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HomeMy WebLinkAboutDWG 426-8; CT 02-18; THE BLUFFS; 01-28GENERAL NOTES /. THIS PLAN SUPERSEDES ALL OTHER PLANS PR£140USL Y APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL R£14S£ THESE PLANS WHEN NON-CONFORMA NCE IS DISCOVERED. IMPROVEMENT PLANS THE BLUFFS WORK TO 8£ OOH£ THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE llfTH THE FOLLOllfNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NOs. 5634 THROUGH 5639 DATED M4 Y 19, 2004; AND CITY COUNCIL 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN R£14SIONS SHALL 8£ PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER llfLL 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RICH T OF WA Y. PRIOR TO PERM/ T ISSUANCE, A CERT/FICA TE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY Ml/TING TH£ POLICY MUST HA VE A RA TING OF A-. OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE Cl TY AND OTHER APPROPRIA TE A GEN Cl ES 6. R£14SION OF THESE PLANS MAY 8£ REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT 7. NO R£14SIONS WILL 8£ MADE TO THESE PLANS WITHOUT THE M/ITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE R£14S/ON BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND Till£ SHEET 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL 8£ R£14SED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMAR Y SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPA CTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE M/ITTEN FIELD COMPA CTION REPORT(S) SHALL 8£ IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL 8£ HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUP£R14SION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING (438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRA WINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. 73. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT {760/ 4J8-J89l INSPECTION REQUESTS MUST BE RECDVEO PRIOR TO 2:00 P.M. ON THE DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY 0£14CES, INCLUDING SHORING, AND SHALL 8£ SOLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA H5' AND REGULATIONS 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PR014S!ONS TO 8£ MADE OF WORKER PROTECTION FROM THE HAZARD OF CA 14NG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VAT/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDERS. TITZE 8 CALIFORNIA ADMINISTRA Tl',£ COD£. THE PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCO'YERED WITHIN ANY HORK ZONE DURING CONSTRUCTION. OPERATIONS WILL CEASE /MMEDIA TEL t'. AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED M/ITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, £ARTHMOl4NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETl'EEN 7.·00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO £ARTHMO l4NG OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON ~EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY TH£ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL 8£ COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS ~RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTl Y AHEAD OF THE CONSTRUCTION TO PERMIT THE R£14S/ONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERl4C£ ALERT 1-800-422-4133 SDG&:£ (800) 660-7343 PACIFIC BELL (800) 892-0123 ADELPHIA CABLE COMMUN/CATIONS (160) 438-7741 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980 CITY OF CARLSBAD (SE~R, WA TER & RECYCLED WATER) {760} 438-2722 CAUTJON!! STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL 8£ DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALL Y DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R' VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMITTED TO THE ENGINEERING INSPECTOR FOR R£14£W AND APPROVAL A MINIMUM OF TIW (2) Cl TY WORKING DA YS BEFORE THE WORK BEGINS 2. STREET LIGHTS SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, S£Rl4C£ POINTS AND HAND-HOLES SHALL 8£ SHOWN ON THE AS-BU/Lt PLANS NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL 8£ ALLO~D ALL LUM/NA/RES SHALL 8£ ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS 4. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO /5" PVC MA Y 8£ UTILIZED PR014DED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL 8£ REMOVED WITHIN ~NTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL 8£ INSTALLED PER REQUIREMENTS OF Till£ 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL 8£ INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE H'rVRANT MARKERS SHALL 8£ PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRSD DWG M/9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL 8£ RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PROl40£D TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES I. SE~R MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS-2004 " AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION. LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE D/14S/ON OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROl4SIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL 8£ OBTAINED FROM THE DISTRICT IT MUST 8£ SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WA Y, A CITY RIGHT OF WA Y PERMIT SHALL 8£ REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [160} 438-3891) 6. MANHOLES SHALL 8£ PVC LINED PER CITY OF CARLSBAD STD. DWG. SIA OR GREATER OR WHEN.· DEPTH JS 15 FEET WHEN THE SLOPE OF SE~R PIPE COMING INTO THE ACCESS HOLE IS GREATER THAN 5%. WATER NOTES I. WATER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE llfTH THE ·arr OF CARLSBAD ENGINEERING STANDARDS VOLUMES 2 AND J, POTABLE AND RECYCLED WATER STANDARDS" DA TED JUNE 30, 2004 OR THE LA TEST R£14SION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE 0114S/ON OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROl40£ PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROl4SIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL 8£ OBTAINED FROM THE C.M. W.O. OFFICE ANO MUST 8£ SIGNED ANO APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.{760} 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL 8£ ALLO~O IN THE WA TER LINE EASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL 8£ REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE M/ITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETl'EEN THE DETECTOR CHECK VAL VE ANO BUILDING SHALL 8£ DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE llfTH THE "CITY OF CARLSBAD ENGINEERING STANOAROS-2004" OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. DESIGNED BY: C.0.,K.D . .J.T. DATE: NC7/. 2004 DRAWN BY: J.S., C.F. SCALE: /,S SHOWN PROJECT MGR.· C.0. JOB NO.: 01-1022 CONTRACTa? TO 1£RIFY THE EXACT lOCA T10N tT EXISTING Ulll/TlES IN lH£ Fl£lO PRIOR TO CCWSTHIJCTION! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing SLirveying ENGINEER OF WORK: DATE: Os' GEORGE o·~y ,; RCE: 1Jil14 0£CLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 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 DRAllfNGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 01JA Y CONSUL TAN TS, INC. 2710 LOKER AVENUE ~ST, SUITE 100 CARLSBAD, CALIFORNIA 92010 (760) 931-7700 ~4~r,~n~_..{(_.,_,_'/J""'/MJ'f---DATE: ,,;,_ 1~0 S--.___ GEORGEO'OA Y j ~-' R.C.£. NO. 32014 EXP. 12/31/06 OWNER / 0£VELOP£R ANASTASI Dfl£LOPMENT COMPANY. L.L.C. 511 TORRANCE BL 14J. REDONDO BEACH, CA 90277 PHONE.· (310)376-8077 ,' N. rs. VICINITY NAP N. rs. PROJECT LOCATION ASSESSOR's PARCEL NOs. 206-120-3, 8, 9, 10, II, 12, 14 & 15 CALIFORNIA COORDINATE INDEX NUMBER 358-1665 CITY OF CARLSBAD TOPOGRAPHIC INDEX 2000-6228 SOIJRC£ OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY SAN-LO AERIAL SURVEYS (JN -11434) DA TEO: DECEMBER 12, 2001 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS LEGAL 0£SCRIPTION LOTS J, 1, 8, 9 & 10 INCLUSIVE, IN BLOCK "A. ANO LOTS I, 2, J, 5 & 6 INCLUSIVE, IN BLOCK "D" OF RESUBDll4SION OF PORTIONS OF TRACT 238 ANO 243 OF THUM LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2103, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL J, 1928. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NOs.: 134-6; 149-8,· 155-8,· 171-10; 183-8,· 226-1,· 296-5 & 301-6 CA/WO CONSTRUCT/ON NOTES I. ALL POTABLE WA lE/i' SER14CES SHALL 8£ I' AND ALL POTABLE WA TER METERS SHALL BE 5/8" (UNLESS OTHERllfSE NOTED ON PLANS}. 2. ALL WA TER METER BOXES SHALL BE 17" X 30" X 12" POL YMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BEMEN POTABLE WA TER LATERALS ANO SE~R S£Rl4C£S SHALL 8£ 5 FEET 4. THE TOP OF WATER METER BOXES SHALL 8£ FLUSH llfTH THE FINISHED SURFACE GRADE. NOTE a/SITE STREET UCHTING PER LANSDCAPE PlANS. NOTE!! ELECTRONIC DATA fll£S ARE Fa? R£F£RENCE fN. Y ANO ARE NOT TO BE USED Fa? Ha?IZONTAL a? 1£RTICAl. SIJHICY CCWTRa RESOLUTION 2004-194 DATED JUNE 15, 2004. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY NORCAL ENGINEERING PROJECT NO. 9482-01 DATED JULY JI, 2001. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMI T CONDITIONS DATED 11-18-04. 9. CARLSBAD M. W.0. RULES & REGULATIONS FOR CONSTRUCTION OF PO TABLE, RECLAIMED ANO SE~R SYSTEMS LA TEST R£14S/ON OF STANDARDS ANO SPECIF/CATIONS 10. STORMWA TER POLLUTION PREVENTION PLAN (Si/PPP} PREPARED BY 01JAY CONSULTANTS, INC. DA TED DECEMBER /, 2004. llfJ/0/ 937CJ31725. II. STORMWATER MANAGEMENT PLAN (SWMP) PREPARED BY 01JAY CONSULTANTS, INC. DATED SEPTEMBER, 2004. L£G£NO DWG. NO. REFERS TO S.D.R.S.O. UNLESS OTHERWISE NOTED. DESCRIPTION DWG. NO. SYt.lBOL QUANTITY A. C. PA 14NG OF STREETS 4' OVER 6' AB • . . . . . . . . . . . . . . . . . . . . . . I I 6" POROUS PAVEMENT OVER 6" AB ......... SECTION ON SHEET 3 . . . . . ~ STF POROUS PAi.1NG S'fSTEN INC. CATALOG PER T.B. PENICK d" SCHIS CR APPROVED EQUAL TRENCH RESURFACING_ . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t\\.~~"'-._~ 83436 SF 6324 SF 166 SF AC REMOVAL. . . . . . . . . . . . . . . . . . . • . . . . . . • • . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . 480 SF SAWCUT EXISTING PAVEMENT ...............................•. __ __ __ 1325 LF P.C.C. 6" CURB & GUTTER .........•... SDRSD G-2 ......••.... , 6" CURB ...................••.... SDRSO G-1 ..........•.. PC.C. CROSS GUTTER ......•.......... SORSD *G-12 ........... -· -,~ .... -.-. -- REDWOOD HEADER .......•......••...................••..... ______ _ PEDESTRIAN RAMP. . . . • . . . . . . . • . . . . . . SDRSD G-30 .........•.. PEDESTRIAN RAMP ...........••....... SDRSD G-cJI ........•...... A.C. BERM ...........••.....••....................•...... ______ _ P.C.C. SIDEWALK (4") ................. SORSD G-1 ........... . CONCRETE DRIVEWAY· · · · · · · · · · • • · · · · · *G-14A ALLEY TYPE DRIVEWA Y ....•.......•... GS-20 .................. ~. -,~ [;,···'7 .... ····· ········· J :, \._ PUBLIC STREET LIGHT . . . . . . • . . . . . . • . . . SOR.SO £ -1 •. . . . . . . . . . . . . . . . . . 0----- RELOCATE STREET L/GHl . . . . . . . • • . . . . . . . . . . . . . . . . . . . . • • . . . . . • • . . . . . . . . . . . . . . . . . . . 8" P. v'C. SE~R ..................•......•......•......... ------5---- STEEL CASING ..........•.......•....................... 4724 LF 1159 LF 683 SF 268 LF 1 EA 4 EA 392 LF 9425 SF 4 EA 3 EA 2 EA 4 EA 1924 LF 94 LF EXISTING SE~R. . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -------5-------372 LF TO BE REt.lOVED SE~R ACCESSHOLE ............••..... CITY OF CARLSBAD S-1 ...... -----5---0--17 EA SEWER ACCESSHOLE (PVC LINED) ......... CITY OF CARLSBAD S-IA .... -----,,---0--4 EA ADJUST ACCESSHOLE TO GRAD£. . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 EA ADJUST VAL VE CANS TO GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 EA © 4 • SEltfR LATERAL ................... CITY OF CARLSBAD S-1. . . 79 EA 8" P.v'C. WATER MAIN (CLASS 150)........................... 1906 LF ---w-- 8" P. v'C. WA TER MAIN (CLASS 200). . . . . . . . . . . . . . . . . . . . . . . . . . . 484 LF ---w-- EXISTING WA TER ......................................... . --w--- 8" GATE VALVE & VALVE BOX ASSEMBLY. ... CITY OF CARLSBAD W-16 .... ---0----W-- 12• GATE VALVE & VALVE BOX ASSEMBLY ... CITY OF CARLSBAD W-16 .... ---0----W- FIRE H'rVRANTS, 3-WA Y ............... CITY OF CARLSBAD W-12-.. . 1-0-1 W/ STREET MARKER PER SDRSO M-19 2• BLOW OFF VAL VE ASSEMBLY ........... CITY OF CARLSBAD W-6 . . . • --0-W-- 2• M.A.R •......................... CITY OF CARLSBAD W-5 . . . • --a --W--- 2• A. v'A ...................•...... CITY OF CARLSBAD W-7 .... _. --W- THRUST BLOCK. ........•......•..... CITY OF CARLSBAD W-15, 16 & 19 ~ WATER SERl4C£ ............•........ CITY OF CARLSBAD W-3 . . . . -------<@ (WITH TRAmc LID) 2• IRRIGATION S£Rl4C£ ................ CITY OF CARLSBAD W-3 . . . . --------,@) 845 LF TO BE REt.lOVED 23 EA 4 EA 10 EA 12 EA 13 EA 3 EA 27 EA 80 EA 4• ABOVE GROUND DOUBLE CHECK ......... CITY OF CARLSBAD W-22 .. . I DETECTOR ASSY llfTH 6" LATERAL & 6" GA TE VAL VE I •. FS - 1 EA 16 EA TYPE 'EJ' CURB INLET. ....................... 0-2~ . . . . • . . . . • . . . . . . [d TYPE jj" STORM DRAIN CLEANOUT .......•....... 0-9 ......•.....•.. ==~=-Q====3oE=-== 18" RCP STORM DRAIN. ...........•.......... 0-60 .....•........ STREET J.IONUM£NT. . . . . . . . . . . . . . . . . . . . . . . . . M-10 • • .••••.•.••••....• 84RRIOOE .............................. M-9 ................ . • AS MODIFIED BY THE CITY STANDARDS FOR PUBLIC IMPROVEMENTS 2 EA 1 EA 90 LF 4 EA 20 LF CITY OF CARLSBAD FIRE DEPARTMENT "AS BU il T" REQUIREMENTS NO. OF F.H.(S)&.LfLOW iSj:,6 G.P.M. OUT OF _l_F.H.(S). BLDG. SPRINKLED ~0 ... F.FLOW 22Sl:G.P.M. DATE CARLSBAD MUNICIPAL WATER DISTRICT L ;:puL4-== lt>hL 1~~ BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THE SURVEY IS THE NA083, ZONE 6, 1991. 35 EPOCH GRID BEARING BET/lf:EN POINTS 118 &-119 PER RECORD OF SURVEY NO 17271, 1.£. N 18"56'27" W BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION : CARLSBAD BL 11.J. & R.R. BRIDGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT CONTROi. DATA) PAGE 136 ELEVATION: 20.04 oAii I ROBERT J. fioJci i5ATE' DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 3/30/06 fSH¥1l CITY OF CARLSBAD I SH2EE8TS I 1----+-----<t-------------------1----1---t------<t----1_L__!_J ENGINEERING DEPARTMENT l----+-----<t-------------------t---+---1--------<t----i DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE IN!TIAL OTHER APPROVAL CITY APPROVAL /Jlfl/KMJENT /IWtS FOIi: TH£ BLIJFFS C.T. 02-18 APPROVED Sf' A .JI' ,-/ "..,,,,..,,.. -• PE 23889 /EXPIRES m-31-05 LLOYD B. HUBBS 1,1/2J(eS: CITY ENGINEER TE OWN BY· ,I S C E CHKD BY: ,I ~ RI/WO BY: ,I, PROJECT NO. C.T. 02-18 DRAWING NO. 426-8 G: \011022\0122101.dwg Sep 19, 2005 11: 36cm Xrefs: 01221 0 .,, ~ 0, J o· 10· 5 20 10,20 \' I 1 I I I 40' SCALE: 1" = 40' C41JllQN !! CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EX!SllNG UllUllES IN THE REI.O PH/OR TO CONSlRIJCllON! wrrr.-.:-, ..• ,a .... f .. 8' --s '': -ut- r-o --- ii' :½: "' -i,; NO. 32014 Fi ~ EXP. 12/31/06 f:J * * "'11-CfVI~ #:'<- OF c,..ll~c:J 2710 Loker Avenue West Suite 100 Cortsbod, Colifomio 92010 760-931-7700 Fox: 760-931 -8680 Civil Engineering Plonning Processing Surveying ;,""-:§' " "'" ~w •• . ' ENGINEER OF WORK: I ~ DATE: RCE: "AS-BUILT EXP. tz./ly-(41: I SP •---<I-- " ::;=, ~ ,,.,e, DATE ?-/4,/;,r DATE '" i::-'-''..· , ' / ' ~"~'\, '\ _$ '\ '':: ,,.,,·1,-, ,':;,, -\ (. /J I & ~~\ \ , . ·,,.,,,.,.._ ' ' I " 7 I . . . t I ~. ~~-t-1--r~~ ; s / ! I 1/ '•1 U LEGEND INDEX MAP SCALE: 1• = ~• BENCHMARK: DESCRIPTION: BRASS CAP STAMPED DC 155 LOCATION: CARLSBAD Bl'AJ. tt R.R. BRIDGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BAS£ OF SMTCH BOX SIGNAL RECORD FROM: COIJNTY BENCH LE'.£1.S (Na COUNTY ITT?T. Ca-lTRa. OATA) PAGE 1J6 ELEVATION: 2Q{),I /; 7/, . . _/ II'. " , ~I ' ., , / , ~,,- / ,' [::l:::J ll'4 -s----s- --w---11'-- ----0-- [ID EXISTING f1R£ H'f1JRANT PlrOPOS£I) f1R£ H't1JRANT PlrOPOS£I) SEIIEH I.HIES PlrOPOS£I) WATER I.HIES PlrOPOS£I) STOOrl DRAIN PlrOPOS£I) ACCESSHa.E SHEET NllM8ER SHEETINOEX SHEET NO. 1. 2. J . -1-17 . 18-21. 28. NOTE!! DESCRIPTION Tlll£ SHEET INOEX UAP SECTIONS tt OETAILS STREET /AIPROvEMENT PLANS SEWER tt WATER PLANS STRIP/NC tt SIGNAGE Pf.AN ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE US£[) FOR HORIZONTAL OR 1£HTICAL SIJH'rfl' CONTROi. t---~t----+-~~----------+--+-------j--+---I I SH2EET I CITY OF CARLSBAD I SH2E8ETS I ENGINEERING DEPARTMENT :=='--'===========--===~ DATE INIT~L ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE OTHER APPROVAL CITY APPROVAL MIPROVDIENT PL.ANS FOli: THE BLUFFS C.T. 02-18 APPROVED 81"" _ A <, ~;,e---~c-~ PE 23889 PIRES ~31-05 LLOYD 8. HUBBS ~f<>f CITY ENGINEER D TE OWN BY: ,IS C E CHKD BY:...llL_ RVWD BY:.JJ.l..____ PROJECT NO. C.T. 02-18 DRAWING NO. 426-8 G: \011022\0122102.dwg Aug 16, 2005 2: 13pm Xrefs: Ol 22TPOI; 0122map; 01227UTL; 01221; 0122STR; 0122UTL; 0122GRD; 01221L Y t,,.) 0 'Tl t,,.) 00 / R/W / / / JO' 60' 17' R/W /J' 6' T'rPE 'C' CURB &-GUTTER TYPICAL SECTION -CHINOUAPIN A VE. {PUBLIC,) PROP. R/W EXIST. R/W NO SCALE R/W 27' GENERAL ACCESS J' &-UTILITY EASEMENT 12' 12' 5' 5' f /' DEPRESSED CURB FACE PER SDRSD G-14 __.1%... T'rPICAL SE~R LATERAL &-CLEANOUT LOCATION 8' Pvt: SE~R 20' PARKING AREA J'PCC CROSS GUTTER 2% 4" AC PV!.IT. OVER 6"A.8. (MIN.) SEE STREET NO TE No. I 8' Pvt: WAlER / / - -) -"--....._ 6' T'rPE 'G-1' CURB TYPICAL SECTION -SCENIC WAY & POINT WAY {PV,:_) NO SCALE ~ ~ I STEEL CASING --A- -p --8- END SEAL (T'rP) BOTH ENOS SEE NOTE 2 ----A- -~ ----8- << /."f ' < -(( SCHEDULE STEEL CASING FOR WATER PIPE CARRIER MIN. PIPE SIZE CASING SIZE 6' 14• 8' 16' 10· 18' 12· 20· ,....._ -- ~ - 12· - 12· ,....._ --- ~ - PIPE JOINT 8' Pvt: PIPELINE CENTERED IN CASING GENERAL NOTES· STEEL CASING PER 12· CITY OF CARL SBAD sms. 8' Pvt: PIPE CENTERED ~ IN CASING-= ----( - TOR ~ POLYETHYLENE CASING INSULA 111TH POLYETHYLENE SKIDS (J. 4 • EFFECTIVE HEIGHT), CALPICO PX OR APPROVED E()IJAL. ALL BOL TS AND BANOS SHALL BE T'rPE 316 STAINLESS STEEL CROSS SECTION SEE NOTE I I. SPACING BET',lfEN THE CASING /NSULA TORS SHALL BE PER THE MANUFACTURERS RECOMMENOA TION EXCEPT THAT THERE SHALL BE AT LEAST 3 CASING INSULATORS PER PIPE SECTION, ONE 12• FR{]!.( EACH JOINT AND ONE CENTERED. ADDITIONALLY, ONE INSULATOR SHALL BE INSTALLED 12" FR{]!.( EACH END OF THE CASING. 2 BOTH ENDS OF THE CASING BEMEN AND THE CARRIER PIPE MUST BE SEALED WA TERTIGHT USING A HEA T SHRINK Hli'AP ARO/JND SEAL SUCH AS MODEL WAS MANUFACTURED BY PIPELINE SEAL AND INSULATOR L m. OR APPROVED E()IJAL. BANDS SHALL BE T'rPE 316 STAINLESS STEEL. J. CARRIER PIPE SHALL BE INSTALLED PER THE PROJECT SPECIF/CATIONS. TO BE OED/CA TEO 20' VARIES STEEL CASING PIP£ 13' I 7. , 17' llfDTH VARIES -llffERE NECESSARY EXTEND PA I/ING SUCH !HAT THE MINIMUM PAVEMENT IS HALF-STREET :,. 0.5' l.-_ ___J,'&B/f.;L __ kj,___~PLUS 12 FEET 12' MIN. / / / i~ .. \ PCC SIDEWALK 6" T'rPE 'C' CURB &-GUTTER / TYPICAL SECTION -HARRISON ST. {PUBLIC,) T'rPICAL FIRE H'rlJRANT J' NO SCALE 27' GENERAL ACCESS &-UTILITY EASEMENT /2' 5' 5' f __.1%... 6' T'rPE 'C' CURB &-GUTTER 4• AC PV!./T. OVER 6"A.B (MIN.) SEE STREET NOTE No. I 8' Pvt: SE~R /2' J' /' DEPRESSED CURB FACE PER SDRSD G-14 T'rPICAL SE~R LATERAL &-CLEANOUT LOCATION 8' Pvt: WA TER TYPICAL SECTION -BLUFF VIEW WAY & AIDAN CIR. {PVT) J' I• DEPRESSED CURB FACE ' PER SDRSD G-14 TYPICAL SE~R LATERAL &-CLEANOUT LOCATION 8' 8' Pvt: SE~R NO SCALE 27' GENERAL ACCESS &-UTILITY EASEAIENT /2' 12' 5' 5' f 2% }'. j;;, <>c ~ ~ 20' PARKING AREA J'PCC CROSS GUTTER 2% 6" TYPE 'C-1' CURB 4" AC PV!.IT. OVER 6'A.8. (MIN.) SEE STREET NO TE No. I 8' Pvt: WA TER TYPICAL SECTION -SAND COVE WAY {PVT,) NO SCALE 6. T'IP£ &'' CURB &-GUTTER JO' GENERAL ACCESS &-UTILITY EASEMENT 15' /5' __.1%... 4' AC PV!.IT. OVER 6'A.8. (MIN.) SEE STREET NOTE No. I 6" TYPE&'' CURB &-CUTlER 40' GENERAL ACCESS &-UTILITY EASEMENT 8' 12' 12' f __.1%... 8' 4• AC PV!.IT. OVER 6"A.8. (MIN.) SEE STREET NOTE No. I TYPICAL SECTION -VIEW WAY {PV,:_) NO SCALE TYPICAL SECTION -LORETTA LAN£ {PVT) 6' T'rPE 'G' CURB &-GUTTER 4' AC PV!.IT. OVER 6'A.8. (MIN.) SEE STREET NOTE No. I 8" Pvt: WA lER 24' GENERAL ACCESS &-UTILITY EASEMENT 12' 12' 5' 5' }'. f j;;, <>c ~ ~ ...J.L 8" Pvt: SE~R TYPICAL SECTION WA VE A VE. {PV,:_) NO SCALE 27' GENERAL ACCESS &-UTILITY EASEMENT 20' 12· 12' PARK/NC AREA 5' 5' J'PCC CROSS CUTTER f __lL __lL 4• AC PV!.IT. OVER 6'A.8. (MIN. SEE STREET NO TE No. I 8' Pvt: SE~R I• DEPRESSED CURB FACE ' PER SDRSD C-14 T'rP/CAL SE~R LATERAL &-CLEANOUT LOCATION 8' Pvt: WA TER TYPICAL SECTION -LORETTA LAN£ {PV,:_) NO SCALE OU TS/DE OF SU BO/VISION BO/JNDAR Y NO SCALE MODIFIED T'rPE 'El' CURB INLET, OPEN ON EDGE OF CONCRETE ~~ JS/DES J HINGE LINE-,~fn'~~~~~;:~.;-,T--J n 1 II c9.z1 I I / TOP OF CURB 6j' I I V I I \ 1 61 ~ : \q 61 : : LANDSCAPE ~..,., .IIPR"''' 1,q-~,,..., ' ' AREA), v , vr, I I I j I I I ------"'-----¥{_ ________ _F>I--~-----~---,----------,-.,-~-----BACK OF CURB ,:} <>,· I, ~ J.O' TRANSITION c', 1.0' 1.0' 1.0 • ""' <:::, - ~ CUTTER LINE "' "' £:: FACE OF CURB MODIFIED T'rPE 'El' CURB INLET, OPEN ON 3 SIDES J.O' TRANSITION --' c-, = <.D '-" N TOP OF CURB MODIFIED TYPE 'El' CURB INLET NO SCALE c:fJLL 111TH CONCRETE SECTION A-A A A ,f:jr.t~~:--REMOVE EXIST. SE~R ... ;..---FILL EXIST. FLOW CHANNEL 111TH CONCRETE EXIST. SE~R ACCESSHOLE EXIST. ACC£SSHOL£ DETAIL NO SCALE RETAIN/NC WALL PER SDRSD C-1 4.0' HEIGHT TO BE DETERMINED ----J BY THE STRUCTURAL ENGINEER ' ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY THE SOILS ENGINEER AFlER 'R' VALUE TESTING IS C{]!.(PLETED !----PEDESTRIAN HANO RAIL TW= 48.70 BW= 44.00 POROUS PAVING SECTION SECTION tl-H' NO SCALE SCALE: 1•,. 2' ~ CITY OF CARLSBAD I SH2EEBTS I l---+--------,-----------------+---+---i----------1i-----1 ~ ENGINEERING DEPARTMENT l---+--------,-----------------+---+---1-----,i-----1 "AS-BUILT 0 ~. A DESIGNED BY: C.0.,1(.Q.,J.T. DATE: 11(7,1. 2004 / ":? DRAWN BY: J.S., C.f. SCALE: AS SHOWN _h.,.. lj PROJECT MGR.· G.0. JOB NO.: 01-1022 'f 67 __ C_O_N_S_U_L_T __ ,,_N~T~S~-f--------------1 P.E. 5z,,,y EXP 17115/,,& 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 fax: 760-931-8680 Civil Engineering Planning Processing Surveying ENGIN EER OF WORK: R~D BY: ,~~-6: DATE: RCE: " X sc Jo Zoo8 ;; DATE c/2 ... /4 r: DATE BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD BL~-&-R.R. BRIDGE 9' EAST OF CEN!ERLINE OF TRACKS ON CONC. BASE OF SIIITCH BOX SIGNAL RECORD FROM: CO/JNTY BENCH LEVELS (NO. COLINTY VERT. CONTROL DATA) PAGE 136 ELEVATION: 20. 04 DATE INITIAL ENGINEER OF WORK REVIS ION DESCRIPTION llll'IIOmlCNT l'WiS FOR: DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED UY DWN BY: ,I 0,~ E CHKD BY:_..,._ .. •,~ RVWD BY·JL;f G: \011022\0122103.dwg Sep 19, 2005 2: 29pm Xrefs: 01221 THE BLUFFS C.T. 02-18 LLOYD 8. HUBBS 1-Jblr_oS'. 31-05 CITY ENGINEER D TE PROJ ECT NO. DRAWING NO . C.T. 02-18 426-8 w 0 -n ~ 0:, I 1 . · __ · 10 C4UllQN!! NO cumNC OF ASBESTOS CEAIENT PIPE (ACP) IS PERMITTED. CCW!R1,(;lQR Sl;/All REJIQV£ ACP TO NEAREST colJPIJ/fll ANO INSTALi.·· ACP )(fVCAOAPTORS ANO THE NE~~p:v¢.$~ANO (USS Plff; :ro INSTAi.J. )HE lEl' AT tfllS STA HON., -1/1 j , !-·/):' ~: o· s· 20· ----10' 40' SCALE: 1 • = 20' r:AlJllON !! CONTRACTOR TO V£R/FY THE EXACT LOCA TTON OF E)(JSTlNC VllUTlES IN THE RELO PRIOR TO CONSlRl/CllON! "' --NO. 32014 ~ ; EXP. 12/31/06 SJ * * v'qJ>. CIV Ii. #"" , < Dr CALl~CJ C~~TS 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, Califomia 9201 O Processing 760-931-7700 Surveying Fax: 760-931-8680 t . 11 DESIGNED BY: C.0 •• K.D •• J.T. DATE: NOV. 2004 DRAWN BY: J.S .. C.F. SCALE: />S SHOWN PROJECT MGR.· G.0. JOB NO.: 01-1022 ENGINEER OF WORK: DATE: RCE: NOTE: r ' 12 CONTRACTOR .TO TRIM !REES ft) PROV/OE SIGHT O/STANCl' /Hff(IN QCHT [)fSTANCE CORRl/)OR¥AS SiHOM-/, HEREON, * · • "AS-BUILT " /2,,.0. CJ.:::? Q,.___.1_0, Zac~ EXP~"A' , P.E. 3Y>/Y DATE ~:~ t.-h,/2-8". ~ NSPE TOR DATE 13 BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD 81. ~-,t R.R. BR/0(;£ 9' £AST OF C£NTERUN£ OF TRACKS ON CONC. BAS£ OF S/IITCH BOX S/CNAl RECORD FROM: COI/NTY BENCH l£ff:lS (Na COI/NTY VERT. CONTROl OA TA) PA G'£ IJ6 ELEVATION: 20.0-I 14 I 2 J ,I 5 6 7 .... ... .. ·-.. ·r ..... •••••••••••• "T "' 7; _ _-·_··--· CURB DATA RADIUS LENGTH REMARKS N 66WJ'26" £ 5ao1 6" AC BERi,( N 61'51'o4" £ JB.10' 6" TIP£ "G'" CIJR8 .t G'IJTfER I),. = 90VO'o0" Jaoo' -17.12 • • I),. = 90VO 'oO • J0.00' -11.12' • • N 61'51'o4 £ 1aoo' • N 56VJ'25" £ "3.67' 6" AC BERM N 57VJ'o4" £ -19.97' • • NOW! REC!RONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FrR HORIZONTAL OR VEJ?TlCAL SURVEY CONTROi.. i----------,i------r-----------+--+--------l----+---l I SH4EET I CITY OF CARLSBAD I SH2EET8S I ENGINEERING DEPARTMENT ;::::::='...:::::=========--===::::::::! /AIPROVCIIENT PUNS FOK: DATE INlTIAL ENGINEER OF WORK REVISION DESCRIPTIO N DATE INlTlAL OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED di'" OWN BY:~ CHKD BY: RVWD BY: G: \011022\0122104.dwg Aug 19, 2005 11: 36am TH£ BLUFFS CHINOUAPIN Al'l: PROJECT NO. C.T. 02-18 Xrefs: 01221; 01227UTL: 0122map: 0122GRD; 0122TP01; 0122UTL: 0122pro: 0122STR t C.T. ()2-/8 DRAWING NO. 426-8 / I -. ,,.;_: ::-__ --_:;_-:: ., "" " ". ·------------ - ' CAtmON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTIUTIES IN THE REW PRIOR TO CONSTRUCTION! SCALE: 1• = 10' . --····~ '"" ----·---- I I . . .... ,. I l ' L ta 'Jll' .. ., '' .·· ... . ,.;1 . """ cjc . :;-: ~-:_:~ 1;:::: ::::_:--~-. :~:: _.r_. _::~· '..:: :·: -'" -------.,,,, -~:;:r-:: --__ :_:;;:.:_ ... ;::: _::: :::: -~ " . • I ·······" • .. i ..... -, ••• o, ::-'::::::. -:;:_:.,_ :.::·" ::: .'.::;-______ , __ _ ---· ---- .. -----" -. .._.,. . ··. 10 11 .t.VC DESIGNED BY: C.0 •• K.0 •• J.T. DATE: NOV. 2004 "AS-BUILT DRAWN BY: J.S .• C.F. SCALE: AS SHOWN , /Z t1n PROJECT MGR.· G.0. JOB NO.: 01-1022 -~,,.}'-V " L ' "' ~ Tk •'+ ,, ;: .. P~El V 0 7. 28 I <::. ~ . I •• j . .,, i f - •·· L r.r:,r, ,.,;~.r--~:u,•-~··1-,1~ •~• . ., I N ., PLAN: HARRISON STREET SCALE: ,. = 20' BENCHMARK: 1 12 DESCRIPTION: BRASS CAP STAAIP£(} OC 155 LOCATION: DATE ' 2710 Loker Avenue West Suite 100 Carlsbad, Colifomio 92010 760-931-7700 Fox: 760-931-6680 Civil Engineering Planning Processing Surveying r-------------____j P.E. 3ll>>'tr EXP tt0/oB ENGINEER OF WORK: 1-::::-:==--:-----.:..._..:_ ________ _J REVIEWED BY: CARLSBAO Bl.',!! . .t R.R. BR/OGE 9' EAST OF CENT£RIJN£ OF TRACKS ON CONC. BASE OF SHflcH BOX SIGNAL ,,l, .. GEORGE 0/JJAY DATE: -, /4,/4 S" RCE: /32fiu 1~c~~ e-/4"" /4 r RECORD FROM: DATE ELEVATION: COUNTY BENCH lE>flS (Na COUNTY vfRl CONTROL OATA} PAGE 136 2a04 • : ••. L.., .• :::.: . ""' -- """' ...• ' • " '"' • j -i----_-;-_ -":-::, ·--. .. ' '" ., . --t-f--+----1----1-.... ;·;,-_ . ---------· --· -0 ., ' " •m -~" "'"" • I • • I.HTDI . . ::: .. _::::· Sn~-: ::~_, ___ ··-r·:.:· ··.: .. ~,..;.::, ~ :·.-.. ;:.. ·_-:,;_ "·: .. i:-- ~ ~---~<.:,:.;~:~: --~---..... . ... ::-::~ . -~-...... :..:·::.. ~~.--~.IS.: ··::1;;::--_ 1.J .., .. _7,_ ]'T_ /.Wf.8 '.~ . - -.::· """' ~ -·~--:~::, '".:"'t:.-:'" O' 51 20' 10' 40' SCALE: 1 • = 20' I 2 3 . " " ·: •··:"· .· . • ""' •;::.._,_,,,::_ ,e•:." -•e• • ·: .. :··=· ~-~·::~ ·~:. _: .::::· ::--~:.>: ·=·'.::~~ ',..:::·:: ::~::_ '.-. :-.. ::: ... ;::::::; .. '"" .... .,::::-::, . . ---· '"'"" -----"··-··""'-'" u, ··-·-_,, __ _ :~ c:··:_ ~::::-,:::-::'!::-~-----:... .. --t··::: :~:::. -·: . " "' L -·· . -... "'" ·-·-··· ·-·- ' ---~ --··· __ ,,_ -·· • w " • -""" ---. ----_-:_ ""----·:::· ~· ' --· -• :•i..::::::.:::.. -•-o• .,. L. __ ----• !-,. .... .:::~".'.:.:::" ::::. •• -... ::::: . ..,;~_-:----"""" :-::: : ____ -----·-· -·-" ___ ,, __ '""" " - ---- -<> .:. ·:~.--• ,:.:~ ::.:,:;· --- ... ·----::+.-~--------., :::: 1-:::·: ._ .·:· + CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS 6" AC BERM N 57V3'/U" £ ~ 89'58'3.J" N 28V7'29-W 2aoo' 50.00 31.-11' 263.02' Tl1'E •c• CVRB .t GIJTTER • • CENTERLINE DA TA NO DELTA/BEARING RADIUS LENGTH I N 28V7'29" W 300.00' SE£ SHEET 18 FOR WAlE'R PLANS SEE SHEET 28 FOR SIGNING it STRIPING PLANS NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USEO FOR HORIZONTAL OR VERTICAL SIJRO;FY CONTROL t===~==+====================~===±==j===±==J I SHS ET I CITY OF CARLSBAD I SH2EBETS I I r,;;~~~~~EN::=G=;IN~E~E:::Rl::::N:::G::::D::::E:::P::::AR:::T::M:::E:::NT:==~::::::=::::! 11/PIIOVEMENT PLANS FOR: THE BLUFFS HARRISON STH££T ~====t===+========================t====i====i===jc==:J ~~~~========~C.~l~02~18~ I APPROVED$Y A I -~ --•• J .¢ LLOYD 8. HUBBS / .1/oS: /4\ PE 23889 XPIRFI 12-31 05 CITY ENGINEER DME t=~D>AA_T~E:::.1:::.,iNN_in.r_,AIA_L:-..JJ.1..L ________________ +-:D:::A=TE,--k>N-:cff:c>A-L-+-DA-TE-!--_j f7D~W~N~B~Y~:~,l~S~C~E~~:::::::~P~R~O::J~E~CT~N~O~.~~~D::R::A~W~IN~G~N=O~. ENG.NEER OF WORK REVISION DESCRIPTION N>T>AL CHKD BY: J!.L . OTHER APPROVAL GnY APPROVAL RVWD BY: ii< C.T. 02 18 426 8 G: \01I022\0122105.dwg Aug 19, 2005 11: 34am Xrefs: 01221; 0122UTL; 0122GRD; 0122TP01; 01227UTL; 0122STR; 0122MAP; 0122PRO 0, 0 -n "> c» / ) o' 5• 20· -----10' 4-0' SCALE: 1" = 20' CAUTION!! CONTRACTOR TO 1£/?IFY THE EXACT LOCA llON OF EX/SllNG VTIL/llES IN THE FlEW PRIOR TO CONSTRVCllON! ····:·:i:.·· 13 < Ii , r .._ >· ·"' " 'Sl \ ·,;,.~ "' -Ill ~ ~ J; - 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931 -86BO • ~ co ~ ~,:: " !;i Oc::, VJ, .... GF= 7 . 68 FF= 8 .38 I 04 \ I \ I ' ' \ t ' i I \ ' ' ! I .. \ Civil Engineering Planning Processing Surv,eying --~ .... _o;,t;\_ • <o "if-N -r-.; 14 t GF= 11.45 I \ .FF= 81.38 I '\ 1!205! I DESIGNED BY: C.0.,K.D.,J.T. DATE: NOV. 2004 DRAWN BY: J.S., C.F. SCALE: ,S SHOWN PROJECT MGR.~· ...,G,,,.0,,_. __ JOB NO.: 01 -1022 I I I I 15 "AS-BUILT b-;•-o~ 1-------------------t P.E. JUu EXP ~ REVIEWED BY: I~~ ENGINEER OF WORK: DATE: RCE: -I. SCALE: 1• = 20' " DATE 4/2,/28' DATE , ... ' ;a,;,·· Y < 16 i . ' ! • , .... 1 .... ~ ~~ -:§: . "' . \1003\ ~ ~ • @Q1] \7005! GF= 7005~~GF=° 7033 GF= 7047 I FF= 79!55 ~ §ffi 79 . .55 FF= 79. 55 <" c, ' STREET OEl)/CA 1/0N ,,,.-, :;, ' )1006! ' c/:~•70.? · FF= 79. . .. .j' 17 NO I 2 3 ~ 5 CURB DATA DELTA BEARING RADIUS LENGll-1 REMARKS N 28V7'.29' W 166.24' TYPE •c• CURB ct GUTTER l> = 90VO'Oo" J0.00' 47.12' • • t, = 90VO'Oo" J0.00' 41.12' • • N 28V7'29" W 132.76' • • t, = ~72'/Jl" 150.00' 11.00' • • CENTERLINE DA TA NO DELTA BEARING RADIUS LENGTI-t I N 28V7'.29" W 389.00' 2 l:,. -0./ u '/} 7" 150.00' 11.00' SEE SHEET 19 FOR WATER PLANS SEE SHEET 28 FOR SIGNING ,t STRIPING PLANS NOTE!! ELECTRONIC OA TA FlLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 1£/?llCAL SVR'rf:Y CONTROL t----+--+------------+--+---+--+---l j SH6EET j CITY OF CARI.SHAD ~8 ENGINEERING DEPARTMENT ~ ;:==:...:::::==========-'==~ ll,/PHOVDl£NT Pl.ANS FOR: BENCHMARK: DESCRIPTION: BRASS CAP STAMPEJJ OC 155 LOCATION: CARLSBAO Bl J.D. ct R.R. BRIOCE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGI/Al RECORD FROM: COUNTY BENCH ££',US {NQ COUNTY ',fRT. CONTRCX. OATA) PACE 138 ELEVATION: 20.0./ TH£ BLUFFS HAHN/SON STR£ET C.T. 02-18 APPROVED 8 t'° t-----+----t----------------11----+----l----l----l 4 ( .,j~,?.H✓-.-'n i,{ LLOYD 8. HUBBS /~~..J/oS" PE 23889i7E:xm¥12-31-05 CITY ENGINEER 7"tffi.TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL C!Tr' APPROVAL DWN BY: ~,I_S...,,.~ CHKD BY: RVWD BY: G: \011022\0122I06.dwg Jul 15, 2005 4: 11pm PROJECT NO. C.T. 02-18 Xrefs: 01221; 01227UTL; 0122mop; 0122UTL; 0122GRD; 0122TP01: 0122PR0: 01 ??STR DRAWING NO. 426-8 0,. 0 -n "-l 00 l-+--'+--'+--'+--'+-+-+-+-+-+-h W-1""--1-1-1-1-~"l"'~c--.tc-. -+-+-+~-.;::...al.;±-t-ct-c~l>'-+-'+-'+-'t-htt"-kt-:-t-:-r~HHHHH---t --i---t---t---t----t-----t----t----t----t---t----t----i-----t---i-----t----t-+++++-+-+-+-+-+-+-+-+-+-+-+-+-+--+--+---+--+--+-+-+-+-f---HHHHHH---4~--±--+--+~ ?+!ih-"'!i---j.-c;'l!-+--+--~ ...... '4$ . ·. r o' s· 20· ----10 40' SCALE: 1 • = 20' CA(Jl[ON !! CONTRACTOR TO 1£HIFY THE EXACT LOCATION OF EXISTING UTIUTIES IN THE FIB.I) PRIOR TO CONSTRUCTION! RETAINING WALL PER SDRSD C-4 SEE 0/IG 426-BA PLAN: HARRISON STREET SCALE: 1• = 20' "AS-BUILT " ~~-- ~~-... 0 ~. A DESIGNED BY: C.O.,K.D • .J.T. DATE: NOV. 2004 / "~ DRAWN BY: J.S •• C.F, SCALE: IS SHOWN L , 11 1 _,- GO JOB No.·. 01-1022 --'/Jlc...l-L ... "4t'~-'-V,c_,;'(j~,--c 1-~ Z.,,,,I --~~~~~~~~~~~~~--PROJECT MGR.· .. C O N S U lf NT S >-------------------l P.E.3.?DI' EXP. t~/~/08 DATE 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-86B0 Ci\lil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: RCE: REVIEWED BY: ~£~~ INSPEC c/4-/2 r: DATE I ... ·I· t-· .. . I -,--- C19+W.15 0 15.58' RT. T'IPE ~ ' CLEANOIJT CONNECT TO EXIST. U. STE£1. PIPE EXIST. U • STEEl PIPE BENCHMARK: DESCRIPTION: BRASS CAP STAMPED DC 155 LOCATION: CARLSBAD Bl f!i. ,t R.R. BRIDCE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL RECORD FROM: COUNTY BENCH LE',flS (NO. COUNTY '.£RT. CONTROL DA TA) PACE 136 ELEVATION: 20.0-1 ............. CURB DATA NO DELTA BEARING RADIUS LENGTH REMARKS 1 6 = 8277'17" 1J3.00' 191.01' 6" T'IPE c• CURB &-CIJTTER 2 N 65'23'o6 E 55.13 • • 3 6 = 678'04" 248.00' 21.27' • • 4 N 88"M'o6" E 1a2-1' 6" AC BEW 5 N 65'23'Dfi" E 5a37' 6" TYPE "G" CURB .t CIJTTER 6 6 = 678'11" 281.00' 3a91' • • STORM DRAIN DATA NO DELl: BEARING RADIUS LENGTH REMARKS I N 12'27'09" W 2 N 27VO'l8" W 34.27' 53.36 18" RCP N IJ50 D * 18" RCP N 1350-0 * -USE 5,000 PSI CONCRETE llfTH I 1/2" BETWEEN INS/OE FACE AND REINFORCING CENTERLINE DATA DELTA BEARING RADIUS LENGTH 1 t:,. = 8277'17" 150.00' 215.13' 2 N 65'23'o6" E 55.,f.3' 3 6 -618'04" 256.00' 29. /,f.' NOT£!! El.ECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR 1£HTICAL SURVEY CONTROL. l----t----+------------l---+----l------+---.l I sH7EET I CITY OF CARLSBAD I SH2E8ETS I ::===::'....'::===E=N=G=IN=E=ER=l=N=G=D=EP=A=R=T=M=E=NT===:'..:=::::::::::::::::; IJIPROVEIIENT Pl.ANS FOR: THE BLUFFS HAim/SON STH£ET C.T. 02-18 • • LLOYD B. HUBBS 13/i¾fS 12-31-05 CITY ENGINEERE DATE INITIAL DATE IN1TLAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PROJECT NO. C.T. 02-18 DRAWING NO. 426-8 G: \011022\0122107.dwg Aug 17, 2005 9: 38am Xrefs: 01221; 0122PRO; 01227UTL; 0122map; 0122UTL; 0122STR; 0122GRD; 0122TP01 I ........... ., ... .. ·""'.'..".'::;: ::·" o· 5' 20' -----10' 40' SCALE: 1 • = 20' CAtmQN II CONTRACTOR TO VERIFY lHE EXACT lOCA TlON OF EX/SllNG UllUTlES IN lHE REW PRIOR TO CONSTRUCTlON! ·-" ·-· " -'' "--·--· 20 2710 Loker Avenue West Suite 100 Corlsbod, Cclifomio 92010 760 931 7700 Fox: 760 9J1 8680 .. ·-·· ' -·--. .... ---·---- -·-......... '"""" ·-· ., . -·---· .... - I Civil Engineering Planning Processing Surveying 18071 = 6J8J1 r~ 5JB. "'"" ..... DESIGNED BY: C.O .• K.D .• J.T. DATE: NOV. 2004 DRAWN BY: J.S., C.F. SCALE: JS SHOWN PROJECT MGR.· G.0. JOB NO.: 01-1022 ENGINEER OF WORK: DATE: RCE: t 21+50 22 PLAN: HARRISON STREET SCAJ.£· ,. = 20' "AS-BUILT ,, BENCHMARK: DESCRIPTION: BRASS CAP STAAIPED OC 155 /2, ..,( -Ch'041 CARLSBAD Bl ',f)_ &: R.R. 8R/OG£ 9' EAST LOCATION: OF CENTERLINE OF TRACKS ON CONC. P E.3l.o:-EXP. l7L111/1J8. DATE BAS£ OF SIHTCH BOX SICNAL REVIEWED BY: RECORD FROM: COUNTY BENCH LEITT.S (NQ COUNTY 'S?T. &(.t:24 ~/2~r CONTROL OATA) PAGE 136 DATE ELEVATION: 20.04 IN PECTOR 23 . 0 ; • jLM . l '/BERAI &/ . ]~F INJTA. a M.:~.lf' ST. LT. 9)(/SllNC T. ![ T. 1/} BE liftow. £}(/Sl7M . FOIE lrFBE . REloc, i Pl'l{plRECllON FRON SOC&:£. . ·' ,_, _., "·-·-. ... _,_,_ __ ·- . . . .. . -.. -···· -· ·-·· -·-·· - 6 7 6 .. ""·--... --.. -. ·-- """ •M-• • ·-· ---·- ...... --·-· ---.. ----•---- CURB DATA BEARING RADIUS LENGTH ~---"· --·. • .. --·-,.,. ..,,_ .... - REMARKS " . --.. -...... ·-·-·· . ---. 04rJ2o/9" 248.00' 17.#J' 6" T'IPE "G" CVRB &: GUTTER #172'26" 122.00' 102.65' • • 88rJ9~t· .J0.00' ,(6. /6' • • 03r:J4'/8" 28/.00' 15.06' • • N 42V.J'.J.J' £ /3.53' 6' AC 8£RAI N 61°47'05" £ 5.10' • • 6 86°47'48" 25.00' 37.87' • • CENTERLINE DATA NO DELTA BEARING RADIUS LENGlH I 6 -4776:i/' 265.00' 2/8.68' 2 6 -50rJ/'26' 105.00' 9/.68' 3 N 6/ '50'()(}' £ 42./6 NOTE.· SEE SHEET 28 FOR SIGNING ll STRIPING. NOTE!! B.ECTRONIC DA TA RlES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAl SIJRl£Y CONTROl 1----l--+------------J-,---r---r---i I SHBEET I CITY OF CARLSBAD I SH2EE8TS I ~::::::::::'.~:::::::::::::E:::N,:G~I N~E~ER:::l::::NG:::::D:::E:::P=A:::RT=M=E=N=T==::....:====j 11/PHOYEIIENT l'lANS FOR: DATE !NITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED BY DWN BY: ,IS CE CHKD BY: , )IA. RVWD BY: dY[ G: \011022\0122108.dwg Aug 16, 2005 2: 25pm THE BLUFFS HARIIISON STR££T C.T. 02-18 • • LLOYD 8. HUBBS /..¢~£ 12-31-05 CITY ENGINEERTE PROJECT NO. DRAWING NO. C.T. 02-18 426-8 Xrefs: 01221: 01227UTL: 0122PRO: 0122map: 0122UTL: 0122GRD: 0122TP01: 0122STR CD 0 ,, ...., CD J 13 o' 5' 20· -----,a· SCALE: 1" = 20' C4lJTlON !! CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EX/SllNC VllUTlES IN THE RELO PRIOR TO CONSTRVCTlON! ' T ... .. \ i· t 1 1 . i 15 16 s PLAN: AOAMS STREET "AS-BUILT DESIGNED BY: C.0.,K.0.,J.T. DATE: HOV. 200-4 0 / '~:? DRAWN BY: J.S •• C.f. SCALE: "5 SHOWN j., llltJ, " PROJECT "4GR._· ~G-=0·~-JOB NO.: 01-1022 V"'f '1 ---;c;C-O"'°'N.-.-----.S,=----,U.-------.L----,cTc-'/,N"'Trss:-1--------------1 P .E. 3Zollf EXP ll/'S~/o,f 2710 Loker Avenue West Suite 100 Corlsbad, California 92010 760 931 7700 Fox: 760 931 8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: REVIEWED BY: t2,/ '2~ DATE: RCE: INSPECTOR "'! SCALE: I" = 20' " (JUN.µ ~ l,•tJ• DATE t,.../2~r: DATE BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: RECORD FROM: ELEVATION: CARLSBAD 81. IO . .t R.R. BR/OGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL COUNTY BENCH LflflS (NO. COUNTY ITT?T. CONTROi. DATA) PACE 136 20.(),I 17 1 2 J Berm ·•-,·· 1---EXISTING ST. LT. TO BE REMOVED. ~~~ POWER Pol:£ TO BE RELOCATED PER DIRECTION OF SOG&:E. CURB DATA DEL1 BEARING RADIUS LENGTH REMARKS N 22V1'11" W 50.00' 6" AC BERM N J5TJ6'25 W 50.00' • • N 25'08'510" W 50.78' • • NOTE!! SEE SHEET 28 RJR SICNAGE .t STRIPING Pt.AN NOTE!! El£CTRON/C OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ VSEO FOR HORIZONTAL OR VERTlCAL SVRIEY CONTROL I SHgEET I CITY OF CARLSBAD I----J--+---------------i--,--r----r-7 ENGINEERING DEPARTMENT t===j===j~========================~====+===+===~===~ IIIPHOYE/l£NT Pl.ANS FOR: TH£ BLUFFS I -------jf----+-------------------jr---l--l-l-l A/JAJIS STTi££T C.T. 02-18 r-l----l--+----------t---t--,1-, ~=====-==============; DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL G: \011022\0122109.dwg Aug 16, 2005 2:29pm Xrefs: 01221: 01227UTL: 0122MAP: 0122PRO; 0122STR: 0122TP01 I I I I I I I I ' l ' .l ]-t --. I C 'i: , ' "'i ,,---20• WARP FROI.I OX CROSSFALL TrJ 2X TIP. TrJ ACCO/.fOOATE CVRB RETIJRN PROFILE l I t j "' ... ~ 0 < '< V "' "' <I) ... ~ "i -'II, -------·· , "" ----· --.. ·---' ! oo• •--~--• "'"" "·-· -"'" ...... .-... ----.. .,. --,_., --·- ..J ~ V\ I!!, "' Q. ~ > ~ <:>: ... '-.J --· ··-" "" ......... ··--·-· -·------~,. ' ' " ' ' ' .. ' '" -' ' CENTERLINE DA TA NO DELTA BEARING RADIUS LENGTH I N 28V8'56" W 206.37' 6" rtPE •c• C/JR8 .t GIJT!ER RADIUS LENGTH N 28V8'56' W 290.84' t:,. -65V5'25' /,1,50' 16.47' t:,. = 65V5'o.J' 28.00' 3/,81 N 28V8'34 W 207.29 2 t:,. -53'50'42' 10.00' 9.40 • • 3 t:,. -53'50'21' 50.00' 46.98' • • 4 N 28V8'34 w 28.20 • • 5 t:,. -90VO'OO' 6,00' 9.42' • • 6 t:,. -90VO'OO' 6.00' 9.42' • • 7 N 28V8'34 w 15.76 • • 8 t:,. -90VO'OO' 3.00' 4.71' 6' PCC CVRB 9 N 61'51'26 E 20.()() • • 10 N 28V8'34 w 35.50 • • 11 N 61'5/'26 E /1,()() 6' PCC C/JRB • • ~ I ~I ~+ '<:C~ -_,,.----+-r _-____ L~~---L S/JBO/',f~ f!!XJNOARY-::::,._ _ :4gf1itfH£"fffl "' ... 12 II 13 ,,, 15 N 28V8'34 w 31.00 N 61'51'26 £ 30.93 • • t:,. = 94 "46 '.J2 • 3.00' 4.96 • • t:,. -8573'28' 2200' 3272' 6' rtPE 'G' CVRB .t GIJT!ER ~~ ~tb ~({) ~I I I <l, I I I I I I ~ 10 00 ~ I I :a,; ~ ~ I ill ~ ~ ~ ~I ~ ill I : "' (3 "' ~ "' ,.. "' ~ ~ lil NOTE: o· s· 20' FOR POR(](JS PA ~ENT SECTlON SEE DETAIL ON SHEET 3 -----10' 40' SCALE: 1" = 20' i ~ ~ ~ (3 ~ --•=i=;:,~~. ' -~ ,;;t --:.. <>; !.! ~~ !.! "" ~ ~ ~ I ~ ~ ~ ~ ! "" <o ~ ~ ~~ ~I ~ ill ill N ki N (3 "' rs: "'I !'< ~ !<l \ I I I ~ 1 ~ lil -Cl r--,=--1 :a,; Yi bs ~ Yi "' :a,; -w -:a,; Cl: ~ "i ~ ~ ~ -II, ~ ~ ~~ ~1 ~ I ~ "" 'II, i.:: i.:: 9:l <::l \ "' ill (3 ~~ ~~ ~~ "' ' Cl: 3 V, 3 V, !.! ~ ~ ~i ti, (3 ~ bs ! !.! !.! :a,; ~ ,. s, "' ~ ~ ::: ' ~~~;::; t;:~ Cl: -"' ~-~ ~ ~ lil 'Ill "' ,.,, ~ ~ ... ~ ~ ~ ~ ,,,. "' ~ ~ -~ ., ~ -~ ~ ~ ~ J I t.;r:, 8:1 !'< -II, ~ "' ~ ~<., ~ lg ~ lll !<l ;;J 'Ill ~ !!:! ., ~ <o ' "'~ ,;, ~~ "' " "' ~ ~ ~ ~ (3 ~ (3 ~~ ~t;;:g ~ ;~ ~ -!<l -;:,; ,. ~ ~ .:t; ~ ~ ,. "" ~ "' ~~ "' " "'K. "" -':;:~ ~ ~ ,::!; ;;!; ~ ;;!; lil ;;!; ~ ~ -Cl -lil ---Cl NOTE!! All SIJRFAC£ II.IPROl£1.1tNTS SHOWN ON THIS SHEET FOR THE PR/VA TE STREET (E.G..· PA"1N6; CVRB, GIJTTER, SIGNAGE; STRIPING; PARKING; ETC} ARE PRIVATELY OWNEIJ ANO I.IAINTAINEIJ BY THE HO/,/EOWNERS PLAN: BLUFF VIEW WA Y(PVT,) ASSOC/A llON FOR THIS Ofl,fl,OPl.ltNT. IJNOERGROIJNO POTABLE WA 1Ell ANO SANITARY SEWER SYSTEAI SHOIIN HEREON ARE AIAINTAINEIJ BY THE CITY. THE STORI.I DRAIN SYSTEI.I SHOIIN ON THIS SHEET IS PR/VA TEL Y 0/INEIJ ANO I.IAINTAINEO BY THE HO/,/EOIINERS ASSOC/A 7/0N. SCALE: 1• = 20' "AS-BUILT 0 ~~ DESIGNED BY: C,0,,K,D,.J,T, DATE: NOV. 2004 ,/ ~ DRAWN BY: J,S .• C,F, SCALE: AS SHOWN J., /A t/1 q.~,, __ C_O_N_S_U~~L~T~~,N'c--cT~S~-~P_R_OJ_E_cr_M_G_R_,·"=.=G_,o:===-J-o_s_N_o_.,_0_1_-_10_22_-, P,E 3ui; EXP, L1/-fl;l~,'i 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760 9J1 8660 Ci..-il Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: ReE:?a -t=- RCE: INSPECTOR " (G , I~ te:?8 DATE NOTE!! SEE SHEET 20 FOR SEWER ,t WATER. SEE SHEET 28 FOR SIGNING ,t STRIPING. SEE 0/IG. 426-BA FOR STORI.I DRAIN. BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: BRASS CAP STAAIPEO OC 155 CARLSBAD Bl ',O, d' R.R. BRIOCE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL COIJNTY BENCH LEl£LS (Na COIJNTY 1£RT. CONTROL OATA} PAGE 136 20,04 ,_ , , V, V, 27' CEM ,IL IJ7/UTY ACCESS r ASlMtNT ~\ ~,\ ~~~ o; !!:! II, "' (3 ~ ~ Ill:!"" ~ ,;, ~ ,;, ~ ~~ ~ ·~ • ' Vi @s ~ --.J V) I Bl/JFF "1EW WAY 5 LORETTA LANE • 6' TrJ 1• CVRB FACE TRANS/llON •• I' OEPRESSEIJ CVRB FACE PER SORSIJ G 14 16 t:,. -61'21'08' 17 I:!. -28"38'52' 18 N 28TJ8'34 w 19 N 28V8'34 w 20 N 28V8'34 w 21 t:,. -90VO'oo' 22 N 61'51'26 £ 23 N 28V8'34 w 24 N 61'51'26 E 25 t:,. -90VO'oo' 26 N 28V8'34 w 27 N 28V8'34 w 28 N 28V8'34 w 29 t:,. -90 VO 'oo' 30 N 61'51'26 E 31 N 28V8'34 w 32 N 61'51'26 E 33 N 61'51'26 E .J.I t:,. 61'2/'.JO' 35 t:,. -28"38'52' 36 N 28V8'56 w 37 N 28V8'56 w 38 N 28V856 w 39 t:,. -90VO'oo' 40 N 61'5104 E 41 N 28V856 w 42 N 61'5I 04 E 43 t:,. -90vo•oo· 44 N 28V8'56 w 45 N 28V8'56 w 46 N 28V856 w 47 N 2BV8'56 w 6.00 ' 6.42' • • 6.00' 3.00' • •• 105.25 • ... 3.00 • •• 3.50 • • 200' 3.14' 6" PCC CIJRB 18.00 • • 8.50 • • 18.00 • • 200' 3.14' • • 3.00 6' rtPE 'G' CURB .t GIJT!ER • 8265 • ••• 3.00 • •• 3.50' 5.50' 6' PCC CVRB /1,50 • • 8.50 • • 15.00 • 18.59 6' rtP£ 'G' C/JRB .t GIJT!ER 6.00' 6.43' • • 6.00' 3.00' • •• 8278 • ••• 3.00 • •• 3.50 • • 200' 3./.I' 6' PCC CVRB 18.00 • • 8.50 • • 18.00 • • 200' 3. ,.,, • • 3.00 6' rtPE "G' CVRB .t GIJT!ER • 82.00 • ••• 3.00 • •• 1.00 • • 1---+---+------------t---t----t----i----i I S1HEOET I CITY OF CARIBBAD I SH2EE8TS I ENGINEERING DEPARTMENT ~====-=====::::::::::::::::::::::::==:===:.=== DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IIIPROVEll£NT PLAHS FOR: DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY:~ CHKD BY: RVWD BY: G:\011022\0122I10,d wg Aug 19, 2005 11:39am TH£ BLUFFS C.T. 02-18 LLOYD B. HUBBS /~{" Cl1Y ENGINEERATE PROJECT NO. DRAWING NO, C.T. 02-18 426-8 Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD / o· 5' 20' -----1 o· 40' SCALE: 1 " = 20' CAIITIQN !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING IJTILITIES IN THE RELO PRIOR TO CONSTRUCTION! ·+ -·- 10 PLAN: WA VE AVE. {PV,:) SCALE: 1• = 20' DESIGNED BY: C.0 •• K.D •• J.T. DATE: NOV. 2~ DRAWN BY: J.S., C.F. SCALE: IS SHOWN PROJECT MGR.· G.0. JOB NO.: 01-1022 ~~-- 10 -·- t ' ........ r. ¥~'ff'!l~~:-'i=i=i~lftt=b· ·='jt:· ~ii r>"b-=1=4='-+=+~---+-=i=---+-'--+-4---'-+----+---+=r=t:,t ~--+-=t=~-+---+=+==t='F---lf----if----i--=t=f-'c-f--=r=tc-=1=-::t=-:t=ct-c-ctc--rcct=ca 11 CENTERLINE DA TA DELTA BEARING RADIUS LENGTH I N 61'51,!6' £ 2 N 28V8'#' W WAY 10 49.00' 12123' CURB DATA DELTA BEARING RADIUS LENGTH REMARKS I N 61'5/'/6' £ 8.50' 6' PCC CURB 2 N 28V8'4,f W 2100' • • 3 6 = 90'00'00' 200' l/4' • • ,, N 61'51'16' £ 8.24' 6' rrP£ •c• CVRB ct C/JTTER 5 N 61'51'16' £ 5.07' 6' PCC CURB 6 N 61'51'16' £ 5.52 • • 7 6 = 90'00'00' ,f,00' 6.28 • • 8 N 28V8'4-f' W 2a88' • • 9 N 61'51'16' £ 8.50 • • 10 N 28'08# W 18.00' • • II 6 = 90'00'00' 200' J./4' • • 12 N 61'5/'/6' £ 9.09' 6' rrP£ •c• CURB ct C/JTTER 13 N 28'08'#' W 29.80' • • /,f 6 = 90UO'OO' 200' l/4' 6' PCC CURB 15 N 61'5/'/6' £ 18.00' • • 16 N 28V8'# W 17.00 • • 17 N 61'51'16' £ 18.4 • • 18 6 = l/6"4,f'04' 1.00' 204' • • 19 6 = 6315'47' 6.00' 6.62 6' rrP£ •c• CURB ct C/JTTER 20 6 = 6514'55' 6.00' 6.8.J' • • 21 6 = /f,1¥5'/5' 200' 4.01 6' PCC CVRB 22 N 61'51'16' £ 17.63' • • 23 N 28V8'# W 4250 • • 24 N 61'51'16' £ 2aoo • • 25 N 61'5/'16' £ 126' 6' rrP£ •c• CURB ct C/JTTER 26 6 = 90UO'OO" 200' lf,f' • • 27 N28'08# W 2100 • • 28 N 28'08'44 W 121.50 6" PCC CURB., 29 N 61'51'26' £ /J.00' 6' rrP£ •c• CURB ct CUTTER JO N 61'51'26' £ IJ.00' • • " 1• O£PR£SS£O CURB FACE PER SORSD C-/,f PLAN: SANO COVE WAY {PVT,) NOTE!! ALL SURFACE IMPROV£1,f£NTS SHOIIN ON THIS SHEET FOR TH£ PR/VA TE STR££T {E.G.: PA'4NG, CURB. GUTTER. SIGNACE, STRIPING, PARKING, £TC} AR£ PR/VA TEL Y 01/NED ANO MAINTAINED BY TH£ H{)l,(£01/NERS AS:5'00A T/ON FOR THIS 0£V£10PM£NT. UNOERCROUNO POTABLE WA l£R ANO SANITARY SEHER SYST£N SHOIIN HEREON AR£ MAINTAINED BY TH£ CITY. TH£ STORA/ ORAIN SYST£N SHOIW ON THIS SHEET IS PR/VA TEL Y 01/NED ANO MAINTAINED BY TH£ H()l,(£0/WERS ASSOC/A 110N. "AS-BUILT " BENCHMARK: DESCRIPTION: BRAS:5' CAP STAMPED OC 155 SCALE: 1• = 20' NOTE: FOR POROUS PA VEAIENT SECTION SEE DETAIL ON SHEET J NOT£!! S££ SHEET 21 FOR SEHER ct WA l£R. S££ SHEET 28 FOR SIGN/NC ct STRIPING. SE£ 0~ -f26-8A FOR STORM DRAIN. NOTE!! ElECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE IJSEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROi. t-----J---+------------j-----t-----t----t-----1 I SH1E1ET I CITY OF CARIBBAD I SH2EET8S I ~=='..===::::E::N:::G::IN:::E::::E::Rl::N:::G=D:::E::P=A::RT=M::E::N::T===--'==:::::::::::~ l"PHOYEV£NT PLANS FO/i: THE BLUFFS C.T. 02-18 4t,..,,~ e------------------1 P.E. Jl,.ol"I LOCATION: CARLSBAD BL VO. ct R.R. BR/DC£ 9' £AST OF CENTERLINE OF TRACKS ON CONC. BAS£ OF SllfTCH BOX SIGNAL APPROVED6Y LLOYD 8. HUBBS L;;t,l,(o5 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax; 760 931 8680 Civil Engineering Planning Processing Surve~ing ENGINEER OF WORK: DATE: RCE: REVIEWED BY: /4~A INSPECTOR t,,/2,/4, DATE RECORD FROM: COUNTY BENCH LEVELS {NQ COUNTY ITT?T. CONTRa DATA) PAC£ 136 ELEVATION: 20.04 DATE INITIAL ENGINEER OF WORK 12-31-05 CITY ENGINEER D TE REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. C.T. 02-18 DRAWING NO. 426-8 G:\011022\0122111.dwg Aug 19, 2005 11:40am Xrefs: 01221: 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD ..... ..... 0 "'Tl t-.) 01) ) 10 20· ---- -1 O' 40' SCALE: 1" = 20' NOTE!! ALL SURFACE IMPROVEMENTS SHOIH\/ ON 11//S SHEET FOR THE PR/VA TE STREET(£ G.: PA f/NG, CURB, GUTTER, S/GNAGE, STRIPING, PARKING, ETC) ARE PR/VA TEL Y OIH\/ED AND MAINTAINED BY THE HOAIEOIH\/ERS ASSOCIATION FOR THIS DEVELOPMENT. UNDERGROUND POTABLE WA TER AND SANITARY SE~R SYSTEM SHOIH\/ HEREON ARE MAINTAINED BY THE CITY. THE STORM DRAIN SYSTEM SHOIH\/ ON THIS SHEET IS PR/VA TEL Y 0/H\/ED AND MAINTAINED BY THE HOMEOIH\/ERS ASSOCIATION. C4lJTION !! ca/TRACTlR TO ',£R/f'Y THE EXACT LOCA Tlaf fF £XJSTING UTILITIES IN THE flElO PRIOR TO fXWSTRUCTlaf! 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying 11 h..: -...J "' -..J ff. Cl( ~ o? ~ "' "' i---- [!'; r:,:: .._ ,1:: ~~ bj~ ~~ ""~ Gi-....~ <>; ,1:: "' ~~~ ~ ts c::i ~~V) r:,:: "" "" PLAN: LORETTA LANE (PVT) SCALE: 1• • 20• DESIGNED BY: C.0.,l(.D . .J.T. DATE: NOV. 2004 DRAWN BY: J,S.. C,f. SCALE: AS SHOWN "AS-BUILT PROJECT MGR ._· ~G=-P~---JOB NO.: 01-IQ22 l, '""f ~ ..._ ____________ _. P.E. 3l.&> EXP. r~h/ot, REVl~D BY: V-✓4z: ENGINEER OF WORK: DATE: RCE: INSPECTOR I ..,_ ,§:: "' "" "' -... " " DATE t/2~?' DATE . ru 12 ~ "- BENCHMARK : I I I I DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD BlvV. & R.R. BRIDGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA} PAGE 136 ELEVATIO N: 20.04 13 CURB DATA CENTERLINE DATA NO BEARING RADIUS LENGTH REMARKS l J+ ; •~+12.64 LORETTA LANE = 14+85. 13 ADAMS ST. r--'1'1,-,:1 -----5-a 'tNTERSECTION · 1/ DRIVEWAY PER GS-20 RADIUS LENGTH 148.58' 162.56 ' NOTE.'! I 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 11 18 19 20 21 N 61"5l'.26" E N 61"5l'.26" E "'= 9ovo·oo· N 28V8'.J4" W N 61"5l'.26" E N 28V8'.J4" W t;. = 90VO'oo" N 61"5l'.26" E N 59'18'08" E N 61"51'.26" E t;. = 90V0'27" t;. = 89"59'.28" N 61"51'.26" E t;. = 90VO'oo" t;. = 10°52'43" t;. = 11"27'33" N 61"5!'.26" E N 61"5l'.26" E N 61"5l'.26" E 3.00' 3.00' 20.00 ' 20.00' 15.00' 15.00' 15.00' 15.00' ' 6" TO /" CURB FACE TRANSITION 24. 00' 6" TYPE "G" CURB & GUTTER 31.27' 13. 71' 4.11' • 17.00' 34.00' • 17.00' 4.11 ' ,, ,, 17.02' • • 21.50' 96.58' 31.42' ,, " 31.4/' 97.07' 23.56' " " 18.56' • • 3.00' • 2.01' • • ,, 12200' " ,, ,;,; 3.00' • • , 2.00' " /" DEPRESSED CURB FACE PER SDRSD G-14 NOTE: RR PaiOI.IS PA ',CJ,1£NT SEC»af SEE OETA/l a.I SHEET J NOTE.'! SEE SHEET 22 FOR SE~R & WATER. SEE SHEET 28 FOR SIGNING & STRIPING. SEE Dlll'J. 426-BA FOR STORM DRAIN. B.ECTR(NC OATA FD.ES AR£ Ft:R REFER£NC£ fN.Y ANO AR£ NOT TO BE USED Ft:R f((RIZa.lTAL fR 'rCR llCAl SUR'tCY ca/TRa. ~ CITY OF CARI.BEAD I SH2EET8S I t---+-----t-----------------+---+-----tl-------t---t Ll1.__j ENGINEERING DEPARTMENT 1---+-----t-----------------+---+-----tl-------t----l DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION lllflfiO~ /IWiS FO/f: DATE INITIAL OTHER APPROVAL DATE INITIAL CITY .APPROVAL APPROVED .:1.t' DWN BY:~ CHKD BY: RVWD BY: G: \011022\0122112.d wg Sep 19, 2005 3: 13pm THE BLUFFS C.l 02-18 LLOYD B. HUBBS /¢J:"o !(' CITY ENGINEER TE PROJECT NO. DRAW ING NO. C.T. 02-18 426-8 Xrefs: 01221; 0122PRO; 0122map; 0122UTIL; 0122STR; 0122GRD; 01227UTL; 0122TP01 I 10 1o+OO.OO A/OAN C/Ra.E o· 5' 20' -----10' 40' SCALE: 1 • = 20' ...... .,.,., .... . ! .. ·:·.· · .. ...... ::+·· ff lu --1 C, CI Q> < <,: ~ I ~ ~ ~ 0 ~ ~ ~ ~ ~ ~"' ~ ~ ~ ~ ~ I ~ ~ ~ ~ I [li! ~ "' "' [li! I "' ~ "' [li! "' ~ ~ !<i ~ --"' ~ 15 " i ~ ~ ~ ~ ~ :! ~ ' ;,s , ~ 3 i en 3 i:!i i:!i ~ [li! ~ ~ ~ ~ ~ ~ ~~ ~ "' ~ .:t ~ .:t -- NOTE!! All SURFACE IMPRO',fJ,IENTS SHOHfv ON THIS SHEET FOR THE PR/VA TE STREET (EG.: PA~NG; CURB, G/JTTER, SIGNACE, STRIPING; PARKING; ETC) ARE PR/VA TEL Y OHfvEO ANO MAINTAINED BY THE H()l,(EOHfvERS ASSOC/AllON FOR THIS OElflOPMENT. UNOERGR()(JNO POTAB/£ WATER ANO SANITARY SE/lff SYSTFJ.( SHOHfv HEREON ARE MAINTAINED BY THE CITY. THE STORJI ORAIN SYSTFJ.( SHOHfv ON THIS SHEET IS PR/VA TEL Y OHfvEO ANO MAINTAINED BY THE H()l,(EOHfvERS ASSOC/A llON. t---1 ~ ~ .... .... "' a "' li2 <d ~~ I::: I::: .J Oil {I ~\ \ ~i) en i:!i ~ ~ [li! ~ ~ li2 Ill ~ ;,e "i ... ~ ... ~ (;:, ... :! ~:::: ::: 0, ~~ NOT£: FOR POR(){JS PA VEIIENT SECllON SEE OETA/l ON SHEET 3 DESIGNED BY: C.O •• K.D • .J.T. DATE: NOV. 2004 "AS-BUILT " l. 13 ---1.--. , T'rPE '8' CURB INLET r;==~10• CURB FACE \ 6" CURB FACE --f-_.Jc...;_.;;...;.J!...._4.;.;..;.;,£;-""""-- ' ... ,,_, 5' ,f.' DETAIL: MOO. GUllER DEPRESSION NO SCA/£ BENCHMARK: DESCRIPTION: BRASS CAP STAMPED 0C 155 DRAWN BY: J.S., C.F. SCALE: 1'S SHOWN J ,II~ ;:{;. 01 1022 /4:2..,t= V' --..~.U.<18 PROJECT MGR.-· ~G=.O~. __ JOB NO.: - t-----------------i P.E.3Uu y EXP f1;/~/o8 DATE LOCATION: CARLSBAD BLW. .t R.R. BR/OGE 9' [AST OF CENTERLINE OF TRACKS ON CONC. BASE OF S/l,ITCH 80)( SIGNAL 2710 Loker Avenue West Suite 100 Carlsbad, Colifomia 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Plonning Processing Surveying ENGINEER OF WORK: DATE: RCE: REVIEWED BY: ~~-t::= SPEC OR RECORD FROM: COUNTY BENCH lflflS (NO. COUNTY '£RT. CONTROl OA TA} PAGE 136 ELEVATION: 2QO-I "'_\" ,';,; .. ~:~ 3 1/l 3 ~ 1ili '--< ~ ~ ~ ~ ~ ~ :;1l ~ "'l !<i <a " ~ ;j; ;j; --" 14 I I ··.:·.:r, . .. . .... !. . . t.. CENTERLINE DA TA NO DELTA BEARING RADIUS LENGTH 1 N 28'0729" W .165.64' 1aoo' 3,t.,Jfi Nomi SEE SHEET 23 FOR SEllff .t WATER. SEE SHEET 28 FOR SIGNING .t STRIPING. SEE 01/G 426-BA FOR STORM ORAIN. CURB DATA NO DELTA BEARING RADIUS LENGTH REMARKS 1 N 28'07'29" W 5.21' 6" TYPE •r;• CURB .t G/JT7EJ? 2 N 28'01'29' W 3.00 • •• 3 N 28'07'29 W 82. oo' • ••• ,, N 28'07'29' W 3.00' • •• 5 N 28V729 W 3.50' • • 6 6 = 90VO'oo' 2.00' 3.14' 6" PCC CURB 7 N 61'52'31' E 18.00 • • 8 N 28V7'29 W 8.50' • • 9 N 61'52'31' E 18.00' • • 10 6 = 90VO'oo' 2.00' 3.14' • • 11 N 28V7'29' W 3.00' 6' T'rPE •r;• CURB .t G/JTTER• 12 N 28'0729' W 103.00' • . .. 13 N 28V7'29 W 3.00' • • • 14 N 28V729' W 1,1,31' • • 15 6 = 90VO'oo' 3.00' ,f., 71' 6 PCC CURB 16 N 61'52'31' E 17.00 17 N 28V729' W 17.00' • • 18 N 61'52'31' E 17.00 • • 19 6 = 90VO'oo' 3.00' -1.71 • • 20 N 28'0729' W 28.00' 6' T'rPE •r;• CURB .t G/JTTER 21 6 = 90VO'oo' 3.00' -1.71 6" PCC CURB 22 N 61'52'31' E 17.00 • • 23 N 28V7'29' W 25.50' • • 24 N 61'52'31' E 17.00 • • 25 6 = 90VO rxJ' 3.00' ,f., 71' • 26 N 28V7'29" W 53.59' 6' T'rPE r;' CURB .t G/JT7EJ? 27 6 = 04V7-IO' 82.00' 5.91' • • 28 6 = 02'05'46' 82.00' 3.00' • •• 29 6 = 21'53'40' 82.00' 31.33' • ••• 30 N 28V7'29" W 91.9 • ••• 31 N 28'0729' W 8a68 • ••• 32 N 28'0729' W 3.00 • •• 33 N 28'0729" W 3.50 • • 3-1 6= 90VO'oo" 200' 3.14' 6' PCC CURB 35 N 61 '52'31' E 18.00 • • Jo N 28'07'29" W 8.50 • • 37 N 61'52'31" E 18.00 • • 38 6 = 90VO'oo' 2.00' 3.14' • • 39 N 28'01'29" W 3.00 6" TYPE 'r;' CURB ,t GIJTTER• -10 N 28V7'29" W 99.00 • ... • 6' TO 1' CURB FACE TRANSITJON •• 1' OEPRESSEO CURB FACE PER SORSO G-1-1 t---t---+------------+--+-----lf------1------l I S1HE3ET I CITY OF CARLSBAD I SH2E8ETS I ENGINEERING DEPARTMENT ;=IAIPRO====n::::..::'£NT=Pt.A=NS=FOR:=. ======='--'==::::::: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED t1Y DWN BY:~ CHKD BY: RVWD BY: G: \011022\0122113.dwg Aug 19, 2005 11: 43om TH£ BLUFFS C.T. 02-18 LLOYD 8. HUBBS /3.h 1(.o S' -31-05 CITY ENGINEER 7o E PROJECT NO. DRAWING NO. C.T. 02-18 426-8 Xrefs: 01221; 01227UTL; 0122PRO; 0122mop; 0122UTL; 0122STR; 0122GRD ; 0122GTXT . . . I I I I o· s' 20' --- -10' 40' SCALE: 1 ' = 20' CAVTION II CONTRACTOR TO VERIFY THE EXACT LOCATlON OF EXISTlNC UTlUTlES IN THE RELO PRIOR TO CONSTRUCTlON! . r ·r ' 1,,,. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760 931 8680 "' .... ' -'II> Civil Engineering Plonning Processing Surveying -., ~ ~ ~ °" ~ ~ ~ "" I( C ~ ~ = i ~ / ' I ~ . ----3' ~ ·" " ' ~ -<a N "" ~ DESIGNED BY: C.0 •• K.D.,J.T. DATE: NOV. 2004 DRAWN BY: J.S., C.F. SCALE: IS SHOWN ~ Cl, --~ ~ PROJECT MGR.~· _G~.0~. -~ JOB NO.: 01 -1022 . SCENIC WAY {PVT) .·'££ SHEET ! . ~ U E •. t1, ;{r;f55£ASfJJ 16 .~ "-:.)'~ .. t· --· .-t j • ?• ~tinmfumm:.JI/ I v';:c~• =~ ;-- \,j ~ i l \,j ~ ::,; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ <!; ~ iil ~ ~ ~ o-; ;., N ~ :)l ~ "" ~ ;: ~ '.;! .;!; .... ~ ~ ~ ;j; ~ ~ 0:, --0:, PLAN: AIDAN CIRCLE {PVT) SCALE: 1• = 201 "AS-BUILT " BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 1-----------------t P.E. 3/Al'f LOCATION: CARLSBAD BL',O . .t R.R. BR/OGE 9' £AST OF CENTERLINE OF ll?ACKS ON CONC. BASE OF SIIITCH BOX SIGNAL ENGINEER OF WORK: DATE: RECORD FROM: COUNTY BENCH L£'1£/.S {NO COUNTY ITT?T. CONll?OL DATA) PAGE 1J6 RCE: IN SPECTOR ELEVATION: 200-1 TYPE i,• CIJRB INLET r;==";;;i.10• CURB FACE ==="-'~~..=.;.4=5~•=cuRB~CE+ .... J' 5' J' 1 t,. -51VO'olJ' 2 N 6479'26' £ J t,. -J6VO'JJ' ,I t,. -J8'-16'24' 5 t,. -00'59'58' 6 t,. -06V0'08' 7 t,. -00'59'58' 8 t,. = OS'OJ'51 • 9 N 6479'26 £ 10 t,. -51'25'5o' 11 t,. = 02V5'46' 12 t,. -02'51 '28' I l CURB DATA RADIUS LENGTH REMARKS 58.00' 51.6J 6' TIPE •c• Cl/RB ,t GUTTER J250' • • 148.00' 9J.01 • • 17200' 116.-IO • . .. 17200' J.00 • • • 17200' 18.02' • • 17200' J.00' • •• 17200' 15.20' • ... J250 • ... 82.00' 77.90' • ... 8200' J.00' • • • 82.00' ,I, 09' • • • 6' TO 1• Cl/RB FACE ll?ANSlllON ,. !' 0£PR£SSET) Cl/RB FACE PER SORSD G-14 NOTE!! CENTERLINE DATA 1 2 J DELTA BEARING RADIUS LENGTH t,. = 5925'51' N 6-179'26' £ t,. -251'50'18' 7000' 726/' J250 16000' f,/4.16' ALL SURFACE IAIPROffMENTS SHOHN ON THIS SHEET FOR TH£ PRJVA TE Sll?EET (£G.: PA',fNG, CIJRB, WTTER, S/GNAGE, Sll?IPING, PARKING, £TC) AR£ PR/VA TEL Y OHNED AND MAINTAINEO BY TH£ HOAIEOHNERS ASSOC/A llCX'I FOR THIS 0£1,fl.OPMENT. UNOERGROIJNO POTABLE WATER ANO SANITARY SEllf:R S'ISTEAI SHOHN HEREON AR£ AIAINTAINEO BY TH£ CITY. DETAIL: MOD. GUTTER DEPRESSION TH£ STORM DRAIN S'ISTEAI SHOHN ON THIS SHEET IS PR/VA TEL Y OHNEO ANO MAINTAINED BY TH£ HOAIEOHNERS ASSOC/A llON. NO SCALE NOTE: FOR POR()(JS PA VEMENT SECTlON SEE DETAIL ON SHEET J NOTE!! SEE SHEET 2-1 FOR SEWER ,t WA 1£R. SE£ SHEET 28 FOR SIGNING ,t Sll?IPING. SE£ Ol+rl. 426-8A FOR STORM DRAIN. NOTE!! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SIJR'vf:Y CONTROL l---+--+--------------+--+---f---+-----II S1HE4ET I CITY OF CARLSBAD I SH2E8ETS I '.:==::::::::'...':::::=:::::::E:::N:::G:::IN:::E:::ER:::l=NG:=D:::E:::P=A=RT=M=E=N=T==::...:==::::::: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVDl£NT Pl.ANS FOR: DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY:~ CHKD BY: I RVWD BY: G: \011022\0122114.dwg Aug 19, 2005 11: 44am TH£ BLUFFS C.T. 02-18 LLOYD B. HUBBS / Qlf• S 2-31-05 CITY ENGINEER D TE PROJECT NO. DRAWING NO. C.T. 02-18 426-8 Xrefs: 01221; 01227U1l; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD J o· 5' 20· ---- -1 o· 40' SCALE: 1" = 20' C.AlJTIQN !! caiTRACTOR TO VERIFY TH£ EXACT LOCA 1lar fT EXISTING 1/Tll/TlES IN TH£ RE1D PR/a? TO caiSTRt/Cllai! 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-9.31-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying 17 2 4 ;+.....:~ .:. ----- "' " ~ ' A. t \., PLAN: AIDAN CIRCLE (PVT) SCALE: 1• ,_ 20• "AS-BUILT DESIGNED BY: C.0.,K.D . .J.T. DATE: NO'I. 2004 " DRAWN BY: JS .. C.F, SCALE: JS SHOIN I-, ~// 'L1:... PROJECT MGR.~· =G,=Q, __ JOB NO.: 01-1022 4,f,',/1 . (Y '""'( >------------------1 P.E._;>u;y EXP t-;,l,/118 DATE ENGINEER OF WORK: REVIEWED BY: 42,/«74; DATE: RCE: INSPECTOR c./4,,, /,,, r'. DATE ' 18 --➔ 1- l8+20.03 AIDAN CIRCLE 11+50.08 LORETTA LANE QO+m _7 _ r -tf-+-t---~l---1-~::,,....EXJST/NG LOCUST STREET VACA TED PER STV 04-06 (40' GENERAL UT/L/TY EASEMENT RESERITTJ) BENCHMARK: DESCRIPTION: BRASS CAP STAMPED DC 155 LOCATION: CARLSBAD BL~-&-R.R. BRIDGE 9' EAST OF CENTERLINE OF TRACKS ON CONC BASE OF SIii TCH BOX SIGNAL RECORD FROM: COUNTY BENCH LEl£LS {NO. COUNTY '£RT. CONTROL DATA} PAGE 136 ELEVATION: 20.04 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CURB DATA DELTA BEARING RADIUS LENGTH REMARKS I t, = 347/'/)9" 11800' 70.41' 6" TYPE "G" CURB &-GUTTER 2 N 28'08'34" W 2880' 3 N 28'08'34" W U.79' 4 t, = 22¥7'50" 14200' 56.50' 5 t, = 88¥8'52" J.00' 4.65' 6" PCC CURB 6 N 85'50'24" E 1203 7 t, = 6'51 '37" 157.00' 1880' • • 8 N 8777'59 w 1203 • • 9 b. = 88¥8'52" J.00' 4.65' 10 t, = 04'54'17" 14200' 12/6' 6" TYPE "G" CURB &-GUTTER ff t, = 0172'38" 14200' J.00 • • • 12 t, = 02'.29'04" 14200' 6.16' 13 N 12'.2908 E 2218' • 6" TO 1• CURB FACE TRANSIT/ON " /" DEPRESSED CURB FACE PER SDRSD G-14 NOT£!! SEE SHEET 25 FOR SEWER &-WATER. SEE SHEET 28 FOR SIGNING &-STRIPING. SEE DIIG. 426-8A FOR STORA! DRAIN. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CENTERLINE DATA DELTA BEARING RADIUS LENGTH N 12'.29'08" E 22/8' !30.00' 9218' N 28V8'34 " W 55.80' NOT£!! ALL SURFACE IMPRDvf:MENTS SHOll1V ON THIS SHEET FDR THE PRIVATE STREET (E.G.: PA 'v1NG, CURB, GUTTER, SIGNAGE, STRIPING, PARKING, ETC} ARE PR/VA TEL Y 0111VED AND MAINTAINED BY THE HOIIEOll1VERS ASSOC/AT/ON FDR THIS DEvf:LOPMENT. UNDERGROUND POTABLE WA TER AND SANITARY SEWER SYSTEM SHOll1V HEREON ARE MAINTAINED BY THE CITY. THE STORM DRAIN SYSTEM SHOIIIV ON THIS SHEET IS PR/VA TEL Y 0111VED ANO MAINTAINED BY THE HO/,/EOll1VERS ASSOC/AT/ON. NOT£!! El.ECTRfNC OA TA FILES ARE FOR REFERENCE ON/. Y ANO ARE NOT TO BE I/SEO FOR HORIZaiTAl OR 1£/?llCAL SIJRl£Y caiTRCl llll'llOVDENT l'WiS FON: ~ L4J TH£ BLUFFS OWN BY: ~~'- CHKD BY:-'F,'l:;"-- RVWD BY: c.r. 02-18 LLOYD B. HUBBS 13/'¼_•5 CITY ENGINEER D E PROJECT NO. DRAWING NO. C.T. 02-18 426-8 G: \011022\0122115.dwg Sep 19, 2005 3: 32pm Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD I r I l=t~t~t~=j==t=!=t~tst:tj=j=1=!=t=t=t=t;tj=j=1=rt~-:--ftC:::-:-+r~t+tt~~t:::c-=c-t~t--jt_--+t;_t="_+ttccc-tc-:-_t~t--_-1f~;t-_ _,_f=t_'--'tj;j;j;j---t--t-t-tt-t-t-t-1=t=f=~=~J=1=1=1=1=t=t=tJtt.1=1=1=1=t=t=E3fj=J=1=1=t=t=tj:~J=J=1=i=f=t=t}f-;j~t~:~~~~:-~-~--,!··t·~-·¥'-:;:'f--'---\=+f=+=t·=·.t: ·=_t·==·t·_~-:t-~-~-'4--==-+=~¥'1=={.:-==~H~~d-~----±---=--:f,-~~-fc-=_:i-:--~-rc--++H I o' 5' 20· ----10' 40' SCALE: 1" = 20' CAUTION!! CONTRACTOR TO 1£R/FY THE EXACT LOCA llON OF EXISllNG /JllUllES IN THE REW PRIOR TO CONSTRIJCllON! r . j .. I r ; r-- -,--i...;"' c<I. .s,; ' l . i.:; . ·.t; --t---t--H---t-+-,-+-H-+--t--+-+-H-+--+-+-HHt!-+~+-H-+++-+-1---!--.++-~+-!~,1=_c'-l_ ~-~H-c+++-+-t-+=+++-+--l ' GRO;t/0 ~ f ~ j t-+.--+---+--+--+-t--+--+---+--+-+--+-+--+-+--+--+--+-. . 'RO WfJ 10 ' lo+OO. 00 POINT WA r =13+18.69 AIOAN CfR, I J" \" • 11 w CS) w s ~~ ' -,. " !,,j . """".. . ... . . -. . . ·-·-· --·-· -··~ --- -f-=-f=HH--+--+-+-+--+---+-+-+---+--ti~-l'if.:it--l---H---+~1ffi~4+__µ:;t~~l:"'-i=----'f=l=---H------l-=-+a=f_"'-__ f_~ ___ l=---.H------l---f__:_j:==l-4±=-1-==l==l=4----t=:E~R------l=:+=+:==!==c!==l= __ =_F __ =1_ = __ =r_= ___ =I-__ =+=+---+--+-+=-I 05 10 W) (s i. I, \ V . ".'. • l/+01.15 SCENIC WAY 11 CENTERLINE DA TA DaTA BEARING RADIUS LENGTH I N 61 '52'.JI' E 2 N 61'52'31' E 3 N 42'26'06' E 4 N 61'52'31' E 5 t,. = 40'36.37' 6 N 11'30'52 W 106./0' 3.J.95' 9.01' 46.24' 20.00' 14.18' 227' 2 3 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 21 28 29 30 31 32 33 3-1 35 36 -- CURB DATA DELTA BEARING RADIUS t,. = 66'36'4o' t,. = 0672'oo' N 61'52'31 E N 61'52'31' E N 61'52'.JI' E N 28V "29' W N 61'52'31' E t,. = 90VO'oo' N 28V7'29' W N 61"52'.JI' E N 28V "29 W t,. = 90VO'oo' N 61"52'31' E t,. =126'32'57' N 28V1'29' W N 61"52'31' E N 61"52:JI' E N 61"52'.JI' E N 42"26'06 E N 61"52'.J/ E t,. -28'50'16' t,. = 047 7'5o' t,. -22"4/'so' t,. =146"26'22' N 61"52'.JI' E t,. -90VO'OO' N 28V1'29' W N 61"52'.JI' E N 28V7'29' W N 61"52'31 E N 28V7'29' W N 61"52'31 E N 28V7'29' W t,. = 90VO'oo' N 61"52:JI E 1aoo' 1aoo' 1aoo' 1.50' 6.00 6.00 moo' moo' moo' 7.00' 200' 3.00' LENGTH REMARKS 11.63' 6' T'IP£ 'G' CIJR8 .t GUTTER 3.00' • • • 1.08' • • •• 8a16' • • •• 3.00' • • • 200' • • 24.00' 6' PCC C1JR8 as7' 6' T'IP£ 'G' C1JR8 .t G/JnER 236 6' PCC C1JR8 18.50' • • 65.00' • • 1-1.00' • • 9.42 • • 6.46' 6' T'IP£ 'G' C1JR8 .t G/JnER 13.25 • • 2-1.00 • • 200' • • 3.00 • • • 28.09' • • •• 9.01 ' • ••• 46.88 • • •• 20.13' • • •• 3.00' • • • 1585 • • 11.89' • 4.10' • • 3.1-1 6' PCC C1JR8 13.00 • • 8.00' • • 3.00 • • 8.00' • • 5.00' • 3-1.00' • • 17.00' • • 4.71 ' • • -1.37' 6' T'IP£ 'G' Cl/R8 .t G/JnER NOTE!! PLAN: POINT WAY &-SCENIC WAY {PVT,) NOT£: FOR POROIJS PAVEMENT S£CllON SE£ DETAIL ON SHEET J NOTE!! SEE SHEET 26 FOR SEllfl/ .t WA lER. SEE SHEET 28 FOR SIGNING .t STRIPING. SEE 01/t: -126-8A FOR STORM ORAIN. • 6' TO /' CIJR8 FACE TRANSll/ON •• 1• OEPRESSEO CIJR8 FACE PER SORS/J G-1-1 NOTE!! £1.ECTRONIC DATA RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ IJSEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROL All SURFACE IMPROm.lENTS SHOIIN ON THIS SHEET FOR THE PR/VA TE STREET (£C.: PA I/ING, CIJRB, GIJTTER, SIGNAGE, STRIPING, PARKING, ETC) ARE PR/VA TEL r 0/INEO ANO MAINTAINED 8 r THE HOl,IEOIINERS ASSOOA l/ON FOR THIS DEVELOPMENT. IJNOERGROUNO POTABLE WA 1lR ANO SANITARY SEIIFR SYSTEM SHOIIN HEREON ARE MAINTAINED er THE CITY. THE STORM ORAIN SYSTEM SHOIIN ON THIS SHEET IS PR/VA TEL r 0/INED ANO MAINTAINED er THE HOl,IEOIINERS ASSOC/Al/ON. . DESIGNED BY: C.0 •• K.0 .• J.T. DATE: NOV. 2004 DRAWN BY: J.S •• C.F. PROJECT MGR.· G.O. SCALE: M; SHOWN JOB ND.: 01-1022 "AS-BUILT f------------------l P.E. 3U//i' 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 fax: 760-931-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: REVIEWED BY: DATE: RCE: -Ld/4±- 1ifsPECTOR SCA/£: 1• = 20' " \.:r;; C l_9?tn8 DATE BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD 8L Ill} • .t R.R. 8R/OGE 9• EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SIHTCH eox SIGNAL RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROi. DA TA} PAGE 136 ELEVATION: 2a04 f-------jf----+-------------l-__j_ _ __j___L-__J ~ CITY OF CARLSBAD I SH2EE8TS I ~ ENGINEERING DEPARTMENT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPHOVDIENT PLANS FOH: DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVE OWN BY:~ CHKD BY: RVWD BY: G:\011022\0122I16.dwg Aug 19, 2005 11:45am THE BLUFFS C.T. 02-18 LLOYD B. HUBBS/¢¥..oS'° CITY ENGINEER TE PROJECT NO. DRAWING NO . C.T. 02-18 426-8 ~--------'~-------" Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD . I I i t I l-+-+-+--+-----1-+-+-+-+-+--+__Jf-+--+-++--+---+-f-+-+-+-+--+-----1-,,---!--+-+-+-+--+-----1-t-+-++-+---+-ff'lll -~,"ll";_f~~05f-f-t-+-+-t-1 -t--J-t-t-+-+-+-t--J-t--t-++-+-t-t-t-t-+-+-t-t-t-t-+-+-+-t--J-t-t-+-+--t--t--J7 1i7J;>iJ'.'~!'.'1---t--t--Jt-t--t-++-t--t-t-t-+-+-+-t--J-t-t-+-+-+-t--c-i-t-t-+-+-+-t--J-c--j=cj=cf-ccf--+-t-t-t-t-'+-t-t'--i~t-l 20' -----10' 40' SCALE: 1" = 20' CAlJT/QN !! CONTRACTOR TO ~/FY THE EXACT LOCA llON OF EX/SllNG UlllJllES IN THE RELO PRIOR TO CONSTRUCllON! . I "T 10 9+28.00 BEGIN 6' TYPE t'' CURB .t CUTTER t I \ 12+00 HARRISON STREET&; i-i=---vt..t.. .,_ -----~------------ ! 21 I "- 11 I lo+OO. 00 AIOAN ct, ANC. PT. :___ -/o+/8.00 (I /2.BJ' RT.' £NO CURB FACE TRANS. 10 15.41 () /,f.-lJ' RT.' e; BEGIN CURB FACE TRANS. 9+18.00 PCR BEGIN 6' CURB ~ Cl/ • ---------+-IJ+OO =12+62.51 HARRISON STREET i PLAN: AIDAN CIRCLE {PV,:) SCALE: 1• = 20' 2-18.68' 0 ~. A DESIGNED BY: C.0 .• K.D •• J.T, DATE: NOV. 2004 "AS-BUILT / ff :1 DRAWN BY: J.S .• C.f. SCALE: ,S SHOWN a PROJECT MGR.~· ~G=.0~·--JOB NO.: 01-1022 ""➔& __ C_O_N_S _U_L ~T-~ • ...,N~T~S-1--------------; PE. 3lPt</ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: R~-::>ak RCE: 3 014 INSPECTOR p,1 Xi TIM 10 . ·. ' ', '·,,-_ ·,,..,..._:_ • , • I ' -+-++---- ..... ~; '·. . I 6 - , lo+89.9.1 ti 2167' LT.. , , £NO CURB FACE TRANS. c;:;.. &\1.9. 10+89.08 0 20.80' LT. ENO CURB FACE TRANS. I r;; 1tJ+90.oo kR EXIST -i------.. ~ TO BE REMO I PER 0111,, 4 ,t E JI ,/o+89.55 0 22.06' RT. - --EMc>''O;..;CVRB FACE fltANS. 1o+8w o" .10· kfJ:' ~ BEGIN CURB, FACE TRANS. IO+Bo.00 PCR 30' /lfOE 'El/AL ACCES. 1+-.=1=--5-:-, -==--7hij-j:#~.t VT/llTY EASEMENT 15+00 10+-17.()() PCR ~HlfRR/${}N-. 'EET - SE£ SHEET 6 to+OO. 00 ifEW WA Y =15+11.25 HARRISON STREET i ~ 11 NOTE: FOR PORO/JS PA VEAIENT S£CllON SEE DETAIL ON SHEET 3 NOTE!! CURB DATA NO DELTA BEARING RADIUS LENGTH REMARKS I N 61'52'.JI' E 84,00' 6' rrPE •c• CURB tk CUTTER 2 N 61'52'.J/' E 50.00' • • 3 t,, = ,f973'59' 10.00' 8.59' • • ,, t,, = 1n1•19• ,aoo' 100' • •• 5 t,, = 23'3-1'41' ,aoo· ,f. 12' • ••• 6 t,, = OT35'.J/' 1000' 1.33' • ••• 1 t,, = 1n1'19• ,aoo• 100' • •• 8 t,, = 6573'/0' 10.00' 11.38' • • 9 N 61'52'.JI' E 3100' • • 10 t,, = 08'22'#' 10.00' /,,16' • ... II t,, = 1111•19• ,aoo' 100' • •• 12 t,, = 64'25'56' 10.00' 11.25' • • 13 N 61'52'.Jt' E 3100' • • • 6' TO 1' CURB FACE TRANSITION " /' OEPRESSEJJ CURB FACE PER SORSO C-/,1 CENTERLINE DA TA 2 N 61 '52'.J/ • E NOTE!! RADIUS LENGTH 102.00' 102.00' All SURFACE IMPROlfllENTS SHO/lfl ON THIS SHEET FOR THE PR/VA TE STREET (EC.: PA ifNG; CURB, CUTTER, SICNAGE, STRIPING; PARKING; ETC} ARE PR/VA TEL Y 0/lflED ANO MAINTAINED BY THE HOl,IEOllflERS ASSOC/A llON FOR THIS OE',ELOPMENT. VNOERGROIJNO POTABlE WATER ANO SANITARY SEWER SYSTEM SHO/lfl HEREON ARE MAINTAINED BY THE CITY. THE STORl,I ORAIN S'/'STDI SHO/lfl ON THIS SHEET IS PR/VA TEL r OWNED ANO MAINTAINED BY THE HOl,IEOWNERS ASSOC/A llON. NOTE!! SEE SHEET 21 FOR SEWER .t WATER. SEE SHEET 28 FOR SIGNING &-STRIP/NC. SEE 0111,, 426-BA FOR STORM ORAIN. RECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR ~llCAL SURVEY CONTRO/_ PLAN: VIEW WAY {PVT) SCALE: I'= 20' l-----1--t-------------1---+----+--+---l I S1HE7ET I CITY OF CARLSBAD I SH2EBETS I ENGINEE RING DEPARTMENT ~==='....==:========='-"==:::::: " 0 DATE ~/4.,./4,r DATE BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD Bl W. .t R.R. BR/OGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF S/lfTCH BOX SIGNAL RECORD FROM: COUNTY B£NCH LE'-f:LS (Na COIJNTY '.£RT. CONTR(X OATA) PACE 136 ELEVATION: 200-1 DATE INlTlAL ENGINEER OF WORK REVISION DESCRIPTION IVPfiOVDIENT Pi.ANS FOH: TH£ BLUFFS C.T. 02-18 LlOYD 8. HUBBS /¥y-o < 12-31-05 CIT'/ ENGINEER D E DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. C.T. 02-18 DRAWING NO. 426-8 G:\011022\0122117.dwg Aug 19, 2005 11:47am Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD ) I CAlJTION II CON71?ACTOR TO '.£RIFY THE EXACT LOCA TlON OF EXIST!NC l/T!Ull[S IN THE fl[ll) PRIOR TO CONSTRl/CllON! ··J .... ' . _. ....... _.._.r ..... . .. ·f DOST/NC 12'. WA/cR MAIN I EXISTING e·lsE~R MAIN!"' EXIST/NC 4• HP. GAS ~ I 10+10.00 0 5.86' RT. CH!NQ(JAPIN Alf: 10+05.85 0 to.00 LT. HARRISON ST. CONNECT TO EXIST. 12• WA lER MAIN CONST. 1 EA~ 12"x e• FlC'D TEE .t T.8. CONST. 2 EA~ 12" AIJAPTER COUPLINGS AC x C900 CONST. 2 EA~ 12• FlC x PJ G. V. 's .. CONST. 1 EA~ e• FlC x PJ G. V. CONST. 1 EA~ 2• 8.0. CONST. 2 EA~ 2• M.A.R. 10+00.00 HARRIS/ON STl?EtT =lo+00.00 CHINQ(JAPIN Arffl/JE Vall o· 5' 20· ---- -10' 40' SCALE: 1 • = 20' I I J, ----G I ·. tXISl F.H. TO REMAIN H'rDRANT d-.ASSEMBLYJO BE MOO/f/EO AS NECESSARY TO CfJRRENT CITY STANOAROS. s REMOff: .t REPLACE EXIST. ... 6" WATER MAIA/ W/ e• WAllJI MAIN (] . 0 PLAN: HARRISON STREET WATER MAIN REPLACEMENT SCALE: 1• = 20' -t .... . .... , . . i .. T .. ' EXIST. F.H. TO REMAIN H'rDRANT .t ASSEMBLY TO BE MOO/f/EO AS NECESSARY TO CfJRRENT CITY STANOAROS. . . Q ~· I . i. . · I I ... I .. . .... ,. NOTE.· 1 2 SEE SHEET 5 FOR SURFACE IAIPROVEAIENTS WATER DATA DELTA BEARING RADIUS LENGTH N 28V1'29• W N 28V7'29' W NOTES: 250.05' 44.10' REMARKS 8. p,r; ~ a. 200 e· p,r; ~ a. 200 1. ALL EX/SllNC WA lER LATERALS CONNEClfl) TO THE 5• WA/cR MAIN TO BE REPI.ACEO ANO CONNEClfl) TO THE e• WA lER MAIN. 2. CONTRACTOR TO MAINTAIN WA lER SER'>1CE TO EXISllNC RESIDENCES OUR/NC CONSTRUCTION BY US/NC EITHER TEIIPORARY HIGH LINE OR CONSTR/JCllNC NEW WATER MAIN ONE SECTION AT A llME. .I CONTRACTOR SHALL NOllFY AfFEClfl) RESIDENTS OF CONSTRUCTION SCHEO/J/E. CAlJTION!! NO CIJTllNG OF ASBESTOS CEA/ENT PIPE (ACP} IS PERI.IITTEO. CON71?ACTOR SHALL REMOVE ACP TO NEAREST COIJPUNG ANO INSTALL ACP X PJ.C ADAPTORS ANO THE NECESSARY PJ.C SIZE ANO a.ASS PIPE TO INSTALL THE TEE AT THIS STAT!ON. NOTE!! l . B£CTRONIC OA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE US[[) FOR HORIZONTAL OR VERllCAL SIJRl£Y CONTROi.. i5FWl CITY OF CARLSBAD [ SH2EET8S [ 1----1----4-----------------11---t---+---t------J ~ ENGINEERING DEPARTMENT 1----1----l----------------f---+--t---+----t SEWCH ~ WATEH Pl.ANS f'OH: "AS-BUILT DESIGNED BY: C.0.,K.D •• J.T. DATE: NOV. 2004 " BENCHMARK: THE BLUFFS HARRISON STH£ET 0 / 'A:J DRAWN BY: J.S .• C.f. SCALE: ,s SHOWN .J... /h .,,., ~ 4.k.'-"'/&-fJ K ' .... PROJECT MGR: G.0. JOB NO.: 01-1022 V 1 -~C~O-,-,N-S=--'cU--,---;L--=T,--,-~N~T;c-,S,------1----------------t P.E. 1u/ EXP. 1f/4$L0~ 2710 Loker Avenue West Suite 100 Carlsbad, Collfomi□ 92010 760-931-7700 Fax: 760 931 868D Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: RCE: REVIEWED BY: «-:✓~ INSPECTOR DESCRIPTION: LOCATION: DATE RECORD FROM: ELEVATION: BRASS CAP STAMPED OC 155 CARLSBAO BL~-.t R.R. BR/OGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL COUNTY BENCH LEvEl.S (NO. COUNTY ff:Rl CONTROL. OATA) PACE IJ6 20.04 C.T. 02-18 APPROVED$Y 4 eF ~•Ld~::ri<S LLOYD s. HUBBS ✓.Xh'I/,,,£ 1--__ .J__ _ ___J.. ________________ l---f---+---+---f PE 23889 ®tt4s'2-31-05 CITY ENGINEER 'D~TE 1---l----+-,,--------------t---+-----t---t-----J OWN BY: , I S C E PROJECT NO. DRAWING NO. ~~g ~~::It= C.T. 02-18 426-8 DATE IN ITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INIT!Al OTHER APPROVAL CITY APPROVAL G:\011 022\0122I1 8.dwg Aug 18, 2005 10:00am Xrefs: 01221 ; 0122UTL; 0122GRD; 0122TP01; 01227UTL; 0122STR; 0122PRO; 0122MAP .... -r: .. i. ' l F t r O' 51 20' -----10· SCALE: 1 ' ~ 20' C4UllQN !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UT/UT/ES IN THE REW PRIOR TO CONSTRUCTION! 40' ' l . 13 ~ s::i G ..... "') Clo 1 ........... ' 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931 -7700 Fax: 760-931-8680 ' Civil Engineering Planning Processing Surveying . ++--+--+----+-----+---t-+---+--+--t +--+-+-+-+-+-++-+--+--I --1 .. l: -.. t· ...... L --.. l l • .. j. ... ···:· ...... :.)· .. :··· ... ,. l . . I +-+-+-+-l---l-----l--+---l-f-l-+-+-+-++.,t~#li~---lLJ-+-+-+-++---l-----l--+---l----'f-t-+-+-++-l---l--4-+--l---lf-l-+-+-+-+++=r=l=i=~==c=t=r=l =l=j==t~t~t=1=l=1-=-~~~(-_:.,,t:_-~t-c-cc1--:-',-1-:-:_-+-l:_-:-+~'=,=ci:"===1~=j;_:1t=t=!=1=j=_:1z-=t=t=!=j=j;_:1t=t=!=_,7:_-1=l J: . .......... , ... . 14 \ , .. ' DESIGNED BY: C.0.,K.0.,J.T. DATE: NOV. 2004 DRAWN BY: J.S .• C.F. SCALE: ~ SHOWN 15 PLAN: HARRISON STREET WATER MAIN REPLACEMENT SCALE: 1• = 20' "AS-BUILT " BENCHMARK: 16 DESCRIPTION: BRASS CAP STAMPED 0C 155 J.. /II,,,, Cl-.10., ZOU# PROJECT MGR.~· ~G=.0~. __ JOB NO.: 01-1022 Aµ.,,,,}t V v7 ~---------------l P.E.3Zoltf EXP. 1,;I~/.,,, DATE LOCATION: CARLSBAD Bl. 'vD. d-R.R. BR/OGE 9' EAST OF CEN/'ERLINE OF TRACKS ON CONC. BASE OF SMTCH BOX SIGNAL ENGINEER OF WORK: REVIEWED BY: DATE: RC E: ~cfoi~?C ~/2-/4; DATE RECORD FROM: COUNTY BENCH Lfl£LS (NO. COUNTY m?T. CONTROi. OA TA) PAGE 136 ELEVATION: 20.04 ·1 1 WATER DATA DELTA BEARING RADIUS LENGTH REMARKS NOTE: SEE SHEET 6 FOR SURFACE IMPROVEMENTS N 28V7'29' If 189.66' 8' PVC ~ Cl 200 NOTES: 1. ALL EXISTING WA TEI? LATERALS CONN£Clll) TO TIIE 6' WATER MAIN TO BE REPLACED ANO CONNECTll) TO TIIE 8' WATER MAIN. 2 CONTRACTOR TO MAINTAIN WA TEI? SERv!CE TO EXISTING RESIDENCIES 0/JRING CONSTRUCT/CW BY USING Ell/lER TD,(PORARY HIGH LINE OR CONSTRUCTING NEW WA TEI? MAIN ONE SECTION AT A TIME. .I CONTRACTOR SHAll NOTlFY AfFECTll) RESIDENTS OF CONSTRUCTION SCHEDULE. CAUTION!! NO cvmNG OF ASBESTOS CEMENT PIPE (ACP} IS PERAflTTEl). CONTRACTOR SHALL REMOVE ACP TO NEAREST CO(JPUNG ANO INSTALL ACP X Pit' ADAPTORS ANO THE NECESSARY Pit' SIZE ANO Cl.ASS PIPE TO INSTALL THE TEE AT THIS STATION. Nomi ElECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTRot. t----+-----J------------+---+---+---+----1 I S1HE9ET I CITY OF CARLSBAD I SH2E8ETS I ENGINEERING DEPARTMENT ~='...'::=:========='-'====! DATE INITIAL ENGINEER OF WORK REVIS ION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SEWER~ WATER !'/.ANS FOR: OWN BY: , I 5 C E CHKD BY: •I( L RVWD BY: ,l,J TH£ BLUFFS HARRISON STR££T PROJECT NO. C.T. 02-18 G: \011022\0122119.dwg Aug 16, 2005 2: 31pm Xrefs: 01221; 01227UTL; 0122map; 0122UTL; 0122GRD; Ol 22TP01; 0122PRO; 0122STR C.T. 02-18 DRAWING NO. 426-8 I / 10+00. oo BLUFF WE~ lh"2,r =12+95.20 CHINQUAPIN A VENUE I~ I~ I~ "'C . I ~~ ·t!:l ct: ~I ::'-1::V) ~kl ~~ ~ G o· s' 20· 00 -----10' 40 ' SCALE: 1" -20' CAUTION!! CCWTRACTOR TO ll£RIFY THE EXACT LOCA T!af CT £)(}ST/NC UTll/TlES IN THE F/£l0 PRIOR TO CCWSmtJCTlali 10 /HT IOI 11 12 13 CENTERLINE DATA NO DELTA BEARING RADIUS LENGTH ** I N 28V8'56" W 290.84' NO OEFZ.£Clla6 AT BEllS. FlTTlNGS OR CT THE PIPt 2 l:. = 65V5'25" 14.50' 16.47' #Ill. BE ALLO#£IJ. USE CT OEFZ.£CT!af caLARS SHALL BE H£QtJIREl). J t:, = 65V5'0J" 28.00' 31.81' 4 N 28V8'34" W 207.29 SUBDIVISION BOUNDARY ...,; !!+00 -+- /HT 102 /HT IOJ BLDG. 1 1,-, 1,-, " /HT l(H \ ,,~ ~-\ /HT 201 DESIGNED BY: C.0.,K.D . .J.T. DRAWN BY: J.S.. C.F. PROJECT MGR.· G.0. ENGIN EER OF WORK: . . ~,--H /HT 202 /HT 20J BLDG. 2 '-' ~ /HT 2fH /HT .JOI /HT J02 /HT .JOJ /HT XH \ DATE: NOY. 2004 SCALE: /IS SHOWN JOB NO.: 01-1r.?? '-' <>: ~ <'i ~ ",! ~ V) K' l;:j -,. ~~ ",! ~ V) ~ l;:j -,. ~i PLAN: BLUFF VIEW WAY {P VT,) SCA/£: 1 • = 20' "AS-BUILT " htry« {P 'C" ~2.901( P.E. '!i!.DI'/ EXP. '7L-'7Lt21l DATE "' BLDG. 3 "' ~ ~ ~ l:, <>i <c ~ '-' ",! ~ '-' ",! '-' ~ '< ))J V) :::: '< ~ V) ~ '< ~ ",! ~ ",! ~ ~ ~ .., ~ <:i l;:j ~ ~ -s l;:j "' ~ ..., V) <tj V) "' -"' "' <c ,;!; ,;!; ,;!; -,. ::i -,. ~ -,. ~ -b1 -~ -b1 ~~ bl ~t.'.: ~ti.: BENCHMARK: DESCRIPTION: BRASS CAP STAklP£D OC 15.5 LOCATION: CARLSBAO BL 11.l. &-R.R. BRIDG.'E 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF SIIITCH BOX SIGNAL " 1,-, 1,-, " WATER DATA NO DELTA BEARING RADIUS LENGTH :r I 2 J 4 5 2 J 4 5 N 28'08'56" W N 22'24'0/" W N 00'08'3/" E N 28V8'J4" W N 28'08'34 • W 194.04' 38.06' 43.86' 66.50' 148.68' SEWER DATA DELTA BEARING RADIUS LENGTH N 28'08'56" W 200.00' 10.52' t:, = 207/'42• 200.00' 10.49' N 28'08'34" W /4.89' N 28'08'34" W 126.68' J J J '-'" 14+00 --q>-GENERAL UT/LI &-4 Cr:55 EA'8EklE! 4 'ER UAP ' 1,1 REMARKS 8" Pvt:: ~ CL 150 • • REMARKS 8" Pvt:: • • ~I I : 1· ' _J , . ----'- SEWER LATERAL DATA I.E. 0 LENGTH• LAT. I.E. 0 GARAGE LAT. DEPTH UNIT STATION MAIN TO GAAAGE SLOPE GARAGE FF O GARAGE REMARKS IOI 10+64.JJ 102 10+85.JJ 103 11+06.JJ 104 11+27.JJ 201 11+68.24 202 l1+89.24 203 12+11.86 204 12+35.86 JOI 12+73.51 302 13+03.69 303 13+2{44 304 13+44.86 401 13+85.77 402 14+06.77 403 14+21.17 404 14+48.77 405 14+69.69 '" 12.16 12.34 71.92 11.50 70.68 10.26 69.51 69.03 68.26 67.65 67.22 66.81 66.18 65.76 65.34 64.92 64.50 23.00' 22.94 20.41' 34.76' 28.25' 24.66' 23.25 23.00' • JI I "" r I . 14+91. 41 BLUFF W£W WA Y =10,+,50,35 ,(0RETTA LANE SAH NO. 9 \ F I" , 14+96.41 BLUFF WEW WAY =10+45.35 LORETTA LANE I . f' ~-~t---iM;~0j+~0~.4~1~m~u.~~::...!'.?!~~w~m~~~r_ 2% 14.42 77.66 3.24' 4• LAT. 14.00 11.25 3.25' 73.5.8 11.01 3.43' 13.16 16.18 3.62' 12.34 16.39 4.05' • 71.92 76. 16 4.24' • • 11.17 75.97 4.80' • 70.64 15.14 5.11' 10.15 15.16 5.01' • 69.41 15.02 5.61' 68.92 74.82 5.90' • 68.41 74.60 6.13' 67.84 14.20 6.36' 67.42 73.99 6.57' 67.00 13.17 6.17' • 66.58 13.57 6.99' 66.16 13.35 1.19' • ' LESS 2' DUE TO THE ANGLE POINT CONNECTION TO SE/lf'R NOTE: DROP TO klAIN IS 1.2' TYPICAL, UNLESS OTHERIIISE NOTED 5££ SHEET 10 FOR SURFACE IIIPNOllfMENTS S££ OWC. -126-BA FOR STORM ORAIN CA(JTIQN!! 'oq;: C'\j 1• =10+40.35 LORETTA LANE --..J I-.._ CONST. I EA~8" flG'o TEE &-T.B V) V) kl CONST. J EA~8' flG )( PJ C. V.' 0 ~ !:-i:j l==t: CO!IST. I EA~2' BO. t:;-~+,.,·------t-rn---l. \ NO CIJTTING CT ASBESTOS CEJIENT PIPt (ACP) IS P£RMITTEO. CCWTRACTOR SHALL REMOllf ACP TO NEAREST COiJPUNC ANO INSTALL ACP X PK:' ADAPTORS ANO THE NECESSARY PK:' SIZE ANO aASS' PIPt TO INSTALL THE TE£ AT THIS STA T!af. IHT«JI /HT~ ",! '-' ",! '-' ;; V) ~ :s ;; V) ~:s ~ l;:j ~~ ..., Ft: ~ Ft: <>, ~ -,. ~ ,;!; "' -,. -"' ::?~ ~~ ~ vj /HT,/OJ BLDG.1 4 ",! '-' ;; V) ::::: ::s "' Ft: "' ~ -~ ~ -,. :!::~ -bl /HT,IIN ",! '-' ",! ;; V) ~:s ~ "' "i Ft: ~Ft: <c Ft: ~~ -,. ~ ~~ :!::~ ~ vj :'.!:~ /HT~' '-' ~ ::s <>i ~ <c i -bl ~kl --..,J ~ NOTE!! B.ECTRfNC OA TA fll£S AH£ FOR REFERENCE ONLY ANO AH£ NOT TO BE I/SEO FOR H<RIZCNTAL OR 1/fRllCAL Sl/RllfY CCWTRa 1---+----+-----------+----t-----t-----t---i I S2HEOET I CITY OF CARLSBAD ~8 ENGINEERING DEPARTMENT ~ r;Sl~ID'~~~~ll~'ATlR~PIANS~~fOII:~. =======7 TH£ BLUFFS C.T. 02-18 271 0 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox; 760-931-8680 Civil Engineering Planning Processing Surveying REVIEWED BY~ ~ ~ ~/4. .. ~~ RECORD FROM: COUNTY BENCH LEvHS (NO. COUNTY '£RT. CONTROl DATA) PAG.'E 136 DATE INITIAL DATE INITIAL DATE INITIAL DATE: RCE: INi;;PECTOR DATE ELEVATION: 20.04 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \011022\0122120.dwg Sep 19, 2005 12: 02pm Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD ) i I .. ,... .. l 10 SEWER LATERAL DATA I.E. 0 LENGTH* LAT. I.E. @ GARAGE LAT. DEPTH UNIT STATION MAIN TO GARAGE SLOPE GARAGE 501 10fOJ.50 69.21 11.2' 2% 70.75 502 10f16.-12 68.80 10.6' • 70.21 503 10f28.92 68.55 • • 69.96 5()1 /(}f4/.-12 68.JO • • 69.71 505 /(}f5J.92 68.05 • • 69.-16 506 /Of65.67 61.87 • • 69.28 507 /Of78.92 68.09 • • 69.50 508 /Of91.-12 68.3-1 • • 69.75 509 ll+OJ.92 68.59 • • 70.00 510 ll+IJ.67 68.78 • • 70.19 • LESS 2' 0/JE TO THE ANGLE POINT CONNECTTON TO SEl+f:R !JQK;_ DROP TO MAIN IS 1.2' T'tP!CAI, UNLESS OTHERIIISE NOTED WATER SERVICE DATA UNIT STREET NAME STATION 501 STREET '8' 9+89.9-1 502 • /(}f/0.32 503 • /Of2282 504 • /(}f35.J2 505 • /Of-11.82 506 • /Of60.J2 507 • /Of7282 508 • /Of85.32 509 • /(}f91.82 510 • 11+26.66 !JQK;_ CONTRACTOR TO MARK WA lER METER BOX 111TH /JNIT NUMBER o· s· 20· - -- -10· 40' SCALE: 1 • = 20' CA/JllON !! CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISTlNC /Jlll/TlES IN THE REJ.O PRIOR TO CONSTRIJCTlON! FF @ GARAGE REMARKS 76.-11 5.66' -,• LAT. 75.78 5.57 • 75.66 5.70' • 75.53 5.82 • 75. 41 5.95 • 75.28 6.00 • 75.16 5.66 • 75.07 5.32' • 7-1.91 -1.91 • 7-1.78 -1.59' • \ 0 ~1 ~ DESIGNED BY: C.0 •• K.D •• J.T. DATE: NOV. 2004 "AS-BUILT .,/ ":~ DRAWN BY: J.S .• C.F. SCALE: I§ SHOWN L , PROJECT MGR.·~ ~G~.O~---JOB NO.: 01-1022 L;YV> }' --=-c---::o:----cc-N ---=sc--u,.,---,--L-=r~c-,~N-=r:--=-s -1----------------1 P.E. 3lo1{1 2710 Loker Avenue West Suite 100 Corfstxid, California 92010 760-931-7700 fox: 760-931-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: ~'2.S:: RCE: 3 REVIEWE D BY: I ~~~ ,, I I " ' :rlWIA--,~ we DATE 44 ~;,, DATE i l I I I I r ... i l L • !t-+--+--+---"f'hl!HI"-+-:-'+-+=+-+: -t'--i.--i==J==t--i-r-+-+-+-+-t--i. --·f-T _· +-+-+-+--i-f-'-t-+-+-+-t-i-f--t-++-+-t-i-r-+-++-f-::_i--::_+r-'-c:J 10 9+95.00 WAI£' A~ =13+52.73 BLUFF 14£W WAY CONST. I £A~8' FLG'o CROSS ,f T.8. CONST. I EA~8"x 6" REDUCER CONST. 3 £A~8" Fl.G x PJ C. V. '.5 CONST. I £A~2" 8.0. CONST. I £A~2" M.A.R. 11 ~ ~ ~ "' ::s ::s ~ ~ ~ ~ bl bl ~ ~ ~ "" ~ ~ "' -~ ... ... ----- /Of05.00 WAI£' A~ =l3+62.73 BLUFF 14EW WAY SAH NO. 11 L ~ ~ "' .., '<: ~ -- PLAN: WA VE A VE. d' SANO COVE WAY {PVT) ! ~ NO "' ~ I 2 ~ 3 lg ~ ... -- \ I 2 3 GENERAL Ull, ififilA 'ASEMEN DELTA BEARING N 28VB'#" W N 28VB'#" W N 61'51'26' E DELTA BEARING N 28VB'#' W N 28VB'# • W N 61'51'26' E WATER DATA RADIUS LENGTH REMARKS 61.73' e· Plot' ~ a 150 7299 • • 49.00 • • SEWER DATA RADIUS LENGTH REMARKS 6217' 8' Plot' 55.50' • • 49.00' • • CENTERLINE DA TA NO RADIUS LENGTH I N 28VB'#' W 12J.23' 2 N 61'51'26" £ -19.00' SEE SHEET ff FOR SURFACE II.IPROl6/ENTS SEE 0/Kl. 426-BA FOR STORA/ DRAIN NOTE!! ELECTRONIC OA TA fllES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE IJSEO FOR HORIZONTAL OR VERTlCAL SIJRVEY CONTROL SCALL· !" = 20' :t--==-7::::~t--==-T:;==_ -==--==--==--==--==--==--==--==--==--=:::J--+ -==--=l+ -==-7~=--==-T=:=_ -=J~I ::::::S2H::;;:E1ET;;;;:::;-;I =c;:::;I;:::::T::::::Y::::::::O::;F==c=AR==LS==B=AD==::-1=s=H2E=8ET=s :--11 ENGINEERING DEPARTMENT ~='..-'=:=========--===~ BENCHMARK: DESCRIPTION : BRASS CAP STAMP£0 OC 155 LOCATION: CARLSBAO Bl~-,f R.R. BR!OCE 9' £AST OF CENTERLINE OF TRACKS ON CONC. BASE OF SIIITCH BOX SIGNAL RECORD FROM: COUNTY BENCH I.DUS (NO. COUNTY lf'RT. CONTRIX OATA) PACE 136 ELEVATION: 20.(JI DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION S£W£H .t WATFH PWIS FOH: TH£ BLUFFS c.r. 02-18 APPROVED.it" LLOYD B. HUBBS /~Jf'S: -31-05 CITY ENGINEER E DATE IN!TIAL DATE INITIAL PROJECT NO. DRAW ING NO. OTHER APPROVAL CITY APPROVAL C.T. 02-18 426-8 G: \011022\0122121.dwg Aug 16, 2005 4: 03pm Xrefs: 01221; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD o· s· 20· -----10· 40 ' SCALE: 1 " = 20' SEWER LATERAL I.E. 0 LENGTH* LAT. I.E. 0 UNIT STATION t.WN TO GARAGE SLOPE GARAGE 601 10+15.33 65.73 23.0' 2% 67.39 602 10+35.35 64.68 • • 66.34 603 10+57.85 63.83 • • 65.49 604 10+79.08 63.42 65.08 605 10+99.99 63.02 64.68 606 11+21.50 6262 64.28 • LESS 2' OU£ TO TH£ ANGLE POINT CONNECTION TO S£11'£R NOTE: DROP TO MAIN IS 1.2' TYPICAL. UNLESS OTH£RMS£ NOTED CAUTION !! (»{TRACTOR TD lf7i'H"Y TH£ EXACT l OCA lla{ CT EXISTING UTll/llES IN TH£ R£LO PRfOI? TD Ca{STRtJC'lla{! 10 DATA GARAGE Ff 7288 13.24 13.55 73.91 14.22 14.58 LAT. DEPTH 0 GARAGE REMARKS 5.49' 4• LAT. 6.90' 806' 883' 9.54' 10.30' 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931 -7700 Fax: 760-931 -8680 • • Civil Engineering Planning Processing Surveying 11 ::,._ O:i ~~ 1-...:~V) ::. "\l <, C'\i ,.._ "-' :31:::1,._ ~ i,;i (( \,., ~ !;:j ,.._ ~~~lo; \,., ~ :s ~F::. ~ cs :;,: ;,q;; ~~(ti k~ ::s "' ;::;- I-.;::~ .. "" \,., sl ~ ::::s~~~ ;q;; ~~ [§~,1, §!-a.J t': - -J ~cs~~ ~ ~~ ~ ~ ..,,. -"') -15~.,~ --..i~~ ._ "-cs ~1-...:1-...:1-...: !<) -<>, / .... cs ..... ;~~~ ci ~-~ / "' "' i--· / <:, :,: ~ HG G l.c) _Q)_~ / ~ ~ i--i--:,: / "i <:, .... / s -11-us-/ / s / 0 -· . -w 7.77g IHT601 IHT602 IHT6tl.f IHTfl<H o;'. I,.< ~ BLD .6 "\l; c,_: " §! §! " ~ " §! §! " " " " " ~.C) -V) V) -"" -V) V) -Is:, <>i ~ ~ ~ ~ ~ ~ ~ ~ ~ ;;,; . 1'f~ bj ~ ~ bj il'j bj ~ ~ bj i:Si:'.5 :::i :::i :.i ~ :!l ;;: ill ill :!l ~ ~ --14') ~ "' s, ._ <) "' N ... ,,; ~ I--.: I--.: -N N -s .... <>, ..., «:i "' "' ~~ ~ <!; <!; ~ i-i--<!; <!; <!; <!; cs <:, .... <!; ----Ii -----G <..., IHT605 i " ; " -~ bl ~ & & "' <>i ... ., OS <:, <!; <!; i------ DESIGNED BY: C.0 .• K.D . .J.T. DATE: NOV. 2004 "AS-BUILT DRAWN BY: J.S., C.F. SCALE: AS SHOIN 1-, ,-n PROJECT MGR.· G.0. JOB NO.: 01 -1Q27 4P-"'J' V :t:J!!!>j. 1-----------------1 P.E. 1u1'f E'l.'l 3/'rp8 REV~ED BY: ~ ENGINEER OF WORK : DATE : RCE: INSPECTOR 1-..: -....J 12+00 eXI.-./JN YJ/J, · 12 EXISTING LOCUST STR££T VACA TEO PER STV 04-06 --rr;£N£RALDTIUTr£ASEJ.IENT R£S£RV£0 II I IJ~OO_L I 13 2 1 2 ~ ~ & " <:, V, + -" ~ L<.] -~s- WATER DATA BEARING RADIUS LENGTH REMARKS 38.35' 8' Pl-C ~ CL 150 N 61"5/'26" £ 104.73' • • SEWER DATA BEARING RADIUS LENGTH REMARKS 4288' 8' Pl-C N 61"51'.26" [ 104.73' CENTERLINE DA TA NO DELTA 13EAR1NG RAOtUS LENGTH 1 N 61"51'.26" £ 148 58' CAUTION!! ~ ----------NO CUTTING CT ASBESTOS CEJIENT PIPE (A<P) IS P£RIIITTEI). (»{TRACTOR SHALL NEJIO~ A<P TD NEAREST cotJPlJNG ANO INSTALL A<P X PK': ADAPTORS ANO TH£ NECESSARY PK': SIZE ANO CLASS PIPE TD INSTALL TH£ TE£ AT THIS STATDI. INT 606 li.J i:l'i <j ~ Cl.: '--~ 1--.. r ;;,, " ~ ,::, " -G .!-a.J ~~ ~ ~~ bl ~I ~ <:,~ ~V) c:§ ....... c:::s ~ "' ;;,, " ._ ~~ ~~8 '.,:' ~tB~ -9:~VJ -V) Cl.: " " PLAN: LORETTA LANE {P VT,) " ?,/2. .. /.r( DATE SCA/.£: 1• -20' BENCHMARK: DESCRIPTION : BRASS CAP STAUP£0 OC 155 LOCATION: CARLSBAD BLVD. &-R.R. BRIOG£ 9' EAST OF CENTERLINE OF TRACKS ON CONC. BAS£ OF SMTCH BOX SIGNAL RECORD FROM: COUNTY BENCH L£V[LS (NO. COUNTY V[Rl. CONTROi. DATA} PAGE 136 ELEVATION: 20. 04 NOTE !! EXIST. 8. WATER TO REMAIN CONTRA CTOR TO VERIFY THE EXACT SIZE AND LOCA T!ON OF EXIST!NC WA TERLINE. REMOVE AND REPL ACE MTH 8" PVC IF LESS THAN 8. DIAMETER PIPE. 1-...: V) ~ c§ ""C S££ SHEET 12 FOR SIJRFACE M/PHO',fl/ENTS S££ O#C. -,26-BA FOR STfRJI DRAIN NOT£!! ELECTR(NC DATA FR.ES ARE FOR REFERENCE cwt. Y ANO ARE NOT TD 8£ USED FOR HOH/Za{TAL OR VERllCA/.. SIJN~Y (»{!Ra ~ CITY OF CARLSBAD I SH2E8ETS I l----+----+----------------!-----1---1-----1--~ ~ ENGI NEERING DEPARTMENT l----+----+----------------1-----1---1-----1--~ DATE INITIAL ENGIN EER OF WORK REVISION DESC RIPTIO N SI.WEIi ,t WATEII PWIS FOR: DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: ,I S G E CHKD BY:...l!I,,___ RVWD BY:_.lt.,l.___ G: \01 1022\0122122.dwg Sep 19, 2005 3: 37pm TH£ BLUFFS C.l 02-18 LLOYD 8. HUBBS /..;/41(,o ![ CITY ENGINEER D E PROJECT NO . DRAWING NO. C.T. 02-18 426-8 Xrefs: 01221; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD; 01227UTL J ·····I• To+00.00 AJOAN CIR, ANC. PT. o· 5' 20· -----10' 40' SCALE: 1" = 20' CAl/TlON II CONTRACTOR TO VERIFY THE EXACT LOCAllON OF EX/SllNG l/llllllES IN THE RELO PRIOR TO CONSTRIJCllON! 10 I 2 3 ,(. I/NIT /JOT en . . + w 11 WATER DATA DELTA BEARING RADIUS N 28V7'29' W N 28V7'29 W N 50V6'o6' W N 50V6'o6' W BLDa. 13 /JNIT IJ02 I/NIT /.JOJ Ul--1-r, /JNIT '2()f . • LENGTH REMARKS 250.34' 9• P~ ~ a 150 127.98 • 12.89' • 12.58' • I/NIT 1-XH w en N ' . • • • • • I \ ,----, -[j}-1 Ti: +=-t-W ---,. I ........... ,. ' 12 ** NO OEFl£CllONS AT BELLS, RmNGS OR OF TH£ PIPE Hfll 8£ ALLOlfU). US£ OF 0£R£CllON COLLARS SHALL 8£ RE()IJIR£0. \ '-' ~ 13 SEWER DATA DELTA BEARING RADIUS LENGTH N 28V7'29' W N 28V1'29' W N 28V1'29' W ~ 250.34' 119.9,f' 33.81' REMARKS 9•p~ • • • • ~~ : t:s '-~ ::s ~ :;, ~ ~ ~ '-' ~ '-' ~ '-' ~~ ~ ~ "' ~ lllml(WSc .~ ::s ::s ::s "' "' ..... ~~---; ~"' ~ ~ V) o; <:::, "'5 "s:::i ~~ 11l~:,;~ t-...:~ ~ ,.,~ ~ ! N ~ <>i <o <o ... ... ... ... :::: ~ ::: :::: ~ :::: BLDG. 14 I ! /JNIT f#J.J /JNIT f,HJ,I . • en /JNIT I 01 V) "' . ' en /JNIT II !2 ~~~ ! ...... ~ ~::: /JNIT 1405 V) . . .. BLDG. 11 ~ ... ~ ~ "' ~ en Q_ "' . \ ~ -~ . ' /JNIT 1001 '-' ~ Ii; ::s :;i "' ~~ .;;~ ~bl~~ :' ~;;.,, '< ~ ~';,<~~:g "' <l~ i-l1 ;j; o~~,j;-f:R~ ~8:5 __ ,, ~"' N '-' <I> ~ "' -~ ;J; ll:: ;J; -. @~ \ 'RAL TIUTY ,t w .SCA/ENT PER RNAL MAP -s --' ~ ' ' en en en /JNIT I !2 /JNIT t /JNIT 1 BLDG. 10 ~~ '-' ~ '-' "~ '-' ~ '-' ~~ ~"' ::s ::s -"' ::s ::s ~"' lS ::S ~~ ~~ --;O: "' ! l!l t)j ~! 1:1 t)j :g~ -~ "' ~"' ~ bl ;J; "' ;J; ;J; "' ~ ;J; "' ~bl -~ -~ --~ _;;;, I 14 ~ :::,.._ '-~~ '-~ ~- s§~ Cl ~ >- "' t:tj fr> li: '-'. ~ "" "' ~~<!! s'i ~~o! ~ '< '-' "' " .fr> <>: '-' "='<,<:><:$-,(~ ... l:i 11: 11: t:tj :::,; ..... ~ ~-b:)~-~ "' ,..,,i'i 1'1'a; re, .:s .:s i::'i i::'i ,.. "' ~ ~-~t'\i-~ ~ "' '-' '-' '-' '-' ~ ;J; ~~~~~~ - \/'I""' 'f.,'?'"~ t"'\-o \/'I .. ~ -::S::.-'r t"'\ 0 ~ t~'? 0 ~o .. I r I ·. :.--:--t:·· .. . · .. l· .. SEWER LATERAL DATA I.E. 0 LENGTH* LAT. I.E. 0 GARAGE LAT. DEPTH UNIT STATION MAIN TO GARAGE SLOPE GARAGE FF @ GARAGE REMARKS 1001 12+85.81 56.69 13.0' 2Z 61.15 69.63 8.,f!J' -,•LAT. 1002 13+06.73 59.27 • • 50.73 69.85 9.12 • 1003 13+27.65 58.85 • • 60.31 10.05 9.14' • f 00,f 13+"8.65 58.,fJ • • 59.89 10..J.J /0.,(.,f • 1005 13+66.06 58.08 • • 59.5,f 70.,f7 10.93' • 1006 13+85.81 56.37 • • 57.83 70.,f7 12.6,f • 1101 11+55.82 62.39 • • 53.85 11.06 7.21 • 1102 11+76.82 61.97 • • 53.,fJ 70.83 7.W' • 1103 11+97.82 61.55 • • 63.01 70.62 7.61 • /10,f 12+18.82 61.13 • • 62.59 10.18 7.59' • 1201 lo+J0.97 6,f,95 • • 66.,ff 12.30 5.89 • 1202 lo+51.97 64.53 • • 65.99 12.01 6.08' • 1203 1o+1290 5-,.11 • • 65.57 71.87 6..JO' 120,f lo+93.90 63.69 • • 65.15 71.68 6.5.J • 1205 11+14.90 63.27 • • 64.73 71A5 6.12 • /JOI 1o+09.08 65.39 23.0' • 67.05 12.,ff 5.36' • 1J02 10+23.08 65./1 • • 66.77 12..JO 5.5.J • 130.J 1o+,f,f,08 6-1.69 • • 66.35 7211 5.16' • 1J04 1o+65.09 6-1.26 • • 65.92 71.88 5.96' • IW1 11+06.00 63. "'5 • • 65./1 71.,f.9 6.38 • 1W2 11+28.75 62.99 • • 5-1.65 71.26 6.61' • 1#J.J 11+"8.00 62.61 • • 6,f.,27 71.07 6.80 • l,IO,I 11+69.00 62.19 • • 63.85 70.8,f 6.99' • 1405 11+89.91 61.77 • • 63.,fJ 70.61 7.18' • CLUB 12+-15.09 60.60 52.7 • 52.85 7,f,85 12.00' • • l£SS 2' OU£ TO THE ANClE POINT CONNECTION TO Sc~R !fQE OROP TO MAIN IS 1.2' TYPICAi., UNLESS OTHER/If.SC NOTEO CENTERLINE DATA DELTA BEARING RADIUS LENGTH 1 N 29vr29• w 365.6,f' 2 t,. = 29vru· 10.00' J,f,36' NOTE!! ELECTRONIC OA TA RL£S AR£ FOR REFERENCE ONLY ANO ARE NOT TO 8£ IJSEO FOR HORIZONTAL OR VERllCAL SIJRVEY CONTROL PLAN: AIDAN CIRCLE {PVT,) SCALE· !" = 20' ~ CITY OF CARLSBAD I SH2EE8TS I l---t----+----------------1---t---+---t-----l ~ ENGINEERING DEPARTMENT t---t---+-----------------1-----t---;---1---1 271 0 Loker Avenue West Suite 100 Cor!sbad, California 92010 760-931 -7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: C.0.,K.D.,J.T. DRAWN BY: J.S •• C.F. PROJECT MGR.· G.0. ENGINEER OF WORK: DATE: NOV. 2004 SCALE: Ml SHOWN JOB NO.: 01-1022 DATE: RCE: "AS-BUILT " d:u .,. t--a ra, ,-r,::;;,.,, /0 z oof , P.E. 3ZO/¥ EXP. ,W<>A DATE REVIEWED ~ c,./z .. ~y IN~~~ DATE BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD Bll;/J, ,t R.R. BR/OGE 9' EAST OF CENTERLINE OF TRACKS ON CONC. BA.SC OF SIHTCH BOX SIGNAL RECORD FROM : COIJNTY BENCH LElfl.S (NO. COUNTY ',fRT, CONTROi_ OATA) PAGE 136 ELEVATION: 20.0~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SlWE1i ~ WATER PLANS FOil: DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVEDdY DWN BY:~ CHKD BY: RVWD BY: _ G: \01 1022\0122123.dwg Aug 16, 2005 4: 02pm THE BLUFFS C.T. 02-18 LLOYD 8. HUBBS-<;6-o¾(o.S: 2-31-05 CITY ENGINEER E PROJECT NO. DRAWING NO. C.T. 02-18 426-8 Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD J CENTERLINE DATA · RADIUS LENGTH t:,. -59'25'51* N 6-179'26 E 1aoo' 1261 3250 t:,. = 251°50'18" N 12'29'08" E 16aOO' 1#.76' a' s' 20· -----10' 40' SCALE: 1" = 20' CAUTION II CONTRACTOR TO 1£RIFY THE EXACT LOCAllON OF EX/SllNG UllUllES IN THE RELO PRIOR TO CONSTR(JCllON! J.07' 1+00 V, I -~~ I ~ a ~ • "' ., ~ I-. ~ ~ ~ a ~ g:- ~ <lis;S <a "" ~ ~~ ;!: " C~~TS 2710 Loker Avenue West Civil Engineering Suite 100 Planning Corlsbod, Colifomio 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 14 20' IIIOE SE~R EASEMENT PERflNAL AIAP DESIGNED BY: C.0.,K.D . .J.T, DATE: NOV. 2004 DRAWN BY: J.S •• C.F. SCALE: ,s SHOWN PROJECT MGR.· G.0. JOB NO.: 01-1022 ENGINEER OF WORK: DATE: RCE: 15 PS P PS PS PS PS PS PS /JNI . . //NIT 607 "' "' ~ 1-;: ::s "' ~ "' " a l'1l ::s -"' ... ~ ::s ~ "' ~~ ,1; ~ ~~ ~ !'.'< ! -"i ,1; "" -,1; ~ ~~ ~ _,,. --- PLAN: AIDAN CIRCLE {PVT) SCALE: I• = 20' "AS-BUILT " BENCHMARK: DESCRIPTION: BRASS CAP STAAIPEO OC 155 _h,,,, 1' {/~ er;.,~ ,me LOCATION: CARLSBAD BL VO . .t R.R. BR/OGE 9' EAST P.E. 3/.D/'f EXP. U,L~L'2.f DATE OF CENTERLINE OF TRACKS ON CONC. BASE OF SMTCH BOX SIGNAL R2E~_c-t/4.~(c.y RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROi. OATA} PAGE 136 INSPECT DATE ELEVATION: 20.04 . . 16 SEHER ~ • ...., .._, SEE SHEET 2. I UNIT STATION 601 U+l8.6J 802 1-1+2J.07 803 U+-13.-11 60,I U+67.65 805 U+BB.92 806 15+12.85 807 15+32.69 808 15+64.41 809 15+98.19 810 16+-1a23 16+-19.02 AIOAN C/Ra.£ =11+01.15 SCENIC WA Y 16+45.60 0 6.13' LT. AIOAN WAY =11+00.35 0 261' RT. SCENIC WAY CONST. I EA~8• FLC'o lEE ,t T.8. CONST. 3 EA~8• FLC x PJ G. V. 's CONST. 2 EA~2• AI.A.R. 's CONST. 1 EA~2• B.a I SEWER LATERAL DATA I.E. 0 LENGTH* LAT. I.E. 0 GARAGE LAT. DEPTH MAIN TO GARAGE SLOPE GARAGE FF 0 GARAGE REMARKS 56.-11 29.6' 2% 56AO 1Q3J IJ.93' 4• LAT. 5-1.69 18.6' • 56.26 1Q3J U.07' • 55.01 19.2' • 56.59 1a21 IJ.68' • 55.54 IQB' • 56.96 69.69 1273 • 55.87 11.19' • 57.29 69.50 1221' • 56.2-1 U.6' • 57.72 69.23 11.50' • 56.55 225' • 58.20 69.50 11 . .JO • 57.05 7.1' • 58.39 11.01 1262' • 57.58 15.2 • 59.08 12.09 IJ.01 • 58.JJ 29.2' • 6Ql2 13.14 IJ.62' • ' LESS 2' 0/JE TO THE ANGLE POINT CONNECllON TO SE~ 1:!f2E. OROP TO AIA/N IS 1.2' TIP/CAL, UNLESS OTHER/tfSE NOTED WATER DATA NO DELTA BEARING RADIUS LENGTH REMARKS 1 N 50'06'o6" W 6.36' 8" PVC ~ a. 150 2 N 80V5'32" W 46.76' • J N 6479'26" E -14.85' • • ,, N 51 VB'-IO" E 50.65' • • 5 N -IIVJ'2r E 46.84' • • 6 N 19'4()'2-I" E 38.37' • • 7 N 19'4()'24" E 1.17' • • /JNIT 608 1 2 J 4 SEWER DATA DELTA BEARING RADIUS N 61°52'31" E N 81'38'50" W "" = o'52'5r t:,. = NV!'l1" 200.00' 200.00' NOTE!! LENGTH 98.76' 63.95' 153.18' 48.94' REMARKS a• PVC • • • • • • SEE SHEET f,f. FOR SURFACE IMPROVEUENTS SEE OWG ,f.26-BA FOR STORM ORAIN B.ECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEfJ FOR HORIZONTAL OR 1£RllCAL SIJRl£Y CONTROl i---r---t-------------l---+--+----1------11 S2HE4ET I CITY OF CARLSBAD I SH2E8ETS I ~===-====E=N=G=IN=E=E=Rl=N:::G=::D:::EP=A=R:::T:::M::E=N=T==::'....':::::::::::::::: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SEWER ,t WATER PUNS FOR: DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED8y OWN BY: ,I S C E CHKD BY: J(,« RVWD BY: .11.L, G: \011022\0122I24.dwg Aug 17, 2005 11: 32am TH£ BLUFFS C.T. 02-18 LLOYD 8. HUBBS /~}(oS CITY ENGINEER D E PROJECT NO. DRAWING NO. C.T. 02-18 426-8 Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD ' ...... , .... . ··::·:··:::.:··· ...... , ... ......................... _. ... ........... ' ,.,.,. _ _. ' ·:::·:·· .. ··:·· . .::._._._. 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I i .............. . t .. lk:4'~+--+-+--+--l-·-·::.:.· .. ··-1-1-"'t·f_._..:..··:_· l--l--~-l--l--l-c,~-+--l~+--!c....+--!-·-·.-.. .--l.---l'---l-+---l-+-➔·-➔-· .. ·:_ ........... tl--t:·::·,.,:.·::·::·::·.:_:·.··:·:+ s·:::·:--:·--:·_::l-,_··::"·1--t-· ... _ .... ·+-,Jr"t .c.1.':':f':l-t--t-t--t-ti-ti;1 _t·:,t,·ri ,,.) .• ,. ;' ·'-i.;_·:: . ·1:... ....... ..... ........ ..... •r .. ·.--. .. .. ::... . . . .... . ..... :::::::·:· . . .... ··::·:··. . .. ...... . ... :·:: .. :· . .... .. . . . · ... ·>·:· ... ::·:·:·:... ...... 1... ·: ... .-. ·:!..-.. ~ 'n ~. n1d,r, .r / ,.,. ,.,-· ,.. -~ ·.' · .. '-· .. --· ......... ···---................. . ·:: .. : . .. . . .. --.... :·.:· ... --.:· ..... ·. ... ..... . .. . ··I · · :··· · ..... _._. .... r--·· ... 1.:.::. ·· :. .. ... · ..... . ..... f......... ...L • • ... .-......... j. .. . .. ..... ..... j.......... ..... ..... ... . . .... t '"· . . f..... ...... ,....... ..... . .... . . . . ···+· .. · .... ···· ........... . 1.·: __ ..... SEWER LATERAL DATA ' .. ::::: ..... ::.: ......... .. ' I.E. @ MAIN LENGTH* LAT. I.E. @ GARAGE LAT. DEPTH UNIT STATION TO GARAGE SLOPE GARAGE FF @ GARAGE .... 811 16+6aJ2 58.69' 21.19' 2:r 6aJ2 812 16+83.08 59.08' 11.98' • • LESS 2' 0/JE TO THE ANGLE POINT CONNECTION TO SEWER 1IQJI;_ 0R0P TO /JAIN IS 1.2' TYPICAL, 1/NlESS OTHERllfSE NOlllJ 'L 5' 20' 10' 40' SCAlf: 1" = 20' CAUTION!! 13.10 13.10 13.38' 13.08' REMARKS -,• LAT. • .·.:·" . :::.: , ..... 17 /JN/fl~BII ..,·.,_ -"'·-fl--.---t~ I : ~ DESIGNED BY: C.0.,K.D • .J,T. DRAWN BY: J.S., C.F. PROJECT MGR: G.0. • DATE: NOV. 2004 SCALE: ,S SHOWN JOB NO.: 01-1022 • . : ......... " . ...-.!.··: ...... --. . ~.rJ.-_.,.,. _.... ., t l ..... .- ' --- PLAN: AIOAN CIRCLE {PVT} SCALE: 1• = 20• "AS-BUILT " CONTRACTOR TO VERIFY THE EXACT LOCA l!ON OF EX/Sl!NG fJllUT!ES IN THE REW PRIOR TO CONSTRIJCT!ONI ~--------------; P.E. 3U>l'f $: •l~lPeR DATE 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760 931 8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE:~~ RCE: /32014 &/4-/4.y INSPE DATE ' ' . ' ......... . ' I ·:: ... 18 BENCHMARK: DESCRIPTION: BRASS CAP STAMPED 0C 155 LOCATION: CARLSBAD BL',1J. &-R.R. BRIDGE 9' EAST OF CENTERUNE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL ......... ... --...... RECORD FROM: COIJNTY BENCH LE'ff:LS (Na COIJNTY 'ff:RT. CONTROi. OATA} PACE 136 ELEVATION: 20.(N • ....... _._._. .. ·.::::·i.:::·.:::: ... _. ** .. ·.:::. :· ....... · ... .-.. :·:· ... ::::: ·:·:.:/·<·· ::·:::·:·:::: :· .. .. ·t::·" . . .'":::: ........... . · .... . ···. :· .·:··:· .. ....... ::{ .. : ..... . ..... . ··::::::. ...... ... . .. _. ............... _:· ·:·:·: .. : .. .1.: ..... : .......... :: ... ::· .......... :.: .. :. · .. 1·;:·:·: . ··::: .. . .... :::--... t::· .......... ....... .:.:· ...... " . . . :··.-.. "·.:.-·· ..... ...... . ----::::." .,·::: .. .-.. --:· .. " .............. ·i· .. :·.:·: ........ .. . ...... ::·.-:·:·: .. " ...... ....... ··:::.'. ..... .. ... 1.... .. ... : .. 1 ..... '. ......... ·:: .... ------::.::.:: ..... .............. . ....... ··:::::" .._. ........... . . ... ." ... :.J:::::: .. : ....... :·:::.:·.;: :::.:.-<::.-::::::::.::::: ::·:1.-::::·::•:·:·: .. ' ... .. .:::: ... ·.::: .. ·· .. .. .... r .. :.· .. ·:.·· ... . . ' ... _._. ... .. ................ . ............ ............. ........ ___ ._._. ... : ·· ....... : ............. .. . ... . ......... ... I·:: .... . ·:::·· ....... ·::.": . ......... ::::· ...... :::: .. . :· ........... ·.:.r::::.:· .... . .......... . ................ . ........ ' . . ... :. .. ...... _. .. ·.--· ... ' ..... . ... --... :.:. ~ .. ::.:· .... ................. ·· ......... : .. ..-..-... : ..:·::.·1:::: . :· ... :::::·::·::: ._. ....... .... ··:·.::.: .. ' .:· .. ·: .. r:: .. :· . .r:::.: ..... ·t""· ' ' ·::::: .. t::·. .. ............. . ........ . ............... . . .............. - ·.-:: .............. i:: ... : :· . ..... --::··:··+-···:.:---1--·--, ....... ..... 1·:·::·: .... WATER DATA . ........ . .. ··i::: ... ................. ' . ----.. :--:·:·:::::· . J .· .• 1. I . ....... ::-:::.:·:·. . .. .. NO OEMCT!ONS AT BEllS, RmNCS OR OF THE PIPE Nol DELTA/BEARING RADIUS LENGTH REMARKS ltfLL BE ALLO/fW. fJSE OF l)ER£CT!ON COLLARS SHALL BE REOlJIRH}, 1 N 08'05~'E 50.19' 51.75' 2 3 N 15'05'56" W N 28'08'34' W -f9.6r SEWER DATA • • • • ~ DELTA/BEARING RADIUS LENGTH REMARKS 1 2 .6. -26'50'57' N 08'05'10' E 200.00' 93.72' 84.00' • 8' PH:' • CA(J[ION!! NO cumNG OF ASBESTOS CEAIENT PIPE (ACP} IS PERAIITlE/J. CONTRACTOR SHALL REMOVE ACP TO NEAREST COfJPUNG AND INSTALL ACP X P~ ADAPTORS AND THE NECESSARY P~ SIZE AND Cl.ASS PIPE TO INSTALL THE TEE AT THIS STA l!ON. CENTERLINE DATA NO: DELTA/BEARING 1 2 3 N 12'29'08' E .6. -40'37'42' N 28'08'34' W RADIUS LENGTH 130.00' 2205' 9218' 55.80' SEE SHEET 15 FOR SURFACE IMPROVEMENTS SEE !)HG 426-BA FOR STORM !)RAIN NOTE!! B.ECTRONIC DATA RlES ARE FOR REFERENCE ONLY AND ARE NOT TO BE fJSEI} FOR HORIZONTAL OR VERllCAL SURVEY CONTROL l---+--+-------------11---+--+---+-----i I S2HE5ET I CITY OF CARLSBAD I SH2EEBTS I ~==-==:::::::E:::N:::Gl:::N::E:::ER=l=NG:::::::::D:::E:::P=AR=T=M=E=N=T===-===~ SOYEH ~ WATCH Pl.ANS FOIi: /,\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY ,IS CE CHKD BY:....11£__ RVWD BY: ...l.l.L:.:... G: \011022\0122125.dwg Aug 17, 2005 11: 46am THE BLUFFS C.T. 02-18 ll.OYD B. HUBBS / :z/,l(-a £ CITY ENGINEER D E PROJECT NO. DRAWING NO. C.T. 02-18 426-8 Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD . ·-.... • %., ,.,, ____ • • ~--.-··t-·;. ··:_:·•··· . ''.:: -... . .. • ··•·"·" • •• ••·•••"•·• . ., __ . ---• . .. . .. . . .. ' .. ,., .•. ,.' . '" ·--··· -· . ·-······· . . , ................. " . .. ,... . .... ····1······ ······•-•' . . .... ---- -.... ·•··· ...... ---. . .• ,, ·:::::· r·: •. --------" -.. t~~: ~ ;~:~~: ~)~ ~::::~: -:;:_ -~~J:: :,:\_-· \:~r~;:; :::~:-:~;:· l~::i:_ .:::~_~: ·· -i:: .iii ~;?· -· --'". -· . -·. . •••• -' -• '>• •-1--••"•• •••••• MW ~-" -••o -,o, -·· ... ::.:-::. .... , ....... ': ... · ........ 1------. -. -.. ------ •--·• ·-·----· -·-... .-.. ··--· :._7',M ,.,.,_•••;''.•:• .:::,:::. '"" -- . . t:::.. ----__ ---.. ·" .... _.._---- . --"------1-· .. -- .. :·:: . '"'.'.~'.: ·; ... --··-.......... -•• -~·.: •• w . .. "'"""' ---·-· ----~-" -··• ... ~"'· •· '---" . ,. •.. . . . ... i." SEWER LATERAL DATA I.E. 0 MAIN LENGTH* LAT. I.E. 0 GARAGE LAT. DEPTH UNIT STATION TO GARAGE SLOPE 101 1o+16.58 6-1.56 102 1o+36.IO 6295 1o+55.06 61.65 16+.15.06 58.26 105 16+-15.22 58.# 901 1o+26.1.J 59.81 902 1o+-17.1.J 61.18 90.J 1o+68.1.J 62,l[J 9(),1 1o+89.55 6118 21.6' 21.6' 2-1.6' .J8. I' 110' • • • 2X • • • • • • • • • LESS 2' 0/JE T/J THE ANGlE POINT CONNEC770N T/J 5£/tV? 1iQJL. OROP T/J MAIN IS 1.2' rrPICAl, UNLESS OTHER/115£ NOTED t O' 51 20' 10· 40' SCALE: 1• = 20' r.AIJTION II CONTRACTOR TO VERIFY THE EXACT LOCA TTON OF EXISTTNG UTTUTTES IN THE REW PRIOR TO CONSTRIJCTTON! GARAGE FF O GARAGE 66.19 6-1.58 6134 61 . .J.J 626-1 6194 122-1 12-12 12.69 1295 11-1.J 11.2.J 6.05' 7.94· 9 . .J5' 9.61' 110.J' 9.15' 8.10' 7.02' 5.99' POINT WAY DETAIL )1' SCAIE: I• = 10' 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-86B0 . ....... -......... . . . "· .. ' ·•···· t ---... ····r . . ••'-'• "·"·· f . - -- . . . . ::.· ' :::. -_ '.:: -·-. ' . . I ' . . I . .. . . 1 ,-2 A. I A. ~··· ~--- . . ., 6. 6. ;,-. .t ? --· ..... . . -~;~.,~ \.· ... 'I 2, 'Jn' md --· . -...6-. .. _ :~ ... b . ..... ·. Yt:.:<:: · ..... < t: ,. ·.:: . 10 11 10 REMARKS r LAT. • • • • • • • PL.AN: POINT WA r & SCENIC WA r (PVT) ** NO omECTTONS AT BELLS, RmNGS OR OF THE PIPE lffLL BE ALLOYtEO. USE OF OEflECTTON COLLARS SHALL BE REQUIRED. Civil Engineering Planning Processing Surveying DESIGNED BY: C.0.,K.0 . .J.T. DATE: NOV. 2004 "AS-BUILT DRAWN BY: J.S., C.F. SCALE: IS SHOWN ,J.., r l! 1/) L.,,,tLe•t< U' ~ PROJECT MGR.~· ~G=.0~. -~ JOB NO.: 01-1022 ,__ ____________ ---l P.E. 3l.otr,, EX 0/~/08 REVIEWED BY: h~... /"P'.1?-DATE: .. /,.,.__ g/4± ~G~Eo"'RG~E~ ,r~"':f~"'--'(..l!',,,."'J----"'R:"c='E,~'3&.:2'Y!rn4,., INSPECM ENGINEER OF WORK: SCA/.£· 1· = 20' " ;J;,. '3 z_oof DATE BENCHMARK: DESCRIPTION: BRASS CAP STAMPED OC 155 LOCATION: CARLSBAD Bl',f) . .t R.R. BR/DC£ 9' EAST OF CENTERLINE OF TRACKS ON CONC. BASE OF Sllfml BOX SIGNAL RECORD FROM: COUNTY BENCH LEITTS (NQ COUNTY '.£RT. CONTROi. DATA) PACE 1.16 ELEVATION: 2Q04 - .. . 1--· I- tj ia >,l .:;;;. ' :::::-~ 11 . ""·· . --... -: .. >F· ._ -·-.. ~;:::·-·-;"".;'... ..:"· . .....,. ----;-_·_; .+-:. ' ... ~;:: ._'.+ • """' 'I . ..:· .. ~:-... ---. -· . • . ....... I-····~" .. .. .. .... . . . ..... ...... . ..... .. ... , ....... ·········. -· .... -.............. .. ...... ..,. .... , " .. ., ---.. -:;---·-·-:::. :.·: ,,_ -- -.... .. ········: .. ..... -_- ··-·· ... : -. ---. .. ... :~ .. .. :": --·-J-:i" --.... • q --:;·:~'."...'. ~ •• ---::.; .. • f-·; -~•-•>-• ........... .. --r---·-· . ..... ". ..._,. ···•·• .-... .......... .. -• ............ • .. 1......... !--. . ... .. .... . . . ·""" ---.. .... -·-------·---·-....... .... ±~--t .... :c .. t .. -:_::f_ =-'". .. .... . ........... --. .., .. .... -... -... -· ·-...... --· " ·.::. ... . .. ...... . .. :~::'.·.:· .. :::.:.:..r'.'. • -----_-.__i,::::::::::: ... .. -..... --... 1+00 WATER DATA SCENIC WAY INO DELTA/BEARING RADIUS LENGTH REMARKS 1 N .J9'5.J'51" E 2 N 61'52'.Jl" E .J N 61'52'.Jf" E -I N 1019'.J9' W 6.22' 88.84" 1-1.18' SEWER DATA a• Pit' ~ CL 150 • • • • • • ~ DELTA/BEARING RADIUS LENGTH REMARKS I / 1 N 61'52'.Jf" E 2 N 61'52'.Jf" E .J N 28V1'.29" W • • .J2#J' • • CENTERLINE DATA (NO DELTA/BEARING RADIUS LENGTH I N 61'52'.JI' E 2 N 61'52'.JI' E .J N -12'26'o6' E -I N 61'52'.J1' E 5 t,. = ,f(J".J6'.J7" 106. 10' .J.J.95' 9.01' 46.24' 20.00' 14.18' SEE SHEET 16 FOR SURFACE IMPROVEMENTS SEE 0/K,. 426-BA FOR STORM ORAIN NOTE!! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTTCAL SIJRYFY CONTROl i-----i---t------------+--+----+--+----I I S2HE6ET I CITY OF CARLSBAD I SH2EET8S I ENGINEERING DEPARTMENT :==='...'.:::::=========-====: SEWER ~ WATFR PLANS FOR: TH£ BLUFFS C.T. 02-18 APPROVEDdf" t----+----+-----------!-----+----+---l---l A _, ~~ • . , / ~ ~ LLOYD B. HUBBS 1;,,1•S t----t---t-1?c-1\----------------+---+--+--+---l ::;P;:E:::::2:;3;:88::9:::::;:X:::P;:l;;RE::;';:::::2:::-::::3::::1=-0:::5:::::C::l::::TY:::::::::E::N:::G:::IN::::E:::E~R;:::::7:::::::D::i'.::E::::~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CfTY APPROVAL DWN BY: ,IS C E CHKD BY -\~ . RVWD BY:~ G: \011022\0122126.d wg Aug 16, 2005 4: 04pm PROJECT NO. C.T. 02-18 Xrefs: 01221; 01227UTL; 0122PRO; 0122map; 0122UTL; 0122STR; 0122grd DRAWING NO. 426-8 J I o· 5• 20' -----10' 40' SCALE: 1 ' = 20' CAUTION !! CONTRACTOR TO 1£/?IFY THE EXACT LOCA TlON OF EX/SllNG UllUTlES IN THE RELi) PRIOR TO CONSTRl/CllON! ' r:·~· CT· . . t ' ~" 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760 931 7700 fax: 760 931 8680 s Civil Engineering Planning Processing Surveying 12+55.90 0 1aoo' LT. HARRI. ON ST. =9+08.00 0 6.67' LT. AIDAN .CIRCI.£ CONST. f EA~ 8' X 8' TEE &; T.8. CONST. J EA~ ~-FlG X PJ l V. '.S' CONST.2 EA~ 2 AI.A.R. CONST.I EA~ 2• 8. a 8+98. 00 A/OAN CIRaE =12+62.57 HARRISON STREET 9 +00 DESIGNED BY: C.0.,K.D.,J.T. DRAWN BY: J.S., C.F. PROJECT MGR.· G.O. DATE: NOV. 2004 SCALE: ~ SHOWN JOB NO.: 01-1022 ENGINEER OF WORK: DATE: GEORGE RCE: L L 0(1 SUBOIVIS/ON BOUNDARY w 5.JJ 6.67' ill- "AS-BUILT " DATE REVIEWED BY: /--c~..z- INSPECTOR t/2-1-r DATE XI 1/M 10 BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: BRASS CAP STAMPED OC 155 CARLSBAD Bl~-d-R.R. 8RIOG£ 9' EAST OF CENTERIJNE OF TRACKS ON CONC. BASE OF SIW,r;ff BOX SIGNAL COUNTY BENCH LErf:LS (Na COUNTY rf:R T. CONTROi. OATA) PAGE IJ6 Z0.04 ** NO OER.ECTlONS AT ams. RTTlNGS OR OF THE PIPE WATER DATA ~ ~ ,, ~ ... - c,o, rn,w,o ~~ ,~, MLL BE ALLOWEIJ. USE OF OER.ECTlON COLLARS SHALL BE RE()(JIRm. BEARING RADIUS LENGTH REMARKS 91.00' 8" P~ ~ a 150 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I s2r 1 CENTERLINE DATA DELTA BEARING N 61'52'.Jf' E RADIUS LENGTH 102 00' SEE SHEET 17 FOR SURFACE IAIPRO'rf'AIENTS SEE OHG 426-BA FOR STORM DRAIN NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR 1£/?TlCAL St/R'£Y CONTROL CITY OF CARLSBAD ENGINEERING DEPARTM ENT SEWER .t WATCH PLANS FOIi: APPROVED,IY DWN BY:½ CHKD BY: J RVWD BY: TH£ BLUFFS C.T. 02-18 2 31 05 LLOYD 8. HUBBS/ ~~.,.f CITY ENGINEER D E PROJECT NO. DRAWING NO. C.T. 02-18 426-8 G: \011022\0122127.dwg Jul 15, 2005 4: 26pm Xrefs: 01221; 0122PRO; 0122map; 0122UTL; 0122STR; 0122GRD; 01 227utl EXIST. CURB & GUTTER-t--,.. ,, ro • { • t ' o· 10· 4-0' 5 20 SCALE: 1' = 4-0' CAUTION!! * MOO/flED R26: "NO PARKING -flRE LAN£ EXCEPT IN DESIGNATED SPACES VEHICLES IN ~OLA TION llfLL 8£ CITED OR TO/lfIJ AWA Y AT 0/INERS EXffNSE CAIC 11. 040. 020 POl/CE: 9Jl-2/00.. j ~ ~l!J ...,:::,; ~~ ~~ ~"' • ~ I:: ~ • ~i!:: ~~ ~-Cij ~ I:: ~ ~ ~ ~-~ ~~ cl'.:• cl'.: ~~ ~ ~"" !.> ~ ~ ,._ :t:' ~~~ ;;,, "'§ ~"' !le:"""" ~~~ ✓~~ ~ " R26 "NO PARKING ANYTIME• ANO R8/8 "ENO" 12• 1111/TE l!MIT UN£ AND •sTOP• PA V£1.1£NT LEGEND (THERMOPLASTIC) "';!:I :t ~ <>.: "' . "' ~i !<) ~ . ~ ~ ~~ ~~ i~~ R26 "NO PARKING ANYTIME" . --!-EXIST. EDGE OF PAVEMENT I ---1-R26 "NO PARKING ANYTIME" ANO R818 "£No• --1---R26 "NO PARKING ANYTIIIE" ANO R8/A "e£CIN" Rf-I "sTOP" SIGN ANO DOUBLE •• /STRIIT NAIi£ SIGN L """"!..!I"'!'" __ . I . ,. . ' ! ---- ------------- R26 "NO PARKING ANYTIME" ANO R8/8 tNO • --+--R26 "NO PARK/NC ANYTl/1£" ANO R81A "BEGIN• __ -I---EXIST. £OGE OF PAVEMENT -1----£XISTINC R26 "NO PARK/NC ANYTIME• ANO R818 "£No• ~ RllOCA TEO TO HER£ ,,......-EXIST/NC R26 "NO PARKING ANYTIME" ANO R8/A "BEGIN" R£1.0CA TEO TO HER£ EXISTING Rl-1 'srop• SIGN ANO 00/JBLE STREET NAIi£ SIGN ::: 12• WHITE LIIIIT LIN£ ANO "STOP. PA V£1.1£NT LEGEND (THERMOPLASl/C) Rf-I "sTOP" SIGN ANO 00/J. STRIIT NAM£ SIGN -----IT 12~/XJ _,,.. -- ~ •::::,,,,: ~~~~~--~-~.,......r7'~ -~~,--,.~~~:.__..,,~~~~7j--'f",,~~( -~.-----·~•~~~-• I " - H----+_I, I I RI-I "sTOP• SIGN ANO 00/JBlE ' ' ' STREET NAAIE SIGN /410{/ "' "' ~~ ~"" .. ~~ <>: ... ~!S c.J C\ RI-I ·srOP· SIGN ANO DOUBLE STRIIT NAM£ SIGN ~-~ -.... ~ ~ ,.. -~ ~ ' . :· 1 I?° IIH!Tf Lll,l(T LIN£ NO ·srQF· fA'tENWT ~ " LEGEND (THERt.1, " " ~ 12·::itf!(TE LIMl[~'M~~.k,~~d~ ~NO ~$l0P" f.A V£Af£!fT~ I ·. 1--~=~==,rM I LEGEND THERMOPLASTIC , \ ,~,' ~---'-r~~ l;,d--,"i"il----Rt-1 ,:~TC/f'" SICN_t ND 00/JBLE STR££T NAAIE SIGN ' \ \~\-.. 1 ~ I 1 1r-~,~~s \ \14---{·.. ~~~ I I D \ "'"" 16+00 HARRIGON STREET ~ 1/,.,;,Q • 4i...--+-----------+---~--------...ii.!-------------+-----~-------, ~ /7+/)() ---------1--------..... -1----~--- I I 00/JBLE >flLOW C£NT£RUN£ STRIP£ ~ ~ \,.,,,..l==========±c========-,====1------------__JL_ ____ -.---t'AllfTH0 PA';f/,1£NT IIARKERS PER i-tllo 12• WHITE WIT LINE ANO "sTOP• PA V£1.1£NT EXIST. CURB & GUTTER LEGEND (THERMOPLASTIC} EXIST. [OGE OF PA V£Al£NT EXIST. CURB & GUTTER * NOTE: THESE SIGNS MUST 8£ APPROVED BY TH£ POI.IC£ OEPARTAIENT ANO flRE MARSHALL PRIOR TO INSTALLATION. ---- EXIST. BERM EXIST. CURB & GUTTER a::: <(_ :c ' --R26 "NO PARKING ANYTIME" \c-.--00/JBLE >flLOW CENTERLINE STRIP£ llfTH PA V£Af£NT MARKINGS PER CAL TRANS DETAIL 22 R26 "NO PARKING ANYTIME" ..1 \ >---f ~-R26 "NO PARKING ANYTIME" !2' t EXIST. Wl-6 ARROW SIGN .t 0/,1/-3 REFLECTOR RllOCA TEO TO HERE EXIST. R26 "NO PARK/NC ANYTIME" RllOCA TEO TO HER£ SIGNING ANO STRIPING NOTES I. TH£ CONTRACTOR IS RESPONSIBLE FOR INSTAllA TION OF ALL SIGN/NC ANO STRIP/NC. 2. ALL S/CN!NC. STRIP/NC ANO PA V£!.IENT IIARKINCS SHALL CONFOR/1 TO TH£ FEDERAL HICHWA Y AOl,IINISTRA TION (FHWA) IIANUAL ON UN/FOR/I TRAfflC CONTROl 0£~C£S (MUTCO} 200J EDITION AS AMENDED BY TH£ MUTCO 200.J CALIFORNIA S/JPPL£Af£NT, TH£ CAL TRANS STANDARD SPEC/flCA TIONS (2002 OR LA TEST lfRSION THEREOF), THESE PLANS ANO TH£ SPECIAL PRO~SIONS. J. ALL S/CNINC ANO STRIPING IS S/JBECT TO TH£ APPROVAL OF TH£ PUBllC Ht:l'i'K.S' DIRECTOR CW HIS REPRESENTA Tl',£, PRIOR TO INSTALLATION. -I. ANY OE~ATION FRO/I THESE SIGN/NC ANO STRIP/NC PLANS SHALL 8£ APPROVED BY TH£ £NC/NEER OF Hai'K ANO PUBllC IKJRKS DIRECTOR PRIOR TO ANY CHANGE IN TH£ flEI..O. 5. All STRIP/NC SHALL 8£ REFl.ECTIVE PER CAL TRANS SPEClflCA T/ONS STRIPING SHALL 8£ REPAINTED TIKI llllKS AFTER INITIAL PAINT/NC. 6. All SIGNAGE SHALL 8£ RER.£CT/VE PER CAL TRANS SPEC/flCATIONS ANO SHALL USE ENCAPS/JLA TEO LENS RER.£CTIVE SH/IT/NC (HIGH INTENSITY OR EQUAL) 7. PRIOR TO flNAL ACCEPTANCE OF STR££T /IIPROV£Af£NTS. ALL STR££T STRIPING ANO IIARKINCS llfTHIN A 500' P£R/1'£TER OF TH£ CONSTRUCTION PRO.ECT llfll 8£ RESTORED TV A "LIKE NEW" CON0/7/0N, IN A IIANN£R /1££7/NG TH£ APPROVAL OF TH£ CITY INSPECTOR. 8. EXACT LOCA 7/0N OF STRIP/NC ANO STOP UMIT UN£S SHALL 8£ APPROVED BY TH£ PUBLIC Hai'KS DIRECTOR OR HIS/HER R£PR£S£NTA TIVE PRIOR TO INSTALLA T/ON. 9. CONTRACTOR SHALL R£Af0VE All CONFL/Cl/NC PAINTED UN£S, IIARKINC ANO PA V£Af£NT LEGENDS BY GRIND/NC. OEBR/S SHALL 8£ PROAIPll Y R£/IOVED BY TH£ CONTRACTOR. 10. All PAV£Af£NT LEGENDS SHALL 8£ TH£ LATEST lfRSION OF TH£ CALTRANS STENCILS. If. LIIIIT UN£S ANO CROSSWALKS SHALL 8£ flllO LOCA TEO. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERllfSE SPEC/flED . 12 All CROSSWALKS, UMIT l!N£S, STOP BARS, PA V£Af£NT ARROWS ANO PA V£Af£NT LEGENDS SHALL 8£ THERl,IOPLASTIC UNLESS OTHERllfSE SPEC/RED. 13. RR£ H't1JRANT PA V£1.1£NT MARKERS SHALL CONFORM TO TH£ MUTCO 200J EDITION AS AIIENOED BY 'TH£ 200J CAl/FORNIA SUPPL£1'£NT ANO SAN DIEGO REGIONAL STANDARD ORA llfNG M-19. 1-1. All IIEDIAN NOSES ANO FLARES SHALL 8£ PAINTED lflLOW. 15. ALL SIGNS SHALL 8£ STANDARD SIZE AS SHOIIN IN TH£ MUTCO 200J EDITION AS AMENDED BY TH£ 2003 CAUFORN/A SIJPPL£A(£NT UNLESS OTHERllfSE SPEC/F/£0. 16. SIGN POSTS SHALL 8£ SQUARE PERFORATEO STE£l ll.18/NC llfTH BREAKAWAY BAS£ PER SAN DIEGO REGIONAL STANDARD ORA llfNCS M--15. 17. IIHEN A SIGN IS ATTACHED TO A POI.£ IT SHALL 8£ MOIJNTED USING A STANDARD CITY OF CARLSBAD APPROVED t.10/JNTINC BRACKET llfTH STRAPS 18. EXIST/NC SIGNS R£AfOVED BY TH£ CONTRACTOR SHALL 8£ 0£l/VER£0 BY TH£ CONTRACTOR TO TH£ CITY OF CARLSBAD PUBllC HOl'KS YARD AT -I02 OAK AVENUE 19. ALL SIGNS SHOIIN ON THESE PLANS SHALL 8£ NEW SIGNS PRO~OED ANO INSTALLED BY TH£ CONTRACTOR EXCEPT THOSE SIGNS SP£CIRCALL Y SHOIIN AS EXIST/NC TO 8£ R£10CA TED OR TO R£AfAIN. LEGEND 00/JBLE >flLOW CENTERLINE STRIP£ llfTH PA V£Af£NT IIARKERS PER CAL TRANS DETAIL 22 00/JBLE STRIIT NAM£ SIGN AS NOTED HEREON SIGN AS NOTEO HEREON NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE IJS£0 FOR HORIZIJ'ITAL OR VERTICAL SIJRVEY CONTROi. 80' 1-------f------+-----------~__j_ _ ___j_____...L___J ~ CITY OF CARISB AD j SH2EE8TS j L1!Lj ENGI NEERING DEPARTMENT SHJNING ~ STRIPING PLAN FOR: "AS-BUILT .. BENC HMARK: DESIGNED BY: C.0.,K.D.,J,T. DATE: NOV. 2004 ~\lofESS/~ J.S .• C.F. IS SHOWN DESCRIPTION: BRASS CAP STAMPED OC 155 DRAWN BY: SCALE: d;,J. -THE BLUFFS C.T. 02-18 CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING IJTIUTIES IN THE RELO PRIOR TO CONSTRIJCTION! $ fj.,'cf,.GE Oa;_ ~ If? I" ~ "' -o NO. 32014 ~ '5i EXP. 12/31/06 !sJ c ~✓~,; PROJECT MGR.· G.O. JOB NO.: 01-1022 271 0 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning hklb ,, / k,~,·'" 2ool EX,-'2?/¥/J8. 0 , DATE P.E. 3l.P/tl REVIEWED BY: LOCATION: CARLSBAD BL ni . .t R.R. BRIDGE 9' £AST OF CENTERLINE OF TRACKS ON CONC. BASE OF SllfTCH BOX SIGNAL APPROVED8Y t-----ii-----+-----------------je-------1-----1-----1--~ 4 c r ;LZ ~"r ·6 LLOYD s. Husss !.3h..;lt-.s: PE 23889 ~RI's¥31-05 CITY EN GINEER 7 U TE * * 'lq~ C/Vi\. ~~,,_ Ccrlsbod, California 92010 Processing ~,,,__,/ef7,.z; ?/4,,,( "'(f' RECORD FROM: 760-931-7700 Surveying Fox: 760-931-8680 DATE: Dr CA\..l~CJ RCE: !~SPECTOR DATE ELEVATION: COUNTY BENCH LEVELS (Na COIJNTY lfR T. CONTROl DATA) PAGE 136 20.(U DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY· ,I 5 C E CHKD BY: .J~ RVWD BY: Jrf G: \011022\0122128.dwg Aug 16, 2005 11: 36am Xre fs: 0122map; 01221; 0122STR; 0122GRD; 0122TP01 PROJ ECT NO. DRAWI NG NO. C.T. 02-18 426-8 / /