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DWG 413-2; CT 02-14; BRESSI RANCH PLANNING AREA 12 UNIT 6; 01-11
KEY MAP LEGEND --- .... r----7 L ____ J @ (]) RIGHT OF WAY SHIER LINE SEIIF:R MANHOLE WAIE/? MAIN STORM DRAIN STREET LIGHT STREET LIGHT PER Dllt' NO. 400-8 FIRE HYDRANT FIRE HYDRANT PfR Dltt, NO. 400-8 SHEET LIMITS SHEET NUMBER ACCESSHOLE NUMBER cJ PROJECT SITE VICINITY MAP NOT TO SCALE BRESSI RANCH PLANNING TENTATIVE MAP CT 02 UNIT N0.6 AREA 14 KEY MAP SCALE: 1 • =120' SHEET INDEX SHEET 1. . .. . . . . . . . . .. . . . . . . . . .. . . Tl!LE SHEET, KEY MAP SHEET 2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION NOTES SHEET 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . TYPICAL SECTIONS AND DETAILS SHEET 4 TO 11 ..................... IMPROVEMfNT PLANS AND PROFILES BRESSI RANCH REFERENCE DRAWINGS N SEE DRAIWNG NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STREET IMPROVEMENT PLANS. SEE DRAIWNG NO. 400-8A FOR MASS fiRADING AND EROSION CONTROL PLANS. SEE DRAIWNG NO. 400-8C FOR BRESSI RANCH R[SIOENTIAL STORM DRAIN PLANS. IMPORTANT NOTICE SECTION 4216/4217 OF 71-/E GOVERNMENT CODE REQUIRES A DIG ALERT IDENT/RCAT/ON NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE• 1+1LL BE VALJD. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT: TOLL FREE 1-800-422-4133; TWO WORKING DAYS BEFORE YOU DIG. OWNER/DEVELOPER NAME: ADDRESS: PUONE: BRESSI GARD[NLANE, LLC., A DELAWARE UM/TED LIABILITY COMPANY, AS OWNER BY: LENNARANR CAMINO PALOMAR, LLC., A DELAWARt LIMITED LIABILJTY COMPANY LIABILITY COMPANY, ITS ADMINISTRATIVE MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORA T/ON, ITS MANAGER 5780 FLEET STREET SUITE 320 CARLSBAD. CA. 92008 (760) 918-7765 NOTEc THE CONS7RUCT/ON OF UNDERGROUND FACILJTIES SHALL NOT BEGIN UNTIL A LETTER HAS BEEN SUBMITTED TO THE CITY ENGINEER FROM THE SOILS ENGINEER STA TING THE S£T11;:;f J:;t:;:;~C:,;NG IS COMPLETE. 12 WORK TO BE DONE 71-/E IMPROl£MENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH 71-1£ FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONS7RUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. 4. 5. 6. 7. 8. 9. 10. THIS SET OF PLANS FIES. OI.UT/ON NO.S 5201 (EIR 98-04), 5202 (GPA 98-03), 5203 (ZC 98-04}. 5204 (MP 178), 5205 (LFMP 17), 5206 (CT 00-06), 5207 (HOP 99-06), 5208 (SUP 99-03:ECR), 5209 (SUP 01-10:FLOOD), 5461 (CT 02-14). THE STANDARD SPEC/RCA T/DNS FOR PUBLIC WORKS CONSTRUCTION (GRf;fN BOOK) SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON &-ASSOCIA1FS, DATED SEPTfMBER 8, 1998. . " THE SAN DIEGO AREA REGIONAL STANDARD DRAMNGS AND AS MAY BE MOD/RED BY THE CITY OF CARLSBAD STANDARDS. THE CALIFORNIA DEPARTMENT OF TRANSPORTA T/ON, 'MANUAL OF TRAmc CONTROLS FOR CONSTRUCTION AND MAINTFNANCE WORK ZONES". THE CALIFORNIA DEPARTMENT OF TRANSPORTA T/ON STANDARD SPEC/RCA T/ONS DOCUMENT NO. 769692. THE CALIFORNIA DEPARTMENT OF TRANSPORTA T/ON STANDARD PLAN, DOCUMENT NO. 769691. 71-/E CARLSBAD MUNICIPAL WATER DISTRtcrs STANDARDS AND SPECIFICATIONS FOR WATER, SEWER, AND RECLAIMED WATER. LEGEND QUANTITY UNIT ITEM STANDARD DRAIWNG 111,592 6,041 5,026 32,427 18 15 19 6 5 3,400 441 8 8 12 3 7 SF SF LF LF SF 4• ASPHALT PAVING (SEE STREET NOTE 1)---------CARI.SBAD GS-1------------------- -cROSS GUTTER-----------------------------SDRSD G-12 •• (GS-9, 10)----------- 6' TYPE 'G' CURB &: GUTTER-------,------------SDRSD G-2---------------------- 6" TYPE 'A' A.G. DIKE------------------------SDRSD G-5---------------------- PCC SIDEWALK -4• THICK---------------------SDRSD G-7---------------------- CURB RAMP-----------------~----:_----SDRSD G-27, TYPf A--------------- STRITT LIGHT, PULLBOX •• ..:..:,---~•--0/iE /JeTAl1...St!Ef?r"0--~ ~,----- STREET SURVf:Y MONUMENT--------------------SDRSD M-10-----·-- DUAL STRITT NAME SIGN (DSN)-----------------SDRSD SDM-102------------------- STREET SJGNS------------------------------SDRSD SDM-102------------------- CONSTRUCTION OF 12" PVC WATER, Cl.ASS NOTED ON PLANS--- CONSTRUCT/ON OF 12" PVC WATER, CLASS NOTED ON PLANS---- -GMWD 21--------- -GMWD 21 CONSTRUCT/ON OF 12" PVC RECYCLED WA JER, Cl.ASS NOTED ON PLANS----CMWD 21--------- CONSTRUCT/ON OF 8" PVC RECYCLED WATER, CLASS NOTED ON PLANS----CMWD 21--------- CONSTRUCT/ON OF MANUAL AIR RELEASE-----------CMWD ~------------------------ AIR &-VACUUM VALVE ASSEMBLY ------CMWD W7------------------- CONSTRUCTION OF 2• BLOW-OFF ASSEMBLY---------CM'M) ~------------------------ CONSTRUCTION OF 8' GATE VALVf: ASSEMBLY-------CMWD W16------------------- CONSTRUCTION OF 12' GATE VALVE ASSEMBLY-------CMWD W16------------- CONSTRUCT/ON OF ENDCAP AND THRUST BLOCK ASSEMBLY-------------CMWD W15-------- CONSTRUCTION OF RR£ HYDRANT ASSEMBLY--------CMWD W12--------·-------- SYMBOL I< / I AA ---JN--. 12" PVC _ ,., _g• PVC_ h -R-..E_" PVC _ 8" PVC -R---- -__M,_A.R.■ -- -A.&-V.V.■ -- ___ 8.0 .• __ ----------- -----'l<l r--J F.H. 3.366 17 2 91 91 EA EA EA EA EA LF LF LF LF EA EA EA EA EA EA EA LF EA EA EA EA EA [A LF LF LF [A 8' PVC SEIIE"R, Cl.ASS NOTED ON PLANS-----------CMWD S5-------------------------9-- 8 769 809 171 8 9 2 38.5 EA EA LF SEWER ACCESSHOLES--------------------CMIIO S1 SEWER MAIN CI.EANOUT CMIIO s:t1-6-- S£W£R LATERAL-----------------------------CMWD S6, S7------------- -WAJER LATERAL-----------------------------CMIIO W3- IRRIGA T/ON SERVICE------------------------------------------------------- LOCAL DEPRESSION--------------------------CARLSBAD DS-1------------------- 18' RCPSTORM DRAIN------------------------------------------------------ 24" RCP STORM DRAIN------------------------------------------------------ 30" RCP STORM DRAIN----------------------------------------------------- ---0- ---o ---® ---® ---(j) C!, === ·TYPE '8' CURB INLET-------------------------PER SDRSD D-2"------------------= -:-={!!I ·TYPE 'A' CLEANOUT--------------------------PfR SDRSD D-9- TYPE 'F' CATCH BASIH------------------PER SDRSD 0-2"----= -:-={!!I GUARD POST AND BARRICADE----------PER SDRSD M-9 ------------------• ,, • ,, • •• AS MOD/RED BY THE CITY OF CARLSBAD NOTE: 71-/E ABOVE QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANTITIES. "AS BUil T" SOURCE OF TOPOGRAPHY tTS: 1/lu. /us ,dcr-r BASIS OF BEARING CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD FIRE DEPARTMENT ._. I •• 'DECLARATION OF RESPONSIBLE CHARGE' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE O'.ifR THE DESIGN OF THE PROJECT AS DEF1NED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT 71-1[ DESIGN IS CONS/STFNT IWTH CURRENT STANDARDS. I UNDERSTAND 71-/AT THE CHECK OF PROJECT DRAIWNGS AND SPECIFICATIONS BY 71-1£ CITY OF CARLSBAD IS CONFINED TO A RfWEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF l10RK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PROJECT DESIGN CONSULTANTS -----------------ADDRESS: 701 B STREET, SUITE 800 CITY, STA TE: SAN DIEGO, CALJFORNIA TELEPHONE: (619) 235-6471 BY:.:_ --~9£:::~:=~===Ld=::o:·=A.============ """'t;ECORY M. SHIELDS R.C.E. NO. _...:4:::c29'--'-5_1 _____ REGISTRATION EXPIRATION DATE: 03-31-04 f: \L11gr\24C!\pA!2\imp\24C:l.12imp01.Cw9 O'.Z/OJ/2004 !1:/5:37 AM PST orEss, 'cft' M. S,,,/. (I' No. 42951 Exp. 03-31-04 C'IV\\. 0,:-CAI.I' TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTOGRAMMETRY METHODS FROM INFORMA T/ON GATHERED ON MAY 11 -19~98~ BY SAN-LO AERIAL SURVEYS TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 213-120-03 &-213-122-04 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 1990-6252 BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llf:LL ON CENTERLINE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R/800 288+89 EC [LEVA T/ON: 311.407 M.S.L. DA TUM: N.G. V.D. 29 --'-='-'='-~---- THE BASIS OF BEARING FOR THIS SUR'.ifY IS THE CALIFORNIA COORDINATE SYSTEM, NAO 83, ZONE 6 AND WAS ESTABL/SUED BETIIEEN STATION NO. V-2002 PER R.O.S. 14023 AND STATION NO. SDGPS-41 ESTABLISHED BY 71-/E COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, l.f., N88'54'05"W. THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE= GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SUOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STAT/ON V-2002 IS -0'32'51.881• QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. PROIBCTDF.SIGNCONSULTAN1S l'.UNNIIIG • IINYJlaWBN'lltL • ~ • SlllM!rJGl'S 701 B Street~ Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 DEPUTY CITY ENGINEER EXP/RATION: al-30-06 DATE INITIAL NGINEER Of WORK REVISION DESCRIPTION REQUIREMENTS _,_,_;ik!>'0A--£~.=.e::...;:...__ ___ ) • Z. , . .J"/ NO. OF F.H.(S)_8_F.~ 1500 G.P.M. OUT OF__J_f.H.(S RCE ,;zq'5/ EXP. Oj-jl-t!B DATE BLDG. ~,Rl KLED YES/~-F.now_ (500 G.P.M. j EWED BY: : -1·(f-2#t( FIRE1 MARSHAL DA TE • ·1NSPEC OR PLANS FOR THE IMPROVEMENT Of": BRESSI RANCH PLANNING AREA 12 DATE INITIAL DATE INITIAL 011-lER APPROVA CITY APPROVAL OWN BY: PROJECT NO. 2~ g~~ CT 02-14(6) EXPIRES 12-31-051 't(.-z~ .. ; DRAWING NO. 413-2 J.N. 2407. 12 051004 C .... :E 9. C, .... .a::-, ......... (,.) I I\) GENERAL NOTES 1. 7HIS PLAN SUPERSEDES ALL 07HER PLANS PREv!OUSLY APPROVEO BY 71-1£ CJTY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICJPAL CODE. RESOLUTION OR CONDITIONAL APPROVAL, CITY STANDARDS OR 071-IER ADD/710NAL DOCUMENTS USTED HERON AS 7HEY MAY PERTAIN TO 7HIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REvlSE THESE PLANS 'MIEN NON-CONFORMANCE IS DISCOVERED. J. CJTY APPROVAL OF PLANS DOCS NOT REUEVE THE DEVELOPER OR ENGINEER-OF-ltORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REv!SIONS SHALL BE PROMPT!. Y SUBMITTED TO 7HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 7HE CITY ENGINEER IIILL BE REQUIRED FOR ANY IIOR1I' IN 71-1£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSVANCE, A CER 11F1CA TE OF INSURANCE MUST BE ALEO NAMING 7HE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON Tl/£ PERMITTEE'S POUCY IN 7HE MINIUUM AMOUNT OF $1,0D0,000.DO FOR EACH OCCURRENCE OF LIABIUTY. THE INSURANCE COMPANY WRITING 1HE POLJCY MUST HA\£ A RAnNG Of '.4' AND A S/ZE CATEGORY Of CLASS V AS ESTABUSHED BY •BESTS" KEY RA TING GUIDE. 5. NO WORK SHAU BE COMMENCED UNTIL ALL PERMITS HA VE BF:EN OBTAINED FROM 111£ CITY AND 011/£R APPROPRIATE AGENCIES. 6. REvlS/ON OF 11/ESE PLANS MAY BE R£QUIRED IF Tl/£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO 7HE D£ADLINE DAT£ OF 1HE IMPROVEMENT AGREEMENT. 7. NO REvlSIONS WILL BE MADE TO 7HESE PLANS IIITHOUT WRITTEN APPROVAL OF TH£ CJTY ENG!N££R, NOTED IIITHIN 71-1£ REVISION BLOCK, ON THE APPROPRIATE SH££T OF THE PLANS AND TITI.£ SHEET. 8. ORIGINAL ORA~ SHAU 8ECOM£ TH£ PROPERTY OF Tl/£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. TH£ ORIGINAL ORA IIING SHAU BE REv!SED TO REFI.ECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-IIORII' PRIOR TO FINAL ACCEPTANCE OF THE ltORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL B£ MAINTAINED TO TH£ PROJ£CT SITE AT All TIMES DURING CONSTRUCTION. 11. 'MIER£ TRENCHES ARE IIITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY MJRK SHEETS AND, (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APP/JED SOILS MECHANICS. THE SOILS REPORT WILL BE SVBMITT£D TO THE: CITY ENGINE:ERING INSPECTOR IIITHIN TKO WORKING DA l'S OF COMPL£TION OF FIELD TESTS. THE: WRITTEN FIEW COMPACTION REPORT(S) SHALL Bf IMMEDIATELY SUBMITTED TO Tl-/£ CITY ENGINEERING INSPECTOR UPON COMPL£TION OF THE FIELD TESTS. 12. A PRECONSIRUC11QN MEEllNG SHALL BF HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY AU. REPRESENTATIVES RESPONS/Rl E FOR CONSTi1UC110N. INSPEC110N. $/Jf&'dSfON, TFSTING AND ALL OTHER ASPECTS Of TH£ WORK. THE CONTRACTOR SHALL SCHEDULE THE MITT/NG THROUGH THE: PERMIT CLERK (760-602-2740) AT LEAST FIVE (5) WORKING DA l'S PRIOR TO STARTING CONSTRUCTION APPROVEO DRAWING MUST 8£ AVAILABLE PRIOR TO SCHEDUUNG. 13. All lNSPEC1/0N REQUESTS OTHER THAN FOR PR£CONS1RUCTION MEETING WILL BE MADE BY CALLING 1HE 24-HOUR ENGINEERING INSPECTION REQUEST UN£ AT (760}438-3891. INSPECTION REQUESTS MUST BE RECEI\IED PRIOR ro 2:0Q P,1.1. ON 1Hf DAY BEFORE TH£ INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUfST OTI-IERIIISE. REQUESTS MADE AFTER 2: 00 P.M. tt/LL 8£ SCHEDULED FOR TWO FULL t!VRK DA \'S LATER. 14. THE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL 8£ SOLEl. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA~ AND REGULATIONS. 15. SVBMlmNG A DETAIL PLAN TO THE CITY £NG/NEER AND/OR CONCERNED AGENCY SHOWING THE: DES/GI'/ OF SHORING, BRACING, SLOPING OR OTHER PROvlS/ONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CA v!NG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5; OR MORE IN DEPTH AND APPROVED BY TH£ CITY £NG/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABUSHfD BY THE CONSTi1UC110N SAFETY ORDERS. 1/TLE B CALIFORNIA ADI.IINISTRA Tllf COD£. THE PLANS SHALL RE PREPARED BY A REGISTERED ENGINEER AT 1Hf CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUB/,/ITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHEOLOGJCAL RESOURCES AR£ DISCOVERED 'Ml/:IIN ANY WR/< ZQfJf DURING CONSTRUCTION, OPERATIONS MfLL CEASE IMMEDIATELY, AND THE: PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS 111LL NOT RESTART UNTIL THE PERM/TT££ HAS RECE/VEO WRITTEN AU7HORITY FROM THE CITY ENGINEER TO DO SO. 17. All OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERE:TO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS. EARTH MDvlNG EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTI-IER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO Tl-IE PERIOD Bf TWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTH MDV/NG OR GRADING OPERATIONS SHAU BE CONDUCTED ON W££KENDS OR HOUOA l'S. (A LIST OF CITY HOUDA \'S IS AVAILABLE AT THE ENGIN£ERING DEPARTMENT COUNTER.) 18. AU. OFF-SITE HAUL ROUTES SHALL BF SUBMITTED BY THE CONTRACTOR TO ll1E CITY ENGINEER FOR APPROVAL DIP FULL WORKING QA YS PRIOR TO BEGINNING Of WORK. ll1E CONTRACTOR SHALL BF RESPONSIBLE FOR ANY VEBRFS QR DAMAGE OCCURRING ALONG THE HAUL ROUTE QR ADJACENT SIREETS AS A RESULT OF 7HE GRAQING OPERA T/ON. 19. NO BLASTING SHALL BE COMMENCED 111TI-IOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS KE'RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CAUED TO Tl-IE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN LOCATION DIFFERENT FROM THAT SHOWN IN THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY M£ASURES TO PROTECT THE UTILITIES SHOWN .ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21 Tl-/£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/UTIES (ABOVEGROUND AND UNDERGROUND) IIITHIN THE PROJECT SIT£ sumCJENTLY AHEAD OF THE CONSTRUCT/ON TO P£RMIT TH£ REvlSIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHAU NOTIFY AFFECTEO UTILIIY COMPANIES (SEE BELOW) AT LEAST TWO fUU. t!VRKING DA l'S PRIOR TO STARTING CONSTRUCTION NEAR TH£/R FACILITl£S AND SHALL COORDINATE WORK 111TH A COMPANY REPRESENTA TIV£ UNDERGROUND SERVICE ALERT SDGM SBC ADELPHIA CABLEVISION COX COMMUN/CATIONS CJTY OF CARLSBAO (STREETS AND STORM DRAIN) • CITY OF CARLSBAD (SEKE'R, WATER &, RECLAIMED WATER) • SAN DIEGUITO WATER DISTRICT • LEUCADIA WASTEWATER DISTRICT • VAUEC/TOS WATER DISTRICT • OLIVENHAIN WATER DLSTRICT • BUE:NA SAN/TA nON DISTRICT • AS APPROPRIATE T-\Engr\2107\PM2\:mp\21C:712irr;p02.dwg C2/iq/20C·1 03:32:03 PM PST (800) 422-4133 (800) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 (760) 633-2650 (760) 753-0155 (760) 744-0460 (760) 753-6466 (760) 726-1340 S. D. G. & E. NOTES 1. Tl-/£ EXCAVATOR SHALL CAREFULLY HAND DIG IIITHIN 2-FEET OF TH£ NATURAL GAS TRANSMISSION LINE. 2. NO POWER OPERA TED EQUIPMENT SHALL BE ALLOKE'O IIITHIN 2-FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION LINE. J. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF 7HERE IS NO v!S/8LE DAMAGE, THE CONTACT AREA MUST 8£ IMME:DIA TEL Y INSPECTED BY AN SDG&E WELDING INSPECTOR. THIS MAY SIGNIFICANT!. Y D£LAY YOUR JOB IF SHORING OR OTHER SAFETY PRECAUTIONS ARE NEE:DED TO ALLOW THE: INSPECTION. 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY. CALL USA (800) 227-2600. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF 7HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MEGHAN/CS, ON "THE PRfPARED BASEMENT SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENG/NffRING INSPECTOR FOR REvlEW AND APPROVAL, A MINIMUM OF TWO (2) CITY WORKING DA \'S BEFORE Tl-/£ WORK BfGINS. 2. STREET LIGHTS SHALL Bf INSTAUED AS SHOWN ON THESE PLANS. UNDERGROUND CONDUIT RUNS, SERvlCE POINTS AND HANDHOLDS SHALL Bf SHOWN ON THE: "AS-BUIL r" PLANS. NO DIRECT BURIAL STREET LJGHT FOUNDATIONS WILL BE ALLOKE'D. ALL LUMINARIES SHALL BE "CUTOFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLW PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4-. STORM DRAIN PIPE SHALL BE R£/NFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAINS. PIPE UP TO 15" PVC MAY 8£ UTILIZED PROv!DfD D£PTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE: "C" AND PIPE MEETS ASTM STANDARD 3034 FOR 35 SOLID WALL PIPE. 5. 'M/£RE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED IIITHIN TK£NTY FEET OF BU/LO/NG OR STREE:T ARE:AS AND REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTH£R AR£AS 7HE PIP£ lllll BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY 11-IE CITY ENGINEER. 6. 'MIEELCHAIR RAMPS SHALL 8£ INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TRITS SHAU 8£ /NSTAUE:D PER SECTION IV D.3 OF 7HE CITY OF CARLSBAD LANOSCAPf MANUAL. 8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STRITT 111THIN THE UM/IS OF WORK OF THIS PLAN PER SDRS OWG Mt9. 9. AU SURVEY MONUMENTS AND POINTS 7HAT ARE DISTURBED BY THIS WORK SHAU BE RE-ESTABLISHED, PERPEJUA TED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROvlDE:D TO 7HE CITY ENGINEERING INSPfCTOR. SIGNING AND STRIPING NOTES t. 7HE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PA >tf:MENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAmc MANUAL, CAL TRANS STANDARD SP£CIFICA TIONS ( JULY 1999 OR LA TEST VERSION THEREOF), TI-/ESE PLANS AND THE SPECIAL PROvlSIONS. 3. All SIGNING AND STRIPING IS SUBJE:CT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE, PRIOR TO INSTAUA TION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHAU BE APPROVED BY 7HE ENGINEER OF WORK AND PUB/JC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE RELD. 5. All SIGNING AND STRIPING SHAU BE Rm£CTIVE PER CAL TRANS SPEC/RCA TIONS. STRIPING SHALL BE REPAINTED TWO Mm<S AFTER INITIAL PAINTING. S/Gl'IING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO ANAL ACCEPTANCE OF STREET IMPROVEMENT, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONTRUCTION PROJECT IIILL BE R£STORED TO A "LIKE NEW" CONDITION, IN A MANNER MEE71NG Tl-IE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMITS SHALL BE APPROVED BY THE PUBUC t!VRKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PA >tf:MENT LEGENDS BY GRINDING. DEBRIS SHAU BE PROMPT!. Y REMOVED BY 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 FIEW LOCATED. CROSSWALKS SHAU HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIE:D. 11. ALL CROSSWALKS, UMIT LINES, STOP BARS. PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE 11-IERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM Tl-IE LATEST CALTRANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. IJ. ALL MEDIAN NOSES ANO FLARES SHALL 8£ PAINTED n-LLOW. H. ALL SIGNS SHAU 8£ STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAmc MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POST SHALL BE SQUARE PERFORATED STEEL TUBING WITH BR£AKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING M-45. 16. 'MIEN A SIGN IS ATTACHED TO A POLE. IT SHALL 8£ MOUNTED USING A STANDARD CITY MOUNTING BRACKE:T WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHAU BE OEUVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC t!VRKS YARD AT 405 OAK A \/£NU£. 18. ALL SIGNS SHOWN ON 11-IESE PLANS SHALL 8£ NEW SIGNS PROvlDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIRCAU Y SHOWN AS EXISTING TO RELOCATED OR TO REMAIN. CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES &, REGULATIONS FOR 7HE CONSTRUCTION OF POTABLE WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 1993 OR AS AMENDED. 2. Tl-IE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVIS/ON OF INDUSTRIAL SAFETY AND PROvlDE PROOF OF OSHA NOilFICAT/ON BfFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROvlSIONS OF THE STA TE CONSTRUCTION SAFETY ORO£RS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST Bf SIGNED AND APPROVED BY THE CITY OF CARLSBAD DEPUIY £NG/NEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM ON SEVEN (7) OA l'S BEFORE CONSTRUCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION D£PARTMENT-T£LEPHON£ NO. (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHAU NOilFY THE C/IY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING IIOR1I' SO THAT INSP£CTION MAY BE PROVIDED-TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE AUOIIEV IN THE WATER LINE EASEMENT. All EXISTING TREES AND STRUCTURES SHAU BE R£MOVED PRIOR TO COMMENCEMENT OF vitJRK-ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD D£PU1Y ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHAU 8£ PROTECTED BY MEANS OF CA 71-100/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN Bf P£RFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER l',ILL CONSIDER ANO ALTERNATE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE: LOCA TEO BETK£EN Tl-IE DETECTOR CHECK VAL VE AND BUILDING SHAU Bf D£T£CTOR CHECK VAL VE AND BUILDING SHALL 8£ DETERMINED BY THE Cl TY OF CARLSBAD FIRE MARSHAL. 9. ALL R£CLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 111TH THE 'CARLSBAD RECLAMATION RULES AND REGULATION FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 1993 OR AS AMENDED. 10. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTH£RWISE NOTED ON PLANS). 11. ALL WATER METER BOXES SHALL BE ARMORCAST. • .,. ·····-······-. ...... L. I • UGHTN01E.'S: ~ .LEN.!. IS u.V. ftltlJII.JUD,A/(1/./•'/EL«JW,VG- S'r!Pf'tBIJ e;, r ~,•. A,:Jt:.'IJJl w,rn ·, BRASS FINIAL, AND INTERNAL TYPE HI SEGMENTED REFLECTOR SYSTEMS • ACORN HOLDER IS D£CORA TIVE CAST ALUMINUM, AND HOUSES THE BALLAST AND BUTTON PHOTOCELL. FIXTIJRE IS 1DOW M. TAP. J< l"l)J.,s, IS 1(!flf6E. S'rfdw/1, NCH· ~D . fl.JUN) At,tiM1µ1JJ,j Wmf /().~'/." Jicwlt> . eAst'"lttlJHit,IIU1W',Q; -Rlt7E (.IIIQ4~'( l'l/it CSD 1/:I -10 BAS£ COVER IS TKO PIECE, SHELL" Sm.£, CAST ALUMINUM. • POLYESTER POVtfJ£R COAT PAINT FINISH. • GALVANIZED S7f£/.. ANCHOR BOLTS. 0----.16 FLAT FLUTES POLE SECTION 12. MINIMUM STAPACING BETWl:EN POTABLE WATER LATERALS S£llfR SERvlCES SHAU BE 5 FEET. 13. THE TOP OF WATER MfTER BOXES SHALL 8£ FLUSH 111TH 1H£ RN/SHED SURFACE GRADE. ~~--~:==~~ ! TIKI PIEC£ DECORATIVE -~ ..----.__..----_.__.:_BA._::SE CO\oER DETAIL SEWER NOTES 1. All SEKE'R MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 11171-1 THE "CARLSBAD MUNICIPAL WATER DISTRICiS SE:Kf:R S\'STEM -DESIGN CRITERIA, STANDARD DRAl',INGS AND SPEC/FICA TIONS~ LA TEST EDITION, ANO Tl-IE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 1HE OMS/ON OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF 1HE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICiS EXISTING Sl'STEM, A PERMIT SHALL Bf OBTAINED FROM THE DISTRICT. IT MUST 8£ SIGNED AND APPROVED BY THE: CITY OF CARLSBAD DEPUTY CITY £NG/N££R ANO DISTRICT SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBUC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSmUCTION (TELEPHONE: {760] 4J8-J891.) SPECIAL NOTES THE FOLLOl',ING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CJTY ENGINEER'S SIGNA TUR£ ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. 11-IE LOCATION OF EXISTING UTILITIES ARE BASE ON AVAILABLE RECORD INFORMATION. CONTRACTOR SHALL VERIFY THE LOCA710N AND £LEVATION OF ALL EXISTING FACIUTIES (ABOVE GROUND AND UNDER GROUND) WITHIN Tl-IE PROJECT SITE. 7HIS WORK SHAU BE PERFORMED sumCIENTL y HEAD OF CONSTRUCTION TO P£RMIT CITY APPROVED REVISIONS TO THE CONSTRUCTION PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONFIJCT 111TH Tl-/£ PROPOSED WORK. CONTRACTOR SHAU NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER UT/UT/ES ENCOUNTERED PRIOR TO PROCE:EDING 11,17H CONSTRUCTION. 2. ATTENTION IS CALLED TO 11-IE POSSIBLE fXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFER£NT FROM THAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES, FACILITIES, OR STRUCTURES, SHOWN AND ANY OTH£R LINES, FACILITIES. OR STRUCTURES, NOT OF RECORD OR NOT SHOWN ON THESE: PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE IMPROVEMEN7S DAMAGED BY CONTRACTOR SHALL BE REPLAC£D AS REQUIRED BY Tl-/£ C/IY OF CARLSBAD ENGINEERING DEPARTMENT. 3. SAFETY PRECAUTIONS AND ADEQUATE BARR/CAO/NG TO BE IN FORCE BY THE CONTRACTOR AT ALL 71MES. NEITHER Tl-IE OWNER NOR Tl-IE ENGINEER OF WORK IIILL ENFORCE SAFETY MEASUR£S OR REGULATIONS TH£ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA710NS. 4. All LENGTHS AND DISTANCES FOR IMPRO>tf:M£NTS SHOWN ON TH£SE PLANS ARE MEASURED IN A HORIZONTAL PLANE. 5. 11-IE DISPOSAL OF ANY ASBESTOS CH/ENT PIPE SHALL BE IN COMPLIANCE WITH ALL CURRENT LOCAL, STA TE AND FEDERAL REGULATIONS. 6. THE WORK TO BE DONE SECTION ON THIS SHEET USTS THE STANDARD SPECIFICATIONS AND DRAWINGS USED DURING THE IMPROVEMENT PLAN/GRADING PLAN DESIGN. THESE PLANS HA V£ BEEN PR£PAR£D IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE STANDARD SPECIF/CATIONS AND ORA WINGS IN EFFECT ON THE DA TE OF THE S/GNA TUR£ BY THE: ENGINEER OF WORK. -20· SINQLE ACORN SI REE I lJQHT NOT TO SCALE • ,::,._~ ,,!_ "' J l-.. i !Tt!c-! -+ • 0, • I ... 7 • ~ ~~--;;;.~ __ l DOUBLE ACORN STREET lJQHT NOT TO SCALE • -"' ACORN STRE.El C /8Js IS 1/.V..SrASIU 181>,/ollN· -/lfU()Ntf-J(!r J'TJl't'l.lilJ ~ ltefl.¥J,lt., Nir/( : ~ . BRASS FINIAL, AND INTERNAL TYPE V SEGMENTED RffiECTOR SYSTEMS. • ACORN HOLDER IS DECORATIVE CAST ALUMINUM, AND HOUSES THE BALLAST AND BUTTON PHOTOCELL. OCPA-03-D2 MOUNTING ARM IS DECORATIVE CAST ALUMINUM. • FIXTURE IS 100W HPS M. TAP. 'I f'iiu5 $ 7 t5lf6S. lS"/?J'kl~/) Jl!».l. illft;~ Fl,,./.!Gi) JfulU1,//IM J-#7]{ /IJ..(,ll,• 1,#1,µJl) tAtr l,u,IMii/UM&ISE /U,T'G~T • CE, Cf.AM SHELL• Sm.£, CAST ALUMINUM. • POI.. YESTER POWDER COAT PAINT FINISH. • GALVANIZED STEEL ANCHOR 80/.. TS. 0---..._ 16 FLAT FLUTES POLE SECTION TIKI PIECE DECORATIVE BASE CO!IEN DETAIL "AS BUILT" EXP. 03 · 31·06 ff~\l.Of ESS / Oil( f/,,.<3'~~~ ~t/ff. oc,~i i-:-::::....::..:!-'--"'=--1---.,:;:;ll.::_·::..:6-U:,:.:~:..:_~---------l---l---+---+---l I SH2EET I CITY OF CARLSBAD [sHErnl1 ENGINEERING DEPARTMENT LJl_j ~:::::'....'.::======================:'....::::~ PLANS FOR 1HE IMPROVEMENT OF: ~ ( No. 42951 / ,., t. \Exp. 03-31-04 /*!;} ~.r-'1'~v11../2"' BRESSI RANCH PLANNING AREA 12 PR.OJECTDESIGNCONSULTANTS l'lANNNJ • ~ • IJNoat Bhit'v t StJRIIBr/GPS 701 B Street, Suite 800, San Diego, CA 92101 ~~ or CAL'~IJ"~ £NG/NEER OF WORK l----+--+----------------+--+-----!---1-----11 A70VED: LLOYD ~HUf3BS ff jGlll'Glffi'i'M.1i1i!iiin:l:l':<mr--oo~ATEERiRE:GiG1STRiiiillA110NioN'""°1,oiESESWNOOED'1-PIIPMi~SUR\£Ym£Y7 . a €MV ~~ ~tER EXPIRES 12-31-051 ¢•" 619·235·6471 FAX 619•234•0349 EXPIRES 07-15-03 BY: RE\'lEW; REVIEW: 7,,,-Z, 1,.0 61' DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA IT INITIAL OlHER APPROVAL CITY APPROVAL DRAWING NO. 413-2 OWN BY: PROJECT NO. CHKD BY.-: -.,~.,.,.,.....,."'_1 ( ) RVWD BY: ~ CT 02-14 6 J.IY, 2407.12 051004 1---~SE~W£R=--4LA!e!:ll"="AL·:!::-l=LA~m= =-lll=LA~TER=A:!!:L-+.u'lh'!!....COF!!!--l!L~A"'-T-"'DEP:!...!.THc:_1-----4.!.>TOP"-'OF!!!-_-l-_______ -+ ________ --II------------I MAIN I.E. DROP TO LENGTH INVERT CURB AT BELOW SI.OP£ OF CURB SEWER .WATER LOT NUMBER AT LAT. MAIN AT CURB Slffi' LAT T.O.C. LATERAL AT WAm? STATION STA710N COMMENTS PALMETTO OR/V[ r'-'-~--+-- 1--4=2=-5_f---f----~1=98=.4=6+-_~1.=2t--_~JO'--t---~2=0~1.7~6+---"206.76 5.0 7.501---2=07.09 _f--7+~46.94~-+---~7+~3=5~.18"-----+----------------t 426 201.44 1.2 -~J~O+ 203.81 208.81 5.0 4.18 -----* 6+90.69 __ 6_+80.69 427 204.43 1.2 JO 207.0_1r--_2_12.01 5.0 --~4-=93'---1------_-_-_-_•+----6~+~3~4.=2=-0+---~6~+2=4=.2=0-+ ____ _ 428 206.43 1.2 JO 209.36 214.36 --=-5 .. 0 -~6-~180--j, 214.97 ~5~+~9~4-~99"---+-_-~5+~8~4~.9~9-+----------- _g_9 208.84 1.2 __ J,_~0-~2=1=2.~32=-+-~2~17=.3~2+--___ 5.=0-1-----=8._14__,__ __ 217.93 5+45.64 5+35.64 _110 211.23 1.2 JO 215.26 =22=0=.2=6+---~5-=0t-------'1=0~.1'--11 _-_-_-_-_-~•+---4,+96 .. ~6=-9+---4+86.69 ______ _ 431 213.71 1.2 JO 218.16 223.16 5.0 11~.6-'--j1f---_2=23,~.6,_~6+--_~4+_4~5~.9=4--t--__ 4_+~35=·~94---+-------~ 432 216.21-_ 1.2 JO 220.45 225.45 5.0 10.86 -----• 3+94.72 3+78.56 ------- 433 218.03 1.2 JO 222.37 227.37 5.0 1 __ ----'1~1.=21, __ -_-_-_-_-~•+----3=+=5=-0.=J=-6+-_~3=+40~.5=9 1--'4=34_,___-+----=2=19=.8c.c4+------'-'-1.2"--t--__ J=0+----=2=21=.6=0+----_-_-_-~•+---=-=-=-=-=---+· 2.00 -----• 3+05.09 2+79.32 ___________ -__,·- 435 _ _ 225.31 1.2 · JO 227.07 -----• --__ -_-_-_-_•-+---~2=.o=o+-_-_-_-_-_-_. >--------_-_-___,_ ____ :-----LATERAL D_E_VT_A TES FROM CENTERLINE 436 226.53 1.2 32.99 228.35 -----• ------• 2.00 -----• ----------LATERAL DEVTA TES FROM CENTERLINE ---·-· -+----437 228.45 1.2 42.21 230.45 -----• ------• 2.00 -----* ----------LATERAL DEVTA7fS FROM CENTERLINE ---- 438 22,8".=65'+-_ 1._,.2,'---l----_~400,.=41+-~2=J=0=.6=2+-----_-_-_-__,•,__-_-_-_-_-_-_•+----=2.=0~0+---_-_-_-_-_-_•__,_ __ -_-_-_-_-____ -_-_-_-:-LATERAL DEV/A TES FROM CENTERLIN_E__ 439 228.25 1.2 56.52 230.54_,_-_-_-_--• ------• 2.00 --_-___ --_•+---------------+--------------1--~LA=TE.=R~A=L~D=E=Vl=A=1E=S~F,=R=OM~C=EN=T£=RLINE_ i--c4~4=-0----t-=22=6=.2c..c7+------'-'-1.2"-+--=-50=.2=5+-~22=8~.4~4+----_,..-~-------t• _-_-_-_--_--,, * ___ _ 2.00 -----• ----------~ATERAL DEi/TATES FROM CENTERLINE_ 441 223.92 1.2 30.24 228.76 233.76 5.0 12.89 234.23 2+03.42 1+93.42 ~,------'=+--~=--<f---~~-+--~~-+---~--~==-t--- 442 221.68 1.2 JO 226.32 _______ 231.32 --""5.=-0l-------'-'12,,,.2=9+-_-_-_-_-_-~•+---~2=+=5=9.=12=----+--=2+=4~9=.1=2+-------- 443 220.07 __ 1.2_ ___ JO 224.58 229.58 ------'5=.0+--__ 1~1.=82=-+-_-_-_-_-_-_•__,__~2~+~99=.2=7-+---2=+=7=3.=-11-+------- 444 -=19=J=.6=-9-1--__ 1=.2=-+-_~3=0+-----'19~5=.4=-5-1-----_-_-_-__,•>------_-_-_-_-_•_,_ __ ~2.oo>---__ 205.98 __ 8_+_13.42 7+93.15 _______________ _ 445 19_4.=40--+----~1, . ..._2+-----=-30"-+--____,,2"'0-'-'-1.4-'-4'-+------=-20=6"--.4~4+-------=5·=0+--_~20=.8=6+-_-_-_-_-_-___ • 8+58.76 8+68.76 __ __, 446 197.34_+---1.2 30.10 202.67,+--~2=07.67 5.0 14.68 207.92 ---~9-'-+~17~.2=9--t--_~9_+~2_7.=29-+---------- _H_l ____ .__~2=03=·~13~-----'1.=2-1--_~J0'-+-~2=05=.57___,__~21~0.~57 5.0 4.43 211.09 ____,_.1oc.c+_.,6"'5.-'-7J=+------'-1=-0+""'9'-'-1'-=.6=-2+--------------1 448 201. 76 ___ _c1 . ..._2+-----=-J0"-+--____,,2c,c_0..._,_4.=66c+------=2""09=.6=6+-------=5.=0t-------'6=.0=7+---"209.86 10+20.10 10+30.1Q_ _ 449 _ t--~2=00=·=-3601 1.?_ _ 30 203.86 -=20=8~.8=6+-___ 5=·c.,0,__~-8=.2=1+--_-_-_-_-_-_•+--------_-_-_--+------_-_-_-LATERAL DEVIATES FROM CENTERLINE 450 199.56 1.2 29.79 201.32 -----• ------• 2.00 -----• ----------LATERAL DEV/A TES FROM CENTERLINE 451 198.67 1.2 30 203.05 208.05 5.=--0f------11.36 -----* ----------__ LATERAL DEVIATES FROM CENTERLINE _1!22 196.29 1.2 30 202.3=2+---=2=07.~.3,2 -~5.0 17.23 -----• 8+96.33 9+06.33 ----------------1 _&COT AVE/l_!l_E, UV£ OAK_S~DR~/V[=;-------+---+-----+------, _ --------------1 453 190.82 1.2 30 192.58 _-_----* ------• 2.00 199.49 11+62.JO 12+04.64 __ 1---- 454 189.95 _ 1.2 __ 30 191.11 -----• ----_-_-_•-+---~2=.o=o+-_~2=0~0.:5_~1.___~1=-1+=25.5cc9 ___ 11+16.6J 455 -188,84 1,=2+-_~J0'-+-----'-/=95=.5cc9-+--~20cc0=.5=9+---=5,00_, __ 19.82 -----* 10+82.13 /1+04,73 456 187.47 1.2 JO 194.82 199.82 5.0 21.96 -----* 10+37.92 10+47.79 --+-----+-----+------,.---~-i-------, 457 186.29 1.2 __ J=O+ 193. 16 198.16 5.0 20.25 -----• 9+93.67 10+03.67 ---- 458 184.98 1.2 JO 190.47 195.47 5.0 15.32 -----• 9+44.37 9+54.37 459 -183.64 1.2 30 187.63 192.63 5.0 9.96 -----• _ _ 8+93.69 __ 9_+_0-7.-16--t------------------- 460 182.49 1.2 30 184.25 -----• ------• 2.00 -----* -----8+72.53 ---------+----" 461 181.24 1.2 44.54 183.58 188.58 5.0 2.68 -----• i--=-~---+--~=='-'-+---==t--~~, 462 179.95 1.2 43.78 181.99 -----• ------* 2.00 -----* ------jr---- 463 1711,.45 1.2 30 180.9=5,-1---~185.=-95"-+---~5=.o+--__ <1~.1_1_.,____-_-__ -_-_-_•__,_ ___ 1_+~14=·9~4- LATERAL DEVIATES FROM CENTERLINE LATERAL DEV/A TES FROM CENTERLINE LATERAL DEV/A TES FROM CENTERLINE LATERAL DEV/A TES FROM CENTERLINE -·--~·-··-·------~ ------ 454 176,-lf'I 1.2 JO 178.49 183.49 ____ 5_.70>---__ 3_,_IJ'f-+_-_-_-_-_-_•t-----7_+_2_4._2_7, 7+34.27 ,_4_6_5 _ ___, __ 1m_-_.i_.s_,_· ___ 1.2--+-___ 3_0__,__1_71.02 182.02 --~5_.o!---__ a_,6_'!--1--_ -----• _6~+~8=1-=J-'-4-+--_~6_+=91~.3~4_, _______________ _ j§_6 --+-~17~2=.•'iJ 1.2 --=J=0+-~17=5-=93=-+--~1=80=·=93~_-----'-5~.0_,___ __ 7.=,B=c,-+· -----• 6+26.19 6+36.19 467 1i!O,T,3 1.2 30 175.41 180.41 5.0 /2.78 -----* 5+ 78.34 5+88.34 468 16'r.'1:i ---T2 --30 1150/ ..:.--_-_~_-_-.+--_-_-_-_-_-_-.-+---~,,~,B~'l.---t---_-_-_--_-_-.-; ---5-+41.84 5+64.17 1-----+-----+---t------t----"~,---t---=---+---~'--+---==~---+----------___, 469 16i,DS' 1.2 30 174.38 179.38 5.0 !'f,75' -----* 4+84.96 5+00.73 i--c4cc1=0------t-~16=,,-'-.,-n+--~,·.2=+---J=o'+-~1=13"-'_9c=o+--118.90 5.0 t'fl,'l'!I -----• 4+41.65 4+51.65 ~-+-~ ------j-----+------,.-----471 167.&i&i_r ___ 1.2--+-__ JO 173.39 178.39, _ 5.0 16-lt. -----•, __ ~J~+~9_4~·=93c_+---4~+~0~4~.9~J ____________ __, 472 166.77 1.2 30 172.84 177.84 5.0 11.;,1 17798 3+45.27 3+57.43 l--'4-'=7=3----1-~16=,~.,=o·+--~1.2=+---J=0'+-~1=72=.4~3+-~17=7.'--".4"'3+--~ 5.0 18,JZ.-+---_-_-_~ __ • 3+07.40 --J-+17.40 474 165,'l'I 1.2 -~J=O+ 171.84_1-_ 176.84 --___ 5.0!------""=·S~l-+------'-1'-'76=.9c5"' -----=2=-+=53=.48~--~2cc+~6=J.~48c_+--------------- 475 161.71 1.2 JO 171.32 176.32 ____ 5.0 n.,2 -----* 2+06.53 2+16.53 ----+-------;-------------- 476 165.2. 1.2 39.97 170.84 175.84 5.0 /J/,Bl5 -----• 1+59.86 1+69.86 -------- 477 159.66 1.2 39.69 170.35 175.35 5.0 /6.84 -----• -----1+22.84 ~ -478 163.l'S 1.2 48.17 l'J0.30 -----• ------• /2/Jq -----• -----1+20.84 LATERAL DEi/TATES FROM CL STAnON :4=7=9=======16=J:=,8=2:=====1.2'.=::===4=1.2:::8:==~1_70_.7_9_,___17~5_.-7_9-:>--_-_--_-_ 5"".0==-=-~~14_'._e,q---t_-_-_--_-_-* --~_::::_;:-,1+55.45 ---1-+~J0.73 -~---_--_----- - -------- 480 161,Z5 1.2 JJ 171.09 176.09 5.0 2D,14 -----* 1+83.49 1+93.49 481 16'4.'18 1.2 JO 171.58 176.58 5.0 1~.zq ·. 176.69 2+29.99 2+39.99 +--~-'-+--====>---~~-+-----=+--~ -t---~-t------+------t--------------482 165'.71 1.2 JO 172.10 177.10 5.0 18,5-/1 177.21 2+77.44 2+87.44 ------ i--c4=8~J----t-~16=6.</l1> 1.2 30 172.62 177.62 5.0 17.11 1~77~.7~3+-_~3+25.27 3+35.27 j§4 167.2'1 1.2 -~J0-+-~1~73~. ~13_,_~1~78~.1~3+-___ 5~·~0>---__ 1'-_,':i_7-+ __ 1_Z=-8.~2_4 ____ 3_+_7_1._19-+ ___ 3+ __ 8_1_.1_9-+--------------------1 485 /e,]J.(/:> 1.2 30 173.65 178.65 5.0 /?;1'1 -----• 4+18.69 4+28.69 ----+-- r4=86~-+-~1ee:7z. 1.2 30 17-f.C'f -----• ------__ • ___ 1_,._07 179.54 __ 4=+~63.22 4+95.85 508~----1 187.75 1.2 ___ 3_0+ -~18~9=.5~1--_-_-_-__ -__,•_-_-_-_-_-_-__ • ___ -Z._DD_t---_-_-_-_--_•_,_ ___ 10_+_4_1._42--+-__ 1_0_+6_7_.0--+1 ____________ __, ,_5_09~ _ _,__ ___ 186.30 1.2 JO_ 188.06 -----• ------•f----------1.=/JO'-+_ --------~•-,--9+88.67 10+09.JJ 184.50 1.2 30 189.28 194.28 5.0 12. 7q -----~-•,____ 9+23.15 9+33.15 JJ_O 511 183.27 1.2 30 186.92 191.92 5.0 B, 15' ------• 8+78.69 9+03.69 ARCHES WAY -----+--------+--------+----------------! j§_? 1/JO.~Z 1.2 30 183.22 188.22 5.0 -=8.=82:+--~1_89.=29~t---3+28.69 3+16.93 .±§8 185.11 · -~1-=2-1--____ J,=0+-~18=-8.~J=7+---~1~93.~·~J8-+---~5~.0~1-+-_~1=2-=-9J--+-_-_---_-_•-+----2+ __ 7~2~.0~8__,__ __ 2_+62.08 489 ISO .03 1.2 30 _1_92_.9_6 ___ 197.9_6~ 5.0 13.89 t-_=198. 73 2+20.34.--'--jf-----~2~+~10=.3~4'---+--------------1 i--c4=9~0----1_~19=0~.4~7-t-------'-'-1.2"-+-__ J=0+----"19=.S~.6=3+-~z.oo~.~'3"'··+-----_-_-_--_~•--~2.001--------,--,--• -~1+~81.00 1+56.71 512 173.81 1.2 JO 177.75 182.35 5.0 10.53 182.85 4+10.46 4+00.18 ~~-+---~-=+---==>---====--t--~'-'-+---~---------- 513 178.7_0'_,___ ___ 1.2 JO 182. 2=1t-----'1=87.22 ---~5=. 01 t-------'1=0.=68=-t __ -_-_-_-_------t• f-----~J~+=J9=.8=Jc.;-__ J~+cc2=Q=.5~7-+------------- 514 18Z.Z3 1.2 JO 185.47 190.54 5.07 11.18 -----• 3+03.27 2+93.91 -+--~=+---~--= 515 187.57 1.2 JO 190.56 195.56 5.0 14.21 -----* 2+48.0J 2+38.03 -----"-"--1-~~+------+----~f--------+------+--- PLUMERIA DRIVE 1---------r----,------ 491 200.llo ~1.2'+-_ JO ~2=02=.9=0 _ 20_7.90_ 5.0 2.36 ------•+---4~+~1~0.B~'I~. _,_ __ 4~+~Q0~,8='--t----------------1 492 203:44 1.2 JO 205.26 _2 __ 1~0._26-+---5.___,0_~_J.64 -----* __ 3+_60.89 __ 3_+50.89 1 __ _ 493 2_0 __ 5·=•q_,_..5+--t, __ 2_1---~J=O+--=20=~=-1=$+· _-_-_-_-_-_•+-----_-_-_-_----1• ~-~2=.o=o+-_-_-_-_-_----c-!• J+ 12.89 -----LATERAL DEi/TA TES_FR_OM CENTERLIN_f_ 494 207.67 1.2 JJ.64 _ 210.20 215.20 --~5.0 6.16 -----• ----------LATERAL DEVIATES FROM CENTERLINE ,_4~9~5 _ ___,~_2_09_.'1_8+--__ 1.2--+-__ Z'l:_.5_0-+: _211.48 -----• ------* 2.00 _216.51 ------------1-__ -_-_-_-_--!LATERAL DEVIATES FROM CENTERLINE ~; ;:1:~1'-+----~::=~+-~30-·58_3 _o .i:i:!: --2-;:;,/ -----~.; ~2!=:~=~+--===== : ===== ;;o--o--.;-8+t~:z~t g~~~~; :gt ~z~:~z~ ~-----I - - -=---+---~-+----~==-+-----+------+---~---1--- 498 214.10 1.2 30 216.38 221.38 5.0 6.84 -----·f-----1~+~73=·~14~--~1+~4=9=.6=2-t-----------------1 499 204.87 -~1-.,2~7:--_---'3=0+----=20=6=.1~1+------~---~•+-----_-_-_-_-~•-+----=2=. o=o+-_-_-_-_-_-----c7• f--3+33.55 J+ 11.26 500 202.1ti 1.2 JO 204.48 209.48 --~5.0 ______ . J.11 -----• 3+73.53 3+6J.5J 501 199.73 1.2 JO 201.45 206.45 5.0 2.71 -----* 4+31.83 4+21.83 --- 502 19a_,,,.tl!'-+-__ .1._..2-+--_ ___,,J=o+----"19=9._..9'-'-1+-----'2=0~1.""9.,1 ___ =5=·0+---=2·=86"-+--_-_-_-_--_•+----'-4~+8=1~.1=8--1---4~+~1=1.=18-+-----------__ 503 197.()-<( 1.2 30 198.84 203.84 -~5.0 __ ___ -~2~.7-'-'1_ -----* 5+30.08 5+20.08 504 195.97 1.2 JO 197.74 202.74 5.0 2.50 202.96 5+79.83 5+69.83 505 195."'J0_1-_~1.~2t--_~30'+--~19=7~.4'--'-7+-_2=0=2~.4~7t-----5=.=-j0f----_~2~.4=6+-_-----" __ 5+92.25 ___ 6+15.78 _§__06 193.61 1.2 ___ JO 195.68 200.68 5.0 2.57 -----* 6+ 78.65 6+64.48 507 192.'IO 1.2 30 1'J'l,'f7_ l'fq,qy 5.0 4.40 200.33 7+22.03 7+12.0J • SEE PER PLAN 0.5_'1',CCE"'"' STRIP R/W IJ' 60' R/W --------------i JO' 17' 7.5' 71 ARK/NC 7RA \tel ~ JO' 17' - 10' 7' TRA \.r'L E ARK/I , ~STRUCTURAL SECTION I TO BE OETERMINEO FIR' HYDRANT BY SOILS ENGINEER AS SHOWN ON (MIN. SEC110N 4• AC 0 "S' (TYP) OvER 6" AB) SEE ,/ rLi '· . STREET N01£ NO. 1 13' 7.5' 5' 0.5' ACCESS STRIP .,,,----STREET LIGHT / AS SHOIIN ON • ,/ PLANS (TYP.) / 2,• I •,_;x 2: 1 MAX. --c >'-!,:,~~--~ 2% ' l,! '--""'i:~~~=;"C.2: 1 MAX. ~ : ', ~ • -• 1M-:L: ~, > ,' 4• NON-CONTIGUOUS- P. C. C. SIDEWALK 6" TYPE "G" CURB & GU 11ffi (TYP.) , _-:.~~~--M ~> . -" -""' - . ''7:''--t--,------,;~ ------:i --"> -~--~,..--+;--, .• -. ·-"' ':) \. --,· 1. 6" n , -CRd$5FAt.L ll'/l,f?tli5 W f:ROV!/.:J£ i (T 1'0$/TIVE ti'<, MIN. DNA!NAf:Hi. -+' Sli6 C(lff8 l'f/OFtLlJ, Q >-UNDERCUT PER SOILS ENGINEER'S I RECOMMENDATION ,n• STORM DRAIN 7' SEMR (C-900) 7' WATER PUBUC PROPOSED STREET PALMETTO DRIVE, PWM£RIA DR/\.£, ARCHES WAY, ASCOT A VENUE, LIVE OAKS OR/VE TYPICAL SECTION, NO SCALE MINIMUM TRAFFIC INDEX = 6.0 DRIVEWAY CURB OPENING A 7 . <J <l SIDEWAIJ( " ~1 <J 4 _J RIGHT-OF-WAY_/ A DETAIL: DRIVEWAY OPENING NO SCA/£ SECTION A-A NO SCALE NOTE.' MAINTAIN 2i,, MtrJ. CROSSPAll TO G/)(;E t>F rf?AVE:i.L I.Al./(i. ... I 11' I I ~=1.00' ,n• (TYP.) MIN.\~~- * VARIES PER PLAN AND DRJVEWA Y. I , ..... I "'~ Q::-_. DETAIL: REDUCED STREET WIDTH DETAIL •A• NO SCA/£ SCALE: 1=20' DETAIL: CURB RAMP SCALE: 1=20' RCE "12'f5'1 ~ VIE~D BY: ( _Q 00 --'ffispfcTUI( "AS BUil T" 2-12·07 PDC IJ.f·/5UllT r--+--+------------+--t---l---+----flsH3EETl~_c_1TY __ o_F_c_A_R_L_s_s_A_o~~1 __ ENGINEERING DEPARTMENT LJlj P: PROJECTDFSIGN CONSULTANTS PUNNINo • ~ • 1!llllllNBl!RlN • SUIMIY'IGl'S 701 B Str~t, Suite 800, San Di.ego, CA 92101 619-2-15-6471 FAX 619-234-0349 PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 12 APPROVED: LLOYD 8. HUl;!BS,~ EXPIRES 12-31-05 ~£<=N=G/=N£=ER~OF=W~'RK~~------~--~-~-~ t----t---+--------------t--+---t---t----1 ~~.-._ · · -e::i· 1//~c/ GREGORY M. SH!ELOS. R.G.E. 42951 DATE REGISTRATION DESIGNED PM SIJR\U ~ L. ~ J,.\.. --~ EXP1RES 07-15-0J sv, REW'W< RE'1EW: DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: 11f: PROJECT NO. DRAWING NO. """""a-'Zrt.t-04f" ENGINEER or WORK REVISION DESCRIPTION RCHVWDKD BBYY:. CT 02-14(6) 413-2 O11-iER APPROVAL CITY APPROVAL J NOTE: ------' o+oo ·•· .. I ' ' UNLESS SHOWN 071-/ERl',ISE, TOP OF CURB ELEVA noN 17' LEFT OF CENTERLINE FROM STA. 2+10.00 TO STA. 6+00.00 EQUALS CENTERLINE ELEVA770N PLUS 0.06'. 0 20 40 T:\fngr\21:J7\0,,12\jmp\2107.i2.'rr;p(J4.drVg 02/rb/:l004 1U:Zl.4C AM PSI 80 ; : I I : ! ,_. . ..,., ......... ' l . : -,.,-,+ .L .. ' : ---... '.' : ,.,_, ...;.,,_~ < . ~li ; ······~~... ::;t 1 I j : iv, , , """-·' I : 1 i . . : . + . I . -----... -, . ,,,, . :c;; <>:: .... . Pl1$TA= 4+50 ; PW MV = 223.00 · , . A.O. ,;; :..f,67 . /( = '2!1.91 so.oo· vt: • ' ' 2/l"RCPNj3.40 LF -'.. .. ./ ~ 3.60%; · Qlo, " 1.J4 ¢fs ii ~.., '= J8 ips . !A On/LE~ PALAAE:110 ORIVE. $CAI£: tlOF/1Z 1"=40' VERT. 1"=4r , ... ,_,,.).,,. . .,, ., -~-''.,., !'" ., __ t,,, -·., . ' 2+00 3+00 NOTE: UNLESS SHOWN 017-/ERWISE, TOP OF CURB ELEVA noN 17' RIGHT OF CENTERLINE FROM STA. 3+06.52 70 STA. 6+00.00 EQUALS CENTERLINE ELEVA770N PLUS 0.06'. 120 PLAN: PALME:/ IO ORNE SCALE: 1"=40' BENCHMARK DESCR/PTKJN: BRASS DISK IN CONCRETE IN A STANDARD SURVEY M=LL ON CENTERLINE OF EL CAMINO REAL LOCA770N: COUNTY OF SAN DIEGO BENCHMARK DESIGNAnON NO. R/800 288+89 [C ELEVA noN: 311.407 M.S.L. DA TUM: _ _..:.:N::.::.G::c. V.c:.:.D::.. • ..::2c::,9 ___ _ 1o 4t00 s+oo FOR [D &-III SEE CURB RETURN PROFILE ON SHEET 6 HOA 518 R/W I SEE DRIVEWAY OPENING I DErAL ON SHEEr 2 PR.omcrlJFSIGNCoNSULTANIS P1ANNll«J • liNYllOIMl!NTA[ • llNOlNl!IIRINO • StllM!'fl'GJ'S 701 B Street, Suite 800, San Diegt>, CA 9210! 619-235,6471 FAX 6)9-234,0349 GREOORY M. S!llELOS. R.C.E. 42951 DATE REGISTRA.TION DfSIGNEO PM EXARF'.S 03-31-(M. BYe R£1,1EW, ~ ,Z.,.Z.J. ""' ' ., SUR\£Y RE'AEW: "' cl :,: 6t00 i '. ' ., ... t ' ' 22.JJ: : : · 48.45' 50. ' 10:ifJ' '4/10=13.437' • ~ k~~c spAtE: HoR/f fr'=,ffJ' VER1; ,•,,4• CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft, LENGTH(ft) REMARKS 1 N7878'14"E -----231.78 C.L PALMf:TlO DR/Vf 2 10·35'20· JOO.GO 55.44 • J N67'42'54"E -----212.78 C.L. PALMETTO DRIVf SEWER DATA NO. DELTA OR BRG. RADIUS(ft 1£NGTH(ft) REMARKS I N80"40'17"W -----23.14 8• PVC C-!100 CD 21'01'29• 207.00 75.96 • J N7878'14'E -----160.84 • Q) 70'05'41" JOO.GO 52.94 • CD N67'42'54"E -----207.78 8• PVC C-900 STORM DRAIN DA TA . DEL TA Of? BRG. NO RAOIUS(ft LENGTH(ft) REMARKS I N80.40'17"W -----49.62 18" RCP (1350-0) 2 21'01'29• 200.00 73.39 • J N787814"f -----156.84 • 4 10·35'20· 293.00 54.15 • 5 N6 7'42'54 "£ -----175.38 rs• RCP 1350-0 6 N5 7'42'54 "E -----JJ.40 24" RCP 1350-D WATER DATA NO. DELTA OR BRG. RAD!US(ft LENGTH(ft REMARKS , N80'40'1 rw -----25.64 8" PVC CLASS 150 • 2 21'01'29" 214.00 78.53 • • ..co; N78i8'14"E -----160.84 • • ~ IO'J5 20· 30ZOO 56.74 • • s· N67'42'54•E -----212.78 8" PVC CLASS 150 • • HGL PRESSURE ZONE 375 CURB DATA NO. DEL TA OR BRG. RADIUS(ft LENG7H(ft) REMARKS t 2 J 4 5 6 7 8 9 I ,, t I 14 15 16 I, t t 2 2 2 N81'09'59"E -----9.24 5• TYPE 'G' C 4t G N7878'14"E -----5.41 • N78i814"E -----14.61 • 6'03'08" 37.00 3.91 • 10'31'59• 37.00 6.80 • 44•37'34• Jl.00 28.82 • 32;5'31• JZOO 20.83 • N73'J7'25"W 19.00 • ----- 4'21'38' 103.00 Z84 • 10·49•21· 103.00 19.46 • N78i8'14•[ -----13.12 • N7Bi8'14•E -----23.57 • Nl8i8'14•r -----32.09 • 10'35'20" 283.00 52.JO • N67'42'54"E -----212.78 • N67'42'54"E -----15.01 • N67"42'54 "E 22.JS • ----- N67'42'54"E -----22.45 • N67'42'54"£ -----24.25 • N67'42'54"E -----22.72 • 17127" J1ZOO 6.59 • 3"42'47" 31ZOO 20.54 • N78i8'14"£ -----8.17 8" TYPE 'G' C &-G "AS BUILT" -4a A...:,,h RCE -f.Z"f'>I EWED BY: INSPECTOR DATE EXP. 03· ~/-M t·IZ·O? PPC AS·/3UllT ~ 1------+----+-------------1-----J-----1---1---1 I sH4EET I CITY OF CARLSBAD :==::::...::::==E:::N:::G=IN:::E:::ER:::IN=G:::::::DE:::P=A:::R:::TM:::E::::N=T=::::...::::=1:::::::: PLANS FOR THE IMPROVEMENT OF: PALME/ JO ORNE BRESSI RANCH PLANNING AREA 12 1---1---+-------+-~-+--~ IAP~::o~ B. HUBB:_P::- l---f---f-----------------l--~e---1---1---~ .-c~. ~~~ DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INll)AL OlHER APPROVA CITY APPROVAL DWN BY: CHKD BY~ RVWD BY:':l'iiC PROJECT NO. CT 02-14(6) EXPIRES 12-31-051 ,d«,y'I DRAWING NO. 413-2 JN. 240712 051004 ' i 1±J ... ; ---+--- ·····1··. . -. < ,., • i" ---'" ---. i 6+00 NOTE: ! i '' ··•t:, t Cj co ,,,.,,, ''''i-C:=-""'-2~•R1;P..;tf/J; i '3$0 . Q,r,, ~ 1.34 fs V ' ' ; V iii, C= iJ;B" Wktt'-¥c,~ ' ; ; ; '"'t"' , ..... i ----} .. --,,.~ ----.. : ... .,.; ........ ~-----... ) PROFILE: !fAL · EJiro bRWS SCALE: HO(.?IZ. i 1• 4a': VfRT. 7"=4' 7+00 NOTE: · i IE IN 193.62 ' l oflr f:93:~2 8+00 UNLESS SHOtlN OTHERWISE, TOP OF CURB ELEVA710N 17' LEFT OF CENTERLINE FROM STA. 6+00.00 TO STA. 9+01.61 AND FROM STA. 10+09.21 TO STA. 11+06.17 EQUALS CENTERLINE ELEVA710N PLUS 0.07'. UNLESS SHOtlN OTHERWISE, TOP OF CURB ELEVA 7/0N 17' RIGHT OF CENTERLINE FROM STA. 6+00.00 TO STA. 7+60.40 AND FROM STA. 10+10.18 TO STA. 11+08.19 EOOALS CENTERLINE ELEVATION PLUS 0.07'. 20' STORM DRAIN EASEMENT PER PR 03-109 SCALE: 1"=40' BENCHMARK ' fcl ' ' ... I ._CO ' "' I Ol Cl) ;,_.,-+, C jOl~ ' ' ! . ; ; j i.....;.--r _;..--:-- :cir: +·· · · · .. , ,., j~ 9+00 10+00 FOR UZI rm & [iill SEE CURB RETURN PROflLES ON SHEET 6 60' ACCESS EASEMENT--,,,_ PER PR 03-108 ltMPORARY TURN-- AROUND PER GS-5 0 120 DESCRIP710N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE OF EL CAMINO REAL .... I • --! ... 11+00 BARRICADES PER S7V DWG NO. M-9 l 't .. \ -~-22() <t 1k·RL~i a25Lr~ ; !'18.97%; '; " ' Q,.. '=· 9,89 cfs; v ... '= 5.6 fps : WATER71CH T . 'Jo/Nrs; ... y -218--l-i---+--+--+--+---++----!----=-+------'------''· ·--, Fi-'--o-u~T-18-11---4', 199.94 -c:-.!4-/1'1,__J_Br~ Fl ~ ..... f g ' . fL io• 19 ; ' '"": PROF=li E: STORM DRAIN TA 8+05.00 , -~, -+-~-,.---' . L---+2do . 12+00 13+00 CENTER LINE DA TA CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS NO. DELTA OR BRG. RADIUS(ft LENGTH(ft} REMARKS I N6T42'54•E -----112.39 C.L. PALMETTO DRIVf. N67"42'54'E -----112.39 6' TYPE 'G' C & G 2 19'57'01" 200.00 69.64 -2 19'57'01" 217.00 75.56 • J N87'39'54'E 147.55 • -----J N87'39'54"E -----32.22 • • 73'58'52" 50.00 64.56 • 4 NBrJ9'54"E -----25.5 • 5 N13"41 '02"E -----114.05 C.L. PALMETTO DRIVE 5 N8rJ9'54•£ -----5.47 6 N68.40 52 W -----2.58 • 7 6117'19• 60.00 64.18 • SEWER DATA a N09'58'1rw -----16.5J • NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft, REMARKS CD N67"42'54'E -----109.89 8' PVC C-900 Cv 19"57'01" 200.00 69.64 • Q) N87'.39'54 "E 56.23 • ----- CD N87'39'54"£ 121.49 • ----- CD ms41'orE -----147.72 8" PVC C-900 9 N13"41'02"E -----88.45 10 6'55'03• 20.00 2.41 • • 11 N13"41'0rE -----16.21 • 12 N1J"41'02"E -----8.52 • 1 N1J'41'02"E -----19.92 14 N1J'41'02"E -----14.07 . 1, 2'53'24" 37.00 1.87 • • 16 N87"39'54 c -----19.28 • STORM DRAIN DA TA NO . DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 N67'4254"E -----58.00 24" RCP (1350-DJ • I N84'48'1o•E -----16.43 18 N89'55'5J'W -----14.74 • 19 N54i4'53"E -----14.95 2 +-'~5"";"'4r.c'Oc;.4 • .--t-:1"'83"". OO~t--""19~.9:c=1-+----. • .-----, • 2 N67'42'54"E 50.39 • -----• 21 N67'42'54'E -----24.55 • J 19'57'01" 207 72.08 • • 4 N87"39'54 "E -----20.97 24" RCP 1350-D • ~ N67'4254 E -----27.17 2 +-'N"-'6""1""·42~•""54"'•E=--'C-_-_-_-_-_-+---==5,-','03=-+--6-.,'"c-TYP~E~.G~' ~C-&c-=G--t • 5 N02'20'06"W -----8.25 18" RCP 1350-0 • 24 158'17'38 8.51 23.52 ltMP 5• AC BERM 6 N35'07'54-w -----54.23 24" RCP 1350-D • 2, 259'08'33" 28.00 126.64 • • WATER TIGI/T JOINT ~+-'~3:c;;2,='J"'9''cc14c..'=-1'--"2cco.=00~1--~11'=A=-O+-~~~~ ·~,.,.,.,.-; 11271 N13'41'02"E -----1.66 TEMP 6" AC BERM WATER DATA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS ~ I N67'42'54"E -----112.39 8' PVC Cl.ASS 150 • ~ 2 19'57'01· 193.00 67.20 • • J N87'J9'54"E -----65.32 8" PVC Cl.ASS 150 • <, N87'J9'54"E -----125.17 12" PVC Cl.ASS 150 • l/5) N13"41'02"E -----157.82 12' PVC CLASS 150 • • HGL PRESSURE ZONE 375 2.60'. : ! ' 22.60 4/4=11.9,f.3' I .;, ..... > ., -' .... l ;i:bo~ .--:" .. ~----: .... 1MA__ ' : ,iv-, , u1fr1t•· -11 15.Bf ' ' ' PR FI/J,E: TEMPORAR ·W£' IIOR/i. ,•._ ' ' ' ! ; 205-: "AS BUil T" RCE '12'151 Z-72-PPC AS-& IL m ~ 1----t--+-----------+--+----+---+--l SH5EET CITY OF CARLSBAD 1 ENGINEERING DEPARTMENT ~P=LA=N=S~FO,::R:::::;TH::E:::::IM=P=R=OVE::::M::E=NT==OF::::====::'._'.==~ PR.omcrDFSIGN CONSULTANTS PlANNINO • liNVIIDWIINl:.I • llNo!Nl!lllaNO • SVJM!Y'IGPS 70 l B Street, Suire 800, San Diego, CA 92. 1 0 I 619-235-6471 FAX 619-234-0349 PALME I IO DRIVE BRESSI RANCH PLANNING AREA 12 LOCA 7/0N: J;f)YN..TY OF SAN DIEGO EJENCHMARK DE_$1GNA 710N NO. R1800 J'.88+89 EC GREGORY M. SHI........... R.C.E. 42951 OAlE REGtS'TRA.llON DESICNEll PII SUIMIY ELEVA710N: 311.407 M.S.L. DA TVM:_--'-N"-'.G~. V.=.D'-'-.-"2"'-9 ___ _ ~~ EXPIRES 03-31-04 B'O -. z.-z. ?> -o+ T: \[ngr\2107\PM 2\imo \2407. f 2impD5.,Jw9 C2/18/2D'J4 10. 34: OJ AM PST RE'AElt DATE INITIAL GINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. 2~~ ~~~ CT 02-14(6) DRAWING NO. 413-2 J.N. 2407.'2 051004 .22o+- j -, ... T. ·~ .. ·j:-: ... 1/,fstA;,; 1+50 : ... .!. Pi-r[!£V=· ¼31;2-,.T i A.I), "" -4.81 .. .k "'.11-J~ ··~·•· PVI ELEV =i 224. 72 . A.1J.T;,; iJ.gf ·····1c=1;;:i;BBi ' ' : ' · GRAocl o rri?tilfi · Pffi DWG 0. 400-8A f--- i""Ll 8~j PV} WA IE, , I --i ! -! .. ,.,. ,,_,,_,,_ ... ,,_,.,,, ·-. - . 197.95 wJ 21 J··+ · . ___ , __ Zs- ' r-') ~--n" - "-'' - ••• , ··------.J .r. • PRO/flt.Er PL .. rilERIA ! OR/VE PE'RI' ,'400,c8 .. . i . . . PROA f:: STORM DRAIN TA t2t07.'00 .· . PROFILE~ LIVErOAks DRIVE I $CAii:: HOR/Z. •=40• \£Rt 1 •:4\ 1+00 NOT£: UNL£SS SHOWN OlH[RltlSE, TOP OF CURB ElEVA TION 17' L[FT OF CENT£RUNE FROM STA. 1+77.BJ TO STA. 2+24.04 EQUALS CENTl:RUN[ ELEVATION PLUS 0. 06'. 2+00 3+00 NOTE: UNLESS SHOWN OlH[RltlSE, TOP OF CURB EL£VA TION 17' RIGHT OF CENT£RL/N[ FROM STA. 1+ 77.83 TO STA. 2+18.26 EQUALS C£NTl:RLINE ELEVATION PLUS 0.06'. PLAN= PLUMER/A DRNE NO. DB. TA OR BRG. I 84'43'50" 2 N13'22'18"W J N46'14'02•w 4 N16'14'02•w 5 N13'46'58"E 6 N19'05'47'W 7 81"5602" B 92'14'52" 9 N1J'22'18"W 10 N46i4'02'W II N16'14'02"W 12 N13'4658 t 1J N19YJ5'47'W 14 79·44•14• 15 80"53'36" 16 NOJ"54'JJ"E I N28"57'11-w 18 NOi YJ2'49"£ 19 NJ1YJ2'49 t. ; N01'48'56"W 8178'04" 79'40'38" N03'54 'JJ"E 2 N28"57'11"W NOi YJ2'4g•E 1261 NJ1'02'49"£ I N01'48'56•w 88'06'57' CURB DATA RAD!US(ft LENGTH(ft} 43.00 63.59 -----10.14 -----13.60 -----46.21 -----13.53 -----16.35 43.00 61.49 43.00 69.23 -----12.40 -----13.53 -----40.43 -----13.50 -----18.29 43.00 59.84 43.00 60.71 -----20.31 -----13.50 -----35.37 -----13.53 -----16.58 43.00 61.02 43.00 59.80 -----16.67 -----13.53 -----38.47 -----13.60 -----14.0J 43.00 66.13 SCALI:: HORIZ 1•=40' \£RT. 1•=4f 1+00 2+00 NOT£: UNLESS SHOWN OTHERWISE, TOP OF CURB ELEVATION 17' LEFT OF C£NT£RLINE FROM STA. 1+80.81 TO STA. 2+ 16.19 EQUALS CENTE:Rl/NE El£VA TION PLUS 0.06'. REMARKS 6" TYPE 'G' C &-G • • • • • • • • . • • • • • • - • • • • • • . . - • 5" TYPE 'G' C &-G 3+00 NOT[: UNLESS SHOWN OTHERWISE, TOP OF CURB UEVATION 17' RIGHT OF CENTl:RL/NE FROM STA. 1+80.81 TO STA. 2+19.28 EQUALS CENTl:RLINE ELEVATION PLUS 0.06'. CENTER LINE DATA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 Nl674'02"W -----200.78 C.L. PLUMER/A DR/\£ 2 N01'02'49"E -----207.98 C.L. LIVE OAKS DR/\£ STORM DRAIN DA TA PLAN= LIVE OAKS DRIVE NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS I 44'45'19• 100.00 78.11 JO" RCP (1350-D J 2 N01'02'49"E -----37.47 • 60.51'. SEWER DATA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) CD N01'02'49"E -----151.69 WATER DATA NO. DELTA OR BRG. RAD/US{ft L£NG7H(ft} 'I, N15i4'02"W -----165.78 ,2' N01'02'49"E -----157.59 • HGL PRESSURE ZONE 375 Z·l'l·Ot POC REMARKS 8-PVC C-900 REMARKS 8" PVC CLASS 200 • 12" PVC CLASS 200 • L_.,,J . WI~ :0 'tJ.5 ' . ' . ; 61A9' . • ·· /6.J:5' . . t/4=15.37' RCE 4Z"l5I EWED BY: "AS BUil i f}J • -'I· ()f, EXP.----- SCALE: 1•=40' ____ z__,. J N88"57'11 -w 22.25 4 N88'57'11 "W -----8.25 5 N01'02'49"E -----55.19 18" RCP (1J50 DJ • JO" RCP (1350-0) • I SEE DRIVEWA y OPENING I DETAL ON SHEET 2 AS-BUILT ~ m l----+---+-----------4--1------+---l---1 SH6EET CITY OF CARLSBAD 1 ENGINEERING DEPARTMENT ;:::=~.==;::::=::::::::::::::::::::::::======:...::::===: BENCHMARK DESCRIPTION: BRASS DISK IN CONCRE1E: IN A STANDARD SUR\f:Y ~l.L ON C£NT£RL/NE OF EL CAMINO REAL LOCA 170N: COUNTY OF SAN DIEGQj}fNCHMARK DESIGNATION NO. R1800 288+89 EC B.[VA 170N: 311.407 M.S.L. OA TUM: N.G. V.D. 29 ---------- J.· \£ngr\2407\PA12\ir:,p\24G?.!2impC6.c1w'_I 02/.'8/2004 !0·.3.9:IS flM PST • WA 7D? TIGHT JOINTS PR.omcrDFSIGN CONSULTANTS PlANNING • IINVmrlNMliN'll • BMlNilllllNO • Stllm!Y'Jtll'S 701 B Street, Suite 800, S11n Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. 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RADIUS(ft, l£NG11-l(ft) REMARKS "'1 N1614'02'W -----88.19 8" PVC CLASS 150 • : 2, N62'5J OJ"W -------51.16 . • "',; N70'27'56"E ------277.Jl • • RCE 12"!5'I ,.,. 4 N70'27 56"E ------225.54 • HGL PRESSURE ZONE J75 8" PVC CLASS 150 • WED BY: rk-lNSP""Ec"=T~O~R.:::.. "AS BUILT" ;7. t !" '.l-U • "') DA1E EXP. i?3, ~I ·tll!J ' . "5/ii:/ ;:!:I.:; ~'"" «;lb <-<10 ;!;1!::: ;/;1::: ..-,ilx,..-,_"' «>I"' --f..¼ +. d ,I.. -I"' "'C> <vie:; "'"' "'I"' +" +1" \ Oj O "'1!-"') -.(; It:: I PLAN: PLUMER/A DRIVE I SEE DRIVEWAY OPENING I DErAL ON SIEEr ~ :t.-lf-01 PPC M•f}l/1,T m m 1-----1~-+-------------+---+--+----+----i SH7EET CITY OF CARLSBAD 1 ENGINEERING DEPARTMENT -------------- 0 20 40 80 ' T, \En9r\24C7\?A12\imp\24C7.!2i"rl,J07.dwg 05/02/2004 12:42:57 PM PDT SCALE: 1"=40' BENCHMARK DESCR/Pl/ON: BRASS DISK IN CONCRETE: IN A STANDARD SUR\'£Y l+E'LL ON CDITFRLINE OF EL CAMINO REAL LOCAllON: COUNTY OF SAN DIEGO BENCHMARK DES/Gtjt,7/0N NO. R1800 288+89. EC W:VA TION: J11.4lJ7 M.S.L DATUM:_----'-NCC.GCC.v.C.C.DCC . ..=2c,c.9 ___ _ ~ PR.OJFCTDF.SIGNCONSULT.ANTS .,,..__ I l'LINNINO • l!NYJlll:iNllll. J!NOINElilflNO • Surm-lOl'S 701 B Street, Suite 800, San Diego, C/\ 92101 6 I 9·235-6471 FAX 619-234·0349 GRECmY M. 9-E.DS. R.C.E. 42951 DATE REGISTRA.TKlN OESlGNED PM EXPtRES 0~-31-06 BY: REVIEW: tt"•)-<>4# SURVEY RE\lEW: DA 1E INlllAL ~NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: PLUMER/A DRIVE BRESSI RANCH PLANNING AREA 12 OWN BY:-.,..--1 CHKD BY: $ RVWD BY: ~ PROJECT NO. CT 02-14(6), EXPIRES 12-31-051 ,V~z' DRAWING NO. 413-2 JN. 24CI 12 .... 0 -.... .... . , 2fMJR I i : . "··-L--.--... _ '. 1 "" , b :1=1J-, ll · ······•·•·····': ···~f ·f, ··1+•········if, .. ..... L... . .. ; . , ....... , .. i ' i ' ' ... ; .... ,. r L s'--i--' L.L ··: l r :··· -·-· ! ' .... i" ... J 1 l-, 1 .. ,-. t:' t, :~~ . . . . \ii Ii! .. ···· ... : L l . SCALElHQRfZ! r"¥,4rt Vl"RT. ,~¥4' -,, . . . " .. ' -,---. ~-"·' ··t· -· .. rr: IT .... T: 2+00 NOTE: UNLESS SHO'MJ OTHERWISE, TOP OF CURB ELEVA 110N 17' LEFT OF CENTERLINE FROM STA. 1+77.74 TO STA. 3+65.17 EQUALS CENTERLINE ELEVA110N PLUS 0.06'. 3+00 NOTE: UNLESS SHO'MJ OTHER'lrlSE, TOP OF CURB ELEVA 110N 17' RIGHT OF CENTERLINE FROM STA. 1+83.17 TO STA. 3+98.23 EOUALS CENTERLINE El£VATION PLUS 0.06'. .. -··-. .,,, ____ _._ -- ·-~·· .-----· 11 ~. • 1 j ,!i l ...... a "'f" &ii~:«, ' 4 +•"'~ ..... +· I ,-\r),(O i i ; ' 180; .ti-3 ,•:i.···· .. t· '7":'I~~· ... : ....... j ¥. 'fJqco ' v,., . .i~ . . ,. "'·~cr:::, ; ,$ ' ; ..,_: ---tt;~ "~-~--, .. : +-t-J ·~~·· L---~-~!--- 4+00 l~--Ptl ·• ·F•~··· ' i r---·•·'-f ' cj.).:. ... ',·······4±····•1 .......... , .. · ' . ... ; ____ .. : ! .. , .. · .. ·.· 1·········' .... ···. :,,··•··· '.······ ' •• "'"'' "'"" >, ---·········----- . . .... ,.,,,,,. ..;,, ,c_; ' lli ···~···. J ~ .. ~· ······ .......... . .. l l J i ., .. ·-'--+..;..--t~-,-t;t~ . "' ···J\sc-+--t-1-:--+-.,-.,-.;. ...-_.,....,.--,.-.,. ~.,....,...~ r .. ¼~~~d ~r I ·····!_l: ... f' ·, r ~ ~ w ~ ~ ~ ~ ~ ii' -·+ , . . ... , If~~~•~'~~•~ 1·, .......... , .. , 1 .. ···1.· .. ...... -j : ' ~ ... i--'•••·,; ____ ), .. ., ' ' SCALE: HORIZ r•=«J' li!:R .-.t ... -.L ... J . -~ -----'-- i ; .. l : CENTER LINE DA TA NO. DELTA OR BRG. RADIUS(ft l£NGTH(ft) REMARKS 1 N19'32'04"W -----199.01 C.L ARCHES WAY 2 9'41'36" 200.00 33.84 • J N09-S0'28'W 35.40 • ----- 4 9'41'36" 200.00 33.84 • 5 N19'32'04"W -----70.44 C.L. ARCHES WAY SEWER DATA NO. DELTA OR 8/?G. RADIUS(ft LENGTH(ft) REMARKS 1 N19'32'04 W -----121.51 8" PVC C-900 <D 9'41'36" 200.00 33.84 • Q) N09-S0'28"W -----32.90 . CD 8'58'38" 200.00 31.34 . @ N19'.J2'04"W -----67.94 8" PVC C-900 STORM DRAIN DA TA ' . +·· CURB DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) 1 8476 37• 43.00 63.25 2 N16'40'19 .. W ---14.27 J N49'.J2'04 W -·---13.60 4 N19'32'04"W -----35.34 5 N19'32'04"W -----29.83 6 N19'32'04"W -·---3.09 7 5'43"09" 217.00 21.66 8 N09'50'28"W -----28.79 9 01517' 183.00 0.81 10 N10"27'56·£ -----11.98 11 N2514'42•w -----15.07 12 78'.34'44" 43.00 58.97 IJ 8272'56" 43.00 61.70 N13'49 26 w -----14.86 N49'.J2'04 W -·---13.80 16 7'58.26" 217.00 J0.20 1 N09'50'28"W -----35.«J 1a 4·43•1r 183.oo 15.0B REMARKS 6" TYPE 'G' C & G • - • • • • • . . • • • • . • - • NO. DELTA OR BRG. RADIUS(ft l£NGTH(ft} REMARKS rs+-'Nci:1~9"''32;;,'0i;;-4,.;;;-wf-·-·_-_-_--+-'2;;':J.;'.,J;;':;5,-+----.-·----1 riJ N19'3204"W -----27.83 • t N80'09'32T --·--8.25 18" RCP 11350-DJ 2 N80'09 32 'E -···• 2225 • • 21+-'N""1"'9""·32"',·0""4c.•"'w-----.---_--==5_.c,;0'="8--+----.-.-----i 2 N22"23·49·w -----4.21 . I• 4 9"41'36" 207.00 35,02 • 2 8476'31" 43.00 63.25 6" TYPE 'G' C & G s N19'32'04"W ---·-18.39 18" RCP 11350-DJ WATER DATA NO. DEL TA OR BRG. RAO/US(ft LENGTH(ft REMARKS I N19'3204"W -···-206.01 8" PVC CLASS 150 • 2 9'41'36 207.00 35.02 • • '<..~' N09'50'28"W -···-35.«J • • ,4, 9'41'36" 193.00 32.65 • • ..._,, N19'32'04"W 77.44 8" PVC CLASS 150 • • HGL PRESSURE ZONE 375 . -· ,. ,.,., ...... SC!\1.£: 11UR/Z. • 1 =r'40~ .. L . . } ; i """'"-... .i ' ' ··•"'"'""~•-···. ... j .... I HAS BUILT" SCALE: 1 • =40' I SEE DRIVEWAY OPENING I DETAL ON SHEET 2 1-2-·1_2-0_1+P.-'l?_c-+-4 s_•_f!J11._1L_r _________ +--+--+---+----1 1 sH8EET I CITY OF CARLSBAD fsiirnl1 ENGINEERING DEPARTMENT LJ.lJ ~P;:LA;N:;S~FO;;R;:;TH:;E;:l;:M:;:PR;:OVE;;;.ME;N:;;T;:O;F;:: ====::'....'.:==~ 0 20 40 80 120 T: \["gr\24-07\PA 12\if7'lp \24V7.!2irnp08.owg 05/D2/20G4 iG: 49· 16 AM eo; BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SUR\1£Y Kf"U ON CENTERLINE OF EL CAMINO REAL LOCA110N: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: 311. 407 M.S.l. DATUM: N.G.V.D. 29 -~~~~---- PR.omc:rDFSIGN CONSULTANTS PIANNING • ~ • 1ll«llNIIIIUNo • SlJIMIYIOl'S 701 R Street, Suite 800, San Diego, CA 92101 619 .. 235•6471 FA.X 619-234.0149 M. SHtELDS. R.C.E. 4£ll',II DATE REQSTRA lll>i OESIQEI) PM ~ EXPIRES 0,l-31-06 ll'O REW:W: ~ S:')--01.f SUIMY RE\1EW: DATE INITIAL NGINEER OF WORK RE.VISION DESCRIPTION DATE INITIAL OTHER APPROVA DATE INITIAL CITY APPROVAL ARCHES WAY BRESSI RANCH PLANNING AREA 12 APPROVED: LLOYD HUBBS EXPIRES 12-31-05 . s. 9 GI DWN BY: PROJECT NO. DRAWING NO. CHKD BY: 'JS CT 02-14(6) 413-2 RVWD BY: ,.f.N. 2407.12 o+ 1+00 NOTE: UNLESS SHOWN OTI-IERWISE, TOP OF CURB ELEVATION 17' LEFT OF CENTERLINE FROM STA. 2+19.99 TO STA. 4+60.80 AND FROM STA. 6+4.3.98 TO STA. 7+35.95 EQUALS CENTERLINE ELEVATION PLUS 0.06'. 0+69.13~5.94' RT 2'fRR. LATERAL W/ 1 ½" METER 1+14.45,-,7.00' RT.63.15' P.O. ~,,. .. ;, < (,,,.,-·;, . D.I. BEND PIPE JT. W/IB /I' I 11 I I I ii I 0 20 40 !': \[,;gr\2407\J'412\imo\2407.12impC9.dw-j 02/,'8/2004 10·5.2: 19 AM PST 80 .. '. j52' T .•......... ·. .. .. . • . T JOINTS 2+00 NOTE: UNLESS SHOW/>/ OTHERWISE, TOP OF CUR8 ELEVATION 17' RIGHT OF CENTERLINE FROM STA. 2+06.53 TO STA. 7+80.25 EQUALS CENTERLINE ELEVATION PLUS 0.06'. 3+00 PR. OA.-LE. ASCOT AVENUE : ' . . ' . 4+00 5+00 6+00 150. ' VC FOR CURB (!][ll[l)[ll SEE PROFILE ON SHEET 8 PLAN: ASCOT A VENUE SCALE: 1"=40' I SEE DRIVEWA y OPENING I DErA'--ON SHEET 2 120 BENCHMARK VESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY KflL ON CENTERLINE OF El CAMINO REAL LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DEstGNA TION NO. R1800 288+89 EC ELEVATION: J11.407 M.S.l. DA TUM: N.G. V.D. 29 --==c.='------- PRomcrDESIGN CONSULTANTS PL1INNO • 1!NYJRmlMl!N1lu • ~ • SUR\IBY/GFS 701 BStrect, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. SHIELDS, RC.E. 4295'1 OAl! REGlSll!A llON DESIGNED PM µ. ~ EXPIRES 03-31-1(;, BY: """"" z-z.~-o+ C'J SIJR\f:Y ""'..., ' 8 !!:! In ~ K . , 1.00% -- ... · .. Fri • . lS:CfJLJ : SAC ·AscorA •. VE · ' ' l-f70i H/Jli /116)05 ;7P · ~i-~;""'"Jl>Hil, MIN. !CLR. CENTER LINE DATA NO. DELTA OR BRG. RAD/US(fl LENGTH(ft REMARKS t N79"58'21"E -----346.11 C.l. ASCOT AVENUE 2 9'30'25" 300.00 49. 78 • J N70'2t56"E -----265.58 C.l. ASCOT AVENUE SEWER DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(fl) REMARKS CD N79'58'21 "£ -----238.22 8" PVC C-900 Q) N79"58'21 'E -----112.39 • Q) 9·30•25• 300.00 49.78 • CD N70'27'56'E -----58.21 • 5 N70'27'56'E -----202.38 8" PVC C-900 STORM DRAIN DA TA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS I N86'J1'09"W -----14.60 18" RCP 1350-D · ' 2 N79'58'21"E -----196.64 24" RCP 1350-D' ' J N79'58'21"E -----162,89 • 4 7'34'35" 293.00 38. 74 24" RCP 1350-D 5 N17'59'4J"W -----2.10 18" RCP 1350-D • 6 N64"J2'55"W -----31.62 • • 7 N70'27'56"E -----14.58 • s 90-00 oo· 45. oo 10. 69 18" RCP 11350-DJ " * WATER TIGHT JOINTS •• 5' LENGTH 5' BEVEL 80Tfl ENDS WATER DATA NO. DELTA OR 8RG. RAOIUS(fl LENGTH(ft) REMARKS ~ I N79'58'21"E -----350.44 8" PVC CLASS 150 • k 2 9'30 25' 307.00 50.94 . • K.: N70"27'56nE -----265.58 8" PVC CLASS 150 • • HGL PRESSURE ZONE 375 NO. DELTA OR BRG. 1 17"59'33" 2 N70'27'56"E J N79'32'04"W 4 N70'27'56"E 5 N40'2756'E 6 N76'10'J4"E 7 N68'23'JO"E 8 NB1'J6'57'W 9 N79'58'21"E 10 N79'58'21 "E II N79'58'21 "E 12 N79"58'21"E IJ N79'58'21 "E ,. N79"58'21 "E 15 8'34'42" 16 N8J"J02o·w I 6i5'47' I 162'48'23" tt3 N6J'27'01 "E 6'14'55" 21 N79"58'21"E " N79'58'21 "E 2 N79"5821"E ~ N79'58'21"E N79"58'21"E N79'58'21"E 2 4'20'54" 2 N70'27'56"E ~ N70'27'56"E N70'27'56"E JI N70'27'56"E J N70'27'56"E N70'27'56"E CURB DATA RADIUS(ft LENGTH(ft REMARKS 60.00 18.84 6" TYPE 'G' C Jc G -----13.64 • -----14.00 • -----88.00 • -----13.22 • -----11.17 • -----26.26 • -----9.99 • -----5.62 • 20.00 • ----------20.00 -. -----20.75 • -----20.45 • -----20.00 • 103.00 15.42 • -----24.00 . .,. 37.00 4.04 • 37.00 105.14 • 21.73 • ----- 103.00 11.23 -. -----9.50 • -----20.45 • -----26.51 • 19.44 • ----------20.00 19.82 • ----- Jtl.00 24.06 • 19.28 • ----- -----20.00 ' -----20.85 • -----27.73 • -----21.85 • -----21.48 6" TYPE 'G' C .It G "AS BUILT" '!> ·U• •7 DATE RCE 1!!15/ 2 · 12-0 Pl?C AS-f3WLT i-------t----+------------+--+--1--+-~lsH9EETI. __ c=1TY=O=Fc..;.;;_:c=A~R=Ls=a~A~o--'rsHEETSJ1 _ ENGINEERING DEPARTMENT L1!_j PLANS FOR THE IMPROVEMENT OF: ASCOT A VENUE BRESSI RANCH PLANNING AREA 12 !APPROVED: LLOYD 8. HUBBS_:2 t==t==t=================t===t===t===t=~ ~pC./-~~ EXPIRES 12-31-05 I ~t{fitz' 1----...+----+------------------+---l---l~--l-----l DA TE INITIAL GINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVA CITY APPROVAL DWN BY:"'J!imL CHKD BY· J'U"': RVWD BY: ~ PROJECT NO. CT 02-14(6) DRAWING NO. 413-2 051004 CD a ...,. .J:=i, ...,. ..... w I I'\) i I I I ···-•·· ....... 1 .. ·······' . , .. r I ·····Y·-··; ~f .... ~ .. ····· i ·············J=i +· ·I· ... +_ '·+ .. ,• --········',·.···· i . : ... , .......•.. , .... ,.. . ..;.. ·"["· ... ;. ....... , ) 1--· ·••;-···-)· · · ·1• _.. . . 1·· ...... , ..... , .• ,,. -'· ... ..j. .. i. + ~---. . ' 'GRA'/)E: ~ CEN . . ·'-····'-! ... L .. PER'DW(iNIJ: --+--'•· i~, .. -I ± .·····r·· .. ·· !~l ....... --d +--+--+-----"-'l!il!'iH--1 O)·! f t ~~I~~ ~- "' -.1.; ~ '.~ o; l ~: +-~ --i••·---·····•i•- _ , .. ,. ~ ~: 00:-; .! : I ' , ······,··~-__ )_, __ ~-- ; id 1 "· :~ .. , .. , ....... ;~ .. -~. +---r ... + O'). --~.o-, .. : .. .,, .. ), .... ~. .... , ii1 ! I .. ... .. (·~ I ... J .. • ............ , .. I . ·. -·· ·--·" . . I s+oo 9+00 NOTE: NOTE: UNLESS SHOWN OTHERWISE. TOP OF CURB El.EVA TION 17' I.EFT OF CENTERLINE FROM STA. 9+05.69 TO STA. 11+08.70 EQUALS CENTERLINE ELEVATION PLUS 0.06'. UNLESS SHOWN OTHERWISE. TOP OF CURB ELEVATION 17' RIGHT OF CENTERLINE FROM STA. 8+74.87 TO STA. 12+16.5J EQUALS CENTERLINE ELEVATION PLUS 0.06'. NOTE: UNLESS SHOWN OTHERWISE, TOP OF CURB ELEVATION 12' LEFT OF CENTERLJNE FROM STA. 12+J9.15 TO STA. 12+67.58 EQUALS CENTERLINE ELEVATION PLUS 0.17'. BENCHMARK ' ' j i : -f . . . ' ' 5 . J .. 10+00 n+oo FOi? [[]&-[[) SEE CURB REIVRN PROFILES ON SHEET 7 PLAN: LIVE OAKS DRIVE SCALE: 1'=40' DESCRIPnON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY IIEll. 0/'I. ____ _ 40 80 120 CENTERLINE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA T/ON NO. R1800 288+89 EC ELEVATION: J11.4-07 M.S.L. DA TUM: N. G. V.D. 29 ----'-=-'-~--=-- r.-\C,qr\24-07\.PA;?\imp \J4C7.1Jimomdwq 02/18/2004 /0: 55. !7 A.\1 PS7 gJ . fill --· ~-1--~---·-1 I .J. ... ----: . . lm' 155:86' '4-!16A65 · I I !···! ... , ..... +· ! !'·· r········· •····1 ....... ' ··+···I ' ···185--, •.. i [;JC . J :.·· ii'~< i V · 1, ---+::::i:-- . , I ... .. ! .-........... / ...•. e i ~ i -~~., .. ---m ·--··+··· - l .... -185-~-----4195---'--~-1 • rm -[El rm ; --:----·-' '+ . . .... 1 .. . .J I .... , .... , .. ,. 12+oo 13+00 I SEE DRIVEWA y OPENING I DETAL ON SHBEr ~ PR..omcrDFSIGN CoNSULTANTS PlANNHJ • .l!IMllr:.NolNT • .l!MllNl!l!IUI< • SVIM!r/Ol'S 701 B Street, Suite 800, San Diego, CA 921 OJ 619-235-6471 FAX 619-234-0149 GREGOOY M. 9i!ElDS. R.c.E. 42951 DAlE REGISTRATION DESIGNED PM ¼ EXPIRES OJ-31-0(; BY: R81£W: ~ 2.~z. ~ , ""'t' SUR'IEY ""'""' 1J.9J' 1.94' ! I ................ ,.J... J i I 1·· sj~ , Lu~ OAK~ n111vE! 1 1 -i , • OUTER i<NUCKLE"i ' . ' 7.Bt' i ' .J/• i 1.e1· i i 4f 4!,,13;828,' j' -!' , ~ik:-,jNu'-!"······,, '-'+s -j ..r_-_, +·· LME OAK$ ...... •HR"'C ] S{:AL'E: HORIZ. 1"=40' i-rRT. 1)=4' CENTER UN£ DATA CURB DATA NO. DEL TA OR BRG. RAD/US(ft, LENGTH(ft) REMARKS NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 85'J9'15" 50.00 74.75 CL LIVE OAKS DRIVE I 6TJ9'42" 60.00 70.86 6" TYPE G' C &-G 2 N1511'19"W -----178.72 • N15'11'19"W 5.15 • 2 ----- 25"4J'58" 200.00 89.82 • J J N15i1'19"W 25.45 • ----- N40'55'1 l"W 14.05 • 4 -----N15'11'19"W J0.56 • 4 ----- J1'58'06" 200.00 111.59 • 5 N15'11'19'W 24.02 • 5 ----- 6 N08'5 7'11 "W -----77.53 CL LIVE OAKS DRIVE 1'50'53" 18J.OO 5.90 • 6 7 14'47'12" 18J.OO 47.2J • SEWER DATA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft} REMARKS CD N70'27'56'E -----10.79 8" PVC C-900 N27"J8'18'E 4J.49 • 2 -- Q) N15il'19"W 189.51 • ----- © 25'4J'58' 200.00 89.82 • @ N4-0'55'17"W 14.05 • ----- © 12'57'33" 200.00 45.24 8" PVC C-900 B N10'55'17"W -----14.01 . N48'20'03"W 22.08 • 9 ---- 10 4•34'39• 212.00 16.94 If N08'57'11 "W -----16.74 6" TYPE 'G' C &-G 12 87'4526" 4J.OO 65.86 6' CURB 13 10T42'J7' J5.00 65.8 6" CURB ,. N10'49'J7"W -----1J.93 6" TYPE 'G' C &-G 15 N40'49'J7"W -----10.94 . 9•49•11· 18J.OO J1.36 • 16 WATER DATA 2iJ'05" 18J.OO 7.08 • 1 N4-0'55'17'W 0.78 • t• -- NO. DEL TA Off BRG. RAD/US(ft LENGTH(ft) REMARKS I N70'27'56"E -----22.J6 8" PVC CLASS 150 • 2 N27'J8'18"E -----44.71 . • N15i1'19"W 201.08 • • '" ----- 4 25'43'58" 207.00 92.97 • • N4-0'55'17"W 14.05 • • 5' ----- '6"':: J1'58'06" 19J.OO 107.68 • • 1/.,. N08'57'11"W ---J7.69 8" PVC CLASS 150 • 4'J6'J7• 217.00 17.46 • 19 ij 510'21' 217.00 19.59 J'21'25' 217.00 12.71 • N157119"W 5.05 • 2 ----- 2, N15i1'19'W 22.8 • --- 24 N15'1119"W 24.69 • ----- N15'11'19•w JO.J2 • ~ ----- N15'11'19'W 18.11 • ----- • HGL PRESSURE ZONE J75 2 1J'4J'20· Jl.00 8.86 . ,. 6'27'14• J7.00 4.17 • ., N70'27'56"E 2.69 6' TYPE G' C &-G "AS BUILT" A,..J,. RCE -'IZ'1!il REVIEWED BY: ~ \R:,Q SPECTOR 2 ·12-07 PVC AS-BUILT fSHml CITY OF CARLSBAD ~ 1-----1---1-----------------t--+---+--;-----t ~UQ_j:::::Q:::::::;_:=:::::::;::E::N:::G:::IN~E::;ER;:IN:::G~DE::P;A=R=™:::E=N=T==:::'.....'.:L_1J_j==1== PLANS FOR THE IMPROVEMENT OF: LIVE OAKS DRIVE BRESSI RANCH PLANNING AREA 12 l;?OVED: LLOYD B. HUBBS~ t===t===t====================~===t===!===t==~ .at•:¥ t-?-~ EXPIRES 12-31-051 -;-~w+' DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY~ RVWD BY:~ PROJECT NO. DRAWING NO. CT 02-14(6) 413-2 JN. 2407.12 051004 ..... 0 0 -..... ..... C :e C) .a::. ..... (,) • I\) 1+00 I 0 --.'- . ' ' i:.,,,.,i 0 ,;,i ' .. ; ': ~~i·J" -T •,ol'iJ.,(Jf,. rg !,@'lo '© >f. :~ . lo "i \ J :~. \ ! -I l : --! CON6R£Tf: A~CHORd '"""-_,,. PER $ORSO $-9 (ri?.). 2+00 3+00 -; , . .,,_.,. . . . . " f 4+00 PRORLE: SEWER, WATER AND STORM DRAIN LINE ~' 20 40 80 SCALE: HORIZ. 1"=40' VfRT. 1"=4' 120 SCALE: 1 "=40' BENCHMARK I I DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVfY l!!ll ON CENT1:1?LINE OF EL CAMINO REAL LOCATION: COUNT)'_OF SAN DIEGO BENCHMAR,=K~D-£._S_/G-NA_TI_ON_N_O_. -R-18_0_0_2_88_+_8_9_E_C ELEVATION: 311.407 M.S.L DA 11JM: N.G. V.D. 29 -===c:..:=. ___ _ ,'-\t1;g1 \24:Jl\r'A12\iwp \240/. ,'2i•np11.di-,g D2/18/2'J'Jd 11:04: 35 AM PST tL <ti --~ .. [aj .... "' ; ' i-145 I I PROJECTDEslGN CONSULTANTS PLINNINO • ~ • l!NlllNlllllUNI • SlllM!Y/GPS 701 B Street, Suite 800, San Diego, CA 92 ! 0 1 619-235-6471 FAX 619-234-0349 GREGORY M. SHIELDS. R.CL 42951 DME R£GISTRA. TION ll£SKll£I) PM ~-e, )'::..a -i. EXPIRES 03-31-0. "" RE\1EW: -z.-z.J,,.,.., ,; ... ,. . . ' ' ' ' ' ' . ··t·-c--,--+·-i.-r-+--'-~-+--i--,-+-~+-.... '···----·•~--'---i"-+-'--+--t--++--'-~..L_+-+-_;_--;-;.-,--:._;__;__;__;__;__;__;_..;......j__./-..L...:---J--;_.J --i SEWER DATA NO. DEL TA OR BRG. f?ADIUS(ft LENGTH(ft) f?EMAl?KS CD N16"48'55"E -----43.53 8" PVC SOR 35 Q) N10"01'39"W -----69.03 • CD N10·01 •39 ·w -----97.77 • (D N24"50'30"E -----11.22 8" PVC SDR-35 WATER DATA NO. DELTA OR 8/?G. f?ADIUS(ft LENGTH(ft) REMAl?KS 1-N16"48'55"E -43.36 8" PVC CLASS 150 2' N10"0r'39"W ---182.69 8" STEEL (10 GAi MLMC • HG/.. PRESSUl?E ZONE J75 STORM DRAIN DATA NO. DELTA OR BRG. f?ADius(ft LENGTH(ft) 1 Nt6·4a•55•r. -----41.97 2 26"50'34' 45.00 21.08 J N10"01'J9·w ---60.37 SUR',£1 RE'AEW: REMARKS 24" RCP /1350-/5) • 24• f?CP 11350 Dl "AS BUILT" RCE 1:!951 EXP. ()3-,/-()!!, ~WED BY: (~ /) .Q o<ka, r,,1/(r.f?Af--, INSPECTOR..-1'""' ~ D~ -f Z·IZ-01 POC AS-BUILT t---+--+-----------l----l...----1...-_J___J fSHml1 CITY OF CARLSBAD ~ LJ.!_J ENGINEERING DEPARTMENT LJlj ;::;P~LAN:;:;:;:S~f~OR;::;TH;E~IM::;,P;R;O;:VE;;M::;,E;:N;T::::Of~:==::::=:::..:=:::::~ DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL 8EWEFl WATER AND STORM DRAIN LINE 'A' BRESSI RANCH PLANNING AREA 12 DWN BY:~ CHKD BY: RVWD BY: PROJECT NO. CT 02-14(6) EXPIRES 12-31-05 DRAWING NO. 413-2 JN. 2-1-0712 ,051004 .,::. ..... w I I\)