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DWG 809-1; ; DOWNTOWN IMPROVEMENT PHASE I PRELIMINARY, 1985; 01-13
l'/W /0' 6.5' 20· VAK/e5 VARIES /.IM!TS tJF SAWO/JT \ .f.H f'C.C. 51/JEWAil' I 14 11 TYl"E "6" tJliKIJ ( GUTTER W#eRE 5#0J1/A/. (/501115/DES} 20' TYPICAL SECTION NOT TO SCALE /0' 5.:5' KIW CITY DOWNTOWN LAGUNA DRIVE ......... STA. I0f00 TO STA. 251-00 SHEET NO. .i Tl-Iii'()~ MADISON STREET ..... STA. 101-00 TO STA. 241-,tJ.!3 SHEET NO. 7 THKtJ 10 A'IW 64' RIW RIW /0'//b' 10' Z2' 22' 10' LIMIT IJI' SAWCO- T 4-"A.C. I '".4.8 rM!tY)tf 4-'f'C.C. S/OEWALJ' ,! t" TYPE'~" CJ{Jl?B t Gt/TTE~ TYPICAL SECTION NOT TO SCALE /0' 55' ROOSEVELT ST. .......... STA. !OfOO TO s-rA. 12-rOO SHEIET NO.--'--'"-- "LIMITS tJF 5AWCIJT- 'Y .30'/24' 4" A.C. I 6 "11.1'. (M/NJ ~ 80' 4 6 P.U. SlfJEWALK /~,.TYPE "G" Ot/l?tJ { Gi/TTEK W/.IEKE SHtJWN. J0'/24' TYPICAL SECTION NOT TO SCALE A'IW 10·11~· \ OAK AVENUE ................. STA. 4.f-61.0I TO STA. q+562 SHEET NO._,.,.12~- 'Y OENtJTES ELEVATION 51/0WAI tJN PLAN. * ST/f{JCTtll?AL ~ECT/ON TO 5£ £JETE~MIN£0 !JY 50/LS ENG/NEE~ ( 'R' V,4L(JE TESTING RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSULTANTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. FIANCfilO SANTA f'E RD. SAN MARCOS, CA. 92069 (619) 74,4·4800 ' C'oS,,f la:AL A4UN!CIPAL. W4TER. X:,tST,fi!tCT WY-E·&Al::e5LE'Y, C6'WY OtST: SV'6R. ciiii., CITY OF C,q,e;.S5AD A.ee ~ARTMeNT Clt5f:4/,v $'&V,,_.,v,er: ht'1,:>;<:: n, AkJCT ,!J/,$M11Tt9L _____ ,,., ____________ -~=i F,,ee A4'A.'!S,¥A-l-PATG OF· CARLSBAD IMPROVEMENT PROGRAM "' PHASE 1 PHASE 1 KEY MAP SCALE: I" = 400' BENCHMARK DESCRIPTION 8, LOCATION: SPIKE C.L. NECR KREMEYER 8 LAGUNA RECORD FROM: CITY OF CARLSBAD ELEVATION& 46,91 ENGINEER OF WORK ~.d~ -~ ROBERT A. STOCKTON R.C.E.33591 E DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: Ul I-('"_::.,, SITE ~ I ~ oc Ul c:xi I- ;Z "'- \} VICINITY MAP SITE NOT TO SCALE LEGEND SHEET NUMBER ............ 0 11 DEC1 ARATION 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 OF THE PROJECT, AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFES- SIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STAN- DARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA- TIONS BY TtiE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ADDRESS:_--"-'30~8~8'---'--P~I~o_,_P~IC~O"---'D~R~.~•_.,,_ST~E~.'---'2~0~2~ CITY, ST.: CARLSBAD, CALIFORNIA 92008 TELEP Ii ONE : ~---'(-"6-"-l "-9 ._) _,7_.2'-"-9_-~4 9'---'8'--'7 ___ _ ROBERT A. STOCKTON R. C. E. NO. : ___ ..,....-."'""-5"-91.__ ____ _ DATE: ______ _ PRIVATE CONTRACT 1----+~1-------------1-------1 I SHE,ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT DATE BY REVISIONS APP'D PLANS FOR THE DOWNTOWN IMPROVEMENT OF : IMPROVEMENTS DOWNTOWN CARLSBAD PHASE I APPROVED: DATE: SCALES: A RE: HORZ: S DWN BY: ' OJECT NO. VER· SHOWN CHKD BY: DRAWING NO. IELD BY: Uf4-<q6 PRELIMINARY ( NOV 13 1905 NOT FOR CONSTRUCTION JOB NO. 9467\ 1 c /' RIW /0' 5.5' C,O' 20' 20' VAK/E5 VAR/E5 LIMITS tJF 5AWtitJT .,. \ 4-" f.'C.C. 5/0EWALK t t," TYl"E "&" Cl/KB I GIJTTER Wf/EKE 5f!OWA/. (MT/-1 SIDES) TYPICAL SECTION NOT TO SCALE /()' 5.5' 'f' KIW CITY DOWNTOWN LAGUNA DRIVE ......... STA. IOfOO TO STA. 25100 SHEET NO. .3 THRV ~ MADISON STREET. .... STA. l0+00 TO STA 24-1-C.8./!5 SHEET NO. 7 THKV 10 li'IW RIW RIW /0'1/b' 5.5' 22' /0' -LIMIT tJf" :JAWCf/T-· 22' 4-" .4.C I ~"A.8. (MIN Jff ¢'/?CC 5/[)EWAlt' t t" TYPE 'l;" CURB t GIJTTEJ?. TYPICAL SECTION NOT TO SCALE /0' 55' ROOSEVELT ST. .......... STA. 101-00 TO STA. !2f00 SHEET NO.-~/~/ __ BO' A'IW .30' 124' .JO' 124' /0'//b' V.4R/E5 ALIM/TS OF SAWtUT- 'f' \ 4" A.C. ih''/UJ. (M/NJif 4' ?,a;, SllJEWALt' ( ~,, TYPE C?" Ot/RtJ ( GUTTER Wl./eRE 5/ltJWI✓• TYPICAL SECTION NOT TO SCALE OAK AVENUE ................. STA. 41-r;,1.01 TO STA. '?+56.2 SHEET N0.-1.='2 __ Y DEA/tJTES ELEVATION 51/tJWJV tJN PLAN. * STR/JCTURAL. 5ECT/ON TO lJ£ OETE.f'MIAIEO IJY 50/LS ENG/NEE.I(¥ 'f:' VAL/JE TESTING RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSULTANTS : SURVEYORS 5820 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 297·0707 30BB PIO PICO DRIVE CARLSBAD, CALIFORNIA 92006 (619) 729-4987 365 S. RANC O SANTA Fl:: Fm. SAN MARCOS, CA 92069 (619) 74,Q-.1800 W!':i•E•&Ake'ELEY, &l!iPUTY Disr. ~,SK. C,.,;,e --~ .. ,,, ________ ___, CITY C)F C-'!R&Sl3AD F/.ec ;::e='ART445;VT CJBA,,v 5-<'!V--,.~ ~o~ n; Mfltr $0417;,+L --·-·------"---------"--'=I F,tRE A4ARS'/A-L-PAi't'" OF· CARLSBAD ' UTILITIES t, MAINTENANCE DEPAi'lllENT f!itp of Carlsbab FIRST UTILm NOTICE REPLY REQUESTED We are proposing ~RIS, t:::51.)TTFR A,ND 5\~U< IMP9C\'-/E.l"l.f7>\'J?"') F02 "VAE\CI Y:':::, r::t:)k;\N.TCW.N IMPROVEMENT PROGRAM ··· _fg Preliminary Plans Attached. ·□ ·Revised Preliroinary Plans Attached. PHASE PHASE 1 KEY MAP SCALE: I" ~ 400' BENCHMARK 1 DESCRIPTION 8 LOCATION: SPIKE C.L. NECR KREMEYER a LAGUNA RECORD FROM: CITY OF CARLSBAD ELEVATION& 46.91 ENGINEER OF WORK ~_/.~,¼.,_-, ' ~.,... ROBERT A. STOCKTON R.C.E.33591 E DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: ROADBED MAY l!E SCARIFIED 6" BELOW SUBGRADE LINE AS SHOWN ON TYPICAL SECTION OF PLAN, PQ NOT PROCEED WI111 ANY RELOCATION WORK UNTIL YOU RECEIVE FURTHER NOfICE, Tentative Bid Date: P'El'-tD\~ Right-of-Way: TI .Existing El To be Aequired by: IN ~'"!::, For Further Infor1DBtion Contact:Vl\;;;?OINIA M"'i'.:DY Ph.G:.\CZ'.l.A~-.!5~ Please fill out the following and return the original to the City of Carlsbad, Utilities " & Maintenance Departinent at the above address WI111IN THIRTY (30) DAYS. -. □ □ □ We have prior rights on work to be done. We will subroit an estimate of the cost of the re_loc.ation and proof·of prior rights to yo\lr office within thirty (30) days, No facilities within the lilDits of the proposed project. We have facilities within the liroits of the proposed project. LIST BELOW SIZE & TYPE EVEN IF NOT AFFECTED AT THIS TIME • • Our work will require coordination with the general contractor. (Explain fully by attaclunent.) •. We have facilities that will be affected within the'proposed project snd/or work to perform. (Please indicate by attaclunent.) 1. Work conteroplated. 2. Estilnated working days to perforro the construction work. 3. When construction can start after receipt of notice • .is.e.e ~T,ACM Me t-JTI:-+ Pt.A"-' CHC!.C.W.. ~o. .1. BY: ( ~\(] ~ ~ OF IMF"IICQV, PL,tli,..t,,J S For Director of Utilities & Maintenance Department CC; 'Fl""-M,t,.,c!l,lh\, , Mike. $M L"rt-1 Lml. 4"""-•UT , l:D.,i.o:; ~ G COMPANY TO SIGN ORIGINAL AND RETURN CtX.T~ ft'lll..!&._M,W, C . Compsn}) ?160 cl CAMINO ReAL.. (Address) \,. •~:.,.: ,., .. _______ ~---~ "DECLARATION OF RESPONSIBLE CHARGE'' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE C~ARGE OVER THE DESIGN OF THE PROJECT, AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFES- SIONS CODE, AND THAT TflE DESIGN rs CONSISTENT WITH CURRENT STAN- DAl<DS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA- TIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FDR PROJECT DESIGN. A DD R E S S : --"-3 0""'8"'8'-'-P_.I""O~P ""'I C""'Oe....aD"'R'-'-'-'-' --"-S T~E~-~2=0=2~ CITY, ST,: CARLSBAD, CALicORNIA 92008 TELEPHONE: __ ___,_(.._6._.19'-')"--'-7_,,_2,_9-_4-'-'9~8~7 ___ _ BY: ---------~--ce=----c----R OBERT A. STOCKTON DATE: ______ _ PRIVATE CONTRACT t------+-t-------------t------1 I SHEi ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ L!_g_J • -· DATE BY REVISIONS NOV 13 1985 PLANS FOR THE DOWNTOWN IMPROVEMENT OF : IMPROVEMENTS DOWNTOWN CARLSBAD APPROVED: CITY ENGINEER OWN BY: PROJECT NO. CHKD BY: APP'D IEL BY: PRELIMINARY NOT FOR CONSTRUCTION PHASE DATE: SCALES: AS HORZ: VER: SHOWN DRAWING NO. UM-46 r, E N E R A L N D T E S 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS, THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL I.OCAL, STATE AND FEDERAL SAFETY AND HEALTH STAN- DARDS, LAWS AND REGULATIONS. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPER- TY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3, THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREET, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE rs ANY QUESTION REGARDING THESE PLANS ~R FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 729-4987. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTE:T THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULTS FROM HIS OPERA- TIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANC~. 4. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING .THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGIS- TERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE, 5. LOrATION AND ElEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO NEW WORK. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXIST- ING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISION OF P~ANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES, BEFORE EXCAVATION FOR THIS CONTRACT VERIFY LOCATION OF UNDERGOUND FACILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE DR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF DUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASllRES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, ~. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR 14. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL T~MES DURING THE CONSTRUCTION. 15. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET PER REGIONAL STANDARD M-19 WHEN STREET HAS BEEN SURFACED. 6. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. ALL GAS AND ELEC- TRICAL SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF ELECTRI- CAL CABLE AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMP~NY. TELE- PHONE: l-800-422-4133, 7, THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. ALL TELEPHONE SERVICES WITHIN THIS SUB- DIVISION ARE UNDERGROUND INSTALLATIONS, FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACI- FIC BELL. TELEPHONE: l-800-422-4133. 8. STREET STRUCTURAL SECTION PER CITY OF CARLSBAD STANDARD SPECIFICATIONS ''R'' VALUE REQUIRED FOR FINAL SECTION, REPORT SHALL BE SUBMITTED TO AND APPROVED BY CITY ENGINEER PRIOR TO PAVING. 9. WHEEL CHAIR RAMPS SHALL BE INSTALLED AT ALL CURB RETURNS PER CITY STANDARDS. 10. A PRE-CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO CONSTRUCTION. 11. 12. PERMITS FOR WORK IN THE PUBLIC RIGHT-OF-WAY SHALL NOT BE ISSUED UNTIL A CERTIFICATE OF INSURANCE IS FILED THAT NAMES THE CITY OF CARLSBAD AS ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN AN AMOUNT OF AT LEAST $100,000.00 FOR EACH OCCURRENCE OF LIABILITY. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAV~ BEEN OBTAINED FROM THE CITY AND OTHER APPROPRI- ATE AGENCIES, THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD AT LEAST 48 HOURS PRIOR TO START- ING CONSTRUCTION SO THAT INSPECTION MAY BE PROVIDED. (PHONE 438-5541,) 13, NO REVISIONS WILL BE MADE TO THE CONSTRUCTION PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER NOTED WITHIN THE REVISION BLOCK ON THE APPROPRIATE SHEET OF THE PLANS. S T R E E T A N D D R A I N A G E N O T E S l. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECI- FICATIONS OF THE CITY OF CARLSBAD, THE SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, SLOPE PLANTING AND IRRIGATION AS PER PARK AND RECREATION DIRECTOR. 2. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CROSS GUTTERS, OR SURFACING OF STREETS, 3. FOR STORMDRAIN ALTERNATE USE MIN. D-2000 A.C.P, IN PLACE OF MIN. D-1350 R.C.P. AS SHOWN ON P'_ANS. 4, THE .STRUCTURAL SECTION SHOWN ON THE PLANS IS THE MINIMUM SECTION REQUIRED BY THE CITY. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER THE "R" VALUE TEST HAS BEEN CONDUCTED BY A QUALI- FIED SOILS ENGINEER ON THE PREPARED SUB-BASE MATERIAL. THE ''R'' VALUE TEST AND ENGINEERED STRUC- TURAL SECTION MUST BE APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR 10 THE INSTALLATION OF BASE AND PAVING MATERIALS. STRUCTURAL SECTIONS DIFFERING FROM THE MINIMUM SHALL BE NOTED ON THE ''AS~ BUILT" DRAWINGS. 5. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE SPECIFICATION SECTION 72 OF JANUARY, 1981. 6. BACKFILL NOTE: WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL SE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON-SITE EARTHWORK SPECIFICATIONS WHERE EX- PANSIVE CLAY OR SANDY SOILS ARE FOUND, UNDERCUT 3' BELOW PROPOSED GRADE AND BACKFILL WITH SUIT- ABLE MATERIALS UNIFORMLY COMPACTED TO AT LEAST 90% MAXIMUM DRY DENSITY. 7. ALL WORK ABOVE A POINT l' ABOVE TOP OF SEWER AND STORM DRAIN PIPES WITHIN PUBLIC STREETS RIGHT- OF-WAYS SHALL BE PER AGCIAPWA SPECIFICATIONS AND CITY STANDARDS. 8. A PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEERING DEPARTMENT FOR EXCAVATION WITHIN EXISTING CITY RIGHTS-OF-WAY. RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSULTANTS : SURVEYORS 5620 FRIARS ROAD SAN Drl:'GO, CALIFORNIA 92110 (619] 291'0707 3088 PtO PICO DRIVE CARLSBAD. CALIFORNIA. 92008 (819) 729·4987 365 3. RANCHO SANTA Ff. Fm. SAN MARCOS, CA. 92089 (6HIJ 744"4800 9. ALL A.l.P. CURVATURE SflALI. BE ACCOMPLISHED WITH 10° MAXIMUM FACTORY ELBOWS WHERE MANUFACTURER'S RECOMMENDED JO!Nf OPENINGS WOULD BE EXCEEDED. (APPLIES TO STORM DRAIN PIPING ONLY.) 10. 11. ORNAMENTAL STREET LIGHTS SHALL BE INSTALLED BY DEVELOPER AND OWN~D AND OP~RATED BY THE CITY OF CARLSBAD, UNDERGROUND POWER SYSTEM SERVING STREET LIGHTS TD BE AS-BUILT BY ENGINEER OF WORK SHOWN ON APPROVED PLANS, ORNAMENTAL STREET LIGHTS PER CITY OF CARLSBAD SPECIFICATIONS, AS- BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS SHALL BE SUBMITTED PRIOR TO ENERGIZING THE SYSTEM. STREET TREES SHALL BE INSTALLED AT AN AVERAGE INTERVAL NOT TO EXCEED ONE TREE PER 40 FEET OF FRONTAGE. TREES SHALL BE PLANTED IN CONFORMANCE WITH CITY STANDARD GS-8 AND THE REQUIREMENTS OF THE PARKS AND RECREATION DIRECTOR. COSTA REAL MUNlClPAL WATER O(STRICT WATER NOTES l, WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORD- ANCE WITH THE COSTA REAL MUNICIPAL WATER DISTRICT'S STANDARD PLANS ANO SPECIFICATIONS AS ADOPTED IN DECEMBER, 1982, OR AS AMENDED. 3. 4. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL-SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. . BEFORE ANY CONNECTION OR SHUT OOWN OF VALVES ON EXISTING C.R.M.W.O. LINES A· PERMIT SHALL BE OBTAINED FROM THE C.R.M.W.O, OFFICE AND MUST BE SIGHED AND APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY COSTA REAL MUNICIPAL WATER DISTRICT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED AND SHALL.C6-0RDINATE HIS WORK WITH DISTRICT REPRESENTATIVES• TELEPHONE NO. (619)438-2722, ---,--- ........ I I I S L O P E E R D S I O N C O N T R D L N D T E S 1. CONTRACTOQ SHALL PROVIDE EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT SATISFACTORY TO THE CITY ENGINEER IN THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD BETWEEN NOVEMBER lsT AND APRIL 15TH. EROSION CONTROL MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, SLOPE PROTEC- TION, STILLING BASINS, SILT CONTROL SAND BAGGING AND STORM DRAINS. 2. SAND BAGS SHALL BE PLACED IN GUTTERS AND OTHER LOCATIONS AS APPROVED BY THE CifY ENGINEER DURING THE PERIOD FRON NOV~MBER 1ST TO APRIL 15TH. 3. THE DEVELOPER SHALL MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE CITY ENGINEER. THE DEVELOPER SHALL PICK UP AND R~PLACE ON tHE SLOPES ALL MATERIAL INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND STILLING BASINS AFTER EVERY RUNOFF PRODUCING RAINFALL. 4. AS SOON AS ROUGH GRADING IS COMPLETED ALL AREAS SHOWN SHALL BE STABILIZED BY HYDROS~EDING, MUL- CHING AND FERTILIZATION. THE SEED MIX SHALL BE DESIGNED BY AN EXPERT IN THE FIELD AND SHALL BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. THE MULCH SHALL BE APPLIED AT NOT LESS THAN 2,000 POUNDS PER ACRE AND THE FERTILIZER AT NOT LESS THAN 1,000 POUNDS PER ACRE, OR ACCEPTABLE ALTERNATE. T E M P D R A R Y E R O S I D N C O N T R D L N D T E S SANDBAGS SHALL BE USED FOR TEMPORARY EROSION CONTROL PRIOR TO COMPLETION OF FINAL IMPROVEMENTS AS INDICATED BELOW: 1. GRADED STREET & UTILITY TRENCHES -USE THE SANDBAG SPACING INDICATED BELOW: 3 SANDBAGS) GRADE OF STREET OR TRENCH LESS THAN 2% 2% TO 4% 4% TO 10% OVER 10% INTERVAL AS REQUIRED 100 FEET 50 FEET 25 FEET (BASED ON HEIGHT OF 2. STORM DRAIN INLET -PROVIDE A SANDBAG, SILT BASIN OR TRAP TO PREVENT SEDIMENT FROM ENTERING DRAIN SYSTEM, 3. CONTRACTOR WILL REMOVE SILT AFTER EACH MAJOR RAINFALL. 4. SANDBAGS SHALL CONSIST OF 3/4'' ROCK IN BURLAP BAGS. 5. SEE GRADING PLAN FOR LOCATIONS OF SAND BAGS, ETC. ENGINEER OF WORK W D R K T D B E D O N E THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THES~ PLANS, THE CURRENT CITY OF CARLSBAD ENGINEERING DEPARTMENT STANDARD SPECIFICAT[ONS, AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS, AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. THE PREPARATION OF SUBGRADE AND PAVING OF THE STREETS .... , , , . THE CONSTRUCTION OF 6'' TYPE "G" CURB & GUTTER, AND SIDEWALK .• , , , G-2 •.• , , , , THE CONSTRUCTION OF WHEELCHAIR RAMPS AT EACH CORNER (PUBLIC & PRIVATE STREETS) N 8-8**. THE CONSTRUCTION OF CONCRETE CROSS GUTTER AND RETURN SEGMENT ••• G.S-9, G-12.1 THE CONSTRUCTION OF STANDARD BARRICADE • . . .... H-9.l ..... . THE INSTALLATION OF STREET NAME SIGN AND OR STOP SIGN AS NOTED ON PLANS. , ..... . STREET IMPROVEMENTS: PER SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND CITY OF CARLSBAD STANDARD DRAWINGS. BENCHMARK DESCRIPTION a LOCATION• SPIKE C. L. NECR KREMEYER a LAGUNA RECORD FROM: CITY OF CARLSBAD ELEVATION: 46.91 PRIVATE CONTRACT I--1---_ -1-1---_ ++ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_=:-.-----·······-·--~I s=H~EE=T::'.....:I ===c=,r=v=o=F=C=A=R=L=S=B=A=D====----=[s=H~E2E=T::::sl _ _ ENGINEERING DEPARTMENT ' PLANS FOR THE IMPROVEMENT OF: DOWNTOWN IMPROVEMENTS DOWNTOWN CARLSBAD PHASE I . --APPROVED: DATE: SCALES: ROBERT A. STOCKTON R.C.E.33591 DATE RE: l87~Jj CITY ENGINEER AS HORZ: SHOWN DRAWN BY:I DESIGNEDBY:iCHECl<ED BY: APPROVED BY: OWN BY: I PROJECT NO. I VER: CHKD BY: DRAWING NO, DATE BY REVISIONS APP'D FIELD BY: LI/VI-~ 6 )•'" ' PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 94 67 ( • • .. 1 •• .. -.. .. .... _-__ _ .. ..... ...... ..... . -... . L.. • ....... " ···.:: . ." 1 ..... . ... . . .. ::.::·.::. : .. ::::··· .. , ........... . ----·::·· .... ~ .:.·.:: . . ' . -··-· SCALE: A . . . ' .., __ f'": __ :-J""'" ·+--,-t, ,. I I· :::.:·: .. ~:::· ··: .. :.-::--.. -. ........ : , .. · .. :· :·." -·-r-~·~ I .. --' -. ............ . ---- LAGUNA PARK 155-200-08 111 • 20' RICK ENGINEERING COMPANY CIVIL ENGINEER$: PLA"INING CONSULTANTS : SURVEYORS 6620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291-0707 3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619] 729·4987 365 S. RANCHO SANTA FE RD. SAN MARCOS, CA, 92069 C819l 744"4800 .. ~y . . . . -+--· 1.: .. ::.::·:·: ....... .... .. ............ ~-·-· ···-··· -··- V . o,' ' ' : -',· ..... :.: .. .-- . ... t ...... -: ....... . . : ...... ~:·· .. ~.::'_::~;:•:::~.:I-··-:.+-~ .. ::~.,. ~ ::.~:::_ ...:,;·::._ ........ I-:::·:::.-.: .,:::·'.::. .. t--·-·-.. ·-·... ·..:.. . ' ·. ....... I I -···- I-··-. -: -· .. ····I . .. -... ·i ........... .. ·.~r-·::. .. -.c·· r,c· .- ·· ·"' ~ ·-~ ..... -- -'I> ..... .. -....... ·--··· .. I-: ... . ••.•• -....... I . ----- -..... _, ........ . .. . ::t::.'..: :., ... -- .. :: ........ :.-::.::.:::: . . . . 155-221-II II'" I ., ...... . ·- . ---. , : . PLAN: LAGUNA DRIVE _ .... : .. :. · .......... . . . .. . . .. :: - t--· ·+ ·_, .... ,_:. ~·:.:: .:: .. ..... '.. ' ._ .. ····· ..... :·::.·:·.:._ ...... .. . . ............... _._ --,,,-·------- C -.:.: ... ... -· ,· • I ... .. " . -........... , ... .. ···.:.:· -, PLANTlR .... --·-... . ·-····· ...... ......... 1 .... ···--·: ..... .. , ··-·· ...... ". ---- .. .... .... .... :· .. ::'.:~. :i;o:· . I . . , ... " . ,;,;:,t-•-+-· ............ .. . ..... : .... ,.;!~. -- ........ ~.· ,,,~ . .......:::.;:_'. :··-·· ... -···-·· ........ 1.:. .. ·-.::··.: ... · .. . ... - 1 .......... . --~···· . I ...... ...... ..... ' . 1 ...... : ....... ... ,,,_.,;;_ ·-·~ ,.:::.·:::_.·.: . . .. .. -·--. ····:,.·:·: :. .. _·::..~.: t ..... ... :·•1 ... ·-........ . ,~~ . : .... ·· .. ' . ... " ..... :. -~- I~• .-, .... ....... ·-· ... ,.; .. ' ---...... . I \ "' -·. -· '-· ---t--··-... .... 1·: .. :·:.: ..... _. .. ·.:. ::..:::."· f ....... :: . ......... ........ . ... t ....... .. -~-~-~ s· ..... :--::·.:.·.· ...... .. : .. " ... ·····-· ..... t ...... ' r: ---- ~. -.. . .. I ... ::: --;-------. ... ... f.. . . ::: .. : .... :::· ·:·:::·~·~:. ·::.-.• ::: ... ·: .. :::: ·: .. : -, ,_ J ENGINEER ·- Cir;) ------:] ,, . I ~ "' "' OF WORK <[ t;; 1&J z ROBERT A. STOCKTON R.C.E. 33591 . ,· DATE DRAWN 9y, DESIGNED BY• CHECKED 9y, APPROVED BY• • l£ ::.::·. "' ...... F... .... . ., . ' :· .:·:.:::::J-::·:.-:·: .. -··-·-··· 1 ... : .. . ----f- ' --+--- . . . ... :.:t· ·: .:·.:: .:::::JI , ....... ---- 1·""·····. ' ·- . I····· ---... :.:·· __ , ___ _ ··-··· .......... _ ......... _ . ---····· ....... .. ' .. I . .' ......... .. ~ ...... .......... ... . . " ·-.. -----+--- ------1----L--- -- 1-----1- -···--· ...... .. ......... . ·::.:": .. ! ..... <(:·:--.': NO IZJ ILi III @] [II III [Z] lfil NO. CD CD .. I:·:.· ... +··· ·--.............. ·-···· : ... ... (.:. ·-· . . ................ . .......... ........ -·:· .. . . .. -· ........ . ..................... I ... • ..... •-I-••-·-·:··_·= - -----f-- .. I ....... . -, -__ .. ----- ' .. , ....... .. . .... ·-·:.:··.+ .. ~. ·-l .. :· ....... -+--·-.... -.-::·::::: .. -·::. . . I ... :: ff~-~ ·;· . . : ... --I-- .. . ·-... +-----_-___ _ ---- --···· . .. ·:.:. . ..... ........ .,. . . . ".. ·. ~ .... ·:::::.:.. .... . .... .. , ....... . ...... -····-·· . .... . . ···- L. -.::· .. : ..... .. . " . . . ····-..... ········-·. :·:·:::::.:: . ' -, . ·-•-•;-·-... ···:··:: ..... ··!·'..::.: .... . -' -. ..... ... . .: .. ------ .: ...... -· .. ···t---·-· . ·-.... , ..... .'. . :::·;: 1 ...... . . j ... . -·. -...... ------.. .. ........ . i .............. . ··.·:· ••.• 1 .... .................. ............. ' -·--··+---···· ::·.: .. :::L:::·: . ..... - -·-..... ....... . . -•I-• ..•.. -······-· ........ -. 1... .. .. . ........ , .. . .... . ~ .... -. .... . ... I.. .. ····:·t:·:· .... :_.: . ····.::· 1::.:::.·: ... .. . ..... :: .. : .. ..--t: .. ··· ..... .: ... ··---. . ----·:_· ---- :.::::.:: . :::::::::: .. ::·:.:::··1--:·.:-.... . ...... . ····- DELTA OR BRG RAO/US LENGTH 30' Nl!i 023'3l"l ff4.89' 5l0' (34.01' N89"50'34"W N8~•50•34•w "· f4°45'!i5" 480' t23.70' N75"23'31"W !i4.29' ll•/21'13'05' 30' 1,,3 47' CENTERLINE DATA OELTA OR BRG. RADIUS LENGTH N75°23'3f"E /J, 14°45'55" ,00' BENCHMARK ... ..... . ....... ·•· ....... REMARKS t; II CB " II ,, JI JI REMARKS 145.39' 128.86' DESCRIPTION a LOCATION: SPIKE C,L, a LAGUNA NECR KREMEYER RECORD FROM: CITY OF CARLSBAD ELEVATION: 46,91 -- .::_· -·.:::.: ' PRIVATI! CONTRACT . r----r-.------.---,-=~~~~~I ~2~1 S~EET CITY OF CARLSBAD t3 ENGINEERING DEPARTMENT DATE BY REVISIONS APP'D PL ANS FOR THE IMPROVEMENT L ~GUNA DRIVE s· A. 10+00.00 TO STA.14+00.00 DC WNTOWN CARLSBAD AP~ROVED [mr------,,C'-'IT""Ye-;E~Ni-,; I PROJECT NO, OWN BY: CHKD BY: FIE1 " BY: PRELIMINARY NOT FOR CONSTRUCT! ON OF: PHASE I DATE: SCALES: HORZ: VED• DRAWING NO. LJM-~b JOB NO. 9467 I 155-221- 111 = 20' .. RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING C0NSUL1ll.NTS : SURVEYORS 51;i20 FRIARS ROAD $AN DIEGO, CALIFORNIA 92110 (61!i,) 2ijl'0707 3088 PIO PICO DRrvi; CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. RANCHO SANTA ~ERO. SAN MARCOS, CA. 92089 (819) 744'4800 \ I 0 \'\--------------'1~----+--+-----+]-------------1~ ENGINEER OF WORK PLANi LAGUNA DRIVE ROBERT A. STOCKTON R.C.E.33591 DATE DRAWN BY, DESIGNED BY• CHECKED BY: APPROVED BY: NQ [I] II) [I] [3] NO .... .. D£LTA OR BRG. RADIUS LENGTH REMARKS N89°50'J4"W 100.BJ' !O' Jf.18' " !O' Jf.45' • N89"50'34"W !2lll ., N89'50'J4'W 4311' DELTA OR BRG. RADIUS LENGTH REMARKS N89°50'J4"W 40000' BENCHMARK DESCRIPTION 8 LOCATION: SPIKE C.L. NECR KREMEYER 8 LAGUNA RECORD FROM: CITY OF CARLSBAD ELEVATION: 46.91 PRIVATE CONTRACT l---l--+----------------t---. I SH4EET I CITY OF CARLSBAD ~2 ENGINEERING DEPARTMENT ~ l----1f-----+--------------t~-. ;::P=L=A=N=-S--=F=O=R=T=H=E::==IM~P~R~O::VE=M~E=N=:::T::==:O=::F=, ~====, LAGUNA DR IVE STA. 14+00.00 TO STA.I8+00.00 DOWNTOWN CARLSBAD PHASI=' l---+---1------------------t--'1, !APPROVED: SCALES: RE: ~ITV ENGINEER HORZ: 1---1---~------------------;----, ~======~';~~~~~;::::::; V""· DWN BY: I PROJECT NO. l-.!Jo"'R"'-Pi. .... W--IN--G-::-:-N:-::Oc-.--1 CHKD BY: FIELD BY: UM•-'# t, DATE: DATE BY REVISIONS APP'D PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 9467 • \ ,/, \ • +--+--1--·-· ·cc ;J __ c:: -r+-+------+---+-~---------tc-c-: +----t-+--±-=t-:::±-.c:i -~---. ' ~ +--+--'--F:'-E:-cE±:=--.J=· :·::· ~ ~- ~ . -+-+---'-+=±:c:-c+-f2') ~ .. ! . •Jlqrt="f':-":E-+ ··-·'I< ~-+----+-l"" .. --• I ',,,: >tj 4,1\ ' . . '' .::.:: .. c:::·:' ·ts:: I.;) '" -····----••y ' _j.:........j...cc..:j=:j:··· =·. +--,--. :~.. ~ (qt-:_ ccc._. t-=J-:cj 1---++4-=--+c..::J=FF+-+----!--+-'-f'-i:c··--t-f--+cc+--,r -~------•·"+· ----+------, : t_' ' ' . """ t ---- --l---· · 1 ... :··,_--:· -. . ---·+-. ···-. T --~-': -.. 1-----L,..:..:i::.;·_1{::-. ' SCALE: I" = 20° --------------------j---' ,. ..... -----.. :._.:. :.'_--J- .,.L,.+ =F+ .. ,:::.:J ..... :-:= .. , .. E 155--223·09 '"-i£ t,i "' "" ~ "' • ~ ... _ .............. ~--'-_,_f-'-+-+-' t;;~,- 1------'--- I ... ~ i "' ~ ' '' .: " -_ 1 ·: . ·-. ""' "I"··•· . I 1 -=+--. . . -" . t ' " n., •" -••-• ••----• ••• . -. ' ' . ' •••• ••• •• --•-"•• •• •a " .. ··---.L. .. : .. ' ' -----l --- --------{"'--+-+-----1--l'l-<t-\--+--+-----t-+ ' '' .. -+----+ ' -F+-----¥f ;.:- ' ---,- -----f. -------, ... . . .. ""t . ' I 155-223-08 t;j r'.: k. '- "' ,,! -"-~ i l\j I ~ I,/ CH LNK. FEM E ~ ~ ~ ' ~ i "" as ' ' 19 8' l :le 1§ ~ ~ i':! "' "" °" <\.: SMH ~l=====~~,~r====c::::::r======r~-~~ \ ~..J 1----------J---+-------+----........ll------,/ --.. ,,\ \\ I ' \' :col ~ \~ \\ > ,., \ ~~ctl : ~ \, \ ".5 \ --.. ~ ~ ~ = - RICK ENGINEERING COMPANY CIVIi_ ENGINEERS : PlANNING CONSUlTANTS : SURVEYORS 5620 FRIAR$ ROAD SAN DIEGO, CAUFORNIA 821m (619) 291·0T07 3088 PIO PICO ORIVE CARLSBAD, CALll""ORNIA 82008 (619) 729·4987 365 8. RANCHO SANTA FE AD. SAN MARCO$. CA 92069 (519) 744·4600 ... -. -··-···· ' ' -. . . .. --+----+-+--~,-~,. '·' J·· ---1 4'-----'f:-:.:::+--=f "=4' = . ., +---+:-::±-.. ccc.: --:f-· '' '' ' .::.t:::.-•::c· ·c:c" -'-'--"-'-'----......... -< 155-170-44 PLAN: LAGUNA DRIVE 155-170-15 2/ ..... •----~--·-----· ----- ----:: __ --·--·---1-... . ......... . ----------···· --,-1-::c-±-±'=E"::1-'--. ,~m ••• -• ••••----------------·. ,...... . .. -· ---.. -· ... . .. ·- ····-· -··-· ····--·---··-·· .... -.. S.MH. SAlf/C(IT ~ ~ ae ,· ~ ~ ~ "'"" "' -Q "' '-' g:: .... -.. -·-·---· . . I · --: ., . -t : .. , l~ : .. ,-'+--' '''j'""" ' -·· ···-·-··--· ·--· -.... . ' ' ' ·---------. --, . --------. ·--· ---- 155-170-01 '"-~ il,s 'l Sc "' & ~ i§ 1:'.:' ~ ~ I~ ~~ i5 8 §~ ~ ~ 31: . "'I d tt cc,: ,., ~~~ ~. li"t ~ :t: \j) 11.:" \ ;,-; ENGINEER OF WORK ROBERT A. STOCKTON R.C.E.33591 DATE DRAWN BY' DESIGNED BY, CHECKED BY• AP PROVED BY: ." .. :. I· ---·-----·· :. ~-: ::~ ;\_ -~; ,::-·::~ ::=fl:::: :.::::: -::.: ... ---.. --------""" ·-----1------+-'-----'F-±=±=+ --------. .. ---.... . .. --·-~--.. ·-. ' ·••- I ____ ,,,,,. *-··-····· .. , ,J._,,. --+~ _--l-+---,__±l~±::-:ct::-i ---=i:::.::=i=---t=+---'-f -_---=~ .. :p: .. :_ ..... --~ -~ ::; ' -...... -•--+:-:--::1='-=-----=----+----- -C: ,--... ---i~--~?: -:~:~' f :: . ' ---... -i~ i \. ~ :t .. :1f:-_'-',,'E'+-"'l'--::'::~-· -----.. ~--_--_-/----±:-:::±=1l==J:~0r:::::::r NO m [W cm NQ (_1_, ·--·· ..... ·-···F-f="E'F-cl .. ,.. ..... ···--·1 '"'"' ---_ 1---+-------1---"-'i=+-'-=i==+-.:..+ ----------···+4=-"l=E~ ' """'. ---··=c-i=:t:::=t:=t=--7= CURB DATA DELTA ORBRG RADIUS LENGTH REMARKS,. IV 99,? !JO'.J4"Jtl 89.20' t." TYPE "G"CURB A/£39°50'34" Ill 94.60' ,, II A/89":,0'34'1'1 IG9.G5' /I " ' CENTERLINE DATA DELTA ORBRG RADIUS LENGTH REMARKS N89'50'14"W 400.00' BENCHMARK DESCRIPTION a· LOCATION: S?IKE C.L''. NECR KREMEYER a LAGUNA RECORD FROM: CITY OF CARLSBAD ELEVATION: 46.91 PRIVATI! CONTRACT 1----1-~~----------t---t I SHSEET \ CITY OF CARLSBAD ~2 ~=='...:::=:::E:::N::G:::IN:::E::E:::R:::IN:::G::::::::D:::EP::;l\;:R::;T;M=E:;N~T=::::...:L_g_j===; PLANS FOR THE IMPROVEMENT Of : LAGUNA DRIVE STA. 18+ 00.00 TO STA. 22+ 00.00 DOWNTOWN CARLSBAD 1---+--+-----------------i--, IAPPROVED I 1---+--+-----------------i--, '-'-R;'.E';:_::_7;1e":,7:;2:,9:_:_:_:_~c~1-1,._ -r,Y~ --~E~N~O~IN°;,E~E~R~-=-=-~ DWN BY: I PROJECT NO. CHKD BY: FIEL BY: DATE BY REVISIONS APP'D PRELIMINARY NOT FOR CONSTRUCTION PHASE DATE: SCALES: AS HOR;Z: SHOWN DRAWING NO, ()NI· 4 b JOB NO. 9467 ;, ' ' , ' ' \' ...... ,.,. .! -r.:~::·.·.·· '--e"-=i==f=::+ _·.:._::~::·:.~:·.: ..... "" :·:. """. ·:::: ... ·: .. :.:. ... . "' ... '" i: . ,·_ .. ·.··.·:~:--:-~::::·:.:::·:: ' ..... 1· ' -.-_ "I" i " . :· ·:·.·::::::.: .. :i. " "" 1 .... ,, .:.: ........ _: .. :·:l ........... ·.• .. :·:_· .... ~·:)i~i-t:·.·"' I• " • .&:/ 'r:'}. •~,: • •-'f" " • """"""" '"' "'"'"" "" .. 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STOCKTON R.C.E.33591 DATE DRAWN BY: DESIGNED BY 'I CHECKED BY: APPROVED BY' DATE BY REVISIONS CURB DATA DELTA OR BRG RADIUS LENGTH REMARKS APP'O /9$. 70' 6"TYf'E "6" ,, BENCHMARK DESCRIPTION a LOCATION: SPIKE C.L. a LAGUNA NECR KREMEYER RECORD FROM: CITY OF ELEVATION: 46.91 CARLSBAD PRIVATE CONTRACT CITY OF CARLSBAD ENGINEERING DEPARTMENT PLANS FOR THE IM PROVE MENT LAGUNA DRIVE STA. 22+00,00 TO STA. 25+ 00.00 OF: ~ l_g__J DOWNTOWN CARLSBAD PHASE I !APPROVED RE: OWN BY: CHKO BY: ""'"'LD BY: CITY ENGINEER I PROJECT NO. PRELIMINARY NOT FOR CONSTRUCTION DATE: SCALES: HORZ: VER: DRAWING NO. UM--4 b JOB NO. 9467 ·-., .. ---· ... ,., ... I I • .. "" .. ....... r-· -· I--··---· ' ' ,. 1-'~:+···._;.._·····+.--·-+--:':~· .. +·-· ~ __ .,_ .... :. ··,, ·::· .:::. :. -•-l--1-~····4-·_•~1;;;_-1~.-+-+·c..;·"'," "·+· ' " ""''''. ~~ :·::"'.'.:'."" .. :::::::;~----· """ .... .. --· """ ., .. , ·- "" .. , " ... 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RAO/US LENGTH REMARKS 43,50' '• TYPE "6" CU/i'B N34'27'J0"W 323.79' , , NJt1°21·1o·w • CENTERLINE DATA DELTA OR BR(:. RADIUS LENGTH REMARKS N34°2r1o·w 10000' BENCHMARK DESCRIPTION 8 LOCATION: SPIKE C.L. NECR KREMEYER 8 LAGUNA RECORD FROM1 CITY OF CARLSBAD ELEVATION: 46, 91 PRIVATI! CONTRACT CITY OF CARLSBAD ~ lli_J ENGINEERING DEPARTMENT PLANS FOR THE IMPROVEMENT MADISON STREET STA. l0+00.00 TO STA. 14+00,00 DOWNTOWN CARLSBAD APPROVED: RE: IH72~ CITY EN\ilNEER DWN BY: PHASE DATE: SCALES: AS HORZ: SHOWN VER: DRAWING NO. APP'D CHKD BY: "'IELD BY: I PROJECT NO, UM-"1 fa PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 9467 ~/ ~ V)c, i-c; '¼, --- -·--··· .... --,. ' -~•-,_-_r_ -I i •• .. ,~ ·-t-~ ::f---+--+--!. ----_-, I-----1---->·::-• •- -------.c .µ l _·t -' ' ,. • _--,._i. -'-!-----'+'-'-+-'-!"'-'-+ ,_l,:;·-_ ==c.=c......L. ~3-110-46 ; ~ K, ✓ r5> c," ~ ~ I,. ,, .... r/4,(l, it~lli .... ,JP Cl: .... / :{: -ti· lU '( r!l ~ ~ ~ . (i', 9' 9' IO ~~ ... ~ lJJ :<i ~ ~ \I ... ~ :::J ~r203-l 10-21 Vi,'/ g: d~ () :;;, "" ~ -~ ~ sl~ "' ~ -,➔ ~ '-a ;J\ '\r l g, ~ •11 ._ ,s\ SC: I, I ~ '-'"i\ '• ,, I I ~ ~\'.: \x . I'_ ~I y I h 'l I,'~ \ 7' 7' ~r, ';~ \ '· 203-102-16 RICK ENGINEERING COMPANY CIVIL ENGINEERS; PLANNING CONSULTANT$ : SURVEYORS 5820 FRIARS ROAD SAN Olf!GO, CALIFORNIA 92110 (6191 291·0707 :3088 PIO PICO LlAIVe' CARLSBAD, CALIFORNIA 92006 l'.519) 729•4987 365 $. RANCHO SANTA FE: RD. SAN MARCOS, CA. 92069 (519) 744·4800 . il:-' <I:: ..... '.:I " ... Cl: ~ ' !,,; is >ii: "' ~ ..... ~ ~ ~ ~ ::e <:t:: I'S:, ~ \fl ;;. ~ '1-t ~ ... I Is'. :,_ (0~40.05 f.C.R. l\l ~ "' i ~ ARBIJCl(lE STRflT ~ . ~ 1--°' . ~ -tu '.,. I , ' •' , • '~-,,11,·: I, 1,T ~ '-<;I-,,, "' _, cl! ,i.. ,._ ~ i!I "' ~ as ~ ~ ~ ' ~ ,.,, i:, t <el ~ ~ :5 ~ 'i "' § "' ,-.. ~ i:j <j ~ >-~ "' ~1 8: >"! "' ~ "' It)~ ii ~l'. 203-110-26 203-110-27 "' "" 6 "" "' "' "-' ~ "' ij ..... i "-' :,_ 3 '' _, ~ :... ~ ~ ~ f:': -i£ ..... "" ~ -_, 1"! ~ c;;' a; ):;' t~ ..., = 0:, "' £"! .___ '--"" "'' :t~ 05 '<)' t,, . ~ ~ ~.)l .. ;;;: 'G"Q. I \ \I fl 0 PLAN: MADISON STREET ... ----···----+-+ <------+-----+-l r ..._L~~-~-- 203-110-30 __, ~ "' ~ _, Sc t:::J ~ ,_ ~ ?:: "1 .., .) ----fie ~ 16 ~ "' ~I IJ ;,: ENGINEER OF WORK ROBERT A. STOCKTON R.C.E 33591 DATE DRAWN BY: DESIGNED BY• CHECKED BY: APPROVED BY' DATE av REVISIONS _.,:.,•--'•----l'------ ---'f-+--, -i . .. --~.:..... ... ~---" NO. [I] III [!) @] NO CD CURB DATA DELTA ORBRG RADIUS LENGTH REMARKS ~•89'55'01" 20' 3(.99' t." TYPE 'fl"CtJH8 '1•?0°04'59" 20' 31.44' " " N34'!7'30"W B5.!i9' " " N34'27'J0"W 23.30' • ,, ""' . ' f,,,IAs!,~ , , ' _ ,, •-""'""'"' CENTERLINE DATA DELTA OR BRG. RADIUS LENGTH REMARKS N14"27'10"W 400.00' BENCHMARK ., ··;.y· DESCRIPTION a LOCA~~' SPIKE C.L. NECR KREMEYER a LAGUNA RECORD FROM, CITY OF CARLS BAD ELEVATION: 46. 91 PRIVATE CONTRACT I SH9ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 2 PLANS FOR THE IMPROVEMENT OF: MADISON STREET STA. I e+oo.oo TO STA. 22+00.00 . -,.~ ,, .. .. DOWNTOWN CARLSBAD PHASE I APPROVED: DATE: SCALES: AS RE: ll!>77c, CITYlfNGIN ~~~: SHOWN DWN BY: CHKO BY: DRAWING NO. APP'D l'"I"" n Ry, I PROJECT NO. I <JM-"'16 PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 9467 i • -···· t·"""'"" ·•·· , ... :.' .. ", ..:· ,. '' .:· .. ·-·-- '' "" ' -" , ... . I . --+----------------..... + ..... . ' ' . ..... " ... • 1 ........ . ' . ·-.:. ... 1-:··--· -··· ...... .. ..... .. " .... - I· __ •~••-"~•·~ . ·-·+· "··-1 1 . . . . -···-· ""' .. , .. .,, .. -..... -- ' . .. """'"" :::.:.:. ... _ ... -·--····-· ... ,. ----+ ··-'·.:: ·., .. ,, ","',""'" "'" .. .... :···. . ..... .. ...... ·:. ...... • .. .. . 203-102-27 RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSULTANTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 29t·0707 3088 PIO PICO DRIVE QARL$BAD, CALIFORNIA 92008 {618} 729·4967 365 6-RANCHO SANTA~~ RD. SAN MARCOS. CA. 92069 (618) 7444800 """" ..... , .. ' :: 1·_::·.:~: .... 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UM·"lb PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 9467 ---------I-· -- •.. I-······I-·-· ·. ·.· .... ·-·-·-..... . ...... I···· ··· ·· ............. · .. 1 ...... . ....... ; .......... .. ···--... ....... 1 .... ... .... I ' --- ........ .:: -······ .. ::: .. ·.: t ..... . ·-··· ................ . . ·1-·-··· ·---··-··-· .... r·· ·:::: .. -·· ·-·- ···.:::.::. ··.:·.-:-:::· ·.; ..... .::: _.. : ... : ... :.;:: . ...... ···-······ _ ..... . ..... :.:: -······ --- · .. : ................ . . :.:· ;.: . . :--··· . ...... ...... ..... --- ...... · ..... I ·····-·-·- .. ........ . ·: ... I· . .. : .... . ..... ... ...~ .. 1:· .......... I· ... .. . -···· . -::-: •. _ ........... 1...... . ...... · .... ··-··· ... '. .......... : ............. .::· .. :::· ·::: . .= ·::::: .. :· :.-.::::·:. :·:.:~:·.: . ::.:.:: ... ·::··::::: ........ .. ··-·-···· ·····-.. . ... ··-·-· ------- . . . . ..... . t---+••----±--+.~~".'.; ~':"""•-,.•-"t••m-~ 1--• .. .. .... __ , ··-··· . 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'..~· .. ··-· ........... ~ ..... .. --· ................... . -------... ~..:. --....:..·r----• ,....._ ------~m~u ~-•-+•--,,--,- I----' -----.. _ _--- ------ 203-110-31 203-110-34 laJ z -..J ........... r-l- 1 RICK ENGINEERING COMPANY CIVIL ENGINEERS: PLANNING CONSULlllNTS : SURVEYORS 5620 FRIARS ROAD $AN DleGO, CALIFORNIA 92110 (619) 2910701 S088 PIO PICO ORIVE CARLSSAD, CALIFORNIA 92008 (619] 729-4957 :366 $, AANOHO SANTA FE AD. SAN MARCOS, CA. 92069 (619) 744'4800 ····-·· ......... . ····-·· . . . .... ....... - ' ----- -- ..... ::. ". ........ I-····· ...... ·- .... : .... ···.:· .. ............... -· i..: ... :·:-::.:·:.~·:-·;::··.:.: ... : ... : .. ·········-1--.. 203-302-01 \ -SAPICtlT____,, :. __ _. .. •-•,. ~: ~ --~u ••www ~ .. ·········--···· 24 -. .. . .. . ......... . . ...... .... ........ ...... ·I··.: .. ::. -- ............ -· .. ··--• . ... ----- .. ··--. PLAN: MADISON STREET ·····-·-·· --r --- ···-···t:::· .:.:.: ... :··_-.. ::: ......... . . ... 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STOCKTON R.C.E 33591 DATE DRAWNBY; DESIGNEDBY: CHECKED BY: APPROVEDBY: .-: ... :.:::. . . .. t . I ... .. .. . ----~ ··-···-·t-· ... . .......... . • -·1----,-: r----1--t----~~------__ ..::..:::_ r:-___ ----1--,:::·-----i--.. _ ......... _ · --.:= ... ::~ ..... ~ic:_-. +:_= __ =_+_= __ =_ +=+-+--+--+'---t'---t----l--:":~1---... ~--... r---,---t---t-----1,------a---_---i---__ -.~--i-....-.-~-:_ .:..:.----c-+c--+-'--1-l-~l--f--J---f----'-f---+-+-+1--,l-l-l-"··c· -~I-··::J:-=-::±=:==t:::::==J:::::=I ---1--• _:::.:'. ........ .:·::_:: ( ..• -..... • :·. ':::.::::· :~:~:::. : ... .".. . • ..... _-)·: ..... :: ..... :.: I " .. . -: _-- DATE BY -·-·~ ... ,~ .. ,. -~ .. ~- · ·· REVISIONS ........ . ......... . . ....... --- -----r:-_-_-------------+-- .. 1 ....................... ·:·1.:::·:: .. · .. :.· ......... . r r ··-··r··-··· I ....... _ ..... . . ...... .. ....... . ... . . ... __ .. , ...... ....... , ..... . . ... ... ........ .. . I .. •··-: -- .. • .. • ,aT•••• e,••'" •=~~• "' r ........ : · : ... ·: . : .:.. · '. · · I" · · t · ·: . ..;~ •w=-""-t'""--r-T•"• i--~--r•- .... ·~ r---·-,·-1: .. ", ... ~,..,;. I ....... -··-···· I t -····+-···· CURB DATA NO. DELTA ORBRG. RAD/l/S LENGTH REMARKS (I] N34°2l'JO"W !O(J.00' t," TYPE "G" CURB CENTERLINE DATA NO. DELTA OR BR0. RAD!l/S LENGTH REMARKS CD APP'O N34°27'SO'W !11>8 (3' BENCHMARK DESCRIPTION a LOCATION, SPIKE C.L. NECR KREMEYER a LAGUNA RECORD FROM: CITY OF CARLSBAD ELEVATION: 46.91 PRIVATI! CONTRACT ~ L!CU CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ ~ PLANS FOR THE IMPROVEMENT OF: MADISON STREET STA.22+00.00 TO STA.24+00.00 DOWNTOWN CARLSBAD !APPROVED RE: (8729 CITY ENGINEER DWN BY: CHKD BY: FIE• n BY; I PROJECT NO. PRELIMINARY NOT FOR CONSTRUCTION PHASE I DATE: SCALES: HORZ: VER: DRAWING NO. U.Nl-"'lb JOB NO. 9467 . -- 1::::.::-.:. r ..... ... :·:.:· I " " : .... . .. · ...... . ... , .... ' - r:. · ... .. ... ~.:·::::.;: .. ···. 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'"":". .. . ..... 1 ....... 0 PRIVATE CONTRACT t- l&J l&J a: t- (/) ~ LLI > l&J en 0 0 a::: ~ lli_J CITY OF CARLSBAD ~ L!_g_J ENGINEERING DEPARTMENT PLANS FOR THE IMPROVEMENT OF: OAK STREET STA. 4 + 00.00 TO STA. 10 + 00.00 DOWNTOWN CARLSBAD PHASE I !APPROVED: RE: 18729 OWN BY: CHKD BY: l'IELD BY: CITY ENGINE!ER I PROJECT NO. DATE; SCALES: AS HORZ: SHOWN UIOD, DRAWING NO, UM~.!!b