-i>-=2.='9--+-~l:,~=~00~'3~7='5~0~.--+----2---1.='5.,=00~'-+-~J.=.oJ' TYPE ·c-2· C(JRB &-C(JTTER -4-_N_o_,_:5._2_'35_._w~· --_--+-==-= -J----c6.f. 4:45~•JtJiJOLJ~NtoQ11~:5.~'2]'J5f"':;wi[:X:~=:t=i6.7.i 2['l:f1TYP.~'E[]"cG2~•]e,'.i:i.(JR.~'B~&-Jc~vi]_TTEilfff_'R::) 5 t:, =15'00'00" 260.0l'' 68.07' JI t:, = 90'00'oo· J.00' 4.11' (j' T'fPE •r;-1• CURB ~6~_N_1_6:5._'2_'J_6_._w~~---_---:...+-L-J.l1JJ.L.J.~'8~'1tjJ.~'2=tjNt~88tvt14'2~5-j£c=!==~~~j_-,c'5.'-'cOO~'c+--"-(j • .--'c'TYP.'-''E'c--..G'---'-,.~e,""y,""'RB-c_-----■ JJ t:, = 1J'JO'J5" 161.00' J9.J8' 6" TYPE ·r;-r CURB o· s' 20' 10 40' SCALE: 1" = 20' tJJ<4U'-:iN]tI5'2.%Jf'!'tig_o::• !W=:Jt_=='.:::::'==_:::t=::,:5.f.'.o'.63' 6" T'fPE "G-1" CVRB 35 N 14'36'50" E 14.oo·~-6. T'fPE •c-1· CURB J6 r:, = .9ovo'oo· ----✓.o?f 6.28' 5• i'fPt•c::.1•cvR1F J1 N t5'2J'to• w J.78' TYPE ·c-2'-cuRB & cutrti?- ~J8=-'~r:,-_-_--9~o~vo-~~o~·----i--2.-.oo=· +--J.-11· 6' T'fPE ·c-1· CURB l---""39f_j_-_--lV_N_,7'±_-'4,-"'J6"-.;'5:>00'a-".tc.t_---j-c-=-=-=---j__t-14,.,,,0o' 6"f'fPt-•c.:_,• CURB 1-- 40 N 15'2J'to· W 120.50' 6" T'fPE ·c-1· CURB ' tJ1i1 =t]Ni];14[:.Ji~6]:5~o-:E~=t:::::::::::;r~/4~00' 6" T'fPE •c-/" CURB 42 t:, = 90'00'o0" 2.00' f14• 6" T'fPE ·c-1• CURB 43 N l5'2J'to· W ,2.-92' T'fPE ·c 2· Cl/RB & GUTTER • 6' TO o• CURB TRANSl710N " o• CURB FACE NOTES: I. 2. J. 4. All EXIST/NC PR/VA TE STORM ORAIN PER J,f.9-JA. FOR DESCRIPTION OF EXIST/NC EASEMENTS SE£ SHEET 7. SEE CRADINC PLANS FOR PR/VA TE STORM ORAIV. All PROPOSm 1)1,(H!) UT!ll71ES SHALL BE CON',TR/JCTEO PER SHEET JI. (JT/l/TIES SHOHN ON THIS SHEET ARE FOR REfcRENCE ONl Y. NOTE!! ElECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL ..---..-----.---------5.-. _A_ll_EX'l_rs_ll_w_c_u_TIL_m_'£_:,_&-r-SV,-'R,_1'A_C...,'Erll,l,_'PR,_O_l£_ME,,-i/'..'.:TS~Al<:'E,._:A~'Ei.:'R.::_D:WC~J.:49~3._:::=================~ IIIPHOV£1,f£NT PL4NS F'OH: I----+----+---------------.. ---~------+---+---f----1-----l LA COSTA GLEN NORTH APPllOVl<lll/i1 Y BRASS CAP STAMPEO CSlB-011 LS. 6215 NORTHEAST CORNER OF LA COSTA A~ BR/DC£ O~R ENCINITAS CREEK, 185' M'ST OF El CAMINO REAL i-----t-------1r---------------------------------+----1----+----+-----l-~flBsfrctx--:;1~-!1 ~~f LLOYD HUBBS ::-,.~ S: CITY ENGINEER DATE ELFVATION: RECORD FROM: RECORO OF SlJRVEY 11211 19.58 (BASED ON NCI/!} 1929) DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION ~D::::\::'IN=B::::Y=,::::;:,,_::::,.,;::_::;::::; ,_,::::;-;::::==P=R=o=,J=E=c=T=N=(=).==:;-;::o=R=A=l/\=,1=N=G=N=o=:. CHKD BY· IZ <.:r: S.DP. n'B 01 '" 1 419-9 RVW:) BY: or, ... ;;,, -r(/'JJ DATF INITIAL OTHFR APPROVAL DATE INITIAL CITY APPROVAL I: \021 (J39\0239114.dwg Mor 08, 2005 I. 34prr, Xrefs: 0239MAr; 02397UTL; 0239TPrL; 02391; 0239P90, 0239STR; 0239UTL: 0239GRD -.a::,. 0 - _J ' I CAUTION!! CONTRACTOR TD VERIFY THE EXACT LOCAllON OF EX/SllNC Ulll/llES IN THE F/£1O PRIOR TD CONSTRUCllON! ®2004 n'rinv r.nn~ultant" lnr. PLAN: SUNCUP WAY {PRIVAJ.f) SCALE: 1' = 20' "AS-BUILT 0 f.,._~ DESIGNED BY: ---'Ce;,Oo__, __ DATE: DEC. 2003 / (;,Ii DRAWN BY: J.S., C.F. SCALE: 1' = 20' ____ PROJECT MGR.~_j),(), _ JOB NO.: 02-1039 ----------- --C -O N S U LT NT S e------------------1 P.E EXP. 2710 Loker Avtirue West Suite 100 Corlt'bad, (;olifornio 920Q8 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: Ri:_VIEWED BY: DATE: ,3/f &S' RCE: '31014 INSPECTOR " DATE DATE o' 5' j..j 20' 10' SCALE: 1' 40' = 20' BENCHMARK: DESCRIPTION: BRASS CAP STAMPED CSLB-017 L.S. 6215 NORTHEAST CORNER OF LA COSTA A~ r l--c c .. ··---: - . . -c cc.cc~-~ --c_· '1--C'--= _--__ - PR/VA TE CURB DA TA PRIVATE CURB DATA CONT. (N~ DELTA/BEARING RADIUS LENGTH REMARl:S~~~ w:N_O~)D=EL=TA="/=B=EA=R=IN=G~RA=D=IU=S~LENGTH REMARKS µ.-ll_J,,;A;;-=984:?~9;,,{)~J;,;.=~=Ja;;,.a~o;;,+·=5~7_;,5""7'i=F,=~s"'·~r~YPE~.i'G;,;-',. :e""'CURB -JI N 7JV1'24" E iJ.50' 6' TYPE ·c-1" CURB l-2~µ=:N:___,c4J~v'"1~'2.~'5-----=-E~l-,?_'-"_"'_'---+----'.,c;J.CC:OJ'=c,.-+--~6~"~TYPE!c'.lc ·c-I • CURB ----32 A-J80VOOO" J.00' 9_-4p--l------'6'---• .-cTYPE=~-c'------'-,~. ""cu."'-i'?.'-"'8-- J N 4JV7'25" E 97.JO' 6" TYPE ·c I• CURB JJ N 1JV7'24" E IJ.50' 6" TYPE ·c-1· CURB 4 A= sovooo-20.00' 20.94' 6" TYPE ·c-1 • CURB -J:r---N i6'52'36' W 6.00-, -'----'6'--•-'r--'-YPE'-"-----'.c'------'-1-· "'cu.""i'?.""'8-- 5 N 16'52J6" W J.16 TYPE ·c 2· CURB & CUTTER J5 N 7JV7'24' E IJ.50' '----'6.__'_.T_,_YPE~_. 'G.__---'-1_,._.·cu.c,_i'?.,,c'B __ 6 A= 90VO'oo· J.00' 4.11' 5• TYPE ·c-i • CURB 36 A=IBOVO'oo•-J.00' 9.42' s· TYPE •c-1· CURB 7 N 7J072r E 15.00' 6' TYPE ·c I• CURB -11 -N 1Jv1'l!i' E IJ.50' 5• TYPE ·c 1· CURB 8 N /6'52'J6" W 21.00' 6' TYPE ·c I• CURB 38 N 167i2'36"W-~--------loo_· __ _,___6.._"_._,TYPE=_.·c.__-_,_1_·'-"c{J,"'i'?.""'8'---- 9 ----;, 1301'24" E 14.00' 5• TYPE ·c-I • CURB 39 N-73V1'24"i: JJ.50' 6' TYPE 'c-1· CURB 10 c,.-/8000'oo" 4.oo· 12.57' 5• TYPE ·c-1 • CURB 40 A= 90VO'(}{J" ---J.7JiJ' -4.11' ---6. TYPE ·c-1• CURB l-"1"-1-+"''=f/7307'2/'i 14. 00' 6' TYPE "G--1. CURB l--'-4'---1-t==--N-/6'---:S:='2'i'.J6cc_~.W~1--_-'_ "'_""_'----+----'1.""o'c-O,r+--~TYP.=='£~ • .-:cC_cc2°' CURB & C/JTT£R 12 N 16'51'.Ji;" W 54.00' (j" TYPE "G r· CURB 42 A= 90VO'(}{J' J.00' 4.11' s· TYPE ·c-1· CURB -- 13 N 7307'24" E u.oo· 5• TYPE ·c-r· CURB 43 N 1301'24' E 1J.50' s· TYPE. ·c-1· CURB 14 A=l80VO'ml" 4.00' ~-f,2.57' 5• TYPE ·c-r· CURB 44 N 16'52'.J6" W 1.00' 5• TYPE ·c ,. CURB l----'-15~=N--'-"'7Je_:Oe,1-_;'2'.'c'.·1"~E-f-------"'~-+--',~4_'-"oo'---·r+--~6. TYPE •j;-;• CURB-45 N 1301'24" E 15.00' TYPE ·c-2· CURB & CUTTER 16 N 16'52'.J6' W 21.00· 5• TYPE ·c-r· CURB 46 A= 90VO'ao' JOO 4.11' TYPE ·c-2· CURB & GUTTER 11 N 7307'24' E 14.94' 5• TYPE ·c-r· CURB 41 -l-c-_..N_.J-"c(j'C'S2~'.J;-;-6.__-• .. w.__-+---r+---'"'·5-,0:.,'+_.TYl__,_"P.'--''E~,,_, ·c.__-_,,_2_·.,.cu.;c,_1?.,,,'Bc,;&"----"61"-V'--'TTER-=-- /8 A= 9ovooo-J.00' 4.11' 6' TYPE ·c-;• CURB 48 A= 90VO'oo· JOO' 4.11' 6' TYPE ·r;-1' CURB 19 A= 9000'o0" 5.00' 7.85' 6' TYPE ·c-?· CURB 49 N 7JV7'.?4" E 15.00' 6' TYPE ·c 1· CURB 20 C,.= 900000 5.00' 7.85' 6" TYPE ·c-;• CURB ~50--iv 16'52'.Jt' W 45.00' 6' TYPE ·c-T' CURB l--'2Cl_l_j__11Nr,/1_1)_6__.:>'52;_,'.J;-;i6.'-,',!!Wc___-l-===-.--i--'-l'c1.J0c'Jl__,.~_!_T:!!~~'£----.-""G::,2<:__'.J;CURI' & GUTTER 51 N 730124' £ 16.00' 6' TYPE 'C-1' CVRB 22 C,.= 9000'o0" JOO 4.11 6' TYPE ·c-, • CURB 52 A-~ 9000'00' 2.00' J 14' 5• TYPE ·c-1· CVR.,..._'8 __ i--=23'-----l----"-N--'-7301'24" £ 15./JO' 6' TYPE ·c ; 'CURB SJ N l6'52'.J6" W J75' TYPE ·c 2· CURB&! CUTTER 24 N 16'52'.J6' W -12.00' 6' TYPE ·c-.'' CURB 54 A= 90VO'oo· 2.00' J/4' 6" TYPE ·c=,·cuRB ___ _ 1j25tD.N~lJ~ot1~'2~r:zE=~§~tj1~5.joo~·±= 5• TYPE -•c:, ' CURB--55 N 7307'24' E 16. oo· TYPE ·c 2· CURB & GUTTER ~ 26 A= 9000'(]/]' JOO' 4.li' 6" TYPE ·c-, • CURB 56 N /6?i2'J6" W JI.OJ' IYPE ·c 2· CURB & GUTTER 21 N /6?i2'.J6' W 2.00' TYPE •c 2• CURI' & GUTTER 28 A= 9000'(]/]' JOO' 4.11' 6" TYPE •c-,. CURB 29 N 7307'24" E 15.00 6" TYPE 'C-.'" CURB JO N 16'52'.J6' W ----308.72' TYPE 'C 2" CURi' & CUTTER NOTES: 1. 2. J 4. ALL EXIST/NC PR/VA TE STORM DRAIN PER 34!'-JA. FOR OE.SCRIPT/ON OF EXIST/NC EASEMENTS SIE SHEET 7. SEE GRAD/NC PLANS FOR PR/VA TE STORM 0/1 IIN. All PROPOSED OM/ID UTILITIES SHALL BE COVSTRUCTEO PER SHEET 32 UTILITIES SHOWN ON THIS SHEET ARE FOR RI FERENCE ONl Y. ALL EXIST/NC UTILITIES & SURFACE IMPROff:M,NTS AR£ PER owe 349 J. CENTERLINE DA TA L~ DELTA/BEARING~ _R_ADllJ~ LENG_Tfi I Nl6:52'.J6" W --400.00' NOTE!! ElECTRON/C DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL l---e---+-----------+-----+--+-------l---l I S1HE5lcT I CITY QF CARLSBAD I SH4E7~1 ENGINEERING 0FPARTMFNT 0 !==:====:::::::::=======-===:::::::; l----+----+----------------------1-c------,-----1 ---·---.. l-------1 ll,IPHOV£1,1£NT Pl.ANS FOH: LA COSTA GLEN NORTH LOCATION: BRIDGE O~R ENCINITAS CREEK, 185' M'ST e---+---+f-----------------OF El CAMINO REAL RECORD FROM: RECORD OF SURff:Y 17271 DATE INITIAL DATE INITIAL ELEVATION: 19.58 (BASED ON NCVO 1929! ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: ·'·"· I C CHKD BY: J!.,IS_ RVWLJ BY: Qr.ll. PROJ[CT NO. S.D.P. 98-0!(A) I. \021 c,,m\02.l911 ~-dwg Mar 08, 2005 1. 36prr DRAWING NO. 419-9 Xrefs; 0239MAP; 02397UTL; 0239TPPL; 02391; 0239rRO; 0239STR; 0239UTL; 02J9GRD _. (11 0 - _J l_ ---·'· -·• ''' '' ;:.· ···.+ .. ' 1--+--t--+--t----t--t· -- ---i --· ·t ·--. "-"•" --·· ----------+- -·---------I-+-+---· I .~ ; .•.. , .: 0:. ---·- --_ ,-__ ·-·-+·-·-·_,.·-_·-+--t-•. : ~, :f; : '~-·• l+~.:J-:-1+:J==l.8llt4=t=l=+='-F4#cd==4==4~~: 40 I , • V' ,, . CAUTION!! CONTRACTOR TO VERIFY THE EXACT lOCA TION OF EXISTING VTll!TIES IN THE RELO PRIOR TO CONSTRVCTION! ~ ~ ~ h.. ~ -"'" ~ <., it; ~ ,'/: " ' ' ' '" ---- i • - ~ ~ s,; S:i ... -... --f-1--+-·- ~~ ~R: ~ ~~ r-.;,. ~Ii •-1---·-------- --. ,· ·, ·.••J"'ccd " H~,· ·• ~-·',,t VJ(~06}) PLAN: SUNCUP WAY (PRIVATE,) SCALE: 1 • = 20' "AS-BUILT ,/ DRAWN BY: J.S., C.F. SCALE: 1' s 20' 0 ~~ DESIGNED BY: _c-.o~. --DATE: DEC. 2003 ---- PROJECT MGR.· G.0. JOB NO.• 02-1039 ----------- C O N S U L T N T-S--1-----------------1 r.E, EXr, ___ _ 2710 Loker Avenue Wesl Suite 100 Carlsbad, Co1ifmnin 92008 760-931-7700 Fax: 750-931-8580 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: RCVIEWED [JY: DATE: RCE: INSPECTOR \ " DATF DATE .· .. ·· ··. ~ •-•· ...• -~ ~ -.. -:··•-· ~ ·. I j--. ,--+-+---·-·--·· --. -·--· I '-1--- ' ! +----'' I ---1---1 --------- -, -·•·•% "' f--+-1 ~_-_ .. :~ f::: .. :~--:1=--1=~~-"...:_:_j:_. ___ ·_ ! :· --:: ~ ; - "' ~ '''' ., -i . ~--=-~-~ I--+--+-' !tj : L • C, ff?. -···-. ··-· ---------+··· ---· o' 51 -10' 20' 40' SCALE: 1" = 20' ' '' -t--+--t-f. --------~.-· ~' -c:-t.--c 1--·1 - I --I __ ------- PRIVATE CURB DATA DELTA BEARING RADIUS LENGTH REMARKS I N 16'52'.36 w 44.38' 6" TYPE ·c-1· a•~-J6 ------· -- 2 N 73'07'.24" E' 14.00' • • 37 J t:, =l80VO'oo" 4.00' 12.57' • J8 4 N 7JV7'.24 [' 14.00' • • 39 5 N 76'52'.36" W 54.00' • • 40 6 N lJVl'.24 [' 15.00 • • ,fl 1 t:, = 90VO'o0" J.00' 4.11 • • 42 8 N 16'52'.36' W 12.50 TYPE 'C-2" CURB & ,;{JTTER 43 9 N 16'52'.36 w 1.16 • • 44 10 1:, = 9ovo'oo· 5.00' 7.85' 6" TYPE' C-1 Cl'f/B ,f.5 II 1:, = 9ovo·oo· --5.00' ----- 7.85' • • 46 12 ···1:,.·;, 90VO'OO' 2.00' J.14' • • 41 /J N 7JV7'.24" E' 16.00' • • 48 ----14 N 16'52'.36" W IJ. 49' • • •9 15 t:, = 10¥1'44" 23300' 43.90' • • 50 16 N 83'55'08" E' 15.02' • • 51 11 t:, = 89'12'41" J.00' 4.67' • • 52 18 t:, = OJ10'5J' 215.00' 71.94' TYPE' "G-2" CURB & VTTER 53 19 N 02V6'40" W 8.00' • • 20 t:, = 90VO'o0' J.00' 4.11' 5• TYPE 'G-1' Cl'f/B 21 N 81'53'.20" E' 15.00' • • 22 N 02V640 w 54.00' • • 23 N 81'53'.20" E' --15.00 • • 24 1:,. = 89'51'or J.00' 4.11' • • N 87'53'.20" E' ---14.25' 25 --• • 26 A = t8ovo'iio" 2.25' 7.07' • • N 87'53'.20" E' !4.25'-. ·-·------27 • • 28 N 02V6'40" W 4.50' • • 29 N 02V6'40" W JJ.44' TYPE' "G-2" CURB & ~UTTER JO N 81'5320 E' 14.00 6" TYPE "G-!" ci 'RB JI t:, = 90VO'o0" 2.00' J.14' • • 32 N 02V6'40" W --2.35 TYPE G-2 CURB & VTTER JJ 1:, = 92¥J'.Jr 2.00' J.24' 6" TYPE "G-1 Cl'RB 34 N 85V9'4J" E' --IJ.89 • • fl 0l¥1'o7' W----5.66' 6" TYPE "G-1" CURB 35 -- NOTES: I. ALL EXISTJNC PR/VA TE STORM DRAIN PER 3-19-3A. !--+--+------I ----f-+--+--+--+ PRIVATE CURB DATA CONT. DELTA BEARING N 0/Wi'-i§' W- N 04'50'/r W N 85'09'43 E 1:, = 96¥1'or t:, = 01'40'14" t:, = 90VO'o0 N lJVl'.24" E N l6'5236 w N 1JV7'.24 [' t:, = 90VO'o0" N 16'52'.36" W 2.00· 185.00' 2.00' 2.00' J.J8' 5.42' 314' 16.00' 115.50' 16.00' 6 TYPE' G-1• CURB TYPE "G-2 CURB & CUTTER 6" TYPE "c-1• CURB • • TYPE G-2 CURB & CUTTER • • 314' 6 TYPE' G-1 CURB 32.11' TYPE 'C-2' CURB & CUTTER 1:, = 9ovo'oo· N 7JV7'.24' E' J.00' 4.11' 6" TYPE' 'C-1' CURB l---"~~==-1---~~+--,s.oo' ,_--f~=~.~~.~=--< N 16'52'36" W 131.26" ~l't_ll,,:;.t,~~-L--==-!-!.;_15.00' N 1JV7'.24 [' TYPE 'G-2' CURB &-CUTTER 6' TYPE' •c-1• CURB t:, =l80VO'oo" N 73V7'.24' E' JOO' -9.4j' ~~==a=----<-~~+-~,5.lio··~,+-----.--.-----< • • N 16'52'36" W 6.0iJ' • • CENTERLINE DATA (NO) _D~~TA/BEARING RADIUS LENGTH I N 16'52'36' W 152.88' 2 N 16"52'36" W 121.58' ~J t:, = 14 ¥5'55" 200.00' 51.5-1 4 N 02V6'4iJ" W 61.99' 2. FOR DESCRIPTJON OF EXIST/NG EASEMENTS SE'[' SHE'[T 7. NOTE!! J. SEE GRADING PLANS FOR PR/VA TE STORM DRAIN. ELECTRONIC OA TA RLES ARE FOR REFERENCE -I. SEE SHEET 33 FOR SEWER & WATER PLANS. ONLY ANO ARE NOT TO BE (JSEO FOR HORIZONTAL 5. ALL EXIST/NC UTJUTJE'S &-SURFACE IMPROVEMENTS ARE' PER Dl+C 349-J OR VERTICAL SVRVEY CONTROi. 6. FOR REMOVAL OF EXIST/NG IMPR0"1:MENTS SEE' DE'MOL/lJON SHE'E'i'S f,l-16 OF GRAD/NC PLANS. -------------f---+--f---~---<I s1HF6FT I CITY OF CARLSBAD I SH4E1;;8s I ENGINEERING DEPARTMENT Ii ::==::::.-===========::::.-==~ IAIPHO'IEIIENT PLANS FOR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: LOCAi iON: 1----+----<--------------------... -·- BRASS CAP STAMPED CSLB-017 LS. 6215 1----1--- NORIHE'AST CORNER OF LA COSTA Al£ BRIOCE' Ol-f71 ENCINITAS CREEK, 185' WEST OF E'L CAMINO REAL 1----+----<---------------- 1----1----+-~-------" ----· .. RECORD IROM: RE'CORO OF st/R"1:Y 17271 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 19.58 'BASED ON NCVD 1929 DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: , , , . CHKO BY: L~ RVWD BY:/4 PROcECT ~O. S.D.P. 98-01 :4 1·\0/1019\0?,)fU':6.dwg Mm 08, /00:) 1:,1/prri DRAWING NO. 419-9 Xrefs: 0239MAP; 02397UTL; 0239TPPL; C2391; 0239PRO; 02J9STR; D239UTL; 02J9GRD _J .. :·· I '. :·t·:·:.::· . ... -------· "" """'" CAUllQN !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UT!L/Tl[S IN THE AELD PRIOR TO CONSTRUCTION! C --.-.'. .... --- 45 , ___ --- _,..--_--,·-_-_-+ ·: .. ·:.:_::_I~-- - - -(.. --.... --:~·__:_::_i........::_·_ I -· • I.'. ..... l-:·_ --. .-.----· __ r · .. ----__ _ :~=-=---I-;-: -r:~ --::: .. -.... -----L-L..J_ - TEMP. POHfR POLES TO BE REMOVED PER ORY UTILITIES PLAN 46 PLAN: SUNCUP WAY (PRIVATE) SCA££· I• • 20' "AS-BUILT ,/ DRAWN BY: J.S., C.F. SCALE: ]" = 20' 0 ~~ DESIGNED BY: ~C=,0~. __ DATE: DEC. 2003 CONSULT NT_S __ ~PR_o_JE_c_r_M_G_R_.~·~G-,~o_.==~-J-O_B_N_o_.,_02_-_1_03_9-l-P-.E-.-----E-X-P~.~~~~~- 2710 Loker AvenLie West Suite 1()0 Carlsbad, C<1lifornin 92008 760-931-7700 Fox: 760-·-9,)1--8680 Ch,il Engineering Planning Processing Surveying ENGINEER OF WORK: • Cl 1/J •. GEORGE nll\AY ll REVIEW~D BY: DATE: 3/R /4s- RCE: '32014 INSPECTOR " DATE DATE ... , ... , .... ------- - --, "'. ...... .:.: :.::. --.:. :, ___ . --1-·-· -+--+------------1. ....... •. • • I •. --- ... _, J ....... ·:·::: ·;·:··::.· ::·::: 47 BENCHMARK: •. • ..... •--I• ....... - ·--!-,---- ....... , -.......... ) .... . ............ ; .... ,. ·---_, ______ - 20· o· s· --10' SCALE: 1" = 20' 4-0' I ...... NOTES: +--_-+"~-+-----l-+-- - -_:__::_j .I.._--__ . _· .. ! .... ,I ... -' - - ----. L ---.... ........ ,, ... ---------__ .L '_ --r--.-_.-: • j ...... 1----_, I_ .-:· I. --.. ---------. -------+--,-+--+-- I ----i---------- - -: . . -. I -f:-.:_ .. ---:..:_ . 1·: ... - --.L.-" --,. -_ :_----:I'.' 1-.. ~-_-I . - '-----1-1 . ----- . . ..: -.. · ....... i: c:.:°··'.1. I ---------------- -. .. ---------- i-:.: .. -. " . -+------ . . . . . ----1-------... :.·:· ____ - • • 1 ... --• ..... -· .... --•• 1--• --_ ·:-- -. . .. - .... 1---.. ---I---!--+-+--+-+--+ I I --,, ;c-1 ; - --+---+-_-+------,' .... ' ...... 1:'.: ,_ ---.. ,. . . I - --:---:. : ... ·1· .•. · .. ·.: 1-----1.----1--l--_t-+-+-l- I ---... :.I·: .. - I - I - .I .. " -- -------:::-1. .. :·--.·:: .:: . '" ·_: .·-... f :. --I -~:::·:t .. :· -! •• r.-::· . .... _ \,. ...... - - -•· ... _:._ ;: __ -----_-.... -.-.. ·:::. --· ,t. -:: ... --,+-+----l-+ :· -'T:· ::.--: · --:··: .... 1 ····:·:· • . -_-_:, .. ·:·. "' :·-- ~-----------------PRIVATE CURB DATA CENTERLINE DA 7:4 (.NO DELTA/BEARING RADIUS LENGTH I N 02V6'40" W 9,!/2' 1--L~2LjtJt:,,tf=jt~o1:Js~•45~!·=jt~200~~-oo~=t=jsi 7i7 J N 12'40'25" W 2: '· 00' (No; DELTA/BEARING RADIUS LENGTH I N 02'43'/5" W 1.39' 2 t:,, = 90'00'()(}" 5.00 7.85' J l:,, = 90'00'()(}" 5.00' 7.85' REMARKS TYPE •c 2• CURB &-CUTTER 6" TYPE •c-I• CURB • 4 N 02'4J'/5" W --2.98,_....,_--'T'-"111'-''Ec......="C_-=-2'--'C,c=V.""'RB=-=&-'--'CU='-TTF,""'-R- 5 t:,, = 9020'o4" 5.00' 7.88' 6' T'rPE 'c-I• CURB 6 t. =9Ji-tor 5. oo'~,--+~d. 14·,,+----"---c'-'-'__<c__.,_-'------'""" • .,_ __ 7 l:,, = 88'/1'/5r----3.00' 4.62' 8 N 57'00'45" E 7.04' 9 t:,, = /O:J5'28' 107.39' 19.85' 10 N 67'36'/J" E 7.04' II 6 = 8817'/5' 3.00' 4.62,.- 12 t:,, = 8/'49'o7' J. 00 4.28' 13 N 7719'35' E 16.14' 14 N 12'40'25" W 53.87' 15 N 7719'35' E 13.50' /fj t:,, = 90'00'00" 3.00' 4.11' • • • • • • • • • • • TYPE •c 2' CURB &-GUTTER 6' T'rPE 'G-1" CURB • 17 N 12'40'25' W 059' TYPE •c-2• CURB &-GUTTER 18 t:,, = 8376'18' 2.00' 2,g/' 6" ryp{-fj.:.f• cui?iJ 19 N 84'03'!7" E 16.11' >-~~.=~~~=----1 20 N 2218'29' W 7.57' '--1-----~--------a 21 N 2278'29" W 7.66' TYPE 'C 2' CURB &-CUTTER • 22 N 05'56'43" W 56.72' 23 N84VJ'l7"E I.J.50' 6' TYPE 'G 1• CURB 24 t:,, = 90'00'39" 3.00' 4.71'-_,_ ___________ _, 25 N 05'57'22" W 0.16' 1--------------1 26 t:,, = 86'09'/8" 3.00' 4.51' • • • • 27 +-~N~8~7~~~J,c-'207'.r"E~-+----+-~IJ.~.6.~9-'.-l----•----~•-----1 28 N 05'3918" W 7. 07' • • <-=29'-l-~N~0.~5'3918" W 7.~.l-~2-~' l---'-T~YPE~•~c~-2~•~e,~v,~'R,~B~&-=CU'-'T-"Tm"'---' JO N 87~3'20' E 14.25' 6" TYPE 'C-1' CURB JI t:,, =l80VO'OO' 2.25' 7.07-,,· .J---"-~.'-'-'-'"---'"--'---"'"\,"'---~ 32 N 87'53'20" E 14.25' • • 33 N 02V6 40'11_''.--'Wlf_L==-L-'4.50~.•--l-----•------•--_, J-1 -NiJ2rf6'4o• W 86:11• TYPE •c 2' CURB &-CUTTER I. All EXIST/NC PR/VA TE STORM DRAIN PER 349-JA. 2. FOR DESCRIPTION OF EX!SllNC EASEMENTS SEE SHEET 7. J. SE£ CRADINC PLANS FOR PR/VA TE STORM DRAIN. 4. SEE SHEET 34 FOR SEWER &-WATER PLANS. 5. ALL EXISTlNC UTIL/71ES &-SURFAC'E IMPROVEMENTS ARE PER owe J,f~•-J. 6. FOR REMOVAL OF EXIS71NC IMPROVEMENTS SEE DEMOLITION SHEETS /•i-/6 OF GRADING PLANS. I 5 171 I NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL CITY OF CARLSBAD I SHl~S 1 ENGINEERlflG J[PAl,TMENT 4YB IAIPHOV£A/£NT Pl.ANS FOR: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSI.B-017 LS. 6215 1-----+---+----------------+---t----+·-----l-----" LOCATION: NORTHEAST CORNER OF LA COSTA A VE BRIDGE OVER ENCINITAS CREEK, 185' WEST '---+---+- OF El CAMINO REAL RECORD rnoM: RECORD OF SURVEY 11271 DATE INITIAL ELEVATION: 19.58 /BASED ON NC',,V 1929) ENGINEER or WORK . ---··-----------------t----+---+---+----1 DATE INITIAL I lATE INITIAL REVISION DESCRIPTION -~----1------~---1 OTHER APPROVAL CIW APPROVAL DWN BY: ''•"--' .>. CHKD BY: /L<.:'f: RVWD BY: . i)Ell..___ ?ROJCCT NO. S.D.P. 98-0!(A) I; \021039\02391 l 7.dwg Mar 08, 2005 I: S9pm DRAWING NO, 419-9 Xrefs; 0239MAP; 0239/UTL; 0239TPPL; 02391; 0239PR0; 0239UTL: 0239GRD; 0239STR .... "'-I 0 - -.0 I -.0 l ___ _ 26K! 215,ri IT OETAIL NO SCALE s.oxi I OETAIL 'B' NO SCALE CAUTION!! CONTRACTOR TO VERIFY 77-IE EXACT LOCATION OF EXIST/NC UTILITIES IN 77-IE AELD PRIOR TO CONSTRUCTION! RUSH ROSE DRIVE SUNCUP WAY 2710 Loker Avenue West Suite 100 Carlsbad, Collfornio 92008 760-931-llOO Fox: 760-931-8680 Civil Engineering Plarming Processing Surveying DESIGNED BY: C.0. DATE: DEC. 2003 "AS-BUILT DRAWN BY: J.S., C.F. SCALE: 1" = 20' PROJECT MGR.~· ~G-.0~. __ JOB NO.: 02-1039 f------------------1 P.E. EXP. ___ _ ENGINEER OF WORK: REVIEWED BY: GEORGE !l'DAY ·1 RCE: ' 3!014 INSPECTOR " DATl DATE o· 5' k- ' I J 20' 10' SCALE: 1" = 20' 40' CENTERLINE DA TA ~No) DELTA/BEARING RADIUS LENGTH I N 13'02'25" E 183.00' NOTES: I. ALL EXIST/NC PR/VA TE' STORM ORAIN P£R 3•i9-3A. 2 SE£ CRAOINC PLANS FOR PR/VA TE' STORU DRAIN. ' .... '"' ---_ I "--'-I-_~--' +-+--I - --.:::. ; ----,-_----t---t----t-.c _ ... -,---I·:'.'.:_'. ---' PRIVATE CURB DATA (NO; DELiAiBEARING RADIUS LENGTH REMARKS I 6 = 83'36'o5" 16.00' 2J.35-. 6" TYPE "C-1" CURB 2 6 = 96'23'ti5" 2.00' J.36' • • J 6 = 89'59'ti5" 2.00' 3.14' • • 4 N 13V1'25" £ 0. 45' T'rPE ·c-2· C.URB It CUTTER 5 6 = 90VO'oD" 3.00' 4.11' 6 N 16'52'35" W 15.00' l--'1'--l__ty_N__,7.',!'3'!_Vc,;1'2,;._5>_,..".E.E_l-===-W2 7 00' o N 16"'52'35" w 15.-.o-"o~,-+-----.--.------1 • • 9 · 6. ;;govi/oiJ•------3.00• 4.11· /YI'£ '(;-2 CURB It GIJTTFR 10 N 13V1'25" £ 11.35' 6" TYPE "G /" CURB II 6 = 90VO'OO" 3.00' 4.11' 12 N 16'52'35" w 1s. oo· • • 13 N 13V1'25" £ 45. 00' 14 N 16'52'35" W 15.00' • • 15 6 = 90'00'oo" 3.00' 4.11' • • 16 N 73V1'25" £ 0. 44' TYPE C 2 CIJRB It CUTTER 11 6 = 90VO'oD" 16.00' 25.!J' 6' TYPE 'C-1" CIJRB l-"1Bc--,f---'A~=-8,='8cc'2,""8ci'4"'o7•-1-~,6~. 0,~o~,+-~2='4cc.1=,·· +--~=~.~~. ~=---1 19, +_Nf!__!_?.,!_:JVc;,1~'2.g'5_4."E.--1-=::;:;,..11---...:5.~.1!.],1,' l--'TYA~'[=·~c;2~··-1c~VR.,r,'8~Jtc'.CU~TT£i'E'_l?'.':__J 20-t,, = 90VO'OO" 3.00' 4.11' 6' TYPE •c-1• CIJRB t--2-, _,_~N~16='52-'3.~5"'",-"w~+-~~--+-1•5.••.oo•=·· -1-----.--. ------< 22 N 13V7'25" E J6./J0'0 ------.--.------1 23 N !6'52'35'W-------15.00' 1-2=4'--'~D.--~=-=9/J'OO'OO" 3.00' 4.11' I-----.--. ----------- ~~-------! 25 N 13V7'25" E-11.34' i'rPE "C-2" CURB &-CUTTER ,_2_6__,_D._=_B_o_vo_·oo-·--'--3.-_o-o~· -1--4.11' 6"7'iPt-•c-1•·cuRB 27 N 16'52'35" W 15.00' ;2!8~j:=~N~7.~'3~V;7'.~'25l"~El:=j:=~~~~~t:=12%:,1.~--~o-ot· :========· ===·=======: :29 N 16"'52'35" W 15.00' • • 30 t,, = 90'00'00" 3.00' 4.71'~1-----.--.-----, t4317 IANIJ.7:Jr?VV7";:'z.~'5-rE'-;:-l==:--t-~5.ofP+-~rm='[~C--2=-a""u.~'RB~&-~CIJ""TT£i=/?rl 32 t,, = 89'59'45" 200' 3.!4' 6" TYPE "C-1" C.URB --+-~~=~~~=----! 33 t,, = 96'23'55" 200' 'j36' 34 1::, = af.JiJ•05-~.--+-~,6~.o·ry·--21J5•-1-----;-;;·---------- NOTE!! 3. ALL EXIST/NC UTILITIES It SURFACE l/,IPROVl!f£NTS AR£ PER owe 349-3. ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL ,---,----,---------4· __ FOR_DE._sc._'R._rP_TI_ON_or_£X1._'S,..Tl,_W,_G_EA_SEi_Mr-'EI-N_rs_:::'[E:...S,:'H,:::'EE~T-1.~. --..---~================~~ 1-----+---+-------------+---+----t---+---l I SH1E8ET I CITY OF CARLSBAD SH4E%l! ENGINF:FRING DFPARTMENT ~Cl >------!---+----------------------:===-==============~==~ IAIPHOVEAIENT Pl.ANS FOR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS. 6215 1----+---1-------------------+----<-------+------1 ----. LOCATION: NORTHEAST CORNER OF LA COSTA AVl" APPROVE~ BRIDGE OVl"R ENCINITAS CREEK, 185' llf'ST 1---+---t-------------------+----+----+---+----1 _,""1f 21C s ;,,,_~·□&'.f LLOYD HUBBS '1fl"~S- OF EL CAMINO REAL PE 23889 ''tXPIRES%-.J1-05 CITY ENGINEER DATE +----+----l RECORD FROM: RECORD OF SIJRl/cY 11271 DATE INITIAL DATE INITIAL DATE !NITIAl OWN BY: .I ..__ I• CHKD BY: /L.s,;r RVWD BY: \lfll,. PRO,IFCT NO. S.D.P. 98-0!(A) DRAWING NO. 419-9 ELEVATION: 19.58 (BASED ON NCVD 1929) EhlGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Clrt APPROVAL I. \0210J9\{1;U911o.dwg Mar OJ, 200~ 4, L'.,pm Xrefs: U2J9MAP; 02397U ll; 0239H-'; OL.391 f-'PL; UL.J!:il; 023\:lPNO; 0239STR; 0239UTL; 0239GRD -0) 0 -.s:,. 0) _J ~1 .. -l--+--C---1 o· 5' 20' - ---1 O' 40' SCALE: 1 " = 20' CENTERLINE DATA '@! __ DELTA/BEARING RADIUS LENGTH I -N 73'07'2.5' £ 36.00' 2 t:,. = 90'00iJO" 25.00' 39.27' J N 16'52'35. W 183.70' 4 1:,. = 9ovo'oo· 25.00' 39.27' 5 N 73'07'25' £ 36.00' CAUTION!! CONTRACTOR TV VERIFY Tl-!£ EXACT LOCATION OF £X/SllNC Ulll/ll£S IN Tl-!£ F/£lD PRIOR TO CONSTRUCTION! 12+12.01 73.52 TC ·• L a---t---1 ----·t··-- -./S -------- I -_j_J~j_ ___ -------! -I . . I, -- 1 --------- -. -2.64, i ... --·-·-.. - - - -,. ,.. -- 1 ~~ +--+--I-------- ----_,_ -----,. f - ---\' ~---,---,--·-----\: __ .:,- 1li- 4 ~ 1--~ ------ ~ ,:!; -- cS PLAN: L£MON8£RRY LAN£ {PRIVATE,) SCALE: 1• = 20' "AS-BUILT / DRAWN BY: J,S •• C.F, SCALE: 1 • = 20' 0 ~~ DESIGNED BY: ~C=,0~. __ DATE: DEC, 2003 PROJECT MGR.· G.0. JOB NO.: 02-1039 ------- C O N S U L T N T-S--1------------------1 P.F. EXP. ___ _ 2710 Loker Avenue West Suite 100 Carlsbad, Cclifornki 92008 760-931-7700 Fox: 760-931-8680 Civii Fngineering Planning Processing Sur,eying ENGINEER OF WORK: REVIEWED BY: INSPECTOR " p s . . .. . II/ = =-~2. 4% q, . . - /' :5 II/ ------I--+- "'•• ,= '-'2. •U.+40. (J(J •. i= 57. I · t;·= -.OJ% --+------+ DATE DATE 'NO' \ ,, I 2 J 4 5 6 7 8 9 10 II 12 /J 14+93.24 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 JO JI J2 e------- J.J J4 35 .. -·-1::.:·· ~:J,!--µ.,J!F-4.!..!;'.-!..!,(..!!.µ=F,!=µ_!:;~!.!.!j.!--4-.!e! .--s · I,· 20' L_ l-15. 6/ = .9.. ' · 1 ·., -+• : + . 64 RUS. '. M PRIVATE - DELTA/BEARING RADIUS t:,. = 90'00'/Jo" ,o.oo' N 73'07'25" £ I:, -90'00'/Jo" 12.00' N /6'52'35" W I:, -90 '00'/Jo' 3.00' N 73'07'25" £ N 73'0725" E t:,. = 90 '00'/Jo" 3.00' N l6'5235" W t:,. ~-90VO'o0" 3.00' N 73'07'25" E N 16'52'35" W t::,. = 90'00'o0' J. oo· N 73'07'25. E t:,. = 9000'/)(J' 3.00' N 16'52'35" W t:,. = 90VO'oo" 3.00' N 730725' E N 7JV125" E t:,. =119'01'26" J.00' t:,. = 60'5834·---,2.00· N 7307'25" £ t:,. = 9000'00" 10.00' t:,. -90VOiJo• 10.00' N 73'07'25• £ N l6'52'35 .• W N 1JV7'25" £ N 16'52'35" W t:,. = /7'34'49· 38.00' N /1'3826" E L::. = 2772'/4" 56.00 S #"50'4/' W t:,. = 0302'28" JB.00' t:,, = 64'45'44" J.00' N 73'07'25' £ SCALE~ HORIZ· /" = 20' VERT: 1• = -I' CURB DATA LENGTH REMARKS 15.11' TYPE 'c-2• CURB & CUTTER 12.00' TYPE "C 2• CURB & CUTTER 18.85' • • /.68' • • 4.11' 6" TYPE "C-I" CURB 1.50' • • i.50' . • 4.11' • • 4.33' TYPE "C 2" CURB & CUTTER 4.11' 5• TYPE ·c-f" CURB 1.50' • • 1289' • • 4.11' . • 21.83' • • 4.11' • • 1.17' TYPE "lf2 • CURB & CUTTER 4.11' 6" TYPE 'G---I' CUR/3 -- 1.50' • • 0.37' • • 6.23' • • 12. 77' TYPE •c-2• CURB & CUTTER 12.00· • • 15.7/' TYPE •c-2• CURB & CUTTER 15.11' • • 5.07" TYPE "C 2• CURB & CUTTER 10.00' 5· TYPE ·c ,. CURB 18.00' • -----• 11.65' • • 11.66' TYPE 'G--2' CURB & CUTTER ~-18.00' 6" TYPE •c-1• CURB --26.59' • • 18.00' • • 2.02' TYPE "c-2• CURB & CUTTER 3.39' 6" TYPE •c-1 CURB 5.42' • • I t.:lf!Z· 1• f'-,,W'-+--+--+_.__'--+-'-"-......_,c.......a ("' = 4' ! 21.79 >IRA +--+--+---- I$. rt'-"--"--'-' 1r1Et 1:ncA n , • •· •-•·--··" -I ••I I 9.7: , VRB .. ·I~~ -~ J6 - 37 38 Jg 40 41 ,__42 43 ~-44 45 46 _ 41 -48 49 50 51 52 53 54 55 56 57 ~-- 58 59 ONB. STA: 17+06.64 RUSH ROS£ OR/VE PRIVATE -··-· - DELTA/BEARING N 73'07'25' £ -t::. = govo·oo· N 16'52'35" W 1:,. = go vo·oo· N 73'07'25" E t:,. = 90VO'o0" N /6'52J5" W N 7301'25" ,- 1:,. = 90 vo vo· N 16'52J5' If t:,. ; 90VO'oo" N 7J'IJ7'25" £ N 73V7'25" £ 1:,. = 76'50'4o· t:,. = 05V4'oJ" N 88'39'!3" W L::. = 2772'/4" S 61'26'.59' £ L::. = 27'38'10· N 16'5235' W N 7JV7'25" f N 16'52'35" W -N 7JV7'25" £ L::. -90'52'25" SCALE ~ HORIZ· 1 • = 20' VERT: 1• = 4' CURB DATA CONT. RADIUS LENGTH REMARKS 1.51)' • • J. oo· 4.71;·-. • 1.17' TYPE ·c 2• CURB ,t CUTTER J.00' 4.11' 6' TYPE 'C-1' CiJRB --- ------~ 21.83' • • 3.00' 4.11' • • 12.35' • • 1.50' • • 3.00' -{1i' • • 4,Ji' TYPE "C-2" CURB & CUTTER 3.00' 4.11' 6' TYPE •c-1• CURB 1.50' • • 2.58' . • J.00' 4.02' • • 38.00' J.J6' TYPE •c-2• CURB & CUTTER 18.00' 6'TYP£ •c.:.1• CURB 56.00' 26.59'-. • • 18.00' • • JB.00' 18.33' TYPE'G-2" CURB ,t CUTTER 11.65' 5· TYPE •c-1• CURB 18.00' . • --/0.00' . . 5.00'. TYPE •c-2• CURB & CUTTER JO.,.,,, 15.86' TYPE •c 2• CURB & CUTTER NOTES: !. FOR DESCRIPl/ON OF £X/Sl/NC EASEMENTS SEE SHEET 7. 2. SE£ GRAD/NC PLANS FOR PR/VA TE STORM DRAIN. J. All PROPOSED OMHO U/1Lll/ES SHALL BE CONSTRUCTED PER SHEET 35. U/1l/11ES SHOMI ON THIS SHEET AR£ FOR REFERENCE ON/ Y. 4. All £XIS11NC Ul/L!l/ES & SIJRFACE IMPROVEMENTS AR£ PER Dlltl 349-J. NOT£!! £L£CTRON/C DATA FILES AR£ FOR R£FER£NC£ ONLY AND AR£ NOT TV 8£ US£D FOR HORIZONTAL OR VERTICAL SURVEY CONTROi.. I BENCHMARK: ~···· .. ···------+------------------+---+---+-----· __ _, LA COSTA GLEN NORTH DESCl<IPTION: LOCATION: BRASS CAP STAMPED CSLB-017 l.S. 6215 1----1----+----------- NORTHEAST CORNER OF LA COSTA A VE 8RIOCE OVER ENCINITAS CREEK, 185' IIEST 1----+----11--------0F EL CAMINO REAL APPROV[~ ---------1------t---t-----!---J· ·-¢ d'~ · . .z'-,t,,_, i £ "~ _L10YD HUBBS : ,I;/~£. n: 2388~&.ll -05 CITY FNGl'ffER DATE RECORD FROM: RECORD OF SURVEY 17271 DATE INITIAL DATE INITIAL DME INITIAL OWN l:IY: .>L.s"-'-'<-"-'- CHKD BY· /Z,.!,;(" RVWD BY: nell.. PROJECT NO. DRAWING NO. ELEVATION: 19. 58 BA SEO ON NCVD 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C TY APPROVAL S.O.P. 98-01 'A 419-9 I: \0210J9\02J9IHl.dwg Mar 08, 2005 1: 43pm Xrefs: 02.59\.1AP; 02J97UTL; 0239TP; 0239TPPL; 02391: 0239PRO; 0239STR; 0239UTL; 0239GRD _J ' -'-.. : -+--+-- ------=~ -~----=--.. --. " .. :-r .. ::--· . ' · .. : :: 1,:_;::,, . -- DETAIL MODIFIED CROSS GUTTER NO SCA/.£ CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH£ AELD PRIOR TO CONSTRUCTION! (c)?Q04 o'nnv Con~11", ,,,f Inc 2710 Loker Avenue West Suite 100 Carlsbad, California 9200~ 760-9.31-7700 Fox: 750-931-8680 ------'"""'" , .. _: .-' ::_:: c;vll Eng neering Plan,iing Processing Surveying ___ _:__:_ __ -----=-------r-- DESIGNED BY: ~C=.O~. __ DATE: ~DE~Ce-~2=00=3~_ F 1• = 20' DRAWN BY: __ J.S., ~C~. ·~-SCALE: PROJECT MGR.· G.0. JOB NO.: 02-1039 ENGINEER OF WORK: GEORGEulDAY V DATE:~ t/o~ RCE: 32014 -----:...·: 1::·.::·:-. -.-., '; __ "AS-BUILT ,, p [, EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE .. -_ _-_-::-_ .... :_--. -" ........ ------------,. " ..... -·--+-+---+-- 20' 10' SCALE: 1" = 20' --1--· , __ ""'"' ----i--------r---.. " " . ---- --:_ - 40' BENCHMARK: DESCRIPTION: BRASS CAP STAMPED CSLB-011 LS. 6215 NORTHEAST CORNER OF LA COSTA A If .. t--.-----+--j_··. ·:::"I'"_:__ C---t--O-- -:;, " -I.: -t--+---t---1 :_--.. I--. ! "' "'' ,-:, -'_· .. ",' , ..... • I ------1--- -- I - - --- ~--::: :;1-----+---_ --+--■ ' -. :· ... t---,--.... -..,.-j .. ·.... .. ----- 1-:_ ----~-1· __ _ -1------------ ------ "' . _·_,:::_ --------- -------- ' '"'' ..... _. ---_·. --.: . -.:·_ ---_- --+--_ '+,-+-t--+-+---t-+-t--+--.--+--t---t--,--,-----_ r--.i--.... ----:_--i:-------1-~ I":·"'. - -' ------+--------1:.-.-.--_.:_ -- ------t---- - ----I .. • :_-: ___ (_:__ __ _ -_J.-1----I--,-,r+- NOTES: I. ALL EXIST/NC PR/VA T'E STORM DRAIN PER J-19-JA. 2. FOR O'ESCRIPTION OF EXISTING EAS£1./£NTS SEE SHEET 7. I r . ·:_:·_· -,. ·1.:--. ---t----1-.. -.: ;·_ I' -:- .::. --: --.: -' - :· - .......... 1····::: I-:_. ; ::~:-. ·::::.-: PRIVATE CURB DATA (Nq DELTA/BEARING RADIUS I /',, = 88V2'i4' to.00' ~2 N72'58'42' W f-'J'=-1-'/';::-'"=c-5.:.c5ccvC:Cg"''oo~·.--, ---20. oo' 4 /',, = 29018'01" 36.00' f--'.5-+---"f';=-----'5.~5~v"=r;c;-.:,oo'c-·.--t---'20. oo· 6 N l2'5842' W 7 /',, -66VJ'4J 10.riiJ' LENGTH 15.37' 5.84 19.25' REMARKS 6" TYPE •c-1• CURB TYPE ·G-2" CURB &-GUTTER • • 182. 40' 19.2~5"'+------.--.-----; 14.38' 11_5.3•+--~6~ .• ~TYP,='E~.G=--"""',---=cU,c-.:i?."''8=----1 • • CENTERLINE DATA NO DELTA/BEARING RADIUS LENGTH I N 12'58'42' W 19.07' NOTE!! J. ALL PROPOSED OI.IWO UTILITIES SHALL BE C1WSTRUCT'ElJ PER SHEET .16. ELECTRONIC DA TA ALES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ US£[) FOR HORIZONTAL OR VERTICAL SURVEY CONTROL UTILITIES SHOWN ON THIS SHEET ARE FOR fi',FERENCE ONLY. 4 ALL EXISTING UTILITIES &-SURFACE /!./PROV/. YENTS ARE PER owe 349-J. 5. •= 1.100/FIEO BY NOT ROUT/NC SIO'EWALK Bt'IINO ORll-f"WAY. --------l---+--+---t----J I S2HEOET I CITY OF CARLSBAD I SHi~~1 ~===~::::::::=::E:::,NG:::l::=N~E~ER::,l::N::G=D::1::-p=_A::R=T::M::.,.=NT==::::'.-'=="l-='='O~ IAIPROVDIENT Pl.ANS FOR: ----- LA COSTA GLEN NORTH APPROVED #Y LOCATION: BR/OGE OlfR ENCINITAS CREEK, 185' Hf"ST 1-----+---+---------- 0F EL CAMINO REAL PE-, ;889 ~R-ES • .,,, ~ ,-~; LLOYD HUBBS -Q'r;/.fl':$' CITY ENGINU::R DATE /1\ RECORD FROM: RECORD OF SURlfY 11211 t---D~AT~[---,-~,N~rr"'rA~L-1 DATr INITIAL 19.58 (BASED ON NGl4J 1929) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: DATE INITIAL CITY APPROVAL DWN BY: J.S.' _r - CHKD BY: flZ" RVWD BY: -"S>E.C PROJlCT NO_ S.D.P. 98-0f(A) l:\021039\02J912J.dwg Mar 08, 2005 1:45pm DRAWING NO. 419-9 Xrefs: 0239MAP: 02397UTL; 0239TP; 0239TPPL; 02391; OtJ9PRO; 0239STR; 0239UTL; 0239GRD _J ''-,-."\ ~..r-· -I !~ . 1 ' _:__i - ----------+--+--+--' ... ---------- ''==1---+~·· ..... c«; .. F, . .cJ=CF=I •!';. J;Cl=c'f=f": . ; ~F .~ ! .. ·•, ...... , ..... 8; ~ l• • .. .,., i;'l. -,------ 50. , H'.:' 6 500 .49'R. ·· ··· "' · ·tr ·"' .;i,;.====1= " 1 ~ If·+-+--l =~=F=t:~+='±=ct f=,fc=+~f-"+--+=1=" ill .,_ 14 TA p E,EV 106. 7 :;: , 2. .00' ..t.-+.-+...+...c.+.cc..+~I.;;• l="F~I ~ ~ ~ h: <>: ·;i;~¥k+....J2:~ {. -~.~==i=t==i==i:=±=4 I •· re• I ~ ~ ~ !,j ~ ~ !,j ~ -<:s -1.::_ __ - _ t1r-+'··.·· ~~~ ••· I'-···+· ·•=i== 'HO. i £. ·.•· 10 o· s· 20· ----10 SCALE: 1" = 20' CAUTION II CONTRACTOR TO '-fRIFY THE EXACT LOCATION OF EXISTING UT/UT/ES IN THE FIELD PRIOR TO CONSTRUCT/ON! C 40' I • ' ·J.c-+-.-+--+--+:-::-::-.-1:- i .. --= --r· _--- • I .• I L_:__ I ··-. -· . I ·+--+'---..-+.-I : .... ' ·I· L __ : .. --------- .... , .. , _,, ... ''". ---·" ····-- I••· +., -____ _ f-l-+--+--+~+-' -----1-----+--+--' •• i -+--1.--1-_j_ .. -------------+--, ~'lrr-htte-+-Fi±~_.£:'-T±:fi~=r-t±~ .. ~-· ··-·H=f+-+B-~r--:t+rl==t-....•. ~ ...•......•.•...•... ·R·.·1.•.···. =h4=-h=J.:=-W----4_:__j:__j_.-+-... ·-·_j_· LLLLI .. -·->~::7 . ·--··- h: <>: I 8l ! l!:l "" <>: 1li ~ i;,J o; "Ci 'f "' ~ '1i> cl; <>:: h: •• I . <>: k: . I --' \ '' § o; "' ) '~ 1li <:'; , ~ "-"' -;_!; -I::] EMERGENCY ACCESS&! FIRE LANE EASEMENT PER PR/ 04-80 EXIST/NC 42" PRIVATE CLFAN WA/ER HDPE STORM DRAIN PER owe 34.9-3A TO REMAIN IN Pl~CF I ~ ~i ~ ~ S'! "' .:i ~ 'ii, !l'i cl; c::; 0.: PLAN: LANCEWOOO LAN£ {PRIVATE) SCALE· 1• = 20' • ;;,; 'I: g3~~ -·~~~ ~I"'~~ "'' :le <tli:3:t ~ F,,..._ DESIGNED BY: _cC,,,,.O,,_, _ DATE: DEC. 2003 "AS-BUILT 0/ G,li~ DRAWN BY: J.S,, C,F, SCALE: 1" = 20' PROJECT MGR.· G.0. JOB NO.: 02-1039 ----------- C O N S U L T N _T_S __ 1-----------------l P.E. EXP, ____ _ 2710 Loker Avenue West Suite 100 Carlsbad, California 9?008 760-931-7700 Fmc 760-937-8680 Civil Engineering Planning Pror,~ssinq Surveying ENGINEER OF WORK: l<l:.V:E.WE.l) BY: INSPECTOR " -------____ , ' DATE DATE BENCHMARK: 1 2 3 4 -5- 6 7 NOTES: I. All EXISTING PR/VAT[ STORM DRAIN PER 349-J, I. 2. FOR DESCRIPTION or EXISTING EASEMENTS SE'£ jH£ET 1. J. SEE GRADING PLANS FOR PR/VA TE STORM DRAIN. 85 ___ , ___ _ ' . --,· . ··1 ·7 PR/VA TE CURB DA TA . DELTA/BE:A.RING RADIUS LENGTH REMARKS 6 -l/'24'I9• 288.00' ... 51.33' TYPE G-2 CVR8 Jt GIJTTER 6 -46VO'J5" 15.00' 60.23' • • N 4617'44'£ 39.40' • " 6 = 8873'o4" 36.00' 55. 43' • • . c. = 89 'Jtfog• 36.00' 21.16' • • 6 -2674'3/" 36.oo· 56.32' • • 6 -28'39'35" 312.00' 156.00' • • CENTERLINE DATA DELTA BEARING RADIUS LENGTH NOT£!! 4. ALL PROPOSED OMllfJ VTIUTIES SHALL BE CONSh'/VCTED PER SHEET 31. ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR'-fY CONTROL UTILITIES SHOW ON THIS SHEET ARE FOR REFEM:NCE ONL r. 5. ALL EXISTING VTIL/Tlts &! SURFACE IMPROl£MENiS AR£ PER DWG 349-3. 6. •-MOOIFIE'O BY NOT ROUTING SIDEWALK BEHIND DRlvf'WA Y. Lill cirErGINirNG q)1~~N~An ~ ll,IPHO'l£1,1£NT PLANS FOH: DCSCRIPTION: BRASS CAP STAMPED CS!.B-017 LS. 6215 t---J---+----------------+---L--1---'---__J LA COSTA GLEN NORTH LOCATION: NORTHE'AST CORNER or LA COSTA Avf' ---·· BRIDGE OVER ENCINITAS CREEK, 185' M'ST 1---+--.J.-------OF EL CAMINO REAL RECORD FROM: RECORD or SVRvf'Y 17271 DATE INlTlAL ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 19.58 'BASED ON NCI//J 192.9 DATE INITIAL D\TE >----~--->--INITIAL APPROVE[)'d,:,,. .c4' < t<~rir8saf ~, !,LOYD HUBBS -F/t'/P' PE 23889 ~ES ~-·31-0:, Cl1Y ENClr~EER ' DATE g~~n 8~~,JZ.~ .•. PRDJFC0 NO. DRAWING NO. OTHER APPROVAL 1 :ny APPROVAL RVWD BY t>EP.. S.D.P. 98 01 'A 419 9 i:\02-.Qj~\U2J':JIL'l.dwg Mar 06, 2005 1:47pm Xrefs: 0239MAP; 02J97UTL; 0239TP; 0239T?PL, 02J91; 02.391-'FO; 0239STR; 02J9UTL; 0239GRD 0 - "0 I "0 ) )-' \ / \ ' L 20' t 5' 10' ---- SCALE: 1" = 20' CAUT10N II 40' CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTlNG Ulll/TlES IN THE RELD PRIOR TO CONSTRUCTlON! C ' -------- i · __ -----'--- 7 PLAN: LANCEWOOO LAN£ {PRIVATE,) SCALE: 1• = 20' DESIGNED BY: C,0, DRAWN BY: J.S., C.F. PROJECT MGR.· G.0. ' ' I DATE: _ll_EC._ 2003 SCALE: 1' = 20' JOB NO,: 02-1039 8 "AS-BUILT i------------------1 P.E. EXP _____ _ 2710 Loker Avenue West Suite 100 Corlsbad, Californio 9200B 760-9.31-7700 Fa~: 760-931-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: REVIEWED BY: INSPl::CIOR " DATE DATE .. --+--+-·-j-:--.. ~ .. -'--'--1--Jl - ---. . . -.. --· ___ ._ =r-c-+=+ .9J l! 06. 7: .. :_'.-~2, -----.---- . _ 1;l WATFR DATA NO DELTA/BEARING RADIUS LENG"Tl-1 REMARl<S 1 N73°05'0b"E ,:;, 55' 0 VC-ClZOO 3 NloC.0 +2'0411 W • 0 11 " 2.\..--*IO' PIPE LE.NG TH __ _......_ _ _..___..,...,. ,__.,.__,__........._.,.___....,...__...--,,..,..._ 11 i. I I 1 1 I I EE S/.IEET 37 R CO/V T!NUAT! WATt/l.LINE 2 - -----... PRIVATE CURB DATA DELTA BEARING RADIUS LENGTH REMARK ,, ) 1a12' 6 TYPE "c-i'" JJ.28 TYPE C-2 CURB 1 6. = 61'25'4/' 10.00' 2 N 1Jv5'o6•w-+-=~-+-~=-~~-~~ CURB & CIJTTER J 6. = 90VO'o0' 2.00' 3.14' 5• TYPE •c-l" CURB 4 N 16'54'54" W -0.64'. • • 5 6. = 82'58'J6' 2.00' 2.9tY • • 6 N 80V6'JO' E 18.61' • • 7 N 09 '53'JO' W 450(}' • • 8 N 80 V6'Jo' E 20.38' • • 9 N 09'53'Jo" W 20.00' • 10 N 80V6'JO" E 21.00' • • II N 09 '53'JO' W 2aoo· • • 12 N 80V6'JO' E 2aoo· • • 13 N 09'53'30' W 36.00' • • 14 N 80V6'JO' E 16.19' • • 15 6. = 93'52'04" 3.00' 4.91' • • ·-----··-16 N 13'45'34' W 4.19' • • ---· 11 6. = 8912'o2' 3.00' 4,67' • • 18 t:,. = 05'JO'oo4' 212. oo' 20.36' TYPE C-2 Cl/RB __ " ____ i7;urTER 19 N 09'5J'JO" W 20.02· --1!"-trPE 'c:. !' Cl/RB 20 6. = J0'58'02· 232.00' 125.39' • • 21 N 66'42'o4' W 120' • • 22 N 2377'56" E 20.00' • • 23 N 66'42'o4" W 24 N 2377'56' E 65.00' TYPE C-2 Cl/RB 20.00' 6" TYPE "c-1' & CUTTER Cl/RB 25 N 66 '42'o4' w· 18.00' • • 26 N 2377'56' E /0, I}()' • • 27 N 65'42'04' W 20.00·· • • 28 N 2377'55" E 10.00' • • --·· ----- 29 N 69'27'58' W 20.00' • • JO N 16'45'11' E 10.00' • JI N 76'52'32" W 2000' • • NOTES: 1. ALL EXIST/NC PR/VA 7E STORM DRAIN PER J 19-JA. 2. FOR DESCRIPTION OF £XIS TING EA SEMEN TS ,E£ SHEET 1. J: SEE GRAD/NC PLANS FOR PR/VA 7E STORM CRAIN. I --1--- - - ------+--+ . I PRIVATE CURB DATA (NO; DELTA/BEARING RADIUS - LENGTH REMARKS ' - N O!J'29'44' E 5.00' J2 --• • -· N 89Vl'l8' W 20.00' JJ --. • J4 N 02'27'40' E --2.5.00' TYPE ·c-2• Cl/RB & CUTTER J5 6. = 03'24'34" 188.00' 11.19' • • 36 N 89V3'o5" E --182' 6' TYPE 'rl-1' CURB 37 N 00'56'55" W --24.00' TYPE ·c-2· Cl/RB & CUTTER 38 N 89VJ'o5" E --182' • • 39 C:. = 2474'50' 212.00' 89. 72' • • 40 N 66'42'o4' W --61:31' • • 41 l:,, -07'36'49' 188.00' 24.98' • • --42 N 15W'o6' E --·022· 6" TYPE •c-1• CURB 4J C:. -J2'.J6'o0" 180.00'--102.42' ------• • 44 N 7JV5'o6" E --41.66' 45 N 16'54'54' W ---8.-00, • • 46 N 7JV5'o6' E --9.28' TYPE "rl-2" CURB & CUTTER 47 6. -61 '25'4I • to.00' io.12' 6 TYPE C-1 Cl/RB CENTERLINE DATA ~ DELTA/BEARING RADIUS LENGTH I N 7JV5'06" E --1---~84' 2 6 = 4072'49" 200.rio' l4/J.J7' 3 N 66"42'04" W --109,3!' 4 6. = 2474'450' 200.00' 84.64' 5 N 89VJ'05" E --J.82 NOTE!! 4. ALL PROPOSED OMW/J UTILITIES SHALL 8£ CONSTRUCTED PER SHEET 31. ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL U l/Lll/ES SHOWN ON THIS SHEET ARE FOR ilEFERENCE ONL Y. 5. ALL EXIST/NC UTILITIES & SURFACE /1,/PROWl.(ENTS ARE PER Ollfl 349-J. 6, •= MOO/F/EO BY NOT RO/IT/NC SIOEWALK BIHIND OR/VEWAY. 1----l-----4------------+--~f---+----l------l I 2SH1EAEI I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 478 ~:::::::::=.:=========:::::::::::::====='-'==== IIIPHOVE:l.fENT !'I.ANS FOR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAl.(PED CSLB-017 LS: 6215 ,__ __ J__ _ _,_ __ ---------------+---+---'C----'---' NORTHEAST CORNER OF LA COSTA AVE BR/OGE OVER ENCINITAS CREEK, 185' 1/f'ST 1----+---+-------------0F El CAl.(/NO REAL ADDED ID" WATERLINE, F-~/. A SS'i 1 EA,E:MH.J7 f. ti o LLOYD HUBBS :!!"'/ore :F CITY [NGiNEER ' · ATE OWN BY: .. , . ~- RECORD FROM: RECORO OF SIJRVEY 17271 DATE INITIAL OA E I ITIAL CHKD BY: I? $:[ RVWD BY: _Q_EL_ PROJECT NO, S.D.P. 98-01 'A DRAWING NO. 419-9 ENr,INEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELEVATION 19.5.8 BASED ON NCVO 1929 I. \021 o:m\02,39121 A.dwg !~or 04, 2005 9: 31 :1rn Xrefs: 0239MAP; 02397UTL; 0239TPPL; 0239!; 0239STR; 0239UTI; 0219GRD; 02.39PRO I',,) .... __J CAUTION!! o· 5' µ 20· 10' SCALE: 1" = 20' CONTRACTOR TO VERIFY lllE EXACT LOCA T!ON OF EXIST!NG Ulll/T!ES IN lllE ARO PRIOR TO CONSTRUCT!ON! 40' 0/~~._____ C O N S U L T YN T S 2710 Loker Avenue West Suite 100 Corlsbod, Colifornia 92008 760-931-7700 Fox: 760-931-8680 Civil Engineeri!llg Planning Proce::ising Surveying PLAN: LANCEWOOO LANE (PRIVATE) DESIGNED BY: ~c~.o~, -- DRAWN BY: J.S., C.F. PROJECT MGR.· G.0, DATE: DEC. 2003 SCALE: 1' = 20' JOB NO.: 02-1039 SCALE: 1 • = 20' "AS-BUILT 1---------------------1 P.E, EXP, ___ _ ENGINEER OF WORK: REVIEWED BY: DATE, 31 '( lo~ GEORGE O'DAY /' RCE: 1 30014 INSPECTOR " DATE DATE DETAIL . . . . ' ' ·: ,:. I" I • ' ' I i --->--------- I ----------- ' . -·_ ---+------------ -1.,., I ' ,. • . ,. _:_ ----- .. : ' .... --- ' ' -__ _:_: ____ ~_:_------ ------->-- -• ~ • I . . .• ----1--, . ·" --,. " ------------------I--------- . I. -[_" f--+----'-+--+----l ... _ .. _-_ . .. , . .. .. . . --- ' ., I,..,. : ---_--. - -- -------:- ' - ' I ! _.:..: ; ... ----___ ; ---~ ---__ L:.>-_-... . ___ , ___ .. . ''.I. -J ""' --,-_,_ -_: : , .,., -" __ _-... I ---_, ... :::-:r---. r ---·:. . .. ' .... : . ,.. -. -. r· =~=-- . "' • I •..• " • I • 1-,.-., 1: .• _- . - -"' -·. I.·""' J... ·,· .... -I. : I.-_. ·_ ~ . - -------------- ,._"'.." I -•..• _ 1----··-::_:·-l--··"···•"" --+-----,f--+--+--+'---+.-F·:: +--+'--"--'---·. ·c._-f'-'-----'----l---+-···-1·'--'----+' ·:_ .,·.·_,.·-· ·_' --+---+•-f'-'-----'----'----+-----,-+--+---+'---+-l--l--1---11 ' _, 1-----. . . _------.·., - ·r. - ... --. ---·I··· ' ' "'_ 1i:", '""" :·: .... ---.. . .. 1-----· ---::-·· ---------I , · .::· .: ·: • I ·: " -·--: ·:-I ' ' ' ' I . . .::· : .. "'.: _: ·::: -- :T. ::· ... ·::.· ... - -.. • I•"·,-_ I -.... -...... " ... ~ - - -.. ,_ -----------------!=-'---+---" ....... _:;:.1 .. ·::_- I ••• I .... ~-·-. - --.1.::.~: . -.-,.:r:"' .. ' .. "_ :::---r:·-:=::- . I . , '.':'.·: ~--------------CENTERLINE DA TA '(NO) I 2 J 4 DELTA/BEARING t:. = 07:J0'48" N 68'46'34" W t:. = 2JV6'o/' N 88'01'25" E -RADIUS LENGTH ----'C::-:-:-:-300.00' 39.Jt -so.Ii' l•/o.00' 56.47 . - 106.?/' MODIFIED CROSS GUTTER NO SCALE NOTES: I. All EXIST/N(; PR/VA TE STORM ORAIN PER .J49-J 4. 2 FOR DESCRIPTION OF EXISTING EASEMENTS SEE :,'1/EET 1. 3. SEE GRADING PLANS FOR PR/VA TE STORM DRAIN PRIVATE CURB DATA (No: DELT~BEARING RADIUS LENGTH REMARKS ~,-------~~-==! I t:. = 04'41'4I" 31200' 25.56' T'rPE 'G-2" CURB&: GifiiER tJ2t1=~Nj7']_1~'J5t-'4~1:• ~w:=t~~~-~=r_--_!L71.76' TYPf"f/:..j•cuRB i G!Jtim- J t:. = 20'16'54" 125.00' 44.25' T'rPE 'G-2' CURB&: GUTTER 4 N 88'07'25" E 71-71' T'rPE 'G-2" CURB&: GUTTER 5 t:. = 90'00'o0' 20.00' Jl.42' 6" T'rPE 'G-/' CURB l-~-1-----'~~==~-+----=='--'-== 6 t:. = 84'26'47" 20,00' 29.48' 6" TYPE 'G-1' WRB 7 N 88'01'25" E 34.25' TYPE "G 2" ivRB &: GUTTER 8 t:. = 90VO'oo" J.00' 4,71• 6" TYPE 'G-/' CURB f--"c9-+~N-0~1-='52-'J5"'-·.-'w'c--+--::_-::_"'_':'__'-----l-l5.00' 6' TYPE 'G-1' CURB Q1~0IJN~88~v~1,;:i~5:•IE=t:===t]2~1.oo· 6" TYPE 'G-r CURB l---!l'_!_l_j_j:,_Nf__!0'!!_/~'52?_:J.~5'--.--)!"W~!-===--,_-1-15.14' 6" TYPE 'G-1" CURB 12 t:. = 87'44'oo' J.00' 4.59' 6' TYPE 'G-1' CURB 13 t:.~-=~0...._9'~'32~'2._.,J'---'___.__,.18.,,,:2._...(),.,_'0_' ,___.,.JO.JO' TYPt-'G-2' CURB&: GUTTER 14 -6 = 91'36'08' J.00' 4.80' 6' TYPE 'G-1' CURB L7l:J_5J_-_iNY_-~0811_71:,_9>j'4'11_0_" Et_J_===-J ___ /4.58' 6' TYPE 'G-1' CUR.,..._'8 __ 16 t:. = 06'45'2I" 170.60' 20.12' __ l ___ TYPE "G:..,•-c/JRB 1--~-~~-'-;;'--'--+-~='--'>--------' -- 1-111~1JN'--'ll_:)_5i!'05?'014t~·i_E~!-===--,_-l-__!_l5.iJ' -6' TYPE "G-1' CURB 18 t:. = 87:J6'.J5' J.00' 4.59' 6" TYPE 'G-1' C/JRB 1--,~9-1-~t:.~=~/J~J~'4~4-a-'59~.-1--,-82=.=oo'-,·-l--,-,,9,. TYPE ·c-2· CURB&: GUTTER 20 N 68'46'34' W 51. 70' TYPE •c 2• CURB &: GUTTER 21 t:. = 07'30'48' 288. oo· Jl. 77' TYPE ·c-2· CURB &: GUTTER NOT£!! ,f., All PROPOSED OMW UTILITIES SHALL BE CONSil/UCTED PER SHEET 38. ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL UTILITIES SHO/tf'/ ON THIS SHEET ARE FOR REfFIIENCE ONl r: 5. ALL EXISTING UTILITIES & SURFACE IMPROVEMEN.'S ARE PER DIWJ 349-3. 6. '= MODIFIED BY NOT ROUTING SIDEWALK BEHIND!:_D,~'Rl~VE~~~~::_Y. ____ _:::=================~ IAIP!ll)V£Af£NT PLANS FOR: BENCHMARK: 1-------~ .. ------+------------------=---1---1-----+----< LA COSTA GLEN NORTfl DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-017 LS. 6215 1----+------jf------------------+--+--+----+----< NOR THE AST CORNER OF LA COSTA A VE BR/OGE OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL ,_--+------1e---~ /,\ APPl<DVED41""' ft n( r!H)~~~ 21:l""= _LLOYD HUBBS _ ~/1,-:'- PF 23889 .-Plri ~31-05 CITY FNGINf:ER WITE RECORD FROM: RECORD OF SURVEY 17271 DAlE INITIAL DATE INITIAL JATE INITIAL OWN ElY: ''·"· .>. CHKD BY· il-5S RVWD BY· 'OEA.. PROJ[CT NO. S.D.P. 98-0f (A) DRAWING NO, 419-9 1958 /BASED ON NGVD 1929) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: CITY APPROVAL I: \0210J9\02j9,22.dwg Mar OB, 200b 1: 4Bpm Xrefs: 02J9MAP; 02397UTL; 0239TP; 0239TPPL, 02391; 0239PRO; 0239STR; 0239UTL; 0239GRD __J I\) I\) 0 - '"' .-:.· . . . -. - ----,., __ ":·· .. """ :·:-"· o' ... .:'.",'_;· \ \ \ 5' 10' \ \ 20' I \ \ I \ \ I SCALE: 1" = 20' CAUTION!! 40' CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISTING UTILITIES IN THE RELO PRIOR TO CONSTRUCTION! ~?004 n'nav rnnsultnnt" lnr SCALE: 1• = 20' 2710 Loker Avenue West Suite 100 Carlsbad, Co!lfornia 920:)8 760-931-7700 Fox: 760-931-8680 Civil [nginee·ring Plonning Processing Surveying DESIGNED BY: _,,_C,,,.Oc,_. __ DATE: ~DE=C~. ~200=3 ___ _ DRAWN BY: --J,S.L C.F. SCALE: ~1·_=~2=0~· _ PROJECT MGR._· __,G~.O~.--JOB NO.: 02-1039 ENGINEER OF WORK: GEORGE (QJDAY DATE: 3/x/o .l RCE: ' 32014 Q' 5' ~,--10' 20' SCALE: 1" = 20' "AS-BUILT p E. EXP. ___ _ REVIEWED BY: INSPECTOR 40' " DATE DATE BENCHMARK: DESCRIPTION: BRASS CAP STAMPEO CSLB-011 LS. 6215 LOCATION: I ' ..... __ ·I. ' ------"' .. 1-. ' .. :: -------- ' ........ ,.-, . 1 .... : -::· 1-. I." .. ,. 1-~-t---l . I I = ·+----l----l----1--1--"- ' . _" I PROFILE: OR/VE '8' SCALE N HORIZ: I• = 20' VERT: 1• • .f.' CENTERLINE DATA NQ DELTA/BEARING RADIUS L oNGTH I N 06V6'Jo" E 188/' t~2uut:,tli=~/8~11"2o~v~4t•=1==J~O.~-a~o=· t 98 09• 3 N 41'55'45" E 1561' 4 N 64'55'25' W 21. 45_'__ 5 t:, -/OBV2'.¢9" 41.00' 773,?'__ ~6W___!J_N_j4',J_JQV7c,'2c.:'5'.c"£E~1-===..l--/0 00' 1 I:,,= 90VO'!JO" -11.00' 6440' LJ8U--'N~46!c.,'5~2'.d'J52._'...1WLL.:==-.L 30.16' --+--- I ' .. _, ___ --------i----- ' - -. :.: : ••. 1---- -... . . --f--+-----1---l . 7-: ·:: __ ---.:~~-_--: -.·:-_:· __ I ;· .: • ·:. ,," _-· •• -~t-+-"-1'" . '" ···:: .. -- ---1----. : -. _:. " ' ' ---' "" ---, ____ _ .. . ··-,.,I .. :· : . i::: : . . ' _·· ---L-~L-Lc' · _·.:: · ·· .. 1·:· "· , ... ' . ;-.. . ··-... _,,, ,, -----t--·-..... --+--- ' ",., -____ -_ .. ' ' . 1.'''" ·.: : .. :. . ---, ------f--' . : . -•. --:.1 :·.-:--:-:---::: t--:-.. """"""" .. -- PRIVATE CURB DATA <t!_g; DELTA/BEARING RADIUS LENGTH REMARKS _l t:, = JJ,,.."25'-i''J"c1~· -+__._1.2..,._ . ..,oo~·+--=2-'-'4_=50' , _ __,6'-'_,_TYP.-'-'-"'E'--""G_-1,_·__,,c,,,vR."''B'----l 2 ,t:, =8670'39" 3.00' 4.51'-' • • • • ~ J N 2615'27" w 1.10' 4 1:,, = 24'34'35" -52.00· 22.J~o••+-----------1 5 N 01¥o's2'w · ---·=+--="1~--~,o~'+------.----,---.j, 6 t:, = 8610'39" J.(JO' 4.51' • " f-'=1--t--'l:,=---=---"'54'-'J'-'/C:C,,"'4=• -l---'42.'c'. (JO""-c,+--Ji 97' • • " 8 t:, = 8670'39" J.(JO' 4.51' • • " f-"-9--t--'N=---6~0"""29'--'oc''5'-';"rE-+----'='---+-15'.-lccO"' +------.--. ---~,-j • • 10 t:, = 41'50'01· 60.!JO' 50.09' l-'-/'cl--l--"N'"-cc11__.'4c'c0-i'c's5'=•:r'w~+----"'=-+-'(5jj)''-t------.--.--------< 12 A= 8670'39' J.W' 4.51' • • 13 I:,,= 05'13'54" 4.2.!JO' J.84' • • 15 t:, = 114'45'20' 2.50' 5.01' 6' TYPE •c-1• CURB 16 N 25V4'J5" f +----=+~,""-4.8~1"• +-ccr=rn,i'Ec,.,;c-"'2""-·~cu.;r.,i'?.;;:'B~&-~GU~nr;'=='R=-1 rj/tltJ1:,,~-~4~4~"2~1'~/4£,"jt~1~1.0.~0~'-tj5~4._Q9t6''~~1--:__-_-__.-c6'"_":::_rcc.'rP,c-c'Ec-...Cc--'1~•i-'-eu,='RB-~ I-18 N 69"25'49" E 1508'+----•--•----I 1---'-l"-9-+--=t:,"-"---__.B,,,6_..'5"'5-!-'.¢4'-"~f------'J."". O,eerJ,_' -1---"-"4. 55 ' -• • 20 t:, = 05V3'!8' 53.00' 4.68' • • 21 t:, = 16"26'26' 53.00' 15.21' • • • l--'2.'-'c'2-+---'t:,=---=---'-'J9""v""1~'J~'5~.c---1f----"'53."'_"'w'-·+--Ji{ig' +-----.--. --~,,-1 23 N 43V1'25' E ttidii' • • " _24 t:, = 41'40'59" 53.!JO' 44.lcl,,+-----.--.---,~,-1 d§ __ t:, ':/6"26_'Jc.4•.----t--';5";3.-';;oo";;.·+---o?'scc.2~1,· -1-----· --·---•-1 t2z6a=l:,i_,,_=~2.~'5i:5.I.52c'21t_·=:Jt=s~J.~. a~o=· r-2.~J.~. 910:J' -1-----·--·----l 27 N 46'52'35" E 5.80' • • t-'2,~'8;::r::;t:,rl=Bl1Z061'0t71'14:"=t~2.~9~. a~oj· t=S.~J!QIJ-'ccl '--1--'-"TYP,._.'E'---"'c---=--2·1:tJRB &-CUTTER ,_29 N 4JV1'25" E /0 !JO' • • JO t:, = 90VrJ'oO" 29.00' 4555•+-----.--.------1 JI N 46'52'35' E 4. 68' • • • 6" TD o• TRANS/l/ON " o• CURB FACE NOT£!! ELECTRONIC DA TA RLES ARE FOR REFFRENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL /AIPHOVEAIENT PLAHS FOR: >-----+---+-------·····----------------+------1-----l---1-----I LA COSTA GLEN NORTH i----------·· - NORII-IEAST CORNER OF LA COSTA A!,f BR/OGE Olfll ENCINITAS CREEK, 185' lff'ST OF EL CAMINO REAL 1----1----+--------- RECORD FROM: RECORO OF StJR!,fY 11211 DATF INITIAL DATE INITIAL ENGINErn OF WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: 19.58 (BASEO ON NCVD 19291 DATE INITIAL C1TY APPROVAL DWN BY: '·"· F, CHKD BY: lt-<:r- RVWD BY: '!)f. '½ PROct_CT NO. S.D.P. 98-0t(A) 1: \0210.)9\0?.)91?-1.dwy Mur 03, 200:::i 4: 2.5prn DRAWING NO. 419-9 Xrefs: 0239MAP; 02397U"IL; 02J91r'l-'l; Ud.391; 0239STR; 0239UTL; 0239GRD; 0239pro _j ... ·-. "' CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllN(; UllllllES IN THE RELO PRIOR TO CONSTRUCllONI (c)?Q04 n'nnv r.onsultnnt" lnr. SCA/.£' r• = 20' 'c' 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-9.31-7700 Fax: ?fi0-931-8680 Civil Engineering Planning Processing Surveying L - DESIGNED BY: ~C-~0~. __ DRAWN BY: J.S .. C.F, PROJECT MGR.· G.0. ENGINEER OF WORK: GEORGE flllDAY £ DATE: DEC. 2003 SCALE: 1 • -20' JOB NO.: 02-1039 DATE: 3/ '/or RCE: ' 3 014 PLAN: DRIVE '!J' SCALE': f • = 20' "AS-BUILT EXP _____ _ REVIEWED BY: INSPECTOR " DATE DATE I -- ----.. - PLAN: DRIVE T' SCAL£· I" = 20' I I ------- ----------------- . ' " . -- ' I~ f : . '.· "·_ ·: ": -- " . --------- ' 1,:,. -:· ------ --~ ----------- --- I I --+--+-_--+----" ....:~---"i---=-=--- -' ------------+-+- ' -... . -- I - ' --I ' - ------- :I:. '::. ::::::·: :. -+--__ -__ - "" ·;·_-_ ---.... ., -:·-· ---: ,_ ------t------ - ,----t--------j---- '"' -1--··. -------f---t-_-- ..... , - .. · . . ,..,f, .... .. :.· --------1----- . -:: I" .... _,___ --------- -' ----:·· :;:·--. _-.. :··::: ' -- ----------- ---+ ' -I:--_--.-. ---·_----. -----. ' -------... o· s' ' -t··--... , .. __ _,_~----- -____:_1---....: _ I I ,_ - PRIVATE CURB DATA ~NO) DELTA/BEARING RADIUS LENGTH REMARKS 1 r,. = 04V5'46" 42.00· 3oo•at=,--5""•-r""rn""'£-·ce=-"',-e=a""v."''RBec='iFl. 2 r,. = 65'29'04" 12.00· 4iioo' • • .. 3 6 = 65'37'17" 42.00' itiiij'+-----.--.---,,-,,--1 4 6 = 04V5'46" 42.00' 300'-• • • 5 N 46'52'.Jti' W 1.00' TYPE •c-2• CURB ,t C/JTTER s r,. = 47750• 40.00' 3·~00°'•+-=~6~.~TIP.=-=c'£c-'ii',c~-=-.,.;=ro~'RB=-"•~•--1 1 6 = 12'39'04" 40.00' 50.72' • • " 8 r,. = 0411'50' 10.00' foo=-,-1-----.--. ---,---+ 9 6 =10/'Jl'Jl" 20.00' 35.-ii' TYPE •c-2• CURB ,t CUTTER 10 r,. = 58'57'57' -1.00· -,{i2-,--t1-=~6-.~TYP'£~-.c~-~,.""c-v.~'RB="-'--l -11 r,. = 02-s1:;;•~t--~60.-0()' -J.oo· • 12 -ii.= 115'48'0/" 60.00' 121.21-· +-----.--.---,-,--+ 10 13 6 = 02'51'.53" 6000' 300' • • • 14 6 = 5277'39" 4.00' 3tf5=,--tl-----.--.-------t 15 6 =156'25'49" 4 oo· 10.92' TYPE ·c-2" CURB ,t CUTTER 16 6 = 41V8'22" 4000' 329i'+-----.--.-------t 11 6 =156'25'49" 4.00' to.92' • • • 6" TO o• TRANSITION " o• CURB FACE CENTERLINE DATA 20' 40' (NO DELTA/BEARING I N 4JV1'24" £ 2 t. = 168'31 ·,a· -j -N 43V1'.24" E ------------------4 N JI V9'42" E 5 6. =123'22'05" 6 N 25'28'12" W 1 N 74'36'.50' E 8 6 =110'51'41" 9 N 80'59'44" E RADIUS LENGTH 15.00' 30.00' J0.00' 50.00' 88.24' 15.00' 19.32' 34.60' 19.32' 15.00' 96.83' 15.00' SCALE: 1" = 20' NOTE!! ELECTRONIC DA TA RLE'S ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl SURVEY CONTROL CITY OF CARLSBAD SHEETS !-----+---+-------------------+----+--------------------I s24T I [NGINEERING D[PARTMENT 47tl ---,1----l IMPHOVDl£NT PLANS FOR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS. 6215 LOCATION: RECORD FROM: RECOR!) OF SURVEY 11211 ELEVATION: 19.58 (BASEO ON NCV!J 1929) NORTHEAST CORNER OF LA COSTA AVE APPROVl:J)j(1' r BR/OGE OVER ENONITAS CREEK, 185' M'ST 1------t------,-----------------+---+----t---+----+-A ( t"'~iJ!'t''&~e/4£ LLOYD HUBBS ~/..;A,,t,T,,.E,: OF EL CAMINO REAL PF 2388;fcCxplRC:r'°l 2~.31 c-05 C TY ENGINCER 0'1 ~~:::;::;:;::::;;:;:::;'';:::::::=::::::::=::::::::::::::::::::::::::;';::::===~ DWN BY: J.S. ' .f. PROJECT NO. DRAWING NO. ~~g ~~: \111. S.D.P. 98-0!(A) 419-9 I,\ 1--------1------+-'-'-..:,,_--------------------\-----f---~,--------j-----, DATE INITIAL [ 1Af £ --~---< CTHER APPROVAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION INITIAL CITY APPROVAL I, \0210..39\02391~!4.dwg Mar 03, 20D5 4: 20pm Xrefa: 0239MAP; 07.':l17UTL; 02.l9TPPI.; 02391; o;\VJS"'.R; 02.39UTL; 02.39GRD; 02.39pro I! _J -----. ~:~; ~~ :::: __ _ - -~=--··:_ :::.: -==:'. _-----r-- ----------·-----------::::-.::.f---:::- --- """" --~ ::~-~-· rA/JllON !! CONTRACTr:K? TO VERIFY TH£ EXACT LOCA 1KW OF £X/S11NC fJTH./71£S IN TH£ f1Ell) PR/OH TO C(liSTRfJCT!ON! (c) ,tJC\4 O'[)(lv (one:, ilt(lntc: lnr. ·---------. . - • 27io Loker Avenue West Suite 100 Corlsbod, Colifomkl 92008 760-931-7700 Fmc: 760-931 -8680 Civil Engineering Planning Processing Surveying : ___ - 1------ ... -----1-----I . f--f----+----J ~ -----------..... EXISTING 8" PVC SEWER ORDER OF WORK: t. REMOVE EXISTING 8" Pvt' SEWER ANO SEWER LATERALS FROM STA. 10+40 TO STA. 12+50. 2 EXISTING 8" P~ SEWER ANO SE/tcR LATERALS FROM STA. 12+50 TO STA. 15+80 TO REMAIN TO SER'.1CE TEMP. SALES OFF/CE TRAILER. J. AFTER TEMP. SALES OFRCE TRAILER IS REMOVED, THEN REMOVE EXISTING 8" Pvt' SEWEJ? ANO SEWER LATERALS TO STA. 15+82 CAP WITH MECHANICAL PLUG AS SUPPLIED BY PIPE MANUFACTURER ANO APPROVED BY DISTRICT. 4. REMOVE WATER SERVICE AT STA. 12+56.50 W/1EN TEMPORARY SALES OFF/CE IS REMOVED. .,,, ________ --·- ., ------=-i-·:::--:: -.::::::.:=::::::..-:-··: ·------------- --__ _:_ __: ----,. .. ._ - -l ' - - ---... ----_:_ ----------==r=± -.:::._ : -- ---====---------··::::-.:-::-.::.:-·:1==1==·=+==1'=~ -·-----..... --=-====~----:: -=----_- ---~ --+--+ . -·: __ ,.,. __ _._ .. ··----·--·-·· ---+----_'";: --· ---·-· -------. , . , PLAN: HUSH HOSE OH/VE SCALE: 1• • 20' DESIGNED BY: __.C.,.O"-. __ DRAWN BY: J.S., C.F. PROJECT MGR.· G.0, DATE: DEC. 2003 SCALE: 1 • • 20' JOB NO.: 02-1039 f-------------------1 P.E. "AS-BUILT EXP. ____ _ ENGINEER OF WORK: REVIEWED BY: DATE: 1//;6/A< RCE: 1 32014 INSPECTOR " DATE DATE BENCHMARK: WATER SERVICE DATA WATER DATA DELTA/BEARING UNIT 306-07 JOJ-05 308-10 TEMP. SALES OfTICE STATION 12+15. 74 13+79.67 12+89.38 tJ+J9.JO 12+56.50 -.... JI:. 10' REMARKS I' WA/cR SER'.1CE 148 GPMJ ___ __, • • f //2" WATER SER.It/CE (48 GPAr/~-----< • • EXISTING WATER SER'.1CE NO I 2 J 4 5 6 7 N 86'23'44" E N 61'45'.28" W N 0313'59" E 6 = 26'50'40" N 2J'J6'41" W 6 = 01'26J9" 6 = 01'53'50" 'USE 10' PIPE LENGTHS RADIUS LENGTH '210.00' 594.00' 594.00' 71.85' 93.80' 80.21' 98.39' 54.36' 14.97' 19.67' REMARKS to• pi,c ~ CL 200 • • • 8" Pvt' ~ a 200 CENTERLINE iJA TA (NO DELTA/BEARING RADIU:. LENGTH SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS I N 86'23'44" E 65.05' I N 61'45'.28' W 41.38' 9• Pvc ~ SDR J5 2 6 = 96'49'.24' 80.0/ 135.22' 2 N OJ7J'59' E 64..52' J N OJ7J'59" E ---_ -~J0.~.~01"-,-, J 6 = 09'32'/2" 200.00' JJ.29' • 4 6 = 26'50'40" 200.01 1' 9J.71' 4 6 = 1718'29" 200.00' 60.42' 5 N 2J'J6'4./" W ---,...~5-4 . .Ji~6~,-, 5 N 2J'J6'4/' W 54.36' • • ~6'--''-"6._= ... 0.;.:;.J..,'20::..'.2._,'9:...•__.--"60::..4.=.0l 1_',_"'J5."'.2..,'2._'_. ._....:;.6_,_.:;6;._=..:0.;.:;.J.;;.'2;;..0'.2;,:'9;.."__.--"604=.0.;.:;.V_',_.aJ.aa'5.a.:22'-'_,_ ____ • __ • ___ __, 20' 40' UNIT STATION SEWER LATERAL DATA IE O MAIN LAT. IE O T.C. ftSEWER IATI" uEPTH O T. . DROP TO THF' JOI l2+44..45 64.83 66.27 9.16' 1.2' 302 12+39. IJ 64.90 66.34 9. 74' 12' 3o.J'=-t--'!~2+~6'c'c~cc·?iccV-+-_674"".J.cc7,----+_~6cc6."c8c--l ---+~=9-~95cc'~--+---c;l=c2~' ---1 304 l2+94.72 64.07 65.51 10.0t' 12' JOS 13+03.82 63.97 65.41 10.03' 12' 306 13+5778 63.JJ 64.77 10.13' t.2' 307 13+95 6222 63.66 10.87' 12' SCALE: 1" 20' BLOG O<-t-~l::l+c-'2':;f':'.5:::t:-t-_-c6;:':6.;',.6;:;-4_---t_~6;;:;8.c".0.;';'8 __ -l_-';;8.-;;45;;,'--+---';'·2;;,'---1 ,,,,.,,. n 1-n74 m 64.JI 65.74 9.99' 1.2' UNn STATION •LENGTH T.C. EL.EV. SLOPE X REMARKS TO CURB JOI 12+44..45 12' 76.0J 2% 4 • SE/tcR LATERAL 302 l2+39.13 12' 7608 2% JOJ 12+69.70 12' 15.16 2% ,.;l..01_ 12+94.72 12' 15.52 2% 305 l3+03.82 12' 15.44 2% 306 l3+5778 12' 74.90 2% • 307 13+95 12' 14.53 2% • "LOG O 11+21.51 73' 16.53 2% 6 • SE/tcR LATERAL R[nr. 0 /2+74-.70 12' 15.13 • • • LESS 2 FEET DUE TO THE ANGLE POINT CONNECTION TO THE SEWER. NOTES: t. 2 J. 4.. 5. 6. ALL EXIST/NC PR/VA TE STORM DRAIN PER 349-JA. FOR OESCRIPTION OF EXISTING EASEMENTS SEE SHEET 7 SEE GRAOING PLANS FOR PR/VA TE STORM DRAIN. SEE SHEET 8 FOR IMPROVEMENT PLANS. ALL EXISTING UTILITIES &-SURFACE IMPROVEMENTS ARE PER DWG 349-J. NOTE!! ElECTl?ONIC DATA FllES AH£ FOR Hl'FERENCE ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR 1£RTICAL SURVEY CONTHOl FOR RE/JO.VAL OF EXISTING IMPROVEMENTS SEE DEMOLITION SHEE7 ,~/4~16:!0F~GR.~:4~0/,~'M~G!.PL'.:A'.'.'.N.~:S:~. ~=================~:. i-------i----t---------------,.------t-----1---+---1 I S2EST I ~=:::'..'.:::==========:::'..'.:::====: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 4V8 S£WCR .t WAll'R l'WIS FOIi: ' 1-----1---+---------------------1----+----,'---+----I LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-017 L.S. 6215 1-----+-----,e-------------------+----+--__,---+-----I l-----l---+---------------------1----+----,; ___ _,__ __ _, :======;:::::====================: APPROVEDd>' LOCATION: NORTHEAST CORNER OF LA COSTA A VE BRIDGE 01£'1 ENCINITAS CREEK, 185' WEST OF El CAMINO REAL 1-----+-----,e-------------------+----+----, A e: t ~ ~ • f. PE 23889 ~XPiR&°i2-31-05 LLOYD HUBBS $/ri(pS' CITY ENGINEER ATE RECORD FROM: RECORD OF SURVEY 17271 l--□~•=r=E--l-,N=ITI~A-L-+.J./1\.u. ___________________ l--□A-T-E-I-IN_rr_lA-L--li-□-AT_E _ _,__I_N_IT_IA_L_, ELEVATION: 19.58 (BASED ON NG'.1J 1929) ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: PROJECT NO. S.D.P. -98-01 (A) DRAWING NO. 419-9 I: \021039\0239125.dwg Apr 15, 2005 2, 33pm Xrefs: 0239MAP; 02397UTL; 0239TPPL; 02391; 0239PR0; 0239STR; 0239UTL; 0239grd ..,0 I ..,0 ,,_. ----··--·--. """" -·--- .YJH_~ .. -1. :•-_~:_ i:::-L_~::: -~t=:::~F-.=.~=···'+.· ·:...:__ _:.,,__ - - --------··· -== . =l==cc=lc~ ---r --- . . -···----·-" ,,_ ···--··----·--·-- - -------.. -------·--. -·----··-· -----· ··-· --···" .... -·-----·--=-'+ .. = .. '+.• .-•.•.• , :::·:_ ... F=E..'E.'=I= -----·-··-·-==+ 14 o· s· 20· ----10· 40' SCALE: 1 " = 20' C4/ff/ON !! <XNiTRACTOR TO ',£R/FY THE EXACT LOCA TTCN OF EXISTTNC UT1l/11£S IN TH£ FIELO PRIOR TO CCWS TH(JC TIONI -----. ---···· , ...... , -··------ . -· ,_,.,, .... ,----· --'-· ·-·-·-+==1===1==1==-~ - ---·----- - - - - --· ---· ''" " --···- --·-------- .!- ' t =-'"'-== - _ .... -~--+-.+ 15 .•· ~ b/o. - co N s u~r s 2710 Loker Avenue West Suite 100 Corlsbad, California 92008 760-931-7700 F"a•: 760-931-8680 Cil/il Engi1nieering Plannim;i Processing SuNeying .. -···----· - t 16 ----·-·-· -----------+-~--'-- --· ........... ., .. --+---, .... ·······-----·---····-·-·· - . 't r- : I l . -;~[: l. J T ·~•l,J. .. ·•·· Fi. 1 ·1·~··· .T-,+--t--t .. ·1.•h · t:.L . ccL r· _··• T •·-- .. r l1 r r ' ·. I .. -+--+· 1!? It _,; G SEWER &-WATER PROfiLE: RVSHROSE OR/VE SCALE: 1" • 20' DESIGNED BY: _.c,,..o,,_. --DATE: DEC. 21103 "AS-BUILT " DRAWN BY• J.S. C.f. SCALE: 1" • 2Q' PROJECT MGR.: G.0, JOB NO.: 02-1039 f------------------1 P.E. EXP, ___ _ DATE ENGINEER OF WORK: REVIEWED BY: INSPECTOR 17 'El} R ----+-J:. I ' .I t f l I l ... T I : I I I I I I J · I I I i i I .I ----< 18 ------.. -------· ·- ... -----· ··--- EXIS"NG a• PVC SE#f'R ORDER OF YKJRK: .... +·· - ---------,..---------· .. ---·-·-__ .J --··-··--------. --··•-,-____ ---··"'·-··-····"·-···-· ·-.... ·- ----+-----·-~--·-··. ' . -1-· -I. REMOV£ EXIST/NC 8" Pvt:' SEltER AND SEltER LATERALS FROM STA. lo+40 TO STA. 12+50. -·-·-···--------------+------··--· ·-· ..• , .... ---·- . ---·-•---·-' ---+----. I -- - ------ . ' . • • I··- 2 EXIST/NC 8" PVC SEltER AND SEltER LATERALS FROM STA. 12+50 TO STA. 15+80 TO REMAIN TO SERI/ICE TEMP SALES OFRCE TRAILER. 3. AFTER TEMP SALES OFRCE TRAILER IS REMO',f'D, Tl/EN REA/0',f' EXISTING 8" PVC SEltER AND SEMR LATERALS TO STA. 15+82 CAP MTH MECHANICAL PLUG AS SUPPLIED BY PIPE MANUFACIVRER AND APPRO',f'D BY DISTRICT. - ---· 1---· ·-..... ~ ---, .. ., __ - :.=-~~ ... --·-.----+------_, ..... -. ---· --···-··--: ·-- ---r----·-"+ " ----___ .... - <F --t - ..::~· ..:..::..::.±::~- ------r-+-+ r ,,re.·· .... ·-·· - .. --. -"'" -·-----. -------- ...... .. ·---·· --... ··--·-····· _, ·-.. ~--------·--·-·--~--·-- . WATER DATA WATER SERVICE DA TA ---~ UNIT 327 29 STATION l7+79.77 CENTERLINE i9A TA DELTA BEARING RADIL'S LENGTH ~ DELTA BEARING RADIUS LENGTH I 2 t:,. = OJ'2J'o2• N 16'52'35" W 594.00' 35.08' 108.35' SEWER DATA RADIUS LENGTH REMARKS 8" PVC ~ CL 200 • • REMARKS I t:,. = 03'23'37" 604.0, .I_' +-3..,..5.c.c.7,_7'...1 l-,___,.~';;l=t~t:,.~~=~O~'.J~:Z~'.J';!~7~•~t~6~'04~.00~~tJ135.t7~7;;:' t====~8-~P~VC==~=~C9.=00====j 2 N 16'52'35" W --· 3424.5' 1 2 N 16'52'35" W 151.24' • • L...:3'-'---"t:,.'-'-"-"11'-"~""9-"''58"-"-L...!.10~4~. 0, c...l' _.__o.:21"'-. il,,_'8'_, ~-'~~~N~7 3~?g7~!5;:~E~~==-I--J19~. 1~7~' t---..,;•=,--~•c--=,,------I • --74.25 8" PVC ~ SOR J5 • • SEWER LATERAL DATA UNlr STATION IE O MAIN LAT. IE O T.C. SEWER LAT DROP TO UNT STATION REMARKS 321 17+88.84 12.63' 7fJ59 2:f -I" SEltER LA lERALS 328 17+59.87 12' 7fJ88 2% • • 329 17+46.85 12' 11.00 2:f • BLD,: D u+1aoo 12· 74.37 2:r BLO,: E 16+99.67 I ' 11.48 2:f 6' SEltER LATERALS • LEcS 2 FEET DUE TO THE ANGLE POINT CONNECTION TO THE SEltER. NOTES: I. 2 3. 4. 6. ALL EXISTING PR/VA TE STORM DRAIN PER 349-3A. FOR DESCRIPTION OF EXISTING EASEMENTS SEE SHEET 7. SEE GRAD/NC PLANS FOR PR/VA TE STORM DRAIN. SEE SHEET 9 FOR IMPRO',f'MENT PLANS. ALL EXISTING UTILITIES & SURFACE IMPRO',f'MENTS ARE PER 0ll'r: 349-3. FOR REMOVAL OF EXISTING IMPRO',f'MENTS SEE DEMOLITION SHETTS 14-16 OF GRADING PLANS. NOTE!! ELECTR(NC OATA fl/.ES AH£ FOR R£FER£NC£ ONl Y ANO AH£ NOT TO BE USED FOR HfRZ<MTAl OR ~TlCAL. StJHVEY CONTRa i---+---t-----------+---~+--+--~ I S2HE6ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 41~ ~SEW!R~~~~-~14::;TEfi~PWIS~~FOlt:~.======~=2 BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-017 L.S. 6215 i----t---t----------------+---1---+---1----l NORTHEAST CORNER OF LA COSTA A ',f' BRIDCE Ov['R ENCINITAS CREEK, 185' ltEST t---t---t----------------+---1---+----1----1 APPROVED d'I" OF EL CAMINO REAL -,.-:f,. r". c <C 4 (,A"',,,,,r:.-; -( LLOYD HUBBS ,1/,,,_/o S: PE 23889 Cf:XPIRES~12~31-05 CITY ENGINEER DATE RECORD FROM: RECORD OF SURvf:Y 17271 l--;D;;,ATITE-t~l;:;;Nl°'TIA;;-L-+'-'-"---------------__jl---....jl---+---+-----1 ~D~W~N~B~Y;::~~~':i.:.s.=;";==~P==R=o=JE;C=T=N=o=. =~;==~~:::::! DATE INITIAL c__D_ATE _ _,_I ... NI ... TIA:::L-1 CHKD BY·. Jl.'-T' DRAWING NO. rnc1NEbl 'ar'/Rllll< REVISION DESCRIPTION ~ ---$,/) n no O "f9 9 OTHE:R APPROVAL CITY APPROVAL RVWD SY: 0 f 8, • .~t?o·-,.,, "P' . ~ ELEVATION: 19.58 BASED ON NGVD 1929 I: \021039\02,j9126.dwg Mar 08, 2005 4: 11 pm Xrefs• 0239MAP: 02397U1l; 0239'TP: 0239TPPL: 02391: 0239STR; 0239Ull: 0239GRD: 0239PRO ---+---r------t--- --- ----- ., ' -- :.:::~-== --t--__ -__ -_ ,___ -.. -·: :--· ·:_·_ - --------------f --+---+ ---- -----f-------1-----~----l------- 1-----·----· ~-:·· ----.. - -·-----· ---· -~---·-· ,-----~---, .... -·-·----- -------------f--_, ..... ---.... -----•· .... ____ ,,,. ---------·-----,--·--·----'" ------- f-------- --- - -------- t----------- --- 01 5' iii-I 20' 10' 40' SCALE: 1 " = 20' C4UTION !! CONTHACroR ro VERIFY THE EXACT lOCA Tla-1 <F £XISTINC U1ll/TTES IN THE RElO PR/CW ro CONSTRt/CTTON! ©?004 0'f)ov Cnn<:11ltonts Inc -··--------·---·- : -:: ---i---:-:--=---_------ :_-__ ;:::: :. P STA O ji 15.00 h _ , W £IE = Z. 9 _,. -o.4 G_ = /, +--+--- +--+--+------+--+----+---+--------- --- -- --------------------------, --- -------(------, - ----+--+-_-_-_ -+---+-_-_----- --_-_ ---- t--: ___ -; ----__ --·_----T:.: -- "' ,__ -· "AS-BUILT 0 ,1~~ DESIGNED BY: ~C.~0~. __ DATE: Cf:C. 2003 DRAWN BY: JS., C.F. SCALE: 1" • 20' PROJECT MGR.· G.0. JOB NO.: 02-1039 ------------ C O N S U L T N =r-s~-f-----------------1 P.E. EXP, ___ _ 2710 Loker Avenue West Suite 100 Ccirlsbod, Colifornio 92008 760-931-7700 fo)(: 760~931 ~B680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: REVIEWED BY: INSPECTOR H DATE DATE , 1---------· '·. - --------~-- :; ,: :_ - --.. "'1_,:·_:,: -· ~___.:1,--_ ~+~l'--_+4-"-1e~·.c.'~J--~-_-:+,--~-·+c-+4~ t-'--'-f-+-cl -:-: " UNIT CO/J Q/rl/c BLOC. F 320---21 322-24 25---26 STATION 20+09.61 21+19.41 18+90.39 18+95.69 19+35.68 20+88.11 RECYCLED REMARKS 3• WA /FR SERWCE (241 GPM) ?' WA ,ro f1J7-:-:-l'm,,-,--,i---t 1• WA /FR SERWC£ f-18 GPMJ I I /2' WA /FR SERWCE f, ~~CP,~'M~/J-__, I• WA /FR SER WC£ f -18 GPMJ 6' DOI/BL£ CHECK 0£/FCTOR C,~~=CK~A-S._S_Y.__, WATER DATA NO DELTA/BEARING RADIUS LENGTH I 2 3 4 5 6 1 8 9 N 16'52'35' W N /3V1'25" £ N 43V7'25" £ N 46 "26'53" £ N 41"22'04" £ N 41"39'.Jl" £ N 25"23'24" £ N 01¥3'#" £ N 03"27'4/" W To.OJ' 43.38' 49.14 56.90' 1208' 25.55' 21,85' 2226' lo.J.37' ---e---t---1---- REMARKS 8• Pvt:' ~ CL 200 • • • • • • • # ====t REMARkS 12" Pvt:' ~ Cl -20,-0--9 pm: DELTA/BEARING RADIUS LENGTH I 2 N 2116'12" E N 03"2141' W 36.21' 95.18 =~---t SEWER DATA CENTERLINE l)A TA ~ DELTA/BEARING RADIUS LENGTH REMARKS NO OELT A/BEARING RADltr. : LENGTH !-'--'-~-----~~--/ l:,, = 5179'.JO" 104.00 9J.i6' 2 N 46"26'53" £ -+--5=1.~45=•" ,__3---,r-l:,,~==0=3=79='.2~6~•__,,__500.~. 00~ _,_2=9-~0=I ',, 4 N 43V1'25" £ 11.87' 5 t::,, = 46"35'05" 15.00 60.98' 6 N 03"27'41" W 93.5.J' I ? 3 4 5 6 1 8 N 16'52'.J5" W N I.JV1'25" £ N 43V1'25" £ N 46"26'53" £ l:,, = 05'04'49• N 41'22'04" E N 03'27'4I' W 500.00' 200.00' SEWER LATERAL 8.64' 48.74' 5211' 34.57' 44,33' 83.30' 54,75' 15.50' DATA 8' PVC ~ SOR 35 • 8' Pvt:' ~ C900 • # • # • 8' PH:' ~ SOR 35 • • UNIT STATION IE O MAIN LAT. IE O T.C. _§EWER LAT_ DROP TO F== 4'====1=====1=====...,..='""""="PT,:,:,H~ =T:..•~·~=~THF-=!!!! COM BLOC 20+3219 51,9,J 53.08 10.12' I.Of' COM +--------,t-------+-------+---------,----,-------l BLOC 20+4264 51.88 53.03 9.92' 1.01' +--------,t------+-------+--~----<t----~---1 BLOC. ,, 18+48.69 60.38 60.64 9.35' 1.2' BLoc.,--~2~1+~8~4~ll-f----574.~.l~4--f----5.75.~.~~----~ .. ~10~·~----~w~1~·---1 325 19+60.16 5230 53.11 1285' 1,2' 326 19+30.16 53.01 54.48 14.02' 1.2' affii 20+55.35 51.81 5297 e.12' 1.01· UNIT COM STATION •LENGTH TO CURB T.C. ELEV. SLOPE X REMARKS BLOC 20+3219 14' 63.20 1% 6" SEltER LA IFRAL CO/J 6' LA IFRAL FOR BLOC 20+4264 14' 62.95 1% CR£AS£ INIFRC£PTOR BLOC. ,, 18+48.69 /3' 69.99 2% 6" S£1'£R LAIFRAL NOTES: BENCHMARK: DESCRIPTION: LOCATION: I. 2. J. 4, 5. 6. 7. 8. ALL £X/Sl/NC PR/VA IF STORM DRAIN PER 349-3A. BLOC. , '+-_._2,_,1+_,,8_,_,4._,__,41'----le---'-l-'-4_' ~----Jl-----"-'6/_._.,3. .... '9 ___ t------'!""%'---------+-"--" • ...,, ,_,--,ac'-'71"--'" IACtJTE!ci.ll."-':4"'11-1 FOR 0£SCR/Pl/ON OF £)(JSl/NC £AS£M£NTS S££ SHEET 7. 325 l9+60.76 13.5' 66.62 2% 4• S£/IER LAIFRAL SEE CRAO/NC PLANS FOR PR/VA IF STORM DRAIN. 326 +--'-'l9.._+,c30."-'. i'lce'6---+ _ _,,.IJ.'"'.5'--' --+-__.6,..8."-".s;"'-o __ ---1-_ __.2,,,~'------l---'4L•~-~,._'fl=lfil/_..LA""'TE!illl/.""'---l SE£ SH££! 10 FOR IMPROVEMENT PLANS efbi 20+55.35 /5' 61.69 1% 6' SEWER LA IFRAL ALL £XIS71NC UTIL/71£S & SURFACE IMPROV£M£NTS AR£ PER OWC 349---J. ' LESS F££T OU£ 10 me AN&'/.c 1'0/NT CON, C FOR REMOVAL OF £)(JSl/NC IMPROvf"M£NTS S££ DEMOLITION SH££TS 14---16 OF CRAOINC PLANS N07EJI S£1tER LA IFRALS FOR REC. BLOC., CO/JI.IONS BLOC & CREASE INIFRCEPTOR. SE£ SH££T 42 FOi PLAN & PROFILE' ", 0/INERS OF INOIVIOUAL FOOO £STABLISHMENTS ltfLL 8£ R£SPONSIBL£ FOR TH£ INSTALLA 7/0N AN? SIZING OF THEIR ELECTRONIC DATA fllES AH£ F0H HEfERENC£ CREASE INIFRCEPTORS INIFRC£PTORS SHALL 8£ SIZ£0 BASED ON APPENDIX H OF TH£ UN/FORA.! PLUMB/NC COO£ ANO OVl YAN[) AR£ NOT TO 8£ (IS[0 FOR HORIZONTAi. R£V/£W£0 FOR APPROVAL BY LEUCADIA WASIFWAIFR DISTRICT (LWD) OWNERS ltfLL 8£ R£OIJ/R£,/ TO SUBMIT INTm/OR PLUMB/NC 0£SICN, INFORMATION ABOUT THE SIZE ANO LOCATION ot TH£ PROPOSED INIFRCEP TC~ AND SIGN A COND/l/ONAL OH VERTTCAl SI/R'EY CONTROi. SEWER PERMIT SUPPL£M£NT ltfTH IWD AS PART OF THEIR 11 t----+-~------------+,___--+--,---+----1 I S2HE7ET I CITY OF CARIBBAD SH4E~~ ENGINEERING DEPARTMENT f 0 ~=='..'.:::============-=====: S£WCR ~ WAIEH PUNS FrJli: LA COSTA GLEN NORTH BRASS CAP STAMP£0 CSLB-011 LS. 6215 NORTHEAST CORNER OF LA COSTA A vf" BR/DC£ Ovf"R £NGNITAS CREEK, 185' 1/rST OF £L CAMINO REAi t----+--------------------+---+---1-------1 LLOYD HUBBS :2;/'1/o < CITY ENGINEER DATE /,\ RECORD FROM: R£CORO OF SURVEY 11211 DATE INITIAL DATE INITIAL ELEVATION: 19.58 (BAS£0 ON NCVO 1929) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: ,I' I > CHKD BY:_~ RVWD BY:---0£.&._ PROJECT NO. S.D.P. 98-0t(A) I: \021039\02.39127.dwg Mar 17, 2005 9: 33am DRAWING NO. 419-9 Xrefs: 0239MAP; 02397UTL; 0239TP; 02391; 0239PRO; 0239STR; 0239UTL: 0239GRD I\) ...... 0 - 'IQ I 'IQ - ------1---- ---+--- I--_-_-_ -=-+--=f:-_cc -=:=-:c_ ---~ -· ·---·-·-,. ···-. -. ' ------·--· . ------------- -·---·· - --·-- -·--·--" . ==i==i==!=+==!==_=_=_t=_ ------------ ----------------- --+--+ ---------- -----------.. " ·t .. ~:... -.. __ ,. ____ _ --------- - ---------- ---+-----·---- ... --. ----------- -------------- -" -·----------·· o· 5' 20· -----10' 40' SCALE: 1 " = 20' CAUTION!! CONTRACTrR TO l£W'Y THE EXACT LOCA Tl~ IF EXIST/NC UTll/TIES IN TH£ flElD PH/OR TO ca/STRUCTION! C ------··--·---·- 1t0f ESS / 0"'1 ~ 0 <" ~ ~ <¥-" ~ er, - "' NO. 3201 4 iifi \t EXP. 12/31/06 ,;J C/V\\.. 2710 Loker A\lenue West Suite 100 Carlsbad, Collfornia 9200B 760-931-7700 Fax: 760 931 8680 -·-.. . f-. --:r. i[ Civil Engineering Planning Processing Surveying I -1 - f . ·r j :_·--1 I I i ' --j - I -"' (', '. ~ t3 ~- -;;; .: t_: 24 ,_ -·---------- DESIGNED BY: ~c~.o~. --DATE: DEC. 2003 "AS-BUILT DRAWN BY, J.S.. C.F. SCALE: ] ' • 20" PROJECT MGR.~· ~G=.0~---JOB NO.: 02-1039 >---------------------.1 P.E. EXP, ___ _ ENGINEER OF WORK: REVIEWED BY: DATE: RCE: INSPECTOR " DATE DATE "'. ···-----··· _,_ .. -.,,,_.,.,. ·--._,._ --·--· . . " --·-.. -- ----t--+----= -~" ----- ----- L. I i I - -J I - --··--" -+--+---+---+--+----I-+---t"'---.. ·-. --· --·· . -. -... -· -· , .. -------·-----. .. . . -· ----,------·- . ·=.: =i=·::-·-"--'r-~,~ c:i=i==l==c:i=· -~-: :-·---:-_ . ----,, __ _ -------· ·-- ----------------- - ------ ----· --.... ,.. -·-··--, . - -_, ------· . ---------- ... """·-· -----------·-___ ,. __ ------------·-· ---------··--- - - ----- --. ·---------·---"·-. ------ - - ----, - -------··=1=¼+-=r::-i=-=--r=l ... --·----·----...... --------------·-·------. ---------- ". ------·---· --· ---------- --- - -··-------·---------. ··-·---·· --· ------------+-t--+-- _,._,_ ---------··· ... -------------· . ------.... --------------------------- ..... ---· ----------- -----........ """ ··-- f -+------t---+---+----1----------------- 25 PLAN: RUSH ROS£ OR/VE SCALE: 1• • 20~ BENCHMARK: 26 WATER SERVICE DATA UNIT REC. 401-02 403-05 STATION 24+25.00 24+8295 25+97.00 23+88.08 RECYCLED REMARKS )'. WATER DATA DELTA BEARING RADIUS LENGTH REMARKS N 03'274/' W ---156.01' 12· PH:' ~ CL 2'}() =====: CENTERLINE Dll TA DELTA BEARING RADIUS LENGTH N 03'2741 E t,, = 43'24 '55' N 46'52'36 W 157.85' 50.00' 37.89 204.27' UNIT STATION 3 4 5 SEWER DATA DELTA BEARING RADIUS LENGTH REMARKS N 46'52'36" W I 14' 8" Pvt: N SOR 35 N 46'52'36" W 16.14' • • WATER DATA DELTA BEARING RADIUS LENGTH 2 3 N 03'27'41" W N 2173'4!" W N 37'44'29" W N 46'52'36" W 161.39' 15.67' 19.37' 205.32' SEWER LATERAL DATA IE O MAIN LAT. IE O T.C. REMARKS a· PH:' N a 200 • • • • • DROP TO 401 -t--2":-4c'+~90=:---t--"5cc7.-'c1-=l _--l_---c5.c:'9.":-24-:-__ t--~10.7.4'=5::.'--+----'-c1.=:-2,' ----I 402-+-_2=5~+~2~5--+-~58_._0_7 _ _,_~5._9._56~ __ ,__10.~.1.~~~·---1---i~2.' __ __, 403 25+64 5838 59.92 10.17' 1.2' NOTES: 1. All EXISTING PR/VA TE STORM DRAIN PER 349-3A. 2 FOR 0£SCRIP TION OF EXISTING EASEMENTS SEE SHEET 7. 3. SEE GRAD/NC PLANS FOR PR/VA TE STORM DRAIN. 4. SEE SHEET 11 FOR IMPROVEMENT PLANS. BLDG ~c+-2"'5='+~3,":0-+-~58:c:":,04~-+---'c59.""_""50',---t-----",o.~. 4"'0·· --+----'-c1."=2·' ----I UNIT STATION •LENGTH TO CURB T.C. ELEV, SLOPE X ' l£S.: 2 FEET OU£ TO 111E ANGLE POINT CONNECTION TO 111£ SEHFR. NOT£!! REMAAKS 5. All EXISTING UTILITIES & SURFACE IAIPROVfMENTS ARE PER owe 349-3. £L£CTRONIC DATA Fil.ES AR£ FOR R£F£R£NC£ ONl. Y AND AR£ NOT TO 8£ USED FOR HORIZ~TAL OR V£HllCAl SIJHV£Y CONTHa. 6. FOR REMOVAL OF EXISTING IMPROVEIJ£NTS SEE 0£MOUTION SH£l TS:;_l_:4:::l:6..:0F:...:CR.::4:/1:VN:,:'.G_'.P._'.:tA:N.:::~:._-.:-::================~ l----+---+------------+---+--+----+-----1 I s2HE8ET I CITY OF CARLSBAD I sH4E~8s I ENGINEERING DEPARTMENT f, ~='..'.::::::=========-====: S£WEI ~ WATER /ltANS FOR: lA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-017 LS. 6215 t----+---t--------------------+---+---+---+-----< NORTHEAST CORNER OF LA COSTA A VE APPROVED 6' Y BR/DC£ OVER ENCINITAS CREEK, 185' lif'ST OF El CAAi/NO REAL >----+--->-------------------+----+--- RECORD FROM: RECORD OF SURVEY 11271 DATE INITIAL DATE INITIAL ELEVATION: 19.58 BASED ON NC'rV 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CllY APPROVAL /4 :<" -~JAV~u4 PE 23889 Ari ~£-as LLOYD HUBBS CITY ENGINEER DWN BY:~=- CHKD BY· &-$.:I'" RVWD BY: PROJECT NO. S.0.P. 98-01 ~ l:\021039\02.39128.dwg Mar 17, 2005 11:33am DRAWING NO. 419-9 Xrefs: 0239MAP; 02397UTl: 0239TP; 0239TPPL; 02391; 0239PRO; 0239STR; 0239GRD: 0239UTL "' 00 0 -.,::.. 00 "'° I "'° -------------------···---- -.. --------- ----... __ ,__. ____ -------------. -__ ,_ ---·--·--··-·-... .. ----------····•·4 ·~-=i···=· ~+=r=+~=ic~=+-=t_ccj I ···-···--. --·----··----.. ----+--+-- . -·· ·F'··=1-·=··· =l==cl='=f="t -----···-·--··---·-· ---·-· ----------- ·---------------- +--+--+ t ------------~--- : ::_:+·--.: .. +-+--+--+ ·· + . .f-C..: .. =F-=· ··=f-=· =t -· --l-+-+ - ---+ .. ----·-1====1=1 · · ······-.... -. ---"'" -------l-+---1-..... ·----·----· ----------1 · 1 J ' .... =tc=t=f=i':·•"•+:= .•. :..-1·:=·.·=.·===1c• ... _+ .. 1.•··-·c----t- ,. --· -_-_·.+~-· =~ . . " -:_: f . ==-:=' ; :: .....•. = •···· : . ·-· -. •--. 1 • --+--+ ---1 · ----, --:::.: - ---------.. -· -.. <'-==..o.==+ ~-. :~t:.~~--:: ~=:~ -~~~ _-------_'" .. =c. _=1c.=·:-~=I: :·.::..: .. ::_ ----. ·- l=f=i==ic==.==.=+c-c_::..:.____Hd=+.1...c.tc .. +. ccj_~444+-"_4=++++-+'-'r=H-44=t-+++-+=t-H...--c-e--t~++++-t-H'--4-'-+-+++++=+=r=r .. "+ . .=t-""-+==+~-m~r=f-4'++++-rt-H~'c-fc-±+,,..:--++--+ .. '--.. :CC. ++rrPH=t=f+++Ff'cf-=Fi=t'-'-'l +=+·=· ·,=· ·c=··~=c+=+"'E~-+'=f.=+=-+'..-cl=-:l~:= ... ± ... = ...... ±,.,_."'". b-J':' .. =+ ......... _ ·'t····ccc·····t"CC,'"E·._"" .. c:= ... - ... ··-· -·.L==t==t. +=-+=.+ ·-· . -. -··-..... ··-..... -... ------... ---·---.---------- - ------------· ... .,... ---. ----------· ... tc-+-=±c±..-...1 -------------···-·-·--------·--· •-+==i=-4=-I ·-. ---····•·------------ 26 t. 5' 20' 10' 40' SCALE: 1 • = 20' C4UTJQN II (»{TRACTOR TO IERIFY TH£ EXACT lOCATICN OF £XIS11NC UTll/1!£S IN TH£ Fl£lO PRIOR TO ca{STRUCTION! - ----t-+ 2710 Loker A'Jenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760 931-8680 I '£RT: ,. -4• 28 l · 11 ------- , 1 r -I 1 •· 1 ·· r · . 1 ..• j • l:\j l c'J . --·-~: - --It--~ .~ ~ £R "/j s~ . ' PLAN: RUSH ROS£ OR/VE &-SUNCUP WAY Civil Engineering Planning Processin,g Surveying SCALE: , ... 20' DESIGNED BY: _,,c,.,,.o._, -- DRAWN BY: J.S., C,F. PROJECT MGRc G.Q. DATE: DEC. 2003 SCALE: 1 • • 201 JOB NO.: 02-1039 "AS-BUILT 1-------------------t P.E. EXP, ___ _ ENGINEER OF WORK: I GE! DATE• RCE: REVIEWED BY: INSPECTOR ' --+--1: " DATE DATE l I l I · 1 t 1 t--- -f--+---+-- -=r ' .... ,, .. . . . =•ccc,-·• •·"•····•= ·-·· -· =F .. =i .. =1 ··-.ci=...=== ·· · -----·--·--· --· ------~~ :: _::-::_:~:=~-::::~~-~~: .. :~. . =-=-··=_-r-==~ --.. ----~--- ----------------·----... --·-··· -------------....... _, ________ .. ----------------------r----- 4---1-=-'--+--...... ·ccc.c. · .... ·----,--------------------·--·-·--· ·--····-··--··--------·--· -----···-·--·· ·----··•"""""" ·-------., ........ ,. . ... . ..... ----· _,, __ _ -. ----------------------· --------'""" .. . ·····-,. -···· . --·---------------------- - --------·-------.. ·-, ... , ----- +-+--+ ... - --------· -· --. -------------........ , ··---- - - ---- .. -+- " ---------- -+--+-r • ------ WATER SERVICE DATA UNIT STATION REMARKS 406-07 21+08.00 CENTERLINE DA TA DELTA BEARING RADIUS I N 46'52'36 W 2 t:, -90VO'oo" 15.00' 111.81 NOTES: I. ALL EXISTING PR/VA 1t STORM DRAIN PER 349-JA. FOR DESCRIPTION OF EXISTING EASEMENTS SEE SHEET 7. SEE GRADING PLANS FOR PR/VA 1t STORM DRAIN. SEE SHEET 12 FOR II.IPROVEI.IENT PLANS. PF-f ++:=il--++±dd+a=¥¥'F44=f="f==l.=1=¥FI ___ l - ··-- - - - -···-. --•---------------------- ------- -------·--- -------. +--+---+-+--- t=====+ ·-- --... ---------------- -----------t=±=± ........ "----------·----··------··--------..... --·-·-·-······-----+---+--+-- I . C -----------·-+--- -, ... I .... +--+--+---+ --·--_,__ . 4 -_J_ __ . . .. ------ ... " ....... ··"·--·- _.,_ --"""·•· .. "-·"'·-···------ -, ---------.. , ... ·--·· ···----------· " . --·-····· ---···· ---------.. ------......... " .. .. - - ----_,__ ··-------··· ··- --1-~=-1=.='1 .. = .. =_c.. .. =_+=_-,i . t.=cl==l=.ci ·-·. - -··-----·--------·--------- -----····· --··-··- ------------------- -.. --··,r~·=·..,• ===< ==r··=···=···= .. E· ·=·-=-= I - -------. ------------·--·· -_____ ., ____ ---•-- ····· -------. - ---···-····· --------------------- ---- -·_·_ ~~•t.-= .. tc .. =. tc±c=t=l= i.~_-:::-l.·-:~_--:··j_·~:-::-::.J.• --'=== ---------------····" ---. ----·-·-·. ------------ --------------. -·-·---"" ···------+-+-_·_+ -------···-· -······· ~-.1=.J ------... ·-------------- SEWER LATERAL DATA UNn STATION IE O MAIN LAT. IE O T.C. DROP TO 404 -+-"'26~+~0.~~~oo'-+ __ 58.=.6~6---1 __ 6=0.~.1=0 ___ 1-_._,_9.~5=/'---+---1.~2~·----1 405 -+-Z,s,6<c+..s5se5..s:,00~ _ _:5::.:9.:.:..1.:_l_--l _ _:6::0.c:.:·6:.:.l ___ l-_.:::8.::.5:..l __ -+ __ _:.fc,:,2~'----l 406-4__.e:26~+~9~0.~0~0-+-_.5~9.~.J.~9.-_,1----"'60.~.89""----+-~1.~9~0~'--+---''~·2~·----t 401 21+53.00 59.89 61.39 1.18' 1.2' BLOG ~Gt=~28~+126.i.6~9tt==16o.tt.6~'3t==jt:j6.~'2.1. 1~3=====1=~~~~~~===t====ll,2~'=====j UNF STATION •LENGTH T.C. ELEV. SLOPE :ig REMARKS TO CURB 40-I 4--"26~f~O.~~~o~o-+-_"'0'-'---+--"'69.~.6~9,_ __ ..___:;:2%=---+--'4~•~L~A~TE,~~A~L~--1 405 --1.__;s26,c.fc,·5o,5c,O,c.0-+--"'15c_' __ -+--"'69.:_.1"°2 ___ ..___:;:2%;,.._ __ +-_• ___ • __ _.. 406 4 _,,,26~+~90.~.o~o'-+_~0~·---+--'6~8~.1.~Y __ --4_.....:;;2%=---+-----·--__, 407 --1.__,,.2,_.l+c,5o,3.c,O,c.0-+--"'15c_' __ -+-_:::69::..1:.:.1 ___ ..___:;:2%;,.._ __ -l---•~--•--_.. BtOG~GL!!.28~+i26.~.6£!9U_J.,15~'--..L--===--.L-:f:.2%~ __ L....E.6::._LA~TEi~R.(!!:-ILL___J '1£:,!; 2 FEET OUE TO THE ANGLE POINT CONNECTION TO THE SEWER. SEWER DATA BEARING RADIUS LENGTH N 83'22'42" W 3 N 19°41'54" W 4 N 43V7'24' E 185.JO' 48.60' 50.62' 600' WATER DATA BEARING RADIUS LENGTH 2 N 82:35'49" W 3 N 82:35'49' W 4 N 67'2/'ol" £ 5 N 43V7'24" E NOTE!! 190.14' 4805' 13.60' 10.00' 39.89' REMARKS 8" PIIC ~ SOR 35 • • • REMARKS 8" PIIC ~ CL 200 • • • • • • • • 2 J. 4. 5. 6. ALL EXISTING UTILITIES & SURFACE IMPROVEMENTS ARE PER 0/fl; 349-J. B.ECTRONIC DATA FILES AR£ FOR REFERENCE ONl Y ANO AR£ NOT TO 8£ USED FOR HCW/ZONTAl OR 1£1?1/CAl SVRl£Y ca{TRa. FOR REMOVAL OF EXISTING II.IPROVEI.IENTS SEE OEI.IOLITION SHffTS 14 16 OF GRAO/NG PLANS. l----+----l--------------+----+--+----+------l I S2HE9ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 4l8 ~=:'..==::::::::::::::::::::::::::::::::::::::::::::::::=====-=====: SlW£R ~ WATEI Pl.ANS FrJR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAI.IPEO CSLB-011 LS. 6215 l---+---1-------------------+---+----1----->----1 NORTHEAST CORNER OF LA COSTA A VE BRIDGE OVER ENCINITAS CREEK, 185' llf'ST 1----+---f-----------------+--+--_, __ ___, __ __, OF EL CAI.I/NO REAL RECORD FROM: RECORO OF SURVEY 11271 DATE INITIAL DATE INITIAL DATE INITIAL +----'----l ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELEVATION: 19.58 BASED ON NGvD 1929 APPROVED er A < r r g ~~ ·,-,-:.{, LLOYD HUBBS PE 23889 PIRES 141 -05 CITY ENGINEER OWN BY: ,i.,i;W...L. PROJECT NO. ~~~g ~~: ti£ S.D.P. 98-01 f1 l:\021039\02~~9129.dwg Mor 17, 2005 9:49am ~Lt;l<>S: DATE DRAWING NO. 419-9 Xrefs: 0239MAP: 02397\JTL; 0239Tl'; 0239Tl'PL; 02391: 0239PR0; 0239STR; 0239UTL; 0239GR0 C =E (i) ,::a.. -"'° I "'° . . ""'. ' - - -·t-------t---- --t---- . _-. ~ -----.. --_- ----- ·---·---·-· f--·----·--·" .. 29 CAUTION l! CONTRACTOR TO ~ THE EXACT lOCA TION OF EXISTING UTll/TIES IN 7HE FIElD PRIOR TO CONSTRl/CTTON! ©2004 n'nnv r.(\nc,11lt11ntc; lnr - ------. . .. -===t=:_ ---+--+-- .... I· --------·---·. .. ·-.. ·····-·" ----• ---__ ,_ ·---------· ---_____ _,_. ... +----·-· ... -"····-·-" - . I· .. ----------------------------t--t--::::.: -------------+-------- -_-----I- -.. : :: --·---" -'" JO -- -. ----·----. - -__ ,_ .. -----------------------r- . . ------ - -............ , .. , ... ------ _ -___ ~--_ -..... -- --- ----- -. --- --------·-------- -----· -·--·-·· -··-· ---· --··· ---... --·::::-I---:::·:: =-::=> ..::-::·· ·--·-· ---_:·· ---~-_:1c_::~_=_r--±c=i= ±=_,===-:=1, -=_::=1_=_.__= ____ =1 __ =±=±-_ . ... -----~ :-:·::::: -- -_-- ·-"' --.,_,_,. ----------·-· -_:,: :_:::::----:". --...... ···-- .. .. '" .... "" . ·-----· _,, .... ---. -····-· --.. _-····1-:---··· ----- ·:· :. ~'.:::·_::·,::= ::::_:· ,:.:::::~ :-:.:. ·.:: :-~~--· __ :_ .. .' :· ----. '.: ·::::-: "'"_: __:·: . ::·: ::· ··_:·:: ~~---~ ~-::-~:-=::~ -------j--------t--j--7----, .. ---.. ---- ------·-··- - -___ , ___ -_ -. ' ...... -·····- -- -j---j----:t-:.-~--. ---' .. -_. :·_ --_ e ---------_-_ r-__ - -------. .. !"' -- -I -• --1' -----~. _-, ----. ·: ;_: __ .=-"si~~,.~,..E--""--•·:"=Ec't='t_f ___ J'-c:_f~:;_,..·,,,_+=f--'-'+-~.__---":JIC-':·-=--+'--"f--'-'--:+...:·"-'l"-!!! JI . ···-·-""'" -··-· · .. L • ... , " " "' ....... . ... . ... . "' ___ ,, __ --. ····-· ·-... -... ---- ·: __ :---~.i ·~ --- --. " ----------------------+-- -: .:· ,.:·. PLAN: SUNCUP WAY 2710 Loker Avenue West Suite 100 Cur1ab~d, Colifornio 92008 760-931-7700 Fox: 760-9.31-8680 SCALE: ,. -20' Ci11il Engineering Planning Processing Surveying DESIGNED BY: C.0. DATE: DEC. 2003 "AS-BUILT DRAWN BY: J.S.. C.F. SCALE: ,. • 20' PROJECT MGR.-~G=.O~. __ JOB NO.: __ Q2::JW9__ P.E. EXP, ____ _ DATE ENGINEER OF WORK: REVIEWED BY: DATE:!('_/ RCE: '~ INSPECTOR DATE -:-1 .. ------------------ - ----.. 'U 20' 10 40' SCALE: 1" = 20' BENCHMARK: DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS. 6215 J .. ,- .:....,.. ·-····------- NOTES: I. ALL EXISTING PR/VAT£ STORM ORAIN PER 349-3A. 2. FOR DESCRIPTION OF EXISTING EASEMENTS SEE SHEET 7. 3. SEE GRADING PLANS FOR PR/VAT£ STORM DRAIN. 4, SEE SHEET 13 FOR IMPROVEMENT PLANS. 5. ALL EXISTING UTILITIES &-SURFACE IMPROVEMENTS AR[ PER DIW Jf9-J .::-_ t-· ------------__ -:" ____ ----·:-·-----: __ +--· • --· ----· • ~ --_ _-_ i - -·-ccc±=J=i=_=l ___ == ____ =lc===ic=cJc-- ··----··---·-----. ------·- .. ··----·-----------------------1---,-- -----------·: __ --·-------.-: _ ::: ·---= t·.::_::~ =:c.l •=+c=-=-=--1---t-~----1--f- -----_ ==-::--=: ~::-~-:~-=-_::.-:=-+_-=---_·:::j~---+·-----+-----... ----------+-----.... --. -------. SEWER DATA ® DELTA/BEARING RADIUS LENGTH REMARKS N 43V7'.2-i" E N 2071'.20" E N 1523'/0"W /.1t,J7' 8" PvC ~ SOR 35 L ~ z~,,,,,-.,..., • • -91.11-'----_,__ ' • • N 69¥8'40" E ;v.eo•11·zeo."E , 23.00' STI.IB f}IJT FOfr,,11llJR£ I~ --::-_ '.:7..s',?.' -,.,,, Pf,'C "SOR 3.5 WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS I N 43V7'24' £ 2 N 46¥8'7 7" [ 3 N 2071'20' £ 4 N 2071'20' E 5 N 20:53'13' W Ii N 15'23'!0" W 7 N 69WJ'40' W 118.83' 18.00' 9.00' 9.00' 18.00' 14.51' 29.00' 8' PvC ~ CL 200 10" PvC ~ CL 200 • • • • 8' PvC ~ CL 200 10" PK: ~ Cl 200 WATER SERVICE DA TA UNIT STATION REMARKS BLOGG 30+26.69 3' WA T£R SERVICE (/81 CPM 31+28.64 CENTERLINE DA TA (NO DELTA/BEARING RADIUS LENGTH I 2 3 NOTE!! N 43V124' E I:,.= 58:J0'35" N 15'23'/0" W 65.00' 117.04' 66.38' 69.48' ELECTHONIC DATA FIi.ES AR! FOR R£FER£NC£ ONLY ANO AR£ NOT TO BE USBJ FOR HORIZONTAL OH 1£/?TTCAl Sllli'ICY CONTROi.. 6. FOR REMOVAL OF EXIST/NC IMPROVEMENTS SEE DEMOLITION SHEETS 14 16 OF GRAD/NC PLANS. f-------jf-----+------------+---+---+~-+----' 1 s3HEOET I CITY OF CARLSBAD SH4E~'8s ENGINEERING DEPARTMENT l• ~='...::::::========:::::'....:::=:::::::::: SEWER ~ WAllR PlMS FrJll: LA COSTA GLEN NORTH APF'ROVED _,d r LOCATION: NORTHEAST CORNER OF LA COSTA A VE BRIDGE OVER ENCINITAS CREEK, 185' ll!"ST OF EL CAMINO REAL >----+------<------------------+----+---+ A< -~_....-~e:.{, PE 23889 XPIRES --31-05 llOYO HUBBS 5/B,/4 £ CITY ENGINEER ' ATE RECORD FROM: RECORD OF SURVEY 17271 19.58 (BASED ON NCVD 1929) ELEVATION: ENGINEER OF WORK REVISION DESCRIPTION ·oATE f------'-----+ DATE INITIAL PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL OWN BY: ·1 ~ r .F. CHKD BY: ll.J.:r RVWD BY: i)Etl S.D.P. 98-0f(A) 419-9 I: \021039\0239130.dwg Apr 14, 2005 4: 15pm Xrefs: 0239MAP; 02.397UTL; 0239TP; 0239TPPL; 02391; 0239PRO; 0239STR; 0239UTL; 0239GRD c.,,, 0 0 - "'° I "'° -------- -----·-·· ···---------- -----,.. ··-------- -----------------------------------., __ -'"' =============~ ---. --- .. ---·· ·--·· ----..... ,_ ·--··· 1e·:· .. ; 1c· ··· .... F.cc'. ·=-·=E='+~===-F£cr3=f-=-F±-c'tc"-'i==-±==f=bF=t ----- ------- C:Fcc '··f•· •~:~ ... f .. ..:::C. ~4-f· .::c::cc·•~·'···4· ~if --------.. -----·-·----.. -------· , .. ---··---------__ ,__ L ~:~--:.:. ~ ~~== _-:~-~--- ------------ ------ ------------- . --•~::' : ·,=: c~ ~1 --------•. , ··--·· + ---------'" ---·!·------· "" -.. ------------ --------- ------ ' ' . ' . .. :::: :::-.+~ - . '" f"'·:f-... ~-+--+--+--+--+ '" .... -------------- .. ----------------- ----- -------- -------------------------·---. . "'" ---·· --... --------·-- ----------- ----- -___ , _____ . . ------------------. ---_J __ o· 5' 20' ----10 SCALE: 1" = 20' CAlJllON !! CONTRACTOR 'TO ',fR/FY THE EXACT lOCA TlON OF £XISllNG UTILJTIES IN THE RE10 PR/ON 'TO CONSTRfJCTTON! 40' ... --------. ----~--- ·-... --· ------------ ofESSt~ 0~C)l>.GE O o_,, ~ ,.c \.Y ~ ~ V, --NO. 32014 2 ~ EXP. 12/31/06 ~ CIVIi. 271 O Lol<er Avenue West Suit@ 100 Carlsbad, Califomio 92008 760-931 -7700 Fox: 76D-9.31 8660 Ci.,.il Engineering Planning Processirng Surveying ·--· ----------··--_____ ,, --·--, ... , -·-- 1----------- .I ·-.. --------------- -___ I--___ ---t--t---------=-r-=c--t~====.,-;~===c--t~ ..... ,. '" ' ___ _,__ -----+----- - -• -i-· - i 33 DESIGNED BY: C.0, DATE: DEC. 2003 DRAWN BY: J.S .• C.F. SCALE: 1" • 'Jfj' PROJECT MGR.~· -G-.0~. __ JOB NO.: 02-1039 ' ' - ----+--+--+ --+--+--+--+-I ----------------- j l . ' ., l. 34 PLAN: SUNCUP WAY SCALE: t• • 20' "AS-BUILT f------------------1 P.E. EXP, ___ _ DATE ENGINEER OF WORK: REVIEWED BY: INSPECTOR DATE ' ' --+-----' -1-- I . -1-- I - 35 --<---·· -- ' · ... +.i •. ····•···. r·--. . -_, __ -· -,_ . UNIT BLOCH 36 'l"' ___ _.._ ➔---- ' . ------- -r l7,'. :: - ---·-·-.. ···-------· --- WATER SERVICE DATA STATION 32+03.21 2 J 4 5 6 REMARKS J WA !ER SER~CE 21 '5 CPM ~=~-~ BLC G. STATION BLDl ' H JI -!-88.21 BLDl' H 33-1-49. 10 BLDG. STATION ---·--·----··--··· --·--· ~ -------------------------------------. -. ----· ----· . ·-----------· . ----.. -· -----·-·------------------------ -.. --- - - ------ n .. ··-·~--·~·-· 1· -~·· gfil_§: ~g· --~-~-· -¥· ·-~ ----· ·-" ·---------1·----·--_ -·-~·-·-·-r·· ========1= , .• f' , ...... -=-.:-~: --~~:_J::::::::c-·-·-+--+ -- ---------------- ---------- 2 J 4 5 6 1 ... . . --......... ----· .. -------. --------··, ·:._· cj· ==l=·J . ·--··------""''" -'" + . ·-·· ··-· -·· -·-..... . -_,_ ----+------· --------- ....... -· ----·--· -- . ------~"-------··· .. ., .. ____ , _____ -,-,---··· ------ ... ---------------- --------------- -------- ----------------+-·--- -- ------------------------- ---------- - --------------------....... .. -____ ,. .... --·---·-·--·-.. +--+--+ - --------- ---- - ------------------___ _J ____ --------------------------'-··-- -----· --·-,, _____ ,. ... ----. -------· . " ... ··-------, .... , ... -· -------·-· ..... ···-·---·----·---------····-· -.-•" . ------·-·· ......... -·----·---------------··---------·-----------.... -··-.. ... .. . ·--···· .. ····· -··· ===1= ----------------------- ------cc ·•f--· -·· -· ;c,;c;;c• --•....... ·• = .. . -__ ,_ - - ----- 6 = 13'30'35" N 01'52'35" W N 01'52'35" W 6 = 06'32'35" 6 = 08'21'25' N 16'52'36" W WATER DATA RADIUS LENGTH REMARKS •210.00' '250.00' '250.00' 150.83' 49.52' 29.12' 21.45' 28.55' 36.90' 133.38' 8' PVC ~ CL 200 • • • • 10• PVC ~ CL 200 • • 8" PVC ~ CL 200 • • 'USE 10' PIPE LENGTH SEWER DATA BEARING RADIUS LENGTH 2 A = 13'30'35" J N 01'52'35" W 150.83' 200. 00' 41. 16' 44.12' SEWER LATERAL DA TA IE O MAIN LAT. IE O T.C. SEWER LAT REMARKS 8" PVC ~ SDR 35 • • • • DROP TO p -TYl. "+===',!,I!,,., 63.43 64.89 65.00 66.14 *LENGTH T.C. ELEV. TO CURB 8.69' 6.16' SLOPE X 1.2' 1.01' REMARKS BLD1' H 31-1-88.21 /J' 13.58 2% BLD1' H 33+49. 10 /J' 12.30 1% • • • lES, 2 FEET DUE TO THE ANGLE PD/NT CONNECTION TO THE SEliER. NOTES: I. ALL EXIST/NC PR/VA TE STORM DRAIN PER 3<'9-JA. 2. FOR DESCRIPTION OF EXISTING EASEMENTS/.££ SHEET 7. 3. SEE GRADING PLANS FOR PR/VA TE STORM D, IAIN. ,I, SEE SHEET 14 FDR IMPROVEMENT PLANS. 5. ALL EXISTING UTILITIES &-SURFACE IMPROVE.WENTS ARE PER DWG 349-3. 6. FOR REMOVAL OF EXIST/NC IMPROVEMENTS ~ EE DEMOLITION SHEETS 14-16 OF GRADING PLANS. NOT£!! El.ECTRONIC DATA FH.ES AH£ FOR H£FERENC£ ONLY ANO ARE NOT TO BE USED F(Y? HC1?!ZONTAL a? VEHTTCAl SUHl£Y CONTRa. 1-----+--+-------------t--+--_,_--+-___, I SH3E1ET I CITY OF CARLSBAD I SH4E~~1 ENGINEERING DEPARTMENT [o ::=='...:::=========:::::..::=~ S£WCR ,t WATER PLANS FOli: BENCHMARK: lA COSTA GLEN NOHTH DESCRIPTION: LOCATION: BRASS CAP STAMPED CS/.B-017 LS. 6215 >----+----+---------------------+---t---+----+---1 NOR THEAS T CORNER OF LA COSTA A VE BRIDGE OVER ENCINITAS CREEK, 185' liEST OF EL CAMINO REAL >----t--->------------------+-----t--~ APPROVED IYY .4 t" ,<~,I., --rg_·---;.,€ f'E 23889 PIRES -31-05 LLOYD H'UBBS s;/'!,/., f Cl1Y ENGINEER DATE RECORD FROM: RECORD OF SURVEY 11211 DATE INITIAL DATE INITIAL -+---~----1 DATE INITIAL OWN BY: _,,.,,.'-""",.L. CHKD BY: g_ cr RVWD BY: DER- PROJECT NO. DRAWING NO. ELEVATION: 19.58 BASED ON NGI/IJ 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL S.O.P. 98 01 ft .f.19-9 l:\021039\02.39131.dwg Mar 17, 2005 10:09am Xrefs: 0239MAP: 02397Ull; 0239TP; 0239TPPL: 02391; 0239PRO; 0239STR: 0239GRD: 0239Ull c.,., ... C :E (i) ' ~~ - - - -.- ' - I~-I ~ ~ ~~~~ 36 I\ LJ...., C4lJTION !! caYTRACTCW TO ',£R/FY THE EXACT LOCA lla{ OF E)(JSTTNC U171.J77£S IN THE Fl£lO PHIOR TO CQVSTRf/Cll(Y>I/ ©?004 O"Onv C:onc,1dt,,nts lnr. - 37 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveyin9 ~~~ . ~ ~ -~ ~ - -~ - - ~ ~ ~ - 38 EXISTING JO" PR/VAT£ }:LEAN WA T£R / HOPE STORM DRAIN TO REMAIN PLAN: SUNCUP WAY SCALE: 1• -20' DESIGNED BY: ~C.=0. __ DATE: DEC. 2003 "AS-BUILT " DRAWN BY: J.S., C.F. SCALE: 1 • • 'lO' L /.Z,ry, a'~~ ~e,-r aio8 PROJECT MGR.· G.0. JOB NO.: 02-1009 "7 tr ,. 0-----------------< PE. 3e.o/f,' EX /~/~.f' DATE ENGINEER OF WORK: REVIEWED BY: DATE:.1k.1/4.i-7,.::; ~., ;;;.. RCE: ~ INSPECTOR ~ 40 WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS I N 16"52'36" W ,f.00.00' s· pn; ~ a 200 CENTERLINE DATA a· s· 20· 10· 40' (t-lO DELTA/BEARING RADIUS LENGTH I N/6"52'36" W 400 oo· SCALE: 1 " = 20' WATER SERVICE DATA UNIT STATION REMARKS NOTES: I. ALL EXISTING PR/VAT£ STORM DRAIN PER J,f.9-JA. ----- - --~ --=-~ -2. FOR DESCRIPTION OF EXISTING EASEI.IENTS SEE SHEET 1. NOTE!! BENCHMARK: J. SEE GRADING PLANS FOR PR/VAT£ STORM DRAIN. ,f._ SEE SHEET 15 FOR IMPROVEMENT PLANS. 5. ALL EXISTING UTILITIES &c SURFACE IMPROVEMENTS ARE PER 0/Wl 349-3. ElECTT?a{IC DATA RLES ARE FOR HEFER£NCE (Y>IL Y ANO AH£ NOT TO BE USED FOR HORIZ{Y>ITA/. OR ',£HT1CAi. SIJR~ caYTRa 6. FOR REAIOVAL OF EXISTING IMPROVEMENTS SEE OEMO/JTION SHEETS /,I 16 OF GRADING PLANS. I S3HE2ET I CITY OF CARLSBAD 1-----+--+-----------------<---+----+---+-----< ENGINEERING DEPARTMENT 1----+--+-----------------<-----+----+---+-----l SHEETS 418 SEWER ,t WATER !'WIS FOR: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSl.B-011 LS. 6215 1------+--+-----------------<,----+----+---+-----< LOCATION: NORTHEAST CORNER OF LA COSTA AVE APPROVED 6Y BR/OGE OVER ENCINITAS CREEK, 185' llf"ST 1----+--+-----------------<l------+----+---+-----l OF EL CAMINO REAL A & ,-71" ~~-ciA LLOYD HUBBS qr,,.£ PE 23889i:iRES ?31-os CITY ENGINEERATE RECORD FROM: RECORD OF SURVEY 11271 D~TE flNIT\Al DATE INITIAL ELEVATION: 19.58 (BASED ON NGl,fJ 1929) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OA'tE ~ITIAL CllY APPROVAL OWN BY: ' " CHKD BY: f2 !t:T: RVWD BY: !>EA. PROJECT NO. S.D.P. 98 Ol(A) l:\021039\0239132.dwg Mar 17, 2005 10:13am DRAWING NO. 419 9 Xrefs: 0239MAP; 02397UTL; 02391; 0239PRO; 0239STR; 0239UTL; 0239GRD \ ) ----. . ' ., ·-. ,., -..... """-----+--+-+---l--+--+--+-1 ccc1=c1c-= ... t=---t-~-7 ----=ctc=t=--ct= -_,, -'-- ... , . . :.:. . "" ··;:: ___ :·· ::: -,., . . .... " ... :.,::· ... : ... -------·-:·::···.-::i ... . ·:~:_·" I"":·_· ::· .. _ _. '' CAUTION!! CONTRACTOR TO VERIFY THE EXACT lOCAllON OF EX/SllNC UllL/llES IN THE FIELD PRIOR TO CONSTRUCllON! ------ Ccl?004 n'nnv r:nn-;1Jllnnl" Inc: ----- -----... .,.·' .: ;·_: .: ,., :: - ·I.. ·; [::_-·, •• , .... -··· I ..•• -[ .... : _, .. , • --' ___ ----- . · ·.::: ;:_~:~~-~-~~~-::::::·_:~c't'=:~·cct==c---j=ct--=-~--t-=-=·--r--c~t~-='ct-=• ~t-:=-·tcc--ccc •. -·····.,,_ __ I.,. - - -.... -- .... --· i---:---_-+---+ -------------+--+-+----' - I -... I .... ·--. i ' •. -·I_: ------ ""'"' ---. .. " -. -. ·. .. ·. ·_·_--. ------------~-+-.---.--. -----··-·· ---' -----+--t-·--_--+--' - - -. ------;----r---::------ ---- . -----. . . . . ' -. . i ... :_:· _--•• ·_: __ ---______ f-:---. r-__ --: --_::: --·-:-:_. ---_____ ---~--lccc=t=tc-,--c1-,-,1-,-ct=·--,',-=--,----cc-=t=-cc --=1c·--->-------------------1--c-t-cc1-, __ -_ .. - -•.. ·:: :.,.:: :: , , . ",, ~: . r;:"·.::·. · · _·:·. _-~:.· ___ · · ··• ·:·_ · · ··I'.'· "" _.,.,_ I ···_· •.. "''"" ··:··-· .••. ,. " ' ' I ---" --~·.::· -:~--___ -------'i""-'1=+=+• ------_-+· -----l ---· --+-----f-+--f---,~---··-1· --_: ..::___ F--+=-Fcc.+=+=· F-cc· ·cc··JC--'--+=·+--=•F'-'-F--+='---cc.+=•~=F--+~-F"-+=+=F~I-~:_ '"' _ _: ___ - . ----_ -:•·-------: IL=i ------------ . ·---··-. --- ---f---+-+---l---- -------------+--- ------------. -. "" ---. -· ---,,. ---·.: WAY ,-. ·--_ ' - -. -,---_· - 43 o· • ••• -I 5' .: --, •:.,,, - - _ _:I:_ - zo' , o· SCALE: 1" = . "--. . ' ' ' ,,,,,, 40' 20' -... C--1-----l I ' ---_-+---- ' .. _, ' - .:· I·,,·:. _· ---r---... -.... ·::· : -----------t-'--t---· __ ::....:: ' ' ' :··::.:"; .:. : +----t----: , .... ,.,:.:·: _ -. -__ ' ---- - ------+---l--.t-__ -..• -t--+--- ' ,.. ··: --. ... - .: "" ' ,·, I -----. . ... 1"-• ••• i:.-.. :· I · •• : I •• . ----- -·1···· - ' .. -1---.... -_ -_ '. J: - ' ------_ WATER DATA I;_· - --_______ _::_ .... "" ""' • ". I " • , •• - :J··.:· ' • _ .. _L_;.:,_· -: .• ' NO DELT&'BEARING RADIUS LENGTH REMARKS I N 16'52'.16. w eo.·ccooeo,Ft=-===ee"'•==p,evt:'aaaaa:~-Cl~2=cOOc:;=--==1 2 N 16'52'.16' W 200 47' 10• Pvt:' ~ Cl 200 l-£.J_j___f_t:::.'0!.='-'1'f.4'-"''45~'55!';.-1-=,2=,a=a=o:,.,~_{_<51.T2''-+---~~.~-=.:"----ccc1 -1 N 02'06"40" W 67 99' • • 'US£ 10' PIPE LENGTHS. CENTERLINE DATA (NO I 2 3 4 DELTA/BEARING N 16'52'36' W N 16'52'.18" W t:::. = 14'45'55" N 02'06'40" W RADIUS 20000' LENGTH 152.88' 121.58' 51.54' 61.99' WATER SERVICE DATA UNIT STATION REMARKS 4/f9l.64 6. DOUBLE CHECK DETECTOR CHECK ASSY. NOTE!! PLAN: SUNCUP WAY 5. IJ. ELECTRONIC DA T.4 FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: C.0. ----- DRAWN BY: J.S .• C.F. PROJECT MGR.· G.0. ENGINEER OF WORK: _h.,,.-.,J__. GloRGE ODAY 11 DATE: _()!:C. 20_QL_ SCALE: 1 • = 20' JOB NO.: 02-1039 RCE: 1 32014 SCALE: 1• = 20' "AS-BUILT ,, P.E. EXP _____ _ DATE RFVIFWFD BY INSPECTOR DATE BENCHMARK: DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-011 LS. 6215 NORTHEAST CORNER OF LA COSTA A VE BRIDGE OVER ENCINITAS CREEK, 185' M"ST 1-----1-----t-----------------+---t---t-----+-------< OF EL CAMINO REAL /1\ f-----l·--·---··. RECORD FROM: RECORD OF SURVEY 17211 DATE INITIAL DATE INITIAL INITIAL EIFVATION: 19.58 (BASED ON N!JVO 1929) 1:NGINl:.ER OF WORK REVISION DESCRIPTION OTI l[R APPROVAL CITY APPROVAL I 533, I CITY OF CARLSBAD SHEETS 4'f8 [NGINEERl~G DEPARTMENT S£W£H ,t WA T£li' PLANS FOH: LA COSTA GLEN NORTH DWN BY: ,1.0. ' ., . CHKD BY: ~ RVWD BY: Of:@... PROJECT NO. S.O.P. 98-0l(A) DRAWING NO. 419-9 I. \0210-59\0239133.dwg Mor 08, 2005 2: 1J3pm Xrefs'. 0?.19MAP: 02307UTL; 02.39TPPL; 02391; 02.39S"'R; 0239UTL; 0239GRD: 0239PRO _J c.., c.., 0 - --~:_L__ ---·· I=+· =·=···1,·c.. .. "f=+==iF'+ --1--·· • __ .,I .. __ .-- . ' ''""' . ··'"' !,, .. ,. ., .. --... "-_=·=;:"4'=-1-'-····:-i-:-__ _ ___ ,__:__::_ ---·.:: ------- '+-"'-'-=-I ·.:...: ·:.....-:_:_ --i ... -. .. ·-· · _::>:--~::::: i-~\ 1.: .. · ... . _-:::·.1.::.· .. ;-:~r·~~- . I·. +·-" ... - CAUTION!! CONlRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELO PRIOR TO CONSll?UCTION! 1.·:_ ' .~-::::- ~!--+---=-=~ -~(:, ___ -::: .:.-: I .. ' ---· ., - -,.·. -~I=-:....::_+-:___,+--+-·-_·-~:.-=--::.·:.'..:, __ _:_::_:_I:_:_ ..... .1 ·:. _. I ' -,--,--. _1; .. -: -::: ·-·· I . 45 ' ---- ' . ' ----- ------t:-; " .... I::: . ____ _ 46 .., .. ·-.,. -· --· '"" . --- ": --_-I. - . . ··:·.:.::, . -.. I., ' .. -;:_· _:....::_:~ _ .. ' '"""+. -+---+-----___ j___ ' __ i------.::... _ _'.__ __ _ ----,.,_ _ I . :.,_I_-~-.:· · ·:.::· ,' · _·:r. .. ,,: -,,: .. =·-·L......L_ .. ==·'1· =·=·=·,·, ,,1=.=--1-----"" '" -· ::.·""' ------ .. +--·-""'" 1 .. ," --: ·.:1 :::·.:-. .:;;.:,_i·,,,.+::.:·: .. -- --+-----. ····"'"• ---- -----" ,.,. +-~="-·f'·=··'+ ···:=·=-J-c....+c··c...j·'_·_c .. :(..,cc.:" ,_· 1"--+=+-~~··+··=+c'=·=·+-'-. +=·:·: .. :·.-___ • I ...... . 41 PLAN: SlJNClJP WAY SCALE· f' = 20' ....... 1:::.:: .. · L..-+-=-1=-"---._:_~-~ :.-::::: ' . .. .. •t·· -------- ' "AS-BUILT " BENCHMARK: . -·--.c..:_ ·::'!':.:::.--· - --I---I-. ' ,········: .·..::..._.::.'.._____'._·::~ o' s' --20' .. ' .. 20' ·1 :.:-:.:· ... ". 1 ........ l :--·- 40' ' .. . ... . "' "'' -. i --- --+--_ .. -_ -------- I I· .. · --·---·-· ..... ,,,_.: .. ---I•--· I·· . --f-----. ' :....:. _ _j_ __ 1.... ----·-•..•. 1 · - . I. -· j. .·. -r-+--- .. : ' --. ' I::"' _,_ I --- -. ' ' ' - ' ' ' ,- :: .. ' -----·+---i ... : I ---+--, - ' --- ----· --..... .. . ., .. 1-.• l .... - -----+-... - ·. -·:.: ' -·1 .. -- ·.. . - - I . ·- • I I ..... -----· --·- ' ..... I· t .1 . ... L----i----·- -·+--- ' I I I . -...... . • •. J I • --·--_·:-. .. - . .L.'..:._,__:__: - ·I· ··+. --- ---- -- "" .. ., --· .... _·.··-...... -t--'--t--+ --1· ..... -----~: '... ... """"" --1 ·: :._ C"-"-t--l--- I : -.. ::·:: 1·.-.-_ - -.I. .. ---1--·-1-. --... I"• ·1:·· I, ... ... -I. .. _.--C,-_t--+ ·::.:-·,:::~~ --·--- . -.. ·---··-- -: -_. r . .- ·---. . -.L.:.:·· -·-1 •. ___ ... _ ·-i. .. -. :! ... '..:··1. -·---- l--+-+1.. .-~. ---- . ..... . . -· • I·.. .·:.·. -·-1------- I i -' --~- .. ..... --·-' - I : ----=--i-.:..: ·- . : . : .......... --- -1-=t=-+---=___::: '..:..:::.:_c_. .... -----·-: ·.:·:.:.: . . .... -· . .. ···: .. ' t-+-1 - I ' : .. " ..... .1 ··_ ·: -.~ .. -·--·--·(--,::.'l-"-=C--"-l-=--:1-.·-:-F': ----+-:"··;: -::-.-:·· I-.+--+- ..... ' --·-·--· ' . --.. ,. : .; -.. '. . --+-·-· .. +-· _::.: -:__ . ..... ,. ---· I-- . .... +-·-···t-,1 --I--- . . ·.·. ---· .. _ .. ............ I. -. " ....... - I·· ..... -.-::: . ..... ---+- ··--1---... ----+- ·••I .. --··---··-, __ _ . .. .... I·.--.. I·;.· ...... 1 ... • ••· . . I . _ .'.. f:·.:: .. :: _-_-:: .. CENTERLINE DA r A WATER DATA I~ DELTA/~IBEA,~R~IN~G~RCCCAD~IU~Sc:l=cL=E NGTH I N 02'06'40" W --93. 12' NO DELTA/BEARING RADIUS LENGTH REMARKS N 02'06'40" W 105.03' 10• PVC ~ Cl.. 200 I 2 ;:,, = iO'JJ'45' 20000' 36.87' 2 N 1374'14" W 120.31' J N 12'40'.25" W 25.00 NOTES: I. All EXISTING PR/VA 1£ STORM DRAIN PER 349-3A. 2. FOR DESCRIPTION OF EXISTING EASEMENTS SEE SHEET 7. J. SEE CRAOING PLANS FOR PR/VA TE STORM DRAIN. 4. SEE SHEET 17 FOR IMPROYFMENT PLANS. WATER SERVICE DATA UNIT STATION REMARKS wo~c SHOP 45+95.58 I' WA 1£R SERVICE BLCO 0 46+01.24 3" WA 1£R SERVICE (/95 GPMl BLDG STATION IE @ MAIN LAT, IE @ T,C. SEWER LAT DE_P.JH @ T.C. -WOO!) d. ~~~--~~=====I======!,- DROP TO IH"' UAIIII 0.91' ~,; 45+65.17 72.85 74.63 4.68' 4-----1------l---------+------1---------1 BLDG STATION *LENGTH TO CURB T.C. ELEV. SLOPE % ~7 45f65.ll 16' 79.JI 5.4X • LESS ? FEIT OU£ TO THE ANCLE POINT CONNECTION TO THE SEWER. NOTE!! REMARKS EXISTING 4• LA1£RAL 5. ALL EXISTING UTILITIES &-SURFACE IMPROITTfENTS ARE PER DIW 349--3. ELEClRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 6. FOR REMOVAL OF EXISTING IMPROYFMENTS SEE DEMOLITION SHEETS /.I 16 OF GRADING PLANS. , _ ___, 1 534T I CITY OF CARLSBAD ENGINllf.!INC DEF'ARTMtNT SEWER ,t WATEH Pl.ANS FOH: LA COSTA GLEN NORTH ~ ~ DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS. 6215 1---+-----1---~-------------+--0 F,....~ DESIGNED BY: C.0. DATE: _QEC. 200J / ~ DRAWN BY: J,S., C.F. SCALE: 1' = 20' ~~--PROJECT MGR.: G.0. JOB NO.: 02--1039 ---~ -------- C O N S ULT NT S 1-------------------I P.E, EXP .. ___ _ DATE LOCATION: NORTHEAST CORNER OF LA COSTA A ff: BR/DC£ Ovf:R ENCINITAS CREEK, 185' WEST 1-----+---+----------- APPROVED l!IY .6'-·< c c'Q?'..t~·e,A -PC: 23889 1i-XP1RES..fi-Y ~o,, LLOYD HUBBS ~¥,/,£ 2710 Loker Avenue West ' Suite 100 Carlsbad, Colifornio 92008 760-931-7700 F□>C 760·-931-8680 Civil Engine,eri11g Planning Processlnl_l Surveying ENGINEER OF WORK: DATE: ,r¥s::: RCE: 014 0F EL CAMINO REAL REVl[WED BY: RECORD FROM: RECORD OF SURYFY 17271 INSPECTOR DATE ELEVATION: 19.58 IBASEO ON NGVIJ 1929) 1---+---l-,r/,\-------~---~-----j,-----jr---<----+---i DWN GY: '·"·' ,,. CHKD BY: IL.$,;T RVWD GY: Pf'&- CITY ENGINEE'R DATE PROJECT NO. DRAWING NO, OATE INITIAL [NGINEER OF WORK REVISION DESCRIPTION nATE INITIAL DAIE INITIAL OTHER APPROVAL CITY APrROVAL S.O.P. 98-0!(A) 419-9 1:\0210,39\02.39134.dwg Mm OB, 2000 2:04pm Xr<2fs: Q2J9MAP; 02J97UTL; 02JlrlP; 0239TPPL. 02391; 0239PR0; 0239STR: 0239UTL; 0239CRD ~ 0 - _J ' ----~ _: -:: a- ······· +-. -.--.. -_-t .. f--+-+---+--_-------:::-·· ,_ ··i------·---·· +--.. --;---... --------_-_ - ·---- -----+-- C4/JTION II CCWTRACTOR ro lf7iYFY TH£ EXACT LOCATKJN Of £XIS/INC UTII.ITIES W TH£ Fl£l.O PRKR ro CCWSTRt/CTTON! ©?004 O'l)ilv C:onc:11ltnnts lnr. ---------- .----------· ·---f------r----------·-.. ., .... 12 .: : : . ::~I . - -.. r-. - + " ----r----- ------------------l-----------+-------- ------,. -------.::~-------.. --.. --.. -.... - 2710 Loker Avenue West Suite 100 Cal1sbod, Colifornio 92008 760-931-7700 Foi1: 760-931--B680 -- __ -. Civil Engineering Planning Processing Surveying - --------+ -.. ____ ..:..:_ __ ,.:_ ___ · -e: .. _----:_ ::·. -... - -- -.... - - ------.. . --------·----·--- - -.... ------------00F·:_~~-_'l:,=_·-.···+~E'+=-J=-~ ··.~·:~c-'l ... ~c=c-~E-c+-------:----. ---1--- T--- --------+-~-+--+-- ---f-------- ... ·· I· ---.. ::: ::.: .. ' ... .. ". ' : ,_ · -· · --l ---i------------i-------t'--+-t----t-+--t--,--· t-'--t---··: ::t ::: ···:____:::_ .. -. - - ---r----- .. ·I·· ... . · +---+--~!-~~.+-_ _:_ ----~-- --·: ·. :·:::: ,. - -------·-------------- -... -------------+----+- 13 14 PLAN: L£UON8£RRY LAN£ DESIGNED BY: ~c~.o~. --DATE: DEC. ~---- DRAWN BY: J.S,, C.F. SCALE: 1" • 20' PROJECT MGR._· ~G~.P~---JOB NO.: 02-1039 ENGINEER OF WORK: h. . /I' GEORGE oo'n\Y /f DATE: ~I/Ar RCE: ' 321114 . "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR :::t - ,, DATE DATE ----I-------- ,. ·--1--·· -------· ... -•-' .. • _t:::· . . -. I· . -------_::···_ -.. "'"'" . "_'_: i:::-· ::: : ·:::.::-· --_ ---: ·: - ----------···· 1=---1--=J········· --•• -'1~==1=---1-=+c=l~+=~'+-'--+~-+--<---• -+~+-~+ '_ .. -. ------:~---' -----. - .. -~ -_._. - -------- -:.· -~~~ -:· -.. . -... , -~--·--· . ----·-·-· ~-' - -...... . _:'-':!-::-::- ' . ·-_ --I~·. . --_·-' -- .... _, - ,...... . . . - -'' ... . .. . -- i-::-.. --C-- 0~ •• ~7~~·1c-·= ··r:➔'--i .'•. ~···+=r-+=+-~-i-• .. --=-=--=rc-+=t-cic7 ·,c.c cc. _.-.. :~ -- -----... I I \ ----.. -- 15 16+89. 64 RUSH ROS£ OR/VF =l5+06.24 L£MONB£RRY LAN£ CONST. I £A ~ 90· BENO !:-,= 90VO'oo' ->---- ------ o· s· 1 o· 40' SCALE: 1" = 20' NOTES: 1. ALL EXISTING PR/VA TE STORM DRAIN PER 349-3A. 2 FOR DESCRIPTION OF EXISTING £AS£M£NTS S££ SH££T 7. 3. S££ GRADING PLANS FOR PR/VA TE STORM DRAIN. 4. S££ SHEET 19 FOR IMPROl£Al£NT PLANS. 5. ALL EXISTING UTIUTl£S &' SURFACE !MPROl£Al£NTS AR£ PER OWG 349-3. ---_:__ -- ----. --- . ··_. ·~-li Ji ··--·. ~:~~_:· : ---- -_,,______ ,_ 7:·--~=-:'.7 ::.:: ~ :; __ , ---~ -----,- ., : -_-- .... --·-·-·------····-·-"-····-1--- C£NT£Rl/N£ DATA (NO DELTA/BEARING RADIUS LENGTH I 2 3 4 5 N 73-07'.25' £ 1:,. = 90vovo· N 16':52'35' W 1:,. = 9ovovo· N 73-07'.25• £ WATER DATA 36.00' 2s.oo· 39.27' 183.70' 25.00' 39.27' 36.oo· •NO DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 5 N 73-07'.25" £ N 28"07"25" £ N 16"52'35' W N 61"52'35" W N 73-07'.25" £ 26.84' 4265' 183.70 43.84' 25.00' 8" PH:' ~ CL 200 • • • WA T£R S£RVIC£ DATA UNIT STATION REMARKS 311-13 12+26.02 I //2' WATER S£RVIC£ (,m GPM! 314-16 12+3261 • 317-19 14+74.24 • • NOTE!! El£CTR(NC DATA FllES AR£ Fa? R£FEHENC£ fN. Y AND ARE NOT ro 8£ IJS£D Fa? HORIZONTAi. OR 'ERTlCAI. SIJRVEY CCWTRa 6. FOR REMOVAL OF EXISTING !ldPROVD,(£NTS S££ OEJ.IOUTION SHEEI S'~14:;:!!16'.._0F~GR.~'.AO{!:VM~G?_.A:'.!1A~NS.~. _.:::=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=~ 1---1----+------------+----+---t-~-t-----. I S3HE5ET I CITY OF CARI.SBAD SH4EE1T~ ENGINEERING DEPARTMENT Cl riSliim~~.t~lfl~!fiiTEN~PWIS~~F0/1:~. =====:::::::..::::::=7 BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-017 LS. 6215 NORTHEAST CORNER OF LA COSTA A/IF BRIDGE 01/FR ENCINITAS CR££K, 185' OC-ST OF £L CAMINO REAL >---+----1-------------------+----+--- I,\ RECORD FROM: RECORD OF SURI/FY 17271 DATE INITIAL DATE INITIAL ELEVATION: 19.58 (BASED ON NGVO 1929) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL.. APPROVED ,:7 t' . ,A'. < I<~ J.4V~.-...;4 PE 23889 >mRES ~-05 LLOYD HUBBS CITY ENGINEER OWN BY: d_C-,_ ·' •. CHKD BY: It~ RVWD BY: SlciL PROJECT NO. S.D.P. 98-01(A) I: \021039\02J9135.dwg Apr 15, 2005 4: 06pm DRAWING NO. 419-9 Xrefs: 0239MAP; 02397UTL; 0239TP; 0239TPPL; 02391; 0239STR; 0239Ull; 0239GRD; 0239pro (..) (J1 0 - ----.L......:: __ - -:_· : . . I,, ------t--------·: --·: -------------· Ff=--f=_J -------- :::·:-:: __ :.:: ·::::...-::: ·::.:= _--::::...·:-r:·.-:::: -·------------i--=:: ___ .l~-.-_-+ __ =_= __ +_=_=•l_ ·=_= __ ---+___,--------=.+=Jc ___ = ____ _ ____ )__ -·-•.•.. ,_,,, ----j_ __ ,. -----_:_.)_ -__ :---·-l'_ ___ ----: __ -_ _, ---r ::.· --- - -+"" . 1=-+-+-_---J __ 1.: --==-- ---==_ F_= ___ =_=_ =_ =r ···--- .... L. ,. -__ ·· -- 1-· _ -1- ----4-+-- .::c:::.:_ :i.......:..::. - . "". --i--------i-------• -+-- . ---------· : __ --: -_ .. 1:: .. --.-: - -_-:-_L. -+-+- : ... _-_ -.. .r------=~----· .;;.,.,::··- , ..., -----1-__ --___ ----_- - --- ------I---· ! - -----j_ __ _ ' ='J=---+~1.:~-.... ___________ -----" ---__:_:__...:.:__::_ ::::..:::: ,:_::_:::. :::::::·:: -::-:::_:·_: ___ L___ •.• "·;---· '.'. • --,----.... ---+-. ::.:. , .. : ---- ------+--- - -f, _----' ' • --·. ... ... --1--------. 1===r-----·-· ::-i-----=· -..... " I--------------. ---- --- . --·+--- ----+----- "··-··. -- ~ -~~~~~:. :::.~~-f-::-~= r=~::...::,-:"::::::_ - ------------·-·- -----1- CAl/TlON !! -c===c=t--t-+•-::.. .... t __ -_:-,:-+::..-•_•+--+-··+·'-·-=-=-::...::·::... "' i -j_ :· __ -,.-:: . ----- - - +-· -------.... ·-· ---------- ----.... ..:--- I .. ,., , ·------ --+--·:: ....... ----+- • •• 1 ..... --.. 1: . --_·--=-~·L_ _ _:: - -: : ::~::i.=: · ___ :..:: ... " -+-+--+-1• -. .-: .. =-_i:=-::...:--1::::---=::: -·_:J.: .. _,. ------ ---+------__ .. _,_ :, ___ ,..:, _,j., ___ '" __ _:_ +· ..... ===·=---~-=-=·-·-_·. -· +------·---···-·· . ·:·= .::~.:-+-··· --~-~-:~_-:,1----.. -=--:~+-_-__ -_+_ -_:· ___ - -::--.~ --. -. --:...· c::.:...·-i-.::.:__-_- . '"" --- --.. - - - . . ... --f---f_-_. -"~---- _·:: f---_- ---- ---I--------- " -------- I j C<NTRACT()f? TO lf7i'IFY THE EXACT LOCA llON OF EXISTINC IJTII./TlES IN THE f/£LD PR/0/? ro C<NSTRIJCTlON! 2710 Loker Avenue We9t Suite 100 Carlsbad, California 92008 760-9J 1-7700 Fax:; 760-9J1-86B0 Civil Engineering Plcrrning Processing Surveying ©?004 n'nm, rnn~, 1lt-;;f-lnr - I - +---- ----1----- ---- I -, -.... -_- --+--+- f- ... k·: ~I __ :__I . - j~ .. , ij --------s~- ---+-- ~-.• . -- ;. : --. 1. DESIGNED BY: C.Q. DRAWN BY; J.S., C.f'. PROJECT MGR.· G.0. ENGINEER OF WORK: J:z.,_ ,,,, " /'P ½' .. GEORGEru-• ' ' - 1-------- 1---- I DATE: DEC. 2003 SCALE: I• • 20' JOB NO.: 02-1039 DATE: ,,/4, / - RCE: '~14 --+-- ___ .)____ -+---- ------- ' i r -_· __ --: -- -----+-----1 ·-· --=:------- - j___ •• --• 1. _·:i._:_: ----_j_ "AS-BUILT P.E. EXP ____ _ REVIEWED BY: INSPECTOR . l : .. -----I---- ' ... ------------ -----L--..: I-------- . . : ---. --. -----+--. +--- -+----- _-I . :-. --. --_ --i-------- H DATE DATE I I " --.... I I I _, - -).__ __ _ ' - ----I------!---- -----+--=---- --+----- --1------' I j. --. ' --: --------- : .:: ---+--- ----+--- - --- --( ..... . : ... ----1------ -1--__ , ... ---+---- ... -------I----- ----_ ---. ::- -' ·:. . ,: ... ---f:-:---.... ' -- , .. ,.- ' --... +-··" ---- ___ ... + - -------i------ ·.:..:.:_.:______:__:_ ,. ·-------l-------------i-=.---- __ c.:...:.:· c· ___ :: -· _· __ .(___:_c:_·:-= -------·· __ ·:-:~ :_. . :: -_- =~-:::· -~==-~t~.--::· ~ ------. . ---:·::: = ·_:--···· ---------· - -:... . :·-_ --'f-----4 -_ -__ . · .. :: ..:-::--::.:: ::. ·-e:.·.:::: .. -:-:::-:=::··_-_ --- :::.::~ r .. -::_::::_ ~.:.: -----".--:: . -----..... ------. _I--_· " ---, .... , .. +---.-t-ccf . < '" , ... ; . _·-_:_ ---+--+-f-- ---i--- .: :__· L....:.::::--:- - . .:..:_:__ ·_1--::.: ".::·---..... -- -:~ :.'..:: .. ::::::·.::: ·: -- ·+---+------..... . -.. ----- •.... --- . .... ---·. :.-:... ... . ----·-· --- : :l::. ..... :··. --+---l--------------,--+-----r-·-----_ _j__ ---.......... ,,,. -------+· ··· -----· -----·-···----· -:· -1-, --+-=----I -------- --I , __ ------- ____ ..... --I----. + "'" . :··:: 1.: : : : ... : ·:_-_ ~J_-= -:::::::. _ _. ----· --' ---:--... ··-.:-~==· ==·-:_:;c::·--::.:·:::· .. · -. -----------. " -·--.. --------... -------~: .. :::::: ---- ' -' ---t------_-. ----------~·=··--+-----Jf.- ' ---__ i--:....-....:: _ __:: -- - -_j___ _j___ -----i-------- -t_ __ . ____ l_ __ •------+---------+------- --- ' _ _j_ __ ------i-::. ___ _:_ __ .. ·:::_:__:__: +------i-::. --i=..:---- ' ... _____ ::_ ___ l. :··- -··: 1:·:·· ·-.·:·,__::·.,, _. .. .::--:-=--~:::: - ... --·--· - •. :·--1-- --+-'---_ -~1--. ±cccbc±-----C--=>--+--+-----i- ----i--- -,_ - .... -, - . " ... ' -J.-.---"IC._C_L ... . - -,. : : ... - -+--+---:-- _., ._ ... __ _:_ +-----:::-_+----::-- i _L..::._:_ . - - -___ -I . . j _- _' .-. ,; ...... ---. -:·-. ------ -. --- • •• I •. --.... : . .. .. . . --- -. -: . - --·: I_ .. -.. -.+-__ -____ ;·-:=+= C .• - .. - ----· +---+-- -: ___ -_ - ---- -.. -----------_ _ic--+lc--.-tc, J _ ---- ...... --f·-· ----.. - ----f --+--+·----,· , .... ----·-.... -,., +--+---+ --+--+ ..... t· - ---.. ----la· . . .. -l ,., . .. -... ------=-.. - --..... ·--------.. -- -. -::::::+::~.::,: T ::-::: ~- -=--:: .. :. ------ -------. --• --=-F··cc __ =! __ cc __ =_ i=~-=· _• F_..----•---------... "-+-----_j___,_ -- --·. ----_,, ___ ------- -...:.:. ~..:::.: .• ·-.:.-:.~:I::::: 4=J==t··------ -..... ----:= -------- ---------·-·· . :::··-=--:--:::--=-~t-------_--:: ----__ .. __ ::--::-:-::::-.::: __ -cc_c,_ =r-__ ___: ___ ::: ·==-~ ---- •• _j_ --------·--· '" --t------------+-+--+ --------+----·------_.,_,. _____ ,, ______ ----· .. ----_-+---·+-·+ . :·:-..... ----:._ +-·· .. -+--+----- ' i ' -- ' ' __ 1 -~-I· - o· 5• 20' 10 SCALE: 1" = 20' BENCHMARK: ,---+--- ---- ;· ' _' -. 40' - -. : - ' ----I---- ~-------__ - -c. --::.:~I : t=.::: ··--·_ . --. -- _j___ -_ _::.:-I - ----+-- _,: . ' ----+---------- ' ,_ . " ------.. --, __ - ------ .. __ -----1--------- " i------: ·_ .. __ :t: -r---- ----r------_,__ --: :.: :: ..... -----1-------- ---4-.. --- - -1-----+--_, -__ ~: "' .::::.:_::::.:_-- .. L ..... ··--· ... •-.. . ____ _. ... 1--- -__ :::.:.::: •. :-:-- " _., ···----. --- WATER SERVICE DAT.it ====I SEWER DATA UNIT 408-10 411-12 413 15 NOTES: STATION /Of60.00 11+01.00 10+46.00 REMARKS I I /2' WA !ER SERVICE f 48 CPM) I' WATER SERVICE (; q GPM) I 1/2 WATER SERVICE 7 49 CPM J DELTA/B~NG RADIUS LENGTH REMARKS I N 12"58'42" W 11768' 8" Pf!:' ~ SOR 35 WATER DATA CENTERLINE lJATA l~<>i DELTA/BEARING RADIU:, LENGTH NO DELTA/BEARING RH>IUS I 2 N 07"24'1/' E N 12"58'42" W LENGTH II.BO' 93.46' REMARKS 6" P"1: ~ CL 200 , I N 12'58'42" W 79.07' SEWER LATERAL DA TA b,,,,,,,,"'"l,======:,,;;;;,;;~c~=~'F;;;;~;,;;;;;,,;,,,;;.,;;;;;;.,.~~~,;.,;='"F'======ac=i UNr STATION IE O MAIN LAT. IE O T.C. SEWER LAT DROP TO u•wfH T_r. Tl-II' b,,,,,,,, ~-"i=a=dJJ~!!! JP!l._-+__cl07+_,,2':'5.-":00'::-,f-----'6c'.:l.-":89"c--f---'6?'3.~.2-":'9---+----'=6.'c'59'.'--+----"-l.2",',.,-----l 409 ~_,;IOC-'+-"5.'i""'-"-oo"-ll-----'6."°2."'8,"-'5--+---'6'.-'4.'-'.4"-6---+----"'5."'89,._,' __ +-__ _c_l."'Ol~'---1 410 -+__cl07fc,8.~:Z-'::14':,--,f-----'6.?'3.-'::7'c:1-+--'6cc5.c-'. 4c'c4---+----'=5.2"c'9'.'--+----"-'·'c'Ol,..' __ ---I 411 ~-"IOC-'f-"9c-"4.-"-00"-ll-----'6'-'4."'0,"-Y--+---'6"'5."".8,°''0 __ -+--"'5."'05'-c'--+----"-/.,,_2'~-----1 J]l_~--'-ll'-'+-"0,.4."'00'--<1---'6'-'4.'-'4'--l--+---'6"'5.'-'. l.-"''8---+--"'5.-'-'12c.,' __ +----"-l.,,_2~' ---1 Jll_-+__c1o+'='--"9~'9,.,,ooe...,f-----'6ce:4."'2'='5-+---'6cc5.'-".B"":J __ -+_---'=5."'o1c.,' __ +-__ ,,.1.2"-'~----l .f./4 ~-"IOC-'f-"7-'-'7-'-14'--11-----'6"'3."'J."-'5--+---'6."'5.'-'J"-5---+--"'5. .. "5,._,' __ +----"-'·2,,_'~-----1 Jl_g_ -4__c10f=4-"-1.,c00'---1f-----'r,:"'-2."'4-'-1-+---'6."'3.'-'.7"'-~---+--"'6."'39'-'--+----"-'•2,s_' __ ---l •LENGTH T.C. ELEV. SLOPE X REMARKS TO CURB UNIT STATION l===f,==,~~+==c'S==i===e=-c=====f==~c===+==;s;==,e='"e""'-==! 408 10+25.00 10' 69.88 2% 4" LA TFRAL J2i_ 10+55.00 29.8' 10.32 2% 410 /Of82.14 36. ,· 10.73 2% • • • J!!_ 10+94.00 25.3' 10.85 2% 412 llf04.00 8.7 10.90 2% • . . , J/J /Of99.00 18.8' 10.84 2% 414 10+77.14 29.8' 70.60 2% • 415 10+41.00 6.6' 10. IJ 2% • LES, 2 FEET OU£ TO TH£ ANGLE POINT CONNECTION m TH£ S£W£R. I. ALL EXIST/NC PR/VA TE STORM DRAIN PER 349-3A. NOTE!! 2. FOR 0£SCRIPTION OF EXISTING EASEMENTS SEI SHEET 7. 3. SEE GRADING PLANS FOR PR/VA TE STORM ORAIN 4. 5££ SHEET 20 FOR IMPROVE/JENT PLANS 5. ALL EXISTING UTILITIES &: SURFACE IMPROV£!1£NTS AR£ PER 011; 349-J. 6. FOR REMOVAL OF EXISTING IMPROVEMENTS SE£ OEJfOL/TION SHE, 'TS /;/ 16 OF GRADING PLANS ELECTRONIC DATA f7lES AHE FtYi HEFERENCE ONl Y ANO ARE NOT TO 8£ IJSEO FOH HORIZONTAi. OH VERllCAL SURVEY CONTRCK. 1----+---+--------------+----+--+----+---I uTI CITJGIN~?NG ~~~J3AD SHEETS 478 SCWEJI ,t WATER Pl.ANS FOR: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMP£0 CS/.B-017 L.S 6215 1----+---+-----------------+--+--+---+---1 LOCATION: NORTHEAST CORNER OF LA COSTA A vE BRIDGE OVER ENCINITAS CREEK, 185' M:ST I---+---+------------------+----+---+---+---l OF EL CAMINO REAL DATE INITIAL REVISION DESCRIPTION DATE INITIA1 DATE INITIAL ---l---'---'----'C-=---I RECORD FROM: RECORD OF SURVEY 17271 ENGINEER OF WORK OTHER APPROVA _ CITY APPROVAL ELEVATION, 19.58 IBAS£0 ON NGVO 1929) APPROVED,.?I'" /4, /4 _,.11" ~~ PE 23889 ~ riRES -31--05 LLOYD HUBBS ,:,/t',t:F" CITY ENGINEER ATE DWN BY: C '' i: PROJECT NO. DRAWING NO. CHKD BY: /l_!J: RVWD BY:O f l'L S.D.P. 98-01 (A) 419-9 - I: \021039\02.391J6.dwg Apr 15, 2005 4: 20pm Xrefs: 0239MAP; 02397Ull: 0239TP; 0239TPPL; 02391; 0239PRO: 0239STR; 0239Ull; 0239GRD ' ' ............... , ... -... ' """ ·-_· - -., -.I. . ···--- - ,-_--i-,--t----1~-='--• .:·::·:· ·:··::-: ... ' . --I : __ -. .-.: :l,:, ..... : ·_ • ·: 1·.·,.. : I--.. ""''(_"_·:·· - -__ ----. =_'.".::· . + -I-·-· , ••• -· ·-• . __ - --.---· ... : : ..... ,,-1 .... ,, ---f-~-+--+-+--+-·---1~-----f---+---+ • ·-· f ...... -..... . --. .. ,,,, ... , .. ----1--, ·-• : __ ;_··t .. ::::.: _' ---.. 1---t-·-+ ·--+-~ -. r· -·--+-+----1---· --·-__ :~~-.rec· ·---1-··~ ·+'-'~+-=-1-·cc ..... ..... . .... . -------- .. CAUTION II o· 5' i-r- -.: -····::.::··::.: ' . I---- 20' 10' SCALE: 1" = 20' CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELO PRIOR TO CONSTRUCTION/ . .. ·-. -.... ·:· _._._- -. :::::. 40' ©?004 o'nov r.nnsulti .. ,:~ Inc. 2710 Loker Avenue West Suite 100 Corlsbod, California 92008 760-931-7700 Fmc: 760--931--8680 Civil Engineering Planning Processing Surveying . .,): DESIGNED BY: __,,c"'.o"--. -- DRAWN BY: J.S .• C.F. PROJECT MGR.· G.0. ENGINEER OF WORK: GEORGE nlfl~y I ' ._+--=: .. ~:· .. _:: .. : - ----. I . --... - -.-:1:~ :· .. •• . • ··••I•,. .. ,. --.,·_ . 1 .. ' -::: . ._., ---,.. -----:_::........:.:i-::..:.•+=~'-+-=,~"· _··:·. . --""'"":.1. ' PLAN: LANCEWOOO LAN£ SCALE: 1• = 20' DATE: DEC. 2003 SCALE: 1 • = 20' JOB NO.: Q;!:,JQJL DATE: ~ / fr lo~ RCE: / 32014 "AS-BUILT P.E. EXP. ___ _ REVIEWED BY: INSPECTOR ;·:: .. :;· •... ,, , ... I DATE DATE . -'-'-···-~·. -1----1-" :.·:·· _I:_·:_ ------------- ·.:.:" :.::·' ( ... ------_:_ :··· :l: -- ' . ----1----- ' I " • ( '"' • ! '". ' I I NOTES.· 1. ALL EX/Sl/NG PR/VA TE STORM DRAIN PER 349-3A. 2 FOR OESCRIPl/ON OF EX/Sl/NG EASEMENTS SEE SHEET 7. J. SEE GRADING PLANS FOR PR/VA TE STORM DRAIN. 4. SEE SHEET 21 FOR IMPROVEMENT PLANS. -----+---- :-------!------- I • •• --- --I-__ : - . . -------------------- .: . I---. ,I--" 1---:· . . ·-1_· ,.:.·_-"'": -.r ... ··tc---1-=+c .. -------" -------- - ' ' . 1-:. -. . -I------- ·--. -' I · .. ·:·::· ' -_ . -" '" -" ' C----+~+~~.c_··+ ·-"-'-···____j ' I·.·_· ·_f·_ -.c-1-=--+'=·•1-'-"=~ · ... •· ... ··· ---+--+--- ' - : ··1.: .. · .. ,_,. .. .-: ' - .,, -1-- ... ---+-- ----------f--+-1-- ' ·: :_· -'-C .~"1-· ".-"'-..-"-''-- .. _ccc_~ . •--. I -' -- --------- - - I .. :·· ' . ---' . ' -... _ " 1 ... ., --- 1·:::: .. ., ~ .. :.-.-·--·_: ·. -:· .L.: . : -' _·:: .. ~,: .. :: . .. . 1·:· ·_;: ·.I·: .. :·. 1 ........... 1 ... . ..•. _ I_-- _,,,. ---- --_-_ -. --:--:-~1·_--. _'. -__ .. :· . J•.• : :,·· ·-c·,·,· L .. " I' --:. I • - -. --· --------~- " ---:- ..... .... · _ ___ --~ -___ ,:: I · 1· ... :·: -. -_;;--_ -: ·. ---: -·.-.:· . ... · --1 ...... : --: _ ____ L..:__•_-1•-'-.="-' I .. ···•·• . · .. ---I---. WATER DATA NOi DELTA/BEARING RADIUS LENGTH REMARKS I N 14'29'29" E 320/' 10• pi,r: ;., CL 200 ,....... __ St Wt.tr DA 7A r:fJ:0: DELTA/BEARING RADIUS LENGTH 22.ii' REMARKS UNIT STATION 508 l0+22.00 UNIT STATION 508 l0+22.00 I N 14'29'29' E e· Pvt' N SOR 35 2 L!. = 2913•09• 303.00' 154.52' • • SEWER LATERAL DA TA IE@ MAIN LAT. IE @ T.C. SEWER LAT DEPTH @ T.C. DROP TO Tl-I~ 89./8 *LENGTH TO CURB 48' 91.34 8.41 T.C. ELEV. SLOPE ,r; 99.15 200% 1.2' REMARKS 4' LATERAL • LESS 2 FEET DUE TO THE ANGLE POINT CONNECl/ON TO THE SEWER WATER SERVICE DATA UNIT 508 NOTE!! STATION REMARKS 10+28.25 I• WA ltR SERVICE 7 40 r;p/j) CENTERLINE DATA (No; DE_ill/BEARING RADIUS LENGTH I -N71'29'29" E 2201' 2 6 ~ 2913'09" 15299' 5. ALL EXISl/NG Ul/Lll/ES &-SURFACE IMPROVEMENTS ARE PER 0/lfl 3i'9-J. ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 6. FOR REMOVAL OF EX/Sl/NG IMPROVEMENTS SEE OEMOLll/ON SHEETS '4 16 OF GRADING PLANS. CITY OF CARLSBAD I----+---+-------------------+----+---+-----I 5311 ENGINEERING DEPARTMENT I SHJVsl S£W!'H ,t WATER PLANS FOR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-017 LS. 6215 !----+----+------------ LOCATION: NORTHEAST CORNER OF LA COSTA AV£ BRIDGE OV£R ENCINITAS CREEK, 185' ~ST 1---+----+----------------+---1------+ OF EL CAMINO REAL , ---+-----i RECORD FROM: RECORD OF SURVEY 11211 / /,"/ •. -=.. /V, J.\ ADDED 1o"w11T£RutJE, Fl-I. AssY tEASEMENT_ 6/Lt'flrf"_•0 ~~j..,IM~L-J-,~~-~~,1..,,1,:~~-j'.~A 1 DA fr /JI\ ITIAL lJA I 1:. INITIAL DATE 'f:\JITIAL REVISION DESCRIPTION 19.58 (BASED ON NGVD 1929) El EVATION: [NGINEER OF WORK OTHER APPROVAL CITY APPROVAL APIJROVED $ Y 4 1'.e --:~ ve:,-~ LLOYD HUBBS PE 23889~1RES ~5 CITY ENGINEER DWN BY: ,I.". r..,. P,OJECT NO. CIIKD BY: 12.J;r S, 0 p 9,'8-01' /Al RVWD BY: 9EA. • • • (/1/ I: \OL.1D39\02391J7.dwg Mar 08, 2005 2: 10pm DRAWING NO. 419-9 Xrefs: 0239MAP; 02397UTI.; 02.3DTP; 0?,19TPPI; 07.191; O?J9PRO: 0239STR; 0239UTL; 0239GRD (,.) ...... 0 - -----f-. - ---, ___ ··----·· ., ··-·· .. ~::....:::... o' .:i .. (',AtJT/ON !! ' 1 o' 20' SCALE: 1" 20' CONTRACTOR TO l6i'IFr THE EXACT lOCA llON OF EX/SllNG UllUllES IN TH£ fi££0 PH/OH TO CONSTRtJCTIONI 40' ®?004 n'nnv r.nn<::1 iltnnt<:: lnr: -+---- ---"'." :~: ::-·t"·· .,. -'-1=-=t=+=t•=•. ---· :.:_:: ,--,--+- 12 2710 Loker Avenue West Suib1 100 Carll!!lba<I, California 9200B 760-931-7700 Fax: 760-931 -8680 Civil Engineering Planning Processing Surveying -... . - ""_j_ ____ _ ! -.... --I DESIGNED BY: C.0. DATE: DEC. 20QJ IC Cf' SCALE·. 1" • 20' DRAWN BY:__,,_._,..,,,:,_,__ _ _ PROJECT MGR.;_,.G,,,.0,_. -~ JOB NO.: 02-1039 ENGINEER OF WORK: DATE: :1//l/~r RCE: ' 32014- --1 . ·-. -... _ ---- ---i..:._:-· ---:_ -_ L .. . ,. f .... - . '"'. ! -- _, __ -::: -----_, . :: .:: ::_::..:: _, -.1.:.-- h,., ··-_-__ _:_ ----_. ,. ---. -+--l---1-: .. - . . :: -. -. . -_ ::: ... -+ ... --' . -~I----:. ____: I -• I •-.• ---~,. ··t---:=· _:::..:_ L-:· _ ·-· ,. " -.. --+- ---- ... -i:.-. ·.: .. · : ' -~ .. -_-1 -· -: . . ... --'----+--<,. _-_ -· - ! ---I . . ·.," _-. -1 .. --.... --... - ----. . .. - - --~ . --· ,_ : .: " _,., r --- J_-__ :_: :- - 14+31.10 0 I0.07' RT. LANC£/IVOIJ LANE -34+0224 (I 10.00' LT. SUNCUP WAY CONST. l EA.~2" 8.0. CONST. I EA.~10" FLC X P/0 TEE W/l EA.~to• FLG X P/0 G. V. -- -... -. : . :· :,j~,. -:· --+----.. -_ ---.. " ----,-------. ------+---- ---.. ------- --i-------... --------i-··· ! ., .. : .:. - ---: -_ -.L..------__ _ ----: -c::..= ::_:_: - --_· -+--+-·----1------l----- .' .... --- ----.... ~- --"----1----j__ j___ -·-· ... : .. ---~----· ----i::: • -.-... __ l _____ _ -•'"' F. _,_ • -•- +--+-C-----l I .. :: : __ ---------- ,,_., ··--·-·----------------f---·----·-·-. ,.,_ -----:-:.:__ --------------•1'•==1~=----------"·-=====-c1 . --__ ,._ ---- ____ .)___ -- ..... "' ·-------~----.... , ... ____ _ --+ .... - . .. . -----•-· -·- " - - --...... "" CENTERLINE DA TA l(NQ DELTA/BEARING I 2 3 4 t::, = 07'30'48" N 68'46'34" W t:; = 2JV6'0/ • N 88'07'25" E RADIUS LENGTH 140.00' 39.34' 50.19' 56.44' 106.71' UNH STATION 501 13+49. 00 /3' 72 75 2% 4• LATERAL n muw 1s uz a • • 1 503 12+53.07 93' 78.20 2% 504 12+86.44 15' 75.81 2% • • 505 12+48. 07 13' 78. 59 2% • 50§ 12+43.06 IJ' 78.99 2% • • 507 12+10.51 128' 81.58 2% • "'AA T 13+4204 /3' 7297 2% • LES$ 2 FEET DUE TO THE ANGLE POINT CONNECTION TO THE SEWER . WATER SERVICE DATA NO I 2 UNIT STATION REMARKS 501-0J IJ+01.42 I 1/2" WATER SERvTCE 148 GPl,I) 504-05 l2+74.72 l" WA !ER SERvlCE 148 CPI.II 506-07 11+87.88 • PLANT l3+80.53 4" WAll'R SERv!CE 1422 CPA/I 12+97.96 6" DOUBLE CHECK OEll'CTOR CHECK AS5Y. WATER DATA DELTA/BEARING RADIUS LENGTH 293.00' N 69'09'!2" W 24.59' 12. 75' REMARKS 10" Plot' ~ CL 200 • • NOTES: 3 4 N 81'27'52" W N 88'07'25" E 63.98' /OJ.57' • • /, 2. J. 4. 5. 6. ALL EXISTING PR/VA TE STORM DRAIN PER 349-3A. FOR DESCRIPTION OF EXISTING EASEMENTS SEE SHEET 7. SEE GRADING PLANS FOR PR/VA TE STORM DRAIN. SEE SHEET 22 FOR IMPROl/fl,(ENT PLANS. ALL EXISTING UTILITIES&' SURFACE 1/.IPRO~ENTS ARE PER OllfS 3,19-J. FOR REMOVAL OF EXISTING IMPROVEMENTS SEE OE!.10/.IT/ON SHEE 'S 14 16 OF CRAO!NC PLANS. NOTE!/ ELECTRONIC DATA FTl.£S ARE FOR R£F£RENC£ ONl r ANO ARE NOT TO 8£ USED FOR HORIZONTAL OH ',CRllCAL SUHVEr CONTRa CITY OF CARLSBAD SHEETS PLAN: LANCEWOOO LAN£ \ 538T I ENGINEERING DEPARTMENT 4lc9 SCALE: ,. -20' "AS-BUILT " EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE S£WCR ,t WATER PLANS FOR: BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-017 L.S. 6215 I---+--+-----------------+--+--+-----+---' LOCATION: NORTHEAST CORNER OF LA COSTA A VE APPROVED tJ Y BR/OGE OVER ENCINITAS CREEK, 185' Hf'ST 1-----+-----+----------------+---+--0F EL CAMINO REAL +---+--------J /46:,-w-~sr'4 PE 23889 PIES 42-31-05 LLOYD HUBBS . r,/~/42 ~ CITY ENGINEER DATE RECORD FROM: RECORD OF SURVEY 17271 DATE INITIAL DATE INITIAL 19.58 (BASED ON NCV/J 1929) REVISION DESCRIPTION ELEVATION: ENGINEER OF WORK OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: ·'·"· .>. CHKD BY· i' iT RVWD BY: Di.._ PROJECT NO. S.O.P. 98-01 (A) I: \021039\0239138.dwg Mar 17, 200:J 10:33am DRAWING NO. 419-9 Xrefs; 02J9MAP; 0239 /U fl; 02391P; 02J9WPL; 02391; 02J9PRO; 02.39STR; 02.39UTL; 0239GRD ·------- - ---•------r---- . _,._ l= ___ =§c=f: f -··· -j --+--+--+ -_____ ,.._, --.. --- -·-__ ., .,... ··-------- - ---------l=-'-1---+-+ . ::::.: ::: __ F:.'-':.:+. ~=:=_ F_'-' __ +~-+--+-+--+ -----____ .,._,_,,,_ -------- -------. . -, .. _. ----------·----.. . ·-·----- .. -------. ·-______ ,, -----------~-- l=cJ=cl==t- ·-· ... -.. -. ·-... _-I_~--~--i=±=c.l ------"' """ . _ _. _____ , ---·--- - ------------------.............. ---------- --------------··- I I I \ CAUTION!! ------·--- +--+--+--+ .. -re-=··=➔- ----------- CONTRACTOR TO l£fHFY 7H£ £XACT LOCATION <T EXISTWG UTILITIES IN 7H£ Fl£LO PR/OH TO CONSTRUCTTONJ C -- ---------- ---------:. ---·-··•-"I•-· .. ·----- --_, -' 271 0 Loker Avenue West Suite 100 Cor1e:bod, Califomio 9200B 760-931-770D Fmc 760-931-8680 I -----------1 L-- ' ' - - _ __j_ --- -------t -. --·-·. -----..... - . J. ' . - --,------·:1---- - F _-'T - - ·--------------------. - --· ----· ---· - .. -. ----------.,. ... ," - - - ------. " - ----c------- +--+---+. ·-·-·· . . ·-------·------ .. . . .. ----------- -------" -------···----·· ------- --·-· -----------------. __ .t=+c-_ =_ .F.~.+. _ ------- _, --------=Jc.c~+ A Rl WC. Na J49-. / .. ·-.. ,+ -· . -· -1----- 11 12 PLAN: RWR-Jf, tf SEWER LINE Jf , SCA/.£· , •• 20' DESIGNED BY: C.0. DATE: DEC. 2003 "AS-BUILT DRAWN BY: J.S_ C.F. SCALE: 1 • • 20' PROJECT MGR . ._· _,G..,.O,.. __ JOB NO.: 02-1039 e-------------------1 P.E. EXP. ___ _ Civil Engineering Planning Processing Sun1eying ENGINEER OF WORK: REVIEWED BY: 14 INSPECTOR " DATE DATE -'"""""" • ""'•••••••so ••-•••-••• -- 1 I• -------i----- -i--·- I :1('"" ,· ,~ _, 0 . ·,.,--EXIST. AH. (LWD I 09-9390) ' -----I 8" PVC SEWER REMOVE ANO MOOIF; __;\_ EXIST. AH PER LWD owe s-3 PLAN: EXIST. A.H. NO. 09-9390 NO SCALE BENCHMARK: I I ,. 2. 3. 4. 5. 6. -1-- 14 o· 5• 20' -----10 40' SCALE: 1' = 20' •• ----~··=,··=+-·--,---,_,. =1===:::·=:=t -::::::· -~-:-:-.. :.::::::::·:: . .:.:::-.:::::= -. - ,L --+-+· UNIT STATION IE O MAIN LAT. IE O T.C. DROP TO 308 l0+31.10 47.69 1.2' 309 l0+42.15 47. 74 1.2' 310 1o+69.42 48.62 1.2' 311 ll+#.07 48. 76 1.2' 312 11+59.47 48.29 1.2' 313 11+87.08 48.42 1.2· 314 12+44.97 48.69 1.2' 315 l2+74.82 48.83 1.2' ;3:,8; ~I;j;~~:1~~1:2.1 4~~j;;;1i9~:~1:;;;j;;;;;;;;;;;;t;l-~= ~~~= ~~~= ~~;;1;;;;;;E:~~:;;;;;3 l3+85.25 4982 1.2' 319 l3+99.34 49.81 1.2' UNn STATION •LENGTH TO CUR.~B~=T=.C=·=EI.EV==· ==l==Sl.!=OP=E=X==l===R=E=MAR=KS==i 4• OEEP CUT HOUSE CONN£Cl/ON 308 lo+3!.IO 67% 309 1o+42.15 75.6% • 310 10+69. 42 98% • 311 11+44.07 160% • 312 l1+59.47 165% 313 11+87.08 149% • 314 l2+44.97 144% ' 315 l2+74.82 150% • 316 12+86. 41 149% • • 317 l3+55.23 75. 5% • • m ffi~~ ~• ' • 319 l3+99.34 74.2% • ' LES : 2 FEET OU£ TO l/1£ ANGLE PO/NT CONNEC l/ON TO ll/E SEWER. RECYCLED WATER DATA ' • • ' • ' . . ' ' SEWER DATtl NOTE!! DELTA BEARING RADIUS LENGTH N l/"35'o5' E N 05"38'/2 W 26.32' 50. /6° =======~ REMARKS 8" PVC~ C900 • • ELECTR<MC DATA Fll£S ARE FOR HEFERENCE QVl. Y ANO ARE NOT TO 8£ /JSEO FOH HORIZONTAL OR 1£ftHCAL SIJRVEY CONTT?Ol. 1-----i---l------------+----+---+---+----I I S3HE9ET I CITY OF CARLSBAD I SH4E~~1 ;::::==~=:::::::E:::N:::G:::IN:::E:::ER:::l=NG:=D:::E:::P=A=RT=M=E=N=T===-'===::::r,o~ SlW£R ,t WATI'N PWIS FOR: LA COSTA GLEN NORTH DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-017 L.S. 6215 l----+---1------------------+----+---+---+----1 NORll/EAST CORNER OF LA COSTA A 1'E' APPROVED ,9 r d <: , ... ;;(' ~ BRIDGE OVER ENCINITAS CREEK, /85' WEST l---+---1-----------------+--+--+---+----i OF EL CAMINO REAL RECORD FROM: RECORO OF SURVEY 17271 DATE INITIAL DATE INITIAL DATE INITIAL 4-,e_,:___c__---1 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELEVATION: 19.58 BASEO ON NCfV 1929 PE 23889 XPiifuii:3Hl5 LLOYD HUBBS CITY ENGINEER DWN BY: .,i,,;,,..l.,,,J:..._ CHKD BY: IZ ST RVWD BY: OfA,. PROJECT NO. S.O.P. 98-0 f 11 I: \021039\0239139.dwg Mor 17, 2005 10: 35am DRAWING NO. 419-9 Xrefs: 0239MAP; 02397UTL; 0239TP; 0239lPPL; 02391; 0239PR'O; 0239S1R; 0239UTL; 0239GRD w -0 0 - _: _j_ __ _ -_: ,.-:. --··· --····"·.-: .. ·: -,. - =~;:i.::.=-~: -----,..,.-----~ -------------·-----::.: .••• L .... --- ------_:·_ ····::: ·:·-.-~+=~-cc-----, --' - ~I---------- L ---- ----.. -----I------ C4tmQN !! o· s· l..j ' 20' 10' SCALE: 1' = CONTRACTOR TrJ WR/FY TH£ EXACT LOCA TlON OF EXISTIN6 IJTlllllES IN TH£ f1£lD PRIOR TrJ CONSTRUC71CWI 20' CCl?004 n'nc,v Cnnc:11Jt,.,nts lnr- ----+. -- -- ----I-... 40' 2710 Loker Avenue Wtist Suite 100 Carlsbod, Colifomio 92008 760-931-7700 Fax: 760-931-86a0 I - Civil Engineering Planning Proce9sing Surveying ---- I•--_. 1:: . _-,_-_ :.. . - +--'--+~+----+~-+-" ----_ ---I- _::: -- .. :: - - ------1-----1---l- DESIGNED BY: ~C-=OL. -- DRAWN BY: J.S.. C,f. PROJECT MGR.· G.0. ENGINEER OF WORK: DATE: DEC. 200J SCALE: 1 • • 20• JOB NO., 02-1039 ' .l.: . -' ' P.E. . . __ -_ ' ---- -~:----:::r.-:---__ +--'--+-+-~-~-= --• __ - --~ :·~-- --- --- .... ·-- "AS-BUILT EXP ____ _ REVIEWED BY: DATE: 31/JllJ RCE: '~ INSPECTOR GEORCEIO'MY If' :,.:::_ ' -----l ------~. ----- " DATE DATE + ----1-- c--±-cc±-±-=1----__ ----1- ' : _ _j___ ·.:.· I ' 1 -,. ' r, -------. ! .. , -·- _L. I· ---- - BENCHMARK: . -:·:_ _ ___ L __ : __ _ ' ••. ' J. --, ---.. ... : -1- -_ ,_ n DESCRIPTION: BRASS CAP STAIIPEO CSLB-017 LS. 6215 STA. 11+21.43 RHfi>-'A' ' -- --.. : .:,----l-+-__ -_+-_---!-+-'' :_ - -:: ·" ,., ·-· . .. '". - I 2 t:ml I 2 ----... ··---"-----+-.. ------- ---- t: -. ------.... SEWER DATA DELTA/BEARING N 05'38'/2' W N 6171'46' W RADIUS RECYCLED DELTA/BEARING N 05'38'/2' W N 6111'46" W RADIUS LENGTH 256.63' 59.87' REMARKS 8' PVC~ C900 8' PVC ~ SDR 35 WATER DATA LENGTH 250.00' 11.46' REMARKS 12' PVC ~ Cl 200 n • C •-c·c ::::.-~--~--= ------------------------------SEWER LATERAL DATA UNl=r Tsr.==An==ON==r=1~E~O='="'MAl"'=N~;:::;LA~J."'='1;,;;E ::;;o;,,;T~.c;;;;.;;,a= nsEW~ER~LA=~_=r====o==Ro==P=ero== 1=== EPTH =T!,l,.~,,,,.d ==== 320 -1~1•~+~6go.~21~-"""s.~o.cc.12~--1--====:........l~====--'------1';;1.2:;..· __ _ 32/_=t=tl4~+j12.~.6~0=t==~50.~.1~8===t===~~~~~~~=t==~~~~~~~=±====±1.i2':==== ,_}11_ _ 15+32.27 50. 48 1.2' 32J __ =t=f15~+Z44,~.5.~J=t==i5at.5~4===t===~~~~~~~=t==~~~~~~~=±====±l.2f'===== 324 15+72.86 5{J68 1.2' UN 1T === STATION 'LES., 2 FEET OU£ TO TH£ ANGLE POINT CONNECT/ON TO TH£ SEWER. NOTES: I. 2. J. 5. 6. All EXIST/NG PR/VA TE STORM DRAIN PER J4i'-JA. FOR OESCRIPT/ON OF EXIST/NG EASEMENTS Si T SHEET 7. SEE GRADING PLANS FOR PRIVATE STORM Ok4/N. ALL EXIST/NG UT/LIT/ES&, SURFACE IIIPRO'vEA'ENTS ARE PER OWG 349--3. FOR REIIOVAL OF EXIST/NG IIIPR0'£11£NTS Si E 0£/IOLIT/ON SHEETS U-16 OF GRADING PLANS. CONTRACTOR TO MAINTAIN A 11/N. OF J.O' COlf/1 ABO'£ Ol.lllfJ MAIN A T All T/IIES NOTE!! E/£CTRONIC DATA f1lES AR£ flR REFERENCE (MY ANO AH£ NOT TO BE USED Fa? HORIZCWTAl a? ~TlCAJ. SIJR'EY CONTT?a. CITY OF CARLSBAD ENGINEERING DEPARTMENT 1 sHiva 1 SCW£H .t WATDI PLANS FOIi: LA COSTA GLEN NOHTH LOCATION: NORTHEAST CORNER OF LA COSTA A I£ BR/OGE Olf/1 ENCINITAS CREEK, 185' WEST OF EL CAIi/NO REAL t-----t---t-----------------+--+--1-----+--- APPROVED f?Y ~,?~ C:.-.d Pl: 23889 "'biPJRE?12-31-05 llOYD HUBBS !FI'(,/,:, 5 CITY ENGINEER DATE RECORD FROM: RECORD OF SURVEY 17271 DATE INITIAL DATE INITIAL 19.58 (BASED ON NGVD 1929! ELEVATION: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: l..~. I .t. CHKD BY:~ RVWD BY: ____)_(b PROJECT NO. S.D.P. 98-0!(A) I: \021039\023!ll40.dwg Mar 17, 2005 10:37am DRAWING NO. 419-9 Xrefs: 0239MAP; 02397UTI..; 0239TP; 0239TPPL; 02391; 0239UTL; 0239GRD; 02J9pro; 02J9STR --------------------- ---·---------------. -·-·· ------ . --- ···· ------------------------- ------+---+---+----, ------------------------ ------...... ---·-·· - . .. ----------------- ----------- --------- ------ - - - - -----. -------------l=t---t---t--c±-cc_±.= ... ± .. 'cc ... -1=~±±±±±±4'=±44~ __ _ --------------- . .... .. _ .. _=_'-J~F+"'f=F+-+~FF-+~~=F ----F+'-l=F+=f-~FF+=.j= -----------+---+--+-+-+ -+--t-------------- ------------·-..... -----------------------· ------ ' ---------------------------~-------------- ---------------·-----~-----::_ --____ :j:"_ •. ' " ------------+--. -· -----------·----+-•- .. --. -•••·-••'""" •--•-as•••••• ------. ----- -----.. -· -----------------· .,_ '"' -.. ----. --""' --------------- :l""""""'""""'1,~ill-ll?I?--__..._ o· s' 20· -----1 o· SCALE: 1" -20' f,AlJTION II CONTHACTOR TO VERIFY THE EXACT LOCA 7lai OF EXISTING fJT1UllES IN THE REl.O PRIOR TO CONSTHiJCTlON! C 40' "" "' afESS1 '&f§!f,E a o,.,.J' <> NO. 32014 '/;l_ EXP. 12/31/06 CIVI\. ------ ------, __ -- 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92008 760-931-7700 FolC: 760-931-6680 __ _,__ ____ _ , . 1 l .r I i [ + -----+ ---I . i I · 1 ' --------- ----- ----. -· ... ···-·· --------- --------- U44'-l---++¥R++--R++--l4++--l------+q=---1--4=4=4---+:--+c-H4------J----c++--P+------f-4+'t-'--'14+Bt--+-++=!.c..::+:c+=-µ-4~§==!=FAdllE+===::Jc~~H Civil Engineering Planning Processing Su,.,,.eying r i +--+--+-t-+---+--+-+-~--+----1--------: I.-l ,t;' , Cl "i',R · 'RO 'OE SA .O' 7N. /IL j L ---j- I I r:L 11 ~7 . .,.I 4 j IJ ! ---------:+ . .1 .. • L. I I -~_:.J ' - il- l LJ ------------- --- I 1-t--+--+-+------ - ----- - - - ----- ---- -·· -----__ ,, ---. ----· -------·------ I ... ., ... +---+-+--+---+-+ I - --. --·--·---------.. ----------. ------ ------ ,-----J. .... --.. -+--. -------------..... Jr ... -------- ------------+---+--+-+-+-+--+-+-~~F.cj• DESIGNED BY: ~c_.o_. __ DRAWN BY: JS, C.F. PROJECT MGR.· G.0. DATE: DEC. 2003 SCALE: 1 • • 20' JOB NO.: 02-1039 PLAN: RWR-~ I SCA/.£: 1• • 20' SCALE ~ HOR/1': ,--20' ~T: • -.,, "AS-BUILT " f-------------------1 P.E. EXP ____ _ DATE ENGINEER OF WORK: REVIEWED BY: DATE: RCE: INSPECTOR DATE I BENCHMARK: 2 3 NOTES: I. AU EXISTING PR/VA TE STORM DRAIN PER 349-3A. 2 FOR DESCRIPT/ON OF EXIST/NC EAS£M£NTS SE£ SH££T 7. J S£E GRAD/NC PLANS FOR PR/VA TE STORM DRAIN. 4. ALL EXIST/NC UT/Ull£S &-SURFACE /MPROV£MFNTS AR£ PER 0/tf. 349-J RECYCLED WATER DATA RADIUS LENGTH REMARKS 34.23' 12" PVC ~ Cl 200 N 03'27'4/" W 210.55' • N 35'57'74' W 5292' • STATION REMARKS 20+48. II 2" !RR/CA l/ON S£Rl1C£ 11 4. I • • • NOTE!,' El.£CTRONIC DATA fH.ES AH£ FOH R£FERENCE <MY ANO ARE NOT TO 8£ fJS[l) FOR HORIZONTAi. OR VEHTlCAl SURVEY CONTROi. 5. FOR REMOVAL OF EXIST/NC IMPROV£MENTS S£E OEMOL/TlON SH£l TS 14 16 OF GRADING PLANS. I----+---+--------------+-----+---+---< I SH4r I :==:::::::'..'.:=:========::::'....::===: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 418 RECYCLED WAia l'WIS FOlf: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-011 LS. 6215 1---+---f-------------------+----+----l---+---I LOCATION: NORTHEAST CORNER OF LA COSTA Al/£ BR/DC£ OVER ENCINITAS CREEK, 185' llf'ST OF El CAMINO REAL o----+---t-------------------+----+--- RECORD FROM: RECORD OF SUR'.'EY 11211 DATE INITIAL DATE INITIAL ELEVATION: 19.58 BASED ON NCWJ 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL +--~----1 CITY APPROVAL APPROVED /? Y d, . -1-,~#.L.e--~-'.6 PE 23889 /;(XplRE''N1 -05 LLOYD HUBBS _s;/~/,:, £ CITY ENGINEER D TE DWN BY: ""'-';"-'-";L- CH K D BY: it<;r RVWD BY: 04 PROJECT NO. DRAWING NO. S.D.P. 98-0111 419-9 l:\0210j9\02,l9141.dwg Ap, 1:,, 200:, 4:10pm Xrefs: 02397UTL; 0239TP; 0239TPPL; 02391; 0239PRO; 0239UTI..; 0239STR; 0239GRD; 0239map C :E (i) --. I··. __ _-,., _: - . I··- --... ·- . ·::.: ~~:·· .. -,-.. -. -~· .t-.. -... +---+--t,=.--t-c=tc.~. -· r.-.:;_-.: i_:_::~---- -,.. . ... . L.:..·-···- UNIT COM. BLDIO. LAT ~C' UNIT "" , ...... -. .-··I·.-·· STATION 20+42.6,f 20+J2.19 STATION -.... : . ··:.-:: !'.~.:::-::-.:: ... " ... "'"-1 .. .,, • ... SEWER LATERAL DATA IE O MAIN 51.81 51.88 5l.9J *LENGTH Tn l'I '"" LAT. IE O T.C. 52.91 5J.OJ 5J.08 T.C. ELEV. SEWER LAT DEPTH @ T.C. 8.72' 9.92' 10.12' SLOPE % DROP TO THF UAIM 1.01' I. 01' REMARKS rnr. +===t====t====~~=~===~ BLD(j, , LAT "A 20f55.J5 15' 61.69 1% 6' LATERAL 6' LATERAL FOR CUM. BLD(i, , IAT 'D' 2o+42.64 62.95 1% GRf:ASf: INTERCf:PTOR -----+-===~===="-j 2o+J2./9 N' 6J.20 1% • Lf:SS 2 FEET DUE TO THf: ANGLr: POINT CONNECllON TO !Hf: sr:MR I J 4 SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS N 41,!2'04" r: 67.59 8' PVC ~ SOR J5 t::. = 15V6',f,f" 200.00' 52.15 • • N OJJ!1'41 • ff,W:___i1-===-j___11.,,J2.<._..1'_1_1~----"-•:___"_•:__ __ __j N OJJ!1'41' W --87.25' o· 5' i-1 10' • NOTE! CAUTION MINIMUM CLEARANCE 20' 40' SCALE: 1" = 20' • NOTES: I. ALL f:X/SllNG PR/VA TE STORM DRAIN Pf:R J49-JA. 2. J. FOR Df:SCRIPTION OF EX!SllNG f:ASf:Mf:NlS SEE SHEET 7. SFI GRADING PLANS FDR PR/VA TE STORM DRAIN. { sr:r: SHr:r:T 10 FOR IMPROVf:MENT PLANS. 5. ALL £X/SllNG UTIL/1/f:S <k SURFACE IMPROVf:Mf:NlS ARE PER owe J49-J. 6' LATERAL 6. FOR RWOVAL OF f:X/ST/NG IMPROVEMf:NlS SEE OEMOL/llON SHf:ElS 14-16 OF GRADING PLANS. CAUTION!! . .. -........... t --~ CONTRACTOR TO VERIFY THE EXACT LOCAllON OF EXISllNC UllUllES IN THE FIELD PRIOR TO CONSTRUCllON! C O N S U L T Al'N T S ©?004 o'nm, Consultants Inc 2710 Loker Avenue Wesl Suite 100 Carlsbad, Coli1ornio 920GB 760-931-7700 fox: 760-931-8680 Civil Engineering Planning Processing Surveying I I I . . , .... '" "·' ,. ., .1:, ... :· .. : " ·.' -·. -- PLAN: SEWER LATERAL A. B. & C SCALE: 1• = 20' DESIGNED BY: C.0. DATE: __ DEC~2003_ "AS-BUILT " JS CF SCALE·. ,. = 20' DRAWN BY: •• , •• PROJECT MGR.·~G-.0~. __ JOB NO.: 02-1039 EXP. ___ _ DATE ENGINEER OF WORK: REVIEWED BY: _L;J,t.,, _ d_:,::J_tAt,,-4,, __ _:Dc..:AT'-:=E.,_,: 3~/'ii/4~oc"'cs-- GEORm J0'DAY ,f RCE: 1 32014 INSPECTOR DATE .. -----+-"--t""" --+--+---+--+-- . .. . :· __ · :.1, : 1· ... ·. ,. -. ·-· . ., . --..... . .. """""""- -"'·"" ..... . '" .. -::·:·::·:·:. : .. _ .. _-_ - ... : __ :~···====+c·-·· _--~---+~~-•1--· --; __ ·····1'-·-·_· +-.-+ ... -+---t~-+-1-·--·-. -:-: .. :>: ... ·--- - -:: j, ,.-.-::: BENCHMARK: DESCRIPTION: BRASS CAP STAMPED CSl.8-011 L.S. 6215 LOCATION: NORTHf:AST CORNf:R OF LA COSTA A vr: -· ·:· '"'. .. . ---. ' ' ------·--- . t·· -.-.· -·-. ····.:·. 1 ... .. "" -' .... ' L:---· -"' " . , :_1::.: -;::--· ... :: ::,.,'., .::::··;:.- ' _.. . --.... - . .. .. "' ... " : " 1--±=r..-t= ..... . .... · .... -... 1---+·--·>-··-1-------•----- .:-.. : · .. .:! :: .. · : : .. ::. - . I . ._ , .. '---:;-\--- . . .... , _:___:__· ----_ _:_:_ ----1--+-+ 1::":, .. --------"f-=-+-f-- --·------..... ...... . !--+--+--" . _ _::~ !-----+----+-------·-·-·--------· ·- . - .:::.... __ ---~ -I . I -.. -. . -.:_ - _ .. , _ : ... I····_-· . I V . \ ' I I -------(, ... " . . ' ··I .. ·.:: ...... :::.:.:· -·~ -~? ~: .::T -.~?.:--... :~'/:.t: --·-1---- . : . . ·_ -:: . ,. ' ·: ' ' ... I I !-. ·1· ... ·-· :: .:,. 1 .. .': •.. -•· .:: :--. '' ·::.: :. ·- - -:: ·: ·: : -.-.-·::.-.: . . ...... .., . ··I···· 'AIN . --1--. ""' lf-7"··'-1; ... +-+--+--""'4-!-·-,,-_•1-7~·.,~~ I S-7 :·· --1--·· ,-!------·-· ... . '"-;"-.. ---.--- -------·-I--+-+--.. ·--+ .. : .... : I:.:... /~ . -. " :"· :: I PRC OSl D ---,- ' ' ., 1----+-- : ·--1· RO/ND I· ._: ;c •·• c""'L ·-/~-.-•.--. -. __ :_····~-·-~::=·=.__:t 1 '•-c·· = .. ·· -ci='~cp.t:>:,,_p;cCf .'-.-Lf-t--1--t--t~ . . :: . ·':-·I.... - ·-. ·- . I· ... ' .. :-.. -. I· ' -I---- --... ··- 1---+--l --_-,i-=-·--~ -----····· . . ' ,. . I .. .I. i ... ,: - :· "' -- ' ".i· .. ·::: i 'ONS 81.1) • ''F=' 59.00 ----- -.+--+-+---------- "'.' - --·--;;--·.---:::. :-:-=---::.:-.. - ' -----·-.=i..-..-t-.....t-..--11 . . .... ·--.-.": ..... : ·--:· . . . :--::i:: ~:·. ·:''.":': :·:.:: ·.-·:-: . .. "·-----_- -,.:.,· . .... """' "'· ·~· "' .. , ··: 1-· . ' .. -...... ---·-· . . .......... ...... , .. . .. :. , ... •• I , ... . - . ' • I ' ' . . . .. -.• -··•··· .. ·-·. '., -....... .. : ..... · . ·. . .. ,. -. -... -' _;· ' . '" .. -..... " ... , ... · ........ : .. .. ----:-.-, .. ~::: ,--,--.. --t-.-■ "' .... --"" -"' .. , .... ·-' I '/?i'O} 'fJ. ::· SEJ 1£R L I ,. SI 4L£ N VERT: ' -.... -·- NOTE!! .. ," - ' ' .. -.:;·:·:··: ·:--. . _-... I" ·--f .. - -l --i • I - ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL CITY OF CARLSBAD ENGINEERING JEPARTMENT SHEETS 418 S£WEH ,t WAT£H PLANS FOH: LA COSTA GLEN NORTH APPROVED (Jr BRIOGr: OVER f:NC/NITAS CREEK, 185' Wf:ST OF r:1 CAMINO Rf:AL 1---+---1------------------t-----t----1-4 6.-<~~~ llOYD HUBBS .f/Y,/.oS: P[,.)388~_:;Jii~l :..;J:c,c05. ·;f:ITY [NGIN[ER ~~DATE,, • /t\ RECORD FROM: Rf:CORO OF SURVf:Y 11211 DATE INITIAL CAil INITIAL ELEVATION: 19.58 (BASf:O ON NGV{) 1929) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL IIAlE INITIAL CITY APPROVAL DWt\ BY: J.:'.::i •. L.I". C 11 K D BY: Jl.:;;[__ RVWD BY:_ll(h_ PROJECT NO. S.O.P. 98-0l(A) I. \021039\0239142.dMg Feb 02, 2005 2: 44pm DRAWING NO. 419-9 Xrefs: 0731}\riAP; 073fl7UTI.; 0?39TP; an9TPPl; 0?,)91; 0/39STR; C239UTL; 0239GRD; 02.39PRO ~ 00 i I I I I I I NOTE: 42' TURNING RADIUS PER FIGURE 407-E IN THC CAL TRANS DFS/GN MANUAL. CAlJTJON p CONTHACroR TO VERIFY 'THE EXACT LOCA 71(Y{ OF £XIS11NC U'/1ll/1ES IN 'THE RElO PHltR TO CONSTRUCTlON! C 0FESS1:%i. &,e,E oh ~ i..:: ~ <-'-1)' 't, er, -NO, 32014 Fi Ii EXP. 12/31/06 5;:/ CIV1\.. 271 0 Loker Avenue West Suite 100 Carlsbad, California 92008 760---931-7700 Fm<: 760-931-8680 Civil Eng·ineering Plannin~ Processing Surwying DESIGNED BY: ~C_.1)_. __ DRAWN BY: J.S, C.F. DATE: ~PEC--~2003=~- SCALE: ~AS~~SHOWN=~- PROJECT MGR.~· _C~.0-, __ JOB NO.: 02-1039 ENGINEER OF WORK: DATE: j RCE: "AS-BUILT " P.E. EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE 20 SCAlf: 1" = 40' BENCHMARK: 80' l----+---+------------t----,---+---t-----1 j SH4E3ET I CITY OF CARLSBAD ~ ;:::::::::::::::::'....':::==::E::::N:::G:::IN::E::E=Rl:::N~G::::::D::::EP::A:::R=T::M=E=:N::::T:::::::c==:::'....:~=:::::::=O~ SIGHT IJISWIC£ A/ID 1IIIININf/ /WJIIJS PIAJIS l'fJII: LA COSTA GLEN NOHTH DESCRIPTION: BRASS CAP STAMPED CSLB-011 LS 6215 l----+---1--------------------r---r-- LOCATION: NORTHEAST CORNER OF LA COSTA AV£ BR/OGE OV£R ENCINITAS CREEK, 185' Hf'ST 1----t-----t----------------,--,--+----t----------i OF £L CAMINO REAL APPROVED CJ 't' ,4--6 u ,c d. t-4Y~ LLOYD HUBBS . s l"l,lc £ PE 23889 0PJRES1 31-05 CITY ENGINEER ' DATE DWN BY: DRAWING NO. RECORD FROM: RECORD OF SURVEY 17271 DATE INfflAL OAT£ INITIAL -+---~-------1 DATE INlTlA.L CHKD BY:..ll,.l,;f"__ RVWD BY:__lUA.._ PROJECT NO. S.D.P. 98-01 Ji 419-9 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELEVATION: 19.58 BASED ON NCVO 1929 l:\021039\0239143.dwg Mar 08, 2005 J:54pm Xcefs: D239MAP; 02397U1L; 0239W; 023911'PL; 0239i; 0239STR; 0239GRD: 0239UTL / / " / l . ' CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCA 110N OF £XIS11NC UT/l/11£S IN TH£ FIELD PRIOR TO CONSTRUCllON! C 2 71 0 Loker Avenue West Suite 100 Carlsbad, California 9200ll 750-931-7700 Fax: 760-931-3680 Civil Enginee~iing Planning Processing Surveying DESIGNED BY: c.o.~. -- DRAWN BY: J.S., C.F. PROJECT MGR: G.0. ENGINEER OF WORK: GEORGE DATE: DEC. 2003 SCALE: No S1-fQWN JOB NO.: 02-11)3_9_ DATE: RCE: " AS-BUILT PL FXP. ___ _ REVllWE.D BY: INSP[CTOR ,, DATE DATE '-\ . ., I I / o· 10' 20 SCALE: 40' 1" = 40' l '. ', l " > < / C --- 80' I I NOTE!! l I / /. I I ELECTRONIC DA TA Fll£S AR£ FOR R£F£R£NC£ ONl y ANO A((£ NOT TO 8£ USED FOR HORIZONTAL OR VERllCAl SURVEY CONTROl I 544r I CITY OF CARLSBAD ENGINEERING DEl'ARTMENT I 5418 I SIGHT DISTANCE AND Tlll?NING HAO/US Pl.ANS FOi?: BENCHMARK: DESCRIPTION: LOCATION: BRASS CAP STAMPED CSLB-017 LS. 8215 NORTHEAST CORNER OF LA COSTA Al-!: ····-=r=~---=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-=-=-=-=-=-=±-=-=-=-=1-===r _ __JI---- BRIDGE 011:R ENCINITAS CREEK. 185' llfST ~=-=-=-=-=-t-=--=---=--=-t-:::.-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-=-=~~=== lA COSTA GLEN NORTH OF EL CAIi/NO REAL ' I RF:CORD FROM: RECORD OF S/JR'IEY 17271 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL fL::VATION: 19.58 BASED ON NGVD /929 PROJECT NO. DRAWING NO. DAfE INITIAL CITY WPROVAL CHKD BY: /l..!J: RVWD BY: ...2f~ S.D.P. 98-01 :4 419-9 I: \C21039\023~1144.dwg Aug 30 200'1 .5_ ~8 .. )(refs: 0739MAP; 0239]UTL; 0239TP; c2:"39T;~l C2'39i; :i'J>239STR; 0239GRO; 02.39UTL .-, _J C :E (i) ~ -"'° I "'° 40' --o· 10· 20 - - SCALE: 1 • = 40' 80' I I ' '•, I I I ' ' SIGNING ANO STRIPING NOTES r,AVTION !! (»{TRACTOR TO ',CR/FY 7H£ EXACT LOCATION OF EXISTING UnL/TlES IN 7H£ FlE/..0 PRIOR TO C(l{STRfJCTION! C 11\<ofESS/ {') ~fj.GE O a k? "l;c "' "' -;:; NO. 32014 t:i \i EXP. 12/31/06 r;;J C,V\\.. I I j--- 2710 Loker Avenue West Suite 100 Cor1sbad, California 92008 760~9:51~7700 Fa11;; 760-931-6680 ... ... ..., Civil Engineering Planning ProceHing Surveying .... ... ... ..., ..., ... ... ---------... ... ----..., ... ....... ------... ----------------_-----------•------------------... -------------------------------------- f_,_ I \ I DESIGNED BY: C.0. DATE: DEC. 2003 "AS-BUILT " DRAWN BY: J.S,, C.f, SCALE: 1 • • 40' PROJECT MGR._· ~C=,0.~--JOB NO.: 02-1039 ,--------------------< P.E. EXP. ___ _ DATE ENGINEER OF WORK: REVIEWED BY: DATE: RCE: INSPECTOR DATE BENCHMARK: \ NQTF!! \ COM B: £1£CTRONIC DA TA Rl£S ARE FOR HEFERENC£ ONI. Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAl SUH..CY C(l{Tl?a. 1------+---+---------------<f-----+-----l------<f-----< I S4HE5ET I CITY OF CARLSBAD I SH4E~~ I ENGINEERING DEPARTMENT 'JO ~.,~;ii"i;,~i,~~~~.tfSNM~~~GC~PWIS~~~FOll:~.:========:::.::::::=:::::::7 LA COSTA GLEN NOHTH DESCRIPTION: BRASS CAP STAMPED CSlB-017 LS. 6215 1---+---1-------------------+----+----t---+---l APPROVED:(fY" LOCATION: NORTHEAST CORNER OF LA COSTA A I,£' BRIDGE OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL 1---+---1-------------------+----+----t---+---l 4,e•> <# /4! -;-~·•:4 PE 23889 ctxPIRES 2-31-05 LLOYD HUBBS *,"~'¼'t i'. CITY ENGINEER RECORD FROM: RECORD OF S/JRl,f'Y 11271 DATE INITIAL DATE INITIAL ELEVATION: 19.58 BASED ON NGvV 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL PROJECT NO. DATE INITIAL CITY APPROVAL OWN BY: .11.,.,;6],,,L, CHKD BY: ·::111/L. RVWD BY: S.O.P. 98-01 'A I: \021039\02:191-45.dwg Apr 29, 2005 9: 56om Xrefs: 0239MAP; 02391; 0239GRD; 0239STR DRAWING NO. 419-9 .s::,. (J'I 0 - L , I -____.I CAUTION fl COMMONS BLDG CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELO PRIOR TO CONSTRUCTION! / / \ / 2710 Loker Avenue Wesl Suite 100 Garlsbod, California g2008 760-931-7700 tax: 760--·931 8680 Civil Engine,ering Planning Processing Surveying DESIGNED BY: _,,c,..o,_. -- DRAWN BY: J.S., C.F. PROJECT MGR· G.0. ENGINEER OF WORK: GEORGEI O'DAY J DATE: DEC. 2003 SCALE: 1 • = 40' JOB NO.: 02-1039 DATE: j /• /,,:, RCE: 1 32014 I I I I P.E " AS-BUILT EXP. REVIEWED BY: INSPECTOR " DATE DATE .... .... --.... .... .... --.... .... .... --.... / / .,,. .,,. ~o· 40' 20' SCALE: 1" = .... .... --.... ).I ; I / / / / .,,. .,,. .... .... / ----- 80' 40' --.... .... ... ................ .... ' .... --.... .... ... ___ ,, I .,,. I .,,. \ / V I / .,,. / ,• .,,. ' / ,./ .,,. , .,,. / .,,. .,,. NQml ONfj_E;:0°':~ a:;: :i ti:o:o:t'f:tfrff,Al F==t=~=========~====t==~==1==I=:::J OR VERTICAL SURVEY CONTROi.. BENCHMARK: LA COSTA GLEN NORTH DESCill1°TION: LOCATION: BRASS CAP STAMPED CSLB-011 L.S. 6215 NORTHEAST CORNER OF LA COSTA AVE BRIDGE OVER ENCINITAS CREEK. 185' WEST i~~=~~===t~=.~=~===f~;~~=======================~==~==~====~=;~=;~=;~=;~=;=tt;~=;~=;tt=~=~~=•=~1 ===~~~~~~~ OF El CAMINO REAL ' ~~:'ovrn"'ff:y==============J I AF'PROVED tJ y RECORD FROM: RECr'n'O OF ~"'R'ry l1.'2li ,., A , _,,. vm JV, ,c DATE INITIAL '" ! ;r= 13sis ~1~Ms-;:'L;';L"';OY,,D~H,,,,U1:1.BB~SL_ FNGINFFR OF WORK REVISION DESCRIPTION DATE INITIAL r DATE ·-1NiTIAL OWN BY: ·'.".,' , CITY ENGINEER ELEVATION: 19.58 1BASED ON NCVD 1929) OTHER APPROVAL ! CllY APPROVAL CHKD BY: .~ PROclECT NO. RVWD BY i>Eb S.D.P. 98 Of (A) DRAWING NO. 419-9 I: \u;n~J\:l\UL'J\:ll46.dwg Oct 2b 2004 Xrefs: 0239MAP; 02391; 0239GRD-RE1" JS:E~2fJPI YI • 02.39STR-REVISE C :E (i) ~ -"° I "° I I ,._ 01 10' µ 40' 20' 80' SCALE: 1" = 40' ---------- I ···· 1 I lJ I CA/JTION !/ CONTRACTOR TO lf7i'/FY 'THE EXACT LOCA 110N OF EXISTIN(; f/'111..ITIES IN 'THE FlElO PRIOR TO CONSTRtJCTlONI -- I I I I I I I I I I I I I / / I I J I I I I I I I I I I I I I --__ _} 2710 Loker Avenue West Suite 100 Corlsbad, Califomio 92008 760-iJ.1-7700 Fax: 760-931-8680 /,// ,,..,;: )- I / Civil Engineering Planning Proce!!lsing SuNeying / DE:SIGNEO BY: e.o. DATE: OEC. 2005 "AS-BUILT DRAWN BY: J,S,, C.f. SCALE: 1" • 40' PROJECT MGR.· C.0. JOB NO.: 02-1039 ~~-- e---------------------1 P.E. EXP. ___ _ ENGINEER OF WORK: REVIEWED BY: DATE: ,111,1,e, G O!i GEORGE OIDAY RCE: 320f4 INSPECTOR " DATE DATE I I I I I I I I I I I I I \ \ I I I I I I , , / NOTE!! El.ECTHONIC DATA fllES ARE FOR REFEHENC£ CNI. Y ANO ARE NOT TO BE USED FOR HORIZONTAi. OH VERTICAL St/RVEY CONTROL BENCHMARK: LA COSTA GLEN NORTH DESCRIPTION: BRASS CAP STAMPED CSLB-017 L.S. 6215 1----1---1------------------+--+--+--+------I LOCATION: NORTHEAST CORNER OF LA COSTA Al-f' )=AP=P=R=o=v==E===D=tl=::,:,Y;:================H BRIDGE 01-f'R ENCINITAS CREEK, 185' l'IEST 1----1--__je-----------------+---+----+---+------t d 6,1~ ~ LLOYD HUBBS .r/,;/4 £ OF EL CAMINO REAL L:P;_:;E~• :;:2::;38~89;::::;:;;:::;~P;:IR;::ES=;"siili-i";:::1:::-:::::3:::::1=a.--(J~5~C~ITY,¢:,:£~N:::::G:=IN::::E:::::E:;-R~~Th;;;A7,JE~~ RECORD FROM: /?£CORO OF SURvEY 1727! DATE /NfflAl /1\ ,...DWN BY: ' ,. • _ PROJECT NO. DRAWING NO. ~:g ~~:~ S.O.P. 98-0!(A) 419-9 OAT£ INfTIAL ~--~---1 OAT£ INIT-IAL ELEVATION: 19.58 (BASED ON NCJ,V 1929! ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I: \021039\0239147.dwg Mar 08, 2005 3: Slpm Xrefs. 0239MAP, 02391; 0239GRD· 0239STR I