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HomeMy WebLinkAboutDWG 418-8; CT 02-19; BRESSI RANCH PA 11; 01-11l BRESSI RANCH TENTATIVE PLANNING MAP CT 02 AREA 19 11 WORK TO BE DONE n-lE IMPROVEMENT fKJRK SHALL 8£ PERFORMED IN ACCORDANCE IIIT/1 THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TH£ CITY ENGINEER. KEY MAP LEGEND ----0----- RIGHT OF WAY SEIIER LINE SEIIER MANHOLE WATER MAIN l>C◄ I ALOl,f AR RECYCLED WATER MAIN STORM DRAIN STREET LIGHT STREET LIGHT PER OWG NO. 400-8 FIRE HYDRANT FIRE HYDRANT PER OWG NO. 400-8 SHEET UM/TS SHEET NUMBf.R ACCESS/-/OLE NUMBER PROJECr SITE VICINITY MAP NOT TO SCALE 'DECLARATION OF RESPONSIBLE CHARGE' I HEREBY DECLARE Tl-IA T I AM THE ENGINEER OF fKJRK FOR THIS PRO-Lcr, Tl-IA TI HA 'I[ EXERCISED RESPONSIBLE CHARGE O'l[R n-lE DESIGN OF n-lE PROJf.CT AS DEFINED IN SECTION 670J OF n-lE BUSINESS AND PROFESSIONS CODE, AND n-lA T THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND Tl-IA T n-lE CHECK OF PRO.ECT ORA IIINGS AND SPEC/f1CA TIONS BY THE CITY OF CARLSBAD IS CONf1NED TO A RE\1EW ONLY AND DOES NOT RalE'I[ ME, AS ENGINEER OF I\ORK, OF MY RESPONSIBILITIES FOR PRO.ECT DESIGN. FIRM: PRO-LCT DESIGN CONSULTANTS -----------·----- ADDRESS: 701 B STREET, SUITE 800 CITY, STA Tr: SAN DIEGO, CALIFORNIA TELEPHONE: (619) 235-6471 BY: H. ~~-----a.. GREGORY M. SHIELDS R.C.£ NO. 42951 REGISTRATION EXP/RATION DA Tr: OJ-31-06 .,_ofESS I 1/,# M. -Slf1. ~~ ,fl~ --z. '-' No. 42951 "' \.\ Exp. 03-31-06 ~ CIV\\. I»-C.0.\.\~ --------------- SHEET INDEX. SHEET I ... . SHEET 2 .. . SHEET J. SHEET 4 TO 11 ... . . . . Tin.£ SHEET. KEY MAP . CQNSTRUCTION N07ES TYPICAL SECTIONS AND DETAILS IMPROVEMENT PLANS AND PROFILES BRESSI RANCH REFERENCE DRAWINGS SE£ DRAWING NO. 400-/J FOR BRESSI RANCH RESIDENTIAL STREET IMPR0"1:M£NT PLANS. SE£ ORA WING NO. 400-BA FOR MASS GRADING AND EROSION CONTROi. PLANS. SE£ DRAWING NO. 400-8C FOR .BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS. SOURCE OF TOPOGRAPHY TOPOGRN'HY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY METHODS FROM INFORMA TION GA n-lERED ON MAY ,r 19~9=/J-BY SAN-LO AERIAL SUR'l[YS AND THE MASS GRADING CONTOURS PER ORA IIING NO. 400-BA TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION n-1/S PROJECT IS LOCATED IIITHIN ASSESSORS PARCEL NUMBER(S) 2/J-122-0J n-lE CALIFORNIA COORDINATE INDEX OF THIS PRO-LCT IS: 1990-6252 BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SUR'l[Y l',Ul ON CENTERLINE OF a CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R18DO 288+89 EC ELEVA T/ON: 311. 407 M. SL DA7UM: N.G. V.D. 29 -~~~~---- SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL 8£ VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SER\1CE ALERT: TOLL FREE 1-800-422-4133; TI\O WORKING DA Y5 BEFORE YOU DIG. OWNER/DEVELOPER NAME: BRESSI GARDENLANE, LLC., A DELAWARE UM/TED LIABILITY COMPANY, AS O'M>IER BY: LENNARA.NR CAMINO PALOMAR, LLC., A DaAWARt LIMITED LIABILITY COMPANY LIABILITY COMPANY, ITS ADMINISTRA Tl'![ MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORATION, ITS MANAGER ADDRESS: 1525 FARADAY AvE , SUIT[ 300 CARLSBAD, CA. 92008 PHONE: (760) 918-7765 NOTE: )H[ CONSTRUCTION OF UNDERoROUND FACIUTIES SHALL NOT BEo/N UNTIL A LETTER HAS BEEN SUBMITTED TO Tl-/£ CITY ENGINEER FROM 7HE SOILS ENGINEER STA TING 7H£ SErm;;:;c~~ IS COMPI.ET[. ITS: V1Lt. P~f1.ai::r.r( BASIS OF BEARING ,. 2. J. 4. 5. 6. 7. 8. 9. 10. 11. CARLSBAD MUNICIPAL COD£ I CITY OF CARLSBAD STANDARDS J /HIS SET OF PLANS RESOLUTION NO.S 5201 (EIR 98-04), 5202 (GPA 9/J-03), 52DJ (2C 9/J-04). 5204 (MP 17/J), 5205 (I.FMP 17), 5206 (CT 00-06), 5207 (HOP 99-06), 5208 (SUP 99-0J:ECR), 5209 (SUP 01-10:Fl.OOD), 5462 (CT 02-19). 7HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) SOILS REPORT ANO RECOMMENDATIONS BY LEIGHTON .t ASSOC/A TES. DA TED SEPTEMBER 8, 1998. Tl-/£ SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY 8£ MOD/f1ED BY 7HE CITY OF CARLSBAD STANDARDS. THE CAUFORNIA DEPARTMENT OF TRANSPORTA T/ON, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MNN TENANCE fKJRK ZONES". THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIF1CA TIONS DOCUMENT NO. 769692. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN, DOCUMENT NO. 769691. TH£ CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS FOR WA 7ER, SEIIEJ?, AND RECLAIMED WA TER. LEGEND QUANTITY UNIT ITEM STANDARD ORA IIING SYMBOL IJl.097 SF 4• ASPHALT PAVING (SEE STREET NOT£ 1)---------CARLSBAD GS-1-------------------~I===~' 450 lF 6' TYPE 'G' CURB & GUTTER-------------------SDRSD G-2---------------------- 1214 lF 4 • PCC SIDEWALK -------------------SDRSD G-1----------------------I\..•:',';_ .~ '°3 6184 lF CONCRETE HEADER -------------------------------------------------------- 15 EA STREET LIGHT. PUtLBOX (9,500 LUMENS}-----SDRSO E-1, •• E-2, CARLSBAD GS-6, GS-21-----~ 19 EA STREET SUR'l[Y MONUMENT--------------------SDRSD M-10----------------------A 4 EA DUAL STREET NAME SIGN (DSN)-----------------SDRSD SDM-102-------------------+ 6 J.276 EA lF 5 EA 4 EA J EA 7 EA J EA /J EA 2,765 lF 910 lF 20 25 25 EA EA EA STREET SIGNS------------------------------SDRSD SDM-102------------------- CONSTRUCTION OF 8' PVC WATER, CLASS N07ED ON Pf.ANS------------cMI\O 21--------- -.----w CONSTRUCTION OF MANUAL AIR RaEASE-----------cMI\O W5-------------------------_JJ,J, 11 ■ -- AIR .t VACUUM VAL 'I[ ASSEMBL Y----------------cMIIO Wl-------------------------A..k\o'. 11 ■ - - CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY---------cMIIO W5-------------------------__ B.Q:._.-- - CONSTRUCTION OF 8' GA7E VALVE" ASS£M8lY-------cMIIO 1176--------------------------~ CONSTRUCTION OF ENDCAP AND 7HRUST 81..0CK ASSEMEII.. Y-------------CMI\O 117.5--------- - - --¾<I CONSTRUCTION OF FIRE HYDRANT ASSEM81..Y--------cMIIO 1172-----------------------f-e--f F.H. s• PVC SEIIER, CLASS N07ED ON Pf.ANS-----------cMIIO 55-------------------------9--- s• PVC SEIIER, CLASS NOTED ON PLANS-----------cMIIO 55-------------------------9--- SEWER ACCESS/-/OLES-------------------------cMIIO 51------------------------ SEWER LA TERAL-----------------------------CMIIO S6, 57--------------------- WA TER LATERAL-----------------------------cMIIO WJ------------------------ --0-- ---<@ ---<® EA IRRIGATION SERVICE-----------------------------------------------------------<(j) 2 1,195 1,091 2 11 8 J J80 EA lF lF EA EA EA EA lF LOCAL DEPRESSION-------------------=-----CARLSBAD DS-1------------------- • 4 ( PRIVATE) 1/J RCP STORM DRAIN---------------------------------------------------- • ( PRIVATE) 24 RCP STORM DRAIN---------------------------------------------------- TYPE 'B' CURB INLET----------~E8l~1Ifl_ -PER SDRSD D-2"------------------ ,, (PRIVATe) TYPE .. ~ ClEANOUT------------Cf'RlVATt)-)-PER SDRSD D-9------------------- TYPE F' CATCH BASIN------------------~--PfR SDRSD 0-7------------------- CONCRETE ANCHOR -------------------------PfR SDRSD S-9------------------- GUARD RAIL------------------------'------PER SDRSD M-JO ------------------ " AS MOD/f1ED BY THE CITY OF CARLSBAD C', ----....__ -::----=-~ I DODD NOT[: 7HE ABOVE" QUANTITIES AR£ FOR BONDING PURPOSES DNL Y AND SHOULD NOT BE USED FOR FINAL PAY QUANTITIES. "AS BUILT" CITY OF CARLSBAD FIRE DEPARTMENT r,_ REQUIREMENTS ~ ./ ~ Q :,\ '3 ~ i:, --/J NO. OF F.H.(S)_t.Fl.OW 1500 G.P.M. OUT OF_L.F.H.(S t."" I ,/ DATE RCE ..-2 EXP'J, -1,(•(7-BLDj-SPRINKLED 0 ... F.A.OW __ G.P.M. i....:;~,::::::=::=::._,....::~:::::;~':::::!.=. ___ _J (_ RE\/EWED BY·d✓ d I -=4 '1 1-~ .___ 'f/r, /e,( /, I /iREMAif_SH°!lL 7 . r "oilf c:-,c;~_,c: J ~--3~1,,(1:l INSPECTOif ~ DA TE THE BASIS OF BEARING FOR THIS SUR'l[Y IS THE CALIFORNIA COORDINATE SYSTEM, NAO BJ, ZONE 6 AND W.A.S ESTABLISHED Bf.TM:EN STATION NO. V-2002 PER R.O.S. 1402J AND STATION NO. SDGPS-41 ESTABLISHED 8Y THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL 800K, I.E., N88"54'05'W. THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURfD DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANG/..£ AT STATION V-2002 IS -0"32'51.881' >---+--+------------------+---lsHE1ETIL__c_1TY_o_F_c_A_R_Ls_s_A_o___.fsHm'sl1 _ ENGINEERING DEPARTMENT L...!lJ QUO 7ED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT 8£ IN TERMS OF SAID SYSTEM. PR.OJECTDFSIGN CONSULTANTS l'IANNINo • llNvnDIMIINTAL • llN!llNemuNo • SlllM!r IClPS 701 B Street, Suite 800, San Diego. CA 92101 619-235-6471 FAX 619-234-0349 11-06-/2 PDC /Z-08·/0 f'OC l·l.1·0(;; POC DA TE INITIAL GINEER Of 1\1'.lRI< ~ '.49-BUILT' f?t.1/!StO DRIVfWAY5 lOTS 11·!5, SHI 4-s WI< CON/JtCT /D/1 1V LA CDS TA -SHT /0 J, If REVISION DESCRIPTION DATE INITIAL Qll,ER APPROVAL CllY APPROVAL PLANS FOR 11-lE IMPROVEMENT OF: BRESSI RANCH RESIDENT1AL PLANNING AREA 11 OWN BY: CHKD BY~ RVWD BY:~ PROJECT NO. CT 02-19 AS- DRAWING NO. 418~8 J,N. 240111 050206 11311 GENERAL NOTES ,. THIS PLAN SUPffiSEOES ALL OTHER PLANS PREVIOUSI. Y APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVcMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/1'£ ANY PORl10N OF THE CARLSBAD MUNICIPAL CODE, RESOLUl10N OR CON0/110NAL APPROVAL, CITY STANDARDS OR OTHER AD0/110NAL DOCUMENTS USTED HERON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS l'IHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RUIM THE DF:VELOPER OR ENGINEER-OF-KURK FROM RESPONSIBIUTY FOR THE CORRECl10N OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCl10N. ALL PLAN REVISIONS SHALL BE PROMPll. Y SUBMtmD TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER IIILL BE REQUIRED FOR ANY KURK IN THE PUBLIC R/GH T OF WAY. PRIOR TO PERMIT ISSUANCE, A CERl1FICA T[ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN A00/110NAL INSURED ON 11iE PERM/TT[E'S POLICY IN 11iE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THf INSURANCE COMPANY WR/11NG TH£ Pct/CY MUST HA'I( A RA 11NG Of 'A' ANO A SIZE CAlfGORY Of CLASS VAS ESTABLISHED BY .BESTS. KEY RA 11NG GUIDE. 5. NO 00/?K SHALL BE COMMENCED UNnL ALL PffiMITS HA VE BEEN OBTAINED FRO/,/ 11iE CITY AND 011iER APPROPRIA T[ AGENCIES. 6. REVISION OF 11iES£ PLANS MAY BE REQUIRED IF 11if PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADL/Nf DAT[ OF THE IMPROVcMEN T AGREEMENT. 7. NO REVISIONS f\lLL BE MAO{ TO 11iES£ PLANS v.lTHOUT 'MIITTEN APPROVAL OF THf CITY ENGINEER, NOTED IIITHIN THE REVISION BLOCK. ON THf APPROPR/A T[ SHEET OF THE PLANS ANO 1171.f SHEET. 8. ORIGINAL DRAWINGS SHALL BECOMf THf PROPfRTY OF 11if CITY UPON BEING SIGNED BY THf CITY ENGINEER. 9. THE ORIGINAL ORA f\lNG SHALL BE REVISED TO RER.ECT AS-BUil T CON0/110NS BY THf ENGINEER-OF-KURK PRIOR TO nNAL ACCEPTANCE OF 11if KURK BY 11iE Cl TY. 10. ACCESS FOR nRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED ro THE PROJECT SIT[ AT ALL nMES DURING CONSTRUCTION. 11. l'IHERE TRENCHES ARE IIITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY KURK SHEETS ANO, (C) COMPACT10N CUR1'£S, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 11if STA 7F OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE naD OF APPUEO SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMlmD TO THE CITY ENGINEERING INSPECTOR 'MTHIN 7llO KURK/NG DA rs OF COMPLfl10N OF nao lfSTS. TH[ WRITTEN nao COMPACl10N REPORT($) SHALL BE IMMEOIA TEL Y SUBM/Tl'FO TO 11iE CITY ENGINEER/NG INSPECTOR UPON COMPLEl10N OF THf nao lfSTS. 12. A PRECONSTRUCl10N MEEl1NG SHALL BE HELO AT 11-IE SITE PRIOR [Q THE BEGINNING OF 'IKJRK AND SHALL BE A TTENOEO BY ALL REPRESENTA 11VES RESPONSIBLE FOR CONSTRUCl10N. INSPECl10N. SUPERVISION. lfSl1NG AND ALL OTHER ASPECTS OF THf 'IKJRK. 111[ CONTRACTOR SHALL SCHEDULE THE MEEl1NG THROUGH THE PERMIT CLERK (760-602-2740) AT LEAST FIVE (5) OORK/NG DAYS PRIOR TO START1NG CONSTRUCl10N APPROVED DRAWING MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECl10N REQUESTS 011iER THAN FOR PRECONSTRUCUON MITTlllG ltlLL BE MADE BY CALLING 11-IE 24-HOUR ENGINEERING INSPECl10N REQUEST L/Nf AT (760!4J8-J891. INSPECVQN REQUESTS MUST BE REC[{VED PRIOR TO 2: OQ P.M, ON THE DAY BEFORE 11-IE INSPEC UON IS NEEQ[D. INSPECl10NS 'MLL BE MADE THE NEXT WRK DAY UNLESS YOU REQUEST OTHERltlSE. REQUESTS MADE AFlfR 2: 00 P.M. VrlLL Bf SCHEDULED FOR TOO FULL OORK DA \'S LA lfR. 14. THE OWNER ANO/OR APPUCANT THROUGH 11iE OE1'£LOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OEVICES, INCLUDING SHORING, AND SHALL BE SOLa Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA If ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LA~ ANO REGULA T10NS. 15. SUBMITT1NG A DETAIL PLAN TO 11if CITY ENGINEER ANO/OR CONCERNED AGENCY SHO'MNG THE DESIGN OF SHORING, BRACING, SI.OPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECl10N FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCA VA 110N OF SUCH TRENCH OR TRENCHES OR OUR/NG THE P/Pf /NSTALLA 110N 111EREIN. 111/S PLAN MUST Bf PREPARED FOR ALL TRENCHES nVE: FEET (5') OR MORE IN DEPTH ANO APPROVED BY TH[ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA noN. IF 11-/E PU,.N VARIES FROM THE SHORING SYSlfM STANDARDS ESTABLISHED BY THE CONSTRUCl10N SAFETY ORDERS. 1711._E 8 CALIFORNIA ADMIN/STRA 111'£ CODE, 11iE PLANS SHAU BE PREPARED BY A REGISTmEQ ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF 11if OSHA EXCA VA 110N PERMIT MUST BE SUBM/TT[D TO THE INSPECTOR PRIOR TO EXCA VA 110N. 16. IF ANY ARCHEOt,OGICAL RESOURCES ARE DISCO\,[REO 'MTHIN ANY WRK ZONE OUR/NG CONSTRUCnON, OPERA T10NS ltllL CEASE IMMEJJIA ITT Y. ANO THE PERM/Tiff VrlLL NOl1FY 11if CITY ENGINEER. OPERA noNS f\lLL NOT RESTART UNT1L 'fHf PERM/Tl'FE HAS RECEJvfO WR/TlfN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 17. ALL OPERA 110NS CONOUClfO ON THf Sllf OR AOJACEN T 11iERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. OEPAR7URE OR OPERA nON OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCl10N EQUIPMENT AND ANY OTHER ASSOC/A lfD GRADING EQUIPMENT SHALL BE UM/lfD TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY 'THROUGH FRIDAY ANO NO [ARTH MOVING OR GRADING OPERA 110NS SHALL 8E CONDUCTED ON WEEKENDS OR HOLIOA YS. (A UST OF CITY HOf_/OA rs IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNlfR.) 18. ALL Off Sllf HAUL ROUTES SHALL BE SUBMITlfD BY 111E CONTRACTOR TO 'THE CITY ENGINEER FOR APPROVAL TIIO FULL WORKING DAYS PRIOR TO BEGINNING OF OORK. THE CONTRACTOR SHALL BE RfSPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 111E HAUL ROUlf OR ADJACENT STREETS AS A RESULT OF THf GRADING OPERA noN. 19. NO BLAST1NG SHALL BE COMMENCED Vrl'fHOUT A CITY ENGINEER APPROVED BLASl1NG PROGRAM. 20. THf EX/SlfNCf AND LOCA 110N OF UTILITY STRUCWRES ANO FACIUl1ES SHOWN ON THE CONSTRUCnON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATlfNT10N IS CALLEO TO THE POSSIBLE EXISlfNCE OF OTHER unuTY FACIUT1ES OR STRUCWRES NOT SHOWN OR IN LOCA noN DIFFERENT FRO/,/ 111AT SHOWN IN 'THE Pl.ANS. THf CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU110NARY MEASURES TO PROlfCT TH[ ununES SHOWN ON THE PLANS AND ANY OTHER EXIST1NG FACIL/11ES OR 21 22. STRUCWRES NOT SHOWN. 111[ CONTRACTOR SHALL VERIFY THE LOCA noN OF ALL EXISl1NG FACIUl1ES (AB01'£GROUND ANO UNDERGROUND) WITHIN THf PROJECT SITE SUFFICIENT1_ Y AHfAO OF THE CONSTRUCl10N TO PERMIT 111[ REVISIONS OF THf CONSTRUCl10N PLANS IF IT IS FOUND 111A T THE LOCA noNS ARE IN CONFLICT 'Ml1i THf PROPOSED 'NORK. THE CONTRACTOR SHALL NOnFY A/TECTEO UTILITY COMPANIES (SEf BELOW) AT LEAST 00 FULL OORKING DAYS PRIOR TO STARl1NG CONSTRUCl10N NEAR THEIR FACIUl1ES AND SHALL COORDINATE KURK 'MTH A COMPANY REPRESENTA 111/E. UNDERGROUND SERVICE Al.ER T SOGJtf SBC ADELPHIA CABLEVISION COX COMMUN/CA 110NS CITY OF CARLSBAD (STRE£TS ANO STORM DRAIN) • CITY OF CARLSBAD (SEWER.WA lfR cl: RECLAIMED WA lfR) • SAN DIEGUITO WA 7fR DISTRICT • LEUCADIA WASTEWA lfR DISTRICT • VALLECITOS WA lfR DISTRICT • OL!VENHAIN WA lfR DISTRICT • BUENA SAN/TA 110N DISTRICT • AS APPROPRIA If (800) 422-41JJ (800) 660-7J4J (800) 892-012J (760) 438-7741 (760) 806-9809 (760) 434-2980 {760) 438-2722 {760) 6JJ-2650 (760) 753-0155 (160) 744-0450 (760) 753-6466 (760) 726-1340 S. D. 8. & E. NOTES 1. 11if EXCAVATOR SHALL CAREFVLLY HANO DIG 11111i/N 2-FEfT OF 11if NATURAL GAS TRANSMISSION UN£ 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 2-FEET OF ANY PORl10N OF THE NA 11/RAL GAS TRANSMISSION UN£ J. IF ANY CONTACT OF THf P/Pf IS MADE, EVEN IF THERE 15 NO VISIBLE DAMAGE, 11iE CONTACT AR£A MUST BE IMMEOIA TEL Y INSPEClfO BY AN SDGJtE WELDING INSPECTOR. m,s MA y SIGNIFICANT1_ Y DEi.A Y YOUR JOB IF SHORING OR OTHER SAFFTY PRECAUl10NS ARE NEEDED TO ALLOW THE /NSPECnON. 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT ANO STANOBY, CALL USA (800) 227-2600. STREET NOTES 1. ACWAL STRUCWRAL SECl10NS WILL BE OElfRMINED AFTER •R• VALUE lfSTS HA VE: BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF 11iE STA If OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN 111[ nao OF APPUEO SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE •R• VALUE TESTS ANO TH[ ENGINEERED STRUCWRAL S£CT10N MUST Bf SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL, A MIN/MUI,/ OF 00 (2) CITY 'NORK/NG DA rs BEFORE 11iE 'NORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANDHOLDS SHALL Bf SHOWN ON THE •AS-BUil T' PLANS. NO 0/RECT BURIAL STREET LIGHT FOUNOA 110NS f\lLL BE ALLOWED. ALL LUMINARIES SHALL Bf •cuTOFF• rr1'£ J. ALL UNDERGROUND Ul1L/11ES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCl10N OF CURBS, CROSS GUTlfRS OR SURFACING OF STREfTS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRElf P/Pf v.111i A MINIMUM 0-LOAD OF 1,J50. FOR PR/VA TE STORM DRAINS, P/Pf UP TO 15• P\-t: MAY BE Ul1UZEO PROVIDED DEPTH IS LESS 11iAN 15 FEET ANO BACKFILLED 'M'fH J/4• ROCK PER SORSO S-4 m'E •c• ANO P/Pf MEETS AS7M STANDARD J034 FOR 35 S0/../0 WALL PIPE. 5. l'IHERE AN EXISnNG PIPE LINE IS TO BE ABANDONED IT SHALL BE REM01'£0 v.lTHIN 11ITTITY FEET OF BU/LO/NG OR STREET AREAS ANO REPt..ACEO WITH PROPERLY COMPACTED SOILS. IN 011iER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. l'IHEUCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 1111.E 24, CALIFORNIA AOMINISTRA 11VE CODE. 7. STREET TREES SHALL 8E INSTALLED PER SECl10N IV D.J OF 11i£ CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE H'rVRANT MARKERS SHALL BE PLACED IN THE STREET 'Ml1i/N THE LIMITS OF 'NORK OF THIS PLAN PER SORS OWG M19. 9. ALL SUR1'£Y MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS OORK SHALL BE Rf-ESTABLISHED, PERPEWA lfO, AND OOCUMENlfD PER 111[ PROFESSIONAL LANO SUR1'£YORS ACT. 10. TOO (2) SETS OF SUR1'£Y (CUT) SHEETS SHALL BE PROV/OED TO n-lf CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES 1. THf CONTRACTOR IS RfSPONSIBLf FOR ALL SIGNING ANO STRIPING. 2. SIGNING, STRIPING SNO PA VcMENT MARKINGS SHALL CONFORM TO THE LA lfST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPEC/nCA noNS (JUI. Y 1999 OR LA TEST VERSION THEREOF), THESE PLANS ANO 11iE SPECIAL PROVISIONS. J. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBUC OORKS DIRECTOR OR HIS REPRESENTA 11VE, PRIOR TO INST ALLA 110N. 4. ANY DEV/A noN FROM THESE SIGNING ANO STRIPING PLANS SHALL Bf APPROVED BY THf ENGINEER OF 00/?K ANO PUBLIC IIORKS DIRECTOR PRIOR TO ANY CHANGE IN 111[ naD. 5. ALL SIGNING ANO STRIPING SHALL BE RffiECl11'£ PER CAL TRANS SP[C/FICA 110NS. STRIPING SHALL BE REPA/NlfO TOO WEEKS AFlfR IN/11AL PAINl1NG. SIGNING SHALL USE ENCAPSULAlfD LENS REFLECl11'£ SHE£11NG (HIGH INTENSITY OR £QUAL). 6. PRIOR TO nNAL ACCEPTANCE OF STREET IMPR01'£MENT, ALL STREET STRIPING AND MARKINGS WTHIN A 500' PERIMElfR OF 11iE CONTRUCl10N PROJECT WILL BE RESTORED TO A "LIKE NEW" CON0/110N, IN A MANNER MEEl1NG 'THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCA 110N OF STRIPING AND STOP LIMITS SHALL Bf APPROVED BY THf PUBLIC OORKS DIRECTOR OR HIS PRIOR TO INSTALLA noN. 8. CONTRACTOR SHALL REMOVE ALL CONFLICl1NG PA/NlfD UNES, MARKINGS AND PA VcMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPll. Y REM01'£0 8Y THE THE CONTRACTOR. 9. ALL PAVcMENT LEGENDS SHALL BE THE LAlfST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LJN£S AND CROSSWALKS SHALL 8£ FlflD LOCA 7ED. CROSSWALKS SHALL HA VE 10' INSIDE DIM£NSION UNL£SS OTHERv.lSE SPECIFIED. 11. ALL CROSSWALKS. LIMIT LINES, STOP 8ARS, PA VcMENT ARROWS ANO PAVEMENT LEGENDS SHALL Bf 111ERMOPLASl1C UNLESS OTHERWSE SPECIFIED. 12. nRE HYDRANT PAVEMENT MARKERS SHALL CONFORM THf LA lfST CAL TRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWNG 1./-19. 13. ALL MEO/AN NOSES ANO FLARES SHALL BE PAINlfD filLOW. ,4. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAmc MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POST SHALL BE SQUARE PERFORAlfD srrn. TUBING mm BREAKAWAY BAS£ PER SAN DIEGO REGIONAL STANDARD ORA VrlNG M-45. 16. WEN A SIGN IS A ITACHED TO A PO/_£, IT SHALL BE MOUNlfO USING A STANDARD CITY MOUNl1NG BRACKET WITH STRAPS. '7. EXISl1NG SIGNS REMOVED BY 11iE CONTRACTOR SHALL 8E OUIVEREO BY THE CONTRACTOR TO 111E CITY OF CARLSBAD PUBUC KURKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL Be NEW SIGNS PROVIDED ANO INSTALLED BY 111[ CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISnNG TO RUOCA lfO OR TO REMAIN. CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WA 7fR MAIN ANO APPURTENANCES SHALL BE CONSTRUClfO IN ACCORDANCE WITH THE •cARLSBAD RULES Jt REGULAnONS FOR THE CONSTRUCnON OF POTABLE WAlfR MAINS-CARLSBAD MUNICIPAL WAlfR DISTRICT,• OCTOBER 199J OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVAT10N PERMIT FRO/,/ THf DIVISION OF INDUSTRIAL SAFFTY AND PROV/OE PROOF OF OSHA N011FICA TION BEFORf ANY EXCAVA 110N AND SHALL AOHERf TO ALL PROVISIONS OF 11if STA If CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNEC110N OR SHUT DOWN OF VALVES ON EXISTING C.M. W.O. LINES, A PERMIT SHALL Bf OBTAINED FROII 11if C.M. W.O. OFFICE AND MUST BE SIGNED ANO APPROVED BY THf CITY OF CARLSBAD DEPUTY ENGINEER AND DISTRICT SUPER/NlfNOENT. 4. A PRECONS7RUCl10N CONFERENCE MEfnNG SHALL Bf Hao A MINIMUM ON SEVEN (l) DAYS BEFORE CONSTRUCl10N BEGINS. CONTACT 11iE CITY OF CARLSBAD ENGINEER/NG INSPECTION DEPARTMENT-TELEPHONf NO. (760) 4311-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOl1FY THE CITY OF CARLSBAD ENGINEERING INSPECl10N DEPARTMENT 48 HOURS PRIOR TO START1NG WRK so 111A T INSPECl10N MAY BE PROVIDED-lfLEPHONE Na (760) 438-3891. 6. NO TREES OR STRUC11JRES SHALL BE ALLOIIED IN THE WA lfR UNE EASEMENT. ALL EXJSnNG TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMMfNCEMENT OF OORK-ANY EXCEPl10NS SHALL REQ!J/Rf WR/Tl'FN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTFO BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRA lfS THAT PROTECnON CAN Bf PERFORMED IN ANOTHER MANNER, 11iE DEPUTY ENGINEER ,IILL CONSIDER ANO AL lfRNA If FORM OF PROlfCTION. B. THE EXACT HORIZONTAL AND VERl1CAL ALIGNMENT ANO rrPf OF MA lfRIALS OF THE FIRE LINE LOCA TEO BET'r'IITN THE DETECTOR CHECK VAL 1,£ ANO BUILDING SHALL BE DElfCTOR CHECK VAL~ AND BUILDING SHALL BE OElfRMINED BY THE CITY OF CARLSBAD F/Rf MARSHAL 9. ALL RECLA/MEO WA lfR MAINS AND APPURlfNANCES SHALL BE CONSTRUCTED IN ACCORDANCE 111TH THE "CARLSBAD RECLAMA 110N RULES ANO REGULA noN FOR TH[ CONSTRUCl10N OF RECLAIMED WA lFR MAINS-CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 199J OR AS AMENDED. 10. ALL MElfR BOXES SHALL 8E 11•,.30•,12• POf_YMER CONCRETE, ARMORCAST OR EQUAL. 11. ALL POTABLE WAlfR SERVICES SHALL BE 1• ANO ALL POTABLE WAlfR METERS SHALL BE 1'1 (UNLESS 011iERfl1SE NOlfO ON PLANS). 12. MINIMUM SPACING BETWEEN POTABLE WAlfR LAlfRALS ANO SEWER SERVICES SHALL Bf 5 FEET. 13. THE TOP OF THE WAlfR MElfR BOXES SHALL BE FLUSH 11111i THE FINISHED SURFACE GRAD£ SEWER NOTES 1. ALL SEIIER MAIN ANO APPURTENANCES SHALL BE CONSTRUClfO IN ACCORDANCE 111TH 11iE "CARLSBAD MUNICIPAL WA 7fR DISTRICT'S SEWER SYSTEI,/ -DESIGN CRITERIA, STANDARD DRAWINGS ANO SPEClnCAl10Ns', LA lfST E0/110N, ANO 11/E STANDARD SPEC/FICAl10NS FOR PUBLIC 00/?KS CONSTRUCnON, LAlfST E0/110N (GREEN BOOK). ' ' 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVAl10N PERMIT FROM 111f DIVISION OF INDUSTRIAL SAFFTY BEFORf ANY EXCAVAnON ANO SHALL AOHERf TO ALL PROVISIONS OF 111E STA If CONSTRUCnON SAFETY ORDERS. J. BEFORE ANY CONNECl10N TO THE DISTRICT'S EXISl1NG SYSlfM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD DEPUTY CITY ENGINEER ANO DISTRICT SUPER/NlfNOENT. 4. BEFORE CONSTRUCl10N BEGINS IN ANY PUBUC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOl1FY THE CITY OF CARLSBAD ENGINEERING INSPECl10N 48 HOURS PRIOR TO 8EGINNING CONSTRUCl10N (TELEPHONE: [760} 4J8-3891.) SPECIAL NOTES THE FOf_LOWING NOlfS ARE PROV/OED TO GIi,£ OIRECT10NS TO THE CONTRACTOR BY THE ENGINEER OF OORK. THE CITY ENGINEER'S SIGNA TUR[ ON THESE PLANS DOES NOT CONsnmTE APPROVAL OF ANY OF THESE NOif$ ANO THE CITY WILL NOT 8E RESPONSIBLE FOR 11iEIR ENFORCEMENT. 1. THE LOCAl10N OF EXISl1NG UT1Lll1ES ARE BAS£ ON AVAILABLE RECORD /NFORMAnON. CONTRACTOR SHALL 1'£RIFY THE LOCA 110N ANO aEVA 110N OF ALL EXISnNG FACIUl1ES (ABOVE GROUND ANO UNDER GROUND) 11111i/N THE PRO.LCT S/lf. THIS WRK SHALL BE PERFORMED SUFF/CIENll. Y HEAD OF CONSTRUCl10N TO PffiMIT CITY APPR01'£0 REVISIONS TO THE CONSTRUCl10N PLANS IF AClUAL LOCA 110NS ARE FOUND TO BE IN CONFLICT 11111i 11iE PROPOSED OORK. CONTRACTOR SHALL NOT1FY ENGINEER OF KURK OF ANY CONFLICTS OR ANY 0111ER UTILlnES ENCOUNlfREO PRIOR TO PROCEEOING 111TH CONSTRUCl10N. 2. ATlfNnON /5 CALLEO TO 111E POSS/BL[ EXISTENCE OF OTHER UnLJTY FACIU11ES OR STRUCWRES NOT SHOWN OR IN A LOCA 110N DIFFERENT FROM THAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROlfCT THE UTILITY LINES, FACIUT1ES, OR STRUC11JRES, SHOWN ANO ANY OTHER LINES, FACIUl1ES, OR STRUC11JRES, NOT OF RECORD OR NOT SHOWN ON 11iESE PLANS. ANY PA VcMENT OR OTHER EXIST1NG SURFACE IMPRO\£M£NTS DAMAGED BY CONTRACTOR SHALL Bf REPLACED AS REQUIRED BY 111[ CITY OF CARLSBAD ENGINEERING DEPAR'/MENT. J. SAFETY PRECAUnONS ANO AOEQUA If BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT ALL nMES. NEITHER 11iE OWNER NOR THE ENGINEER OF OORK WILL ENFORCE SAFETY MEASURES OR REGULA 110NS 11iE OWNER ANO/OR APPUCANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY OEVICES, INCLUDING SHORING. AND SHALL BE Sot.a Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LA~ ANO REGULA 110NS. 4. ALL LENGTHS ANO DISTANCES FOR IMPROVcMENTS SHOWN ON 11iES£ PLANS ARf MfASUREO IN A HORIZONTAL PLAN£ 5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPUANCE 111TH ALL CURRENT LOCAL, STA 7F ANO FEDERAL REGULA 110NS. 6. 11if KURK TO BE OONf SECl10N ON 111/S SHEET LISTS 11/f STANDARD SP£ClnCA TIONS AND ORA WNGS USED OUR/NG THf IMPROVcMENT PLAN/GRADING PLAN DESIGN. THESE PLANS HA vf BEEN PREPARED IN ACCORDANCE WITH THE CURRENT , ED/110NS OF THf STANDARD SPEClnCAT10NS AND DRAWINGS IN EFFECT ON THf DATE OF THf S/GNAlURf BY THf ENGINEER OF KURK. "AS BUILT" /NSPECTO/( "' ·11 /4 ,../,a DA1f l---+--+------------t---t--i---t--ilsH2EETl~_c_,TY __ o_F_c_A_R_L_s_s_A_o~~1 _ ENGINEERING DEPARThAENT l___!!__j Pl.ANS FOR THE IMPROVEMENT OF: BENCHMARK PROJECTDP.SIGN CONSULTANTS l'IANNIND • ENwiOIMl!NrAL • ilr«llNllllRIN • SUIMIY /OP.I 701 B Street,, Suile 800. San Diego, CA 92l01 BRESSI RANCH PLANNING AREA n DESCR/Pl10N: _,BR=AS""S'--'O""ISl(""---'l!..!.N---"CON=C"c'R"-ETE:"'-"IN.!....c!A..,,sceTAc,cN,e:D!.!!AR-"'0'--'S""U~R_,_,1'£Y'--'----'WELL='--'O"'-'N'-------- ON CEN lfRLINE OF a CAMINO REAL LOCAl10N: COUNTY OF SAN DIEGO BENCHMARK OESJGNA T10N NO. R1800 288+89EC UEVAl10N: J11. 407 M.S.l. DAWM: N.G. \/0. 29 --------- 619-235-6471 FAX 619-234-0349 APPROVED: 15-0~?.,._t H~S !EXPIRES 1~,7il ENGINEER OF KURK '-" r., • <"'.[=~•~:4/~~'.Jl!A~lt==:J ~GRE=GOR=Y~ M.SH=1E1.D~S,~R.=c.E......,.42'°'•90I ..-----,D""Air=-s~=Q=~""~"'~""ON,..,1--oe-."'DES1""B':."'. ED'"'-RE>1EW:"'pw•.--·~'"R"'IO"'.-, lcl"l-"0~'·"12,+-P;;;D:;-:C,-t-;l't,);;-\,,,A ;.-5-:--"8"U"/ L,Tr •· -------------1i---t---r--r---, ;:· BY: ---·;ROJEC T N~. ORA WI NG NO. )-\___ N.:.J,,. 7-·u,-o'( EDNGAINTEEER~lllWORALK DATE INlllAL DATE INlllAL CRHVWDKD BBYY:. w& CT 02-19 418-8 ✓ -a-c,-REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL .£:!:!. 'AS-BUIL 1' JN. 2407.; r ' . 091404 39' GRASS-LJNED SWALE----i::-S,------'2"'2_' ----1------"7 7.__• ---+~ GRASS-UNED SWALE: (VARlt!'i) /4-' 1 12' 12' 5' (VA RltS) EASEllfNT' ,]' MEANDERING TRAIL-+-~ --------.. ~--.. 2:1 MAX 4• D.G. 'MTI-I SOIL BINDER P RKIN TRA \fl. TRA \fl. 5' STRUC7URAL SECTION PER CITY OF CARLSBAD STANDARD SPECIF/CA TIDNS CONCRETE: HE:ADER SE£ DETAIL '8' 10' 10' ~---,------i STORM DRAIN SEWER WA/ER PRNA TE PROPOSED smEET 0 KEENELAND DRl'vf: -------FROM STA. 5+85.47 TO 9+87.62 KEENELAND DRIVE -------FROM STA. 2+24.J4 TO J+49.98 ALLSTON STREET-------FROM STA. 21+95.71 TO 8+41.Jl TYPICAL SECTION NO SCALE: ,,....,,.---4,.,-. ______ ..,__"----_itl----------"-44,__' _______ lf._-i.../ ~~ · GRASS-LINED SWALE:_:_...,,__----.j~----"22,:_' ____ +-----=-2~2• ____ --,,'-Jl i,---,, GRASS-UNED SWALE: (1/A!(IESJ 14' ) 12' 12• 7• /4' (i/ARle5) EASEMENT ) TRA \,fl TRA \/FL PARKING E:ASEM£N J' MEANDERING TRAIL-t--. ~-.._,...--r--•"\ 4• D.G. WITH SOIL BINDER . CONCRETf: HEADER SEE DETAIL 'B' STORM DRAIN 10' <o 10' WATf:R PRNA TE PROPOSED smEET © KEENELAND DRIVE -------FROM STA 5+17.75 TO 8+0J.9J KEENELAND DRIVE -------FROM STA. 1+50.59 TO 4+27.55 MUIRFIELDS DRl'vf: -------FROM STA. 1+98.JO TO 5+20.72 TYPICAL SEC770N NO SCALE • I DETAIL: •a• NO SCALE J' M£ANDERING TRAIL RIGHT-OF-WAY -DITCH ...l.-,..---------E:~=t-. ~~-,3-eefl~.L --~(V,_~i!it3~±r--- S! ~,-- - • co - .__A PR/VAT[ smEET ----f--- 1 PARKING EDGE OF PA\IFM£NT/HEADER DETAIL: TYPICAL DRIVEWAY NO SCALE: 7' EASEMENT PARKING . J' AC PA\IFMENT 2:t -- NO SCALE • • . Fl. GRASS LINED DITCH 1 • • SECTTONB-8 NO SCALE ~ .... fl. '-, R/W t I VAR11;:; ¥---.,_,-r-VARlf5 I VA/ilf5, VARIES ' t LOT NUMBER 1 2 J 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2:t -- I.£ AT DROP TO LENGTI-I I.E. AT MAIN MAIN IN FEET P.L (RISE) 293.10 0.80 21.JJ 274-.2J 260.15 1.2 17.5 262.0J 255.94 t.2 22.0 257.55 255.77 1.2 22.0 257.37 ----20.0 292.14 t.2 22.0 297.0J 292.63 1.2 22.0 297.45 293.47 t.2 22.0 295.90 294.0J 0.50 40.0 295.29 293.98 0.80 4169 295.69 293.45 ,.2 22./J 296.4J 292.08 1.2 22.0 293.68 -292.02 1.2 22.0 29124 294.44 1.2 22.0 296.89 294.95 1.2 22.0 296.82 296.44 1.2 22.0 298.11 297.98 1.2 22.0 299.77 299.75 1.2 22.0 JOI.JS 301.4J 0.80 39.16 302.94 JIJ.06 1.2 90.56 316.64 311.56 1.2 50.42 313.84 --.f68.6T 1.2 22.0 310.95 305.09 1.2 22.0 306.96 299.72 1.2 22.ii--J01.J2 298.80 1.2 22.0 300.40 VIIR 165 vARIES I 2-8• PVC (SDR-35) DETAI~ NO SCALE tOT5 f-5 AND 25 FILTE.l', FA1'f(/C· NERLAP 12" MIN. OETAIL 'C' NO SCALE LOTS 14-24 SLOPE EDGE OF (%) '\'Mr. El.El (E.P.) 1.71 278.42 4.38 267.0t 2.05 262.5J 2.00 261. 79 18.45 303.53 18.10 302.95 6.15 301.40 2.6 299.JJ 2.0 299.87 8.90 301.43 2.0 303.63 20.0 JOJ.74 6.25 301.89 2.35 301.62 2.JS JOJ.11 2.95 304.77 2.0 306.29 2.0 307.73 2.68 -321.64 2.16 318.81 5.55 315.95 2.35 311.76 2.0 306.17 2.0 305.39 DEPTI-I SEWER TOP OF WA/ER REMARKS BELOW E.P. STATION CURB STATION AT P.t. AT WA/ER 4.19 4+46.39 4+04.DD 5.0 5+66.10 5+56.10 5.0 8+32.59 8+42.59 --------------------------------4.44 6+70.59 6+80.59 ------ 6.5 3+97.05 4+24.90 ---------- --------------------------5.5 3+44. 11 3+87.05 5.5 2+03.72 2+13.72 4.0 0+9J.08 6+90.00 4.t 1+18.08 1+08.08 5.0 2+06.72 2+16.72 9.75 4+06.50 J+64.51 6.5 4+16.72 4+26.72 5.0 6+73.92 6+8J.9J 5.0 6+21.21 6+11.66 5.0 4+85.J7 4+75.Jl ~-5.Q J+J5.22 3+25.22 4.9 f+96.89 1+86.89 4.78 0+58.92 0+66.74 ~--·s.o ---1+10.DD f+00.00 5.0 1+61.85 1+51.85 5.0 2+62.35 2+52.35 s.o 3+65.97 3+54.97 5.0 4+85.J7 4+74.Jl 5.0 5+05.77 4+95.77 -1: ~l l'Z"Xl2" • I f>ET. 6" ANO IZ" PVC ' AREA DRAIN ---- Q •• , .. Rl!:HT-OF·WAY PRIVA1e STRetT -----{. ---- DETAIL 'D' NO SCALE: LOTS GJ l3 "\.--___..._____......./'-.., & ~---r-----------.,/'---......-........., __ ..__..,,,--~~~ /1..ECtJMMENOEO PAVEMENT SeCT!ON UTL/ZING-CLASS '1 AGGl{l-GATE OI\SE A51H4LT LOCATION TRAFFIC [)£S!G/J cmo,NCCJ<NE~" INDEX ~ -VALUE " """ {!NCI-/EB CL459 Z ( A~Gli'6~Tee,~ ff//CKNf-$ {!NC.Ht.6) /11LJ/RFIED5 CIR/I//;, srA. No. 01,0 To 5too ' 0 31. 4· 0 7. 0 l MUIRFIEL05 OR/VE, G l'f 4 I} I 0 STA. N/J. 5ta0 TO 7f2G ,O -I. t-----,-K=E=EN=L~Ac---i'Ncc-D~D=R=1ve"",~-1------1f------l------+------1i t--~ST.",--i;\C,.C. N""'O~--",/t""0"'"0"""'7i,i,.,O ""'r;""'t Oi'-'0--lf----~--o--lf----1_1 __ f----_4_. o_--+ __ 11_. o_--11 KE~NLAND OR/VG STA. NO. GtOO TO tr+ro G.O /4 4.0 12. 0 1 1------------<f------+-----+--------1--------➔ K[WL4NO DRIVE ( S1A. NCJ. ( Ot~O TO 3f00) ANO ALLSTON 6TRt.5T (ST4. NO, G.O I& f.(] 120 I 1--"""o""'t 5,_,c,~10'-,,-'-4+""oc,;o.,._1 -'io--~~· ---+---~f-----+----+-------1< KeeNLAND DRIVE 1 (gTA. NO. 3100 TO 8+40) C.0 21 4-.0 10 0 ALLSTON STREBT O g ~ (5TA. NO. 4-fOO TO e+50) G.0 3 4.0 .0 "AS BUILT" RCE 429g DATE RE\1/EWEO B~ C • -2 ¥'-', A4J,:., INSPECTOR I -. ,__-+--+-------------+--+--+---+---~1sH3EETl~_c,_rv_o_F_c_A_RL_s_B_A_D~~1 ENGINEERING DEPARTMENT LJ_1_j T: \Eri-Jr\24()7\PAll\/rr,p\2407 1 r;'rnpOJ.dw9 C7/2\/ZQC4 :,,j:21·44 PM POT BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON ON CfNIERLINE OF a CAMINO REAL LOCA TIDN: COUNTY OF SAN DIEGO BENCHMARK DESIGNA nON NO. R1800 288+89EC ELEVATION: 311.407 M.S.L. DA7UM: N.G. V.D. 29 0 PRomcrDFSIGN CONSULTANTS l'I.ANNINO • ~ • l!NoiN!auNo t SUIM!YIOPS 701 B Street. Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 ENGINEER OF WORK DA TE REQSlRA TlON DESICHJ> P~ SUR\£Y EXPIRES 03--31-01 B'I: REVIEW: RE'll£W: 1-U,-ot.( DA TE INITIAL ENGINEER Of' WORK REVISION DESCRIPTION PLANS FOR TI-IE IMPROVEMENT Of: BRESSI RANCH PLANNING AREA n DATE INITIAL DATE INITIAL g:D 8JY: "' OTHER APPROVAL Cl1Y APPROVAL RVWD BY: - PROJECT NO. CT 02-19 DRAWING NO. 418-8 'AS-BU/LT' J.N. 2401.11 Ul □ ffi~ !lGI w~ o 00 -I ...a 00 ...a < --r - ' . 1 310- a--t----+--+--+---+--+--+--295 + I 18· RCP ,-i 121.~ LF 9 ,.QO~ Q,a, = 9.0 cr.i V.,i = /;., ~SI 000 'f/TJ' 29{)- \ 0+78.55 A.H. N0.73 ·-· ··-·· "·---· .. ··-NOT£: : i i ! [ i : I , ! i i UN/._f~ 01\N qMRlll$c. EDGf Of P ~ \.OIEN fl;E'V~ 11o,y .12! RlqHT OF C£NTOONE FROM STA. 'f98.JO O : . 5+20,?2 QIJ~LS CEl'llfRUN£ MINUS 0.24' ~N FROM , st,4. ~+O .71., TOf 7+28.q8 EQUALS CE~TERIJN Pll)S p:04'. -.)__ l----, --l --. --... . . f • . i i Pit ?TA'= f +sp , +---~+-~+-~--t--~-+--+-~~---'----+---+~----t~---+ Pit Elff"" J04.J5 · ! - ' , .. __ _ 5• It'~ 266.~ 'i.F o o.~o~ ., ' i9" ~ ~----- u 0.78 1 290:28 -, --.. ~ ·--i PROFILE: MU/A ELbs DRIVE 1 PR/Y. 1+00 1SC,LE: HO{?ll.i 1 i40: 11£'Rt. ' *f .. 2f()0 1 , I ' I 3f00 STORM DRAIN 'C' Sff SHEET ft 20' PR/VA TE ORA/NAG£ I d ,_I ~I _,I ...,1 . o _,I 81u · . "'I EASEMEl'IT P[R ANAL MAP "'1"' ;:.J ,.._ ,_ ..,., - ~I I ,,q;i1 ~I ~I "' ·"" ": ·I ~I 101 :gl Ii: ~ !1 +I +I ;ti I'.: ~ ) "j "j : I ( ( ( I s ------.---' --r-~-~ ~ -:~• 4f · A.~ 4 2.po, I([~ 11.44 'so· It'• ~0.72_,2' RT J : I 5+49. 72 MU/RFIELDS DRl"f:=~ 8+67. Jg K[ENELAND DRl',f 8"x8"x8"Fl.G CROSS 4 [A~8" Fl.G X PJ GV t EA~2" 80 t EA~2" MAR 2 £A~2" AV.A. /2 PLAN: MUIRRELDS ORNE (PRNA TE) SCAL[: ,•=40' ! ; J./s' co$ MIN. -' ' (tJ, f 1-h' J Cj BENCHMARK PR.omcrDESIGN CoNsULTANJS l'LINNINO • ~ • .llNalNm!RINo • SUlM!YIOPS 701 B Street., Suite 800, San Diego, CA 92101 0 20 40 80 r: \frqr\.C·407\F'A I) \,r,'11p \2407 I :1MP04 Cwg ')7 /1?/?CC4 : 1 2-4. 41 ."1M iJQ T f 0 Df:SCRIPllON: IJRASS DISK IN CONCR[T[ IN A STANDARD SUR',fY ~L ON CENTE:RUNE OF EL CAMINO REAL. LOCA 710N: COUNTY OF SAN DIEGO IJ[NCHMARK 0£S/GNA 710N NO. Rt 800 288+89 EC ELEVA 710N: 31'.407 M.S. L. DA lUM: _ _:.,N::..::.Gcc. V.c:,,D,,_. _,,2cc9 ___ _ 619-235-6471 FAX 619-234-034(} GREGORr ,.. SHIELDS. R.C.E. 4'29u, DAlE REGISTRATION IJESl<>IED PM SURVEY ~ OORES 03-31-08 llY: REOOt. REl'Elt ~ ,--zr,c'f . 1+00 oFESS/ @'-'< M. Stt1. '&> "' -z No. 42951 ~ Exp. 03-31-06 ;o CJV\\. OF c"I.I~ l 31QJ ' RIM•J1J.4/J, f ' 6+ 0. 10,., 19. 25' L ' 10' ~£ 'q-, IN~ET • RI =J(J.7t ' ,.._~ • <Q ;~ ' . f ' t •6+70.1 'RT ~• f(P. IJ+1 /NLE:,T ' 1M'•J1J.7~ i I i I ' L ' EXISTING 8• ~ 7fR Fl. OUT O .48, 0 l l Pf;R Dv.G. N 4fJ'-8 SHf:ET 6 OF 6 3()5 ' ' cP ~ 5.25 Lt 0 ;!O.()OJC . "" "' iii cfs ,. * 9.;4 fps J;.46; 2!,,18,lJ ' !50{ J=16.61 16(/.48'. 8"'20. 06 ' m :@. --+------(iJ ' ' CENTER LINE DATA NO . DEL rA OR IJRG. IRADIUS(ft LENGTH(ft, f N45V616"[ -----539.07 2 8i8J2" 600.00 87.01 SEWER DATA NO. DELTA OR IJRG. RADIUS(ft Lf:NGTH(ft CD N45'06'16"£ -----266.45 (l) N45'06'16"[ -----204.12 WATER DATA NO. DUTA OR IJRG. RAOIUS(ft LEl'IGTH(ft , N45'06'16"E -----464.lJ 2 N45V6',6"E -----89.34 ..CJ 7V2'J5" 590.00 72.52 K• N08'20'25"[ -----4.32 Ks 00'57'52" 593.0 9.98 PR£SSUR£ ZONE 550 Rf:MARKS MUIRRELDS ORl\lf MUIRFIELDS DR/',f RE:MARKS 6" PVC SDR-35 6" PVC SOR-JS Rf:MARKS 8" PVC CiASS 150 8" Pit' Cl.ASS ,so 8" PVC Cl.ASS ,so 8" PVC Cl.ASS 150 8" PVC CLASS ,so WORK T0EJ£O0NE NOTES: • fftMOVt fJR/V£WAYS (3flACf5) 0 1?£CDN5Tf?/JCT C!/1{8, GllITffl A MEANOfRING S/OfW/.tK • MINC/JT & f?t ·F,4,VE ~T f?fMOVAl I/REAS ff~ !NSFtCTrJR • f(fl4JV£ Cl1RfJ & GIITTEK & 51/JEWAlK 3 FlAC!:5-CONSTRUCT NEU/ OR!VEWtf( 3Pl/l.CES • RE·f'AVe ~s /)/lftCTEO fJ'( /NSP£CTO/f EDGE OF PA'vfMENT/HEADER AND CURB DATA NO. DELTA OR IJRG. RADIUS(ft Lf:NGTH(ft, I N67i4 01"E -----50.00 2 22'07'45" 97.00 Jl.46 J N45V6'16"E J22.42 • N45'0616"E -----J4.J4 s 5'4444" 617.00 61.87 1 NBJ'J9'47'W -----9.87 1 1"54 48' 610.00 20.Jl i N45V6'11i"E -----J4.J4 , N45V6'16"E -----J22.42 11 22'01 45· 97.00 Jl.46 1 N22'58JO'£ -----50.00 1 224;5•3,• 41.00 160.48 RE:MARKS f])G[ OF PA l/£MEl'IT/HEAD£R £OGE OF PA 1/tMEl'I T, ~[AD£R WGE OF PA l/£M£N T. £AD£R 6" TYPE c; C ct G 6 TYPE 'G Cct G 6" TYP[ 'G' C ct G 6' TYPE 'G' C ct G 6' TYPE 'r. C ct G 6" TYPE 'G' C ct G £DC£ OF PAl/£M£NT/h[ADER £0Gf. Of PA V£M£/'IT /HEAD£R EDG£ OF PAV£M£/'ITIHEAD£R EDGE OF PA "f:MEN T. £ADER STORM DRAIN DA TA (PRIVATE) \ NO. DELTA OR BRG. IRADIUS(ft LEl'IGTH(ft -RE:MARKS 1 N8Ji0'40'[ -----12.44 18" RCP -1J50-0 • 2 J8V424" 90.00 59.81 18' RCP -1350-0 • J N45'06'16"[ -----49.JJ 18" RCP -1350-D • • N45'06'16"[ -----244.28 18" RCP -1350-D s N45'06'16'[ -----202.07 ts• RCP -IJ50-D 6 2'46'JJ" 610.00 29.55 18" RCP -1J50-D N41'55'55"W -----.5.2.5 ,8• RCP -1J50 D a N41'5555'W -----25.25 18" RCP -1J50-D • WA T£R71GHT JOINTS 0 AS BUILT• REVIEWED BY: /, t1 < .. ,...,,.,.. ,,4.& ~_;,I\ PRIVATE CONTRACT INSPECTOR l----+--+------------+--.i.-----+--+---II SH4EET I CITY OF CARLSBAD f'sHmsl1 ENGINEERING DEPARTMENT L._!!_j ~==--=========::::::::::::======:'....':::::====: 11-~· 12 fOC '2-oa-o POC DA TE INITIAL NGINEER OF WORK 'AG-BUILT' R{V/6[{) ORIV£WA Y lOT6 I/ ·11 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlliER APPROVA CITY APPROVAL PLANS FOR '!HE IMPROVEMENT Of: MURFELD8 DRIVE (PRtVATE) FRO/,/ STA 1+00.00 TO STA. 7+26.08 BRESSI RANCH PLANNING AREA 11 APPROVED: LLOYD B. H J EXPIRES -;r--sY/. N OWN BY: PROJECT NO. DRAWING NO. CHKD BY~ CT 02-19 418-8 RVWD BY:~ ~-----~ ~------' 'AS-BUil T' J.'I. 2407.11 1131\ • ' . t- a ' +-- 0 T. l Ei .Fl . ANQ 2t A. V.A. .i--- r ' t - ··-I ~--- j f ~-r -------·: --- rJ. 5 ! l,f;R\ CD® l f l ~ ~i :r ad Rl ~ ~~- ., , : r cb V £XIS NO!GR OEf\r; -·. f• /' 0, CQITERU P~il , , OWO. NO.: 40 -llA . , > ~ f ' / V !; l -~ l -~ ~o~ POfNT:EL ,v =, J~l.81 t O II'] P0/1'1 T ~ T "f ~ f + 3:5. Of I.· [ P\-f STf 7 6+,35 r ; ' 14 EL£V =i JOI.-;, ' ~.o.1 = ~.20 \: i\ ; ' i ~ l 290---+-~-,--;--,---t---,---+~t--1--+--+--+-+--+---+-+-+---+-+----+--,--+--+--t--1-+-+--+-::-i--+---+--+--+-+--+--+----+--+--+----+-+-+--+- ® 0+51.45 __ _ \ \ 1+00 A.H. NO. 20 • 0+51.45 __ _ ENO CAP W/T.B. ANO 2• A. V.A. " 0 20 ! i ------------·------ 2+00 3+00 ! 1ALE; HORli I c4q' \£RT.r ,·t·· • 4+00 5+00 NOTE: UNLESS SHO'MI OTHER'tHSE, EOGf OF PAl,f;MENT ELEVATTON 12' LEFT OF CfNTERUNE FROM STA. 2+07.69 TO 8+J0.25 EQUALS CENTERUNE MINUS 0.24' 1..,lo, ""1- "'d "'I"' ..., -1:,; ~ ;!;1..: ~ NOTE: UNLESS SHO'MI 071-IERl+ISE, EOGf OF PAVEMENT ELEVA noN 12' RIGHT OF CENTERUNE FROM STA. 1+94.26 TO 8+42.0J EQUALS CfNTERUNE MINUS 0.24' RIGHT-OF-WA 'f --- ---2 "' J+OO 4+00 5+00 ~ ~j ,,,.~ ::!1"-"-i::1 40 80 1 0 J . -" '" -t -r---":,~i ,f, '-~. :f·, ~~ 3' 1+10 1 ..... W s ~-V:':I MEANO I 21iS ~ "'I I~ ~ h: {k OG TR di ::J ,-.,,I ,.._/ ~ 1v, ~I ~I~ ~lcl to-: '"!I~ :~ "'I ....,I ~ --< igr~ 16 "" Iv, !QI i?J ~ ~ -;!;I ;!;I :i: t, t t ,;I; <.: -+-Id i;; "'I PLAN: ALLSTON smEET (PRNA TE) SCALE: 1 "=40' BENCHMARK OESCRIPTTON: BRASS DISK IN CONCRETE IN A STANDARD SURl,f;Y Hal ON CEN TERUNE OF EL CAMINO REAL. lOCA noN: COUNTY OF SAN DIEGO BENCHMARK OESIGNA TION NO. R1800 288+89 EC 6+00 -- l ® I~ ">le:, "!~o ~I"' .ti1d 6+00 --- 7+00 ,/ -+- PRomcrDmoNCONSVLTANTS PrANNINO • IINWROIMBNrAL • l!NmNllBlUNo • SlllM!r /OPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 + J.5' rCOl/rn : MIN. f r --- I ·; . 8+ .J6 rr----fl·rt--8" . 6" p I ~/ ... ~ 29 .92 l.F',, o rJ.GJt > ~ ' ' / · IE IN 293.55 · IE our 293JI~ J ..--C-t--+--+---+---~---··1 ' 8+00 ® TOP J00.70 18' II{ 297.0J Ft T2965J· 3104- ' ' --------- : 295-+ lz. dur '18" RCP"' 6. o I.F -0:20.00 a,,. := 4. 1 rs · v .. != 1/).8 s wrJQ • 285-+ NO. DEL TA OR BRO. I N10'J2'11'E 2 2815'47' J NI 7'4J'J6'W , 6J17'20" 5 N81'41'52"W NO. DEL TA OR BRG. CD NIO'J2'11'E CD 2l'J4 52• Q) NI 7'4J'J6'W CD 6J11·20· Q) N81'41'52"W ----.;--~ +-~ -+-~+-TOP IJ' Wll? 2 8.14 .... +305+ --'J4.24': 4'4=8.56 •m 42.JJ' i I siAL : HoRIZ. 1•=4~• l,f;Rri 1•14• r ' J i ' : I ' ' ' fflOALE: STORM DRAIN,(PRIY, 1EJ ' . . . . .i STA. '6+35.14 , , 157.8J' 70. ' ~ CENTER LINE DATA STORM DRAIN DAT. RAOIUS(ft LENGTH(ft -----15J.74 210 103.59 -----249.9 210 2Jl.97 -----69.45 SEWER DATA RAOIUs{ft LENGTH(ft) -----15J. 74 210.00 101.09 -----252.40 210.00 2J1.97 -----66.95 REiMARKS ALLSTON STREET ALLSTON STREET ALLSTON STREET ALLSTON STREET ALLSTON STREET REMARKS 6" PVC SOR-JS 5· PVC SOR-J5 5-PVC SOR-J5 6' PI-C SOR-35 6" PVC SOR-35 NO. DEL TA OR 8RG. AO/Us{ft LENGTH(ft I N54'08'28 E -----6.50 2 N54'082/J E -----24.50 1/J RCP 1350-0 • J N47YJ759 W -----34.0J 24 RCP 1350-D • • J5'J907 200.00 124.45 24' RCP 1350-0 • 24 RCP 1350-0 5 N81'41'52 W -----39.46 B 54'5510 45.00 4J.1J 24 RCP 1350-D • WA 7m TTGHT JOINTS WATER DATA NO. OEL TA OR BRG. ~AOIUs(ft LENGTH(ft REMARKS , N1D'J211"E -----156.24 8" PVC Cl.ASS 150 ,;;, 2815'48' 220.00 108.52 8 pye Cl.A.>.> 150 <> N17'4J'J6"W -----257.40 8' PVC Cl.ASS 150 , .... 6J'58'15· 220.00 245.6J 8" PVC Cl.ASS 150 5; N81'4152"W -----61.21 11• PI-C Cl.ASS 150 PRESSURE ZONE 550 EDGE OF PAVEMENT/HEADER NO. DEL TA OR 8RG. ~AOIUS(ft LENGTH(ft I JJ'J0'28' 198.00 115. 79 2 N17'4J'J6"W -----257.40 J 6J'511'15• 198.00 221.01 , N81'415rw -----21.11 5 8!r49 25-27.00 42.JJ B 72'J9'21J' 27,00 J4,24 7 N81'4-1'5rW -----38.88 B 63°58'15" 222.00 247.86 9 N17'4J'J6"W -----257.40 IC J1'4J 51" 222.00 122.94 II 25'5606" 97.00 4J.91 I N/1'55 52 W -----50.00 I 220'34'04' 41.00 151.BJ 14 N28'JIJ 11"E -----70. 7J 11 12'51·19· 92.00 20.64 REiMARKS EOGf OF PAVEMENT/HEADER EOGf OF PAVEMENT/HEADER EOGf OF PA VEMENT/ffEADER EOGf Cf PAVEMENT/HEADER EDGf OF PAVEMENT '!EADER [[JG[ OF PA VfMUIT f[ADER EOGf OF PA VEMENT;~EAOER EDGE OF PAVEMENT; EADER EOGf OF PA VEMENT1 EADER EDGE OF PAVEMENT/ EADER EDGE OF PAVEMENT EADER EDGE OF PAl,f;MENT, EADER EDGE Cf PAVEMENT 'EADER EOGf OF PAVEMENT, EADER EDGE OF PA VEMENT/IIEADER "AS BUILT" REVIEWED BY: ' c:4 "'IM~ d"" PRIVATE CONTRACT INSPECTOA l---+--+------------1----1-------l---+--~lsH5EETl~_c,_TY_o_F_c_A_RL_s_a_A_o~~1 ENGINEERING DEPARThlENT LJ.!_j OfESS :< M. Slt1, :;; (/l e> No. 42951 ~ Exp. 03-31-06 PLANS FOR lliE IMPROVEMENT OF: ALLSTON smEET (PRNA TE) FROM STA 0+89.45 TO STA. 8+72.59 BRESSI RANCH PLANNING AREA 11 GREGORY Ill. SHIELDS. R.C.E. 4-2951 DAlE REGISTRATION DESIGNED PM Sl.l<VEY c1v11. 1·06-11 /'DC :.,: 'AG-BUILT' ELEVATION: 311. 407 M. S. L. DA7UM: N.G. V.O. 29 EXPIRES 03-31-08 B'i\ RE'llEW: RE'l1EW: ~ N.:A. 7• -z, ·O'f DA TE INITIAL DATE INITIAL DATE INITIAL NGINEER Of WORK REVISION DESCRIPTION Oll-lER APPROVA CITY APPROVAL DWN BY:~~-• CHKD BY: iYJ.1,_ RVWD BY: 7,w PROJECT NO. CT 02-19 'AS-~U/L T' DRAWING NO. 418-8 JN. 2407.11 Ul □ ffi~ m Cil ,. Ul~ 0 CO -I .... co .... i iir;, ... o; I ' --• • _, ·! ·-,.., ' --+-~! -~20;-------'--•--+--+____,_.--..-1 -+--'"'" '"'" ... ' ---.--------,-30()>----f------~-;-- 1+00 • ....,, 0 20 ,----. ' i - 2+00 40 80 ' . ' : i I ,-----t-·---,.---·-·t· ~!' ' ' ! . f 0 .. i ' ··l-~.·.····-···-·~ ~. i.~0,,-4 ______ ['f::. ' ' ~ ""~._·· - -_, if -] i ~ - --¼! ¼l: ' -j j--+---,---------- ' j ' ' ' --t L _ i ! H----t ---- ' $CAL~ f!ORIZ, 1·=-lo' kRt. 1'=i I J_ __ ~ ~~~--f------__ _l -_' i . ' ' -t- ' ' ' ' GRAD£ RL/NE :PE~ . 'IOO-'-BA' j __ , Fl~SH~ . :ADE 0 CENTERLJNEJ --_j_ f j_ ---+----- [ ~';t : rt~ , [ i [ I i C. ~-__ _j_ ___ , __ L__j_ ___ - t-- ' _;.-i- 3to0 4t00 5+00 e+oo 7+00 a+oo N07E: N07E: UNLESS SHOWN OTHER'l,ISE, WGE OF PAVEMENT ELEVATION 12' LEFT OF CfJ/TERLJNE FROM STA. 1+12,96 TO UNLESS SHOWN OTHERll,ISE, EDGE OF PAVEMENT ELEVATION 12' RIGHT OF CENTF:RLJNE FROM STA. 2+24.J4 TO B+Ol.39 EQUALS CENTF:RLJNE MINUS 0.24' 8+18.39 EQUALS CENTF:RLJNE MINUS 0.24' PLAN: KEENELAND DRNE (PRNA TE) BENCHMARK DESCRIPTION: BRASS DISK IN CONCRE7E IN A STANDARD SURVEY WELL ON CENTF:RLJNE OF EL CAMINO REAL LOCATION: COUNTY OF S:AN DIEGO BENCHMARK OESIGNA TION NO. RIBOO 288+89 EC EL[VATION: 311.407 M.S.L DA IVM:_~N=.G=. V.=.0=·~2=9 ___ _ PROJECTDFSIGN CONSULTANIS l'UNNINO • IINYJRa'IMBNrAr • llNOlNl!llRlNO • SUIM!YiUPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619·234-0349 GREGORY' IL ~IELDS. R.C.E. 42951 DA TE RW:STRA ~ OESIONED N ~ EXPIRES Ol-31-08 OY: RE.iE1t .h.:.J.A ?·Zt,•O'( SURVEY RE.iE1t FESS/ M. S!t1 ~~ -z. No. 42951 "' Exp. 03-31-06 "' CIV\\. · 2~A. .A 8+67. 9 ... 8 x8•x8•x • FLG CRO TP=304.B . ------.;._ ! : -000. -290 9+00 _,__ -----'- : nJ our i 1.:JJ 1 IJ" Rd> ,. 21: 7/J ,II ' 0 1.00% , O,a,:2 7.5 Cfs v,.,;,. t2 :,Ps: .. Vf_TJ_ L '. ' 31()- lll . <,sr , RNATEf) ! F/1.;./Ef $TORM • IN (PRNA TE) ' ' ' SCALE: HORfl. . "=40' RT. 1'=4' . . ' ' ' ' : 14J,4$ 25.72' @ t [ + -_ _,._ __ ,.... 320-' PROF!i 'ATE. I ! : • , , ; ~ { SCALp l!()Rl,Z. I = 10 \'ER t-_. ', = 4 I i ' ' ' ' L , • , • • CENTER LINE DA TA EDGE OF PAVEMENT/HEADER AND CURB DATA NO , OEl TA OR BRG. RAOIUS(ft LENGTH(ft REMARKS NO, OEl TA OR BRG. RAOIUS(ft LENGTH(ft, REMARKS I N18'42'58"W -----232.85 KEENELAND ORI\'£ I N18'42'5B"W -----219.88 EDGE OF PAVEMENT/HEADER 2 41'3652" 210.00 152.53 KEENELANO ORI\'£ 2 41'36'52" 222.00 161.24 EDGE OF PAVEMENT/,,,.AOER 3 N22'53'54 "E -----35.84 KEENELAND ORI\'£ J N22'5J'54"E -----35.84 EDGE OF PAVEMENT/HEAOER • 6747'38" 220.00 260,31 KEENELANO DRIVE • 67'47'3/J· 208.00 246.11 [Due vr !'A vcMEN r;nEAOE!< s N44'5J'44"W -----75.87 KEENELANO DRIVE s N44'5J44"W 25.87 EDGE OF PAVEMENT /HEADER 6 90'00'00" 33.00 51.84 5• m'E 'G' C .t G SEWER DATA 7 90'00'00" 27.00 42,41 EDGE OF PAVEMENT/HEADER NO. OEl TA OR BRG. RADIUS(ft LENGTH(ft REMARKS I N1B'42'58"W -----245.53 6" P\IC SOR-J5 Ci) 40·55'57• 210.00 150.0J 5-P\IC SVR-35 @ N22'53'54"E -----3J.J4 6" PVC SDR-35 CD 23'56'42" 220.00 89.44 6" PVC SOR-35 s 42'32'48" 220.00 163.37 5· P\IC SDR-35 CD N44 '53'44'W -----73.37 6" PVC SOR-35 8 N44'5J'44"W -----36.87 [[)~ OF PA VEMENT;HEADEI'< g 35'57'20" 232.00 145.19 EDGE OF PA \'EMENT/HEADER ,o 14'2511" 232.00 58,39 EDGE OF PA VEMENT/HEAOER " N22'5J'54"E -----35.84 EDGE OF PAVEMENT/HEADER ,2 41'3652" 198.00 143.81 EDGE OF PA \'£MEN T. ~EADER I N18'4258"W -----108.SI EDGE OF PAVEMENT l[AO[R 14 37'58'56" 97.00 64.30 EDGE OF PAVEMENT, EADER ,s N56'4154"W -----SO.DO EDGE OF PAVEMENT EADER '6 200'26'20" 41.00 143.43 EDGE OF PA \'EMENT/ 1EAOER , 17'32'3T 84.00 25.72 EDGE OF PA \/EMENT, 'EADER WATER DATA NO. DELTA OR BRG. RAOIUs(ft LENGTll(ft, REMARKS 11 N18'42'5B"W -----250.53 8-P\IC CLASS 150 2 41'36 52" 200.00 145.26 8" P\IC • 1.,., l<.J N22'SJ'54"E -----35.84 8" P\IC CLASS 150 K•~ 26'41'37" 230.00 107.16 8" PVC Cl.ASS 150 '<.5 41'06'0I• 230.00 164.99 8" P\IC Cl.ASS 150 ,, N44'5J44"W ----85.137 13· Pvt Cl.ASS 150 PRESSURE ZONE 550 STORM DRAIN DA Tl( (fRIVATe) ) NO. DELTA OR BRG. RAOIUs(ft LENGTH(ft -REMARKS , N62'21'50"W -----29.78 18" RCP 1350-D • 2 NB3'37 42"W -----7.55 18" RCP 1350-D • • WA /ER TIGHT JOINTS "AS BUILT" l·'-r'I RCE,t/l/N REVIEWED BY: L 0. ,::::!_.--.,,"1_._,.,,_ ~ .... /(I. I I l PRIVATE CONTRACT INSPECTOif ' DATE l----l--+--------------j--.-;-----;------r--~ I SH6EET I CITY OF CARLSBAD f'sHmsl1 ENGINEERING DEPARTMENT l__1lJ ~PLAN;::;::::S;:;'FO;;R;::;1H:=.E;::;:IM;P:;RO;VE:;;:M;:EN:::T;::;Of;:========~====::; DA TE INITIAL NGINEER <::E WORK 'AS· BUILT' REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI-IER APPROVAL CITY APPROVAL KEENELAND ORNE (PRNA TE) FROM STA. 1+00.00 TO STA. 8+57.39 BRESSI RANCH PLANNING AREA 11 APPROVE : LLOYD B. HU BS D WN BY: ~~-, CHKD BY: t')IJ<r' RVWD BY: C,vl' ENGi PROJECT NO. CT 02-19 DRAWING NO. 418-8 J."I 240711 .1 • ' ' . ···-•·-·--... --. ' ' ,_ .. j - + - -7 - ' NOTE: i '',-. ' -L ' +---- . ----' 1+00 UNLESS SHOWN OIHERWISE, EDGE OF PAVEMENT ELEVAnON 12' LEFT OF CENTERLINE FROM STA. '+49.88 TO 9+50.00 EQUALS C£NTERLINE MINUS 0.24' COMB/NA noN 'Rr' AND 'DSN' SIGN STOP LEGEND AND LIMIT UN£ P£R CAL TRANS STANDARD A240 AND A24£ 0 20 40 ~I ,,_1 ~I ~I +I ~~ 80 --, 3+00 NOTE: ! ---f---- ' ' L ,--- ! UNLESS SHOWN OIHERWISE, EDGE OF PAVEMENT ELEVA nON 12' RIGHT OF C£NTERLINE FROM STA. 1+39.00 TO 9+50. 00 EQUALS C£NTERLINE MINUS 0.24' r f E 01 ' D BA! 5+00 ..... . . ; : : f AN/SHEO GRA~ 0 c;ENTER[JNE . -+--_,_ 480. Low l?oiMT v1 = ~6,.ru. • LOW POINT S ~ i 7't 40.51 ; ir\.f $TA = 7+0() 1 P~ £!EV = f 49.61 : r A.ii. rg,o0-r . Ki = , 4.-/.9 . ' . WATER' TJGHT JQ/NlS . i 1+00 ,__I --'1"' • <., S!1;,. ~1:l: ~I~ ,ti ,-.1 .--'1,_ ~I ;':j ~I~ IOI!,. ~I~ rt1 --RIGHT-OF-WAY I ~I ,,_I '::;I ,_ • 1u1; ~ o; :t.\~ .,,I "'I~ ,.'-~ ;1 ~1,,. CD 'O,\g +I +Ii-: "'I -1 -I"> ti I I ) I I 1 0 -, '). ------ I L w _N_'_iA~': r .)i _) ( ( I ! <:SI I ~ ~I~ iglf5 I ! ' ..._I~ I~ ..._Io' "'lo ~ -... I o, ' oi Ct: lN r-.: c;':::J <ol"< <'>', 001 <»I ~ + ::, "'1-+ + i-.: \\ "'i<!i ~C-"'I "'i"' \ ,;t;;i;, I . JO' STORM ORAIN, __,,____, \ \ \ SEWER EASEMENT \ PER FINAL MAP '', \\ FOR PLAN ANO 1 PROFILE OF STORM \ DRAIN '8' SEE SHEET 8 \ \ I~ .... Cl:: '"i 01 • • I~ Cl:: ~I ~I I I 01 c::, "!I~ :;'lj ~I ''+ 1'i1"' ~1-.!,1 ~ &11 ~I~ _:t I"'( .1!<-"!I c:i .t1d ;ti ;t1 ~I~ ~10:i r't:1 rt1~ CD 't.>-~.r··,...,.....__ r:r.., <I' 1----~ .>';· .> '}:~ ~~ .. =---I 4 I ;,:I !1jl_, "'I~ «ii c::, ~I~ ® ""l~ ~ ~ PLAN: KEENELAND DRIVE (PRNA TE) ;!;1 i3 BENCHMARK ~ \ \ OESCR/P TION: _,BR"'-"'A"'SS<-"'Dl.,,,SK"--"'/N._...,CO,..,N,_,CR ... E'-'TE"-"IN'-"-A-"S"'TA"'N""D"AR ... D.,__.,.,SU ... R._.\£.,_Y'-"WU.,.,.,_L _,O.._.N ___ _ CENTERLINE OF El. CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK OESIGNA TION NO. R1800 288+89 EC El.EVA 1JON: 311.407 M.S.L DA TUM: _ _c_Nccc.G.=V.c.c.Oc,c.~2=9---~ SCALE: 1"=40' PR.omcrDPSioNCoNSULTANIS PlANNJNO • ~ • .l!NarNBBRlNG • SVlMl!'/Gl'S 701 B Street. Su.itc 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY IL SHIELDS, R.C.e. <29ot DATE REGISTRA110N DESGNID PM ~~ EXPIRES 03-31-0I ,~ RE\1£W: ~ 7-i,-ov SUR',£1 REVEW: i i ! a+oo 5 . '='-';i': I 0, "' I I 1,_ ~ ~I~ ~I~ 00 ">I :g1 :::i .t1 .ti rt1t;; 9tOO ~ 80 260- ; : f ! i > ' ; 713• Rb> :.. 1 : 0... = 9 . .i cfs . V," = 5 . .J fps ,wrJ 0 ' ! ' ' HG/.. . TP 257.34: i Fi. ' T 253.66 ,-250 SCALE: HORIZ. 1• 40\ ',£RT. 7•.,4• ' ' ' . ' ' EDGE OF PAVEMENT/HEADER AND CURB DATA NO. DEL TA OR BRG. RAD/Us(ff LENGIH(ff) REMARKS I sg•47•44• 3J.OO 51.72 6. TYPE .G. C .t G 2 5J"-IJ'OJ' 198.00 185.6J EDGE OF PA VEMENT1 EADER J N81"3529.E -----8J.77 [OGE OF PAVEMENT, eEAOER • 42"49'42" 222.00 165.94 ,-r,~ "' ,, • • -~-~ 5 N55"34'49"W -----J62.SJ £0~ "' PA WM•NT. "ADER t N55'J4'4!1"W -----J82.5J EDGE OF PA VEMENT1 ~EADE/ 7 42·49'42• 198.00 148.00 EDGE OF PA VEMENT1 EADER 8 N81"J5'29"E -----8J.77 EDGE OF PA VEMENT/HEAOER g 53"30'47" 222.00 207.J4 EDGE OF PAVEMENT. 'EADER " N44'5J44"W -----11.59 EDGE OF PAVEMENT. EADER II 9000'00· 27.00 42.41 EDGE OF PAVEMENT, [ADER 310-- · 42.41' 4'.:106 Ll] 310-- ' ' ' ; • PROFl(£dr ~ : 1 S¢ALS-IIORt{ I'; ' CENTER LINE DATA NO. DEL TA OR BRG. RAO/US(ft LENGIH(ft REMARKS I N44 "SJ' 44 "W -----50.59 KEENELANO DRl"f: 2 5J"30 47" 210.00 196.14 KEENELANO DRl"f: J N81"JS29"£ -----83.77 KEENELAND ORl"f: • 42"49-IZ-210.00 156.97 KEENELANO DR/ ,c 5 N55'J4'49"W -----362.53 KEENELANO DR/I.£ SEWER DATA NO. DEL TA OR BRG. RAO!Us(ft LENGTH(ft, REMARKS 1 N44 '5J"44"W -----48.09 8. PVC SDR-35 Q) s2·4g·51· 210.00 146.91 8" PVC SDR-35 Q) 12W'51:1 210.00 44.22 8" PVC SOR-35 CD N81"35'29"£ -----81.27 8" Pl>C SDR-35 5 42TJ8 46" 210.00 154.47 8" PVC SDR-35 CD N55"34'49"W -----2J.77 8. PVC SOR-35 7. N55"J4"49"W -----231.26 5• PVC SOR-JS WATER DATA NO . DEi. TA OR BRG. ~AO/Us(ft LENGIH(ft REMARKS I N44"5J·44·w -----40.59 8" PVC CLASS 150 ,2 53"30'47" 220.00 205.48 8. P\>C CLASS 150 ·<.J N81"J5 29"E -----83.77 8" P\.t' CLASS 150 • 42"49 42· 200.00 149.50 8" P\.t' CLASS 150 <> N55"J4"49"W -----362.53 8" P\.t' CLASS 150 PRESSURE ZONE 550 STORM DRAIN DATAS<fRIVllTe) NO. DEi. TA OR BRG. RAOIUS(ft LENGIH(ft REMARKS 1 N55"J4 49-w -----121.84 1 s· RCP I J5o-o • 2 N8414'JS"E -----10.08 18" RCP 1350-0 • J N1J"06'51"E -----J0.05 1 s· RCP 1350-D • • WA7ER 1JGHT JO/N1S "AS BUILT" RCE '12f5/ REVIEWED BY: / C"G ►......._Jl,,._A, 1/,,.&,. PRIVATE CONTRACT INSPECTOR~ "' DATE l----f---+------------+--+----f---+---l I SH7EET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT L...!!_J ~------------- DA TE INITIAL GINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVA Cl TY APPROVAL PLANS FOR TI-IE IMPROVEMENT OF: KEENELAND ORNE (PRNA TE) FROM STA. 1+00.00 TO STA. 9+50.00 BRESSI RANCH PLANNING AREA 11 EXPIRES 1-i-Jc-01. l •l+/ot_TE .J /J// tr OWN BY: CHKD BY~ RVWD BY:~ PROJECT NO. CT 02-19 'A5-FJU/l T' DRAWING NO. 418-8 J.N. 2401. /7 • ----~------_,_ --l t-- ' - -+ -- ' ' l l_ ___ L -----,------- ~vr STA := /o+zo PV, O,,EV = 279.?5 . A.O. =: -5.15, I< = 11j5 : Jo.oo· ~ : m .!!t .55.dJ' • !! f--l--ri4r.'='TI J.;-c7;j;--,--t~ f ~ J I --~--l·+----'--+-~ ~ I ~ ti 4/ ~ I r·n : I 1 ~ , ~~,~. : / l. -~. I ~~!~2~~f.,.!:...O.J+r---+~-'-r.1 8!,<~\C;;~•,,.· .... : '-'---+--4(.+ 1 """2~""~1,.'---10. 5 + i) ~ ~ 4120.1 2 [ f , If N 255.45 2 y I 1+/XJ. IS - ' ' ' ' r-r-'FJNISH GRADE" 0 ;t $TOR~ Df?Aif W'Aitll nt;Hr- Jq!NTY_· 1. 3 , , , 84' -,- ' I . T--iso ---- f l ; ' -245 f .L, ~ ' ' ' ' ' ' ' ' ' ' ' ' FDR CQN ,n STORII' DRAIN '~liFr, l l . ' ' ' • , , I -~-t -2~ T ;---·r : . : • I , -I . ' /,. , f cbc~-Ji f ~ ; . ' -,_ ' I -,;_ i5 ::'.'. i g ! ' <o l , ,o~· ~·. "'.· ·. •,·. .:Ii -• r...: CJ,~,;. ' ' ' ~ ' ; ' ' lo a :a:~ '"j' ' ' ; ':~ ' -IHl't--",tt----+--,---+--,---+-;---+---t---+--t-+-t--,------t----r-t---,------,2:40+--t--+--,--------+---+--;---+--,------+--,------t-r , : a----M'IN.::-. ---'-~+---t---r----r-~f--"-----j~ °'~~a,-:--~7U, 1--:--+---t-'------t-2'.80_,_--\'.l · It-" "'! J:::: ,..i ' ' t--~j ~ r. --j . . . I~ rtt • ~ \_. : _ __ _ __ -+-,-----.----,- I i'i ' _,_., ' :l'i!i!i!i PROEIL ;;...r-;'KEENELAND DRIVE. (PRNA k'-PROFILE: kNUCKLI= $CALE: HORIZ. 1'=40' >£RT. 1'=4 -•-sdw HOR!L ,•,,4or I/ER[ 1'=4' 10 00 11+00 NOTE: UNLESS SHOltN On-lERWISE, EDGE OF PA 'v1J.IENT ELEVATION 12' LEFT OF" CENTERUNE FROM STA. 9+50.00 TO 10+80.52 EQUALS CENTERLINE MINUS 0.24' NOT£: UNLESS SHOltN OTHERWISE, EDGE OF PAVEMENT ELEVAllON 12' RIGHT OF CENTERLINE FRO/I STA. 9+50.00 TO 9+87.62 AND 10+55. 70 TO 10+93.06 EQUALS CENTERLINE MINUS 0.24' '-"--_J0+46.29 J_1. 7' RT_ 45' BEND PLAN: KEENELAND DRNE (PRNA TE) SCALE: 1"=40' 0 20 40 80 120 BENCHMARK DESCRIPllON: BRASS DISK IN CONCRETE IN A STANDARD SURI-FY l+ElL ON CENlf:RLINE Of a CAMINO REAL LOCA TION: COUNTY OF" SAN DIEGO BENCHMARK DESJGNA TION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L OATUM: N.G.V.D. 29 --------~ ~ ' ' ' ' ; ! ' EXIST. GROUND i,. ! \ $CA(£: l;/Ol?f Z. ·="° .... -. r· RT··• ... · 1·=4'· ••.. ' : I . ' ' ' ' ' ' ' ' i i ' ' ' ' -•--·1+00 ---2+00 3+00 1+00.00 SElli£R LINE '8'= -----------6+ 13. 7 4 KEENELAND DR/I£ A.H. NO. 7 \ /'A'\ 1MA TCHLINE 3+38.47 ~. \..:!.,I (!,:, SEE SHEET 10 ~// /~-' __j ~I~ I I ;::;J // I --------N ~ ,, I ------------.~1 -.. I ----~ "/ ----"' / i(;I ! i ' ' ! ~ PRI ALB sfooM ' ' ' ·B· L1 TE ' ' ' ' ------------L ' ' ---- 4+00 CENTER LINE DATA EDGE OF PAVEMENT/HEADER AND CURB DATA NO. DELTA OR BRG. RADIUS(fl LENGn-l(fl r N55'34'49"W -----37.39 2 9000•00· 50.00 78.54 J N34'25''1"E -----68.46 NO. DEL TA OR 8RG. CD N34'25'11 t Cl) 12"0928" Q) N2275'4J"f CD 13'21'08" SEWER DATA ~ADIUS(ft ----- 200 ----- 200 LENGn-l(ft ' \ \ 6.2 42.44 124.0J 46.61 REMARKS NO. DEL TA OR BRG. ~AOIUS(ft LENGn-l(fl REMARKS KEENELAND DR/I£ t N55'34'49"W -----37.39 EDGE Of PAVEMENT, EADER KEENELAND DR/I£ 2 90"0000" J8.00 59.69 EDGE OF PAl£MENT. :EADER KEENELAND OR/I£ J N34'2511"E -----14.69 EDGE OF PAVEMENT, :EADER 4 95·32·32· 33. oo 55. 03 o· TYPE:: 'G' c .t G S 79"4801" J3.00 45.96 fl' TYPF 'r.' C G 6 NJ4'2511':E -----27.1J EDGE OF PAVEMENT; EAOER REMARKS 7 20"4825" 57.00 20.70 EOGE OF PAVEMENT CADER 8" P~ SOR-JS s 1J1"J/J so· J5.00 80.40 EDGE OF PA1£MENT1 [ADER 8' P~ SOR-JS ' 20"4825" 57.00 20.70 EDGC OF PAVEMENT; EADER 8" P~ SDR-J5 r N55'J4'49"W -----37.39 EOG£ OF PAVEMENT :EADER 8" P~ SVR-35 WATER DATA NO. oa TA OR BRG. RADIUS( ft LENG m( fl, REMARKS r N55"34'49"W -----58.00 IJ" PVC Cl.ASS 150 2 N79'25'11"f -----51.46 8' PVC Cl.ASS 150 -'~ N34'25'11"E -----64.79 IJ" P~ Cl.ASS 150 PRESSURE ZONE 550 STORM DRAIN DATAl(f/flVATel) I !t' , 4 -__ 3+J8.47 A.H. NO. 6 NO. DEL TA OR BRG. RADIUS( fl LENG Tl/( fl. REMARKS 0+90.00 STOR/1 DRAIN 'IJ'= 6+03.74 E. K£ENELAND DRIVE TYPE 'A-4' C.O. 2 /,~ 2 N-...i, "I I____, i I t N34'25'11·c -----16.70 18' RCP 1350-0 ----~ ----.a:::::r --cza--;;;;;;;;;;;a.-2 12"0928" 210.00 44.56 18" RCP 1350-0 JO' SElli£R AND PVT. STORM DRAIN EASEMEN~.' PER RNAL MAP NT \ \ ., N2275 4J"E -----167.57 18' RCP 1350-0 • (fl N82"34'16"E -----110.75 18" RCP 1350-0 • WATER TIGHT JOINTS I ~ I 1 1 \ , \ I I ® ,,-~-,-~ RNAL MAP \ '-~~ PLAN: SEWER LINE 'B' AND STORM DRAIN 'B' SCALE: 1"=40' PR.omcrDFSioN CONSULTANTS l'ININIG • ~ • Bl«BNllllltN1 • SlllMIYJUl'S 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 ofESS/ :< M. St1 /;; % t;'l No. 42951 Exp. 0J-.31-06 4+37.15 '---------------CONNECT TO TYPE 'F" CATCH BASIN \ PER D ll'G. 400-8C REMOVE J6' CMP RISER &-APPROX. 15.50 LF OF 24 • Cl.IP PER OWG. NO. 400-BC, •As BUILT• AU RCE 4l-tSl REVIEWED BY:.l / C. ~ ... ;.. ,,_41! 1.,.~... ., (, .. L, "1 PRIVATE CONTRACT INSPECTOir --. DATE 1----t--+------------t---t----t---t---t I SH8EET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT LJ!_J ~P;LAN::;::S;::;'.FO;R;::::;TH:=.E;=.IM~P:;:RO;:VE:;;:t.4:;:EN:=.T;=.OF;::========::::'....'.:====~ KEENB..AND DRIVE (PRNA 1E) SEWER 'B' AND STORM DRAIN 'B' (PRNA 1E) BRESSI RANCH PLANNING AREA 11 APPROVED: ,I GREGORY -. SHICl.l.l.1t ltC.E. 42951 DAlE REQSTRATION DESIGNED PM SUR>Ff IV I'-11-0~-12 Poe 4 'A5-BUILT' . . l!-388 ENGi NEE EXPIRES OJ-J1-0I Bl\ REY1EW: REVIE'it. ¾-hl>... t· U·o'I DA TE INlllAL NGINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL DlliER APPROVA aTY APPROVAL OWN BY:~.....,..-1 CHKD BY:~ RVWD BY: CW PROJECT NO. CT 02-19 DRAWING NO. 418-8 'AS-BU/LT" J.N. 2407.11 ....... ----r· 300 -' . .. . " ... ,_ I ' 290 280 ' 270-, 1+00 \ -t :,: i t ~i ~~ :-.'. ~ ~ _ , ,-i,'ri--+-+--+-'"-+:P.:..WJ=:....:X!:;:' .:::5-c.ci__;_;_.__J._.;....__;_-,-_;__--+-_;__., . 4 ~ ,-K .. L j ~t J;t ~: ~, ~~~~~i-------+--+--+~~~~--+-+---+-~ I CONCRETE ANCH S, 251 O.C. PER SD/?S/J S~9 j ' ' r y/ vr l J.-1__;, 24• RCP -1 .: J 0 1 29.lox ! ! L -- ! --~ -i,---' ' ' ' ! ' ' ; ~ SHE!r 5 , , , , FOR STOOi DRAIN CONTINUA 111 , . , r . , , , ' ' '-~~j :;: -rr: 5+00 6+oo Y' I ~-~-j~ : _: t -i I I 2 f :; l ;;_4• Ref ~· p2 08 LF O 9:5J.f Q,.. _= 22.1_ /cfs v,,. = 24. q fps ' ! ' ' 1 ' ____ !TIT-·· .. _-_· l .. ~_i 1 ; I ; t " i ' i t ;-r / I I I ,-=---+-'-o=-': ,=,~1L=·s=--: s=c' TI'-Fb'-'+'Rc.c;.M-=;co'-=--F-"~~N_,__'A,,__· • .,.,_P..e...e,RM~: ~__._,TE.-=". 1 J S1ALt lf'?'f ' ; t ; l 2+00 3+00 BENCHMARK i I I 4+00 DESCRIP110N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ~L ON CENTERUNE OF a CAMINO REAL LOCA 110N: COUNrY OF SAN 0/[GO 8£NCHMARK OESIGNA 110N NO. R1800 288+89 EC ( PR.OJECI'DFSIGN CoNsuLTANTS l'IANNINO • HNYIIDWBNrAL • llN!llNlll!RHJ • SVIM!YIOPS 701 B Street. Suite 800, Sao Di.ego, CA 92101 619-235-647I FAX 619-234-0349 GREGORY II. SHIEU>S. R.C.E. 42951 DAlE REGISlRATION DESIGNED 20' PR/VA TE STORM DRAIN EASEMENT PER FINAL MAJ> ® PLAN: STORM DRAIN 'A' (PRNA TE) SCALE: 1"=40' _.i+J5.14'-16.5'___LJ ALLSTON STREET TYPE 'F' CATCH BASIN STORM DRAIN DATA {l'RIVATE)) NO. OE/. TA OR BRG. ~ADIUS(ft LENGTH(ft REMARKS ' N74"48 4J"E -----6.58 24" RCP (1J50 DJ 2 N0612'2/J'W -----52.0/J • J N08"20'02"E -----105.36 ' • N51'J9'55'E -----215.5 24" RCP 0350 Dl • • WATER 11GHr JOINTS PRIVATE CONTRACT "AS BUILT" RCE4Zf~ EXP1 -J/~9 DATE REVIEWED B-Y,_4_ t A c:-9\e4/ --~____{__ INSPECTOPI .,1,,,1,3 > DATE t---lf---t-----------4--1----l----l---l I SHgEET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT LJ.1_J ~P;LA:;:;:NS~F-::OR;::;11-l;=E;=.lt.1:::;P::;R~OVE:::;::t.1:;;E::::NT~Of":::::=====~===~ PW SIJR\O' QfESS/ c'l M. Sy_ ,-.; I"<;;, G> 0, u• - '-" No. 42951 ~ ~ Exp. 03-31-05 'ti C/y\l. STORM DRAIN 'A' (PRNA TE) BRESSI RANCH PLANNING AREA 11 APPROVED: LLOYD UI-, j2. ~ ~ EXPIRES OJ-31-06 ... ~ RE'IIElt DA TE INITIAL NGINEER CI WORK • A5· /3U/L T' DATE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL OWN BY:_,._.,~1 CHKD BY: &l,j,... RVWD BY: CW PROJECT NO. DRAWING NO. [LEVA/ION: 311.407 M.S.L DA 1UM:_---'-N'"-".G..,__V.'-'".D"'-.__.2,_._9 ___ _ 7· Ze.•t1 ~ REVISION DESCRIPTION CT 02-19 418-8 'A5-UIL 091404 '• UlO l:E ID GI ... tO~ om - I .... m ...a I • • . --~ ! · · 250- --r- J i ._C--i"--iC--;-1---235,~+-+- ' ' ___ , _______ -;----'-- 3t00 20' 'J{IW, SEWER -==-- f SMT, Pf;!!, W'N?ATe DOCVM£NT Sl!WeR LI/VA "c", ~:--- /t>I{ Pl{ol'llli -. s~ s~esr 11 CONCfffJE ANCHCl',_S_ rJ 25' O.C'. P[fl.. :'IJRSJ) S-9 0 vc/SEWER /)1· 1e1-68 20 40 ; ---+ --- 4+00 N 80 1 0 + ' ' ---, ----•·-· ---l----. .,. ~ T ! -+ ---------, - ' I I ---··-'----7 ' . --,.-' - I - + --~ ' ' ;-2'!'i, .5:.--+-+--.--.--;-++--+l---,--d- ! ' I ' ---+ -----' ii -----' ' ' '.'"-----+- -§ i ' I ' i 1 -- l ' ,--- ' ' ; --~~ -l ' ' l --,--- ' ' -: __ -, ____ .)_ i - ' ' ' ' ' ' ' ' ' [.-- ! ; ! i -• t _J_ -- ' ' ' ' ----__ ll~ 5+00 e+oo 7+00 BENCHMARK DESCRIPOON: BRASS DISK IN CONCRETE IN A STANDARD SURV£Y l',£1.L ON GEN TERLINE OF EL CAMINO REAL. LOCA710N: COUNT'/' OF SAN DIEGO BENCHMARK DESIGNA710N NO. R1800 288+89 EC ELEVA710N: 311.Wl M.S.L OATUM: _ _:..:N=-=.G:..:. V.:.::.O:... • .:c:29:__ __ _ a+oo 9+00 PRomcrDFSioN CoNSULTANIS PIANNJNO • l!NVIIOGolNrAI, • lll«llNml!«J • SORVBr/OJ'S 70 I B Street, Suite 800, San Diego, CA 9210 I 619-235-6471 FAX 619-234-0349 GRECORY ... SHL ... ..., R.C.E. ~2951 CA l£ REQSTRA llON DE~GNED I'll ~ EXPIRES 03-31-05 BIi RE\1E\I NJ,.. 7·tt. ·t:J/ ' ' -•- ' ' -----~' @" l6~ LF'o o,6 SUR\O RE',1E\I 10+00 of Ess, t< M. Stt1. / / t;; iJl ~ "' '-" No. 42951 "" ~ Exp. 03-31-06 f;l c,v11.. Of CAI.. I ' : ' ' ' '\ ' 8 ~ cS f'< ' ! -250i ' ' " rT I r-- '--~-+---'#--lt-,----,'"-,k-,-;------J+-,-245.-+---e---'-~-.;-,J-+- . ' ' ~J · 119. 'g' -. ' ' ' ;~~ ,Cl~ ·~~ ~".'{; "' l I ' ' ' l ;_240i ' ' T" - -t 245--- ' ·240-i _+93.33' ' \ .,..... _ __,,,, 11+00 . --; ~ ,------_. SEWE:R DATA , NO. DEL TA OR BRG. 1/?ADIUS(ft LENGTH(ft) REMARKS • ~ N79'5J'5J"W ----55.46 8" PVC SDR-35 .- (l) ....._,5·45•0:r 197.5 92.21 • ,, CD N~W -----71.87 '/ CD sor;:; 200 174.85 ,, . A(' Q) 137734" ""' 200.00 46.40 ., • CD N76TJ2 48"E _.,... __ 42.76 ... • Q) 9·44•19· 510.ur,t. 86~ • CD N85'47'08"E -----.38 • CD 35075 41" 510.;ft!_ 311.J!!j. • Q) 2'55'40" • I Jl!:.00 25.24 .... <ID N82'50'58"E~ 92.36 -• ' <ID ~ 206.0J 68.32 ........ I ® N7, 15 W -----56.08 ....._ A @) AV25'50 12T 24.16 • ....... ----- ' ~ N00'41'57"E -----20.28 8" PVC SDR-35 ....._ ' ...__.. -,....,...___ "" ~ 1~ _25'53'5~ 200.00 90.11 8" PVC (e,. .901'\l .... 16 N26'44'0!) '£ ---~ -66.,2· 8' I'~ cc ·900) ) FOi< Fk!f/LE OF([f)@ Sf_fi ,HITT II Sf~ 1..u .. ~· t 1,/. . ' 2. -----· PRIVATE CONTRACT INSPECTOif ~ CITY OF CARLSBAD fsHEETSJ 1-----+--+-----------------+---+----Ir---+-----t LJQ_j ENGINEERING DEPARTI.1ENT l_11_j :::::===:...::::::::===============--=====: I ·OG-12 VC 1·2."1-,X, PPC DA TE INITIAL NGINEER OF WORK ~ 'A6-BUILT' RfY. SE.WU. L/Nf •c• Ct>NNfCT )I) IA C"l1A AC>DED SE.WtR. l/;JS "G" CO/JIJEC r -re, I.JI C051'4 REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL PLANS FOR TI-IE IMPROVEMENT OF: SEWER LINE B' BRESSI RANCH PLANNING AREA 11 APPROVED: LLOYD B. ~ PROJECT NO. CT 02-19 ,15-BUILT' DRAWING NO. 418-8 J.N 2401.11 osoio6 091404 Q72605 ', • • • ' ---------------~ +-~'-+-------+---------------+-~~ ++ >,------+--. ---"-----+-~ + I -! ' ' l 290 -i ' ; - I L. __ ~-L--- ' ' ' --------+ / /: y ' i --+- l -+-i ' L [___ ' t f f ' :~ colcR~ ANcnoJ---+---..1 wo.a. nRc ' fl!i{SI} ,S-~ . . : rrrf ~ll) 12 '~ - -i r r ? ! i : \ ! \ \ i i ! : : TfOCJ,00 \' ' V -. ! -¥ 1_ -' \ . ' ' ' ' t i ' ' + +--~---,-----j----- ' --: . ----- 280 ' 260-; 1+00 I :; /i / l I I , [ :/, i @ i ; ' _-,_ ?41:FICP N : 142. 9J lF O ~2.Jq:r 1 i -- ~ ---,---t -/--: = 11.4! cf~ V =,21~r_1p_1;$_L_+---'---~_j___J__--l-'--_l_--'---_[_---'-'--~-'.~=------'--- f f---+-. -c--5+00 ----6t00 i/ I t I I I I I I I ) I I L ! ! I l . i ! FL IN' 257.08 1• 1 PROFILE: 1 STORM DRAiN 'C ( f'RJ -ATE) !L'tL----'=::=FL':'OU+':':T=2=51i=;:'':"75'L+---i------+-, S¢,\Lt-H9f11Z. 1~4¢. ~lff-µ~'--;--~---,--, 24' RCP i~ /l!s9 J.,. 0 11.7BX 1 Q,., = 111•1 cfs V,{= I .9 fps FL IN 52.4-1 fl OUT 252. 11 0 20 40 I I I. 2+00 80 f 0 I ' 3+00 4tOO BENCHMARK OE:SCR/PTION: BRASS DISK IN CONCRE:Tf IN A STANOAFIO SUR\£Y IITTL ON CENTERUNE: OF El CAMINO REAL / ~ ;, ,,. ,i>' ;J .. <:i • j PR.omcrDFSIGN CONSULTANTS PlANNlNO • llNYmtNMl!NTAL • l!NolNEmm«J • SlllM!YIOl'S 701 B Street. Suite 800. San Diego, CA 92101 619-235-6471 FA.X 619-234-0349 LOCATION: COUNTY OF SAN DIEGO 8E:NCHMAFIK OE:SIGNA TION NO. 111800 288+89 EC GREGORY It 51-tlu...,_.. R.C.E. 42951 DAll: Rt~STRATIDN DESlGNED PY Y-.~ ~ EXPIRES 03-31-08 ·~ RE\iElt ElE:VA TION: 311. 407 1.1.S.L DATUM: _ __:.N"'.G.c.c.V.=.D=·~2=9 ___ _ -,. 1(.-<J <t' ,.--,----· -----~--...) 20· FR!Vfl TB Dl!f/1/'/Aibe £,ASoM/5NT ,4SSHOW l1 ON FINAL MAP~ ~ STORM DRNN 'c' r--,. -,-- - ---I TYPE: A-4 C.O. I PLAN: STORM DRAIN 'C' SCALE:: 1'=40' MU/RFIELDS DRIVE SE£ SHffT 4 I ' 1+00 Ra.101/f E,(/Sf.: & £:~ J'l.(!6 1!£1'. P'(G. , 7-~- A Nil Cb NN£Ct lfl: 1{!~.44) i __ FR_ f trus_· $.' eWE ' ,. . "C' ,-L ' • I \_~n;::8' Fl 5~R : SCAut, H6riil. 1'~4/l' · '. ' (.FDR PLAN '. V/8'/ SE~ Si-13£{ 1 I> ) (! 2,00% P!iR 1t.'b. 4Zr-$ .2,400 3 .. 00 -. ~ STORM DRAIN OATAI Cl'RIVATe} NO. DEL TA OR 8RG. RAOIUS(ft LENGTll(ft REMARKS , NJJ"J9'06'W -----36.59 24" RCP (1350-D) " 2 N51'52'11'W -----142.9J • J N44'53 44"W -----16J.5J 24· RCP 11350-DJ .J WATEKTIG//T J0INT5 PRIVATE CONTRACT INSPECTOR ,,1,,,,t, I DATE fsHwl CITY OF CARLSBAD ~ 1----+--+------------------t---+----,i-----+----t L..!.!_j ENGINEERING DEPARTMENT LJlj ~PLA===NS=::'.FO;R:;::::::11-i::::E;::::::IM::;;P:;:R:;:OVE:::::;::M:;:EN::::T;::::::;:Of':;::====~==~ SIJRIO RE'1E\t. c< M. Sf1, "' ~ ~ No. 42951 °'" Exp. 03-31-06 CIV\\. Of' CAI. 1/·0~-12 POC 01· Z4-0i,, F'PC 5'•2.~-5 EC DA TE INITIAL NGINEER ~ WORK /Ill; e, • F'KPl'IL/; APIIED :51!11/ER LI/IIE 'c'' PRoF',~e REVISION DESCRIPTION DA TE INITIAL OlHER APPROVA STORM DRAIN 'C' BRESSI RANCH PLANNING AREA 11 APPROVED: LLRJ B. HUBB .,. DWN BY: ,-,..-r=I CHKD BY: UJit' RVWD BY: C'W Cl ENGINEE PROJECT NO. CT 02-19 EXPIRES l-2-J1 f.;.0,5j ek4,'~ lt"I' DRAWING NO. 418-8 c!'.N 2407 11 0,50206\ 072605 Ul □ i~ II) [il ... ... ta, ...... om - I --m ... \ •