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HomeMy WebLinkAboutDWG 413-8; CT 02-14-03; BRESSI RANCH PLANNING AREA 8 UNIT 3; 01-16BRESSI PLANNING TENTATIVE MAP CT 02 UNIT 3 RANCH AREA 14 8 OPEN SPACE 2 er 02~-J4 KEY MAP LEGEND ----<>-- r----7 L ____ _J @ fa RIGHT OF WAY SE'M:R LINE SE'MR MANHOLE WATER MAIN RECYCLED WATER MAIN STORM DRAIN STREET LIGHT STREET LIGHT PER D~ NO. 400-8 FIRE HYDRANT FIRE HYDRANT PER DWG NO. 400-8 SHEET LIMITS SHEET fl/UMBER ACCESSHOLE NUMBER PROJECT SITE VICINITY MAP fl/OT TO SCALE GREENHAIDI ORI".£ •DECLARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE 1HA T I AM 1HE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA \,f" EXERCISED RESPONSIBLE CHARGE 01/fR 71-IE DESIGN OF THE PROJECT AS DEFINED Ill/ SECnON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT 1HE DESIGN IS CONSISTENT WITH CURRENT STAII/DARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICAllONS BY THE CITY OF CARLSBAD IS CONFINED TO A REWEW ONLY ANO DOES NOT REL/E\,f" ME, AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PROJECT DESIGN CONSULTANTS ADDRESS: 701 B STREET, sum, 800 CITY, STA TE: SAN DIEGO, CALIFORNIA TELEPHONE: (619) 235-6471 BY;.·_ -....L~-"".'1!=,,._-__,_b,._0.,,.4,,,:..a._ _____ _ Q-GREGORY M. SHIELDS R.C.£ NO. 42951 REGISTRATION EXP/RATION DA TE: OJ-JI-Oto --------------- T; \E.'ngr \2407\FA8\1mp \240/8irrip01.dNg 02/19/2004 08: 33: 20 AM PST \ \ SHEET INDEX PLANNJNG AREA 7 PEB DWG NO, 4·J-J,4 KEY MAP SCALE: 1' =150' SHEET 1. . . . . . . . . . . . . . . . . . . TITLE SHEET, KEY MAP SHEET 2. . . . . . . . . . . . . . . . . . . . . CONSTRUCTION NOTES PLANNJNG AREA 9 N SHEET J. . . . . . . . . . . . . . . . . . . . . . . . . . . . TYPICAL SECTIONS AND DETAILS SHEET 4 TO 16 . . . . . . . . . . . . . . . . . . IMPRO\,f"MEN T PLANS ANO PROFILES BRESSI RANCH REFERENCE DRAWINGS SEE DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STREET IMPRO\,f"MENT PLANS. SEE DRAWING NO. 400-BA FOR MASS GRADING AND EROSION COII/TROL PLANS. SEE DRAWING NO. 400-BC FOR BRESSI RANCH RESIDENllAL STORM DRAIN PLANS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO'MI ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY METHODS FROM INFORMA 110N GA 71-IERED ON MAY 11 ~19~9=8-BY SAN-LO AERIAL SUR\,f"'rS AND THE MASS GRADING CONTOURS PER DKG. NO. 400-BA. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WI/HIN ASSESSORS PARCEL NUMBER(S) 213-030-18 THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS: 1990-6252 BENCH MARK DESCRIP110N: BRASS DISK /fl/ CONCRETE IN A STANDARD SURl,f"Y 'M:lL ON CENTERLINE OF EL CAM/11/0 REAL LOCA nON: COUNTY OF SAN DIEGO_BfflCI-IM.ARl(Pf.SIGNA llON NO. R1BQ()_2lJ8±:ll/l_(C:_ ELEVA llON: 311.407 M.S.L. DA TUM: N.G. V.D. 29 ---"='-'=-'-~---- DRIVE IMPORTANT NOTICE WORK TO BE DONE 71-IE IMPROVEMENT mJRK SHALL BE PfRFORMED IN ACCORDANCE mm 71-IE FOI.LOl+l'NG OOCUMENTS, CURRENT AT 71-IE nME OF CONSTRUCnON, AS DIRECTED BY 71-IE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. J. 4. 5. 6. 7. 8. 9. 10. 11. CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLU110N NO.S 5201 (EIR 98-04), 5202 (GPA 98-03), 5203 (ZC 98-04), 5204 (MP 178), 5205 (LFMP 17), 5206 (CT 00-06), 5207 (HDP 99-06), 5208 (SUP 99-0J:ECR), 5209 (SUP 01-10:FLOOD), 5461 (CT 02-14), 5464 (PUD). THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCllON (GREEN BOOK) SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON & ASSOC/A 'TES, DA TED SEF'TEMBER 8, 1998, AND UPDATED LETTER JULY 2003. Tl-IE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 1HE CALIFORNIA DEPARTMENT OF TRANSPORTA nON, "MANUAL OF TRAmc CONTROLS FOR CONS7RUCTION AND MAINTENANCE WDRK ZONES•. Tl-IE CALIFORNIA DEPARTMENT OF TRANSPORTA noN STANDARD SPECIF/CA nONs DOCUMENT NO. 769692. THE CALIFORNIA DEPARTMENT OF 7RANSPORTA 110N STANDARD PLAN, DOCUMENT NO. 769691. 1HE CARLSBAD MUNICIPAL WATER DISTR1crs STANDARDS AND SPECIFICATIONS FOR WATER, SE'M:R, ANO RECLAIMED WATER. LEGEND QUANllTY UNIT ITEM STANDARD ORA l+l'NG 365 157,764 143,422 9,338 6,362 6,821 J 23,736 17 /:, ,,r( 0 9 7 3,066 1,165 803 11 Sr Sr Sr Sr lF LF LF LF Sr EA REMOVE AC BERM --------------------------------------------------------- 6' BASE --------------SDRSD G-21 --------------------- 4• ASPHALT PAVING (SEE STREET NOTE 1)---------CARLSBAD GS-1------------------- ·CROSS GUTTER-----------------------------SDRSD G-12 .,. (CARLSBAD GS-9, 10)--- 6" TYPE 'G' CURB & GUTTER---------·-----SDRSD G-2---------------------- 4• TYPE 'G' ROLLED CURB (MODIFIED) ---------SDRSD G-4----------------------- BARRICADE --------------------------------SDRSD M-9 ---------------------- 6" TYPE 'A' A.C. DIKE------------------------SDRSD G-5 •• -------------------- PCC SIDEWALK -4• THlct<---------------------SDRSD G-7---------------------- CURB RAMP------------------------------SDRSD G-27, TYPE A--------------- STREET LIGHT, PULLBOX {9,500 LUMENS}------.SEE{)J:TAll-$EE'T"Z .c---------- S7REET SUR\,f"Y MONUMENT--------------------SDRSD M-10---------------------- DUAL STREET NAME SIGN (DSN)-----------------SDRSD SDM-102------------------- STREET SIGNS------------------------------SDRSD SDM-102------------------- CONSTRUCTION OF 8" PVC WA]D?, CLASS NOTED ON PLANS------------cMWD 21--------- CONSTRUCllON OF 12" PVC RECYCLED WATER, Ci.ASS NOTED ON PLANS----GMWD 21--------- CONSTRUCnON OF a· PVC RECYCLED WATER, CLASS NOTED ON PLANS----CMWD 21--------- CONSlRUCTION OF MANUAL AIR RELEASE -----------CMWD 11'6------------------------ AIR & VACUUM VAL\,f" ASSEMBLY---------1CMMO W7- CONSTRUC110N OF 2• BLOW-OFF ASSEMBLY---------CMMO 11'6------------------------ CONSTRUCllON OF 8" GA TE VAL \,f" ASSEMBL Y-------CMIID W16 SYMBOL -t -.-8' PVC -w---- -R-12·~ _ 8' PVC -R---- -M.A.R.■ __ -A.&V.V.. -- -_a.a• -- ------- 10 14 1 CONSTRUCTION OF 12• GATE VAL\,f" ASSEMBLY-------CMMO W16--------------------------©--- -----i:l SECnON 4216/4217 OF THE GOl/fRNMENT CODE REQUIRES A DIG ALERT IDENTIFICAnON NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE" >ffLL BE VALID. 5 2,426 9 EA EA EA EA lF lF lF EA EA EA EA EA EA EA LF EA EA EA EA EA EA LF LF LF EA EA CONSTRUCTION OF ENDCAP AND THRUST BLOCK ASSEMBL Y-------------CMWI) W15-------- CONSTRUCTION OF FIRE HYDRANT ASSEMBLY--------CMMO W12--------------~ -f F.H. 8. PVC SE'M:R, CLASS NO'fED ON PLAII/S-----------CMMO S5-------------------------r -FOR YOUR DIG ALERT /.D. NUMBER, CALL Ufl/OERGROUND SERVICE ALERT: TOLL FREE 1-800-422-4133; TWO WORKING DAYS BEFORE YOU DIG. OWNER/DEVELOPER NAME: ADDRESS: P.'1011/E: BRESSI GARDENLANE, LLC., A DELAWARE LIMITED LIABILITY COMPANY, AS OWNER BY: LENNAR/iNR CAMINO PALOMAR, LLC., A DELAWARt LIMITED LIABILITY COMPANY LIABILITY COMPANY, ITS ADMINISTRA Tl\,f" MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORATION, ITS MANAGER 1525 FARADAY A\,f"NUE, SUITE JOO CARLSBAD, CA. 92008 (760) 918-7765 41 41 6 537 277 SEl!f:R ACCESSHOLES-------------------------CMIID St------------------------ SEll'fR MAIN CLEANOUT-----------------------CMWI) S6------------------------ SEl\£R LATERAL-----------------------------CMWD S6, S7--------- 1• WATER LATERAL --------------------------cMMV WJ------------------------ IRRIGA llON SERWCE-------------------------------------------------------- LOCAL DEPRESS/ON--------------------------CARLSBAD OS-1------------------- 18' RCP STORM DRAIN SORSD D-60 --------------------- 24" RCP STORM DRAIN-----------------------SDRSD D-60--------------------- JO" RCP STORM DRAIN-----------------------SDRSD 0-60--------------------- --o- ---o --® --® --~([) NOTE: THE CONSTRUCllON OF UNDERGROUND FACILlllES SHALL NOT BEGIN UNTIL A LETTER HAS BEEN SUBMlm'V"',._mE CITY ENGINEER FROM THE SOILS ENGINEER STAnNG 6 4 ·TYPE 'B' CURB INLET-------------------------PER SDRSD 0-2••------------------= -~ TYPE 'A' CLEANOUT--------------------------PER SDRSD 0-9------------------- ,. AS MODIFIED BY THE CITY OF CARLSBAD /HE SEffii:1,/i;J T M ROUGH GRAD/11/G IS CO'MPLETE. J BASIS OF BEARING THE BASIS OF BEARING FOR THIS SUR\,f"Y IS /HE CALIFORNIA COOROINA TE SYSTEM, NAO BJ, ZONE 6 AND WAS ESTABLISHED BETWEEN STATION NO. V-2002 PER R.0.S. 14023 AND STA noN NO. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CON7ROL BOOK, I.E., N88'54'05'W. THE COMB/fl/ED SCALE FACTOR AT STAllON V-2002 IS 0.999944419. GRID DISTANCE ~ GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOW/'/ HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS -0'32'51.881" QUOTED BEARINGS FROM REFERENCE MAPS/DfEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. PROJECTDFS.rGN CONSULTANTS PIANNINo • i!NYJIDIMBHJllL • l!NlllNl!rDuNo • Smmir/Gl'S 701 B Street, Suite 800. Sa.,.Dicgo. CA 92101 619-235-6471 FAX 619-234-0349 NOTE: 71-IE ABOl,f" QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANTlllES. "AS BUil T" CARLSBAD MUNICIPAL WA TE:R DISTRICT CITY OF CARLSBAD FIRE: DE:PARTME:NT REQUIREMENTS ROBERT J. WO DEPUTY CITY ENGINEER EXP/RATION: otf-30-06 J .C.E. 33698 02-/'/;-0:,: P/JC AS-BUILT NO. OF F.H.(S)_JQ__F.FLOW 1500 G.P.M. OUT OF _l__F.H.(S BLDG. z1 /Nlf/ED YESt!!§) F.FLOW. l!!n:ii:> G.P.M. i-::R;C::Ecc:4.::Z~'l:::'5::::/ ==--=EX::P:.:.·::'.O=J=·3'.::/=-0=II=---- . 1/ I ~EYJEWED BY: .'·-t/·(f·Of' ., _,,J FIRE 1.fAR ~L DA TE . CM O I 20T) 1 DATE 'I I sHE1ET I ~-c_1TY_o_F_c_A_R_Ls_a_A_o~ fsHEErsl6 ENGINEERING DEPARTMENT LJ..§_j PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 8 l----+---+----------------+---+----11----+-----I jA~:OVED: LLO~i:n7!F ~XPIRES 12-31-051 l---+--1-----------+--+--+--+---i ~~~~~6!i<~~~~~-~~!!!•~...!! ~~"(/.~2~~~'i~- DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. 2~ ~{:-;-25,....,,,.-i CT 02-14 (3) 413-8 ,)./'{ 240/08 , 102604 ----------------------------------------------------------------------------------------GENERAL NOTES 1. 7f/lS PLAN SUPERSfl)ES ALL OTHER PLANS PRH10USL Y APPROVfD BY THE CITY OF CARLSBAD REGARDING IMPRO'vfMENTS SHOWN ON 71-1/S SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\£ ANY PORTION OF 71-/E CARLSBAD MUNICIPAL CODE, RESOLUTION OR COND/T/ONAL APPROVAL, CITY STANDARDS OR OTHfR ADDITIONAL DOCUMENTS LISTED HERON AS 71-/EY MAY PERTAIN TO THIS PRO.ECT. 71-/E ENGINEER IN RESPONS/8/.E CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REIJE\.£ THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CDNSTRUC710N. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMIT1ED ro THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER 111LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE ALEO NAMING 11-IE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON 1HE PERMITTEtS POI.ICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. lliE INSURANCE COMPANY WRIT/NG 77iE POUCY MUST HA\f A RATING OF 'A' AND A SIZE CAJFGORY OF CLASS VAS tSTABl.,ISH£D BY "BEsrs• KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA V£ BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO 11-/ESE PLANS Wl71-/0UT WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REWSION BLOCK, ON 7f/E APPROPRIATE SHfET OF 71-/E PLANS AND TITLE SHEET. 8. ORIG/I/AL DRAWINGS SHALL BECOME THE PROPERTY OF '/I-If CITY UPON. BEING SIGl/fD BY THE CITY ENGINfER. 9. THE ORIG/I/AL DRAWING SHALL BE REWSED TO REFLECT AS-BUILT CONDITIONS BY THE EIIGIIIEER-OF-WORK PRIOR TO ANAL ACCEPTANCE OF 71-/f WORK BY THE CITY. 10. ACCESS FOR ARE AND OTHER EMERGENCY VEHfCI.ES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL 71MES DURING CONSTRUC710/I. 11. 'M-IERE TRENCHES ARE Wl'/1-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND, (C) COMPAC710N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING 8USINESS IN 11-IE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT 111LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR 111THIN TWO WORKING DA \-S OF COMPLE710N OF FIELD TESTS. THE WRITTf:N RELD COMPAC710N REPORT(S) SHALL BE IMMEDIA TEL. Y SUBMITTED TO THE CITY ENGINEER/1/G 11/SPfCTOR UPON COMPLE710/I OF 11-/E FIELD TESTS. 12. A PRECONSTRUCTION MEET/NG SHALL BE HELD AT Tiff srrr PRIOR TO lliE BEGINNING Of WQRK AND SHALL BE A [T[NDED BY ALL REPRfSENTAll\fS R£SPQN51fflf fQR CONS111UCT/ON. INSPECTION SUPERVISION. TESTING AND ALL QlliER ASPECTS OF Tl/£ WJ?K. THE COi/TRACTOR SHALL SCHEDULE THE MEE71NG 11-/ROUGH THE PERMIT CLERK (760-602-2740) AT LEAST AV£ (5) WORKING DAYS PRIOR TO STARllNG CONSTRUC710N APPROVED DRAWING MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. AU INSPEC71QN REQUESTS QT/fER lliAN FOR PRECONSTRUCT/ON MEET/NG llfl1, BE MADE BY CAWNG T/fE 2HfO/lR ENGINEERING INSPEC110N REQUEST LINE AT CZ6Q!4JB-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P,1.1. ON lliE DAY BEFORE 77iE INSPECTION IS NEEDED 4NSPEC710NS WILL BE MADE 11-IE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE O'IINER AND/DR APPL/CA/IT THROUGH lHE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAIIS A/ID REGULATIONS. 15. SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/DR CONCERNED AGENCY SH0111NG THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PRO'AS/0//S TO BE MADE FOR WORKER PROTEC710N FROM 11-IE HAZARD OF CAVING GROUND DURING THE EXCA VA 710// OF SUCH TRENCH OR TRENCHES OR DURIIIG THE PIPE INSTALLA 710N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5? OR MORE Ill DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA 710N. IF TIIE PLAN VARIES FF10M THE SHORING SYSm.l STANDARDS ESTABl,ISHED BY THE CQNSTRUC710N SAFE[Y ORDERS. rm,£ B CALIFORNIA ADMINISTRATl\f CODE. 77iE PLANS SHALL BE PREPARED BY A REGISTEREIJ ENGINEER AT 71:1£ CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA710N. 16. If ANY ARCHEQLOGICAL RESOURCES ARE DISCO\,£RED ttlT/flN ANY WORK ZfJM. DURING CONSTRUC710N. OPERA 1/0NS M.f/,1 CEASE IMMEDIATELY, AND THE PERMITTEE 111LL N071FY THE CITY ENGINEER. OPERA 710NS WILL NOT RESTART UN71L THE PERMITTEE HAS RECEIVED WRITTEN AU'/1-/0RITY FROM 7f/E CITY ENGINEER TO DO SO. 17. ALL OPERA 710NS CONDUCTED ON THE SITE DR ADJACENT 11-IERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS. EARTH MOVING EQUIPMENT. COIISTRUC710N EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO 11-IE PERIGO BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTH MOVING OR GRADING OPERA TIO/IS SHALL BE COi/DUCTED ON Wl::EKEIIDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-srrr HAUL ROUTES SHALL BE SUBf,ll[T[D BY 77iE CQN1RACTQR TO 77iE CITY ENGINEER FOR APPROVAL TWQ FULL WQRKJNG DAYS PRIOR TO BEGINNING OF WRK. 77iE CONTRACTOR SHALL BE RESPQNSIB/£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 77iE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPERA 1/QN. 19. NO BLAS71NG SHALL BE COMMENCED Wl71/0UT A CITY ENGINEER APPROVED 8/..AS71NG PROGRAM. 20. THE EXISTENCE AND LOCA 710N OF U71LITY STRUCTURES AND FACILJ71ES SHOWN ON 11-IE COIISTRUC710N PLANS Wl::RE OBTAINED BY A SEARCH OF lHE AVAILABLE RECORDS. 21 A TTEN710N IS CALLED TO THE POSSIBLE EXISTENCE OF 011-IER U71LJTY FACILJ71ES DR STRUCTURES NOT SHOWN OR IN LOCA 710N DIFFERENT FROM 11-IAT SHOWN IN THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU710NARY MEASURES TO PROTECT 11-IE UTIL/T/ES SHOWN ON lHE PLANS AND ANY OTHER EXIS71NG FAC/LJ71ES OR STRUCTURES NOT SHOW/'I. THE COi/TRACTOR SHALL VERIFY 11-1£ LOCA 710// OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN 11-IE PROJECT SITE SllmCIENTL y AHEAD OF 11-IE CONSTRUC710/I TO PERMIT THE REWSJONS OF THE COIISTRUC710N PLANS IF IT IS FOUND THAT THE LOCA 710NS ARE IN CONFIJCT WITH 11-IE PROPOSfl) WORK. 22. THE COi/TRACTOR SHALL N071FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST Tllti FULL WORKING DA \-S PRIOR ro STAR71NG CONSmUCllON NEAR THEIR FACILl71ES AND SHALL COORDINATE WORK Wl'/1-1 A COMPANY REPRESENTA 71VE. UNDERGROUND SERVICE ALERT SDG&:E SBC ADELPHIA CAB/.EVISION CITY OF CARLSBAD(STREETS AND STORM DRAIN) • CITY OF CARLSBAD(SEl'CR,WATER .t RECLAIMED WATER) • SAN 0/EGUITO WA ill? DISTRICT • LEUCADIA WASTEWA lE7? DISTRICT • VALLECITOS WA ID? DISTRICT 0/..IVENHAIN WATER DISTRICT BUENA SAN/TA 710// DISTRICT • AS APPROPRIATE !: \i:nqr\2407\PAB\imp \24C7.8/fYJp02.dw9 CJ/24/2004 10: 30: 25 AM rsr 1-800-422-4133 1-800-660-7J4J t-81)()-892-012J (760)438-7741 (760)434-2980 (760)438-2722 (760)633-2650 (76D)75J-0155 [760)744-04/JO (760)753-6466 (760)726-1340 x1J74 S. D. G. & E. NOTES 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG VI/THIN 2-FEET OF THE NATURAL GAS mANSM/SSI0/1 LINE. 2. NO POWER OPERA TED EQUIPMENT SHALL BE ALLOltl:D WITHIN 2-FEET OF ANY POR710N OF THE NA 1URAL GAS TRANSMISSION LINE. J. IF ANY CONTACT OF 11-/E PIPE IS MADE, EV£// IF 11-IERE IS 110 'ASIBLE DAMAGE, THE COi/TACT AREA MUST BE IMMfDIA 1f1. Y · INSPECTED BY AN SDG&:E Wl::LmNG INSPECTOR. THIS MAY SIGNIF1CANTL Y DELAY YOUR JOB IF SHORII/G DR OTHER SAFETY PRECAU710NS ARE NEEDED TO ALLOW THE INSPEC710N. 4. TO ARRANGE FOR GAS TRAIISMISS/011 MARK OUT AND STANDBY, CALL USA (800) 227-2600. STREET NOTES 1. ACTUAL STRUC1URAL SEC710NS ll1LL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/1/CIPALL Y DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS. ON THE PREPARED BASEMENT SOIL THE •R• VALUE TESTS AND THE EI/G/1/EERED smucTURAL SEC710N MUST BE SUBMIT1ED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL. A MINIMUM OF 00 (2) CITY WORKING DAYS BEFORE 11-IE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWl'I ON THESE PLANS. UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANDHOLDS SHALL BE SHOWN OIi THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOI\ED. ALL LUM/NARES SHALL BE "CIJTOFF" TYPE. J. ALL UNDERGROUND U71LJ71ES AND LA ll:RALS SHALL BE INSTALLED PRIOR TO CONSTRUC710N OF CURBS. CROSS GIJTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED COi/CRETE PIPE 111TH A MINIMUM 0-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET A//0 BACKRLLED WITH J/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR JS SOLID WALL PIPE. 5. 'M-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED 111THIN T'MJITY FEET OF BUILDING OR STREET AREAS AND REPLACED Wl'/1-1 PROPERLY COMPACTED SOILS. Ill OTHER AREAS 11-IE PIPE WILL BE PLUGGED Wl'/1-1 CONCRETE OR REMOV£D AS APPROVED BY THE CITY ENGINEER. 6. 'M-lffiCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 71TLE 24, CALIFORNIA ADMINISTRA 71VE COO£ 7. STREET TREES SHALL BE INSTALLED PER SEC710N IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITH/II THE LIMITS OF WORK OF THIS PLAN PER SDRS Dl+t! M19. 9. ALL SURVE:Y MONUMENTS AND POINTS 11-/A T ARE DISTURBED BY 11-1/S WORK SHALL BE RE-ESTABL/SHEO, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SUR\.£YDRS ACT. 10. 00 (2) SETS OF SURVE:Y {CUT) SHEETS SHALL BE PROWDED TO 11-IE CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES 1. 11-IE COi/TRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO 11-IE LATEST CALTRANS TRAffiC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 DR LATEST VERSION 11-IEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJ£CT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 711/E, PRIOR TO INSTALLA 710N. 4. ANY DEV/A 710// FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY 11-IE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPEC/FICA TIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER IN/71AL PAINllNG. SIG/I/NG SHALL USE ENCAPSULATED LENS REFLEC71VE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENT, ALL STREET STRIPING AND MARKINGS 111THIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT 111LL BE RESTORED TO A "LIKE NEW" COND/710//, IN A MANNER MEE71NG THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMITS SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR DR HIS REPRESENTA 71VE PRIOR TO /NATALLA710N. 8. COi/TRACTOR SHALL REMOVE ALL COI/FLIC711/G PAINTED LINES, MARKINGS ANO PAVEMENT LEGENDS BY GRIND/1/G. DEBRIS SHALL BE PROMPTI_ Y REMOVED BY THE THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF 11-IE CAL TRANS METRIC STENCILS. 10. LIMIT LINES A/ID CROSSWALKS SHALL BE RELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERll1SE SPEC/RED. 11. ALL CROSSWALKS. LIMIT LINES. STOP BARS. PAVE:MENT ARRO'NS AND PAVEMENT LEGENDS SHALL BE THERMOPLAS71C UNLESS OTHERll1SE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM THE LATEST CALTRANS TRAffiC MANUAL AND SAIi DIEGO REGIONAL STANDARD DRAWING M-19. tJ. ALL MEDIAN NOSES A/ID FLARES SHALL BE PAINTED 11:UOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHO'IIN IN 11-IE CAL TRANS TRAmc MANUAL UNLESS OTHERVIISE SPECIFIED. 15. SIGN POST SHAU BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAIi DIEGO REGIONAL STANDARD DRAWING M-45. 16. 'M-IEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STAI/DARO CITY MOUN71NG BRACKET 11111-1 STRAPS. 17. EXIS11NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY 11-IE COi/TRACTOR TO 11-IE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWl'I ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT 71-/0SE SIG/IS SPECIFICALLY SHOWN AS EXIS71NG TO RELOCATED OR TO REMA!//. FIRE NOTES STANDARD CURBS BORDERING RRE ACCESS ROADS SHALL HA VE THE WORDS "110 PARKING FIRE LANE" PAINTED UPON 11-IEIR HORIZONTAL AND VER71CAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY-AVE FEfT. LETTETRS SHALL BE OF BLOCK STYLE, MIii/MUM AVE (5) INCHES IN HEIGHT 11111-1 A STROKE OF NOT LESS THAN J/4 INCH, AND SHALL BE WHITE OIi A RED BACKGROUND. THE BACKGROUND SHALL EXTE/10 AT LEAST SIX INCHES BEYOND 11-IE FIRST AND LAST LETTfR OF lHE TEXT. CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WA 1FR MAIN AND APPURTEIIANCES SHALL BE CONSTRUCTED IN ACCORDANCE l',ITH THE "CARLSBAD RULES .t REGULA 7/0NS FOR 11-IE CONSTRUC710/I OF POTABLE WA ID? MAINS-CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN All EXCA VA 710N PERMIT FROM 11-IE DIWS/0// OF INDUSTRIAL SAFETY A/ID PROVIDE PROOF OF OSHA NOTIF1CA TIO/I BEFORE ANY EXCA VA TIO/I AND SHALL ADHERE TO ALL PROWSIOI/S OF 11-IE STA TE CONSTRUC710N SAFETY ORDERS. 3. BEFORE ANY CONNEC710N OR SHUT DOWl'I OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFF1CF AND MUST BE SIGNED A/ID APPROVED BY THE CITY OF CARLSBAD DEPUTY ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUC710N CONFERENCE MEE71NG SHALL BE HELD A MINIMUM ON SEVEN (7) DA \-S BEFORE CONSTRUC710N BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING /NSPEC710/I DEPARTMENT-TELEPHONE NO. (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING /NSPEC710N DEPARTMENT 48 HOURS PRIOR 1V STAR71NG WORK SO THAT INSPfC710/I MAY BE PROWDED-TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOIIE"D IN THE WA lE1? LINE EASEMENT. ALL EXIS71NG TREES A/ID STRUCTUR/tS SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK-ANY EXCEP710NS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTEIIANCES SHALL BE PROTECTED BY MEANS OF CA THOOIC PROTEC710N. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTEC710N CAIi BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENG/NfER WILL CONSIDER A/ID AL TERNA TE FORM OF PR01FC710N. 8. 11-IE EXACT HORIZONTAL A/ID VER71CAL ALIGNMENT AND TYPE OF MATERIALS OF THE ARE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD ARE MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 11111-1 THE •cARLSBAD RECLAMA 710// RULES A/ID REGIJLA 710// FOR THE COI/STRUC710N OF RECLAIMED WATER MAINS-CARLSBAD MUI/IC/PAL WATER DISTRICT." OCTOBER 1993 OR AS AMENDED. 10. ALL METER BOXES SHALL BE 17"xJo·x12· PO/..YMER CONCRETE. ARMORCAST OR EQUAL 11. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS 07f/ERl',ISE NOTED OIi PLANS). 12. MINIMUM SPACING BETWl':EN POTABLE WATER LATERALS AND SEIIER SERWCES SHALL BE 5 FEET. 13. 11-IE TOP OF THE WATER METER BOXES SHALL BE FLUSH WITH 11-IE RN/SHED SURFACE GRADE. SEWER NOTES 1. ALL SEIIER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 11-1£ "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWl::R S\-STEM -DESIGN CRITERIA, STANDARD DRAll1NGS AND SPEC/FICA 710NS~ LA TEST ED/710//. AND 11-IE STANDARD SPECIF/CA 710//S FOR PUBLIC WORKS CONSTRUC710N, LA TEST ED/710N (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA 710N PERMIT FROM THE DIVIS/OIi OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 710N A/ID SHALL ADHERE TO ALL PROVISIONS OF lHE STA TE CONSTRUC710N SAFETY ORDERS. J. BEFORE ANY CONNEC710N TO 11-IE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD DEPUTY CITY EIIGIIIEER AND DISTRICT SUPERINTENDENT. 4. BEFORE COI/STRUC710N BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. 11-IE CONTRACTOR SHALL l/071FY THE CITY OF CARLSBAD ENGINEERING INSPEC710N 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: {760} 4J8-J891.) SPECIAL NOTES THE FOLL0111NG NOTES ARE PROVIDED TO GIVE: D/REC710NS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINfER'S SJGNA TURE ON THESE PLANS DOES NOT COI/S71TUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. 11-IE LOCA710N OF EXIS71NG UTILl71ES ARE BASE ON AVAILABLE RECORD INFORMA710N. CONTRACTOR SHALL VERIFY 11-IE LOCA710N AND ELEVA710N OF ALL EXIS71/IG FACIL/71ES (ABOVE GROUND AND UNDER GROUND) Wl'/1-1/N THE PROJECT SITE. 11-/IS WORK SHALL BE PERFORMED sumCIENTL Y HEAD OF CONSTRUC710/I TO PERMIT CITY APPROVED REVIS/0//S TO 11-IE CONSTRUCTION PLANS IF ACTUAL LOCA 710NS ARE FOUND TO BE IN COI/FIJCT 11171-1 11-/E PROPOSED WORK. COi/TRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY 07f/ER U71L/71ES ENCOUNTERED PRIOR TO PROCEEDING WITH CONSTRUC710N. 2. A TTEN710N IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U71LITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA 710N DIFFERENT FROM THAT SHOWN OIi 11-IE PLANS. CONTRACTOR SHALL TAKE PRECAU710NARY MEASURES TO PROTECT THE UTILITY LINES, FAC/Ll71ES. OR STRUCTURES, SHOWN AND ANY OTHER LINES, FACILJ71ES, OR STRUCTURES, NOT OF RECORD DR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR 011-/ER EXIS711/G SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY 11-IE CITY OF CARLSBAD ENG/NfERING DEPARTMENT. J. SAFETY PRECAU710NS AND ADEQUATE BARRICADING ro BE IN FORCE BY THE CONTRACTOR AT ALL 71MES. I/EITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA710NS THE OWNER AND/OR APPLICANT 7f/ROUGH 11-IE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE A/ID FEDERAL SAFETY AND HEAL TH STANDARDS. LAIIS AND REGULA 710NS. 4. ALL LENGTHS AND DISTANCES FDR IMPROVEMENTS SHOWN OIi 71-/ESE PLANS ARE MEASURED Ill A HORIZONTAL PLANE. 5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE VI/TH ALL C/JRRENT LOCAL, STA TE AND FEDERAL REGULA 710//S. 6. THE WORK TO BE DON[ SEC710N ON THIS SHEET LISTS 1HE STANDARD SPEC/FICA 710NS AND DRAW/I/GS USED DURING THE IMPRO\.£MENT PLAN/GRADING PLAN DES/GI/. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCf 111TH THE CURRENT ED/TIO/IS OF THE STANDARD SPEC/FICA 710NS AND DRAVIINGS IN EFFECT ON THE DA TE OF THE SIGNA TUR£ BY lHE ENGINEER OF WORK. I . I ~il ~ SINGLE ACORN :>IRUI tJQfT N01ES:· ;1 !Jil/S IS /i.V. STA/JIJ..R./ifl) 11/r»i-1/EUIJWIIJ& . STll"l"ut/J t;/.J!!ltR */zyiJl!.-WtrH . . . BRASS FINIAL, AND INTERNAL TYPE Ill SEGMENTED RffiECTOR S\-STEMS. • ACORN HOLDER IS DECORA 71\.£ CAST ALUMINUM, AND HOUSES lHE BALLAST AND BUTTON PHOTOCELL. FIXTURE /S.100W HPS M. TAP. * p,ji.Ji "/$ iGti.6E. S" &4JJ1J,t:/l/i'il-1ffllsl<E0, . '\ ~,w,1,,,,µu,.,. 141711 /C.t,z" ;&,,.wt>· ' ' ~$1' ,41.J{/ollt/ibl. '1W, FIJm!. t:./l'O,IJ11"E~/d.,l,'/' / w~ n,~~~~•~"!'-;.:::-::=::-=::-~::-:--__.....,., • -'V COVE:R IS TWO PIECE, "CLAM SHELL. smE, CAST ALUMINUM. • P0/..11:Sll:R POWDER COAT PAINT FINISH. • GALVANIZED STEEL ANCHOR BOLTS. 0--.___ 16 FLAT FLUTES PO/.£ SEC710N 0 __j 00 PltC£ DECORA TI\IE' L BASE COVER DETAIL 2o·J~ ~ ~ SNGLE ACORN SIAEE I LIGHT NOT TO SCALE DOU8I.E ACORN !ilRU I LIGHT N07fS: · -.Jr11't'b1JD /!18AI!... ,f'!!(.Yl,lt W/711 . . . , BRASS AN/AL. AND INTERNAL TYPE V A 'k t.Zflls IS. UV. ~l!l'-!2£D,#o,/•',iiiµ.,:/;tl.;)~. ,.!.. 1,. SEGMENTED RffiECTOR SYSTEMS. r·-;; °"'1 I /• ACORN HO/..DER IS DECORA71V£ CAST ' 1 '•~ . . .. I/ ALUMINUM, AND HOUSES THE BALLAST AND ~-• f;; ,:.:;. • ':,, '/ 8UTTON PHOTOCELL. ! ~ .. , ~ [ 1 • DCPA-OJ-D2 MOUN71NG ARM IS DECORATIVE: l._ iii, , , • CAST ALUMINUM. 'r ~¼ 0 'i'' ~ ':----H·f--~.c='C-'."'.f -l FIXTURE IS wow HPS M. TAP ..... I 7 • ~ , l I - . - ,t /'tJd I!; 7 &4&£. 5" /Cf'IINJ>tJi:i,;/.71tf'SftBD · M'flil>A/.f!MIJ/1(1,,1 W,rnl/tJ.(;;,• RJ/.{NO e.ils1" ,'rU.{t,,ttiJ.«M M1E (!~,,.µ;{ W/!3I-Ol!ii-tl 70 . • uCB-10 """" c.;uVER JS 00 PIECE, "CLAM SHELL. smE, CAST ALUMINUM. • PO/.. l'fSTER POWDER COAT PAINT RN/SH. • GALVANIZED STEEL ANCHOR BO/.. TS. 0-.....___ 16 FLAT FLUTES PO/..E SECTION 0 TMO PIECE DECORA 71\IE' BASE COVER OCTAn. "AS BUil T" DOUBLE ACORN STREET LIGHT"-, }{~ l . A .... ~ ~ ,-~z.1. ·•z NOT TO SCALE ·-=-~""--'=-------DATE ----__________ / RCE 12'151 EXP. o,-a,-O'l, Wl::D BY: 1:>rr:--t e 9 -GID oftaifz,,m 'ECTOR DATE 1-"'-'Z_.,,-+,~-/_,,,_/JIUA_~_·_-__ .,,_"'·"_r_=_;<_"_rr•l'_·"_-_··_-__ • __ -+-_-+-__ -_;_~--I I SH2EET I CITY OF CARLSBAD ~ 2·12.-tn PlJC AS·/3/JILT ENGINEERING DEPARTMENT L.1§._j ;:::::==:'..~=====================:'...::=~ PLANS FOR lHE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 8 EXPIRES 12-31-05 PR.OJFCTDFSIGN CONSULTANIS ENGINfER OF WORK •L Vf,&(-=-'i l'IANNINO t l!NWmll. • l!Nwc&C?.J • Slllll'JIY/l'.ll'S 701 B Street. Suite 800, SanDieg<>, C.~ 92101 619-235-6471 FAX 619-234-0349 l~GRE'"'""oa, 9--'-,""· i"'•,..,·SHi"""'fibs. ....... R,....~.,..L.,.,<M"'s,...1 -.-~:=Arr~.-=~===1~"':03-'"':"'~--~-.-1-=0ES1"'a~"" . .,..,.,-_~PM~-,~==-~,1-D-Al£-+I-NI-TI-AL-t----------------+--□-A1£--1-IN-ITI_AL_1--D-A-1£-+--IN-ITI-AL-1 8:oBJ~~ . J ~ . . . . ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY;~ PROJECT NO. DRAWING NO. CT 02-14 (3) 413-8 J'.,V. 210708 C • C l\):e 0 C') -.... ~ CJ> ..... w I 0:, 0.5' ACCESS STRIP R/W 4• NON-CON11G/JOUS P.C.C. SIDEWALK 6" TYPE "G" CURB &: GUTTER (TYP.) 13' 60' 30' JO' 17' 17' 10' 7' 7' 10' STORM SEIIE"R WA TER DRAIN (C-900) (CL 150) 1J' R/W 0.5' ACCESS STRIP STREET LIGHT AS SHOW ON PLANS (TYP.) 6" TYP. '-CH(J!bFAll lMIE5 7lJ ffi'Ollff)I; PIJS/7/VE f% Mil✓. t:WAIHAGI: .SEE CURB P/i'OF/lE. . 1.5' UNDERCUT PER SOILS ENGINEER'S , RECOI.IMENDA 110N NOT£: MAINTAIN Z¾ MIN. Cl?OSSFA/J. 70 £OGE OF '!FfAV!iL LANE. PUBLIC PROPOSED STREET 0.5' STRIP 4• NON-CON11GUOUS P. C. C. SIDEWALK 6" TYPE •c• CURB &: GUTTER (TYP.) R/W IJ' EDENDALE STREET STA. 1+00 ID J+50 MU/RF1El.DS DRIVE, ASTORIA STREET MONTECITO DRIVE, PEPPERTREE WAY HUNTINGIDN DRIVE TYPICAL SEC110N, NO SCALE MINIMUM TRAmc INDEX = 6. 0 47.5' JO' 17' 10· 'ARKING 71?A \.a 17.5' 17' STRUCTURAL SEC110N 10' 7' I ID BE DETERMINED BY SOILS ENGINEER (MIN. SECTION 4" AC OVER 6" AB) SEE STREET NOTE NO. 1 7' o· STORM SEKE'R WATER ORAIN (C-900) (CL 150} R/W .5' ACCESS S71?/P 1.5' UNDERCUT PER SOILS ENGINEER'S RECOMMENDA 110N PUBLIC PROPOSED STREET EDENDALE STREET STA. 3+50 ID 11+66.60 HERITAGE OR/VE TYPICAL SEC110N, NO SCALE MINIMUM TRAmc INDEX= 6.0 R/W R/W MOD/RED ROUED CURB SEE DETAIL THIS SHEET STRUCTURAL SEC710N ID BE DETERMINED BY SOILS ENGINEER (MIN. SEC710N 4• AC OVER 6" AB) SEE STREET NOTE NO. 1 10· 2' 20· 1.5' UNDERCUT PER SOILS ENGINEER'S RECOI.IMENDA 710N 2' MODIFIED ROLLED CURB SEE DETAIL THIS SHEET I 6" TYP. PROPOSED PUBLIC ALLEY ALLEYS: JJ, KK, LL, ZZ, NN, S. &: W TYPICAL SECTION, NO SCALE MINIMUM 71?Amc INDEX= 5.0 T· \Engr \2107\PAB\lmp \2407,Bimp()."5.dwq 0J/?4/J0(;4 1C: J2: i 7 AM PST ... I 11 f, SEE IND. 1 I, SHEET I ( • VARIES PER PLAN AND DRIVEWAY LOCATION. DETAIL: REDUCED STREET WID1H SCALE: 1=20' PER SORSD G-27 CURB -----· ,;0--::::··-;;::..· :.:;;r:.::=c..::=------:~."TJ30~·- ~ _:~~' •°'.·•.· • ff!._,.,. .--~.: ~-; :.~ .... : ~:·, ..... / =10· ( R=5 RIGHT-OF-WAY I I DETAIL: CURB RAMP SCALE: 1=20' /SI.OPE VARIES, MATCH 1'-0,. 1'-0· ALLEY CROSS-SI.OPE (2% MIN.) 2%. MIN. - ·~ 1· .,,· • "- d ~ MODIFIED ROLLED CURB NO SCALE NOTE: SEE SORSO G-4 FOR ADDl710NAL NOTES ANO DETAILS. ENGINEER OF WORK GRECIJIY . SHIEUl • R. 17.00' 15.50' UP ELEV. = C ELEV. MINUS O.J6 LOT I.[. AT DROP TO LENGTH I.E. AT SLOPE TOP CURB DEPTH NUMBER MAIN MAIN IN FEET P.L .{%)_ ELEV. BELOW T.C. (R/<:i:J (T.C.) ATP.L. f'EPF'EJ?TR"'f WAY ----,. .. ----... .... ------ l.02 ''"73 1.20 J0.00 1,;5..J9 ___2.00 . 364.88 9.~q_ 203 ----J57.9Z 1.20 . JO.OQ. 353,.i.3 zoo . . 363.26 9.M _204 34917 1 ?fl ._J_Qnn 350.88 ---2,QQ 11;0]8 8.90 20" 344.94 1 ?fl TAn/1 346.70 2,0Q 7rr n~ 8.56 -• J_Q§ 341.48 ----1,20 J0.00 343.24 ----2,()() J.i;J,OJ ·-9,19 207 337.97 1.20 30.00 339.73 2._ao 351.91 12,18 tf{RITAJif_ JRJVE.. ----- 2Q8 ,li{ 40 1.20 J0.00 351:l,Z} 2.00· 361.23 IS.IV -------.. ---·-- 209 .347.~ 1.20 30.00 ,,m .~. 4.57 ~ . f'j,M 21_0 ·c_ J4f.Q/ 1.20 ;JQ.00 '4.fi.l' ,.~2. 350.12 5.00 211 _337,}1 1.20 ... 30.00 --J.40. '15 &.72. 345.95 5.00 212 JJ2.9~ 1.20 Jo.no JJ/l,.9-fi. 1'1,flf .J!'. '" S.00 2L3 328.47 1.20 ___ JO.OD -330.23 2,QQ ---· 340.69 10.46 214 326.26 1.?0 J0.00 328~02 ~-2.00 338.22 10 . .ZY ----.. ---·-· .215 324.n,; 1.20 __ JO.OD 325.81 2.00 . 335.75 _!}.94 ------ 216 322.fiZ 1.20 J0.00 324.28 "'"" -·· 2.00 334.00 9.72. HU/fTINGTD.N DRIVE 2)7 31S.Z5 1 •. 20 •nnn 3?J.Z6 {5.16 •7R 76 s.oo 2tli 322.66 1.20 JO.DO 326.99 11.17 331.99 . 5.00 219 _327.8.lf 1.20 JQ.00 ••o,85 ~:'15 335.85 .>i.nn 220 ''1,_'1_2. 1.20 JO.OD JJJ.89 1.. 74 ; JJ8.89 ".no 221. .. --~Z.1 1.20 __ J0.00 n,; 2:n u,n,; ,; nfl . -- 222 ·-.14417 1.20 ------30.00 341.99 2.1!, 346.99 500 223 344,~I /.'JO J0.00 346.07 ZOI> 1,;1 n7 ".00 224 J4E,.ZT -1..20 30.00 J.tlJ,QQ . 2,(J(; 353.00 {i,00 ----- 225 34505 226 .341 ~.., 227 JJ7.17 228 JJ3.'{1 ??O 327.1/; 23{) 322,'&, 231 317.83 ---.. " ·-- .EDENDALE STRFET 250 -----------251 252 253 254 255 256 . - 257 258 259 260 1.50' 344 .. 36 342.88 340.40 <37.91 335,47 3J2.1J ------- 7,; 325.87 3??,46 318.67 318.21 J0.00' zoo' GRADE BREAK a.o.mc-----T.CB=C ELEV. + 0.06 1.20 J0.00 346.79 1.20 JO.OD l,1.1 /6 1.20 ,noo 338.99 1.20 ,,, nl'I J, '"'.19 1 ?11 ,,, nn JJ0.55 .1.20 30.00 ... 326...69 1~20 30.00 1?3.22. 1.20 J0,00 , ~61 1.20 JO.OD .. -· . U6Jj_ 1.2!2 1,20 1.20 1.20 1.70 7.20 1.2Q 1..20 1.20 -- ,,., nn f------345.J.li 30.00 344.43 30.00 342.36 J0.00 . 338.16 JQ._00 JJJ.54 . -.JQ,QO 329.58.. ___ Jo.nn 325.29 ,nnn "1.QQ 30.QO 319.97 0.5' 5.00' SIDEWALK 2.0% EL= C ELEV+ 0.20 STREET SECTION NO SCALE 2.(i) 351.79 2..16.· 148.16 2.2.Q . __ 343.99 2.18 34n12 6..~2 ,33,,;_55 //. 51) . 331.69 ____ JR 02 328.'i? ______ ,, __ ·····--·3.75. 351.61 ........ _],36 _J51.14 ..... JJ .. 4J .......... J:i.n .. 16 19.00 .... 349.43 20,JZ 347.36 _,,,. 17.32 343.16 -----__ ,_ _ _/2.82 .. 338.54 Jj.96 ····--5,82 -4,_Q.4 2.00 R/W 0.5' .. . 334.58 330. ?O ,76 nn 325.47 ELEV 5.00 ,; no 5.0Q 5.00 !'i.OQ 5.00 5,QQ 5.QQ 5.0Q 5.00 s.oo 5.00 5.00 5.00 5.00 5.()() 5.QQ 5.50 SEWER TOP OF WAIER . REMARKS STATION CURB STATION ------ AT WATFR - 5+50.00 36" "' 5+60.00 5+00.00 JfiJ.64 5+/0.00 ~ --nr, J60.J8 4+40nn 7 '" '" 356.38 3+60.nfl 2+58.00 353.40 2+7o.no 1+80.00 352.1,1. 1+90.00 ----------- 17t84.00 364. 7R i~0 ~-.oo 11+00.(}(l J57.46 11+30.01 ---------------- 1Q+25.00 ... 351.86 1o+50.QO 9+65.00 347.67 9+88.00 9+/.o,nn •4.3.0? 9+2M.fl - ---.. 8+40.0Q 341,0Z 8+5o.no 7+75.00 3JQ 17 0 • --.oa Z+.10.00 337.0J 7+40.00 -~-6+65,QO . 334.69 6+82.00 }6+ .-36 329,59 5+65,00 5+25.nn .J3J.6J 5+00.00 4+60.68 337.na " . ·-.oo 4±10.00 ... 341.J.3 3+75.00 J+40.68 . J.44.59 3+15.00 ---- 2+75.00 -l.tR.6J 2+5o.nn ?tJ).znr, 351.79 1+95.nr, 1+74.90 '"4.09 1±50.00 - ---- 1+95.00 354.23 1+60.00 2+55.68 .349.')9 2+30.00 _ _ ___ 3+25. 00 345.49 J+00.00 .. --- ----------J+ nn 341.29 J+7o.nn 4+1i5.68 337.51 4+35,00 ---"' 5+30.00 333.19 5+05.00 5+85.00 329,30 ,;.,_ 70.00 ------ ---·· __ 4+41.00 3:52.11 4+10,60 4+80Jlfl -· '"'.44 LJ.55,nn .nn 350.86 . 5+15.nfl -- 6+10.68 " 349.94 5+80.00 6+70.00 J.48,/55 6+45.00 7+40.00 345.13 1+1n.oo 8+10.00 340.85 7+75.00 . . 8±70.00 .56 8+40.00 ~·'" 9+35.nr, _ .JJl.94 9+10.'>fl ----.. JQ±nn,,,, 327.6 .. 5_ . 9+75 nn ------------ 10+80.03 323.0J 10.45.00 R/W DETAIL ALLEY ENTRANCE NO SCALE RC£ 'f2'1'51 EH£DBY: "AS BUILT" Z·lt•()/. PDC AS·/3/Jll T m ~ i-----t---1-------------+--+---+---+------l SH3EET CITY OF CARLSBAD 6 ENGINEERING DEPARTMENT ::=:::::::::'...::::::==============:..::::==: PR.amc:rDF.SIGN CONSULTAN'IS Pr.ANNINO • ~ • BNllll M • SlllMlrAJPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 51 DATE REQSTRAlKlN DESIGNED EXPIRES 03-31-00 BY: DA TE INlllAL DA TE INlllAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 8 EXPlRES 12-31-05 APPROVED: LLOYD 8. HUBBS.$r ~ i§ .#.,4-"~ ?E.6~_., ~ ENGINEER #f//e><-1 DWN BY: CHKD BY: Mk RVWD BY: _ PROJECT NO. CT 02-14 (3) DRAWING NO. 413-8 J.N. 2407.08 051004 ...,, SCALE: I "=40' BENCHMARK 0 20 40 120 OESCRIP110N: _,BR""-'i\SS=-Dl=SK'-"'IN'-CONC=-"'R-"E'-"TE"-"-IN,__A'-'-"S"'TA_,,_N""O'-"ARO-"'-SIJ=R'-"vEY,._,__=~=U.~ON~ __ _ CENTERLINE OF EL CAMINO REAL LOCA110N: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 110N NO. R1800 288+89 EC ELEVA110N: 311.407 M.S.l. DA 7UM: N.G. V.D. 29 ----~----- T: \fnqr\?07\Pl,8\irrip \;_;_-107,8,~nµOJ.dwy OJ/2A/2001 1/, / 7. 09 AM P57 CENTER LINE DATA NO. DELTA OR BRG. >AD!Us(tt LENGIH(tt) REMARKS 1 N7117'02"E -----207.00 CL EDENDALE STREET 2 9000'00" 50.00 78.54 . J N18'42'58"W -----364.46 CL EDENDALE STREET SEWER DATA NO. DEL TA OR BRG. 'AD!Us(tt LENGIH(tt) REMARKS CD N18'42'58"W -----215.00 6" PVC C-900 CD Nl8'42'58"W -----97.50 6" PVC C-900 WATER DATA NO. DEL TA OR BRG. RADIUS(ft LENGIH{ft) REMARKS k', N7117'02"E -----200.00 8" PVC CLASS 150 • (4 N18'42'58"W -----407.46 8" PVC CLASS 150 • • HGL PRESSURE ZONE 550 RECYCLED WATER DA TA NO. DEL TA OR BRG. RADIUS(tt LENG1H(ft) REMARKS N0013'01 w -----129.38 12" PVC CLASS 150 • N18'42 58"W -----402.46 12• PVC CLASS 150 • • HGL PRESSURE ZONE 550 STORM DRAIN DA TA NO. DELTA OR BRG. RADIUS(ft LENGIH(ft) 1 N71i7'02"E -----10.52 2 N18'42'58"W -----5.25 J N18'42'58"W -----18. 70 • WA TER11GHT JOINTS PRomcrDFSIGN CoNsuLTANTS ~ • .l!NYIIDGll!HrA • 1INmNlillRINO • SIJIMIY/GP.I 701 B Street, Suite 800, San Diego, CA 92!01 619-235-6471 FAX 619-234-0349 GREGORY M. ,,111c.1..1.1S. R.C.E. 42951 DATE REGISTRATION ~~ EXPIRES 03-31-08 '>-Z.<,-o "I' PM RE\1Elt. REMARKS 18' RCP (1350-DJ • • • 18" RCP 11350-D I • CURB DATA NO. DEL TA OR BRG. RADIUS(ft LENG1H(ft) REMARKS N74'06'41"E -----15.38 TYPE 'G' C rk G 2 N4117'02"E -----13.53 • J N7117'02"E -----34.00 • 4 N7117'02"E -----16.26 • 5 N78'42'58"W -----14.00 • 6 N7117'02"E -----13.61 • SCALE: HORIZ. 1"=40' VERT. 1'=4' 7 9000·00· 60.00 94.25 • B Nl8'42'5B"W -----13.66 • 9 N48'42'58"W -----14.00 • to N18'42'58"W -----66.22 • 11 N1177'02"E -----14.00 • 12 N18'42'5B"W -----5.75 • IJ N48'42'58"W -----14.00 • 14 N18'42'5B"W -----92.00 • 15 N11i I 02 .. E -----14.00 • 16 N18'42'58"W -----5.75 • t N48'42'58"W -----14.00 • 10 N18'42'58"W -----92.00 • 19 N1177'02"E -----9.77 • ~ N71i7'02"E -----18ZOO Z1 +-~90=--="-00=•00~• -+--=3=1.-=oo,,--r--'SB-=-='.1cc2;.--J---~ • ..-----1 • 21 N18'42'58"W -----49.90 • 2. N18'42'58'W -----344.56 TYPE 'G' C rk G "AS BUILT" RCE 4Z951 EXP. 0!J·!J/·O8 '1VIEWED BY: U....:t!l~~::~~~~::;ill9-== ... GPwe::-:;:::. :_ o:/.,,zlzma1 INSPECTOR crA TE AS·BLJILT I SH4EET I CITY OF CARLSBAD ~ :====:=====:===============================:=====:====:=====~===~ ,__ __ E...;N...;Gc..lN..cE;.;;Ec..R..clN-'-G-Dc..E;;;;.P_A.c..R'--T"'M""EN-'-T'----' ~ DATE INITIAL NGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: EDENDALE STREET BRESSI RANCH PLANNING AREA 8 APPROVED: LLOYD 8. HUBBSd')'" ~-~· .,.,.,. . . DWN BY: __,,.,,.,,-1 ,---,P--,R'""o-,JE"'"c--=r--N--0-.-, ~~ ~~: B CT 02-14 (3) DRAWING NO. 413-8 J.N. 2407,U8 051004 ..., 0 20 40 80 • !: \fogr\240?\PAB\imp \24C7.3imp05.dwg 03/24/2004 01: .54· 22 PM PST -., __ "--·'·· ...... , r-· ... PLAN: EDENDALE STREET SCALE: 1 "=40' BENCHMARK ()[SCRIP710N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WE'LL ON CENTERUNE OF EL CAMINO REAL LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R1800 288+89 EC ELEVA710N: 311.407 M.S.l. DATUM •. • __ .:cNc,.,.G'-'.V.-"'.D"-.-=-29:;__ __ _ PROJP.CTDFSIGN CoNsuLTANIS .PLINNINO • ll!mlCNll!NrM. • l'lNlllNallNo • Sl11Mlrl0l'S 701 BStreet, Suite 800, San Diego, CA 92101 619-235-M?l FAX 619-234-0349 DAlE REGtSlRAlO,I EXPIRES 03-31-06 > . 2-G. · 0.,.. OESIGN€0 PM BY: RE\1Elt ................. '' ............ ·-·--.. , ... CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft, l£NGTll(ft) REMARKS 1 N18'42'58"W -----303. 68 CL EDENDALE STREET 2 13'07'19· 200.00 45.80 • J NJ1·50'1rw -----5z12 CL EDENDALE STREET SEWER DATA NO. DELTA OR BRG. RAO/US(ft LENGTH(ft) REMARKS I N18'42'58"W -----147.50 6" PVC C-900 Ci) N18'4258 W -----151.18 8" PVC C-900 J 13TJ7'19" 200.00 45.80 • © N31'501rw -----64.62 8" PVC C-900 WATER DATA NO. DEL TA OR BRG. RADIUS(ft l£NGTll(ft REMARKS u N18"42'58"W -----303.68 8" PVC CLASS 150 • "'" 13'07'19· 193.00 44.20 • ·" N31'5017"W -----74.16 8" PVC CLASS 150 • • HGL PRfSSURE ZONE 550 RECYCLED WATER DATA NO. DELTA OR BRG. RAOIUS(ft LENGTll(ft) REMARKS -'' N18'42'58 -----50.00 12" PVC CLASS 150 • , z __ , N/8'42'58 -----253.68 • L,LI 13'07'19" 20ZOO 4Z41 • • • • N31'50'17"W -----60.16 12" PVC CLASS 150 • • HGL PRESSURE ZONE 550 AS-BUILT --·1··' -' --+--· -1 . -... ! r I I I ~-... ,_..\_____ I· .,! --+· . . ' ······-··· . --·----,_. . .... ---,---.----.......... ··••'" .. I .. ; --,.--,-:-.:-:-.. -[:_ ' 't· CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS I TYPE 'G' C & G 2 N18'42'58"W -----5.75 • J N48'42'58"W -----14.00 N18'42'58"W -----106.92 • 5 N111F02"E -----14.00 • 6 N18'42'58"W -----5.75 • 7 N48'42'58"W -----14.00 • 8 N18'42'58"W -----96.00 • 9 • 10 N18'42'58"W -----9.99 . N48'42'58"W -----14.00 12 N18'42'58"W -----14.97 • 9•44'75• 183.00 31.10 14 N04'40'57"W -----15.38 • 15 N34'40'57"W -----14.89 TYPE 'G' C & G 16 79'34'17" 43.00 59.72 6" CURB N18'42'58"W 303.68 TYPEGC&G 18 10'09'14" 217.00 38.46 • 19 N6015'09"W -----IJ.66 • ! N28'54'56"W -----17.79 TYPE 'G' C & G 21 -l---'""s=2.;c19""•4"'3"'•"---lr--4"'3,--=oo-=--r--5-="1c-:.7=9--+-~~6'='•rc"'u"'Ro=B~_______, "AS BUILT" RCE 12'151 If VIEWED BY: ~ no o4{,rztuo1 1NSPEc10R-olrr I SH5EET I CITY OF CARLSBAD [SHmsl ~====~=====~===============================~=====~====~=====~===~ '----E_N_G_IN_E_E_R_IN_G_DE_P_A_R_T_M_EN_T __ ~ L.1§_j DA TE INITIAL jENQNEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: EDENDALE STREET BRESSI RANCH PLANNING AREA 8 OWN BY: CHKD BY: ? RVWD BY: ~ PROJECT NO. CT 02-14 (3) EXPIRES 12-31-051 .:f/~o/ . DRAWING NO. 413-8 ,J.N. 2407.08 051004 C C11 :e 0 C) .... ..,I, .a:. en -A w I 00 ' ' ' . PLANNING AREA ii 10+00 STREET OED/CATION PER DOCUMENT ____ _ PLANNING AREA ii RECORDED O.R. I 0 20 40 80 ' T-\Enr;r\2407\PA8\?rip\:i4C/.8imp06,d.,,g UJ/}4/?t!:?4 l!:G6:54 AM PSI PLAN: MUIRFIELDS DRIVE SCALE: 1•=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY Kl:LL ON CENTERLJNE OF EL CAMINO REAL LOCA 110N: COUNTY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L :.. I .•• i , __ ' ;--'-+----- j ' -,----- ., .. o-------. .................... "r·--- -. " ·!"•·"·---·-------1-··-+·-·-+-+ -. ······ 1·' ....... ' .. +··-!··-····-+~~··i . i .... , ..... . !--+-~+--i· ·--- ' CENTER LINE DA TA NO. DELTA OR BRG. WIUS(ft LENGTH(ft t 14"50 19 600.00 155.39 2 N68i5'06.E -----138.01 SEWER DATA NO. DELTA OR BRG. AD/US(ft LENGTH(ft) r 9'51'04" 600. 00 103.16 CD N68'15'06.E -----77.80 WATER DATA REMARKS CL MUIRFIELDS DRIVE CL MUIRRELDS DRIVE REMARKS (" 8" PVC C-900 r 8" PVC C-900 NO. DELTA OR BRG. ADIUS(ft, LENGTH(ft) REMARKS t 5'25'31" 593.00 56.15 ,·8• PVC CLASS 150 • 2 9'24'4,J" 593.00 97.43 ✓8• PVC Cl.ASS 150 • CJ. N68i5'06"E -----77.80 /8• PVC CLASS 150 • • HGL PRESSURE ZONE 550 RECYCLED WATER DA TA NO. DEL TA OR BRG. AD/US(ft LENGTH(ft) REMARKS 1 10•45·02· 607.00 113.89 /12. PVC Cl.ASS 150 • '-~ N68'15'06•E -----73.61 '12" PVC CLASS 150 • • HGL PRESSURE ZONE 550 CURB DATA NO. DEL TA OR BRG. 1/?ADIUS(ft LENGTH(ft) REMARKS t N65'44'46.E -----17. 75 TYPE 'G' C ,t G 2 NJ5'44'46"E -----14.14 • J f'.39·44• 617.00 17.90 • 4 N68i5"06"E -----22. 71 • 5 N8t'44·54-w -----IJ.46 . 6 14°50'19" 583.00 150.99 • 7 N68i5'06•E -----43.07 • a NJ8'15"06"£ -----13.46 TYPE 'G' C ,t G 9 N36'J5'1J"W -----24.00 6' AC DIKE PRomerDFSION CONSULTANTS FrMDIRI ♦ l!N!IIIIMll!NT, • l!NalNl!llRNJ • SIIR\IIIYIG1'B 701 RStreet, Suite 800, San Diego, CA 92101 619•235•6471 FAX 619-234-0349 DA~ ~~-I -I ~~~,1-~ a~ 1>-tr,,o~ ' ' ·· f·-.-· .. -f--~··--!······,··•···· ' ' i ··1. ··· 1· -.. .,, ----r-_, 4-•- ' - - ------- . ,_, -i -----·--!···--._,,,,_,,,,. .. -·. ·-1-· ·+--·"!. -· .. ' I . " -- -, .... ' ,,., -----" . .. ' '! . ' '"' '"' ·~+--~·.;---;---t--,..-t--/-+-: -t~-i---+--+--;. ,· .. ,. -----~--l ...... '-~---..... ' '" • -i •• .,.,. .,. • ' ; __ .. ,. .... ; .. , ....... ,!.. ... ., -·--.. ' ! ' J, •• -. -l :_ .... . ' ' t j .... ~I ~····:~1 ·1~· ... ~: ~·· ·~; ---· i ''"· ' .... ~ ... • i-.... .,.. • • L -------······ ' "AS BUILT" RCE '12951 EXP. 03-31-08 l----+--+--------------i---t---i-------1 J SH6EET I CITY OF CARLSBAD [SHErnl6 ENGINEERING DEPARTMENT LJ§_j ~P:::LA=N:::S~FOR,,';;;:-:;::TH:::E;:;IM;P:;RO;:VE::;;;M;EN::;T:::O;,F;:: ====:::..'.:==~ MUIRFIELDS DRIVE BRESSI RANCH PLANNING AREA 8 APPROVED: LLOYD B. HUBBS ,r ~t·---1z·-o--1st.~~~~c-h1J~A~s"-~e~u~!l~T~------------i----r--;---i----; ~~ • • i'1~i'-/o: 1-4 .CI.J2Q.E.C> s' ►• ) •G'fT , • -· I IDATF INITIAL DATE INITIAL DATE IMI AL ~NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVA CITY APPROVAL DWN BY: CHKD BY~ RVWD BY;~ PROJECT NO. CT 02-14 (3) EXPIRES 12-31-05 lg//._-,, /. IJ DRAWING NO. 413-8 l N. 2407.08 051004 '102.604 -.a:::i- 0') ..... (a) I 0) I I ..... . ' •········•···.· .. ·.··, j ·.·.··· .. ·.·.·· .. ·•i·i... ! ....... • ........ · I ·:· ·····t .,'·.·.··.·.,.•-•.--·1----+-- ··j · 1 . ' . J ' .... f--+---,-····•.··· ',: •1··•······ ! i · ·1-1----4 ····;1········f···+··i··'· I ·I .• , •• , •• , ... !. ..... . • ' ,---j--t--·· :--·-.. ······ ... I ...... ,. ·· ·· ·· ,., .. t, .. , .. ,_, f·-······ ··• ··--·· ·· '· .. ,.. -· ·· ·· c···· • '.° ·· · · ····· ·· · t ,, "' ; .. " " ' ' : ........ , ... ,. . ' !-.. ·-·· •··· ... ·---1·······-........ . . .. . i ! . l , ... ,, .. , ... .. •·•···"'" ;._.. __ -_,_!_ ~·--<. ''""'" ,.,..,. ·•--···· -. . .... ----1~_ ... -_.,T"! _· +---+--+--l' . I···+····•! ···!· .. ,· .-. -__ : .. -.,,,, .. "' ,. . ; i ..... I !····· +-,·--+· . ············ rr·········i•· .... ; - . +--···· ....... , ....... ··_. i·. " .... •j·•···--· . -··· ... -·······1 ; --.. , ..... . , SCALE:!HO/IIZ, 1•, 40\ VERT. , •= ' : ................. ,.,.,. +.·+ ...... ;.,. ......... ... -.... T .............. i···»--··· ........ --. --........ ·i--··. .•. + . ++ · ·1 . 1+00 2to0 ...., 0 20 40 80 ' T: \Engr\2407\PAE\imµ \2&07.8impC7.dwy UJ/24/2004 1i. 21· !O A.M PS: ; .. .i,-__,_ __ ............... ; .. • .. -.; .. ' i ; i i ' .... /.......... -..... ' .. .... , ......... ._,! ........... ·r. -· ···t····--·--!"--· ·· :.. · ··' ·· --· ............ r· . ..... ··i ...... :, ...... . i 3+00 4+oo 5tOO PLAN: ALLEY 'W BENCHMARK DESCRIPnON: BRASS DISK IN CDNCRETt IN A STANDARD SURVEY ltEU ON CENTtRUNE OF El CAMINO REAL. LOCA nON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA nON NO. R18DO 288+89 EC ElEVAnON: J11.407 M.S.L. DA TUM: N. G. V.D. 29 -----'==~~---- ; I ' ; : .. , ......... i ' . --------- .......... -... ,,, .. i I ••• J,., "''"' i··-.. -' I .. ; . ,. •-··-·?·'"•· .. ~- ' .... t. -t· ..• t -.... i ,--,---,--,---r--:----r--[·--t··-··+ ·+···,, .. , ... , -.. ., ... , ...... r ........ -,. .... I -.... t .. ----,--,.--,----,-.. "+···--... , . I .. -,--' I ...... " .. ·· 1 _,,,. t-+--+--+-,, ' . ; '. ' ,, . ,. "' . .. . ; .. i i ' -.. , --.. i : ; ; . ,..1, ···1······ •:·· ' .... •···· ...•... ·····-r"·· .. -··r-·-···I····+······ ', . . ; ' ......... '. .. , ... , .. ··'--- -··""·""'··J···"'· : ... '----·-· , ________ -·-····· ----..... -1---... - -1------'- ., ........ , ...... --1······· .......... --- - -:------- --+---+-........... . I ; i · ... .... ' I . . . '..... • • ,. ' • • r ..... 1-----·~-f-------t---+--+---t-f-----------,---,-' I -+-t---+---+---'+----t--t---1-j-1 ----j--+-----t-----t--t--,---,----t--r---t--- .. _,. -.... , ... -· ... ' I ... ,. .............. i-........... .. . :. "'"' -.. t--· -· •. ·f·-·· ••• 1 1 --·I·· ·l···+,.·.·.·I·· : • J_,~ [ -< · .. f-----t ··'··+·· ,......... ....... ...j -•-·--+····"·-""·· , ........... ,, ... , ' ; .. i i. ' j ------~-·· --+--~--+--+-----1--+----+---+---+--il--l--,+--+---+---+-.-t-~+---+---+---+--+---t---+--+---+----'----1-,------t---+-f-------t----- ; .............. , ........ . --··••j••······--. i ... .,., ... I . , ........ .. ..... .J. . ..... ·r ........ . ........ .. , ...... ···· ·········1·•--· I···········--·.' ... j 1 ·I·'· l··l···t·· I L. . .. ]' .... I i i·. ; I · ...... i·· .[.... ... t-+--+---+---+---'' --1---1 ... .. ··1-i~_ "···························f ., ···1·; I ; 1· . ............. , ....... -+---+--~----···~-·--... _ ... , .......... r .. ··+ --·-•·• -··-··,'-.. --... i ...... ,, --, ••••• +----,··· .... 1-------,,-- : ' ........ L .... '···--· . . ···'······i··--.·--.-,1--.·.·.·.---.• i,·.·_·. -····· __ ·····+----.·. __ t I ' 1,,,··.·-·.· : .•...• ·;·.,+····. :•·· .. · ... :, .• ,........ :.. • I . ····! ......... . I ·----~--+---+-----+-----------···-···--···-·-··-6to0 7+oo CENTER LINE DA TA NO. DELTA OR BRG. RAD/US(ft l£NG71-1(ft) REMARKS CI N18"42"58"W ------753-87 CL OF ALLEY 'w' CURB DATA NO. DELTA OR BRG. RAD/US(ft LENG71-/(fl) REMARKS N18'42'58"W ---------754.40 MOO. RDUED CURB 2 N18"42'58"W -----755.37 MOO. ROLLED CURB NOTt: SEE DETAIL SHEET J . PRomcrDmGNCo'NSUI-TANIS l'lANNINO • JINYBtaommlL • J!Nl:IINllltJNr • SUIMIYIGPS 701 B Street, Suite &00, San Diego, CA 9210l 6\9.235-6471 FAX 619-234.0349 OAlE REGISffii.Tlffi DESIGNED EXPIRES 03-31-06 B'f. ~ ~-:t'-••¥ a+oo I' 11 I I 111 ':_~ 11' 11 11 11 11 NOTE: SEE SHEET J FOR ALLEY ENmANCE DETAIL SCALE: 1"=20' I I~\ I \ \ I \ I I I I I NOTE: SEE SHEET J FOR Al1£Y ENfflANCE DETAIL DETAIL: MUIRRELDS ORNE/ ALLEY •w• SCAL£· 1"=20' "AS BUILT" RCE 42'151 EXP. O!J-31·/JB REVIEWED BY: c:b1...~::!:,;:" =t-• ~'2s42~-~@!!t.tr//.:z.bttn1 INSPECTOR' D~ TE t-----t---t-------------t--+--+---t---11 SH7EET I CITY OF CARLSBAD ['sH'ms16 ENGINEERING DEPARTMENT LJ_§_j ::;P;L:::AN;S;:::;FOR;;;_:;lH;E;=.IM;P:;RO;,VE:;:;M:;,EN::;T;::;Of';::====:::::__::==::; DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ALLEY 'W' BRESSI RANCH PLANNING AREA 8 OWN BY:_......,,,,,_, CHKD BY: !!"° RVWD BY: ~ PROJECT NO. CT 02-14 (3) EXPIRES 12-31-05 I ~~,, DRAWING NO. 413-8 J.N 2-10708 051004 ·····~-f-- j I -. . . I J / j ,;! .-,·. , ' . j / / j , .. , ................ ·. I J I I j . .. .. .. -! j ~9-j+---1--~--1---'. -. . I • ··············pv,srA,=t+sl,···-: .. ;. 1· .,---s___. . . - - -) ! ' j ' j ! · ·· PV/£/;EV/=~55:02 -• ··I ,A11-"}~~.41L . +· 1 I(_~ '?,_Q.tl! ;:.. .... 1+00 0 .. · .. ·· .. ·t ·····I·+ J i . .. , .... ...... L 2+00 STOP SIGN (RI) AND STOP LEGEND & LIMIT LINE PER CAL TRANS A24D & A24£ 20 40 80 120 T.:\Fngr\J4fi?\PA8\imp\74-078irr1p08.dw9 03/?'i/?004 11:25.59 At! PST <c . '° ··--··· .... .. ..... --::J.m __ L -\ -~ . .. ·-.," .. .. !,-... -··-·-il ' i .:.,. ..... \ .... Sl'ALE: liORIZ. 1"=40' vfRT. 1• 4' I I 3+oo 4+00 PLAN: ALLEY 'LL' SCAlE: 1"=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRCT'E IN A STANDARD SURVEY 11!:l.L ON CENTERLINE OF EL CAMINO REAL 5+00 LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 110N NO. R1800 288+89 EC El.[VA TION: 311.407 M.S.l. DA TUM:_---"N=.G.~V.=.D~. =29~--- 6+00 172-~C> ~ c._.f),_ ~~~ ~\,'-"0 /4 ¼ ! 30 7+00 173 -STOP SIGN (RI) AND STOP LEGEND & LIMIT LINE PER CAL TRANS A24D & A24£ PRomcTDFSIGN CONSULTANTS PIANNINO • ~ • JlNOINlll!IUN3 • Sllll\l.BrlOPS 70l B Street, Suite 800. San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GftEGmY M. 9-ffELOS, R.C.E. 42951 DATE REQSlRAllON DESIGIIED PM Y½-EXPIRES OJ-31-06 Bl\ REIAEW: ~ '";, •Zv ·C,+' SIJR>EY RE'v1EW: .. i . .... L .. : 357{64 '' 'i 2+1~88 .</ Jsu, re, . j~ /// , I/ ' . . ,~'!, J 4>' ~I:)~ ·.· '\<;>'l,· ~ ~ 'Y ~ ......•• '" ,. '"·----i- 1 ............ T NOTE: SEE SHEET J FOR ALLEY ENTRANCE DETAIL j. . -. .. . .... ,. ~ . 1---t-----i -j i~ ' ...... {-... ; DETAIL: GREENHA VEN DRIVE/ ALLEY "LL" DETA/lJ(BR(S~ RANCH) WAY/ALLEY •LL" SCALE: 1"=20' ~=20' • . CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS l1 84'.31'02· 400.00 590.04 C.L OF ALLEY 'LL' CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS "AS BUILT" t 84'44'14" 391.00 578.27 MOD. ROLLED CURB 2 84'.35'13" 409.00 603.82 MOD. ROLLED CURB NOTE: SEE DETAIL SHEET 3. RCE 4Z95I EXP. o~-N-013 1---+--+-----------+--+--l--+-~lsH8rrTl~_c_1TY_o_F_c_A_R_Ls_s_A_o~~6 _ ENGINEERING DEPARTMENT LJU e-12-01 P/Jc DA TE INITIAL NGINEER Of WORK .4 • • Bllll T REVISION DESCRIPTION DATE INITIAL DATE INlllAL OTHER APPROVA CITY APPROVAL PLANS FOR lHE IMPROVEMENT Of: ALLEY 'LL' BRESSI RANCH PLANNING AREA 8 OWN BY: CHKD BY !! RVWD BY: ~ PROJECT NO. CT 02-14 (3) EXPIRES 12-31-05 ~ DRAWING NO. 413-8 J.N. 2407.0B 051004 01:) C :e C) a ..... ~ 0, ..... ~ I (X) ' -. .... --........ . ..... -1-·"·"'"" '-··· .•. ' ! I I I ···, i .. ,.. ·••''" ,., •••• *' :... "'" ~. I ... ,, .... ------- ·---------····· --. : t··: . l ............ i+···'-··I ·· ······· ! ' ; . - , I, -·--· f-•--·1 I ....... ,;.-. .. i -_, --------· ---_ ____.1__ ....... ,, .. , .... ' ' . .,. t··· i I ••• ' --. 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I L. -' ....... . ···t .......... · ·l··--+··+---1 +---J ··+·-+---1---+-r---+---I I • . 1--·· .... . . . .... --!·--1····•···f---t-~--1--· · --1· --+··I l ' ,. , .. I . · d "" --+~-t---f '.,. . ...... -+ ··-, .. . '. . . " : : ! j , .... ,, .. +-~-t-' ' -+·-I·····-••-'• ...... L ....... . I i ...... 1----· ... ; ' -.-... -.. , ...... ............... + ... 1--+-+--·c--t-+ ...... -.... . . ' I : ....... . " i +·+•·-······ ,. ................... t•-···"·:"····· ........ . . ' • • •. t ..... . . ........... . . -.. - I . .............. , ... -·-. ... ····~····""· I ,. . ' . 1--. :--1 . ' . I . .. ,--. . . . l "-· ... ,. -,---· .. , ... ,. . . _, -1---. . . .. " , __ ,_,, --' . 1-+-+--1--+3,1-'8-~°7'--+r-++-+--l~+-~+-+-;..._+-_,_-+--,i-t-~+-i ,,-'--L -+--i--+-++--+----'-~-'-' -+-f--+---+--t--1--,+-;---if--+--l---+--~--•--+--+-t-~ -: i L i . +····,, ···· ·······, : i f ··· ······ , ..... . ! I i -f----·: ..... ' . ·+· -1--+-' ·i--+--i-- i--.... 1' • · ·11· · · +· ·· ···· + i · .. · .. ········•· .. l I .. ·t ····•·••<0••.-.-, .. ,1 ·-j"·· .. · .. ·;--· ...• , +- 1+00 0 • +--+-..+-~-.--f·····--. ,. + 1 ·· ...... T ..... -., .................. "··· .. -•. •-• : .... ,, .. ;,..""·" ...... , · ·· ...... i"······ .......... ·· ... , :l·····l···J.,. !. " ... 1--·--··" , ...... -!• -· , I I 2+00 20 40 80 T: \[nqr\2407\PA8\,ir;p \24C?.8impC9.awq DJ/24/2004 I 1: JD:46 ,1M .0S7 I l-i .... , • • .' • • • ·-·-·-I ... ..... • 3+00 4+00 PLAN: ALLEY 'KK' SCALE: 1•=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRE'TT:: IN A STANDARD SURVEY llflL ON CEN'TT::RLINE OF EL CAMINO REAL - -.......... --_, _________ '" -- 5+00 LOCATION: COUNlY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R1800 288+89 EC ELEVA TTON: 311.407 M.S.L DA TUM: N. G. V.D. 29 --==~~---- i . !. .. ' ' . . . . .. . ..... ,.......... ........ . ............. ; ..... ". ......... -. i··---·" , ........ . ' , ......... ........ 6+oo J' PRamcTDFSlGN CONSULTANTS ft.ANNINO • ~ • l!NmNBlillNO • Stllmlr/GPII 701 B Street, Suite 800, San Diego, CA 92!0I 619-235-6471 FAX 619-234-0349 DAlE R!'CISlRAlKlN I EXPlRES OJ-JHl6 ~-U-t11 . ................. ! ...... .. ..!.... .. ... 1 .... -j-""7'r-C--. .. .. .. . ..... :. .. .. l' ...... . ... T ....... ,.., ........... . 5 1/2" 560-C-J250 CONCRETE (TYP,) I ..... . l .. I I ' ..: .. ····1 ......... . ' .. . .. .. . ..... , ....... ' . .. ..... ,.. ...... ·j· ...... .... "..... . ........ --·+····"·· ' +---~--, ......... , .... ; ....... ' . : ......... ; ....... ; ......... \ ....... . i NO'TT::: SEE SHEET 3 FOR ALLEY ENTRANCE DETAIL DETAIL: ALLEY •LL•/ ALLEY •KK• SCALE: 1•=20' CENTER LINE DA TA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS N79'57'J8T -----483.90 C.L OF ALLEY 'KK' CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) N80'05'06"E -----459.95 2 N79'57'J8"E -----468.85 3 99•44•59• 11.00 19.15 • 74'J9'28" 11.00 14.J3 NOTE: SEE DETAIL SHEET 3. REMARKS " ., - MOD. ROLL[D CURB • • MOD. ROLJ.ED CURB ' I ., .......... 1 ........... 1'··· ....... , ............ . I -+----1---+- ···· 1 , .. . NO'TT::: SEE SH££T 3 FOR ALLEY ENTRANCE DETAIL 4.25% ~1 ~, -+---- 3.90' ROLLED CURB TRANSITION nAS BUILTn ·c--t---! ................ i ... . I • ......... 1 ......... T' ..... . \~ ~ I I ff 11 11 11 fsHErnl ~ PLANS FOR lHE IMPROVEMENT OF: ALLEY 'KK' BRESSI RANCH PLANNING AREA 8 EXPIRES 12-31-051 #~o/ ' DA TE INITIAL l[NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY~ RVWO BY:~ PROJECT NO. CT 02-14 (3) DRAWING NO. 413-8 .!N. ?4(;7.08 (0 a ...,. 0) ....... --.. .. ---·· ' ..... . .. 1+oo 2+00 UIYAGAARD S· -· ·- CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft} REMARKS 1 N79'57'J8"£ -----324. 74 MOD. ROI.LE:O CURB 2 20'40'06" 91.00 32.83 J N56i7'57"E -----27.41 • 4 14i1'41' 91.00 22.54 • s N42'06'16"E -----14.35 • 6 N79'57'38"£ -----324.74 • 1 21V9'45" 109.00 40.26 • a N56i 7"57T -----27.41 " 9 14'11'41" 109.00 27.00 • 11 N42V6'16"E -----141.43 MOD. ROLLED CURB NOTE: SEE DETAIL SHEET 3. 0 20 40 80 T: \£ngr\2407\PA8\ .. 'rnp\J40?.3imp10.dwq 03/?4/?004 i?:46:13 PM FST 183 190 PLAN: ALLEY 'JJ' SCALE: 1'=40' CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) 1 N79'57"J8"£ -----324.24 2 20·42•0, • 100.00 36.13 J N5677'57"£ -----26.83 4 14i1'41" 100.00 24.77 s N42V6'16"E -----141.27 BENCHMARK REMARKS C.L. OF ALLEY ·,1,r C.L. OF ALLE:Y 'JJ' C.L. OF ALLEY 'S' • C.L. OF Al.LEY 'S' DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVIT llflL ON CENTERLINE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DfSIGNATION NO. R1800 288+89 EC ' ELEVATION: 311.407 M.S.L DA7UM: N.G. V.D. 29 1+oo 2+00 PLANNJNG AREA El PLAN: ALLEY 'S' SCALE: 1*=40' PR.omcrDFSIGN CONSULTANTS PlA!NNO • .l!NWD911111'1l1L • Bl«llNIIIIIIIM • SVJlllllrll'.ll'IJ 701 B Street, Suite 800, San Diego, CA 92101 6\9-235-6471 FAX 6\9-234-0349 DATE REGISTRATION EXPIRES 03-31-06 ~ ';.-t.t,•Cl"f . SUIMY """EW: 3+00 I I . ' I J..' I I 11 I I 5' ROLLED CURB TRANSITION 5' ROU£D CURB TRANSITION : i 1-+----+----+-i-·+·+··· ........... ·--....-~-,..-,•-1·•~···· ..... -.. ; .. ,. .. ,. ..... -,..' -,--, ........ -···-... ., .. • ........... ,. ........ f ........................ --···t-+--'--+-1-+-J--+--a . : ...... . .. ..... ,..... . . ., ..... '--··· ... . .. ................ J--+--t-·· , ........ . l-+--,····-·····-t--+-,--1·······'"""····--..... i i "'" ;--• ,. •'-••--··j·-- t-+--1·········c--'+--+~--: -+····+···· ,. ....... " ............... i.. .... , , ..... ., .... ;., .......... .,.., . ._ ................ -+--'-+······•'····· ................ ) ...... ,,. [ I [ f I " ., . .. .-. . . .. ........................... ;, .......... ' ........ . f i ' --<---J. ................. .. J--+--t--;••····· ................ . I-+--<········ ..... . ....... ,,. -+-t- \ I \ DETAIL: MONTECffO DRIVE/ALLEY •JJ• ~ T I SCALE: 1 "=20' 5' ROLLED CURB Tl?ANSITION .A ---. .. ·-·-· ....... ~, 5.31% ~1 ALE: 1"=20' ----- NOTE: SE£ SHEET 3 FOR ALLEY ENTRANCE DETAIL DETAIL: MONTECffO DRIVE/ ALLEY-•s• SCALE: 1"=20' "AS BUILT" .H. :a .):.....:A DATE REVIEWED BY: ~EC~f:.P · « !)f/4:iim' . jSHEEi7 CITY OF CARLSBAD ~ 1---+--+----------------+--+---1---+---1L1Q_J~ __ E_N_GI_N_EE_R_IN_G_DE_P_A_R_™_E_N_T_~l12.J PLANS FOR THE IMPROVEMENT OF: ALLEYS 'JJ' AND 'S' BRESSI RANCH PLANNING AREA 8 1---+---+------------------l----+--+---t----l lAP?OVED: LLOYD:· HU8;76 · ~6ai'5t«~ 2-12-01 POC !la\ AS-Bl/IL T EXPIRES 12-31-051 w,u-t . DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: :-:;.:r.r-CHKD BY: m RV'Ml BY: 2&,, PROJECT NO. CT 02-14 (3) DRAWING NO. 413-8 J.N. 2407,08 .... 0 a .... 0) 0 20 40 T: \[nqr\2407\PA8\imp\2J.078impll.dwg CJ/24/2004 J2·58:46 PM PST PEPf'£HIR&: WAY PLAN~1rf SCALE· 1 =40 80 ' BENCHMARK D[SCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llf1.l. ON Cf:NTFRUNE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO 8f:NCHMARK OESIGNA T/ON NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L. DA WM: N. G. V.O. 29 --------- SCAL£· 1 • =40' PROJBCTDFSIGN CoNsuLTANTS PLAIIIIIJ • ~ • BUl_lilO • SVJ.VBrlGPS 701 B Street, Suite 800, San Diego, CA 921()1 619-235-6471 FAX 619-234-0349 ,,m.GORY M . .,.,,.......,.S, RC.E. •2951 DATE REGISlRATJON ~ EmRES 03-31-06 ,,u-ot" OESGNED ·~ PM RE\o1EW: CENTER LINE DATA NO. DEL TA OR 8RG. RADIUS(ft LfNGTH(ft) REMARKS 1 N10'02'22"W -----247.00 CL ASTORIA STREET 2 NJ6'42'se·w -----110.47 CL MONTFC/TO DRIVE J 4•45•54• 500.00 41.58 CL MONnCETO DRIVE WATER DATA NO. DEL TA OR BRG. RAD/US(ft L£NGTH(ft) REMARKS ~ 1 NJ6'42'se·w -----77.27 8" PVC CLASS 150 • rz'-4•45•54• 507.00 42.17 8" PVC CLASS 150 • • HGL PRESSURE ZON[ 550 RECYCLED WATER DA TA NO. DEL TA OR 8RG. RAD/US(ft LENGTH(ft) 1 NJ6"42'S8"W -----77.27 I ? I 4•45•54• 488.00 40.59 ' HGL PRESSUR[ ZON[ 550 CURB DATA NO. DEL TA OR 8RG. AD/US(ft l[NGTH(ft) • N40'02'22"W -----13.J3 2 N10'02'22"W -----IJ.36 J N10'02'22"W -----29.76 4 N19'57'JB"E -----1J.60 5 Nt 2'54 ·orw -----14.27 6 84'16'J1" 4J.OO 6J.25 7 N19'57'JB"E -----13.33 B N/0'02 22"W -----1J.J6 9 N10'02'22"W -----29.76 10 N40'02'22"W -----13.60 11 Nono'JB"W -----14.27 12 8473'4J" 4J.OO 63.21 1J 81'JJ'54" 4J.OO 61.21 14 NJJ'49'05•w -----15.50 15 N66'42'58"W -----13.52 16 NJ6'32 J4 "W -----41.68 1 1'15'56" 517.00 11.42 18 68'51'JB" 4J.00 51.68 1s NJ9'J6'52"W IS N06'42'58"W -----19.58 -----13.52 21 NJ6'J6'22"W -----46.70 z 1'06 18" 48J.OO 9.31 REMARKS 8" PVC CLASS 150 • 8" PVC CLASS 150 • REMARKS T'rPE 'G' C & G • . • • • • • • . • • . • • • . • • • • T'rPE G' C & G "AS BUil T" fSHm7 CITY OF CARLSBAD fsHmsl t----+---+----------------+--+----1----1--~ Ll!_j ENGINEERING DEPARTMENT LJ§_j ::P=L=AN=S:=FOR_:::=lH=E=IM=P=R=O=VE=M=E=N=T=OF=:=====-==~ NYAGAAfW STREET)AND MONTECffO DRIVE Ii::. BRESSI RANCH PLANNING AREA 8 1-2-·IZ_-o_,.-l-',,-"PC.-"=--+/.=-'l'..::::ASe._--"'OO""'L"-'-T---------l---+--+--+---I 1~; ~~r /nlS..ktt. p11,-I-A A ·i, ~_,.,.,.,~ "-4<rr .2()"--i ~ ·-. JsiEER DATE INITIAL DATE INITIAL ~ INITIAL OWN BY:,--.,,"""1;..,..,,...I PROJECT NO. REVISION DESCR PTION CHKD BY: ~ CT 02 14 (3) NGINEER OF WORK I OTHER APPROVAL CITY APPROVAL RVWD BY: <f,JN -· EXPIRES 12-31-051 ~~¥ . DRAWING NO. 413-8 J.N. 21S7 08 051004 .a:::ia ...... (JI) I 0) RkM(M CAP ANl>--L .. ! ... . CQf:INE<:T[ TO PR(lf'()$f0 i ... m.:-.., 24" RCP :PER DWG NO. #){J;;,IJC : 1+00 i; · I i i riv, STA = 'iJ+~oo-,c..· -+--c . : ,--~"t----, pv, STAi= +do • : .i ... ·.. . .. • _·•·····•i ~··•1·.r.... ..... .. prAiv;~;-~:±31 +--;.._;·. ·.·.· •1· . Pf f'{V,17 'O 6:\~2 . ...-;--, i ll:: . K 246 '· I . i<'= 46: 1.\ ·+ .. •--~---·! -; __ ,, __ _ • ····• $ .. o:i "' ~, ; )f ··-:~J1~rj'· -·""··----i . . -3 Oi c:,. +-~~. . O,, .' ~ iil ; t:t El · "..-, o .9 ;t ,.,. ·T . . ···-' "' ,. ) 0 20 NOTE: . ' . : ! Ir, ~J~: 3+00 4+00 I -3 5+00 6+00 NOTE: UNLESS SHOWN OTHERWISE, TOP OF CURB ELEVATION 17 LEFT/RIGHT OF CENTERUNE FROM EQUALS CENTERLINE ELEVATION PLUS 0.06'. UNLESS SHOWN OTHERWISE, TOP OF CURB £LEVA TION 10' LEFT/RIGHT OF CENTERUNE FROM EQUALS CENTERLINE £LEVA TION PLUS 0.20'. 40 80 1 0 PLAN: PEPPERTREE WAY SCALE: 1 • =40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY IIEZ1. ON CENTERLINE OF EL CAMINO REAL LOCA T/ON: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC £LEVA TION: 311.407 1./.S.L. DA TUM: _ __:.N::.:.G:.:.. V.:.:.:.D:.c·..:29cc__ ____ __ PRomcrDESIGNCoNslJLTANIS P1ANNIMI) • IINYlllllNMliNT • !!Nm! IMJ • Smmr!'/GPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 IUDS. .C.E. 4 1 DAlE REGISlRAlKJN OESl~ED PM EXPIRES 05-31-06 BY: R™EW: hiJA ~-.... 'I T: \Cn9r\2407\Pi-8\imp\?'1078Frr1p1J.dwq 05/01/2004-05.·05:5l PM ?f);- · ! PER DWG 'NO 400-8 ·---1 .... • ........ ' . ' ) i" ' ' ' '' ' ' '; , ' ' ;· . . . .-.. ~. . l ; ; ! ; ' ; l +-.•... .. • +PROF/!JE; ct.li=ls RE7l.JRN . • 0/FlllBS -....... -+- · ····· SCAiE: ';HORIZ. :1"=40' i ~T. ! • = ' . . ; ' ~--'--"-----'--,--+---+-----++---+--;--;---·-··· .. CENTER LINE DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) 1 N7217'02"E -----95.40 2 4o·JJ'58" JBO.oo 269.04 3 NJ1"4J'04"E -----156.45 SEWER DATA NO. DELTA OR BRG. RADIUs(ft. LENGTH(ft} CD N72i7'02"E -----65.40 2 38'2J'17" JB0.00 254.60 J 2i041" JB0.00 14.45 CD NJ1'43'04"E -----156.45 i .... \ : l REMARKS CL PEPPERTREE WAY CL PEPPERTREE WAY REMARKS 8* PVC C-90D • • 8" PVC C-900 STORM DRAIN DA TA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS 1 N7217'02"E -----65.52 24 RCP (1J50-DJ 2 15'2J'14• J7J.OO 100.17 • 3 17'()4'41" J7J.OO 111.18 24" RCP 1350-D , 5·43 as· J7J.ao 4J.74 18" RCP I J50-0 5 NJ1'4J'04"E -----156.45 • 6 N51i5'24"W -----8.25 1 N51i5'24"W -----22.25 18" RCP (1J50-DJ WATER DATA N 0. DELTA OR BRG. RADIUS(f( LENGTH(ft} REMARKS 1 N72i7'02"E -----65.26 8" PVC CLASS 150 • K 22·43•50• J87.00 15J.5J • ~ J; 17'50'07" J87.00 120.47 • K -,..,.. N31'4J04"E 122.26 • ----- KS) NJ1 '4J'04 "E -----J4.18 8" PVC CLASS 150 • • HGL PRESSURE ZONE 550 RECYCLED WATER DA TA NO. OEL TA OR BRG. F?ADIUS(ft LENGTH(ft) REMARKS 1 NJ1'4J'04 "E -----50.1J 8 PVC CLASS 150 • • HGL PRESSURE ZONE 550 : ' ' . ,· ' r CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 8J'2J'06" 4J.OO 62.58 6" CURB 2 N75TJ2'11"E -----16.88 TYPE 'G' C & G J N42i7'02"E -----1J.55 • N7217'02"E -----15.84 - s 9'59·20• J6J.OO 6J.28 - 6 N88"49'1s·w -----14.01 • 1 N59'55'16'E -----6.02 • 8 N2l'J7'J9"E -----1J.62 • 9 10'54'27" J6J.DO 69.1D • 10 N75'36'15"E -----14.07 • 11 N44'21'55"E -----5.77 . 12 N1JTJIJ5"E -----14.07 13 1017JJ" J6J.OO 65.21 • " N31'4J'04'E -----49.79 • 15 N61'43'04"E -----14.00 . 1s NJ1'4J'04 "E -----5. 75 • 17 N01'4J'04"E -----14.00 18 NJ1'4J'04"E -----76.65 TYPE 'G' C ct G ~+--:c8="5"''J5~'46"""=-+-~43~.~00-,r-6~4=-.2:s4c--t---:=:6,-r,:·crU""RB...,...-:--, i..= N69'27'2J"E -----15.01 TYPE 'G C & G 21 N77'42'58"W -----1J.5J • 2 N7277'02•£ -----15.84 • 2 2'24'57" J97.00 16. 74 . 24 J'05'J4" J97.00 21.43 • 2 NJ1'22'47"E -----1J.92 -+----~,-+------1----~----1 11261 N61'22'47"E -----13.5J " 2 t+--'f.Nc;;;J9;;;'2;;";8;i.'5,';6:-.;"E=-i_-_-_-_-_--t--.'19~.7;;;9;--t----..--·---, N6928'56"£ -----1J.96 " J'56 26" J97.00 27.JO • NJ1'4J'04"E -----J1.00 • JI N01'4J'04"E -----1J.J4 NJ4'J4'49'E -----11.25 TYPE 'G' C ct G nAS BUILTn REVIEWED BY: ["SHml CITY OF CARLSBAD fsHrusl 1----t---+----------------;----i---,'----t----; LJLj ~--E_N_G_IN_EE_R_IN_G_D_EP_A_R_TM_EN_T __ ~ Ll£_j SU<MY REVIEW: PLANS FOR THE IMPROVEMENT Of': PEPPERTREE WAY BRESSI RANCH PLANNING AREA 8 I APPROVED: LLOYD B. 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" ... l ... ·•'·•+··•··!l•·•I·· ... ,_, .. , ....... :.. . ... , ... ., .. ······~----·-····-··-• .. -.----~--... _. ... , ......... f,. ......... ,++· ··+•!•■ i , t · , · .. ·· · ····· · · .. · · · · · · · ·········+ ....... .. : AttEY 'ZZ' ! ···· ··· .. •-·•·-+···--.. , .... , .. ---+-+-+-·-+-->---i ·-.... <--',_.,-......... , .. ·-... . .. . ...... . ..... -·-· .;;;;;;;.;.,.s.i;;cA"'L~[--, .;;jHt);RIZ. 1· 40' VERT; 1· =4' ..... : '--+-+-+-·--· . . ..... , ...... ; -...... ·,-. ; .... • J ...... ,.... -• ·-··--·:··--···"·"·· ... ----+ ...... , .. , ..... --., ......... ·--·-·-·-· 1••!••·1·-------·-! ..... ·--·-·· ·······---·--""" --··/--· ............ : ___ . ➔-...... ....; .... ·• :~.~ ; ; I .... .,.,,. __ . .,, ... , ___ .,._.,_,_.___ .. , ..... ! .. , ..... _..,,:.--...... ; ' ,,.. .. , ........ f--f-.l , ; ----~---~~--------~---~~------~----·-------------------·------~~~~--'------'-----~-----... -------------'-·-·· ··-1+00 2+00 3+oo 4+00 5+00 6+00 ' \ I I \ I I 'I I I I I I i I I I I I, I +- , 11 I I ... , ........ ,.., ..... , ................. .. \ \\ \ \ ' \ ,\ \ I ' 5' ROLLED CURB lRA/IS/170N ' 1--.................. -- NOTE: Sff SHEET 3 FOR ALLEY ENTRANCE DETAIL --... ···'··· -........... ,... 1 ......... -··-··+·······>--·-· .................. ___ _ I-.... . --' ' . ......... ·t' i' ... I ·.-, .. +·· +······+ -... --•...• ->-.. ;-·,• ............ + .. -·+···I·-·, --· -· ----... -....... : . ·1 ; : Ii !I I I I I I PLANNING AREA 9 DETA/LJ: PEPPERTREE WA y I ALLEY ·zz· DETAIL: HERITAGE DRIVE/ALLEY •zz• ...., 0 20 40 80 ' !: \E.iig: \24-U!\r'M\.'mµ \240/.BirnpU.dwg '.).J/24/20U4 01.' 05: 48 PM PST PLAN: ALLEY 'ZZ' SCALE: 1'=40' BENCHMARK DESCRIP170N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY IIRL ON CENTERLINE OF EL CAMINO REAL LOCA 170N: COUNTY OF SAN DIEGO BENCHMARK DES/GNA 170N NO. R1800 288+89 EC ELEVA 170N: 311.407 M.S.L N.G, V.D, 29 P: PRomcrDFSIGN CONSULTANTS PLviNINl1 • l!NIIIIDiltll!N • ENtHNWWW • Slllm!Yll'.lPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234.0349 ~~ ~QmA~ I ~ro I EXPIRES 03-31-06 BY: 1'-t" -0# SCALE: 1'=40' CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft LENG71-l(ft) REMARKS [ ,, Nl8'42'58"W -----483.20 C.L. OF ALLEY 'ZZ' CURB DATA NO. DELTA OR BRG, RADIUS(ft LENG71-l(ft) REMARKS I N18'42'5B'W -----484,40 MOD. ROLLED CURB 2 Nl8'42'58'W -----484.21 MOD, ROLLED CURB NOTE: SEE DETAIL ON SHEET 3, SCALE: 1•=40' "AS BUILT" Ae A·>.. RCE <1Z'1t;I R~WED BY: /p( n.O INSPECTOR 1------+--+-----------+--+---1---+----1fSHml3 CITY OF CARLSBAD fmrsl6 L.Jl.._J ENGINEERING DEPARTMENT LJ_§_j :::P=LAN==S~FO,'::R:::::1H::E==IM:::P::::RO=VE::::M:::EN=T=O=F=: ====:::.:==:::: AL.LEY 'ZZ' BRESSI RANCH PLANNING AREA 8 APPROVED: LLOYD B. HUBBS d'r EXPIRES 12-31-05 ra--;;;r;r'IT"'.""-'.-t-.,,-.==------------1---t---+----i----l ~.....,,,_,.,, --.,.;? ve,-:_ • G N • ~=-==u~_/,:]i!;,/.~/~-=,J:J Z·IZ-07 POC 4S•t,UJLT ~ .11. DATE INITIAL DATE INlllAL DATE INlllAL DWN BY:__,,.....,....,~, PROJECT NO. CHKD BY: riiif NGINEER or WORK REVISION DESCRIPTION OlHER APPROVAi CITY APPROVAL RVWO BY: GW CT 02-14 (3) DRAWING NO. 413-8 J.N. 2407. 08 i 340i-,. ... i i ' --· t·-.· .. -.+. +--+-+ __ -_____ t_L-,__ 1+00 ..., 0 20 40 80 120 T:\Engr\21G7\PAB\•IT'p\2407.Bimpl4.dwy 05/02/200A !2:01:41 PM PDT ~---______ [__ __ I . + ··--+-,~f~·. , -· ·' I. + ••••••. ;~ "" .:, ,__ -~----)-,) • 2+00 3+00 4+00 ,, --•·.,: ,. ; \'.'.'~.:-'.;~ ~ 31 '-1 o:,I li;I ,_ a: li: gl gl~.., it >-cl I (_ l;, li,16: &3 I ~t,_ 0:: .... o: "' • I c,1 ~ ~ ;.,_1..;I ~. 1::: ;.,_I gl .,;I ;:: 81 ~lo ,,_lbll::: c,1cl ~·<>: -1":i:1 ~: -1 ~ -1 +I ~I ~ ~ ~I 12 21::z:-1-!si -~I -i.1;.._ !l@t.;: II -1-II® ® "" ® +I t1~ 11 ii+ 11'.;:I .,.,_ ~I "'~ w © C c..,I .... .,I,.. ~Is+' ~I .I a: s ti:~1 J@ ~12261 ~I 227 .t.1 .t.1 228 :;:I ~I ~ "'' .._.I •1 PLAN: HUNT1NGTON DRIVE SCALE: 1"=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETf IN A STANDARD SUR~Y I\E'LL ON CENTfRLINE OF El CAMINO REAL LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: J11.407 M.S.L. DA TUM: N. G. V.D. 29 ---'==~~---- ~R/W It --~I g ® + .... 229 5000,' : i ---·t· --·-: .. , ___ ,___ __ +·•···· ,--f ·' . . .. • j -l ----·~- . ~ .~ j t.ii§' . . ; ' 6!1.39 6/4=<16.225'! ~ . ~:-~;-. -~: >,. "' ~ -i ,I ~ ·<-. + .,... : -------1··------ ~ : -·--t'-•• It'' ···•···· •~uqf . ' . -·+-----··-{· . , . .___ . ,. ·-t· ·----~42,,,. .. , ..... 1 62.iJ5' ~ ··1 · ... _, .. --! . ~.i6 •. ; ~·1· 4.J5'. 4(4=1~.588' •1 j: • I ' i f~, 1J 1.••······•·ii.·.··.•-..... +-+-·+ ' ·.·.··-~··•.i; . ~.§ 330-! S;· C " + : ... ..;. ' :g i "' . "'" ; . ~--:'.1',J..._l.J ij · ··~ i ~ 2i~l .-.. ~t-:tf:~-r./i ... , ·•'···'·-•t--;--,•-·l········,--···L-.ffia~·-6~'• ...... nt2:M't;1~r;;~. 14;-$(}' .. -1.iJ . : ..•.. ..:.; . ' ' ; _, ----i--c--<----,_ ---+----·-' --32 _ ...... , .[I]. rnrn, ·~.· ! ; ,·-_ '--...li-,,+,~1'9C.'.. 7-'"~..l· ..;_,_,.: :c:,49"',.9,.,.7'.,;'..,.....,-ui1!"'.8""2'-' '-·."'·, -'1J,.· .8..:.16;=i:i8.:.'_.;_.:..._+-+--+--+---l--+--18 : d/,4=12.4112' : ---r , , ... , .. '"f .. .. •+-'--. 5+00 6tOO ii HERITAGE DRIVE PER DWO NO. 413-7 PLANNJNG AREA 9 Sl'OP LEGEND AND LIMIT LINE :« . I'-, u __ 1 PER CA 1RANS A24D &: A24E ~1 \ I -!\ ·1 I I__ X-GUTTER PER t::I \ t)..,, '..['~. .1 j GS-9 .t GS-10 Q..I I ,, Ill' '!' "' K=11: l=8' :::.1 ' ~I ',._ _}+02.28 PCR_ ~1 WIRFIELDS DRIVE Q..1 PER DWO NO. 413-7 PR.omcrDEslaN CoNsuLTAN'IS PIANNINO • ~ • l!NOINlll!IUNG • StllMIYIOl'B 701 B Street, Suite 800, San Diego, CA 92101 619-235-(i471 FAX 619-234-11349 ... _: .... -i-----:. _____ J,. ; : CURS i .·····•f·~}~' /IORI.· .. . i. z. t ~ 4-0' :~RT. ' ' ' ' . . "".""""'". ,""' ,. -! -i ' : ; CURB DATA NO. DELTA OR BRG. RADIUS(ft LENG7H(ft} I 66'34'43" 43.00 49.97 2 N27'05'47"W -----19.82 J N57'05'47"W -----13.86 4 10'32'09" 217.00 39.90 5 N18'4258"W -----6.18 6 N11i7'02"E -----14.00 7 N18'42'58"W -----21.J7 a N48'42'58"W -----14.00 9 N18'42'58"W -----92.00 ~ N11i7'02t 14.00 ----- N18'42'58"W 11 -----5.75 I N48'42'58"W -----14.00 I N18'42'58"W -----92.00 14 N11i7'02"E -----14.00 I N18'42'58"W -----15.75 1 N48'42'58"W -----14.00 I, N18'42'58"W -----40.43 ,, 1'49'56" 183.00 5.85 ft! N20'32'54 "W -----22.73 N09'27'06"E 13.60 ----- 2 N23'24'J8"W -----12.09 ,: 85'28'31" 43.00 64.15 2 85'47'33" 43.00 64.J9 ~ NJ2'49'40 W 12.69 ----- N02'49'40"W 15.52 -----.,. 7'25'0J" 183.00 2J.69 I N18'42'58"W 45.J6 ----- N48'42'58"W -----14.00 N18'42'58"W -----15.75 N11i 7'02"E -----14.00 N18'42'58"W 115.00 -----.,, N48'42'58"W -----14.00 tGI N18'42'58"W 5.75 ----- N11i7'02"E i -----14.00 N18'42'58"W 92.00 ----- N48'42'58"W -----14.00 N18'42'58"W 4.87 N09'27'06"E -----14.55 N20'J2'54 "W -----23.61 ~ N50'.J2'54 "W -----1J.60 N1T41'09"W -----14.35 1421 83'04'31" 43.00 62.35 Rfl,IARKS TYPE 'G' C &: G • • • . • • • . • • • • . • .. • • . • TYPE 'G' C &: G 6" CURB TYPE 'G' C .t G • • • • . . - • . • • • • • • • . TYPE 'G' C &: G 6" CURB ' l . --i • : r.o.J,d : -----n, Yu':··----+-·- -' CENTER LINE DA TA NO. DELTA OR BRG. RADIUS{ft lENGTH{ft) REMARKS I N30'01'04"W -----70.59 Cl HUNTINGTON DR/~ z 11i8'06" 200.00 39.45 • J N18'4258-W -----346.22 - 4 1'49'56" 200.00 6.40 • 5 N20'J2'54"W -----99.43 CL HUNTINGTON DR/~ . SEWER DATA NO. DEL TA OR BRG. RAOIUS{ft LENG7H{ft) REMARKS 1 10'35'08" 200.00 36.95 8 PVC C-900 ? N18'42'58"W 187.46 • ----- 3 N18'42'58"W 153.76 • ----- 4 1·49'55• 200.00 6.40 • 5' N20'.J2'54·W -----96.93 8" PVC C-900 WATER DATA NO. DELTA OR BRG. RADIUS{ft LENG7H{ft REMARKS D N30'01'04"W -----64.72 8" PVC CLASS 150 • ✓2 1178'06" 207.00 40.83 • !3) N18'42'58"W 346.22 • ----- ~4,.. 1'49'56" 193.00 6.17 • ✓.<", N20'.J2'54"W -----106.28 8" PVC CLASS 150 • • HG/.. PRESSURE ZONE 550 "AS BUILT" h.e ./2,....;A DATE EXP. 03·3/·08 fSHml CITY OF CARLSBAD fsHEusl t---t---t----------------+---+----+--+---i Ll±_j ENGINEERING DEPARTMENT L.!§_J -------------- PLANS FOR TI-1E IMPROVEMENT OF: HUNTINGTON ORNE BRESSI RANCH PLANNING AREA 8 EXPIRES 12-31-05 -f/1t#'f GREGCRY M. ~'-'"" S. R.C.E. 42951 DATE REGISlRAllOH ll£SIGNED PM SUR~ Z-IZ-Or Poe AS-BUILT f,t ~ < • EXPIRES 03-l1-06 5:-J-4'1 BY, REVIEW: RE\'IEW: DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL DWN BY:_...,,,_ CHKD BY: M RVWD BY:~ PROJECT NO. CT 02-14 (3) DRAWING NO. 413-8 JN 240708 051004 : · I• •t······'··----1---i--·i········ .. ," .... ___ 4 __ -+-·i···i···· • ;......... •· • •· •;·········'------c •-----·---. -·--1------•----'-·----·--r"--·· I __ ,_ ·····.··-.. · -.. --··i·· .. ·····-.. -··-•·1········+· .. ;. ···_+·-·,i-1--'• -+ +···· ···-·········-·--···· l-+--+---1··--···i·--l····-·I .. ·-··" :,.,., .... ,1--t---·· ·1-----t---l ............. "············---:· · ... ., .......... · .. 1. . .............. --+---+--+·····-·"'---·-···t···--i-···I ........ ,_,, ___ · ...... , .. ,,... ,... . .... -i -·····"· ! ... I ..... ' ,-··-·. .. - --······ • ··-·-·· ·········-· J--·· ···I·-: ... . 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' ··.·· .. ··-•······ ·-··+;•··t 'i ··t -···-················.·.··-·•······ ·•·•-···. ··: -··-:___· ·:~;,7· •·-·-·····-+··· ' ~~~r~·•· L ii-,.1~;· ······'-····--.·_· __ ·,.·.· ... __ ,~·---+i---1·· ' ' r· ········•· l .. ······,······-····-•·····-············· ·•·• ···'··· ............. ·······-······ -·· I -··-·•···-·.·· -,··-.. .... ..... • ··'.·.··.·.··•··.·_··· +·.-·~---.. ~•-_·_· .. +-+---t-i-·· ·•············-................ ,... -··········'··-·······•··•·····••""-.'·-·-+·· . + ..... :,,..... • --~~ i 1 · . . · ..... I •· +··-·+··+··+'··'···t,··-· ,--+--.-.... --+ .... -.. · ... ·,+·-+l···· . i . i .... I-··· ~·; _ •··••··· .. ·.· .. l j ········.·-·-•......... .. __ '. :-J / : -+--+--, ........ : ;.,·.· .. ·.·.· .. ' .. ·. f--+--+-- , j ; : i ' f---f----j--.. i . ··• C·~ -,_,,.,.,, .......... , j l···-+·-·-1·-· !··· ·+············,.·f----t---· ····1· ············-··•·······-·· ······•····•·-·•·····•··_········ J .... J. .. '·· -·· .......... -·······-, ... -· -· - ······-·· . j . , ........ -·· .,. . j . --... -·-..... ......... .. ' .. :, --.. . . ···'· ... , .. -..... - t .. _ ...... , ........ . . -! . ·-······ - . .... ············,·········--. I _,_ ............ ,. I l- 1 ,,_ •. ,-._,,,-H ••••• •--•••~•>'•• ,_,,;.,,. ,.,,,_,,-,, . ._,_,~ ( ••••:•--r-i ••••' -••••••••••••--••-•<---+-!• ••• !••••••,.<• ••• '-'''•~ . . --·-·' i . i ' . 1+00 2+00 2+,00 . - .... 0 20 40 80 120 3+00 4+00 PLAN: ALLEY 'NN" SCALE: 1 •=40' BENCHMARK DESCR/PllON: BRASS DISK IN CONCRETr: IN A STANDARD SURVEY llfll ON CENTERLINE OF EL CAMINO REAL 5+00 LOCA nON: COUNTY OF SAN DIEGO BENCHMARK DES/GNA nON NO. R1800 288+89 EC flEVA nON: 311.407 M.S.l. DATUM: N.G. V.D. 29 6+00 PRomcrDFSKJNCoNSULTANTS PlANNINO • BN"lllltl? n,r, • &um • St!IMIYIOfS 701 B Street, Suite 800, San Diego, CA 92 !01 619-235-6471 FAX 619·234·0349 DAlE REQSJRATION OESIGN£D EXP!R£S 03-31-06 BY: ;-z."-0" PII -- PLANNING AREA 9 SURVEY -- - -----------··--· !... -.... DETAIL: PEPPERTREE WAY/ALLEY "NN" SCALE: t•=20' I\ (( NOTr:: SEE SHEET 3 FOR AUEY ENTRANCE DETAIL i! n DETAIL: HERfTAGE DRIVE/ ALLEY "NN" CENTER UNE DA TA NO. DELTA OR BRG. ADIUS(ft LENGTH(ft) 1 N557440"W -----15.96 2 J6'J1'42· 100. 00 63.75 J N18'42 58"W -----390.06 4 3'01'56" 200.00 10.58 s N21·44•54•w -----80.06 CURB DATA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) t N5574'40"W -----16.69 2 35•31•4r 109.oo 69.49 J N18'42'58"W -----390.06 4 3'01'56. 191.00 10.11 s N21 '44'54"W -----80.56 6 N5514'40"W -----16.43 7 J6'J1 42·· 91.00 58.02 8 N18'42'58"W -----390.06 9 3'01'56" 209.00 11.06 10 N21'44'54•w -----80.56 NOTr:: SEE DETAIL SHEET 3. RCE 4Z"l51 ~EWED BY: r'& nn rfNsi>ECTOR REMARKS C.L. OF ALJ.EY 'NN' • . • C.L. OF ALLEY 'NN' REMARKS MOD. ROlLED CURB • • . • • . • MOD. ROUED CURB "AS BUILT" EXP. IJ3·3J•at:, __ m(t>tl?M"Z DATE t----+----t----------1---+---l----i--~fSHmls ~-CI_TY_o_F_c_A_R_L_sB_A_D~[SHrus]6 ~ _ ENGINEERING DEPARTMENT L.:!.§_j R·l2·07 PPC DA TE INITIAL .NGINEER OF WORK AS-WILT REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAi CITY APPROVAL PLANS FOR lliE IMPROVEMENT OF: ALLEY 'NN' BRESSf RANCH PLANNING AREA 8 APPROVED: LLOYD B. HUBBS (Pr EXPIRES 12-31-05 .d /.7 • -• • ¥/,....-z,/,e>1/ ~ r. mlimc=-:==::f!!:iiE::::::::=--l DWN BY: CHKO BY~ RVWO BY:7:&il:.. PROJECT NO. CT 02-14 (3) DRAWING NO. 413-8 T: \[rigr \2407\P,18\irrip \2A07.8imp15.dwg 'JJ/24/2001 01: 38: D8 PM .OST J.N. 2407.03 051004 ..... ~ 0 -..... a> C :e C) .,l:la, ..... c,.) I 00 Nq1t,l l·······11····t····· --t!NJLSS ·SHOKtr 01'HEJ?lt1. LEfIJ/JJGH.T. ctct,ritRu El.£VA 'noN PL/JS 0.06'. L---_; -~·OF!CIJiw.~nbfr➔ri FROII WAI.S CENIERtlNEi ! ! i i i : ! : ----. · t --; 7 · i ; . l--+--+--+-~--+-•-+--+--+-~· PLANNJNG AREA 9 0 20 T: \Cngr\2407\PAB\imp \2407.Btmp/6.dwq 05/02/2CJ04 12: 12. 23 ('// ,r>ry 7+00 40 80 120 ' ~ •• • --1 . : • .. • ""! ,. : . -, , ... -•········· '""""'"" '····"·( ' a+oo 9+00 10+00 R . ',• .. 11+00 ... :pJsMJ12+J~ . ew .lru::v ;=i M~. zJ .... ! ,1.o. := +s.oo .. J.... K ,. 1 .01 , . 50.oo1vc 12+00 3 8 00 J 111 r,:fl~~·HL-,-+i-...Ll...l(±)>-1--+-T ::,;,,e-.~ ::1---·S---,----+--A5?:-,.,I.- 29 PLANNING AREA 9 PLAN: HERITAGE DRNE SCALE:: t•=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONC/?£7[ IN A STANDARD SURVEY llflL ON CENT[RLJNE OF EL CAMINO REAL LOCA T/ON: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVA110N: J11.407 M.S.L. DA7UM: N.G.V.D. 29 ---------- ···. -·:, .. R/W HOA 334 - PR.omcrDF.SIGN CoNsuLTANTS PtANNINo • ll!mluilmlrnll. • l1MBNmmlNO • StJIMIYIOPS 701 BStreet.Suite800, San Diego, CA 92l0l 619-235-6471 FAX 619-234-0349 M. :,nlELOS, R.C.E. 42951 OATE REQSTRA110N DESIGNS) PM 1-'.... EXPJRES 0J-31-06 B~ RE'AEW: t.,,J.:;).. !;-)-tJ'f ~ SIJR'.f:Y R£\1EW: II ' ' ·····1~ ' ' . :· -: . .. ·•. l 1 34! ···Treto: f~~ .. ~,. . ---, .. ' l 70.75'1 6/4=17.68/J' IJ1l 55.74' '• .. ---~ . .. . . ··-----. ·------- . . @ I -'-"-"'!/JCl..r-';'· """'"'-t:Y'J lrs·Rcrr;:, lfl5 tr i . 0 2(/.~ . . ft: fJJ' ;;'il . •fe• kCPi~}2.z5 tr @ ; Oi8.J9% • ; i o.,; =j 3.J7 i;fs · : ' : Q,.. i= 1c77icfs: ·· ··•· · v .. Fto, T]1psr· • .. i V~ 7 tzt2 'I'• 1•.·.·.·· ... ' · · ·· 8· Plt':·511!? i JJ1,!1flf:, , ' ----, ..... ~il; !BTA 8+ CENTER LINE DA TA CURB DATA NO. DELTA OR BRG. RADIUS(ft L£NG71i(ft) REMARKS 1 N21'44'54•w -----J6.7J CL HERITAGE DRIVE 2 3'01'56. 200.00 10.58 • J N18'42'58'W -----J86.06 • 4 29'3J'58" 200.00 103.20 • 5 N48'16'56"W -----9J.56 CL HERITAGE DRIVE SEWER DATA NO. DEL TA OR BRG. RADIUS(ft LENG71i( ft) REMARKS Q) N21'44'54"W -----J6.7J 8" PVC C-900 2 J'01'56" 200.00 10.58 • J N1B'42'58·w 154.77 • ----- 4 N18•42·5e·w -----226.29 . CD 28'50'59" 200.DO 100.70 8" PVC C-900 STORM DRAIN DATA NO. DELTA OR BRG. RADIUS(ft LENG71i(ft) REMARKS 1 N2r44•54•w -----36.73 18" RCP (1J50-DJ 2 3'0156" 207.00 10.95 • J N1s·42•5s•w 193,27 • ----- 4 N7117'02"E -----8.25 . 5 N71'17'02"E -----22.25 18" RCP 0350-D J WATER DATA NO. DEL TA OR BRG. RADIUS(fl LENG71i{ft) REMARKS Kn N21'44'54"W -----J6.7J 8" PVC CLASS 150 • r,.2 3'01'56" 193.00 10.21 • ~, N18'42'58"W -----127.27 • k4"" N18'42'58"w 258.79 • ----- K5' 29'JS58" 207.00 106,82 • '(6 N481656"W -----87.69 8" PVC CLASS 150 • • HGL PRESSURE ZONE 550 RECYCLED WATER DA TA NO. I DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 • N21'44'54"W -----J6.7J 8' PVC CLASS 150 • I 2 I 3'01'56' 212.00 11.22 • B .J I N18'42'58"W 386.06 • -----' .. 29'JJ'58" 188.00 97.01 • ' , ' N48'16'56"W -----103.63 8" PVC CLASS 150 • • HGL PRESSURE ZONE 550 NO. DELTA OR BRG. RAD/US(ft LENG71i(ft) REMARKS 1 N21•44•54•w -----1J.61 TYPE 'G' C & G 2 N51·44•54•w -----14.DO • J N21'44'54"W -----10.99 • • 3'01'56" 217.00 11.48 • s N18.42 58"W -----20.81 . 6 N11'17'02"E -----14.00 . 7 N18.42'58"w -----16.60 • . 9 N18'42'58"w -----91.86 • 10 N1117'D2"E -----14. 00 • 11 N18.42'58"W -----5.89 • 12 N48'42'58"W -----14.00 • tJ N18'42'58"W -----95.00 • 14 N11'17'02.E -----14.00 • 1s ms·42'sB w -----s. 75 • 16 N48'42'58"W -----14. 00 • 1 N18'42'58"W -----77.40 • 18 11·42•39• 183.00 37.40 • • t9 N02'39'46"W -----14.14 ~--5-'58~.a-2~---19_0._o_o.....,._19_.7_9_,. ___ ~. ___ _, 21 N71'42'38"w -----14.14 • IZ 4°20'08" 183.00 13.85 • 2 N48i6'56"w -----8. 76 • 2 N1816'56"W -----1J.34 • ,._N_5_1_'08_'~40~,.-,w-+-_-_-_-_-_-+--11-.2-5--1----.~----1 9416'31" 43.00 70.75 • 2 N21'40'52"W -----36.lJ +--'-==J~'0.,,1'56=.~-1....,s""J.-=00-l--''=9,"=5.;:8--t----.,.....----t • 2 N18'42'58"w -----J86.06 +-~~-o'--+----+-~=--+----~---• 29 '3 J '58" 217.00 111.98 • JI N4816'56"W -----20.25 • N78'16'56"W -----12.28 • l~ N45'25'11'W -----20.07 ~-t--,7:c4c::i6"'Jc::1"',--<,....,43"',-=oo-=--r-5=:5'"'.7"'4-+--,TYP=E:-r.:Gr=C'"'&'"""'G--; • "AS BUILT" ~ .A .:A RCE 12'75! EXP. DA 03 • Z(·Q,'l ~ CITY OF CARLSBAD fsHmsl t----+--+----------------+--+----+---+-----1 LJ.§_j ~--E_N_G_IN_EE_R_IN_G_D_EP_A_R_TM_E_N_T_~ LJ.&j t.-12-01 PDC DA TE IN l11AL NGINEER OF WORK AS·l:JIJILT REVISION DESCRIPTION DA TE INITIAL DA TE INl11AL O1HER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: HERITAGE DRNE BRESSI RANCH PLANNING AREA 8 APPROVED: DWN BY:-~-, CHKD BY: rJf RVWD BY: Gw'. PROJECT NO. CT 02-14 (3) EXPIRES 12-31-05 5, DRAWlNG NO. 413-8 J.i'i, 2407.08