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HomeMy WebLinkAboutDWG 411-4; CT 02-14-02; BRESSI RANCH PLANNING AREA 7 UNIT 2; 01-13,c, q; ll_l u:: q; <.') =?:: > ~ "( -1 C\., ' ~ ),. au .... .... ~ I I® KEY MAP LEGEND -~ -· ----------- .... r----7 L ____ ..J @ ,,fl) RIGHT OF WAY S£11£R LINE SEllfR MANHOLE WA/ER MAIN STORM DRAIN SMET LIGHT SMET UGHT PER DWG NO. 400-8 FIRE HYDRANT FIRE HYDRANT PER Dl+V NO. 400-8 SHEET UM/TS SHEET NUMBER ACCESSHOLE NUMBER PLANNING AFIEA 10 N RANCH PLANNING AREA 7 MAP TENTATIVE UNIT NO. PLANNJNCi AREA 15 9 6 CT 2 7 02 14 8 ( WORK TO BE DONE THE IMPRO\£MENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLUTION NO.S 5461 (CT 02-14), 5464 (PUD 02-06) THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK) SOILS RfPORT ANO RECOMMENDATIONS BY LEIGHTON & ASSOC/A TES, DA TED SEPTEMBER 8, 1998, ·suPPEMEWTAL GEOTECHNICAL INVESTIGATION FOR MASS GRADING" DATED MARCH 14, 2001 AND "UPDATE LETTER' DATED MAY 7, 2003. 7. 8. 9. 10. 11. THE SAN DIEGO AREA REGIONAL STANDARD ORA 'MNGS AND AS MAY BE MOOIFIED BY THE CITY OF CARLSBAD STANDARDS. THE CALIFORNIA DEPARTMENT OF TRANSPO/?'TA TION, .MANUAL OF TRAmc COWTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES'. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIF/CATIONS DOCUMENT NO. 769692. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN, DOCUMENT NO. 769691. THE CARLSBAD MUNICIPAL WATER DISTRICtS STANDARDS ANO SPECIF/CATIONS FOR WATER, SEllfR, AND RECLAIMED WATER. LEGEND QUANTITY UNIT ITEM STANDARD DRAWING 120,530 3,350 5,105 643 4,262 6,435 106 1,015 21,600 19 8 12 8 5 1,040 1,357 4 SF SF SF LF l.F LF LF LF SF EA EA EA EA E'A LF LF EA 4• ASPHALT PAVING (SEE STREET NOTE 1)---------SORSD G-21---------------------- 5 1/2" PCC PAVEMENT (ALLEYS)---------------------------------------------- CROSS GUT7ER-----------------------------SORSD G-12 •• (CARLSBAD GS-9, 10)--- REMOVE AC DIKE---------------------------------- 5• TYPE 'G' CURB &-GUTTER-------------------SDRSD G-2---------------------- MODIFIED ROLLED CURB (ALLEYS) ---------------DETAIL SHT. 3-------------------- 6" TYPE 'A' A.C. DIKE-----------------SDRSD G-5---------------------- 6" CURB--------------------------------SDRSD G-1---------------------- PCC SIDEWALK -4" THICK---------------------SDRSD G-7---------------------- PEDESTRIAN RAMt----------_---------------------:_SORSD G-g7,....,='--"~8-----------~--------....-- STREET LIGHT, PULLBOX ,;,.;_,;. -------.,..-SO; DE-,,.,,1...,SI-IEerz---. _·,;. ;., ___ _ STREET SURVEY MONUMENT-------------------------------- DUAL STREET NAME SIGN (DSN}------------------------------------------- STREET SJGNS------------------------------------------------------------ CONSTRUCTION OF 8• PVC WATER, CLASS NO/ED ON PLANS CONSTRUCTION OF 12" PVC WA7E'1, CLASS NOTED ON PLANS---------------------- CONSTRUC110N OF MANUAL AIR RELEASE-----------CMWD W6------------------------ SYMBOL 1 ........ -·•·-· .. ·•••···-·.· o I 1-;._\,,, __ ,;j n n. ~ --. 8" PVC -w---- -w-...Jl" PVC_ -_M,A.R.■ -- 6 J 6 EA EA EA CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY---------CMWD W6-------------------------__ B.O. e CONSTRUC110N OF 8" GATE VALVE ASSEMBLY-------CMWD W/6----------------------------- CONSTRUCTION OF 12• GATE VAL\£ ASSEMBLY-------CMWD W/6---------------------------- 2 EA CONSTRUCTION OF ENDCAP AND lHRUST BLOCK ASSEMBLY------------0CMWD W/5------------~ OPEN EJPACF ?, 4 EA CONSTRUCT/ON OF FIRE HYORAWT ASSEMBLY ---CMWD W/2-----------------------f-e---f F.H. PROJECT SITE P/1NSE171A I.A/IE 111.LAGE GREEN DRl'Ac TOYrl/GA/?fJ£N ROAi} VICNTYMAP NOT TO SCALE 'DECLARATION OF RESPONSIBLE CHARGE' I HERfBY DECLARE THAT I AM THE ENGINEER OF liORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE: CHARGE: O\£R THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUS/N[SS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND /HAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY /HE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RWE\£ ME, AS ENGINEER OF WORK, OF MY Rl':SPONS/BILITIES FOR PROJECT DESIGN. FIRM: PROJECT D[SJGN CONSULTANTS -----------------ADDRESS: 701 B STREET. SU/IE 800 CITY, STA TE: SAN 0/[GO, CALIFORNIA TELEPHONE: (619) 235-6471 BY: 9.:&_ . •. ~ __ ........,"°<)~'?'r-GR-[GOR~=Y=M.=SH~IELD_S ______ _ R.C.E. NO. 03-31-04 42951 R[GISTRA TION EXP/RATION DA TE: --'--------------- \ SHEET INDEX SHEET 1 .. SHEET 2 .. KEY MAP SCALE: 1• =100' . . TITLE SHEET, KEY MAP CONSTRUCTION NOTES PLANNING AF/EA 8 SHEET 3 ..... SHEET 4 TO 12 .. . TYPICAL SECTIONS AND DETAILS IMPROVEMENT PLANS AND PROFILES BRESSI RANCH REFERENCE DRAWINGS SEE DRAWING NO. 400-8 FOR BRESSI RANCH RESJD[NTIAL STREET /MPRO\£MENT PLANS. SEE ORA IIING NO. 400-BA FOR MASS GRADING AND EROSION CONTROL PLANS. SEE ORA WING NO. 400-8C FOR BRfSSI RANCH RESIDENTIAL STORM DRAIN PLANS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GE/>IERATED BY PHOTOGRAMMETRY ~~-METHODS FROM INFORMA T/ON GATHERED ON MAY 11 19 98 BY SAN-LO AERIAL SURVEYS TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED IIITHIN ASSESSORS PARCEL NUMBER(S) THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON --~----~-~ CENTERLINE OF EL CAMINO REAL LOCA110N: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L. DATUM: N.G. V.D. 29 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICA710N NUMBER BE ISSUED 8EFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT: TOLL FREE 1-800-422-4133: TW WORKING OAYS BEFORE YOU DIG. OWNER/DEVELOPER NAMC: ADDRESS: PHONE: BRESSI GARDENLANE, LLC., A DELAWARE' LIMITED LIABILITY COMPANY, AS OWNER BY: LENNAR/LNR CAMINO PALOMAR, LLC., A DELAWARt LIMITED LIABIUTY COMPANY LIABILITY COMPANY, ITS ADMINISTRA Tl\£ MEMBER BY: LENNAR HOMES OF CAL/TORN/A, INC., A CALIFORNIA CORPORATION, ITS MANAGER 1525 FARADAY AVENUE; SUITE JOO CARLSBAD, CA. 92008 (760) 918-7765 NOTF: Tl/£ CONSTRUCTION OF UNDERGROUND TACIL/11ES SHALL NOT BEGIN UNTIL A LETTER HAS BEEN SUBMII It.~ D THE CITY ENGINEER FROM THE SOILS ENGINEER STA TING THE SEr T. FRpM ffOUGH GRADING IS COMPLETE. ' ITS: BASIS OF BEARING THE BASIS OF BEARING FOR THIS SUR\£Y IS THE CALIFORNIA COORDINATE SYSTEM, NAD BJ. ZONE 6 AND WAS ESTABLISHEO BETWEEN STATION NO. V-2002 PER R.O.S. 14023 A/>ID STATION NO. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.E., N8R"54'05"W. 2,114 9 57 57 1 9 518 632 1 9 2 6 1 LF 8" PVC SEll!:R. CLASS NOTED ON PLANS-----------CMWD S5-------------------------9-- EA EA EA EA EA lF LF EA EA EA EA EA SEllfR ACCESSHOLES--------CMWD 51------------------------ SEllfR LATERAL---------------------------<CMMi S6, Sl--------------------- WA TER LA 7E'1AL ___ 1:J¥j,_Tf:!i_;ii:l?_VJ.CJ_!'ff_l.•_l!/f[fJI_ __ CMMi W3------------------------ IRRIGA TION LA TERAL1 _½~~f._TfJi_Sf!!Jf_Cf:_'lfL_(_l!,f;_Tf:J!_CMMi W3------------------------ LOCAL DEPRESSJON--------------------------CARLSBAD DS-1------------------- 18" RCP STORM DRAIN------------------------SORSD D-60--------------------- 24" RCP STORM DRAl/>1------------------------SDRSD D-60--------------------- CONCRETE LUG-----------------------------SORSD D-63---------------------- TYPE '8' CURB I/>ILET------------- TYPE 'A' CURB INLET-- -----PER SDRSD D-2.,·----------------- ·PER SORSD D-t••------------------ TYPE 'A' CLEANOUT (MOIJIFIED)------------------PER SDRSD D-9------------------- TYPE 'F' CATCH BASl/>1------------------------PER SORSD D-7------------------- •• AS MOIJIFIED BY THE CITY OF CARLSBAD --0- ---® ---® ---(j) ==~ =-=-~ NOTE: /HE ABO\£ QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANTITIES. "AS BUILT" THE COMBINED SCALE FACTOR AT STATION V··2002 IS 0.999944419. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOW/'J HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS -0'32'51.881" ,~-'=--"--'+'-'=--JL=:-'-""'---":!d.1.!J.---e.-"_o_s1-1_"._"',._"_'i/_; __ •o+----+---+--+---I I SHE1ET I CITY OF CARLSBAD ~3 .-AS-/J/JaT :=:=:::=..,.':::==EN=G~IN=E=E=R=IN=G=D=E=P=A=R1M=E=N=T==~L..11_j==:::: PLANS FOR THE IMPROVEMENT OF: QUOTED BEARINGS FROM REFERENCE MAPS/OEEOS MAY OR MAY NOT B[ IN TERMS OF SAID SYSTEM. PR.OJECTDF.SIGN CONSULTANTS l'IANNINO • ~ • Bl«lll"""""'""""' • Sllltl'llr/GPS 701 BStreet,Suite800, San Diego, CA Q2l01 (>!9-235-6471 FAX 619-234-0349 DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL BRESSI RANCH PLANNING AREA 7 OYD B. HUBl_3S ,f'. -~ Cl INE DWN BY: PROJECT NO. CHKD BY-: -w-M--' er o2-14(02) RVWD BY: CW EXPIRES 12-31-05 '(/2~4' DRAWING NO. 411-4 !.N. 2-107-05 l\)42904 GENERAL NOTES 1. THIS PLAN SUPERS£DES ALL 01HER PLANS PRE:"10USL Y APPROVfO BY THE: CITY OF CARLSBAD REGARDING IMPRO\IEMENTS SHOWN ON THIS S£T OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\IE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDtnONAL APPROVAL, CITY STANDARDS OR OTHER ADDtnONAL DOCUMENTS USTED HEREON AS 71/EY MAY PERTAIN TO THIS PROJECT. 1HE ENGINEER IN RESPONSIBI.E CHARGE SHALL REVIS£ 11-IES£ PLANS VMEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REUE\IE 11-IE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCO\IERED DURING CONSTRUCTION. ALL PLAN Rf"1SIONS SHALL BE PROMP7L Y SUBMITTED TO 71/E CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM 71/E CITY ENGINEER IIILL BE REOU/REO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIRCA TE OF INSURANCE MUST BE RLED NAMING THE: CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON 11-IE PERMl17E:E'S POLICY IN 1HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THE INSURANCE COMPANY WRITING THE Pol/CY MUST HAVE A RATING OF 'A' AND A SIZE CAIEGQRY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATINC GUIJ)E. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 8. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOS£D IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO 11-IE DEADUNE DA TE OF 11-lf IMPROVEMfNT AGREEMfNT. 7. NO RE"1S/ONS IIILL BE MADE TO 11-IESE PLANS IIITHOUT THE r.RITTEN APPROVAL OF THE CITY ENGINEER, NOTED v.lTHIN 71/E REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND TllLE SHEET. 8. ORIGINAL ORA IIINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA IIING SHALL BE RE"1SED TO REFLECT AS-BUil T CONDITIONS BY THE fNGINEER-OF-WORK PRIOR TO ANAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND 071/ER EMERGENCY VEHICLES SHALL BE MAINTAINEO TO THE PROJECT SITE AT ALL nl./ES DURING CONSTTWCTION. 11. WHERE TRENCHES ARE v.lTH/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND, (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 11-IE STA TE OF CALIFORNIA, PR/NC/PALLY DD/NG BUSINESS IN 71/E FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT IIILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR IIITHIN TWO WORKING DA l'S OF COMPLETION OF RELD TESTS. 71/E WRITTEN REI.D COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING IN:fjPECTOR UPON COMPLEIION OF THE REW TESTS. 12. A PRECDNSTRUCTION MEETING SHALL BE HEl D AT THf Sl1'E PRIOR TO 71-1£ BEGINNING QF WORK AND SHAil BC A m;NDEQ BY All REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPfC71QN. SUPERVISION. TESTING AND ALL QTHtR ASPECTS OF THE ~RK. THE CONTRACTOR SHALL SCHEDULE 1HE MEETING THROUGH THE PERMIT CLERK (780-438-J891) AT LEAST R\IE (5) WORKING DAYS PRIOR TO STARTING CONS7RUC170N APPRO\IED ORA IIING MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPEC110N REQUESTS QTHER THAN FDR PRE CONSTRUCTION MEFTING l!!LL BE MADE BY CAWNG THE ENGINEERING 24-HQUR INSPECTION REQUEST LINE AT f76Ql43B 3891. INSPECTION REQUESTS MUST BC RECEIVED PRIOR TD 2: OQ P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS IIILL BE MADE 1HE NEXT WORK DAY UNLESS YOU REQUEST OlHERIIISE. REOUfSTS MADE AFTER 2: 00 P.M. ll!LL BE SCHEDULED FOR Tl\O FULL WORK DAYS LA Tf:R. 14. THE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONrRACTOR 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, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOll!NG 71/E DESIGN OF SHORING, BRACING, SI.OPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTE:CIION FROM 1HE 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 AVE FEET (5'} OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSlE/,f STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. 1111 E B CALIFORNIA ADMINISTRA 77VE CODE, THE PLANS SHALL BE PREPARED BY A REGISTERED ENGINEER AT 11-IE CONTRACTOR'S f](PENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. IF ANY ARCHEOLDGfCAL RESDURCfS ARE DISCOVERED 'ltfTHIN ANY ~K ZQ!i£ DURING CONSTRUCTION, OPERA TIQNS f'ALL CfASE IMMEDIA TEI )'. AND 11-IE PERM/TT££ IIILL NOTIFY THE CITY ENGINEER. OPERA IIONS IIILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED r.RITTEN AUTHORITY FROM 1HE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON 11-IE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, Rf PAIR, ARRIVAL, DEPAR71JRE OR OPERATION OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 011-IER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITE:D TO 71/E PERIOD BfT'M:EN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMfNT COUNTER.) 18. All Off SIZE HAUL ROUTES SHALL BE SUBMITT£D BY THE CONTRACTOR TO THE qrr f,IIGINEER FDR APPROVAL TWO FULL WORKING DA rs PRIOR TO BEGINNING Of WORK. THE CONTRACTOR SHAil BE RESPONSJBl E FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 170N. 19. NO BLASTING SHALL BE COMMENCED IIITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY S7RUC71JRES AND FACIUIIES SHOWN ON THE CONSTRUCTION PLANS KfRE OBTAINED BY A SEARCH OF THE AVAILABLE RfCORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES SHOMI ON THE PLANS AND ANY OTHER EXISTING FACIUTIES OR STRUCTURES NOT SHOWN. 21 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) v.lTHIN THE PROJECT SITE sumctENlL Y AHEAD OF THE CONSTRUCIION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE LOCATIONS ARE IN CONFLICT ll!TH THE PROPOSED WORK. 22. 11-IE CONTRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE BELOW) AT LEAST Tl\O FIJLL WORKING DA l'S PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORD/NA TE WORK ll!TH A COMPANY REPRESENTA Tl'.£. UNDERGROUND S£RVICE ALERT SDG&E SBC ADELPHIA CABLEVISION COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) • CITY OF CARLSBAD (SEWER, WATER &: RECLAIMED WATER) • SAN D/EGUITO WATER DISTRICT • LEUCADIA WAST[WA TE:R DISTRICT • VALLEC/TOS WA Im DISTRICT • 0/JVENHA/N WATER DISTRICT • BUENA SAN/TA TION DISTRICT • AS APPROPRIATE T' \Cngr\2407\PA7\hrp\24O7.7irripO2.dwg O_,1/O5/:r.'OO4 JD:4/:26 AM PS,' (BOO) 422-4133 (BOO) 660-7343 (BOO) 892-0123 (760) 438-7741 (760) 808-9809 (780) 434-2980 (760} 438-2722 (780) 63J-2650 (780) 753-0155 (760) 744-0480 (760) 753-6488 (760) 726-1340 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS IIILL BE DETERMINED AFTER 'R' VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL fNGINEER OF THE STA TE: OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FlfLD OF APPUEO SOIL MECHANICS, ON THE PREPAREO BASEMENT SOIL THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL S£CTION MUST BE SUBMITTED TO 71/E ENGINEERING INSPECTOR FOR RE"1EW AND APPROVAL, A MINIMUM OF Tiro (2) CITY WORKING DA l'S BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDEl?GROUND CONDUIT RUNS, SER"1CE POINTS AND HANDHOLES SHALL BE SHOWN ON THE "AS-BUil i PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA IIONS IIILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUTOFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUC110N OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 111TH A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKRLLED 111TH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 30J4 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED 11171/IN TWENTY FEET OF BUILDING OR STREET ARfAS AND REPLACED 111111 PROPERLY COMPACTED SOILS, IN OTHER AREAS THE PIPE IIILL BE PLUGGED 111111 CONCRETE OR REMOVED AS APPROVED BY 711£ CITY ENGINEER. 8. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRA TI\IE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET 11111-/IN THE UM/TS OF WORK OF THIS PLAN PfR SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS 71/A T ARE DISTURBED BY 1HIS WORK SHALL BE RE-ESTABLISHED, PERPETUATE:D, AND DOCUMENTED PER 11-/E PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) S£TS OF SURVEY (CU7J SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES 1. 1HE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAmc MANUAL, CAL TRANS STANDARD SPECIRCATIONS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS ANO 11-IE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF 71/E PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DrnA 170N FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBUC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. AU SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPEC/FICA TIONS. STRIPING SHALL BE REPAINTED TWO Kffl<S AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENT, ALL STREET STRIPING AND MARKINGS IIITH/N A 500' PERIMETER OF THE CONS7RUC170N PROJECT IIILL 8£ RESTOREO TO A 'LIKE NEw" CONDITION, IN A MANNER MEETING 71/E APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCA 170N OF STRIPING AND STOP UM/TS SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLA 710N. 8. CONTRACTOR SHALL REMOVE ALL CONFUCIING PAINTED LINES, MAl?KINGS AND PAVEMENT LEGENDS BY GRINDING. DfBRIS SHALL BE PROMPTLY REMOVED BY THE THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE: LA TEST VERSION OF 711£ CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE REW LOCATED. Cl?OSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS 01HERIIISE SPEC/RED. 11. ALL CROSSWALKS. LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE TIIERMOPLAsnc UNLESS OTHERWISE SPEC/RED. 12. ARE H)VRANT PAVEMENT MARKERS SHALL CONFORM THE LATEST CALTRANS TRAFRC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAll!NG M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED l'RLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOMI IN THE CAL TRANS TRAmc MANUAL UNLESS OTIIERIIISE SPECIFIED. 15. SIGN POST SHALL BE SQUARE PERFORATED STEEL TUBING v.1111 BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAMNG M-45. 16. WHEN A SIGN IS A TTACHEO TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET ll!TH STRAPS. 17. EXISTING SIGNS REMO'.£D BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBUC WORKS YARD AT 405 OAK A \IENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT 11-IOSE SIGNS SPEC/FICALL Y SHOWN AS EXISTING TO RELOCATED OR TO REMAIN. FIRE NOTES STANDARD CURBS BORDERING RR£ ACCESS ROADS SHALL HA VE 11-IE WORDS "NO PARKING FIRE LANE" PAINTE:D UPON THEIR HORIZONTAL AND \IERTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY-FIVE FEET. LETTERS SHALL 8£ OF BLOCK smE, MINIMUM FIVE (5) INCHES IN HEIGHT 111TH A STROKE OF NOT LESS THAN 3/4 INCH, AND SHALL BE WHITE: ON A REO BACKGROUND. 71/E BACKGROUND SHALL EXTEND AT LEAST SIX INCHES BEYOND 71/E RRST AND LAST LETTER OF THE TEXT. SEE DETAIL "A• ON SHEET 3. BENCHMARK CARLSBAD MUIICIPAL WATER DISTRICT NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTE:D IN ACCORDANCE 111111 THE "CARLSBAD RULES &: REGULATIONS FOR 11-IE CONSTRUCTION OF POTABLE WA T£R MAINS-CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSrRIAL SAFETY AND PROVIDE PROOF OF OSHA N011RCA TION BEFORE ANY EXCAVATION AND SHALL ADHEl?E TO ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS. 3. BEFORE ANY CONNECIION OR SHUT DOWN OF VAL \!ES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM 11-lf C.M. W.D. OFFICE AND MUST BE SIGNEO AND APPROVED BY 11-IE CITY OF CARLSBAD DEPUTY ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCIION CONFERENCE MEETING SHALL BE HEW A MINIMUM ON SE\IEN (7) DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECIION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED- TELEPHONE NO. (760) 438-3891. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WA T£R LINE EASEMENT. ALL EXIS11NG TREES AND STRUC71JRES SHALL BE REMOVED PRIOR TO COMMfNCEMENT OF WORK-ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 6. 1HE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF 11-IE ARE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BU/LWNG SHALL BE DETERMINED BY 71/E CITY OF CAl?LSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 111111 THE "CARLSBAD RECLAMA 170N RULES AND REGULA 110N FOR 11-IE CONSTRUCTION OF RECLAIMED WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA 11-IODIC PROTECTION. IF DEVELOf'ER/OWNEI? CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTE:CTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER ll!LL CONSIDER AND AL TERNA TE FORM OF PROTECTION. 9. ALL METER BOXES SHALL BE 17"xJO'x12" POLYMER CONCRETE, ARMORCAST OR EQUAL 10. ALL POTABLE WATER SERVICES SHALL BE 1. AND ALL POTABLE WA Im METERS SHALL BE 5/8" (UNLESS 01HERWISE NO 1[0 ON PLANS.) 11. MINIMUM SPACING BET'MIN POTABLE WATER LAm?ALS AND SEKER SERVICES SHALL BE 5 FEET. 12 THE TOP OF WA 1EI? METER BOXES SHALL BE FLUSH ll!TH RN/SHED SURFACE GRADE. SEWER NOTES 1. ALL S£1'1fR MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 111TH THE "CARLSBAD MUNICIPAL WA Im DISTRICT'S SEKER Sl'SJEM -DESIGN CRITERIA, STANDARD DRAIIINGS AND SPEC/FICA TIONS~ LA JEST EDITION, AND THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIWSION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL Pl?OVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS. J. BEFORE ANY CONNEC110N TO THE DISTRICT'S EXISTING SYS1EM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE CITY OF CAl?LSBAD DEPUTY CITY fNGINfER AND DISTRICT SUPEl?INTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REOUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD fNGINfERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: {760] 4JB-3891.) SPECIAL NOTES 11-/E FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECIIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. 71/E CITY ENGINEER'S SIONA TURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THES£ NOTES AND 1HE CITY IIILL NOT BE RESPONSIBLE FOR 71/EIR ENFORCEMENT. 1. THE LOCATION OF EXISIING UTILITIES ARE BASE ON AVAILABLE /?ECORD INFORMATION. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING FACILITIES (ABO\IE GROUND AND UNDER GROUND) 111111/N THE PROJECT SITE:. THIS WORK SHALL BE PERFORMED SUFFICIENTLY HEAD OF CONSTRUCTION TO PERMIT CITY APPROVED REVISIONS TO THE CONSTRUCTION PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONFLICT 11!111 THE PROPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER UTILrllES ENCOUNTERED PRIOR TO Pl?OCEEDING 111TH CONSTRUCTION. 2. A TTENIION IS CALLED TO THE POSSIBLE fXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE: PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES, FACILIIIES, OR STRUCTUl?ES, SHOWN AND ANY OTHER UNES, FAC/UTIES. OR STRUCTURES, NOT OF RECORD OR NOT SHOWN ON 71/ESE PLANS. ANY PAVEMENT OR OTHER EXISIING SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS RFQUIRfD BY THE CITY OF CARLSBAD ENGINEEl?ING DEPARTMENT. J. SAFETY PRECAUTIONS AND ADEQUATE BARRICADING TO BE IN FORCE BY 1HE CONTRACTOR AT ALL TIMES. NE/71/ER THE: OM/ER NOR THE ENGINEER OF WORK IIILL fNFORCE SAFETY MEASURES OR REGULATIONS THE OWNER AND /OR APPLICANT THROUGH 71/E DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA 1[ AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 4. ALL LENGTHS ANO DISTANCES FOR IMPROVEMENTS SHOWN ON THESE PLANS ARE MEASUl?ED IN A HORIZONTAL PLANE. 5. 71/E DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE ll!TH AU CURRENT LOCAL, STA TE AND FEDERAL REGULA IIONS. 8. THE WORK TO BE DONE SECTION ON THIS SHEET LISTS THE STANDARD SPECIF/CATIONS AND ORA WINGS USED DURING THE IMPROVEMENT PLAN/GRADING PLAN OESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE 111TH THE CURRENT EDIT10NS OF THE STANDARD SPEC/RCA TIONS AND DRAIIINGS IN EFFECT ON THE DA TE OF 1HE SIGNA TUR£ BY 11-IE ENGINEER OF WORK. P PRomcrDESIGN CONSULTANTS PIA1NNO • B!MllllNMBNrAL • llNlllNl!mUNo • SllllYBYIOPS 701 B Street, Suite 800, San Diego, CA 9210 l 619-235-6471 FAX 619-234-0349 00 - 7 • ' NOTES: t. /J!US /$ l,f. V. JTll&I.IZS>, II~-YEJ.J,dt"ll'b-Jr,fl"Ult) Ut!M IK:ll.yLJG W,1)/ . BRASS RN/AL, AND INTERNAL TYPE Ill SEGMENTED REFLECTOR SYSTEMS. • ACORN HOLDER IS DECORATIVE CAST ALUMINUM, AND HOUSES THE BALLAST AND BUTTON PHOTOCELL RXTU OOW M. TAP. 4 ,{J'OIJ! /$ 7 6,l,6c tr l'IXIIID ~-~I> FU(1et) /rUIMIJJl/l'1 l'hTII lb· (#2 N /f!a,tJ.l(J tMt" lrl,W,fl/'l"H &4Qir f'IA1ll ~"'81.a!/:>11)..Jll/tP'r. • DCB-10 BASE COVER IS Tl\O PIECE, "CLAM SHELL• SrrtE, CAST ALUMINUM. • POLYESTER POIIDER COATPAINT FINISH. • GAL VAN/ZED STEEL ANCHOR BO/. TS. 0---.-.. 16 FLAT FLUTES POLE SECTION TIICI PIECE DECORA11VE BASE C0\.£1? DETAIL SINGLE ACORN STREET LIGHT NOT TO SCALE .I :,,.,_. r.!. "' ~+ ~! , • ~ T • i , ts4,. /.,S UV. 81 Ul&4 MIJN ·'/BU..,,,-./ J'nPl"LZ'" (}:S(,e., A<.A't¢ •J<11771 .... Bf{ASS-'FINIAL, AND INTERNAL ITPE·v SEGMfNTED RfFLECTOR SYSTEMS. • ACORN HOLD£/? IS DECORA Tl'.£ CAST ALUMINUM, AND HOUS£S THE BALLAST AND BUTTON PHOTOCELL. DCPA-OJ-D2 MOUNTING ARM IS DECORATIVE CAST ALUMINUM. • s * /tJ.JJ IS 7 6N!£ 5" /'f,X{,lt:, /leH-fnl"El¥!D /tPIEb lla<Mi>IUM Wln//0.l.,,Z,'' lb<-tNt.> CAf('{'/d.JAHINUM /!ME /V,'fc · · e/~(,W,lf'G/efP.,1'11/r/..l.:/ t,/8, 7a Slil'tPr. • DCB-10 BASE COVER IS Tiro PIECE, "CLAM SHELL• Sm£, CAST ALUMINUM. • POLYESTER POWDER COAT PAINT FINISH. • GALVANIZED STEEL ANCHOR BO/. TS. 0-----.. . ..16 FLAT FLIJTES POLE SECTION ~-~----~-~ __ ! TIICI PIECE DECORATIVE BASE C0\.£1? DETAIL DOUBLE ACORN STREET IJQHT NOT TO SCALE REVIEWED BY: "AS BUil T" PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 7 DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WE1..L ON ON CENTERLINE OF EL CAMINO REAL ....... -~--~=-==-c= LOCATION: COUNTY OF §AN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC I A~~VEo: LLovo B. HUBB~dr EXPIRES 12-31-os I ~EN=Gl='N=[ER~OF=WOR~K~~-~~=~~=~~~~~ ================================================= .(t5iij<~ W~EER ~:'W . GREGORY M. SHIEU>S, R.C.E. 42951 DATE REQS'IRATION DESIGNED PM SURVEY ::::==-:==::'.:".:=::;-;:=~~~~'.:'.::::::;-;:=;;=~~==-;=::: ELEVATION: 311.4D7 M.S.L DATUM: N.G. V.D. 29 1.. , .t EXPIRES OJ.->H>< ev, RE'IIEW: RE'IIEW: 1-:,-:=:-+.,,.,,,,,.,.,..-1-----------------t--,,-,.,,=+~.,.,..-+-=-==,-;i-,,,=-,-1 OWN BY __ P_R_O-JE_C_T_N_O_. ~ --OR_A_WI_N_G_N_O_.~ ./~ }-'f•{)'f DATE INITIAL DATE INITIAL DATE INITIAL CHKD B~: B3il ENGINEER OF WORK REVISION DESCRIPTION OlHERAPPROVAL CITY APPROVAL RVWD BY,¼ CT 02-14(02 411-4 J.N. 2407.07 042904 C N == 2. C) ..... .&:::ii, w....., ...... I .&:::ii, R/W 60' R/W 30' 30' 13' 17 17 a 0.5' ACCESS STRIP 7.5' 10' 10' 7.5' 5' 0.5' ACCESS i-=-t--=-:1-A~R~~IN-G+--=m~A~\£~L--t-----=m~A~VE~L--A~R~~-1tc-'-'=-il-"-1 STRIP 4• NON-CON71GUOUS P.C.C. SIDEWALK 'l WATER METER 6' TYPE "G" CURB & GUTTfR (TYP.) STRUCTURAL SEC710N I TO BE DETERMINED BY SOILS ENGINEER (MIN. SECTION 4 • AC OVER 6" AB) SEE STREET NO'/t NO. 1 1 • 7 7' 10· STORM SEl'rf"R WATER DRAIN (C-900) (CL-150) PUBLIC PROPOSED SIR£ET R/W OARTTNGTON WAY, COTTAGE DRIVE PARADISE ROAD AND ASTORIA STREET TYPICAL SEC110N, NO SCALE MINIMUM TRAFFIC INDEX = 6. 0 20' R/W STREET UGHT AS SHOWN ON PLANS (TYP.) 4----STRUCTURAL SEC110N TO BE DETERMINED 10' B_Y SOILS ENGINEER (MIN. SEC110N 4• AC 2' 8' 2' Ol'ER 6' AB) SEE SmEET NOTE NO. 1 MODIFIED ROLLED CURB SEE DETAIL 11f/S SHEET !""-+---~-----~--'-' UNDERCUT PER SOILS ENGINEER'S RECOMMENDA 110N MODIFIED ROLLED CURB SEE DETAIL TlflS SHEET PROPOSED PUBLIC ALLEY 17.00' 15.50' LIP ELEV. = C LEV. MIN ALLEYS: x; Y, r, 00 AND 88 TYPICAL SEC110N NO SCALE MINIMUM TRAmc INDEX = 5.0 1.50' J0.00' 7.00' GRAOE BREAK T.CB=C ELEV. + 0.06 0.5' STREET SECTION NO SCALE DETAIL ALL EY ENTRANCE NO SCALE T \Engr\2407\PA7\1inp \2107 7imp0Jd,vg Q._7,/05/2004 1(): 4-F!: ?9 ,t,li.,f PST 5.00' SIDEWALK 2.0% El= C ELEV+ 0.20 R/W .5' R/W £LEV "" I LOT I.E. AT DROP TO LENGTH I.E. AT SLOPE TOP CURB DEPTH SEliER TOP OF WATER REMARKS -·-___ ,, __ -~ ,. -------------------- NUMBER MAIN _ MAIN IN FEET P.L. (%) £LEv. BELOW T.C. STA110N CURB STA110N ---- ----- ---- -------------- IR/SE1 IT.C.) ATP.L. AT WATER ·-·-------· ·--· -PARTING10N WAY 65_ .. ···----------357.39 1.2 30 362.84 15.17 >----367.84 (MIN.) 5.0 8+20.00 368.10 8+10.00 116 _ 358.12 1.2 30 363.39 14.54 368.39 5.0 7+93.00 368.65 7+83.00 67 359.41 1.2 30 364.59 14.21 369.59 5.0 7+45.00 370.32 7+22.00 ----------------- 68 360.88 1.2 30 365.87 13.54 370.87 5.0 6+94.00 371.26 6+79.00 ------------- -------- -- 69 362.35 1.2 JO 367.01 12.37 372.01 5.0 6+52.00 372.45 6+37.00 ----- ZQ . -" ·-·"-. 363.82 1.2 30 367.98 10.57 372.98 5.0 6+10.00 373.39 5+94.00 ZL -365.52 1.2 30 369.34 9.36 374.34 5.0 5+61.50 374.60 5+51.50 -~------- 12-367.00 1.2 JO 370.26 7.36 375.26 5.0 5+19.10 375.54 5+09.10 . --------------·-· -'""'"' ---------------------------- -------- 73 368.49 1.2 30 371.83 7.64 376.83 5.0 4+76.50 377.24 4+66.50 I • ------ ------- 74 369.97 1.2 30 373.39 7.93 378.39 5.0 4+34.30 378.80 4+24.JO ------ ' 75 370.82 1.2 30 374.36 8.36 379.36 5.0 4+10.05 379.65 -----LATERAL DEV/A TES FROM CL (SEE SHEET 6) -.. ...... ,., .. - 16 371.79 1.2 31.08 375.22 7.67 380.22 5.0 -----380.41 -----LATERAL DEVIATES FROM CL (SEE SHEET 6) ---·--·----------------- 72 372.64 1.2 26.88 375.82 7.96 380.82 5.0 -----381.08 -----LAIER_lj_L /)_fJ'I_A TES FROM Ck (SEE §H_EET 6) - ---------...... - - • VARIES PER PLAN AND DRIVEWAY LOCA noN. !_Ii__ 373.75 1.2 30 376.79 6.57 381.79 5.0 -----382.19 _ -----LATERAL DEV/A TES FROM CL (SEE SHEET 6) _ -----------1---I------- 79 375.50 1.2 30 378.57 6.69 383.57 5.0 3+09.00 373.99 2+99.00 ------------- 83 ----376.86 ----1.2 30 1 379.71 5.89 384.71 5.0 2+77.50 385.42 2+60.00 -------- 84 369.53 1.2 30 373.02 8.18 378.02 5.0 4+46.87 234.23 4+36.87 --·-· 85 J68.J9 1.2 30 371.57 7.07 376.57 5.0 4+79.50 377.51 4+57.00 ----------- 86 __ ., 366.90 1.2 30 370.19 7.46 f----· ___ 375.19 5.0 5+22.10 375.91 5+01.50 §Z 365.41 1.2 30 369.12 8.96 [ ...... 374.12 5.0 5+64.50 374.61 5+4.5.10 ____ ,, __ _, --------------------------. --- 88 364.03 1.2 JO J68.1J 10.36 373.13 5.0 6+04.00 373.68 5+87.50 -.... -·---t--·-- - - ------. --------------------- 89 362.53 1.2 30 367.05 11.86 372.05 5.0 6+47.00 372.48 6+30.00 -------- ---------------- 90 361.06 1.2 30 366.14 13.86 371.14 5.0 6+89.00 371.54 6+73.00 - ------------------- 91 359.76 1.2 JO 364.92 14.14 369.92 5.0 7+32.00 370.35 7+15.00 ------------·--- 358.05 1.2 JO 363.47 15.07 368.47 5.0 DETAIL: REDUCED STREET WIDTH In ___ -7+95.50 369.29 7+57.00 -------·--- COTTAGE DRIVE --------- SCALE: 1=20' PER SORSO G-27 CURB --•---........_ ,: /,----·--•• ·130· f_.--------------- R=5' DETAIL: CURB RAMP SCALE: 1=20' ~!,-.~•=----c:-J,1:: M~• ~ __ ~J I 2·-0· I SLOPE VARIES, MATCH ALLEY CROSS-SLOPE (2% MIN.) MOD/RED ROLLED CURB NO SCALE NOTE: SEE SORSD G-4 FOR ADDlnONAL NOTES AND DETAILS. I' I -~2_' _j DETAIL CURB TRANSmON NO SCALE ENGINEER OF WORK 100. . ----374.01 1.2 30 375.69 5.29 381.69 5.0 1+82.50 382.62 1+55.00 -·------------------101 373.32 1.2 30 376.06 5.50 381.06 5.0 2+02.50 381.37 1+92.50 - - ---- - - ---- - ----------- 102 371.36 1.2 30 374.33 6.32 379.JJ 5.0 2+58.30 380.06 2+39.30 ·-·-·-··-. -------- 1Q3 --369.90 1.2 30 373.07 7.04 378.07 5.0 3+00.00 378.38 2+89.30 ---·--·- 104 368.08 1.2 30 371.80 9.01 376.80 5.0 3+52.00 J77.18 3+40.00 ------------------- ---- ---------- 105_ 366.66 1.2 30 371.10 11.57 376.10 5.0 3+92.50 376.04 4+18.66 -. ... . . -· ------------ - 106 365.55 1.2 30 367.32 -----377.01 -----4+75.97 376.20 4+40.00 DEEP CUT LATERAL, PER SB --------------- -------------------- PARADISE ROAD ---------- - --------- --------- 112 362.80 1.2 30 369.93 21.19 374.93 5.0 1+65.00 374.96 1+77.00 ------------ 113 363.01 1.2 30 370.09 21.00 375.09 5.0 1+88.47 375.47 2+20.00 114 363.40 1.2 30 370.62 21.50 375.62 5.0 2+32.29 376.00 2+63.00 ------ 1.1!? --· 363.93 1.2 30 371.34 22.18 376.34 5.0 2+90.00 376.65 3+00.00 ------,. ·--------------- 116 -364.14 1.2 JO 371.9J 23.54 376.93 5.0 3+13.36 377.44 3+39.60 ----------------------------------------------------- 117 364.56 1.2 30 372.95 25.68 377.95 5.0 3+60.00 378.20 3+70.00 ---------- ' ------------ 118 366.18 1.2 30 373.89 23.25 378.89 5.0 3+97.50 379.14 4+07.50 119 368.26 1.2 30 374.83 19.18 379.83 5.0 4+29.50 379.94 4+39.50 ----------------·--·-·····f-"· 120 370.50 1.2 30 375.55 13.75 JB0.55 5.0 4+64.01 JB0.80 4+74.01 ------i---,--- 121 372.97 1.2 30 376.64 8.82 381.64 5.0 5+02.00 382.15 5+12.00 ------" __ _. -·---" ----···· I···"""' ------------ 122 375.57 1.2 30 378.30 5.46 383.30 5.0 5+42.00 383.74 5+52.00 123 377.01 1.2 30 380.22 7.19 385.22 5.0 5+84.00 385.73 5+94.00 ··-··--------------- 124 378.16 1.2 30 381.95 9.25 386.95 5.0 6+25.00 387.38 6+35.00 --- ---------------- 125 379.30 1.2 30 JBJ.55 10.89 388.55 5.0 6+66.00 388.88 6+76.00 -_,, _____ 126 380.03 1.2 30 384.54 11.80 389.54 5.0 6+92.00 389.85 7+02.00 ---,., -----------------c- 127 383.43 1.2 30 388.63 14.30 393.63 5.0 8+20.00 393.91 8+30.00 - ---------- 128 384.51 1.2 30 389.94 15.11 394.94 5.0 8+65.00 395.26 8+75.00 ------------------- 129 385.71 1.2 30 391.62 16.82 396.62 5.0 9+15.00 396.99 9+25.00 ----------·-----·-· _. ........ 130 386.67 1.2 30 393.10 18.68 398.10 5.0 9+55.00 398.60 9+65.00 ------------- 131 387.67 1.2 30 394.66 20.68 399.66 5.0 9+97.00 400.03 10+07.00 ,_._ .,. --•-'• ---- 132 388.70 1.2 30 396.32 22.92 401.32 5.0 10+40.00 401.76 1o+50.00 ---------------------------- .133 390.55 1.2 30 398.03 22.43 403.03 5.0 10+88.00 403.40 10+98.00 ------------------ 134 392.86 1.2 30 399.73 20.25 404.73 5.0 11+30.00 405.09 11+40.00 --------- 135 395.08 1.2 JO 400.93 16.61 405.93 5.0 11+70.35 406.23 11+80.35 -- 136 398.08 1.2 JO 402.56 11.71 407.56 5.0 12+25.01 407.92 12+37.02 I PAINT CU RED. THE if/OS LENGTU 'NO PARKING £ NE' SHALL PER PLAI BE PAINTED ON HORIZONTAL AND VERnc SUR EAT 6" CURB AND GUTTER « .... ,"......,_, INTERVA VF NOT M THAN •,-.... ___ "'-,,-.... 25 • LET7ERS SHALL WHITE 5 INCHES HIGH. -,/ ' ' , SIDEWALK RIGHT-OF-WAY DETAIL 'A" NO SCALE PR.omcrDFSIGN CoNSULTAN'IS l'IAlNNO • .l!NYDlaiMl!NDU • .l!NlllNmaiNO • StllMIY/OPS 701 BStreet,Suite800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llflL ON ON CEN7ERUNE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DEo,/_GNA TION NO. R18()0 288+89EC ELEVATION: 311.407 M.S.L. DA TUM: N.G. V.O. 29 --~~~---- "AS BUil T" RCE '12951 EXP. 03·5!·06 REVIEWED BY: Z•l'l·07 PDC 1/S -Bl/LT rn 1----1---1-------------+--+---l----t-----l I SH3EET I CITY OF CARLSBAD 3 ENGINEERING DEPARTMENT ~==-================'....'.:::=~ t----+--+----------------+--+-----i---+----1 PLANS FOR lliE IMPROVEMENTS OF: BRESSI RANCH PLANNING AREA 7 APPROVED: LLOYD B. HUBBS,6y ~ .. EXPIRES 12-31-05 GREGORY M. SHl:EWS, R.C.E. 4-2951 DAlE REGISTRATIOO DESIGNED PM SURVEY RE'¥1EW, ~4(~ --¾-~ EXPIRES OJ-31-o+ BY: REVIEW: 3,-,..c).,. DA IT INlllAl ENGINEER OF WORK REVISION DESCRIPTION DA IT INlllAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. 2~ ~~~ CT 02-14(02) DRAWING NO. 411-4 JN. 2407.07 042904 ~OT£: : : I',········;-' VNL£SSi SH0~-011:/E/?l+ISE, -OF /;URB E&E-VA TTON-8, · ·' . i1;f'f 1R/pl:ln Qfj CE~~~Utff f ... AtS i::ENTfJJC!N( f!liYA~ONi ,. + . , f~llfi q, 7•.: L ' -. . • •.. ·-'>·--· ' : ' :---•-?'- . . ! : l j \. --~---L--L--: Hlt;H POINT ELE i = 388,27 . POINT STA ¥= 1¥'65/23 . J!'W STA = 1+50 ' . . , t.L.f . : . , l(·;;;!fo., ··•CfJ;. i. '· : ........ ,.... ;_ j ..... · ... ' tOf' f .·····.~ · .... 1 .. . -.---; -~--, --1---,I: . I T ; .. ~·· + '"'"·······1·"' ,.,;,_,_._,,,-. l J PV/ Sf A =i 3+ 25 Vf TfEV i:i 3S6:57 ' A.D. i= ~1.1~ . ... r.t··:64i ... ,40,;t;' " ··+ . ' ~ :8 ... , ~. -· '' . . .;! cs • . ,. GRADEOCEJrltRUNEL 5 I · I "' · vsi.i !J '/'El? DK:\'; No. 400f-8Ai !l'.1 ..... . · T~ ; ~ ~~ ';:t · ~ · · !fa ~ •_j_ ._..., .., ij-!i-.: 1_• . .,, ·-!!-l!i!+ ·~ .. ,· .· ' ! . ii') ~~! --+-' !~ ~"'~ ~ . '-.,-,f,NX+ . . ; ....... ·•····· .. ·.. . .~o'f,_j, ·..,._-1' : L ~~~ .r-=I f ..... ,.: , . -····-········ ,--,. ' ··j····+····,· [ : i 1 ··..1_ -0 !--f-' :-480-'~ --t--l , I I .. , ...... 1 ....... ·.·1 .. · .. 1 .. · 2+00 0 20 40 80 ~ ; ·····~~· R. :s:t~ ~ . ~iJo,t- ""-' ' ·• --·--r·· --,---~ .. ···'k,· . ••• • !-• J. 3+oo 4+00 160 PLAN: ALLEY 'X' SCALE: 1" = 40' BENCHMARK DESCRIPTION: BRASS DISK IN CON{:B.E7F IN A STANDARD SURVEY IIE1l ON ON CEN7FRLIN£ OF fL CAMINO REAL 5+oo LOCA nON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA TTON NO. R1800 288+89 EC ELEVA7/0N: 311.407 1,/.S.L DA TUM: _ _:cN::.:. G"-'. V..cc.D.c... -=-29=- !: \!:..nyr \2407\fAl\imo \2407 n'np04.dwr; (H/08/2004 05, 04: 55 AM PST . T ... I CENTER LINE DA TA NO. DEL TA OR BRC. RADIUS(ft LENGTH(ft) REMARKS 1 N06'38'29"W -----82.23 C.L. ALLEY ')(' 2 85"49'33' 50.00 74.90 .. J N8TJ/'58t 165.83 • ----- 4 B7W;'OO" 50.00 76.58 C.L. ALLEY 'X' CURB DATA NO. DEL TA OR BRG. RADIUS(ft LENCTH(ft, REMARKS 1 N06'38 29"W -----88.23 MOO. ROLLED CURB l-+ .. 2H-~8c:'5'::"4::'::9i.:'3'::.T-.=-t-4'-'1.,.,.00"'--t-~19"'6.'i:19=:;-,!-----• • ·~.----< 3 N87'J15B E -----165.83 • • sr45•00· 41.oo 194_a2 s N06'J8'29"W -----88.23 6 85"49'33" 59.00 282.33 7 N87'31'58T -----165.83 B 87°45'00" 59.00 280.35 PRomerDFSIGN CoNsvLTANIS PlANNINO • llNWDIMBlrJlU. • Bl«!INlll!lllN • SVlffl!f'/Gl'S 701 B Street, Suite 800, San Diego, C:A 921 OJ 619-235-6471 FAX 619-234-0349 • • • MOO. ROLLED CURB Gfk\,11V!\ 1 M. SHIELDS, R.C.E. 42951 OAlE REQS1RA noo DESIGNED PM SURI/£\' Jc.~ ~ EXPIRES 03-31-04 BY: ~Ell': ~E'lt ">·o/-0"( ' ' I , .. ,, I 'r, : . ·:·--·,--" -~~----+-.:,_~--+--~-+--t--'--+---J . -.. N07F: SEE SHEET 3 FOR Al1£Y ENmANCE DETAIL DETAIL: DARTINGTON WAY/ALLEY •x• SCALE: 1 • = 20' •. " -.. j --., +-+-+---'--+--,I . "AS BUil T" A e A -)-., RCE 1'Z"! 51 EXP. OJ-31-08 •• 1" ••••• , •• ' ' I . I DATE ~2_-,_z~_,_~_c __ A_s_-B_u_nT ___________ --+----+--+--1ISH4EETl~ __ c_1TY __ o_F_c_A_R_L_s_B_A_o~fSHmsl3 _ ENGINEERING DEPARTMENT LJl_j DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: ALLEY 'X' BRESSI RANCH PLANNING AREA 7 APPROVED: LLOYD B. HUBBS8!:°r • DWN BY: CHKD BY~ RVWD BY;zs;r:_ PROJECT NO. T 02-14(02 EXPIRES 12-31-05 DRAWING NO. 411-4 JN. ?40707 042904 N01t:i ' . . . . . : .. t . ' + • ' UN!-£$ SHOlf/11 0111$11!$£, .JTOPi Of'1 CUf8 filfA 71f»L{J'. ,,.11;. + ~ID"{Wo/¾T Of. CfNT£R~E rQ(l1Lscqr1FffLINf E1tfV1710f .... ·"···-L .. _:_·.J·._. i , : I i ., . .!... _____ ; : i i : ;,..... 'do ·1 · ; Jwj;~;.f;dro .. : Ab. = 1.201 ., ...... i ... Jtj = .. rJ.fO .. ! .. . .a.oil' Jc·L 50.ob' I-(; ' ···~ + .§ -· J ; l ... . ,', .. ..; 5+00 6+00 76 \ 4'5 I~ I I"' ad I -~ \ "'1 . ~~ ~ \I ;tl;:J ~ I "' 6+00 -I SCALE: 1" = 40' ----z---- 0 SCALE: 1" = 40' ---z 20 40 80 T: \tu;r\24C?\PA 7\imp \2407-7,"mpQ5_,:J;,q 'JJ/05/2U04 11): _'h: J:1 ;l,\1 PST 120 ,..., it j ...,...-,..-1'11<-1SHED Gi?ADE 0 CEN7ITILJNE ; : i .._I l ' .!. PROFILEi ALLfY X' . ··• ; [ ' .... ; ·=GRAVE O PER 0..11:1'.1 fSC,1LE:! HdRIZ. f" i=jo' ~Rt Ir=: 4' -~~-~ ~~--'---'---'-~-'-~-- 7+00 s+oo 9+00 74 I~ 731~ 72:~ 71 t I"' f' f' -~ -lt;3 ~ tG~ ~ -~ .... ~ "?1q; ""r.!I c,;I"' ~I~ ~I ..-s_ .,-~ .;-11l 41<3 ;tlct ;tlo "' ;tlo <o: "'· I ...: I I I -"' "'' ;t ;t ;t I 70 I~ 69 I~ I"" f' -i~ .,._I~ ~ ;1:!? ;,: ., . g1~ ~ J;lct +lti ...: "'1 I co -ii;· ---=--7100 -----------------------1 ·s~·· ... _ .. ,._ .. _-_ ·-2 160 PLANNING AREA PLAN: ALLEY 'X' SCALE: 1 • = 40' BENCHMARK VESCR/P710N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY 11!:LL ON CENTERUNE OF EL CAMINO REAL LOCA T/ON: COUNTY OF SAN DIEGO BENCHMARK VESIGNA 710N NO. R1800 288+89 EC ELEVAllON: 311.407 M.S.L. DA TUM: N.G. V.D. 29 _ _...c._ ______ _ 0) .. .1 ; d-, ..... 1 . .,, . ' -~-- · l!:'LY t,~ ~OPiotiwks•' ~-,--,(JJ~· 9-; ; 8 PW STA = 9+70 p~ iii:v ; J10.s4 'xb. ,. -2.01 K = 14;fl7 50.odt vc . ' ' -. t"~-~--! i ... ": 368-' •:?~.[ . ' .... -4··-- ~ ilf . ~ ... f i i : '11 . . \ l.= . 68 I~ f' tGl:.l ..;f<o ... -+ltJ "'1 ~ ~' <o <a + 0, 10+00 11+00 67 :~ ~ 68 ~ ' ~i~ -1.., ... "' ~I:!? <61'0 .,- o;• 2;1tJ cl;ltJ I ~' -I - PR.omcrDESIGN CONSULTANIS PLvNNo + l!NVJliaoll!NT, + ~ • SUIMIYA'.lPS 701 BStrect, Suite 800. Sao Diego, CA {)2101 619,235-6471 FAX 619·234-0349 GREGORY NI, .... ,1 ........... , .. .;.e.. ..,., ..... 1 DA1E REGISiRA TION OfSIGNED PM ~ EXPIRES 03-31-04 BY: RE'l!EW: ~ '3>-o/·"1 SIJR>t'/ REVIEW, NO. DEL TA OR BRG. 11; Noo1J'o1·w NO. OEL TA OR BRG. 1 N007J'Ol"W 2 NOOiJ'o1•w I ····t···•e,:• ., .... ''' "'---·~ .. CENTER UNE DA TA RADIUS(ft LENGTH(ft) -----605.29 CURB DATA RADIUS(ft LENGTH(ft) -----611.29 -----611.29 REMARKS C.L ALLEY ~ REMARKS MOD. ROLLED CURB • NOTE: SEE SHEFT J FOR ALLEY ENTRANCE DETAIL 160 'RI' SIGN AND STOP LEGENO & UMIT UNE PER CAL /RANS A24D & A24E fi.l . J . l- ·t-. .,,._, . .-"·· --· -.., .. , ... I { - l ' '' . . ----_,, -1-... .. -,-,.~···-------,-·-· ---- ' +--i--+--t-!--+-+ ·-+·--~--.... J ,. .. , "AS BUILT" DETAIL: TOWN GARDEN ROAD/ ALLEY "X" SCALE: 1• = 20' RCE "f2957 EXP. 03-31-08 REVIEWED BY: t-2_-,_2-_o+P-o_c-+_A_s-_au_1L_T _________ -+---+---+---;,---11 sH5EET I CITY OF CARLSBAD [sHErnl3 ENGINEERING DEPARThlENT L.:!l_j ::P=LA=N=S;::::;FO,,':R:::::::TH::E:::::IM::::P::;:R:::OVE::;:::M::;:EN::T:::::::OF::::====:::'...'.:==~ DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OlrfER APPROV CITY APPROVAL ALLEY 'X' BRESSI RANCH PLANNING AREA 7 EXPIRES 12-31-051 t'biti! . DRAWING NO. 411-4 JN 240/07 042904 C == G') .a::i-..... ..... I .a::i- f .... .,. ··;······" ,. .... ). .... J, _ _., J ; ! !GRADE llll Cf.NTf.RUNf. i Pf.1 DWG NO. i«Ja-8A ' ' -~ft''''' :~d, ' lqo 4c-" ,,,,,L..,,,.,_ .:\; ~' Oi•p 'I:;;::: 1,t;, 11:4 ; , ~R: 1t~1-·, · ... ·.•, l. ·'lJ·······.-.. :'•.·· ' . ---------..•... - : i ·t : _J . ' .. uc.,.,---;_..;-~ R. 0/JT iJ6 65 0: 18'8C/'N8,2!"//.f ' 3 ···· -ol0=2~,°tl'lrsj2 '. . v,., = 11.40 fps , i i : ' :I"') ' 1+00 2 H<;l ; 8'#;C'P..i22}5 i.F · ·:o 2.79% 1 fflORLE: STORM DRAIN STA 7+75.00 SCALE: HORIZ. 1"=40', VERT. 1•=4• CENTER LINE DATA NO. Df.L TA OR BRG. RADIUs(ft. LENGTH(ft) Rf.MARKS NO. DEL TA OR BRG. I N8J'21'J1"E -----236.08 C.L. OARTINGTON WAY Q) N8J'21 'J1 "E 2 8J"J4 32· 50.00 72.93 • CD Noo;J'o1·w J NOO"fJ'Ol"W -----455.J6 C.L. DARTINGTON WAY Q) Noo;J·o, ·w © N00'1J01"W 0 20 120 T: \Enr;r\2107\,Pi\7\in,p \2407. 7frno06.CJwg 'JJ/C5/2004 10: 57: 15 AM PST : 41 !,/ . . 3+00 4+00 5+00 PLAN: DAR11NGTON WAY SCALE: 1 • = 40' SEWER DATA WATER DATA RADIUS(ft Lf.NGTH(ft) REMARKS NO. DELTA OR BRG. RADIUs(ft Lf.NGTH(ft) -----105.76 5· PVC C-900 1 N8J'21Jl"E -----243.5J -----42.19 8• PVC C-900 2 NOOiJ'o1·w -----J8.4J 288.49 • -----J NOO"fJ'Ot"W -----4J4.07 -----142.29 8-PVC C-900 • HGL PRESSURE. ZONE 550 BENCHMARK Of.SCRIPT/ON: BRASS OISK IN CONCRETF IN A STANDARD SURVEY HflL ON CENTERLINE. OF f.L CAMINO REAL. LOCA710N: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. /?1800 288+89 EC Elf.VA TION: J11.407 M.S.L. DA lUM: N.G. V.D. 29 ------- l ., ' ' -~-- I ' ' ' ' : ' ' ! JAOC Ill ~NTf.RtlNf. I PE,R 0,WG WO. 400-BA - --~ -+~: 't-., .____K.Q::; : 0) 'R:· ;~ --. ---.:._ 6+00 7+00 STORM DRAIN DATA Rf.MARKS NO. DELTA OR BRG. RAD/US(ft lENGTH(ft) B" PVC Ct.ASS 150 • 1 N89'45 59"E -----22.25 . • 2 N89'45'59"E -----8.25 8" PVC CLASS 150 • 3 N00'1J'01"W -----69.16 PROJFCI'DFSIGN CONSULTANTS P.rANNN; • ~ • l!NOilWWWmr • SVRWY/OPS 701 B Street. Suite 800, San Diego, CA 9210 I 619-235-6471 FAX 619·234•0349 "", .. v,,ny M. SHE.OS. R.C.E. 42951 OAlE ROJSlRA TION OESIGl<EO PM REMARKS 18. RCP (1J50-01 . 18" RCP {1J50-DJ SURVEY ¾-~ EXPIRES 03-31-04 BY: RE'IIEWo """"" =--">'-~ I s+oo i "-( ' ' .... . . /" ' 9+00 i ' 1 DAR71~GT1:IN . i'INHf.R1. KM/ ' ' !Il[l] 87.52' ' i ' .. J. ~. . ..... ·1·~·· . · ·+· +· ,·+~c,l'••i•-i···.-.. :, ' · . . ..... ····· -~ ··· I··-!--~ -·---{ .. --~--' ' .,._,,-+-~.--- ; ? 0;.. ' ' --... , .. +·-"-·I ··7'-1 [5: ·.j;····· ······ . ,j. :Y'Jl"i :~ !"-'·• ,-;.~· ~ ! ~ ~ ~: "' l 1 ~~+-+~+J.~ij·..J~····1·~·~1,··~~~t~;,;;"'iJ+ll~~ ~~388-·j---+--+-+-: D,!R71/-IGTON WAY : -+--·•·······•··+-·+· @1@ · 2$;()()' · 14'00' ' CURB DATA 90•47'58" 43.00 68.07 N85'1J'16•f. -----IJ.02 N5J'21'J1 •r. -----1J.5J N8J'21 Jl"E -----44.68 NBJ'21'31 •r. -----21.J9 N55"Jlf29"W -----14.00 N8J'21•31•E -----25.00 65'14'35" 60.00 69.J7 17'1956" 50.00 18.15 N007J'o1·w -----25.00 NJ0'1 J'o1 ·w -----14.00 N00'1 J'o, ·w -----21.00 N29.46'59"f. -----14.00 Noo;J'o1·w -----10.6J NJOiJ'01"W -----14 N00'1 J'01 "W -----45 N29.45'59"E -----14 NOOiJ'o1·w -----5.75 NJ07J'01"W -----14 N007J'01"W -----69 N29"46'59"E -----14 NOOiJ'Ol"W -----5.85 NJO'IJ·o,·w -----14 N007J'o1·w -----92 N29"46'59 E -----1J.5J NOJV2'41"W -----7.76 102'16'J9" 4J.OO 75.76 7T51'0J" 43.00 58.4J N80'29.46"f. -----17.73 :•ou1c~•KNIJCJ<t£1 ·· ·~ •··+ 38 . + • 1J~ i : ... ' ~ ' ! ! ! ' ' '&8 • . , . SJ,9 • ..... ' .... i,r1. r , . . . s.;i.s.· ,v 44'!,1, !4,9~, ~+ ... + ..... J,~! ...... ;'2 , : . :c~ ~~ ~ ~ ········· .·· .... '"' '"' CURB DATA ( Continued ) NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) Rf.MARKS 1.3< Jl J I.> ' '.'l ij 3 ,., 4 ~ 5 " ' 5, mi N66'J8'29"W NBJ'21 'J1 "E N8J'21 'JI "f. N5J'21'J1 "E N8J'21 'J1 "E N66"J8'29"W N8J'21 'J1 "f. 8J'J4'JJ" N00'1J'01"W NOOiJ'Ol"W NJ0'1J'01 ·w NOOiJ'01 ·w N29.45'59"E NOOiJ•o,•w NJ0'13'01 "W N00'1J'o1·w N29.46 59"f. N00'1 J'01 "W NJ073'01"W N00'1 J'01 "W N29•45'59•E NOOiJ'o1·w NJOiJ'Ol"W N00'1J'o1·w N29"45'59"f. N00'1J'01"W NJ01J'o1·w N02'J6'J8•E 78'54'19" RCE 4Z9§/ REVIEWED BY: -----13.5J 5" T't'Pf."c• C & G 47.J2 • ----------30.7 • 14 • ----- 5.75 • ----- 14 • ----- 47.27 • ----- J7 5J.97 . 26.81 • ----------42.88 - 14 • ----- 9.08 • ----- 14 • -----• -----47.41 -----14 . 1J.J4 • ----- 14 • ----- 45 • ----- 14 • ----- 15.75 • ----- 14 • ----- 45 • ----- 14 • ----- 5.75 • -----14 -----68,96 . 1J.5J • -----17.JB 6" TYPE"G" C & G 43 59.22 6" CURB "AS BUILT" EXP, ?rz+~~~ 03 • JI· Or 014/._oda,,,--. INSPECTOR Mrr Z-12-0 PPC AS-»f.JILT CTJ ~ t---+--+------------+---+----+--+---1 sH6EET ~-c1_TY_o_F_c_A_RL_s_s_A_o~ 3 _ ENGINEERING DEPARTMENT DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL O1HER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: DARTINGTON DRIVE BRESSI RANCH PLANNING AREA 7 A PROVED: LLOYD B. HU BS 81" EXPIRES 12-31-05 • • ~(,I DRAWING NO. 411-4 ,JN. 2101-'17 C 0) :E a G> ..... .,::. (,.) ..... ..... I .,I::. ~----'-··---•-· --'--+-·-+-+----+-~-+---------·····•---f--+-+-~· . . r ·-li -l ~ ·-.. - i ! ;. -· .. __ .!,. - __ J._,_" __ )-+-' .... , ____ ,.· •-··+-;----1 -·+ ·-•--·+·· -•--··+····--·-;--+-+---+--+--+---t ' 1+00 2+00 0 20 40 80 T:\Cngr\2407\N7\i,"11p\24C?.7imo07.dwg GJ/22/2004 Q/·CO:J5 PM PST 1>101r:r ,.:, .. ,: W~1Wf~-~~t~ ItArs g~1~~t~~:~ON . ._PL ... u_s .. o:_.1._7_' •• ·_,_-.. r_· .. :_····=1=: =i _-.. : ___ ... -=-···_1i-··· .. 1 .. · _:_·· .... · -}- ' +---~· --+--+• --+--+' --+--+---,---•---J---l--+,-+-39() LO P!J/.l'/L;El4Vs~iJ,IJ! ! ' --+-·•------\ .. LO ~~;:~ ~~~6.78 1-t'.-tt.tiv-:!--JtJ:2i-----,--+-- -.['.. . .. -Aru= ~--+.--+---1- : _,_ . ;K + 2~ . .Ji! . .. {!.N .. -4:.H .. ., .. ,.,G/J. .. '._A,.,P ... t .. •,.··-··--__ :, .. -· ' , ' · V vCIV JTL/IYC ·• -•-C·-·""4-'~· """"-+-=+1f5!-0Q'f·t-e+-=--d,==d=i,,- GRAO£'iO . 'N1,'€Rt/Nti . -i L i-+~ PER DWG NO. L400-8A ' L t > ; a+oo 4+00 4.0' 18" RCP 8" PVC· .. , '---+-~-+--<'I--> .. ; I-. """" -·~· ·~·•· ., ~ -- I ----·- ~---_, __ ' Q:: ' ai •. . ,-., "-1--·-•*•l 5+oo O.BJ' 1.5' 120 t-"'-;1----,ht',tU-,: 0.5' DETAIL '.A' N. r.S. PLAN: ALLEY 'r SCALE: 1' = 40' BENCHMARK D£SCRIPT/ON: BRASS DISK IN CONCRE7E IN A STANDARD SURVEY WELL ON CEN7ERUNE OF EL CAMINO REAL. 1.0CA T/ON: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. RrBoa 288+89 EC ELEVATION: 311.407 M.S.L. OA TUM: N. G. V.D. 29 --~=~----- 370..:. .: . -.... ~ <::! ~ 8 .. . . ii ,e"RCP-,,14. 1 t.F io /;OO • ----i..-, ~ ····· o..i = ;o.9 cf.; :.... ,_ v.J. = 1.9 fps i5 2 . ·' .. -·~--'···----+-- ! !c.: c.: ' . ' -·-:Sfpii.i-QRAIN +.8 ;4l.4f3C150l i. . . . . ~ + j > ., •• M, • • • •1 • 1+00 2+00 NOYE: SE€ SHffT 1 J FOR 7H£ DETAIL OF THE ALLEY INTERSE:CT/ONS. SCALE: 1" = 40' ----z---- PRamcrDFBIGN CoNsuLTANTS PlAINNO • lilfflRONMBNrAL • ~ • SUIIYllYIOl'S 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 6!9-234-0349 M. SHIElDS. R.C.E. +2951 OAlE RE<JSlRATJON -PM ~ EXPlRES 03-31~04 BY: RE'/1.W, ~ 1,a~lll-c)~ SIJRVEY RE\1E\1! I .,. . . •. . !· ..... ' ' . ! • j ·--· ••• --•--------· •• . : W-······-······-···-···• + t t---+-+--t' --+-+--f , ·-·, .,.. l···•·i·• ······--'-·· ·-r _ ~---~-~~--r=f= -t~·~i ----_j 3+o0 4+00 CENTER LINE DA TA NO. DELTA OR BRG. RADIUS(ft LENGIH(ft) REMARKS 1 NOOiJ'01 "W -----J48. 05 C.L All£Y 'r' 2 J2Vt J1" 100.00 56.07 • J NJ2'20'J2"W -----2.68 C.L ALLEY 'Y' 4 N24;4•2o·w -----6.04 C.L. ALL£Y •r 5 1J"21'JJ" 200.00 46.6J . 6 N10'52'47"W -----22.42 . 7 20'20'J7" 658.00 2JJ.63 C.L ALL£Y •r STORM DRAIN DA TA NO . DELTA OR BRG. RADIUS(ft L£NGTll(ft} REMARKS 1 N89'44 ·zrE -----14.51 18" RCP (1J50-D! 2 N02V5'40"E 15.70 • ----- '-" 2J'55'21" 100.00 4r.75 • <4 N21"49'41"w -----9.29 18" RCP (1J50-Dl CURB DATA . DELTA OR BRG. NO RADIUS(ft. LENGIH(ft) REMARKS 1 NOOiJ'01"W -----J55.89 MOO. ROUED CURB 2 JJ"45'28" 91.00 5J.62 . J NJJ'26'J8"W 5.95 • ----- 4 N317456 W -----5.95 5 33'29'19" 109.00 6J.71 • 8 NOOi3'01·w J52.29 • ----- 7 N24i4'2o·w 11.77 • ----- 8 13'21'JJ" 209.00 48.73 . 9 N10'52'47"w 22.42 • ----- 10 20'26'36" 667.00 2J7.99 • 11 20i429" 649.00 229.28 . 12 N10'52'47"w 22.42 • ----- I 1J'21'JJ" 191.00 44.5J • 14 N24i4'20"W -----11.77 MOD. ROI.LEO CURB "AS BUILT" PLAN: ALLEY 'T SCALE: 1' = 40' EXP. 03 · 'iii-OB REVIEWED BY: . CITY OF CARLSBAD ~z_-1_2_-0_1rP_~_c-;i--A-s_-~_u_i_r ___________ +---+--+---+---1I sH;ET I ~ ENGINEERING DEPARTMENT ::P=LA=N=S::::FO,::R:::::lH=E==IM::P=Ro::VEM:::::::::EN=T==or=:====::'...:===: DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL ALLEY 'r, ALLEY T BRESSI RANCH PLANNING AREA 7 APPROVED: LLOYD B. DWN BY: CHKD BY::am= RVWD BY:2f.fliL. PROJECT NO. T 02-14(02 EXPIRES 12-31-05 DRAWING NO. 411-4 J.N. 2407.07 042904 . ~[Ai()\£! END C;.IP AND: . ·<XilNNt;CfiTO .PR0P0$[1)•12"L· ... ·· "' ' VC P[/1 DWG. !No.i 40/)-81 N(}1Ei • r ' • ' , UNLE°ss SHoWN .t1111£RmSE. • ok cqRe irutvA T/ON . 1Q'. L{FT,{RIG!ILf!F. (?E/'Jtf:Rf!N£ £tJQALt CEflTEf?Ll1£ aEVA 71C.W PLUS! 0.20'. I • • ! • I ! ; ' ,-" -·"·~· Q. l'- ~ ~ ® 6~1 ; i .. l .......... '--·-···.,; . ---· J LF O o.~1% l.Q , ... ,., <( L1.l a; <C m z z z <( -1 1l. NO. OCLTA OR BRG. 1 N10'52'47"W 2 18'38'51" J N07"46'04T 1+00 2+00 CENTER LINE DATA RAD/US(ft LENGTH(ft) REMARKS -----115.60 C.L COTTAGE DRIVE 800.00 260.J7 • -----72.46 C.L COTTAGE DRIVE __ 4_•_j 3to0 ,gu R-JC ; ;. 6D4J7 f'• @qq % . ····~ 4tOO 2 t,4 ~12" FL<; i'J e,;V SEWER DATA 1£A ~ 6" FL-, P J ,,v ;1 [A~2," 13.0. NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) PLAN: COTTAGE DRIVE REMARKS 8• P~ C-900 • • ' ' NOTE: ! .. L , UN/$SS Slf'O~ 0 · ro' i-ITT /Rtr;Ht o £:LEYA 110N •PLUS .; ... ' ·\, 890 .;-- •. _.,.., .. i • ' ' . R#tSf!ED !GRAD£ 01 C£NTERUNE .-.. . ; ~ ~: 8 --: : ~... . ... 11i. ,· .. '%1: .. ·~ r,.,., .. I -'· IPROffl ' ' ~ SCAL£: H ; -T. • ,, ⇒-' ·c:J: Cc.) I~)" 4' g,_· --f--i--i~--i~-'S!---+--i+---!--+--"-: _J_ hi ( _., 1~1 ?!! /1 . ,..__ ·::t, G') ;h SCAL[: HOR/Z. 1"=40' VERT. 1"=4' ,lj ~ t , ........ --; i tf· I 380J '1' -~~ ::\1 1j_ ,<y;; , ____ _ 'f ' 6+00 STORM DRAIN DATA NO . OCL TA OR BRG. RADIUS(ft LENGTH(ft) • R[MARKS 1 N86'5J'12'W -----22.25 18' RCP (1J50-0) • 2 N85'52'J2•w 8.25 • • ---~-- " 04'JO'JO" 79J.OO 62.40 24" RCP (IJ50-D/ • • • ----- ,!./4=/7.287' 7+00 s+oo 8+00 lr''"' . -+-· ' j w~ <( LLI a: <C m 2 2 z <C -1 il. 12" PvC WTR J72.Y4 TP~ --CURB DATA NO. DELTA OR 8/?G. RAD/US(ft L£NGTH(ft) 92'02'12· 43.00 69.07 2 N08'01 OJ W -----12.49 J N40'55'44"W -----1J.51 N10'52'47"W -----J2.70 5 17'21'29" 817.00 247.52 6 NJn9'04•£ -----1J.8J 7 N04"52 09 E -----J0.31 8 87'44'J4" 4J.OO 65.85 9 9J'20'25' 4J. 00 70. 05 10 N10'J5'J9 t -----17.89 It N22'41 J6 W -----14.19 ,2 7"17'24" 78J.OO 99.62 N29'0702 t -----1J.82 J4 N01 '58'42"W -----6.28 REMARKS 6" TYPE 'G' C & G • • • • • • 370--+---,.,+---,---J~~J51+-'N~J~J~'04~2~6TW'-+~-~-~-~-~-+-~1J~.82;5;-+----.-------l B PV:::. ~ rr • 27.50 LF 16 5'0502" 78J.OO 69.02 @ 15,507. SCALE:: 1/0/?IZ. (''~40' \,fRr 1•~4' ~.,,A---- N21'52J1 E -----13.82 N0972'54"W -----6.IJ • N40i818 W -----tJ.82 0".34 29 78J.OO 7.85 N10'52'47'w -----38.15 N1970'09 E -----13.51 • N1J'44'J2"W -----15.09 • 85'J0'01 4J.OO 64.17 • 84i6'J1 4J.OO 6J.25 N07i0'38'w -----14.27 • N40'02'22"W -----1J.60 • N10TJ2'22"W -----23.00 • • • N10V2'22"W -----20.00 • N40'02'22"W -----1J.3J • N10'02'22"W -----20.00 • CURB DATA (Continued) N19'57'38"£ -----14.00 6" TYP£ 'G' C &: G "AS BUILT" NO . DELTA OR BRG. RADIUS(ft L[NGTH(ft) REMARKS Ji N10'02'22 w -----2.74 6" TYPE 'G' C & G N10'02'22"W • '-"' -----16.14 ~ N40'02'22"W -----14.00 . N1ov2·2rw 2J.OO • 41 ----- 4 N19'57'J8"£ -----IJ.60 • .., N12'54'07'w -----14.27 6" TYPE 'G' C & G .JS,.__.""';lle,,.......<,).,....:A:.=::::::.· .:::c_.. ___ '?> -Z.&. •#'L DAlE 4Vf5'/ EXP. 0~ • 3/·0f! RCE « 84i6'J1" 4J.OO 6J.25 6" CURB INSPECTOR 4 N10'02'22"W -----290.00 C.L ASTORIA S1REET 4 N07"46 04"E -----5 0 '01' 4• c-=-l--c';~--\'',----• .----1 4 N07'45'04 "E 8.24 5 09'01'44" 19J.OO J0.41 • • l----+---1------------1---+---+--l----l fSHrrl7 CITY OF CARLSBAD I SH1EE3TS I WATER DATA NO. DEL TA OR BRG. ADIUS(ft L£NGTH(ft) REMARKS N10'52'47 W -----84.84 12' P~ CLASS 150 • 18'3851 807.00 262.65 • • N07'4fi'04"E -----8.24 • 0 20 40 80: T: \["qr\2407\PA 7V"flP \24G7. 7inyG8.dwq OJ/05/?004 1 I: 'JI: ?J AM PST 6 NB)'Z/'37' N82 '5.6'55"w -·--- BENCHMARK DESCRIP110N: ~B=RA~SS~D=ISK~=IN~CO='N=CRE=lE~l'N~A~S=TAN=DA~RfJ~SU~R~VE=Y~l\ru.~~ON~--- CENTERLJ'NE OF a CAMINO REAL. LOCA110N: COUNTY OF SAN Dl[GO BENCHMARK DESIGNATION NO. R1800 288+89 [C ELEVA110N: J11.407 M.S.L DATUM: N.G. V.D. 29 27.50 8• P~ C-900 6 N16'47'48"W -----2J.04 " • WA 1ER 11GHT JOINTS B"Pvc c.-'loo PR.omcrDF.SIGN CoNSULTANTS .. PIANNINO + ~ • IINOINBl!IIINO • Stlll'l'l!Y/Ol'S 701 BStreet, Suite 800, San Diego, CA 921111 619-235-6471 FAX 619-234-0349 ,,...;.E. 'tL:Wl DA 1t REGISlRA TION DESIGHED PII ~e ~ EXPIRES 03-31-04 13'1: RE\OEWe :i.-.,...., 'f 24" RCP (1J50-D) • SURVEY RE',S[W; Z-12·07- DA TE INITIAL NGINEER OF WORK AJ:-Jm/LT a.IV, t'IIOFUJ,. REVISION DESCRIPTION DATE INITIAL DATE INITIAL O1HER APPROVAL CITY APPROVAL L_§__j ENGINEERING DEPARTMENT PLANS FOR lHE IMPROVEMENT ~~-~-~ COTTAGE DRIVE,rNYAGAARD. S""[:J. · BRESSI RANCH PO.NNiNGAfffA' 7 £ EXPIRES 12-31-05 DWN BY: PROJECT NO. ~~ ~~~ CT 02-14(02 DRAWING NO. 411-4 JN 2407.07 020205 0) 2. C :E G') .... ,l::ai w...., ..... I ~ NOrti: ' ' ' ' ' ' ' I ' ' ' ' ' . F/NLESSiSHqWN(OlHfR~ TQP•G[OfJRfi.Ri"VA~ ; f:7'LEF11/Rl(;HT !OF1!INTERIJNE,EQJJA/.p CfNTf:Rl/f'E !·· ·· ·· I ~"A 11w ~Lt/% Gl.9(!:,I 7 ~'--''· ! . , I ---'--+--+---+~···+··,····t PvlktA =I+4b j .. c. PW f/.£V = $74;78 ; ,A,D, ... -.-t24L.\ .... i ... , .. . I(= 116.jO . . ., ...... , ... . 2 i, 1+00 2+00 0 20 40 80 120 T:\[nqr\2107\,0 A7\imp\,2107.7i....,1µ09,dwg 03/'J5/L00·1 1/,05:55 AM PS7 ' z /5.li" 4i i i , .... ' '9"'.ll.> I·: '11 J~~ r . .. . . • 0;~!~ .......... , l.iili-4J:I, ~?l · 9 c ; ; . . ~ ~ Jii;,(g(?i t.,f ; l-'-7:V ' : ;j ~ ... ~ -' i ,..., ~ ' ' ""'-...,._,,, ttc's :, '0 -, ' '"'"T'""Cj -~··r -~-,,=, ... 3+o0 4+00 PLAN: PARADISE ROAD SCALE:: 1 • = 40' BENCHMARK S+oo 1 t31i'."33 N 301 h T lirJ,;TALl. &LOG/< l MO;;;..AR I /3V~KH a A~ I I 0£SCRIPTION: BRASS DISK IN CONCR£TE IN A STANDARD SURVEY IIE'LL ON CENTERLINE OF £L CAMINO REAL. LOCATION: COUNTY OF SAN D/£GO BENCHMARK DESJGNA170N NO. R1800 288+89 EC AREA 6+00 7+00 15 PRomcrDFSIGN CONSULTANTS PrAMNINo + l'!!MllllNIIIIN • EMm i&IO • StllM!YIGl'S 701 B Street, Sllltc 800, San Diego, CA 9! l(l l 619-235-6471 FAX 619-234-0349 · M. ~ .,_..., "·"'E. 4~, DATE REGISlRAllON Dl'1'GN£Jl PM l'.LEVATION: 311.4-07 M.S.L DATUM: _ _.:_:N·c.cGcc..V.cc.D'--. =2g'------~ E>G'IRES 03-Ji-04 BY: R£VIEW, ~ ;.-,.o'f SlJRVEY REVIEW: -··"·· " i SQ4L£1 HORIZ /~;,,4d,', \fRT. 1•+,4'. . . . .. -. -.. . r .. ,,. _, " " ' -., . _.,_ ,---· ., . , .. CENTER LINE DA TA NO. DELTA DR BRG. 'RADIUS(ft L£NGTH(ft) R£MARKS NO. DEL TA OR BRG. I N84'46'42'W -----62,53 C.L. PARADISE ROAD , 78'45'37" 2 11•34•30• JOO.OD 60.61 " 2 N81'4B 1s·w J N7312'12"W -----171.70 J N66'47'16"E 4 26'50 10· 210.00 98.36 n 4 6'58'49" s N79'57 38"E -----20f3.80 C.L. PARADISE ROAD 5 N7J12'12"W 6 N4372'12'W 7 N76TJ3'57'W SEWER DATA NO. DELTA DR BRG, RADIUS(ft LENGTH(ft) REMARKS CD N84'46'42'W -----32.53 8" PVC C-900 CD 11'34'30" J00.00 60.61 • , N731212 w -----149.18 - N7312'12"W 17.53 • 4 ----- CD 26'50'10" 210.00 98.36 " CD N79'57'38"E 54.30 • ----- CD N79'57'J8"E -----147.50 8" PVC C-900 8 N82'52'24 •w 9 N60'00'02"/'. ~ 5'4718" 11 N79'57'JB"E 12 N70'02'22"W I N77TJ5'53"E 14 N82'49'22"E 1! N49'5tJB"E 16 N79'57'38"E , N 70TJ2'22"W I N7g'57'38"E WATER DATA NO . DELTA DR BRG. RADIUS(ft L£NGTH(ft} REMARKS <1 N84'4642'W -----32.53 8 PVC CLASS 150 • ,<._2 11'J4'Jo" 293.00 59.19 • • " N7312'12"W -----158,68 8" PVC CLASS 150 • 4 N7372'12"W -----IJ.02 12" PVC CLASS 150 • ,-'5; 26'50'10" 217,00 101.64 • • I N49'57'38"E N79'5tJB"E , N70TJ2'22"W N79'57'JB"E N49'57'38"E 24 N79'57'38"E 13'53'41" N56TJ8'42"W ✓s N79'57'38"E 206.8 12• PVC CLASS 150 • 'HGL PRESSURE ZONE 550 2 N81'5J'Ot W N72'22'27'E 4'25 21" STORM DRAIN DA TA N7312'12"W JI N43i2'12'W NO. DELTA OR BRG. ADIUS(ft LENGTH(ft) REMARKS N73i2'12"W NB4'46'42"W -----32.53 24" RCP 1350-D • l.ll N76'47'4B"E 2 5·47•00· 307.00 36.35 • J N12'22'41"E -----8.25 18" RCP 1350-D • 4 N12'22'41"E 22.25 • • -----~ N7312'12'W 7'27'13• ., N53i2'44"W 5 4TJ2'43 307.00 21.68 24" RCP 1350-D • 6 N7312'12"W 24.36 • • ----- 7 N16.47'4B"E -----39.50 18 RCP 1350-D • ~ N87'27'J5"W 75'22'55" 8 N7312'12"W -----118.31 24" RCP 1350-D • NZ 7 ' • 25.02 • ----- '/ , l4°t4 21" 203.0 SL.04. • • f , N~'57'38"E -----154.80 24" RCP 1350-0 N10'02'22"W -----8.25 18 RCP 1350-D CURB DATA RADIUS(ft LENGTH(ft) 43,00 59.11 -----22.21 -----13.61 317.00 38.62 4G. 0• -----A;:i. ,6{) ,iu, ----- -----.za -----14.27 193,00 19.50 -----186.19 -----13.60 -----8.85 -----8.85 -----13.60 -----69.00 -----14.00 -----5.75 -----14.00 -----46.00 -----14.00 -----5.75 -----14.00 -----11.19 227.00 55.05 -----14.74 -----7.16 -----14.74 227.00 17.52 -----74.49 -----14.00 -----5.75 -----14,00 -----67.21 283.00 36.82 -----14.57 -----23.21 43.00 56.57 1 ' ' ; ' [ REMARKS 5-CUffB 6' TYPE G C &: G -- ~ • • • --- ' . " - • • .. • • • " - • " • • - " • • . • " • • - 6" TYPE: "G" C &: G 6" CURB -1 --1-- SCALI:! HORIZ: /"ea40', 1£R)j f"!e4' · ' • ' , : ' I . ·t· .... t .. ' <::i u ~ ..,. ' ,; .... ~ it .:::: cl INSTALL BLOCK le MORTAi? BVI..KH£AO 12" PVC Wn:1 ij 376..21 TP 375----t-¾c--t-1-:-tr;:,~-----L FL 373.ST 2~ 'RCP~21. 00 LF l!? 13.SZ 370----1 Fl.. 1/11 ,71.06 Q.,: ;2.'J-'<-cF5 V~0=11. 5 FPS WA n~ Tl G\ ,n JOIN•5 fl OUT .370, ill' I 8" PVC SWR J(jg.t1 IE PROFILE: STORM Df?AIN STA 4+3e.33 SCALE: HORIZ. 1"='!<J'. VliRf. 1"=4' "AS BUil T'' DATE RCE 1-2'15'I EXP. 03-3/-()8 J H N~'57'38"E 48.00 • ----- 11· 1s 'os" . 203,00 40.04 24'' RCP (1350·.ll) it ( ~~Oim5 l--+---------------r--t--;--~lsH9EETl'-_c=1TY.;..;..;.;;;,o_F_c_A_R_Ls=s-A_o__.JSHEETS13 ENGINEERING DEPARTMENT ~ PLANS FOR lHE IMPROVEMENT OF: PARADISE ROAD BRESSI RANCH PLANNING AREA 7 i.::~;'!>~'~='.:!-~:'.!~~~~1~/""'!:-A-:-'.!1:SJ~s-:1s~cml:!!-::RLM-,D=-R=-Acc1""'1.J_c_LE......,.A-,t.Jcco-"-,--:,._::cN:::Dc-:-$T\)--:~;--+--l----f.;;z:-:r+=d 1l:1~4~.~~~:~o~;~4L~~~~~!;~~~-~H~;!~-~~!,'Y~,~EE~R~~~~~~~~=!s~4~~~3~1;-o~5 I l-,-::=-f=:c-:c+F\:.:.E;;:.S..:\'=>.;:.E ___ c._o_R...;e,:....;:J);.;.P;:..::T.:.:/1...:... --------+:-:-:=-t::-:=-:::-t-:::-;:=-t;::;:;;-;:-1 ::: _______ ~------ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ...., PROJECT NO. DRAWING NO. CHKD BY: *"" ( c1NEER OF WORK REVISION DESCRIPTION O11-1ER APPROVAL cITY APPROVAL RVWD BY: mv CT 02-14 02 411 -4 JN. 21707 07 ,0207.05 ~r ' ···• ·+••"' '·- 7+00 8+00 0 20 40 80 i. \t.ngr \240 !\PA /\irr:p \_?4.07. ?lm(l VJ. rfwg O_T/C5/2'J04 ii. 07: 4-8 AM PST : .. -. j .. ,. ; ; ; 1 AtJ~z f:Ot, ·· ··· .. ···· ···+· ··· · +········'·· tAiJ. 0,60t· ; 120 K,,,, 9J1 J . , :..,./' : ' .... ~ ; ' ' -~·· . ' . - 9+00 R 1r, . f'TN/Si(' . GRAV~ 0 :C TER!)NE! ; .--i ••• i kP L • , .. ;... ...... • . ... _. -··------•i--•· ~/i'T. '1" 7 4 . .,. 10+00 275' SIGHT 01ST. LINE PLAN: PARADISE ROAD SCALE: 1 • = 40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SUR~Y IIEU ON CENTERLINE OF EL CAMINO REAL. 11+00 LOCATION: COUNTY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L. : ' i : , PVT stA ;;: /i+$d · t PW-EtE'I = 1105;27 . A.l). =} -47.f.f . L ..... K"' '>51:.27 ' ' "" :g !.~ '• "' .. ' i ' .... --···---,-·· '• . 0 .'I, 390-; . ; ; INSTAll END &AP 387. #• TP · 7,+57.12: AH NO) 6 , RIM 391.'42 · 12•,pvcWIR 3801TP' ' ' . 6: ------:·399. • PVC :N 27.5. Lt-, 0200%: . ' ' IN Sri 'i.t E!NO Piuc IE 382.$3 . . $CAL£': f/ORIZ. 12+00 18" RCP 'FL 38 .79' 1"=40', vrkT. i"=4' I ' , I . . 13+00 PROJECTDF.SIGNCONSULTAN'IS PIANNINO • liNVIIICNll!lmU • l!NoNll!IUNo • SIJllVl!YIGPS 701 B Street, Suite 800, San Diego, CA 9210 J 619-235-6471 FA..X 619-234-0349 .....ic.GORY M. SHIELDS. R.C.E. 4=51 DAlt REGIStRA 110N DESIGNED I'll ~~ ).;;..g ·Ji.. EXPJR£S OJ-31-04 BY: RE'1EII: ,._ "f-tJ"f SURVEY IDIEw. z INSTAif BlOGi' i MORTAR •BVLKHEAI) .'$9'0. 76 JP ' -390·--+~~-+- '7~-?"l:h~· CfE.AR (l,IIN) . . .-.-l, -· .. ·• ' l ... ;. ··-.. ~ .·. · $CA4E: f/OR(Z. t•=~', ;1£/i'T. f=4' ......... L....... ....... . ;_ ...... L ...... i .••• ,. .•. : ••.•..••. :. CURB DATA NO. OE!L TA OR BRG. RADIUS(tt, LENGTH(ft) RE!MARKS N77V5'53"E -----4.24 6" TYPE 'G' C &-G 2 80'51'48" 43.00 60.69 • J 80'55'52" 4J 60.74 N82'49'22"E -----13.10 • s N49'57'38"E -----13.60 ' I (' 7 N79'57': u,•i: -----.2&'f,\4 J2"Q1'. 0" 227.00 ?,,.fl.ii, N46'3837"W -14.13 . • • g N76'39'08"W -----20.83 • 10 67'31'03" 43.00 50.67 • 91'53'35" 43.00 68.96 " N71"J4'39"W -----15.01 • IJ N69'46 '1 l"E -----12.97 • 14 19'47'38" 193.00 66.68 • IS Nl.9'57'38"£ -----25.87 • 16 N70'02'22"W -----14.00 • N79'57'38"E -----11.80 • 18 N49'57'38"E -----14.00 • 19 N79'57'J8"£ -----46.00 " 2' N70'02'22"W -----14.00 • tr& 2 N79'5t38"£ -----14.08 N49'57'J8"£ -----14.00 N79'57'3B"E -----46.00 " • • 24 N70'02'22"W -----14.00 • ~ I N79'57'38"E -----7.62 N49'57'38'£ -----14.00 N79'57'J8"£ -----46.00 N70'02'22'W -----14.00 N79'57'J8"E -----7.62 • • • • ~ I N49'57'38"£ -----14.00 Nl.9'57'38"£ -----46.0() N70'02'22"W -----13.60 N77V5'53•E -----14.27 • • • r N82'49'22'E -----5.41 N79'57'37"E 105.76 6" TYPE! 'G' C &-G AC DIKE ( [ffi § 5.5°,30o<l...,, 30.00 2'1.of, 54"16 'So" 30.0C> 21!.➔ .2, . . . . . CENTER LINE DATA NO. DE!LTA OR BRG. RADIUS(ft LENGTH(ft) I N79'5 J8"E -----482.85 2 2675'11" 210.00 96.22 J N73'4711 W -----62.97 SEWER DATA NO. DELTA OR BRG. ADIUS(ft lENGTH(ft) CD N79'57J8 E -----54.62 Q) N79'57'38'E -----137.88 Q) N79'5 38'E -----239.00 4 N79'5738 E -----75.50 @ N10'02'22"W -----27.54 6 N10'02'22"W -----27.50 WATER DATA -NO. DE!L TA OR BRG. RADIUS(ft LENGTH(ft) ~ •✓ N79'57'38"E -----482.85 <2 2675'11" 203.00 93.02 <J> N73'47'11"W -----31.79 ✓ 4 N10'02'22'W -----37.04 s N10V222"W -----37.00 • HGI.. PRESSURE ZONE! 550 RE!MARKS C.L. PARADIS£ ROAD • C.L. PARADISE ROAD RE!MARKS 8' PVC C-900 • • 8" PVC C-900 l?EMARKS 12" PVC CLASS 150 • 12• PVC CLASS 150 • 12 PVC CLASS 150 • 8' PVC CLASS 150 • 8 PVC CLASS 150 • STORM DRAIN DA TA NO. DE!L TA OR BRG. RADIUS(ft lENGTH(ft) REMARKS I N79'57'38"E -----148.00 18" RCP 1350-D 2 N10'0222"W 22.25 • • ----- J NI 0'02'22'W 7.75 • • ----- 4 N10V2'22"W -----1275 18" RCP 1350-D • • WA TER TIGHT JOINTS "AS BUILT" RCE 4295/ EXP. O3·,JJ-0t, REVIEWED BY: ~ CITY OF CARLSBAD fSHm'sl 1----t----+----------------+---+----lf----+-----f LJ_Qj ~--E_N_GI_N_EE_R_IN_G_DE_P_A_R_TM_E_N_T_~ Lill ,Jc.£ , MOJE Sl~EO:< L.IGiiHT, R£\1'1!)£. C.'-'R.~ DrATA ADV RIBl::JoN 6UTTfA. • PLANS FOR lHE IMPROVEMENT OF: PARADISE ROAD BRESSI RANCH PLANNING AREA 7 B. HUB EXPIRES 12-31-05 ~/.1~'1 DA TE INITI Al NGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY:,--...-...-1 PROJECT NO. ~~ ~~'. f1J1 CT 02-14(02 DRAWING NO. 411-4 JN. J4Q7J)7 ·~1~1~S . 01+2904 '~ ; ' ,.__,_" -~--~ I . ·+· + ... :, ........ r ] ......... . I -----r· -- --: ,_,.,~ ,-,.,,e .. ),,.., • . ""·--· --4---.. ,• '"' .7'! ' PER VIit' NO. 4!)0-rA . /' . ~ P~ STA 1= 3+50 Pf Ei.EVi= f76f7 f AD. 'f 2.p3 1 ······ ···· :··K·=}19.-76 ,.,,.-, L .. "; ___ '": ' y v v ·7' ; __ .L .......... , . ,• 1 ......... . :~r---r +••"""·,•--• .. -,, ! ' . .,.L .. -,;.,, . ! l ;. ... . .. eRoBLE: ALLEY! ·do' .. : • ; SC'ALE.i HOR!Zi 1• = 40' VERT. 1'" 4' 1+00 2+00 3+00 4tOO 5+00 CENTER LINE DA TA CURB DATA NO . DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS NO. DEL TA OR BRG. RADIUS( ft LENGTH( ft 1 N7018'31"W -----9.90 C.L ALLEY ·oo· I N70i8'31"W -----15.90 2 19'0935" 150.00 50.16 . , / 2 19'09'J5" 159.00 53.17 /£ J N51 TJ8'56"W -----40.87 J N51 '08'56"W 40.87 • ----- 4 48'53'27' 250.00 213.3J • cy 4 48'53'27" 241.00 205.65 0 20 40 II ~ c::i • 5 N79"57'J8"E 80 1 0 J65.20 • -----5 N79'57'JB"E -----365.70 PLAN: ALLEY '00' SCALE: 1 • = 40' BENCHMARK DESCRIP110N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llf'LL Of>/... ......... .. ON CENTERLINE OF EL CAMINO REAL LOCA 110N: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 110N NO. R1800 288+89EC ELEVA 110N: 311. 407 M.S.L. OA /UM.·_ --'N"-.G-'.-'V.0~·~2~9 ___ _ 6t00 7to0 REMARKS MOD. ROLLED CURB • • • • • PROJECTDF.SIGN CONSULTANTS Pl'ANNINO • li'NIIIIOllll!N • l!NmNlll!lllNO • SVIM!YIGR'I 701 B Street. Suite 800, San Diego, CA 92101 619-235-6471 FAX 6l9•234.0,49 -..ni;,GORY M. SH,1:.....,..,. 1tC£ -4-2951 DA TE REQSlRA TION OESl<lNED PII ~ ~l:~ E>IPMS OJ.-Jl-04 BY: R£\'IE'*--:, ....,-1)..,. SUR\<EY ""1£\t T" \[ngr\2407\PAl\fmp \2407.?ifT'pl ,' dw9 C.3/05/2004 /;;09: 32 J.M PS! SCALE: 1" = 20' ... I- ' • ' .r·.·.,.. •· ·f RCE 'IZ.'1'51 : ; .L . .J "AS BUILT" EXP. OJ • '31·08 fSHm7 CITY OF CARLSBAD fsHEETsl t----+--+----------------+---t----i!-----+---; LJ!_j ENGINEERING DEPARTMENT ~ ~P;::L:;AN:;S;:;FO;.R;:;lH:;E~IM:;PR;O;VE:;;ME;::N:;T;::O;F;:: ====::..:::==::; DATE INITIAL NGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL 01HER APPROVAL CllY APPROVAL ALLEY '00' BRESSI RANCH PLANNING AREA 7 DWN BY: CHKD BY_:_tw$r.w=-I RVWD BY: C-W PROJECT NO. CT 02-14(02 EXPIRES 12-31-01; I ¢M-"' DRAWING NO. 411-4 ,JN 240707 .a:=. ..... ..... I .a:=. . N01Ei . i . . .. ' '. .. ,·. ' ' . ' ..... ' t1JLE$S $/-/Ofm P7$?i./st; T~. Of C/JRBtEJ..t,VATfON,8'] .. RIGH1/LEfT OF l;ENITT!UN£ £QI/AL$ ~NT$RUNE £LEVA71~ ·· F't.USio.r1'.·J ! i ' -; l tr '.1 1 J·· ' ' ·· rt--:-t - ,H ' ' .... ··--- I ... -·~)_.. ;_ ,,. ,:.; ! 'i;' ---;--ij , .... Lii' : . , .. ·,-· , .. ;;J;.,,-c., -+--+--'--+-J. . . . I . . S££ DETA/~ RIGHT 11 0 20 . ! ' : i. ~i ...... ~ ... :--··'i:n &:···t" i SC c:, , r 1+o0 I ,, I~ le:, ~ '\1 "" I ~ I 143 > ~I~ ~ I ~I- ~ Zlc.3 a 40 80 .. ,., .. •··· -,-•-•-,. . '-~---1···· 2+00 ------ a:' ~ ., -;,; d F c:, -1-142 ""l:;J ;t; 141 -"'l • o(" .,- .:!:id 120 T: \F'1rr\2407\PA7\irrip\2A07,7imn'.2,dwg C,3/05/2001 11:17:5; AM PST I~ le:, b ~I~ [!;11-. ;t;1d ·: i '-' ~ ····'r·····,·· .. ~.-~1 +··· a:' ~ ~ ct -_.; .. 3tOO 4tOO 5+00 I~ I~ I~ I"' I"' "" a:' ~li;J a:' ~f:;i a:' ii1.!li;J 132:;jl~ 133 <cil<ci f34. ~I~ --0)--., +113 ., ,;!Jj "' +I_, oi ""1 N <D ... 1'-' "' "' I -,;!; ,;!; -1-.,. -------------- :/\/:/~:. 4+00 --·---------I 4 -I?;; le, ~ 140 ~<D ~I- a:' a:' I?;; a:' ., I?;; ffl ~ -..: I"' <D le:, ..: 0) "> ., ct 139 b ,;!; b ,;!; ~:;i 138 ~~ ~<D -~-itld ;;!;id ~tc3 PLANNING AREA 7 PLAN: ALLEY 'BB' SCALE: 1 • = 40' BENCHMARK DESCRIP710N: BRASS DISK IN CONCRETF: IN A STANDARD SURVEY ltEl.L ON CE/'ITFRLINE OF EL CAMINO REAL. LOCA710N: COUNTY OF SAN DIEGO BENCHMARK 0£S/GNA710N NO. R1800 288+89 EC ELEVA 710N: J11.407 M.S.L DA 11JM: N. G. V.D. 29 -_...~------- ··-·· , __ _ •? •S•···••• ~ """I PR.OJECTDF.ScGN CONSULTANTS PIANNIND' • BN¥IID'IMl!Nlll • IINmNlllllllNO • SlJRVll!'IGJ'S 701 B Street, Suite 800, San Diego, CA 921 0 1 619-235-6471 FAX 619-234-0349 M • ..,.,.......,.,. rt."-~ 'tad DAlE REQSTRATION DESIGNED PM ~ )-:::.~;!., EXPIRES 03-.'51-04 BY: REVl£W: '3, -1-<> <( SUIMY REVIEW, DETAIL NYAGAARD ST. -~ SCALE: 1• = 20' I I i I STOP LEGEND AND LIMIT LINE PER CAL TRANS A24D & A24£ '2 " • ,,,J,, .• r .. · .,,_ .. ,, .. ,,..,_, _____ · i--+--+--f----f-f--+ ···F···<· • ··--+~· ·-t•·-•'.• • + ··7·• •.. , .. ·f--·'.·• •i---r--. . ·······1-·· i····:··-,_: '"' L ____ ---.. , .. 1-· 't· T •• , ..... , ..•• , .. ' . --'.. .. ,. ""' , .. ·· t·· + .. ,.. • t l --, ----,-,., .... , ---------+,. CENTER LINE DA TA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 N79'57'JB"E -----J79.62 C,L ALLEY 'BB' 2 JJ'OO'J6" 100.00 57.61 • CURB DATA NO. DELTA OR BRG. RADIUS(ft WIGTH(ft) REMARKS 1 N79'57'J8"£ -----J92.62 MOD. ROLLED CURB 2 JJ"4J'04" 109.00 69.65 • J J2"J6'12" 91.00 56.56 • ~ N79'57'JB"E -----J92,62 MOD. ROLLED CURB "AS BUILT" INSPECTOR fSHm7 CITY OF CARLSBAD fsHmsl t----+---+----------------t---t---i----i----i LJLj ~--E_N_GI_N_EE_R_IN_G_DE_P_A_R_TM_E_N_T __ LJl_j i.-12·0'7 PPC DA TE INITIAL GINEER OF WORK AS-BUILT REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANS FOR 1HE IMPROVEMENT OF: ALLEY '88' BRESSI RANCH PLANNING AREA 7 APPROVED: LLOYD B. HUBBS EXPIRES 12-31-05 - DWN BY: PROJECT NO. ~~ ~~~ CT 02-14( 02 DRAWING NO. 411-4 J.N. 240707 ' 042904 I I I\ I I I\ i I I \ \ 'l I -1'. I I I\ I I I ' ' I \1 i I I I I I 'i' I ,I I \\ I 1\ I I I I I! ', I I I \\ I I\ ', II I 11 ----Z----- -5' ROLLED CUR8 TRANSIT/ON NOTE: SEE SHEET J FOR ALLEY EN TRANCE DETAIL DETAIL: DAR11NGTON WAY/ALLEY •y• SCALE: 1' = 20' ----z----- 2.90% NOTE: SEE SHEET J FOR ALLEY EN7RANCE DETAIL 0 20 T: \fnqr\_7,t07\PA7\imp \24-07. ?impiJ.dwg 'JJ/0[;/2004 11: 20. J9 AM 0ST 'RI' SIGN DETAIL: TOWN GARDEN ROAD/ALLEY •r 40 80 I SCALE: 1" = 20' BENCHMARK DfSCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY l\f'LL ON CD/TERUNE OF EL CAI.I/NO REAL. LOCA T/ON: COUNTY OF SAN _DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: 311.407 1.1.S.L. DATUM: _ __,_N,...G"-.V.,_...D-:.c·-=2c=.9 ___ _ ,,--'RI' SIGN \ z NOTE: SEE SHEET 3 FOR AUEY EN7RANCE DETAIL DETAIL: TOWN GARDEN ROAD/ALLEY "T" ----z----- NOTE: SEE SHEET 3 FOR AUEY ENTRANCE DETAIL SCALE: 1' = 20' NOTE: SEE SHEET 7 FOR PLAN AND PROFILE OF ALLEY 'Y' &-'i 18.72' Rot. ll?ANS!llON I.ED CURB' " ,, ll I /! ; i I ! ) I , ,1 ' I I' I j : I \' ' I I ' ' ' ' I I I / I ,, ,, i I I I I i I , I I /I " I // I Ii I /I ,I I ,, ,I I I i} ' ! ( ' ' I I ,, ,' JI i ,, I/ \ I I ,, ' I/ \ ' . \ I ,, ' ;/ \' I! I f // I I 'I I /1 ,I I ,; I /1 l !I I ' ; 11 i I I I Ii . I I ' ; / " I I 1/ I I, I /( I /I 1 Ii I If I I /I l I.I / // DETAIL: PARADISE ROAD/ALLEY 'r "AS BUILT" PR.OJF.CTDFSIGN CONSULTANTS l'UNNINl1 • ~ • 1lNIIINBl!l!ING • SURlllll'/Gl'S 70 t B Street, Suite 800, San Diego, C/\ 97 ! 0 l 619-235-6471 FAX 619-234-0349 DA 1E REQSlRA 110H I IJESGNID I El<PIRtS 0J-31-0< BY, '3,-f.i '( PM REVl£'lt SCAL£· 1' = 20' RCE "IZ?5I EXP. 03-'JJ-M RF;,(IEWED BY: / ,J,, D J:J IN!:>r'ECTOR ' ~ CITY OF CARLSBAD fsHmsl t---+--+----------------t--;---;---;----; ~ ENGINEERING DEPARThtENT LJl_j ~P=LA=N:::S:::::::'.FOR;;:,:::::TH:::E:::::IM:;P:;:RO:;:VE::::;::M:;:EN:::T::::::::OF:;::====::::.::==::::; ALLEY r, ALLEY T BRESSI RANCH PLANNING AREA 7 APPROVED: LLOYD B. HUBBS, o_ J' ~ ,#/. • - 1.--:-::-=f-:::,:c::-+-:--:-:::-=:-,;c:;:=------------t--+--+---t---l ~ 'I' =---'---' Z ·IZ-Clr PPC . 4S-/3Ull T ~,-,-,,.,,.,.,.,,....,...,.--, DATE INlllAL DATE INITIAL DATE INITIAL DWN BY:~ PROJECT NO. DRAWING NO. "NGINEER OF WORK REVISION DESCRIPTION CRHVWDKD BBYY=.. CT 02-14(02 411-4 01HER APPROVAL CITY APPROVAL EXPIRES 12-31-05 ./4,~ J.1\i', 240707 042904