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DWG 413-1; CT 02-14; BRESSI RANCH PLANNING AREA 10 UNIT 5; 01-11
KEY MAP LEGEND ----0-------- ..... r----7 L ____ ..J © _,,,a> RIGHT OF WAY SEWER LINE SEWE:R MANHOLE: WATER MAIN RECYCLED WATER MAIN STORM DRAIN STT?EET LIGHT STRIIT LIGHT PER Dlttl NO. 400-8 FIRE HYDRANT FIRE HYDRANT PER DWG Na 400-8 SHEET UM/TS SHEET NUMBER ACCESSHOLf NUMBER PROJE:CT sm: VICINITY MAP NOT TO SCA!£ •DECLARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE 1HAT I AM THE [NG/NEER OF lltlRK FOR 1HIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC710N 670J OF THE BUSINESS AND PROFESSIONS CODE, AND IHA T THE DESIGN IS CONSISTENT mm CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAIWNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A Rf\//EW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WRK, OF MY RESPONS/81U71ES FOR PROJECT DESIGN. FIRM: PROJECT DESIGN CONSULTANTS -----------------ADORES S: 701 B STREET, SUITE 800 CITY, STA TE: SAN DIEGO, CALIFORNIA TELEPHONE: _.c~c;.6~19""~ _23_5_-_64 __ 7_1 ________ _ BY:.· ___ _LJ6.~_,_..-..Lh:-:i.....,;0.....,,,:4,,.,._ ___ ~ MhRY M. SHIELDS DATE: 2..-,D .,:> -f R.C.£ NO. __ 4cc29_5_1 _____ RfGISTRA710N EXPIRA710N DATE: 03-31-04 T: \Er,gr\2407\J-A l r; \imp \?407. 1 Oimc:J7. dwq 02/0}/L.'004 fO: 29: 20 /J.M ,OST Of ESS I 04--t. M. S,,,/. ~ ~ No. 42951 Exp. 03-31-04 CIV\\. OF Cl\\.\~ RANCH PLANNING AREA 14 10 N KEY MAP SCALE: 1• =120' SHEET INDEX SH/IT 1 . 1771.£ SHEET, KEY MAP SH/IT 2. . . . . .. . . . . . . . . . . . . . . . . CONSTRUCTION NOTES SHEET J . . . . . . . . . . . .. . . . . . . . . . . . .. . TYPICAL SECTIONS ANO DETAILS SHEET 4 TO 11 ................... IMPROVEMENT PLANS AND PROFILES BRESSI RANCH REFERENCE. DRAWINGS SEE ORA'NING NO. 400-8 FOR BRESSI RANCH RESIDEN17AL STT?IIT IMPROVEMENT PLANS. SEE ORA'N/NG NO. 400-8A FOR MASS GRADING AND EROSION CONTT?OL PLANS. SEE ORA 'NING NO. 400-8C FOR BRESSI RANCH RESIOEN17AL STORM DRAIN PLANS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GF:NERA7FD BY PHOTOGRAMMETRY METHODS FROM INFORMA 170N GA lHERfD ON MAY 11 719,.......,9""8-BY SAN-LO AERIAL SURVE'r'S TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 710NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA 7FD lt11HIN ASSESSORS PARCEL NUMBER(S) 213-120-07 71-IE CALIFORNIA COOROINA 7F INDEX OF 1HIS PROJECT IS: 1990-6252 BENCH MARK DfSCRIP710N: BRASS DISK IN CONCRETE IN A STANDARD SUR\,FY WELL ON CENTfRUN[ OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGN A 710N NO. RI 800 288+89 EC ELEVATION: 311.407 M.S.L DA TUM: N.G. V.D. 29 -~~~-~--- IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVA 7F* 'NILL BE VALID. FOR. YOUR DIG ALERT /.D. NUMBEf<, CALL UNDERGROUND SERVICE ALERT: TOLL. FREE: 1-800-422-4133; 1WO WORKING DAYS Bf FORE YOU DIG. OWNER/DEVELOPER NAME: BRESSI GAROENLANE:, LLC., A DELAWARE LIMITED UABIUTY COMPANY, AS OWNER BY: LENNAR/LNR CAMINO PALOMAR, LLC., A DEI.AWARt l/M/7FD LIABILITY COMPANY l/ABIUTY COMPANY, ITS ADMINISTRA 71VE MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORATION, ITS MANAGER ADDRESS: 152.!i FARAOAY AVEHIJE, 5/IITE .100 CARLSBAD, CA. 92008 PHONE: (76D) 918-7765 NOTE: THE CONSTRUC710N OF UNDfRGROUND FACIL/71ES SHALL NOT BEGIN UNTIL A LETTER HAS BEEN SUBMIT7FD TD THE CITY ENGINEER FROM lHE SOILS ENGINEER STA TING THE SE':6-FRar:;;:;;;::~G IS COMPLE7F. ITS: V1 U.. {Jj£tJ ,JEJ1 WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE ltllH lHE FOLLOIWNG DOCUMENTS, CURRENT AT lHE TIME OF CONSTRUC710N, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS RESOLUTION NO.S 5201 (EIR 98-04), 5202 (GPA 98-03), 5203 (ZC 98-04), 5204 (MP 178), 5205 (l.FMP 17), 5206 (CT 00-06), 5207 (HOP 99-06), 5208 (SUP 99-03:ECR), 5209 (SUP 01-10:Fl.OOO), 5461 {CT 02-14). THE STANDARD SPECIF/CATIONS FOR PUBLJC WORKS CONSTRUCTION (GREEN BOOK) SOILS REPORT AND RECOMMENOA TIONS BY LEIGHTON .t ASSOC/A TES, DA TED SEPTEMBfR 8, 1998. THE SAN DIEGO AREA REGIONAL STANDARD DRA'l,/NGS AND AS MAY BE MODIFIED BY 1HE CITY OF CARLSBAD STANDARDS. THE CALIFORNIA DEPARTMENT OF TRANSPORTA 710N, "MANUAL OF TRAmc CONTT?OLS FOR CONSTRUC710N AND MAINTENANCE WORK ZONES". THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIF/CA 710NS DOCUMENT NO. 769692. THE CALIFORNIA DEPARTMENT OF TRANSPORTA 710N STANDARD PLAN, DOCUMENT NO. 769691. THE CARLSBAD MUNICIPAL WATER DISTRtcrs STANDARDS AND SPEC/FICA 110NS FOR WATER, SEWE:R, AND RECLAIMED WATER. LEGEND QUANTITY UNIT ITEM STANDARD ORAIWNG 143,824 6,364 SF SF 4• ASPHALT PAWNG (SEE STREET N07F /)---------CARLSBAD GS-1---- ·CROSS GUTTER-----------------------------SDRSD G-12 ., (GS-9, 10)----------- 7,856 LF 6* TYPE 'G' CURB & GUTTER--.: _______ _ --SDRSD G-2------------------ 39,279 SF PCC SIDEWALK -4" 1HICK-------------SORSD G-7 28 CURB RAMP-------------------------------SDRSD G-27, TYPE A--------------- ,r-l,.,--"v-· ".,,,.-~." " ---~-... -.,.-~,,.,.----'·-._,. ,···~-. . -· . . SYMBOL 1••••••·• •·•?••?<?•••·i• .. •·I . . . ' . ~ 13 16 11 3 EA EA EA EA EA (STREIT LIGHT, PULLBOX p,;~ l>e"TA-/1, ON 5f!££T z-----------------------.::-·:; -~Er'suRvir '-,:iON'vM"iNr:..'=~:..':: --'-" ~-__ ,_ ;;;R;; ;:..,~~ · ···· , '· · •... ·. ·•··· • ... · ···· ~ ·'/4\ 5,068 1,270 974 13 18 24 LF LF LF EA EA EA EA DUAL STREET NAME SIGN (DSN}-----------------SDRSD SDM-102------------------- STREET SJGNS------------------------------SDRSD SDM-102------------------- CONSTRUC110N OF 8* PVC WA 7m, CLASS NOTED ON PLANS------------cMWD 21--------- CONSTRUC170N OF 12• PVC RECYCLED WATER, CLASS N07FD ON PLANS----GMllfJ 21--------- CONSTRUCTION OF 8" PVC RECYCLED WATER, CLASS NOTED ON PLANS----CMllfJ 21--------- CONSTRUC710N OF MANUAL AIR RELEASE-----------CI.IWD 116------------------ AIR & VACUUM VAL t,F ASSEMBLY--------c.\lWD W7---------- CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY---------CMWD 116------------------------ CONSTRUCTION OF 8" GA7F VALVE ASSEMBLY----cMWD W16 -------- -.- 8' P\IC --w---- -R-12•~ _ 8' PVC -R---- -_M,_A.R.■ - - -A.&V.V.. - - __ 8.0 •• __ ----- EA CONSTT?UC710N OF 12• GATE VALVE ASSEMBLY-------CMllfJ W16---------------------------- - EA CONSTRUC710N OF ENDCAP AND THRUST BLOCK ASSEMBLY-------------GMWD W15 --- - ---i<l 10 EA CONSTRUCTION OF FIRE HYDRANT ASS[MBL Y--------CMWD W12-----------------------~ -f F.H. 4,731 LF 8' PVC SEWE:R, CLASS NOTED ON PLANS-----------GMWD S5------------------s--- 21 EA SEWER ACCESSHOLES-------------------------GMWD S1--------------------------0- EA SEWE:R MAIN CLEANOUT ---------c.\lWD S6 -------------------------o 76 EA SEWER LATERAL-----------------GMKV S6, 57 @ 77-....... EA.... -· WATER 14lf!W,:;:-~~---~-~~~---------------------} ® fl "'i.A..-" " n vJ 4 '-'::'.'··j EA ~·~~~ -------------------------([) 8 EA LOCAL DEPRESSION--------------------------CARLSBAD DS-1------------------- 2,324 LF 18" RCP STORM DRAIN------------------------------------------------------ 125 LF JO" RCP STORM DRAIN------------------------------------------------------ 8 EA ·TYPE '8' CURB INLET------------------PER SDRSD D-2.,·-----------------= =~ 11 EA TYPE 'A' CLEANOUT--------------------------PER SDRSD D-9-------------------=-:=9=-== •• AS MODIFIED BY THE CITY OF CARLSBAD N07F: 71-IE ABO\£ QUANTl71ES ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR RNAL PAY QUAN71TIES. "AS BUILt'/ / BASIS OF BEARING CARLSBAD MUNICIPAL WA TE:R DISTRICT CITY OF CARLSBAD FIRE: DEPARTMENT ~a lHE BASIS OF BEARING FOR THIS SUR\,FY IS IH[ CALIFORNIA COORDINATE S'r'STEM, NAO 83, ZONE 6 AND WAS ESTABLISHED BETWEEN STATION NO. V-2002 PER R.O.S. 14023 AND STA 710N NO. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.E., N88'54'05'W. 71-IE COMBINED SCALE FACTOR AT STA710N V-2002 IS 0.999944419. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HERfON ARE GROUND DISTANCES. THE MAPPING ANGl.£ AT STATION V-2002 IS -0'32'51.881' QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN 7FRMS OF SAID S'r'STEM. PR.omcrDFSIGNCONSULTANTS PLIINNG • l!NV.RINMIINJll • ~ • 8U.Dl!r/GPS 701 B Street,. Suite 800, San Diego, CA 92101 619-235,6471 FAX 619·234-0349 ROBERT J. WO DEPUTY CITY ENGINEER EXP/RATION: ,._30-06 REQUIREMENTS / ~ ~ • A.. NO. OF F.H.(S)-1QJ.Fl.OW 1500 G.P.M. OUT OF_1 __ F.H.(S Azq~/ ,.__ :/N __ RCE 7 "' EXP. 8LDG;c;:=i1NKLED 11:S 0 •.. F.Fl.OW G.P.M. ;I I ••• .i WED BY: .Jt-e,,.... 111~ DATE 03-31-08 1----11----+------------+---+---t---t-----l I SHE1ET I CITY OF CARLSBAD fsHms1, ENGINEERING DEPARTMENT LJ..!.j ::P=LA=N::S::::::F'.;OR::::::lH:::::;:E=IM=P::::R::O=VE::M=EN:::::T:::::;:OF:::::====:::...::::=~ 2·T2·07 PPC 'f · 22 -oJ. M l!/7 1-19-MtfJ DA TE INITIAL GINEER Of WORK AS-5UILT ,\ STReET L/C!rHTS PE.TA-IL-ON SH££T .Z. , REVISE/J SH££T to DA TE INITIAL REVISION DESCRIPTION OTHER APPROVA CITY APPROVAL BRESSI RANCH PLANNING AREA 10 OWN BY: CHKD BY,-: -w=r-PROJECT NO. CT 02-14 DRAWING NO. 413-1 RVWD BY: J.N. 24C7.JO -042901+ 'i2200~ GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL 071-/ER PLANS PREV/OUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVDJ£NTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY POR110N OF 7Hf CARLSBAD MUNICIPAL CODE, RESOLUTION OR COND/110NAL APPROVAL, CITY STANDARDS OR OTHER ADD/110NAL DOCUMENTS. USTEO HERON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 71-/ESE PLANS l'IHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBIUTY FOR 7Hf CORREC710N OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUC710N. ALL PLAN REVISIONS SHALL BE PROMPTI. Y SUBMITTED TO 1HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 11/E CITY £NG/NEER mu BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11FICA TE OF INSURANCE MUST BE FILED NAMING 71-/E CITY OF CARLSBAD AS AN ADD/110NAL INSURED ON THE PERMITTEE'S POLICY IN 1HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABIUTY. 11-IE INSURANCE COMPANY WRITING ll(E POLJCY MUST HA\f A RA11NG OF i!' AND A SIZE CAIFGQRY OF c/,Ass V AS ESTABLISHED BY 'BESTS' KEY RA 7ING GUIDE. 5. NO ltt.lRI< SHALL BE COMMENCED UN11L ALL PERMITS HA VE BEEN OBTAINED FROM 1HE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPRO\£MENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF 1HE IMPROVEMENT AGREEMENT. 7. NO REVISIONS mLL BE MADE TO THESE PLANS mTHOUT WRITTEN APPROVAL OF THE CITY ENGINffR, NOW mTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL ORAmNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA mNG SHALL BE REV/SEO TO REFLECT AS-BUILT COND/110NS BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUC110N. 11. l'IHERE TRENCHES ARE mTHtN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND, (C) COMPAC110N CURVES. SHALL 8£ SUBMITTED BY A PROFFSSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT IWU. BE SUBMITTED TV THE CITY ENGINEERING INSPECTOR mTH/N I'll{) WORKING DAYS OF COMPLE110N OF FIELD TESTS. THE 'M?lm:N FIELD COMPAC710N REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINE£RING INSPECTVR UPON COMPLE110N OF THE FIELD TESTS. 12 A PRECQNS111UC11QN MEE11NG SHAU BE HELD AT 111£ SJTF PRIOR TQ lliE BEGINNING Of WORK AND SHALL BE A 7IDIQED BY ALL REPRESENTA UVES RESPQNS!BlE FOR CONSTRUCT/ON. INSPECT/ON. SUPtRVISIQN, ZFSUNG AND ALL 011-IER ASPECTS OF 111£ WORK. THE CONTRACTOR SHALL SCHEDULE THE MEE11NG THROUGH 1HE PERMIT CLERK (760-602-2740) AT LEAST RV£ (5) WORl<ING DAYS PRIOR TO STAR11NG CONSTRUC110N APPROVED DRAmNG MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECUON REQUESTS OMR THAN FOR PRECQNSTRUCIIQN MEE11NG MLL BE MADE BY CALUNG THE 24-HOIJR ENGINEERING INSPECUON REQUEST LINE AT (76Q/438-3891. INSPECUON REQUESTS 1.1/JST BE RECEJVED PRIOR TO 2: OQ P.M. ON 11/E DAY BEFORE lliE INSPECVQN IS NEEDED. INSPECTIONS mLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERmSE. REQUESTS MADE AFTER 2:00 P.M. mLL BE SCHEDULED FOR I'll{) FULL IIURK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTVR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TV ALL LOCAL, STA TE ANO FEDERAL SAFETY AND HEAL TH STANDARDS. LAWS AND REGULA 110NS. 15. SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOmNG THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTEC110N FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA 710N OF SUCH TRENCH OR TRENCHES OR DURING 1HE PIPE INSTALLA 710// THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINE£R AND/OR CONCERNED AGENCY PRIOR TO EXCA VA 1/0N. IF lliE PLAN VAR/fS FROM lliE SHORING SYS7EM STANDARDS ESTABLISHED BY 111£ CONSTRUC7ION SAFETY ORDERS, mu· B CAUFORNIA ADMINIS71?A UV£ CODE, 11-IE PLANS SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE A COPY OF THE OSHA EXCAVA 110N PERMIT MUST BE SUBMITT[I} TO THE INSPECTOR PRIOR TO EXCA VA 710N. 16. tf ANY ARCHEOLOG/CAL RESOURCES ARE DISCOVERED 'Mll(IN ANY WORK ZQfK. DURING CONSTRUC110N. OPfRA 1/0NS MLL CEASE IMMEDIA TEL)". ANO THE PERMITTEE mLL NOTIFY THE CITY ENGINEER. OPERATIONS l!ILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED 'M?ITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERA 110NS CONDUCTEO ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERA 710N OF TRUCKS, EARTH MOVING EQUIPMENT. CONSTRUC110N EQUIPMENT AND ANY 01HER ASSOC/A TED GRADING EOUIPMENT SHALL BE LIMITED TO 1HE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTH MOVING OR GRADING OPE:RA TIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDA YS. (A LIST OF CITY HOUDA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL QFF-SJ1F HAUL ROUTES SHALL BE SUBI.IITIFQ BY lliE CONTRACTOR TQ lliE C/1Y ENGINEER FOR APPROVAL TWQ FUl L WORKING DAYS PRIOR TO BEGINNING OF WORK, 11/E CONJRACTOR SHALL BE R£SPQN!i!£1i f fQR ANY DEBRIS OR DAMAGE OCCURRING ALONG 111£ HAUL RQUZF OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TIQN. 19. NO 8LAS11NG SHALL 8£ COMMENCED mTHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. 111£ EXISTENCE AND LOCA110N OF U11LITY smucTURES AND FACILITIES SHOl'Aol ON THE CONSTRUC110N PLANS l+E'RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U71L/TY FACILl11ES OR STRUCTIJRES NOT SHOWN OR IN LOCATION DIFFERENT FROM THAT SHOWN IN THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU710NARY MEASURES TO PROTECT THE UTILl11ES SHOWN ON THE PLANS AND ANY OTHER EX/S11NG FACILITIES OR 21 22. STRUCTIJRES NOT SHOWN. 111£ CONfflACTOR SHALL VERIFY THE LOCA 7/0N OF ALL EXIS11NG FACILITIES (ABOVEGROUND AND UNDERGROUND) mTHIN THE PROJECT SITE SI.IFFIC/ENTI. Y AHEAD OF THE CONSTRUC110N TV PERMIT THE REVISIONS OF THE CONSTRUC110N PLANS IF IT IS FOUND THAT THE LOCA 1/0NS ARE IN CONFLICT mm 111E PROPOSED WORK. THE CON1RACTOR SHALL N011FY AFFECTED UTIUTY COMPANIES (SEE BELOW) AT LEAST 7WO FULL WORKING DAYS PRIOR TV STAR11NG CONSTRUC110N NEAR THEIR FACIL/11£5 AND SHALL COORO/NA TE WORK mm A COMPANY REPRESENTATIVE. UNDERGROLIND SERVICE ALERT SOG&E SBC ADELPHIA CABLEVISION COX COMMUN/CA 110NS CITY OF CARLSBAD (STREETS AND STORM DRAIN) * CITY OF CARLSBAD (SEllfR,WATER &: RECLAIMED WAlm) * SAN DIEGUITO WATER DISTRICT ' LEUCADIA WASTEWATER DISTRICT • VALLECITVS WATER DISTRICT • OUVENHAIN WATER DISTRICT * BUENA SAN/TA 110N DISTRICT ' AS APPROPRIATE (800) 422-4/JJ (BOD) 660-7J4J (800) 892-012J (760) 438-7741 (760) 806-9809 (760) 4J4-2980 (760) 4JB-2722 (760) 6JJ-2650 (760) 75J-0155 (760) 744-0460 (760) 75J-6466 (760} 726-1J40 I: \i:ngr\240/\PA IS\imp \2407.10imp02.d,vq 02/10/2004 03: J3: 17 F'M PST S. D. G. & E. NOTES 1. THE EXCAVATOR SHALL CAREFULLY HANO DIG mTHIN 2-FEET OF 111E NA TIIRAL GAS TRANSMISSION UNE. 2. NO POIWR OPERA Tf1} EQUIPMENT SHALL BE ALLOWED l!ITHIN 2-FEET OF ANY PORTION OF 111£ NATURAL GAS TRANSMISSION LINE. J. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS NO VISIBLE DAMAGE, 111£ CONTACT AREA MUST BE IMMEDIATELY INSPECTED BY AN SOG&:E llfLDING INSPECTOR. THIS MAY SIGNIFICAN11.. Y DELAY YOUR JOB IF SHORING OR 01HER SAFETY PRECAU710NS ARE NEEDED TO ALLOW THE /NSPEC110N. 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800) 227-2600. STREET NOTES 1. ACTIJAL STRUCTIJRAL SE.C110NS mLL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF 71-/E STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON 1HE PREPARED BASE.MENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTVR FOR REVIEW AND APPROVAL, A MINIMUM OF I'll{) (2} CITY WORKING DAYS BEFORE 1HE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANDHOLDS SHALL BE SHOWN ON 111E 'AS-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA 1/0NS WILL BE ALLO~D. ALL LUMINARIES SHALL 8£ "CUTOFF" TYPE. J. ALL UNDERGROUND U11U11E5 AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTEl?S OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE mm A MINIMUM 0-LOAO OF 1,350. FOR PR/VA TE STVRM DRAINS, PIPE UP TV 15" PVC MAY BE U11LIZED PROVIDED DEPTH IS LESS 111AN 15 FEET AND BACKF1LLED mm J/4" ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD JOJ4 FOR J5 SOLID WALL PIPE. 5. WHERE AN EXIS71NG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED m1HIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED mm PROPERLY COMPACT[/} SOILS. IN OTHER AREAS THE PIPE mLL BE PLUGGED mm CONCRETE OR REMOVED AS APPROVED BY 111E CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 1/TI.E 24. CALIFORNIA AOMINISTRA 1/VE CODE. 7. STREET TREES SHALL BE INSTALLED PER SEC710N IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE H'rVRANT MARKERS SHALL BE PLACED IN THE STIIEET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DI\V M19. 9. ALL SURVEY MONUMENTS AND POINTS 1HAT ARE DISTIJRBEO BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETIJATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. I'll{) (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING SND PAVEMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAmC MANUAL, CAL TRANS STANDARD SPECIF/CA 110NS (JULY 1999 OR LA TEST VERSION THEREOF), THESE PLANS ANO 1HE SPECIAL PROVISIONS. J. ALL SIGNING ANO STRIPING IS SUBJECT TV THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 11v[, PRIOR TV INSTALLA 710N. 4. ANY DEV/A TION FROM 1HESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY 111£ ENG/NEE& OF WORK AND PUBLIC ltt.lRl<S Dl8ECTOR PRIOR TO ANY CHANG£ IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLEC71VE PER CAL TRANS SPECIF/CA 110NS. STRIPING SHALL BE REPAINTED I'll{) WEEKS AF7m INITIAL PAINTING. SIGNING SHALL USE. ENCAPSULA TEO LENS REFLEC11VE SHEE71NG (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPRO\£MENT, ALL STREET STRIPING AND MARKINGS mTHIN A 500' PERIMETER OF THE CONTRUC710N PROJECT mLL BE RESTORED TO A 'LIKE NEw" CON0/710N, IN A MANNER MEETING THE APPROVAL OF 1HE CITY INSPECTOR. 7. EXACT LOCA 710N OF STRIPING AND STOP LIMITS SHALL BE APPROVED BY THE PUBLIC WORKS OIRECTOR OR HIS PRIOR TO /NSTALLA 110N. 8. CONTRACTOR SHAI.L REMOVE ALL CONFLIC71NG PAINTEO LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL 8£ PROMPTI. Y REMOVED BY THE THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS 01HERmSE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERmSE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM THE LA TEST CAL TRANS TRAmC MANUAL AND SAN DIEGO REGIONAL STANDARD DRA mNG M-19. 1J. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTEO lf:LLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN 111E CAL TRANS TRAmc MANUAL UNLESS OTHERmSE SPECIFIED. 15. SIGN POST SHALL BE SQUARE PERFORATED STEEL TI/BING mm BREAKAWAY BASE PER SAN DIEGO REGIONAL STANOARO DRAmNG M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUN11NG BRACKET mm STRAPS. 17. EXISTING SIGNS REMOVED BY 1HE CONTRACTOR SHALL BE OELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/OED AND INSTALLED BY THE CONfflACTOR EXCEPT 1HOSE SIGNS SPECIF/CALLY SHOl'Aol AS EXIS11NG TO RELOCATED OR TV REMAIN. CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE mTH THE 'CARLSBAD RULES &: REGULA 1/0NS FOR THE CONSTRUC110N OF POTABLE WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT,• OCTVBER 1993 OR AS AMENDED. 2. THE CONTRACTVR SHALL OBTAIN AN EXCAVA 110N PERMIT FROM 1HE DIVISION OF INDUSTRIAL SAFETY ANO PROVIDE PROOF OF OSHA N011RCA 710N BEFORE ANY EXCAVA 710N AND SHALL ADHERE TV ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS. J. BEFORE ANY CONNEC110N OR SHUT DOWN OF VALVES ON EX/S11NG C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED ANO APPROVED BY 111£ CITY OF CARLSBAD DEPU/Y CITY ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUC110N CONFERENCE MEETING SHALL BE HELD A MINIMUM ON SEVEN (7) DAYS BEFORE CONSTRUC110N BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPEC110N DEPARTMENT-TELEPHONE NO. (760) 4JB-J891 FOR SCHEDUUNG. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £NG/NEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO 1HA T INSPECllON MAY BE PROVIDED-TELEPHONE NO. (760) 431l-JB91. 5. NO TREES OR STRUCTURES SHALL BE ALLOllfD IN THE WATER LINE EASE.MENT. ALL EXIS11NG TREES AND STRUCTURES SHALL BE REMOVED PRIOR TV COMMENCEMENT OF WORK-ANY EXCEP110NS SHALL REQUIRE .WRITTEN PERMISSION FROM /HE CITY OF CARLSBAD DEPUTY CITY ENGINE£R. 6. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROTECT[/} BY MEANS OF CATHODIC PROTEC110N. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES 1HA T PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY CITY ENGINEER mLL CONSIDER AND ALTERNATE FORM OF PROTEC710N. 7. 71-/E EXACT HORIZONTAL AND VER71CAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCA TEO BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETECTVR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAO FIRE MARSHAL. 8. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 1111H THE "CARLSBAD REC/..AMA 710N RULES AND REGULATION FOR THE CONSTRUC710N OF RECLAIMED WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 199J OR AS AMENDED. 9. ALL METER BOXES SHALL 8£ 17"xJO"x12" POLYMER CONCRETE, ARMORCAST OR EQUAL. 10. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WATER METERS SHALL 8£ 5/8" (UNLESS OTHERmSE NOTEO ON PLANS}. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 12. 111E TVP OF THE WATER METER BOXES SHALL BE FLUSH mm THE FINISHED SURFACE GRADE. SEWER NOTES 1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE mTH THE "CARLSBAD MUNICIPAL WATER 0/STRICrs SEllfR SYSTEM -DESIGN CRITERIA, STANDARD ORA mNGS AND SPECIF/CA 110NS~ LA TEST E0/1/0N, AND THE STANDARD SPEC/RCA TIONS fVR PUBLIC WORKS CONSTRUC110N, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTVR SHALL OBTAIN AN EXCA VA 110N PERMIT FROM 111£ DIVISION OF INDUSTRIAL SAFE/Y BEFORE ANY EXCA VA 110N ANO SHALL AOHERE TV ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE DISTR1crs EXIS11NG SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY /HE CITY OF CARLSBAD DEPUTY CITY ENGINEER ANO DISTRICT SUPERINTENDENT. 4. BEFORE CONSTRUC710N BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ REQUIRED. 5. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOLIRS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE: {760] 438-3891.) SPECIAL NOTES THE FOLLOmNG NOTES ARE PROV/OED TO GIVE DIRECTIONS ro TIIE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNA TUR£ ON THESE PLANS ODES NOT CONS11TUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY mLL NOT 8£ RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE LOCA 110N OF EXIS11NG Ul/LITIES ARE BASE ON AVAILABLE RECORD INFORMA 710N. CONTRACTVR SHALL VERIFY THE LOCA 710N AND ELEVATION OF ALL EXIS11NG FACILITIES (ABOVE GROUND AND UNDER GROUND) mTHIN THE PROJECT SITE THIS WORK SHALL BE PERFORMED sumCIENn. y HEAO OF CONSTRUCTION TO PERMIT CITY APPROVED REVISIONS TO THE CONSTRUC710N PLANS IF ACTUAL LOCA710NS ARE FOUND TO 8£ IN CONFLICT mm THE PROPOSED WORK. CONTRACTOR SHALL N011FY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER UTILITIES ENCOUNTERED PRIOR TO PROCEEDING mm CONSTRUC110N. 2. A TTEN110N IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U71LITY FACILITIES OR STRIJCTIJRES NOT SHOWN OR IN A LOCA710N DIFFERENT FROM THAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE PRECAU110NARY MEASURES TO PROTECT THE U11UTY LINES, FACIL/11ES, OR STRUCTIJRES, SHOWN AND ANY OTHER LINES, FACIL/11ES, OR STRUCTURES, NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXIS11NG SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL 8£ REPLACED AS REOUIREO BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. J. SAFETY PRECAUTIONS AND ADEQUATE BARR/CAO/NG TO BE IN FORCE BY THE CONTRACTOR AT ALL 71MES. NEITHER THE OWNER NOR 111£ ENGINEER OF WORK l!ILL ENFORCE SAFETY MEASURES OR REGULA 110N5 THE OWNER AND /OR APPL/CANT 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 TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA 110NS. 4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE. 5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE mm ALL CURRENT LOCAL, STA TE AND FEDERAL REGULA 110NS. 6. THE WORK TO BE DONE SECTION ON THIS SHEET LISTS THE STANDARD SPECIF/CA 110NS AND ORAmNGS USED DURING THE IMPROVEMENT PLAN/GRADING PLAN DESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE mm THE CURRENT EDITIONS OF THE STANDARD SPECIFICA110NS AND ORAmNGS IN EFFECT ON THE DATE OF THE SIGNATURE BY 1HE ENGINEER OF WORK. ACORN S1REEI .181JS IS "'•KfMIJ.11..{ZIID ,/bl·~~ • ,.,._.,,_~ ,.,,..,J.JtlK/rnl ·--. .,-nft'.'-Sll. ·'-"""' _..,.. . . . -... . - BRASS FINIAL, AND INTERNAL TYPE Ill SEGMENTED REFLECTVR SYSTEMS. • ACORN HOLDER IS DECORA 11VE CAST ALUMINUM, AND HOUSES THE BALLAST AND BUTTON PHOTOCELL. FIXTURE IS 100W HPS M. TAP. • DCB-10 BASE COVER /5 00 PIECE, "CLA SHELL• Sm£, CAST ALUMINUM. • POLYESTER POWDER COAT PAINT FINISH. • GALVANIZED STEEL ANCHOR BOLTS. 0-----. 16 FLAT FLUTES POLE SEC110N I'll{) PIECE 0£CORA 11VE BAS£ COVER DETAIL SINQLE ACORN SI AEl:T LIGHT NOT TO SCALE -7 ~~~~~ ~I;;;: ~J • :,.._~ .!. "' + .,, I • r \ \ \ t .l8A/.f IS l(J( ./rA81J.JUi/i},Jbl•YE'<I '/1<.JnJ& J'Vl"l'U10 CUJ'ltl:. MN~ WITH _ fJkASS FINIAL, ANO IN TERN AL TYPE V SEGMENW REFLECTOR SYSTEMS. • ACORN HOLDER IS OECORA71VE CAST AWMINUM, AND HOUSES THE BALLAST AND BUTTON PHOTOCELL. ' •' DCPA-OJ-02 MOUN71NG ARM IS DECORA 1/VE AST ALUMINUM. 100W HPS M. TAP * f't,J.,tt. /.S 7 4'fQ; 5N /ftfllll~ /J!Jl./•7'!Vl!ib!/o ~,&I) A""'11""'1."'1/h11 /a t;z • /!O!,l,JO _ e.+sr I/U.U-11/Jl,I,_,, 1,/11,E AAn: tJtro,H~-!~il',.O,i"\711 ~ • DCB-10 BASE COVER 15 00 PIECE, "CLAM SHELL• STYLE, CAST ALUMINUM. • POL lf:STER PO'MJER COAT PAINT FINISH. • GAL VAN/ZED STEEL ANCHOR BOLTS. 16 FLAT FLUTES POI.£ SECTION TIKI PIECE OCCORA 11V£ BASE CO'IER DETAIL "AS BUil T" DOUBLE ACORN STREET LIGHT NOT TO SCALE AG A,;>,,. RC£ fZ</51 ~-------'Gr'--------+--+---il--+--41sH2Enl. __ c~1TY---'=o-F~c-A~R=L~s=s~A-o__,~1 }_·1t-O PDC AS·6UILT _ ENGINEERING DEPARTMENT LJl_j PLANS FOR 'THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 10 PR.OJBCTDFSIGN CONSULTANTS PLovNNo • lllfflllONMl!NJ • llMilNBl!RINu • SUIMIY/Gl'S 701 B Street, Suite 800, San Diego, CA 92101 I A~OVED: LLOYD B. HUBBs_.rr ;c ,::c;,EN;;;;GIN~'E£;,;;R~OF:.,;;;WOR;;,_K,,,-...;.,-_-==-==cc---r==,-=-.,....-:,==-,~~~--i;~~--+1-~~~--~~~~~~~~~~~~~~~~~--+1-~~-+;~~~~~~~~~~ _•imk J?f J4"~~ GREGORY M. SHlElDS, R.C.E. 42951 DATE REGISlMATION DESIGNED PM SW!Ef EXPIRES 12-31-051 Y/,'J(f,t' 619-235-6471 FAX 619-234-0349 2..•I t. ::~ o:i-31-1i4 BY, RM:W: R£>8', DA 1E INITIAL DA TE INITIAL DA TE INITIAL g:D BJ~: 4/,\ ENGINEER OF WORK REVISION DESCRIPTION OiHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 02-14 DRAWING NO. 413-1 ,/.N. 2407. JO C I\) :E a C> ..a,.,:::. ..a, ..... (,.) I ..... R/W 1J' .5 STREET UGHT 6" ACCESS STRIP 4• P.C.C. SIDEWALK NO/'ICON71GUOUS · ,:• TYPE ~o• CURB JO' 47.50' 1Z50' 17' 1Z50' 10' I STRUCTURAi. cnON PfR CITY OF ARLSBAD STANDARD SP CIRCA nONs WATER SEWER REC. WATER R/W 7. • .5' PUBLIC PROPOSED LOCAL STREET ARBOR ROSE DRIVE -STA 4+25.98 TO STA 9+09.37 TYPICAL SECTION, NO SCALE DRl\,!:WA Y CURB OPENING A 7 Fl.OWL/NE R=5' /t,lll<l8 AND GUTTER R=5' (TYP) CURB TRANS1710N Ll SIDEWALK ,1 ~, <1 Ll . RIGHT-OF-WAY DETAIL: DRIVEWAY OPENING NO SCALE ... I 11' /i I II • VARIES PER PLAN AND DRl'VFWA Y LOCA T/ON LOT I.£ AT ()8_QP IO LENG71-1 I.£ AT ----------------- NUMBER MAIN MAIN IN FEET P.L ALVERTON DRIVE JJ7 J15.46 1.2 JO JIB.25 JJB J12.J7 1.2 JO J17.BB JJ9 J09.86 1,2 JO J/5.80 ------- 340 J06.60 1.2 JO J11.70 341 JOl.78 1.2 JO JOl.02 342 ' 297.05 ,.2 JO 302.44 . ------------ J4J 292.09 1.2 JO 29J.85 ----------J44 289.79 1.2 JO 291.55 J45 286.75 1.2 JO 290.J9 346 285.46 1.2 JO 289.72 ------------347 286.70 ,.2 JO 293.79 348 288.26 1.2 JI.OB 294.85 ' -------------------------349 292.95 1.2 26.88 299.J7 J50 297.28 1.2 JO JOJ.9J J51 J01.86 1.2 JO JOB.76 J52 290.9J 1.2 JO 295.38 J5J 294.97 1.2 JO 299.49 J54 299.13 1.2 JO JOJ.88 J55 JOJ.51 1.2 JO 310.49 J56 J07.28 1.2 JO 313.68 J57 310.92 1.2 JO J19.15 J5B 314.lJ 1.2 JO J23.BJ J59 J18.20 1.2 JO 328.10 ------------- J68 298.22 1.2 JO JOJ.64 -------------J69 JOJ.26 1.2 JO J08.46 J70 JOB.18 1.2 JO J1J.52 ----J71 J10.69 1.2 JO 316.67 J72 313.27 1.2 JO J18.2J ----------------------------J7J J/5.91 1.2 JO 317.67 --------------- ARUNOEL A VENUE ---J60 J28.99 1.2 JO JJ0.75 361 J25.01 ---------1.2 JO J28.01 SLOPE TOP CURB DEPTH SEWER TOP OF WAID? REMARKS {'I!) ELEV. BELOW T.C. STA710N CURB STA710N (T.C.1 AT P.L AT WATER 5.68 J2J.25 5.0 1+9J.OO J2J.J4 2+0J.OO --------15.J9 J2ZBB 5.0 2+76.67 J23.05 2+66.67 ---------------- -------... -------16.9J ' J20.BO 5.0 J+44.5J 321.21 J+J4.5J ---------------------------- -------------- 1J.9J J16.70 5.0 4+18.97 JIZJ6 4+08.97 --14.43 J12.02 5.0 4+90.95 312.68 4+80.95 --14.96 307.44 5.0 5+61.43 308.10 5+51.43 2.00 JOI.BO 7.95 6+50.00 JOJ.06 6+29.00 2.00 299.10 7.55 7+09.0J 299.48 6+99.0J 8.71 29ZJ9 zo 7+86.90 29Z52 7+76.90 10.9J 29Z72 8.0 -----297.86 -----LA m?AL DEv!A TES FROM CfNTERLJNE 21.04 298.79 5.0 -----299.08 -----LA m?AL DEv!A TES FROM CfNm?UNE 18.54 299.85 5.0 -----300.25 -----LATERAL DEv!A TES FROM CfNm?LINE 20.98 J04.J7 5.0 10+14.BB J05.04 1D+25.89 19.46 JOB.9J 5.0 1o+90.94 309.60 11+01.95 · 20.36 JIJ. 76 5.0 11+71.40 J14.43 11+82.41 11.61 JOZJB 7.0 9+79.44 J02.99 9+89.44 11.86 J06.49 7.0 10+50.JI J07.10 · 1o+60.J1 12.68 J10.B8 7.0 11+2J.48 311.48 11+JJ.48 20.64 315.49 5.0 12+00.24 J16.09 12+10.24 18.57 J19.68 6.0 12+70.08 J20.28 12+80.08 25.11 J24.15 5.0 1J+44.51 J24.75 1J+54.51 28.21 328.BJ 5.0 14+22.50 -----14+J2.50 ------J1.06 JJJ.10 5.0 14+9J.57 JJJ.BJ 15+0J.51 15.08 JOB.64 5.0 5+44.07 J09.22 5+J4.07 ----------- --- - ------- -14.29 JIJ.46 5.0 4+68.80 J/4.11 4+58.80 --- - - ----- - ---------------------------------------------14.79 JIB.52 5.0 J+B9.9J J19.0B J+79.9J - - -------17.07 J21.67 5.0 J+21.97 J21.99 J+ll.97 -- IJ.43 J2J.2J 5.0 2+52.20 J2J.J2 2+42.20 . 2.00 ----------1+80.87 J2J.J5 2+06.60 2.00 ----------6+55.99 JJB.52 6+BJ.5J 6.43 JJJ.01 5.0 6+08.00 JJJ.74 6+18.00 DETAIL: REDUCED STREET WIDTH 362 318.95 1.2 JO J22.90 9.82 J2Z90 5.0 5+35.00 J28.54 5+45.00 Ji;J---------------------------312.52 1.2 JO J18.24 16.14 J2J.24 5.0 4+5Z50 J2J.84 4+6Z50 R/W 1J' STREET UGI-IT 6" ACCESS STRIP 4• P.C.C. SIDEWALK NO/'ICONllGUOUS 6" TYPE "G• CURB 47.50' R/W JO' 1Z50' 1Z50' I STRUCTURAL C710N PER CITY OF ARLSBAD STANDARD SP CIRCA 710NS 0 REC. WATER . 1 ' <-' ,;/ 6" TYP. UNDERCUT PER SOILS ENGINEER'S RECOMMENDA 710N STORM SEWER WATER DRAIN PUBLIC PROPOSED LOCAL STREET ARBOR ROSE DRIVE -STA 1+00 TO STA 3+07.44 TYPICAL SECTION, NO SCALE 0.5' CC£ STRIP 4• P.C.C. SIDEWALK NONCONTIGUOUS R/W 7J' 6" TYPE •o• CURB~ &: GUTTER (TYP.) z• 60' JO' 17' 10' 10' TRA\,!:L JO' 17' STORM SE'MJ? WATER DRAIN (C-900) R/W 7J' 0.5' RIGHT-OF-WArJ SIDEWALK STREET UGHT AS SHOWN ON PLANS (TYP.) UNDERCUT PER SOILS ENGINEER'S RECOMMENDA 710N PUBLIC PROPOSED STREET AL VER TON DRIVE, ARUNDEL A VENUE, LISMORE PLACE, GARDEN HOUSE ROAD, TOPIARY STREET rrPICAL SEC710N, NO SCALE I: \!:ngr\24C/\PA !O\imp \2401, 7'.JirrpOJ.dwq 01/26/2004 09: 04: 4! AM PS l 5 • FLOWI.INE 5 112· DETAIL "A• SECTION A-A NO SCALE OWI..INE DETAIL .A,, NO SCALE BENCHMARK DESCRIP710N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY lifl.L ON CENTERUNE OF EL CAMINO REAL LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 710N NO. R1800 288+89 EC ELEVA 710N: J11. 407 I.I. S.L. DA TUM: N. G. V.D. 29 --------- --- SCALE: 1=20' 364 JOB.10 1.2 JO J14.04 16.9J J/9.04 5.0 J+8Z50 319.64 J+97.50 J65 J04.41 1.2 JO 309.52 13.96 J14.52 5.0 J+/2.22 315.IJ J+22.22 J66 JOI.OJ 1.2 -}Q_ --J05.39 11.29 J10.J9 5.0 2+4J.26 JI0.99 2+5J.26 J67 29Z32 1.2 JO J00.9J 8.61 J05.9J 5.0 1+6Z49 J06.46 1+7Z49 384 J15.11 1.2 JO J20.24 14.05 J25.24 5.0 4+88.70 J25.79 4+98.70 385 J20.38 1.2 JO J24.02 8.71 J29.02 5.0 5+52.20 J29.70 5+62.20 __ ,,., -386 J25.74 1.2 JO J28.65 6.11 JJJ.65 5.0 6+16.80 JJ4.38 6+26.80 PER SDRSO G-27 CURB 387 J29.82 1.2 JO JJ1.58 2.00 ----------6+65.99 JJ9.08 6+91.56 USMORE PLACE ---------- ----- 4 ,,--::.:-;::.:::==----, /-JO' J74 J27.18 1.2 JO J29.64 4.50 JJ4.64 5.0 2+0J.70 I JJ6.40 1+81.67 ---------------------------------- J75 J2J.43 1.2 JO J26.25 5.79 JJ1.25 5.0 2+51.70 JJ1.88 2+41.70 ----------- -----------------376 J17.84 1.2 JO J22.92 IJ.86 J2Z92 5.0 J+2J.40 J28.26 J+IJ.40 ... - - - ----------------- -R=5' J77 . J14.JJ 1.2 JO J19.15 12.92 J26.15 7.0 J+96.50 J26.98 J+86.50 ---------J78 J12.99 1.2 JO 318.57 15.64 324.57 6.0 4+65.00 J24.BO 4+55.00 J79 J11.59 1.2 JO 314.95 7.71 J22.95 8.0 5+J5.40 J2J.70 5+0J.OO GAROEN HOUSE ROAD 380 J/9.91 1.2 JO J24.42 11.82 329.42 5.0 1+69.00 J29.94 1+79.00 -- ----------J81 324.J9 1.2 JO J28.74 11.25 JJJ.74 5.0 2+J2.90 JJ4.44 2+42.90 RIGHT-OF-WAY 382 328.84 1.2 JO JJJ.19 11.25 JJB.19 5.0 2+96.54 3JB.89 J+06.54 -------------38J JJ2.15 1.2 JO JJJ.91 2.00 ----- -----J+4J.74 J4J.27 J+69.2J --------------- 415 J61.79 1.2 JO J6J.55 2.00 ----------8+85.50 J69.67 9+10.60 -----------416 J59.17 1.2 ______ ;}fl J6J.8J 12.36 J67.10 5.0 8+40.00 J6Z5J 8+50.00 ---·--417 J55.42 1.2 JO J58.68 7.J6 J6J.68 5.0 7+75.00 J64.28 7+85.00 418 351.67 1.2 JO 354.78 6.82 J59.78 5.0 7+10.00 J60.J8 7+20.00 419 J48.50 1.2 JO J51.25 5.54 J56.25 5.0 6+55.00 J56.90 6+65.00 420 J44.68 1.2 JO J46.44 2.00 J51.BJ 5.J9 5+8ZOO J5Z48 5+9ZOO -------------- ------------TOPIARY STREET ---------. ----.. ------. - ----------- JB8 JJ4.09 1.2 JO JJ7.62 6.1J 342.62 5.0 4+61.10 J4J.29 4+J5.40 --- ---J89 JJ2.87 1.2 JO JJl.09 10.79 J42.09 5.0 5+06.00 342.20 4+96.00 ----------------- .J:J6.42 14.J6 - - - ---- ------ ------------------ - - - -390 JJl.20 1.2 JO J41.42 5.0 5+6Z20 J41.53 5+5Z20 391 J29.31 1.2 JO ... JJ5.64 18.J2 J40.64 5.0 6+38.01 J41.1J 5+9J.54 392 J28.00 1.2 JO 335.07 20.96 J40.07 5.0 6+90.10 J40.18 6+80.10 J9J J26.45 1.2 JO JJ4.40 24.11 JJ9.40 5.0 7+51.50 JJ9.51 7+41.50 394 J24.90 1.2 JO JJJ.72 27.21 JJB.72 5.0 8+13.00 JJB.BJ B+OJ.00 395 J2J.J2 1.2 JO JJJ.17 JO.BB JJB.17 5.0 8+75.50 -----8+65.50 404 J40.15 1.2 JO J42.29 JJ4 J4Z29 5.0 2+9ZOO -----2+70.81 405 J42.74 1.2 JO J44.10 0.57 J49.10 5.0 2+45.16 J49.56 2+J5.16 -----·-·-DETAIL: CURB RAMP 406 J45.21 1.2 JO J46.71 2.00 J51.71 5.0 1+95.55 J5J.41 1+68.59 ARBOR ROSE DRIVE SCAL£' 1=20' 396 JJ4.74 1.2 JO J41.59 20.18 346.59 5.0 4+18.88 J46.72 4+28.B8 J97 JJ6.75 1.2 JO 342.19 15.14 J47.19 5.0 4+80.00 J47.J1 4+90.00 --398 JJ9.14 1.2 JO J40.90 2.00 ----------5+5220 J48.18 5+62.20 -399 J40.85 1.2 JO J4J.68 5.82 J48.68 5.0 6+04.JO J48.80 6+14.JO -------------------- - ---------------------------------------------400 J4J.1J 1.2 JO 344.89 2.00 ----------6+75.00 J49.98 6+85.00 ------------------------------. -- 401 J#.68 1.2 JO 346.50 2.21 J51.50 5.0 7+26.20 -----7+J6.20 ------------------. 402 J46.52 ,.2 JO J50.01 8.18 J55.01 5.0 7+87.50 J55.60 7+96.52 40J J47.74 1.2 JO J52.66 1J.29 357.66 5.0 B+2Z99 J59.26 8+52.09 "AS BUil T" ----------------+--+---+---+----11 sH3EET I CITY OF CARLSBAD JSHEETS70 ENGINEERING DEPARTMENT L.!Q_j :======-================'-'=~ PLANS FOR lliE IMPROVEMENT OF: PRomcrDFSIGN CONSULTANTS Pr.ANNINO • ~ • BMliNllllRINo • SVIMIYIGl'S 701 B Street, Suite 800, San Diego. CA 92101 BRESSI RANCH PLANNING AREA 10 619-235-6471 FAX 619-234-0340 I APPROVED: LLOYD B. HUB[\Sd):; ;::EN,ii;';;;s!,;iiiff;:,~:,_ OF;;,SH"'lfJJJWOR;;;;S.::;R.<7'~T~7,·295=-1 ----,DA"'TE;-,RE"'G1S""l;,R,""110N=----,--,c.lJES1=GNE)=-.---PM~~~SU!MY=,.....tt-:;-//.-'·-fZ;·0;1;~P.;;,'P:;-;t:~--.,+_--;.4~"S-~--8/.l;;"'l-l::;:T-_-_-_-_-_-_-_-_-_-_-=-.-_-_-_-_-_-_-_-_-_-_-=-.-_-.,+_-_-_-_-...,~---_-=----~-=-----_-_~f---_-_--i--1 -~ m,arp HV7 ~1'wclNEER EXPIRES 12-31-051 ~,¥-':I EXPIRES 03-31-04 BY: Rf'ABV: REVIEW: ~ . DA TE INITIAL Z ·IO •C 4f ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DA TE INlllAL Oll-lER APPROVAL CITY APPROVAL DWN BY: CHKD BY: •SO! RVWD BY: PROJECT NO. CT 02-14 DRAWING NO. 413-1 JN. 2407.10 ;042904 1+00 0 2+00 3+00 SEWER DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) 1 N007J'ot·w -----219.00 CD N007.J'Ot'W -----212.74 (D N007.J'ot•w -----213.76 Q) N007.J'Ot"W -----80.24 5 N89"46'59T -----4Z50 WA1ER DATA NO. DE1-TA OR BRG. RADIUS(ft /£NGTH(ft) ....:o N007J01 W -----493.71 1/70 Noo13•0,·w -----304.00 l<'a: N89'46'59'E -----43.00 • HGL PRESSURE ZONE 550 SCALE: 1n = 40' REMARKS 6' PVC C-900 • • • a• PVC C-900 REMARKS s· PVC CLASS 150 • • • B" PVC CLASS 150 • i ! ! " . ' ''"" -i .•. " : ,,, " . ....... ; ~~-i-~ SCALE: 1"=40' CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft LE/1/GTH(ft) REMARKS STORM DRAIN DATA 1 N00'13'01·w -----111.14 CL AL VER TON DRIVE NO. DEL TA OR BRG. f/ADIUS(ft LENGTH(ft) REMARKS 2 90'00'00" 50.00 78.54 CL AL VER TON DRIVE t N00'130t ·w -----211. 76 ta· RCP (1350-0! * 2 N00'130t W -----41.24 . J 90'00 oo· 45.oo 70.69 • RECYCLED WATER DA TA • N89'4659, -----8.00 18" RCP {1350-0) * NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS * WATER 11GHT JOINTS N00'13'01"W -----88.24 12· PVC CLASS 200 • N89'46 59'E -----62.00 • •• HGL PRESSURE ZONE 550 ----z--BENCHMARK PROJECTDFSIGN CoNSVLTAN'IS PIANIIINli • l!NvJlaiMBlmu. • l!lioiNWiw • Smmirtal'S 701 B Street, Suite 800, San Diego, CA 92101 20 40 80 120 DESCRIPTION: BRASS DISK IN CO/I/CRETE IN A STA/I/OARD SURVE:Y ~ ON CENTERLINE OF EL CAMINO REAL LOCATION: COU/1/TY OF SAN DIEGO BENCHMARK DES/GNA TION /110. R1800 288+89 EC ELEVATION: 311.407 M.S.L. DATUM:_ --'-N"-.G"".-'-'V.D"'.-'-2c.c9 ___ _ 619-235-6471 FAX 619-234-0349 M. SHIELDS. R.C.E. 42951 DATE REQS'TRA110H -PM 9Jl',O' EXPIRES 03-31-0,4 BY: REVIEW: RE1l!EW, ~ ~ ,~ID •O"f T: \[r:gr\2407\PAiO\irno\2407.1Cknp04.owg :2/29/2003 01:13:59 ,r>M f'5T I SEE DRIVEWAY OPENING I DETAL ON SI££/ z ' , ,, .. ,:,,.""~,>,,a,,.,_,.,,." CURB DATA NO. DELTA OR BRG. QAD/US(ft LENGTH(ft) r 84'22'44' 4.J.00 BJ.JJ 2 N02"J6 38"E -----15.46 J N3073'0t'W -----14.19 N00'1J'01"W -----10.46 5 N0073'01'W -----44.44 6 N0073'01 "W -----45.97 7 N0073'01"W -----49.87 8 N0073'01"W -----4B.07 9 NOOi301 w -----6.1J 10 N29'46'59"E -----tJ.6 11 NOJV4'46'W -----14.27 12 N02"3B'4.J'E -----14.27 13 NJ0'13'01"W -----13.60 14 N00'1301"W -----129.39 15 N29'46'59"E -----14.00 16 N00'1J'Ot"W -----14.75 1 10·32'00• 60.00 73.86 18 N89'46'59"E -----22.34 19 40YJ6'23" 37.00 25.90 P£/?1Jll!,1 ...... NOJ4:<Jrf::fh e· TYPE 'G· C & G • . • • • • • • • • • • • • • 21 NOOiJ'01 .. W -----27.00 I 16"10'48' 3ZOO 10.45 +-N~OO~"tJ=•o=1=•w,,,.-,,-_-_-_-_-_-,..~76~.2~J,-;----~. -----1 2, NOO"t3'01"W -----48.87 • 2 NOO"t3'01•w -----47.63 • • 25 N00'1.J'Ot"W -----48.57 ma1-N""oo=7c:3r.:•o-;;;1•"'w;-t--_-_-_-_-_-;---48-:::-.48=--t-----, • .-----, 2 N0073'01"W -----42.98 • N00'13'01"W -----45.44 • 2 N0073'01"W -----45.55 • NOOi3'01'W 5.65 • J1 N00'13'07"W -----24.34 H-N7"2;:;9::-:'4"'6"''59:::,'"'E-r--__ -_-_-_-;--,-tJ.""5J~-i----,-..----, /1103V2'41"W -----15.4B - 84'22'44" 43.00 63.3J 6' TYPE 'G' C & G "AS BUILT" EXP. 03·Jl-tl6 VIEWED BY: 1-----1--+----------~--+--+---+---1lsH4EETl __ c_1TY __ o_F_c_AR_L_s_s_A_o_fsHErnl1 ENGINEERING DEPARTMENT L__!1_j 2-12-07 POC DA TE INITIAL GINEER OF WORK AS-9UILT REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF': AL VERTON DRIVE BRESSI RANCH PLANNING AREA 10 OWN BY: CHKD BY,-: ....,$ ...... P..,.... RVWD BY: PROJECT NO. CT 02-14 DRAWING NO. 413-1 J.N. 2401.10 .1:1, 0 -.... .... C :E C) ~ ..... ~ I ..... a ' ' t. ·+·+ ·. ·. +.--,-.! .... ; ti . cJ l r">·-- i ; ·< ,,..._,-: -+-+-+ i ' ' i . ···"-. -+--,···1 i ~~-·-··"·-~-____ [, .. --i--.~--:-~ ···· .. ·: l't ....... i·~····•·· : ·~· : 2 " ·~ l;f ~ ~. . ...... 0:: . i IE 289.2 ~ ~ fi~·~····--· ' .. : .. r -: r . : ~ .... i ~ ... 11-€ ' • i if ,'I; . . • .. ·t· ." •...... • ··! + :. ' . . •·· • I • j ,''1--+--l----.¥ : ····-·f-'--+--t-+ , -, PRORi1: i . : ....... OD ROAD : ' ' ' ' ; __ ,_ ~-..7----· -:""' ~t.-~--,; --. 10+00 n+oo ---- 17 • ,. ·• • -· • •4 .-" ••• 0 20 40 80 120 14+00 PLAN: DOGWOOD ROAD SCALE: 1 • =40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llf:LL ON CENTER/JNE OF EL CAMINO REAL. LOCATION: COUNTY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R/800 288+89 EC ELEVATION: 311.407 M.S.L DATUM:_~N"".G."-V."".D"'.--"2cc.9 ___ _ T: \Fngr\}407\PAJO\imp \240UDimp05.dwg 03/!A/}004 09·09: 53 AM PST .. . . . ...... ·· 1····· ---····· "" ···-·" -···-. 15+00 0 PRomcrDFSIGN CONSULTAN'IS PIAuma • ~ • aur ■HJ• SUJlVBY'/GPB 701 B Street, Suite 800, San Diego, C/1 92101 619-235-6471 FAX 619-234-0349 OORY M. 9ilELOS, R.C.E. 4 1 OA1E REGl!m!AllON OESCNED PII EXPIRES DJ-31-04 8~ REVIEW: ' --·--·;·---- ' .. l -;---t--1: r I 2' , ' ,• (8" ((Cf' '. ~ .. • • 0.5'WII, tr"TC"'.'t-0.5' .•. ll'Pllt ··\----..,,.--"'-:'L.-\ .•. •:•:,: .t ~ • ~•., •v• ,",, ."' .~:>,,::.-; DETAIL 'i'I" N.r.s. I SEE DRM:WAY OPENING I DETAL ON SHEET 2 !O '~.· -t ...... }-; ---' .... • --t--t-~ t--t--f---i-t-t~'· 211 -!:r,:; C···•·····l'--· 1-I -"· m · · t-+-+-+--+--+· ,.. ill.~ ~ ._·-'fi··'·-tl;i..f;;:-r-+-:,-..: ~-,· !II : 1--J-;-;;tlln:f i . ---,..-,.--,.-.....,,-., CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft REMARKS 1 N89'46'59.E -----492.19 C.L DOGWOOD ROAD 2 suo·oo· 600.00 52.36 • J N85'13'01 •w -----77.82 C.L DOGWOOD ROAD SEWER DATA NO. DEL TA OR BRG. ~ADIUS(ft LENGTH(ft) REMARKS , N89"46'59"E -----297.22 8• PVC C-900 , N89'46'59"E 189.96 • -----·r 5'0o·oo· 600.00 52.36 " 4 N851J'OI-W -----72.61 8" PVC C-900 STORM DRAIN DATA NO . DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS 1 N89'46'59•E -----237.70 18" RCP (1350-DJ • 2 N89'46'59.E 206.00 • ----- J NOOi3'01"W 8.25 • • -----• NOOiJ'01"W 2f.25 • • ----- 5 N89'46'59"E 40.46 • • ----- 6 5'00'00" 607.00 52.97 • 7> NB5i3'01"W -----77.82 18" RCP 11350-Dl • WATER TIGHT JOINTS WATER DATA NO. D£L TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS ,, N89'4659"E 492.21 s· PVC CLASS 150 • <» 5'00'00" 593.00 51.75 . • CJ> N85i3'01"W -----82.11 8" PVC CLASS 150 • • HGL PRESSURE ZONE 550 RECYCLED WATER DA TA NO. I DEL TA OR BRG. RAD/US(ft LENGTH(ft) REMARKS r • N89'4659"E -----492.19 12• PVC CLASS 200 ., ,~ .. 5-0000· 612.00 SJ.41 " •• , ., , N85'13'01·w 76.77 12" PVC CLASS 200 .,. •• HGL PRESSURE ZONE 550 -NO. DELTA OR BRG. , 19'28'00" 2 N89'46'59 t. J N59WJ'59"E 4 N89'46'59•E 5 N89'46'59 t. B N89'46'59•E 7 N89'46'59.E B N89'46'59"E 9 N89'46'59"E 10 116'29" ,, 1•30•ss· 12 N88-0413W 1 N8573'01"W ,. 5'00'oo• 15 N89'46'59"E 16 N89'46'59"E I N89'46'59t 1, N89'46'59"E . --i- ' ' '·-r-r-+r-r--t--t--i---,- · OPLJ2J.Z,,---i-7 \ CURB DATA RADIUS(ft LENGTH(ft) REMARKS 60.00 2D.39 6• TYPE 'G' C & G -----14.75 .. 7.99 • ----- 48.97 • ----------43.97 - 47.77 • ----------48.23 • 45.4J • ----- -----47.44 • 617.00 1J.7J • 617.00 16.33 • -----1D.35 . 77.82 • ----- 583.00 50.88 " -----231.02 " 51.49 • ----------54.07 " -----54.27 6• TYPE 'G' C & G -FOR KNUCKLE PROFILE SEE SHEET No. 4 "AS BUILT" EXP. 03·31·08 REVIEWED BY: . --------------+--+---+--+---1lsH5EETl~_c_1TY_o_F_c_A_R_Ls_s_A_o_fsHErnl1 _ ENGINEERING DEPARTMENT L_.D..J PLANS FOR THE IMPROVEMENT OF: DOGWOOD ROAD BRESSI RANCH PLANNING AREA 10 t----+---t---------------t---t---+--1----1 IAPPROVED:r ~~ ~~,;. Z-t2-o7 PPC AS-8lJILT t2i Jfu --~-JP DA TE INITIAL GINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL 01HER APPROVA CITY APPROVAL DWN BY: I): CHKD BY: Q RVWD BY: PROJECT NO. CT 02-14 DRAWING NO. 413-1 J.N. ?4(!7.10 042904 ' ---•-' ~~-"· ' 1+00 ~-· [lfATfRtlGH'r JOINTS 2+00 0 20 40 80 T: \Fng· \2407\PAiO\imp \2407.10imp06.dwg 11/19/20C3 03: 25: 54 AM PST 120 PROF/le: A ' 3+00 4+00 5+00 . -'. . e 5 00 ).._ PLAN: ARUNDEL A VENUE SCALE: 1"=40' BENCHMARK D£SCR/P710N: ,l!RASS DISK IN CONCRETE IN A STANDARD SURVE:Y l!El.L ON CENTfRLINE OF EL CAMINO REAL. LOCA 710N: COUNTY OF SAN 0/fGO BENCHMARK DES/GNA TION NO. R18()() 288+89. EC ELEVA 710N: 311.407 M.S.L. DA TIJM: N.G. V.D. 29 --------- ' ' i-----·-' ----j I ilti ...... L----·" 6 .25' -1----·"+------;-. ' ' : ----.. ,---.--,,,_._, ' 1. PROF/LE:\STQRMiGRAIN ' ~[ ~ ~~ ~~: . • sJA~~~~~ ~t~8:f ,~;4'[ .. f _~ . 4/4=15.813' , . : , 14.27 ' · 12.14' 6+00 FOR lfil [ID [Z] .t [ID SEE CURB RETIJRN ON SHEET 7 7+00 I SEE DRMEWAY Ol'ENNG I DETAIL ON SHEET 2 PR.omcrDFSIGN CONSULTANTS PlANNllG + Blmlll:l9ll!NrA • l!NOINl!IIIINo • SVIMIY/OfS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 M. SHIEI..DS. R,-.. 42951 DAlE REGISTRATION DESIGNED PM ~ EXl'lRES 03-31-04 BY: RE1'EW: ~ Z.-/0 '0'f' SUR'IEY RE\1EW: '?~ofESS1 -~i M. SJ.t1. CURB DATA CENTER LINE DA TA NO. DELTA OR BRG. RADIUS(ft, LENGTll(ft) REMARKS NO. DEL TA OR BRG. RADIUS(ft LENGTll(ft REMARKS 8416'31" 43.0D 63.25 6" CURB C ll N89'46'59"E -----672.00 CL ARUNDEL A VENUE 2 N87'21 '1 IW -----14.27 6" TYPE 'G' C .t G J N59'46'59't -----13.6 • 4 • 5 N89'46'59"E -----182.76 N6073'D1"W -----13.52 • 6 N86'5J'05't -----14.56 • SEWER DATA NO . DEL TA OR BRG. RADIUs(ft LENG1H(ft, REMARKS 7 N8779'08"W -----14.56 • 8 N59'46'59 t -----11.89 • 1 N89'46'59"E -----333.50 8" PVC C-900 CD N89'46'59 t -----240.51 . 9 N89'46'59"E -----36. 70 • N89'46'59"E -----37.48 • N89'46'59 t -----10.75 STORM DRAIN DA TA 12 • 1J • 14 N86'55'14"E -----14.54 8416'31" 43.00 63.25 8416'31" 43.00 63.25 • 15 N87'21'17"W -----14.21 16 N59'46'59 t -----12. 74 NO . DELTA OR BRG. RADIUS(ft LENG1H(ft) REMARKS f N89'46'59"E -----95.01 18" RCP (1350-DJ • 2 Noo13•01·w -----8.25 . • J N89'46'59"E -----235.49 18" RCP f1J50-DI • N89'46'59't -----7. 48 • • WAID? 7/GHT JOINTS 18 N89'46'59"E -----50.96 • 19 N89'46'59"E -----49.16 • WATER DATA N89"4/J'59't -----4Z64 • NO • DELTA OR BRG. RADIUS(ft LENG1H(ft} REMARKS Hftt-'.N:-::8::::9-:--:'46"''5,,,,9::r-t----_-_-_--;-_46=-:.04:-::-+----..-• ----1 ~ N89'46'59 -----46.96 f N89'46'59"E -----JJB.50 8" PVC CLASS 150 • 2 N89'46'59"E -----J3J.50 8" PVC CLASS 150 • • HGL PRESSURE ZONE 550 2◄ N89'46'59"E -----13.76 • LJ!!1. N86'55'14"E -----14.27 6" TYPE 'G' C .t G ri:vr+--8-4-,6-.'3-,~."---<-4J-.-oo_,__6_J_.2_5-+-~~6~.~C~U-RB~~--, "AS BUil T" EXP . .3· :!>/· OB l---t----i------------+--+--+--I----I I SH6EET I CITY OF CARLSBAD [5Hmsl1 ENGINEERING DEPARTMENT L_.!U ;;P:::L::AN::;S;:::;'.,FO,,':;R:::;:TH::;E::::::IM::;PR;O:::\IE::::;::::ME;::N:;T=OF::::::::: ====:::'...:::==:::: &'<:Y ~ ~ I"' -§ No. 42951 ~ ARUNDEL AVENUE BRESSI RANCH PLANNING AREA 10 ~"' Exp. 03-31-04 .:,, * IV\\. l----+--+----------------+---1----1---l----l lAPPR_OVED: LLOYD B. HUBB~.j,.('. ...,2,....-:--:12,...•"'0-.Fca=!l:-=c-t--A:-::S,-_-:aBcou""1L"'T,.......------------+---t----+---1----t d~~r N ~ DA TE INITIAL DA TE INITIAL DA TE INITIAL DWN BY: -PROJECT NO. REVISION DE CRIPTI CHKD BY: ..,..., CT 02-14 NGINEER OF WORK S ON OlHER APPROVAL CITY APPROVAL RVWD BY: EXPJRES 12-31-05 I ~~y DRAWING NO. 413-1 '042904 (J) C ~ C') a ..... .s:::i, .......... (,) I ..... I i . ; /~/ , I -+----~ -·~·-i·· . ' . -----r ---" ! \ . -,------ ij . ·1 . j . .~=====:::;::;~~;eR-R~~r.:;::· ,~.,,,~4~' ,::==f~ lt " -" . .. . .!,; .. ' ' ' ' ~ 1· -.•. , ''""". '" ..• k, ' ' -0 1 ' ' 1+00 2+00 3tOO 4too s+oo 6tOO CENTER LINE DA TA PLAN: LISMORE PLACE SEWER DATA NO. DEL TA OR Bl?G. RAD/US(ft LENG1H(ft REMARKS (1) NOOiJ'o1·w -----517.74 C.L. LISMORE PLACE NO. Dfl. TA OR BRG. r?ADIUS(ft LENG11-i(ft) CD N007J'o1·w -----154.00 SCALE: 1'=40' 2 NOOiJ'o1·w -----253.74 STORM DRAIN DA TA NO. DEL TA OR BRG. RADIUS(ft LENG11-l(ft) REMARKS WATER DATA I N56'5I DJ'£ -----29.JI 18" l?CP (1J50-D) NO. OE/. TA OR BRG. RADIUS(ft l.£NG1H(ft) 2 30"4727" 45,00 24.18 • I N00'1J'01 w -----236.00 J N007J01"W -----170.00 • • 2 N00'1JOl"W -----258.74 4~Jtf 49 !7 o_b, 1h TDA 3,\7.98 FOR [fil lfil [ZJ & (ID SEE CURB l?ETURN PROF/I.ES ON SHEET 8 Na DELTA OR BRG. ' 84'2041" 2 N02'J6'JB•E J NJ07J'o1·w 4 N00'1J'01•w 5 N29'46'59"E 6 NOJTJ4'46"W 7 N02'J8'4J•E 8 NJOiJ'01"W 9 NOOiJ'Ol"W ' N29'46'59 c 11 NOJ'06'55"W ' 8472'13• I 84i2'1J. 14 N02'40'52.E 15 NJOiJ'o1·w 16 N00'1J'01'W ' N007J'01"W 18 NOOiJ'o1·w I NOOiJ'o1·w N001J'o1·w NOOiJ'o1·w NOOiJ'o,·w N29"46'59"E I Noso2·41·w 84'20'41" CURB DATA r/ADIUS(ft LENG11-l(ft) 4J.00 63,JO -----15.48 -----1J.5J -----102.26 -----IJ.60 -----14.27 -----14.27 -----13.60 -----103 -----13.52 -----14,56 4J.OO 63.19 4J.OO 63.19 -----14.56 -----1J.52 -----14.70 -----46.96 -----45.54 -----46.0J -----42,7J -----9.10 -----2.67 -----13,5J -----15.48 43.00 63.JO ' ' : ,· '. "'" . -::5·--+--+- ' ' ,Q,,_, ' : : . . . i,;;,,"13 ·~ ., .. ··~·N .. ·- j··• ~i ~; .... ~ 3, ni:._ _, K "llf-' b, .. ~ ~ ~·· ~ ;J ' . + ,1,: . ~ ;,il· ..... ,r.:J ~"' .. r~..., 00.%: ' fJ:S JtQj: Ws ·•. f?EMARKS 6" TYPE 'G' C & G • .. • . • • • . .. 5• TYPE 'G' C & G 6" CURB 6" CURB 5-TYPE 'G' C & G • • • • • .. • • • • 6" TYPE 'G' C & G I SEE DRIVEWAY OPENING I DE"rAL ON SHEET 2 REMARKS 6" PVC C-900 6' PVC C-900 ,.,. ~L cslfc-:±:c-J,11'T1 ~[ ~ .. . 0 · · I ·t······f ··'-+-'--.,._ .. . . ~ ..... . ' ' ' ' ----· ·--s---~ <, . -·--- __,_f-~l l : . ! . i~ , .·... J~T~l-· J. :1· :11 ······+ .. , .. ,._,., ... 1-~----,-··· ---,··· .. ···"''" .. '"'"/" ... ,,, ..... """. ""'"' ,,., __ i i ' ' ' . , ., ----........ z----4--s-~-"7'-~--~1---·--L ... :.... --· . ; -- -- --,--------,------- ' r .. .. I "AS BUil T" -K·e A 'h RCE 42951 REVIEWED BY: DATE EXP, o3 ·:J!-tJfJ REMARKS 8" PVC CLASS 150 • s• PVC CLASS 150 • t--+--+------------+---+--+--t--~lsH7EETl. __ c~1TY_o_F_c=A~R=Ls=s~A-o__,~1 _ ENGINEERING DEPARTMENT ~ 4 N89'46'59T -----22.25 • • HGL PRESSURE ZONE 550 PLANS FOR lHE IMPROVEMENT OF: 5 N00'1J01"W -----80.74 18" l?CP (1J50-0J • • WATER TIGHT JOINTS SCALE: f" = 40' Z-4111111[ 0 20 40 80 r: \[,!gr \2407\P.417\i"'lp \2407. liJimp07-dwr; f1/19/2UOJ 08: JC.:;; AM PSi 120 BENCHMARK OESCRJP110N: BRASS DISK IN CONCREll:: IN A STANDARD SURVEY IIE'LL ON CENTERLINE OF fl. CAMINO REAL. LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DES/GNA 110N NO. R1800 288+89 EC fl.EVA110N: 311.407 M.S.L. DATUM:_-"N'-C,GCC.v.C.C.DCC. . ..=29=... ___ _ PR.OJECTDFSIGN CoNsuLTANTS PIAliNINO • BIMllllGllllmll • l!NmNl!ERINo • SUII.YIIYIOl'S 701 B Street, Suite 800, San Diego, CA 92101 619-235•6471 FAX 619-234-0349 OREoorn M. ;)fflWJS. R.C.£. 4-~1 DAlE REQS1RATION llESIONE!) PM ~ EXPIRES 03-31-04 BY: REOOI: ~ 2--10~1J<f SURVEY RE\'!EW: Z ·l2.-Q'1 PDC DATE INITIAL GINEER Of WORK A&· E!>tl/LT REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVA CITY APPROVAL LISMORE PLACE BRESSI RANCH PLANNING AREA 10 DWN BY: --,-,,-I CHKD BY: liMf RVWD BY: PROJECT NO. CT 02-14 DRAWING NO. 413-1 J.N. 2407 IQ C ....., :e 0 G') -...a..a::,. ..a. ..... w I ..... ... "'.11 .. ' ,-~ 4(1.~• ~ .... ...... , .......... + ...... , .... IT .... , .......... ~ ................ 1!'.)IT:if.. !--;--i!'I~ -: .. .. .. .. .. -;~ ,; .... :ti: ~ij l ~1 ~ .. ·······~·~··~····~··.·············.~·~+ . ~~ ·· .. ······ 1 ·~~ ..... L ......... , [ -~f---'·· "'p: i sj ... ~ ~ .. !. , ~ . .l . L .. .kf-.... .,.i --,-,:,;;, ~ 1 .. -, Q~ ~ i:"' ~ ~ . • ~ 1: : I ; i ~ . .... _,_ ____ ····,..···--·---!!1~~-~:· .. . .. ~ .... ... J .... ~ I.•~ 0]-)-1-.. ,i::~;..-;., . ' ri-,'\'I liit.H~-<,,.,"1·1-,,,,;·. ~-~j Ct: -1---!!: ------\----1----V-[--__ : ____ _ . l ii; 2!: i ~ ~lHi'J•"'i+I . ' ' cl)L i •.. ~· 71• ·eri l ..... ~l· )1. ( r·td . . 1f' 07,GG 7 oo· R\T-:.c P 3:73 1/5 .. .. 8'X8" X8" TC£ ' ' ' _,,., ____ ,.,._t-····· ·--____ ,,__ __ _ ' ' ' ·,., A"l i l, ,· , -~ ..... 'JJ(1)' i --" _,. ·---.. ,,._. ' . .. ····,-···1· .. ·-··· .. -+-qj t:J···· .. ttt .. 1"'''.· .. +· t .... , .... y. '-c--j ,t... O,t ,...., . · · -Jf' -~1--···'l'C\ '!Cl \-! I i ;:;[ t .. '":'E ,,4,,. +:c-'-+- ...... +. ........ l ¢ ~i 1+o0 2+00 SEWER DATA NO. DEL TA OR BRG. RADIUS(ft l£NGTH(ft) I N89'46'59"E -----214.77 2 4iJ'01" 210.00 15.46 Q) N8600'00"W -----14.77 © N89'46'59"E -----167.20 s 23'46'24" 500.00 207.46 © N66'()9'26'W -----71.55 HOA 315 REMARKS 6" PVC C-900 . # • • 5" PVC C-900 RECYCLED WATER DA TA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS l N86'00'00"W -----168.61 8" PVC CLASS 150 ,. .z N89'46'59"E IOJ.94 • .. ----- I 3 I 15'57'13" 507.00 141.17 8" PVC Cl.ASS 150 •• •• HGL PRESSURE ZONE 550 CENTER LINE DA TA NO. OELTA OR BRG. RAOIUS(ft LENGTH(ft) REMARKS 1 N89"46'59"E -----217.27 CL GARDEN HOUSE ROAD 2 4;3•01· 210.00 15.45 • J N86TJO ao-w -----101.06 ,. 4 N89'46'59"E -----172.20 " 5 24'0J'J6" 500.00 209.96 " 6 N66V9'26"W -----136.00 CL GARDEN HOUSE ROAD T.· \r:~gr \24:17\PJJ tc\jmp \,?40?. .'Olmp()R dwg ft /:1/JC(iJ 0.'3·53: 48 AM PST , •··,-,+--+-r-'i--+·•· ... , ·fw TA'=h+1~+ , l"}Lfi !C'c' ... i'/6-i76.; .. J fleTE.~· J ..... .;.. l!NLEZSS..!sffaimlornERl\!srJ rOP IJEF1jRlqHT OF '/DJTERUNE; EQUAL j i i ; } q.tREi! £1.fVA'/ION, 17: l!'W $TA = 5+ PW ili'v ;,, J.i.i ii ..... 'AU. ,., '-5.02 .· .......... ··•·····.L Af=i·11,96· .L6tJ.o6•\i ----+ -- A. • "' 4.j26 l ='19./¾5 . 5.00' . -+-ccc----tt . lfLU$ 0.¥6'.; T . 18i--H---,-Ji4J---~~~~!'...+--i---!---+-+-_;___;l---'-+..:......i--+--+--+-+• .. : ............ ' .. .. :s ' 0 .... ;,-b!-• ....... ,+ . ! _____ ------ 3+00 3+00 4+00 NO. DEL TA OR BRG. I 8476'31' 2 N87'21'1 l"W STORM DRAIN DA TA J N59'46'59"E NO. DEL TA OR BRG. RADIUS(ft LENGTH( ft) REMARKS , N89'46'48"E -----203.00 18" RCP (1350-D 1 2 N89'4659 1:. -----15.27 . J 4;3•01· 217.00 15.97 • 4 N86'00'00"W 46,14 • -----s 56'0456 60.00 58.73 . 6 N37'5!5'04"E -----25.45 18" RCP (1350-01 4 N89'46'59"E 5 473'01· 6 NB6rxroo·w 7 N56'00'00"W 8 N88'51'27"W 9 88'29'19" 10 8476'31" ,, N87'21'17'W 0 20 40 80 120 BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WUL ON CENTERUNE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BfNCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L. DA TIJM:_.....c.N=.G=. V.cc./1=·,..c2cc9 ___ _ 5+00 FOR § [Ej § & ~ SEE CURB RETIJRN PROFILES ON SHEET 10 CURB DATA ~ADIUS(,ft LfNGTH(ft) REMARKS 6+00 43.00 63.25 6" CURB WATER DATA ---------- ----- 227.00 --------------- 43.00 43.00 ----- 14.27 6" TYPE 'G' C & G 13.60 . 139.54 • 16.71 • 22.37 • 13.65 • 11.25 • 66.41 • 63.25 " NO. DELTA OR BRG. RADIUS(ft ,(.I N89'46'59"E ----- 4;3•01· 203.00 i<..Z,> N86'00'00"W .n ----- r<' N89'46'59"E ----- i<;5 24'03'36" 493.00 '<;6 N66V9'26"W ----- • HGL PRESSURE ZONE 550 14.27 6 .. TYPE G C &' G PROJECTDF.SIGN CoNsuLTANTS l'IANNl!l:J • llN'i'IRaGIBNll • l!NlllNIEUNo • SIJJM!Y/GPS 701 B Street, Suite 800, San Di.ego, CA 92101 6[9 .. 235 .. 647[ FAX 619,234 .. 0349 OOEOORY M. SHIEtDS. R.C.E. 4.t=1 DATE REQSlRATION DESIGH!D PM ¾ EXPIRES OJ-31-04 BY: RE\1EW: ~ -z.-10-o I.{ LENGTH(ft) 210.27 14.94 101.32 172.45 207.02 115.66 SURVEY REl<Ell: CENfERLINE ELEVATION 522: REMARKS 8" PVC Cl.ASS 150 • • • • • . • • • 8" PVC CLASS 150 • ·345--: . ' . ' CURB DA TA CONTINUED REMARKS 6" TYPE 'G' C & G • • 6 TYPEGC&G , j I SEE M>EWAY OPENNO I DETAIL ON SHEET 2 ~~.;.,". . . . +J3tL,_! ~.., :60.13' : 4=15.033 CURB DA TA CON77NUED NO. DELTA OR BRG. 0ADIUS(ft l£NGTH(ft) REMARKS 1221 0'40'46" 483.00 5.73 6" TYPE 'G' C & G • 24 N73'36'46"W -----2.67 H-N""7""7"''5"'7'2""3""·•"'w-+-_-_-_-_-_-t---::8.c-::Jc::-3-t----..-.-----, • 26 N72'()2'37"E -----15.90 • 12 l+-',o,',5•,,,55""'0"='8,.."i'ic-t--48-3-.00-t-4.,.,9:c.9,..,0-t-----.-------, N89"46'59'E -----94.46 " N60"1J'o,•w -----13.60 '" N86'55'14"E -----14.27 • J1r1---;B;;::4;:;i"'6';;:J1"'•..--1-43~·0;;;-o-t-_6':::3;cc.2;';5:--t----.·----, [ml 80'()7'08" 43.00 60.13 • ~ N83'09'48"W -----17.38 · ;uH-Ncc6'°'4='00"''00-"E=-+-_-_-_-__ -t---=2c=.8c:-8-t----, . ..-.---1 j, N86'()0'00"W -----6.55 • N89'46'59"E -----36.80 . J l+-M'="8"'9"'"46-:s'i=-59,..",c,E-+------_-_-__ J6=". Z:c:'2:-1----,,•----1 N89'46'59.E -----1.JJ ,, N607J'01"W -----13.60 " 4 N86'55'14"E -----14.27 6" TYPE 'G' C & G 41 84 ;5·31. 43.00 63.25 6" CURB • RCE -'1295/ R INSPECTOR "AS BUil T" DATE EXP. 03-,/ ·0'il l----+--+------------+--+----t--+--1 I SHBEET I CITY OF CARLSBAD fsHErnl1 ~::::::;:;~::;::;::EN::G;:IN::E;::E;R::IN;G::;D;::E;:P;A=R=TM=E::N=T==:'....'.::L!lJ==~ PLANS FOR 1HE IMPROVEMENT OF: 2 ·l:Z·07 P/?C DATE INITIAL GINEER OF WORK 11S:·13U!L T REVISION DESCRIPTION DATE INITIAL DA TE INITIAL O11-IER APPROVAL CITY APPROVAL GARDEN HOUSE ROAD BRESSI RANCH PLANNING AREA 10 DWN BY:-.,..,,;1--1 CHKD BY: SUf RVWD BY: PROJECT NO. CT 02-14 DRAWING NO. 413-1 Jfv'. /40710 ' / 042904 -l"--•-.-t .. ____ : . ' -,, .. <.f, LLl a: <( . . 1+00 NO. 1 2 J NO. CD CD CD 4 CD • i/pTEJ I • i · i . T r : • .. ! . lf/'ILESS $/fOfflV f]rnEl?V,fSE,. TOP OF C(Jl?B 1ELE'VA~ON 17T ~t~ta'.%~ r ~rL:~EiE°1'~ltctNTL1¥E (EV~ nilN ' ; • • ' • J ' --+--+\ F!NISHFO GRADE 0 !CENTERUNE "' 4 . -~ • ' "' . PVI $TA,,: .f+Sp Pvt ELE-V '"' J42.65 . A.il. 4' 1.80 . Ki ;, 127.75 5b.oo· ' .., ;;! "' ··~ 4 ~ vi ~ i;~k : • 7""-......'. '4$. 7,f. u-. . · Q) fP2.?oi $1 ¢,; ;:i; ~ : CJ '.'"t-! . "'.1: _[ i ---- .. I'.' j . PROFILE: TO 'IARYSTREET I 2+00 3+00 NOTE: UNLESS SHOWN 071/ER'MSE, TOP OF CU/?8 ELEVAllON 17' LEFT//?IGHT OF CENTERLINE EQUALS CENTERLINE ELEVA llON PLUS 0.06'. CENTER LINE DA TA DELTA OR BRG. RADIUS(ft. LfNGTll(ft) REMARKS N03'47'14•E -----89.76 CL TOPIARY STREET ,f.'0(]'75• JOO.OD 20.97 • NOQ;3·01 .. W -----720.31 CL TOPIARY STREET SEWER DATA DEL TA OR 8/?G. RADIUS(ft LENGTll(ft) /?£MARKS 3°31'36" 300.00 18.47 6" PVC C-900 Noo13•01·w -----154.01 6" PVC C-900 N00'13'orw -----245.74 8" PVC C-900 N00'13'0t•w 270.80 • ----- svo·oo· 200.00 17.45 • N04'46'59T -----19.69 8" PVC C 900 BENCHMARK -4+00 ~s+oo 387 PLAN: TOPIARY STREET SCALE: 1 • =40' 0 20 40 80 120 DESCR/PllON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY l!ELL ON CENTERLINE OF EL CAMINO /?EAL. LOCA llON: COUNTY OF SAN DIEGO BENCHMARK DESIG/'IA llON NO. R1800 288+89 EC ELEVA llON: 311.407 M.S.L. DATUM: _ __::N:.:.G::.:.V..=.D.:.. =29=---~~~ :· \_[nqr\2407\PJ.10\ 'mp \24ll7. Win1p09.dwy 11,119/?0D! 09: CB: 12 }M PST I · · ls+24_g7 • · 'T.OP. 337.09 . jBXB'XB' ITT: . ~6+00 7+00 WATER DATA NO. DEL TA OR BRG. RADIUS(ft t N03'47'14T ----- 2 4·00•15• 293.00 J NOOi3'01·w ----- 4 NOOi3'01·w ----- K5 N00'1J'01"W -----~,.,, 5'00'00" 207.00 J,,) N04'46'59"E ----- • HGL P/?ESSURE ZONE 550 PR.amcrDFSIGN CoNSULTANTS l'LINNINo • l!NYlloGll!HDI[ • l!M'.llNllllRJN • SlllM!r/OPS 701 n Street, Suite 800, San Diego, CA 92101 619-235-6471 PAX 619-234-0149 DATE REGISTRATION DESIOOED PM EXPfR£S OJ-31-0i BY: RE\'IEW: ~ t-1(),()'/ LENGTH(ft) 60.JB 20.48 163.51 250.74 266.30 18.06 29.19 SUIMY ""''"' B+OO REMARKS 8" PVC CLASS 150 • • • • • • • • • • • 8" PVC CLASS 150 • • :----··t .. -~-~---! ~f--,-.k1r'i]'."-~-,D 1-)8. J!J T.P.i .F.H .~.CJ ·;_s,''):':f',yd·· {;L{ · '1' i;LEARANCE i(MIN) . ~ I -REC.! V/TF<. : : "'i i ~1+78,99 l"')'. i·•i'lf"'·'-·'---+t--c?:P. tU2:J: :-3;)0' · · s l fr 1 · i i · • • ' ' . :-.;(;" R(:i: '. '-:"n; 9"<·24.o;: /1 "''(7>-: ,-ir.'. ' ,1. ·-'f (, /, ur:321.83! 9+00 i i 355~ FOR [[) [Z] (ID ~ AND ~ ~ IJQI CTI] SEE CUl?B 1?£1Ul?N Pl?OFILE ON SHEET 8 SEE DRIVEWAY OPENING DETAIL ON SHEET 2 335- ITl . . H-++-4-c'C'f .. ' __ __L' ....... , 59.55' . J'. . . ',.,, ..... , ' 10.35' ~d ·. ¥~· + ~Ii 61.01r 4/# 16. 753' .. ,.,.-. .. ·)-·• . . _;PQ/L .~,v.~. ~ -· . a:. 'Q .·r .iIDli 13.67' CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 80'19'47" 43.00 60.29 6" TYPE 'G' C & G 2 N06'37'32 E -----19.72 J N26'12'46"W -----4.18 • 4 2'14'10· 283.00 11.04 • 5 N00'13'01"W -----34.78 • 6 N29'46'59•E -----5.27 • 7 N03'0•f46•w -----16.45 8 N02'384J E -----13.70 9 N29'46'59•w -----6.05 • N00'/301 W -----6.65 H N0073'01·w -----34.38 • 12 N0073'01·w -----34.30 • 13 N00'/3'0/"W -----34.42 • 14 Noo13•01·w -----34.48 • 15 Noo;3•01·w -----34.30 16 Noo13•01·w -----35.80 • N03'02'44"W -----17.70 6" TYPE 'G' C & G 79'20'35• 43.00 59.55 6" CURB 89'17'38" 43.00 67.01 N02'J8'10"E -----10.69 N3013•01·w -----13.67 • N00'/3'01 W -----156.41 N29'46'59"E -----13.6 • 24 N03'0446 -----14.27 25 N02'J8'4J"E -----14.27 • 26 N30iJ'o1·w -----13.6 • • 2 +-S;;~;i;c;;;;ic--t----+-:,~;-!t----• .----j NOOi3'01·w -----95.8 N29'46'59"E -----13.63 NOJ'0240•w -----17.Jg • N02'J9'14"E -----11.25 • NJOiJ'o1·w -----13.68 • N00'13'01·w -----77.80 • 4'0015 317.00 22.15 N03'47'14"E -----11.13 N33"47'14"E -----13.64 J8 N00'55'43"E -----11.21 • J 8879'05" 43.00 66.28 5• TYPE 'G' C & G "AS BUil T" RCE 4295! l---+--+-----------i---t---;---i----ilsH9Enl~_c,_TY_o_F_c_A_R_Ls_s_A_o~~1 _ ENGINEERING DEPARTMENT LJJ_j 2 ·12-07 P!JC DA TE INITIAL NGINEER Of WORK AS· &JILT REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: TOPIARYS1 1 BRESSI RANCH PLANNING AREA 10 DWN BY: 9il CHKO BY: G$ RVWD BY: . HUB PROJECT NO. CT 02-14 DRAWING NO. 413-1 J.N. 240/. 70 '042904 C co :e a c, ...a. ~ ...a. .... CA) I .... 1 -;.f J.•·~·•··· ! l .. \ ,rVI STA = i+do _.; _ _. ___ .,,_. ' ,t-,n ,,.....,.. ..-.. f-,.--~:-,··-T,.•'{•= ~"':.avr-···: + +•I<= .1.,25· : ' ; ' . ' .. ; .... .L ·--]----... --···t'"•'-+---'. asoi-l : _ ,_1 ~; --+~----+- '. 1-- . '"•. ,,. '1+00' FL. 32112 · 2 ' ' 1+00 2+00 NO. DEL TA OR BRG. AOIUS(ft LENG7H(ft) REMARKS 1 N82'23'19 W -----1Z99 5• TYPE 'G' C & G 2 N64"46'59•E -----13.67 • J N857J'01 W -----21.81 4 5vo•oo· 583 50.88 • s NB9.46'59•E -----30.37 • 6 N601J'o1·w -----14 • 7 N89'46'59'E -----13.61 • B 70'34'49 60.00 7J.91 9 NOOiJ'o1·w -----1Z44 • 10 90'00'00 49.50 77.75 • 11 N89'46'59"E -----90.60 • 12 575'44• 617.00 56.85 • 1J N85i3'01 W -----98.98 • 14 19'2511" 60.00 20.34 • 15 NOOi 3'01 W -----2. 90 • 16 NOOiJ'o1·w -----35.JB • NOOiJ 01"W -----Z 15 • 18 NOOiJ'o1·w -----61.87 • NOOiJ'o1·w -----6.83 • N0073'01·w -----60.95 21 N007J'01 W -----26.60 2 1'5558" 227.00 7.66 • 2 1'57'4i 227.00 Z78 • 24+-N'-'-'1"'2.::,'04.:,.,'JO:c=,,;"E=---if----_-_-_--1----"4 . .:c88=---+----~-----i 90'01'53" 43.00 67.57 " 88'34'59 43.00 66.48 N1T48'15"E -----10.56 N/211'45 W -----15.01 • 13'08 47" 193 44.28 • N007J'o1·w -----JBJ.74 6' TYPE 'G' C & G r: \[r,qr \24C7\PA10\f'»p \2407.IOimpiO dwg i1/19/2tJJ3 ID: C'/5' 22 Al1 PS! asp--: . _, ____ ., __ ,._ ..• L ! ) ..... ;-,, .. ,..+ ! I -+------+--- . '~o 4+00 340 · 0Jt1L.ErA I a 11osE RIVE ..... _ . .Re R ... . D _ ... sf_~f:H~'f .1•=40• wj 1•=4• s+oo FOR [iJ & lg] SEE CURB RETURN PROFILE ON SHEET 9 #.()2' . .. ,,.. . P\11 Tk= 7+10 .·[·. P\11 Ei V " ~49.r,l9 , ....... ,. ; A . ,;, ,5.flJ = 24 . .18 13 .oo; vt 85Q- 13.61' • i 4/8=15.70/J' iPRoRL :1NS10E!KN1.JCKL ; . ' ' ' . . ' SCAL : HORIZ. tt=4()' 1-7:RT: 1"=4'' .· .. , ,.,.. ., .. '. ···•'". '. '" ' ' . ' ' 7+00 s+oo ···r-&; -. . ..•...... / ..... . o; . $TA 2f20.00 . . .. l SC~l£1 H9f?17 ,•t4~1· ~.RT.! 1•-:4' I 'SC LE:1 HORIZ, 1•;;,4/J; wt.T1•~4• .. ~~~-~-~'------ PROFILE: RECYCLED WATER STA 3+12.90 SCALE: HORIZ. 1"=40: VERT. 1"=4' CENTER LINE DATA SEWER DATA WAlfR DATA RECYCLED WA lfR DA TA NO. DELTA OR BRG. RADIUS(ft LENG7H(ft) REMARKS NO. DELTA OR BRG. RADIUS(ft LENG7H(ft) REMARKS NO . DELTA OR BRG. RAOIUS(ft 1 NB57J'o1·w -----98.98 CL ARBOR ROSE DRIVE 1 N85i3'01 w -----98.98 6" PVC C-900 , N851J01"W ----- 2 5'00'00" 600.00 52.36 . CD 5-oo·oo· 600.00 52.36 • 2 5'00'00" 607.00 3 N89.4659"E -----76.11 Q) N89.44'2J•w -----94.41 • k'.J> N89'46'59"E ----- 4 90'00'00" 50.00 78.54 • (D N44'46'59"E -----36.29 • k4 N44'46'59"E ----- 5 N0073'01 ·w -----383.67 • CD NOOiJ'01"W -----TB.JO • k's: N0073'01"W ----- 6 15'09'24• 210.00 55.55 • CD N00i3'01"W -----241.52 -6, Noo,3•01·w ----- 7 N14'56'22"E -----71.22 CL ARBOR ROSE DRIVE CD Noo1J'o1·w -----1J1.16 7 15'09'24• 21ZOO STORM DRAIN DA TA ·· .•..• J.J__'.t?;gg• . 210.00 42.88 6" PVC C 900 B N14'56'22"E - NO. DELTA OR BRG. RADIUS(ft LENG71f(ft REMARKS 1 N85iJ'Ot"W -----98.98 18' RCP (/J50-Dl 2 1'48'53" 59J.OO 18.78 • J N00'51'5J"E 8.25 • 4 2'4757" 593.00 28.97 • 5 NB9'46'59"E -----143.61 18• RCP 11350-Dl * WATERTTGHT JOINT BENCHMARK DESCR/PTTON: _,a,,,R,,.ASe,S~Dl,,,SK,._,,,INc...:Ce,ON"-""CR"'E'-"TE"-"'IN,__A"-"S'-"TA:,,N,e,O""AR-"O'--SU=R'-"\£"--'Y--"'ID""'-L _,,ON,_,_ __ _ CENTERUNE OF EL CAMINO REAL LOCATTON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA TTON NO. R1800 288+89 EC ELEVATTON: 311.4D7 M.S.L. DA TUM: _ __,,N::_::,G::..:. V.:.:,,D:.:. . ..::2"-9---~ • HGL PRESSURE ZONE 550 PB.omcrDmGNCONSULTANIS PlANNINO • J!NIIIRoNMJlNrA + ~ • SIIIM!Y/Ol'B 701 8 Street, Suite 800, San Diego, (;A 9210 I 619-235-6471 FAX 619-234-0349 GREGORY M. SHIEWS. R.C.E. 42951 DA1E REDISTRATIDN DESIGNED PM }6._,~ ~ EXPIRES OJ-J1-04 BY, RE~EW: Z..-10•()'( LENG7H(ft) REMARKS 94.68 8" PVC CLASS 150 • 52.97 • • 75.77 • • 61.29 • • 13.69 • • JBJ.65 • • 57.40 • • 64.17 8" PVC CLASS 150 • SURVEY REl'EW: NO. DELTA OR BRG. RADIUS(ft LENG7H(ft) REMARKS -. NB5i3'01·w 100.03 12• PVC CLASS 200 •• "AS BUILT" • 5-oo'oo· 588.00 51.31 • •• ' ' N89'46'59"E 118.72 • .. ' • n N44.4659"E ---20.35 8" PVC CLASS 200 •• '-.-. N007J'Ol"W 23.58 • •• -,,--, N007J'o1·w JBJ.70 . •• 7 • 15'09'24" 203.00 53.70 • •• "Tl N14'56'22'E ---78.17 8• PVC CLASS 200 •• 'T7I NOOi3'i'W ----34.00 12" PVC CLASS 200 •• •• HGL PRESSURE ZONE 550 fSH'ml CITY OF CARLSBAD fsimsl1 ~---+--+------------------4--+---1f---+----l L.1.Q_j ENGINEERING DEPARTMENT L_1lJ ;::::===::'....::::::::::::::::::::::::::::::::::::::::::::::::::::::====~==='. PLANS FOR THE IMPROVEMENT OF: ARBOR ROSE DRIVE BRESSI RANCH PLANNING AREA 10 h;--;;;-;;,,+=-:;;:---t------.;:---;;-;-;-:c-=--------------l---+---1---l-----l 1701/ED: LLO,. HUBBS ~r. ~~~:: p~ 1 '';::':. WA1EK FIii'£ SK'/CS TO 052 PIIRK .f£ffinf .. ~~G1Ntr EXPIRES 12-31-051 ~tr41 DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ~ CHKD BY: __.......,'-I RVWD BY: PROJECT NO. CT 02-14 DRAWING NO • 413-1 .J.N 2407. IC / 042904 -.. T .. i . J. .... 1+00 2+00 // 0 20 40 80 I. \!:_n9r\2407\.PAi:l\i,no\2407.iCimp1l.r!N] li/19/2003 i?:27:13 PM f'5T 3+00 4+00 3+00 PLAN: SEWER LINE 'A: REC WATER LINE 'A', AND STORM DRAIN LINE 'A' 120 SCA/£: 1"=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL_D=N~--- CEN TERLJNE OF EL CAMINO REAL LOCATION: . COUNTY OF ·sAN DIEGO BENCHMARK DES/GNAT/ON NO. Rt BOO 288+89 EC ElEVATION: Jll.407 M.S.L N.G. V.D. 29 ___ _ ........... ., .. I ... · ... l 4+00 5+00 SEWER DATA NO. DELTA OR BRG. RADIUS(ft LENGTl-l(ft) REMARKS CD N89'46'59"E -----91.76 8" PVC C-900 CD N89'46'59"E 140.64 • ----- STORM DRAIN DA TA NO. DELTA OR BRG. RADIUS(ft l£NGTl-l(ft) REMARKS , N89"46'59"E -----116.10 JO" RCP (1350-D! 2 N89"46'59"E -----B.25 " J N58il!'J5"E -----26.10 18" RCP (1350-DJ * * wrJ RECLAIMED WATER DATA NO. DELTA OR BRG. RADIUS(ft l£NGTl-l(ft) REMARKS 1 N89"46'59"E -----226.81 12' S7ER PIPE w/ CMLC• • HGL PRESSURE ZONE 550 PRomcrDFSIGN CoNsuLTANIS l'JAPNNO • .lllMIDOll3NTAL • l!Nl'.llNIIIIRN • St11MIYl'Ol'S 70 l B Street, Suite 800, San Diegn, CA 921 0 I 619-235-6471 FAX 619-234-0349 GREGOOY M ............ s. R.c.E. 42951 DAtt REGISlRA.TION DESIGNED PII SUIM:Y J.-( EXRRES 03-31~M BY: RE\1EW: RE\1EW: NJ.,, z.-10 -i>'f -~ •'• ..... · ...... -, l I L ! .. .. 1 ! ... _ , ... ,. ..... : ........ ., t ' •••.• i •••• I -----------+-~~I --i -; . - L ... ..\. .. i i I I ...... t i ,.,.,1., ... i' I • •••••••• i . ·'·· .... .; .... -; "AS BUILT" DATE fsHml CITY OF CARLSBAD fsHmsl 1----1---+----------------+--+---t---t-----l L1lJ ENGINEERING DEPARTMENT LJ_!_j ;P=L:::AN:::S::::F~OR=TH=E::IM::P;::R::O::VE::::M:::E:::N::T:::OF:::;:::::::::::::::==::'...'.::==~ SEWER LIE '.A: REC. WATER LIE '.A' AM> STORM ORM# LIE '.A' BRESSI RANCH PLANNING AREA 10 l:?VED: LLOYD B. :.~;~;V• t=::=::t:;=;::=t==:==:=============~==t==~==~=~ .E2Eid/ ez,pe" ~ 2-IZ-07 P!JC ,1,. ~IJILT DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: ~ CHKD BY: -'"""'"'-I RVWD BY: PROJECT NO. CT 02-14 EXPIRES 12-31-051 ~'I DRAWING NO. 413-1 J.N. 2407.10 '047.904 .... .... 2. .... .... C :e G') .r:. -" (,,) I -"