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HomeMy WebLinkAboutCT 04-05; VISTA LA COSTA; Tentative Map Exhibit' I ~ r ""t ~ I "' ~ ~ ! ~ ~ "' r ~ ~ ) ~ ~ ) ~ SOLZSO GENERAL NOTES I. SITE STATISTICS TOTAL GROSS SITE AREA ............... 0.88 ACRES BUILDING COVERAGE. ...................... 10,338 SF 21.0% BUILDING FOOTPR!NT. ..................... 8,812 SF 23.1% DR!VEWA Y/PARKING AREA ............. 7.245 SF 18. 9% TOTAL LANDSCAPE AREA .............. 22,216 SF 58.0% (33.5% SOFTSCAPE, 24.5% HARO.SCAPE} 2. A THREE (J) LOT SUBDIVISION (TO BE JOINED AS ONE (I) LOT DURING FINAL MAPPING) OF 15 AIRSPACE CONDO UNITS AS DESIGNED BY SECTION 1350 OF THE CALIFORNIA CIVIL CODE. J. EXISTING ZONING IS: RESIDENTIAL MUL TIPL[ (RD-M) PLANNED C(}l,fl,fUNITY (P-C) PROPOSED ZONING IS: RESIDENTIAL MULTIPLE (RD-M) 4. EXISTING LAND USE.-VACANT 5. GENERAL PLAN DES/GNA TION -RESIDENTIAL HIGH DENSITY (RH), OPEN SPACE (OS) 6. DENSITY CALCULATIONS PERMITTED DENSITY RANGE.· GROWTH CONTROL POINT.· PROPOSED PROJECT.- DENSITY ALLOWED 15-23 DU/ACRE 19 DU/ACRE 11.0 DU/ACRE 7. AVERAGE DAILY TRAFFIC: 120 ADT UNITS ALLOIIED (0.88 ACRE SITE} IJ-20 UNITS 16 UNITS 15 UNITS 8. CUT AND FILL SLOPES ARE DESIGNATED AT 2.· I MAXIMUM RA 710. 9. ELEVATIONS HEREON ARE APPROX/MA TE AND SUBJECT TO REVISION DURING FINAL DESIGN AND SUBSTANTIAL CONFORMANCE REVIEW. 10. AERIAL TOPOGRAPHY BY SAN-LO AERIAL SURVEY: INC FLOWN OCTOBER 17, 2003, CONTOLIRS ARE 2-FOOT INTERVALS, MSL OAT/JI,/. II. ALL LOT DIMENSIONS AND CURVE RADII ARE APPROX/MA TE AND SUBJECT TO REVISION DURING FINAL DESIGN. 12. EARTHWORK QUANTITIES: fJU 4,320 CY fJI.J. 600 CY £XP(l{T J,120 CY Bf1tll(N 32,60D CY EAR TH WORK QUANTITIES AS SHOWN ARE APPROX/MA TE AND ARE SUBJECT TO REVISIONS DURING FINAL DESIGN. ADJUSTMENTS HA VE NOT BEEN MADE FOR SHRINKAGE AND SWELL. 13. EXISTING EASEMENTS AND IMPROVEMENTS AS PLOTTED ARE APPROX/MA TE AND BASED ON A VAILABLE RECORD INFORMA TION. 14. LOT SUMMARY: I RESIDENTIAL LOT 111TH 15 COND(}l,f/N/UMS 15. ALL STORM DRAIN FACILITIES SHOWN ARE TENTATIVE IN NATURE. ACTUAL STORM DRAIN SIZES AND ALIGNMENTS SHALL BE APPROVED FOLL0/1/NG SUBMITTAL AND APPROVAL OF FINAL HYDROLOGICAL/HYDRAULIC CALCULATIONS. 16. EASEMENTS AS REQUIRED BY THE CITY ENGINEER. PUBLIC UTILITIES AND DISTRICTS. 11. ALL PROPOSED UTILITIES TO BE UNDERGROLINO. 18. AREA DRAINS II/LL BE REQUIRED IN LANDSCAPE AREAS (TO BE DETERMINED IN FINAL DESIGN}. 19. WA T[R OEMANO AVERAGE.· (220 CPD/EDU)(/5 EDU}= J,300 GPO PEAK: 1,500 CPM PER FIRE HYDRANT FIRE FLOW.· 1,500 GPM @ 20 PSI FOR 2-HOURS DURATION (TYPE V CONSTRUCTION} 20. FEMA /OD-YEAR FLOOD ZONE: X (AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN) 21. A VERA GE SEIIER GENERATION FOR THE PROPOSED SITE= 15 EDU 22. PROPOSED DETENTION BASIN VOLUME IS 154 CUBIC FEET, PER HYDROLOGY STUDY DA TED JANUARY 22, 2004, PER O'DA Y CONSULTANTS, INC 23. CONSTRAINTS MAP: N/A STANDARD TOTAL REOUIRED PROVIDED \ ,-----------------------~-----+--------------------, ···1~ \ '-._..-, \ . .,.,, _,,,,,,. . __ _ I I . / TENTATIVE TRACT MAP CT CP zc GPA \ \ - "'\ ·~· .,,-✓ --------- / / AND . JU ,5 /•/• OEISCLJREI) ...... ............ ...... / •~6 / ....... __________ _ / •J,U <J.U /. \_ ✓ FEMA 100 )11. FLOOD PLAIN \ " • "Jn ~ CONJ)OMINIUM PERMIT \ '" "\ \ OBS::t!Rfll ' •.M.~ ~~ '-,~ "'""" • ili' -....... -- /- ~ / ✓,-JJ.6 /- /. /• ,Ju LA COSTA RESORT l'rND SPA ,~ SOU TH COURSE . ~; APN 216-290-84 MAP No, 6600 U,TV5 INDEX MAP SCA/.£: I '=50 ' PUBLIC UTILITIES SEIIER. WATER- .LEUCADIA COUNTY WA TER DISTRICT .CARLSBAD MUNICIPAL WATER DISTRICT STORM DRAINS ..•.•.•.•..... CITY OF CARLSBAO GAS & ELECTRIC. . • • • . . • • . . . .SOC&£ FIRE PROTECTION· -----------.CITY OF CARLSBAD TELEPHONE ---------------.PACIFIC BELL CABLE TELEVISION ------------COX CABLE SCHOOLS· · · · · · · · · · · • · · · · . I) ENCINITAS UNION ELEMENTARY SCHOOL DISTRICT 2) SAN 0/EGU/TO UNION HIGH SCHOOL FOB VISTA LA COSTA o· 2 50 SCALE: 1" = 50' ASSESSOR'S PARCEL NUMBERS: ASSESSOR's PARCEL NO. ASSESSOR 's PARCEL NO. ASSESSOR's PARCEL NO. 2 16-290-20 216-290-21 216-/30-68 LEGAL DESCRIPTION: 100· REAL PROPERTY IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, DESCRIBED AS FOLLOWS: ALL OF LOTS 316 AND 311 OF LA COSTA SOUTH UNIT NO. 5. ACCORDING TO MAP THEREOF NO. 6600, FILEll IN THE OFFICE OF THE COLIN.TY RECORDER OF SAN DIEGO COUNTY ON MARCH 10, 1910 AND THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST ONE-QUARTER OF SECTION 36. TOWNSHIP 12 SOU TH, RANGE 4 /IFS T, SAN BERNARDINO MERIDIAN. ACCORDING TO OFFICIAL PLA T THEREOF, IN THE Cl TY OF CARLSBAD, COLINTY OF SAN DIEGO, STA TE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LEGEND: SUBDIVISION BOUNDARY. PROPER TY LINE . . • . • . • . . • . • . . . . . . . EXISTING CONTOLIRS ...•....•.•.•.•.. --------- ----180 ------- EXISTING WA TER MAIN. . • . • . • • • • . • . • . • . --------W---- EXISTING SEIIER MAIN & A.H. .•••••••••••• ------0-----S- £XIS TING FIRE HYDRANT. . . . . • • . • • • • . • • EXISTING STREET LIGHT. . . • . . . . . . . . • • • . • PROPOSED FINISHED CON TOLIRS . . . . . . . . . • . • -I ----160 --- PROPOSED WA TER MAIN. . . . . . . . . . . . • . • . ----W------ PROPOSED SEIIER MAIN & A.H. • • . . . . . . . . • • --S:----0---- PROPOSED STORM DRAIN. . ..........•. AND INLET (W/ FILTER) PROPOSED GRADED SI.OPES. PROPOSED GRADED VEGETA TEO SWALE .•.•.•. PROPOSED WA TER SERVICE & METER. .••••.•. PROPOSED /RR/GA TION SERVICE & METER. • .••• PROPOSED SEWER LA TERAL • . . • . . . . . . . . . PROPOSED DOUBLE CHECK DETECTOR ASSEMBL Y -------------- PROPOSED PR/VA TE FIRE HYDRANT. . ...... . PROPOSED ASPHALT SURFACE. • •••....... PROPOSED CONCRETE SUR FA CE. . . . • • . • . . • _. > ®-- @-- ©-- o-<)~ -I • A.D.A. ACCESSIBLE WALKWA rs. . . . . . . . . . . . -- ENHANCED PAVING. . . . . . • . • . • . . • . • . . ~ SUBDIVIDER: ABEDI FAMIL Y TRUST 22892 OCEAN BREEZE WA Y LAGUNA NIGEL, CA 92611 (949) 831-4144 0-,YNERS: APN 216-290-20, APN 216-290-21, & APN 216-/30-68 ABEDI FAMILY TRUST B~· Jv.>t?'f.{~ 04-05 04-01 04-09 04-14 24. PARKING SUMMARY RESIDENT PARKING VISITOR PARKING 2/UNIT (I COVERED) 1/2 UNITS+ JO (15 COVERED) JO COVERED 1 1 APPROVED BEGINNING AT THE MOST SOLITHERL Y CORNER OF SAID LOT 316; THENCE ALONG THE SOLITHIIFSTERL Y BOUNDARY OF SAID LOT, NORTH 2175'35 /!EST, 128.85 FEET TO THE MOST /!ESTERLY CORNER OF SAID LOT,· THENCE ALONG THE NORTHERLY BOUNDARY OF SAID LOT, NORTH 68'34'25 EAST, 10.00 FEET,· THENCE LEAVING SAID NORTHIIESTERLY BOUNDARY AT RIGHT ANGLES NORTH 2175'35 WEST, 5.0.0 FEET; THENCE AT RIGHT ANGLES NORTH 68'34'25 EAST, 84.44 FEET,· THENCE PARALLEL 111TH THE NORTHIIESTERLY BOUNDARY OF SAID LOT 311 NORTH 55'40'48 EAST, 10.11 FEET,· THENCE NORTH 02'J4'oo /!EST, 125. 12 FEET; THENCE NORTH 68'J6'o0 EAST, 26.00 FEET,· THENCE SOUTH 31'45'5I EAST, 97.00 FEET; THENCE SOUTH 33'35'4/ EAST, 8.15 FEET TO SAID NORTHIIESTERLY LINE OF SAID LOT 317, THENCE ALONG SAID NORTHIIESTERLY LINE NORTH 55'40'48 EAST, 12.00 FEET TO THE MOST NORTHERL Y CORNER OF SAID LOT 311; THENCE ALONG THE NORTHEASTERLY BOUNDARY OF SAID LOT 311 SOUTH JJ'J5'4/ EAST, 146.62 FEET TO THE MOST EASTERLY CORNER OF SAID LOT, SAID CORNER BEING IN THE ARC OF A 550.00 FOOT RADIUS CURVE CONCA VE NORTHIIFSTERL Y, A RADIAL LINE TO SAID CORNER BEARS SOL/TH JJ'J5'4/ EAST,· THENCE ALONG THE SOLITHEASTERL Y BOLINDARY OF SAID LOT ANO THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1270'06 A DISTANCE OF 116.81 FEET,· THENCE CONTINUING ALONG SAID BOUNDARY: TO AND ALONG THE SOLITHEASTERL Y BOLINOARY OF THE ABOVE MENTIONED LOT 316. TANGENT TO SAID PROJECT REPRESENTATIVE: 25. BUILDING SUMMAR Y UNIT TYPE AREA {.SF) ifl.R/BA f UNITS A 1,536 J/2 J B 1,510 J/J 1 C 1,612 J/J 5 26. STORAGE AREA BUILDING No. No. OF UNITS TOTAL VOLUME I 5 451 CF. 4 512 CF. 2 6 504 CF. 21. SPRINKLERS ARE REQUIRED PER THE UNIFORM FIRE CODE, ARTICLE /9 AND II/LL BE PROVIDED. 28. REQUIRED SETBACKS FRONT SIDE REAR 15.0' 5.0' 10.0' 29. STORM WATER MANAGEMENT PLAN IN CONJUNCTION 111TH THIS PROJECT WAS PREPARED BY O'DAY CONSULTANTS, DA TED: JANUARY 15, 2004. ©2004 O'D oy Co nsultants, Inc. CITY or IXEANS/0£ ~OFYISTA Ro,w PROJECT SIT£ CITY or ENCINITAS __,J VICINITY MAP NO SCA/£ \ \ \ \ \ EXISTING FIRE HYDRANT MAP SCA/.£: I'= 100' CURVE SOL/TH 68'34'25 /!EST 121.14 FEET TO THE POINT OF BEGINNING. SAID PROPERTY BEING DESCRIBED AS PARCEL NO. 2 IN A CERTIFICATE OF C(}l,fPLIANCE RECORDED ON AUGUST 21, 1984 AS FILE NO. 84-325315 OF OFFICIAL RECORDS OF SAID SAN DIEGO COLIN.TY. BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE /!ELL MONUMENT L OCA TION.· CENTERLINE OF EL CAMINO REAL AT ENG/NEER's STATION 454+92 PER RS 1800-1 RECORDED.· COUNTY BENCH LEVELS (NO. COUNTY VERT CONTROL DATA) ELEVATION.· 68.479 DATUM.· IJ.S.C. & C.S. THE LIGHTFOOT PLANNING GROUP 5150 FLEET STREET, SUITE 250 CARLSBAD, CA. 92008 (160) 692-1924 SOILS ENGINEER: GEOSOILS, INC. 5141 PALMER WA Y /0 CARLSBAD, CA 92008 (160) 438-3155 CIVIL ENGINEER/LAND SURVEYOR: O'DA Y CONSULTANTS, INC. 2110 LOKER A VENUE 111:ST, SUITE 100 CARLSBAD, CA. 92008 (160) 931-1100 SHEET 1 OF 3 SHEETS 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92008 760-931-7700 Fox:760-931-8680 Civil Engineering Plonning Processing Surveying DESIGNED BY: P.E.F. DRAWN BY: P.E.F. PROJECT MGR .: J.P.S. G:\jobs\2002\031060\036QTQ1.dwg Aug 20, 2004 1:41pm DATE: JUNE 2004 SCALE: AS SHOWN JOB NO .: 031060 RCE: 55187 Xrefs: 036ot; 0J60map; 0360TP01, 0360site; 0360GRD; 0360STR: 03607utl, 0360UTL I ~ I -"Ii-~ ,~ -~ V) '~ ~ . " I 0\ "' I~ " • . ~ ~ I ~ . " ~ •I\J -s \ Tee \ > "' -Bridge (,_ ~ ✓ ' C / OBSCUR~ f''1.. " ';t / X JJ8 I I \ ii r( ,'\ " ,.__ X J5 / PfffVA TE Ulll/TY I £ASE/ENT I X J5 4 X J48 X 452 457 J X J86 X 407 r EXIST. SO/ER MANHa.£ /MH X 4J.6 Tee X 4J. 4 }V(J \ \ LA COSTA RESORT ANO SPA SOUTH COURSE X 426 \ X 45. 6 \ X 456 \ \ X 489 .;, 65. 4 c,.. OBSCLRED I 10' 5£/ICR £ASE/ENT PU? MAP No. 66QO AP;V 215~290~ MAP No, 88 lDT 375 Cone X 55.J ,,---,,uSCJRED X 4J. / RIM= ±59.~ 1£= ±40.8 X 5/. 0 ~ X 62.8 5J.O e'1 _, ©2004 O'Day Consultants, Inc. 5\.0 ~v1f'\·o ~if;f-!V-v~ 111 \ APN 218~290~2/J MAP No, 8800 \ X 6/. 0 lDT 378 y \, X J2.6 X JJO I ~ X 55 / X 555 --EXIST. 12' DRAINAGE £ASE/ENT TO 8£ VACA lll1 N.J.J'J5'41 "W 8.15' H 3 54.9 X 562 12' .DRAINAGE £ASE/ENT PER JIAP No. 66QO X 562. r o· .. J .... 1 o' 20· SCALE: 1 • = 20' X 56/ Cone DI 40' X 55.5 ~-✓-PR®S£0, 14.5' ORMIACE £ASE/ENT Y 55.0 • X 562 AP!V 218~290~39 MAP No, 8800 lDT 378 pf((p(JS£J)20' DRAINAGE £AS£llf!'IT .,,_o' APPROVED Gate X 575 / X / ~ i tj 60 DATUM ELEV 4500 TENTATIVE TRACT MAP AND C0NO0.MINIUM PER.MIT l'OR VISTA LA COSTA !ill~ ;t :1j Ii! IJI ))~ -,. I ~:i;j -"" ~~I~~ .,~, ~., I ~ I i I I I ~ I ~ ~· ~ ii ,,---20'1-t' HIGH PCWT £LEV = 56. 18 HIGH PCWT STA = 1+.JO PII STA = 1+-IO Pll .£l£V s 56.18 A.O. = -laOO K= 200 ,. 24' !NlERSECTla( ... -.: £,j ... <:I ,,---20· 1-t' CT CP ZC GPA HIGH PCWT El.EV = 50. 79 HIGH PCWT STA = 2+05.66 Clla( PII STA = 2+15.66 PII £LEV= 50.19 A.O. = -4.08 K = 4.90 PRQFU,lf; PRIVATE DRIVE ~, PRa'OSC[) CONCRETE S/0£/fAL.I( EXISTNG AC PA'6/ENT SECTIQ( £XISTWG 6" _ fr I aJli8 ,. CVTTER == cc'"'--2X =--1L._J r-,----= ~,. = T -2X --~ as' l , ClRIJ ANO CV[Tf,1]_ RR £N11tANCE (TYP.) 2X 12' as· 04-05 04-01 04-09 04-14 1. 4.5' ! ~ ti 2X i,l; TYPIC,4L SECTION: GIBRALTAR STREET TYPICAL SECTION: PRJYATE DRIVE ~, NOTES: 1. PRa'OSCO 5£/ICR TO 8£ Pl.l8IJC 2 pf((p(JS£J) WA lER TO 8£ Pl.l8IJC J: pf((p(JS£/) STORM DRAIN TO 8£ PfffVA TE 4. RR Pl.l8IJC UTlf71£S ANO SECTIQ(S A, B, I; ,. 0 SEE SHEET 3 NOT1DSCMI BENCHMARK: 0£SCR/PllON: STANOAI/IJ M-10 STRrrT CEN7ERI.IN£ IIE1.lltKMMENT LOCAll(W: R£COR0£O: CEN7ERI..IN£ OF El CAMINO R£AJ. AT ENCIIE£N's STA TIQ( .f.5f+92 PU? R.S 1800-1 COlNTY 8£NCH i.E',CLS (NO. COUNTY 'tCRT. caiTRa. 0A TA) £LEVA llON: 68.419 0A TUM: U.S.C. ,. G.S. 271 O Loker .'.venue w .. t Suit• 100 Cortebod, California 92008 760-931 -7700 Fax:760-931-eaao NOT 1DSCMI Civil En9inMring Planning Proceain9 Surwyin9 G: \031060\0360to2.dv..g Apr 28, 2005 11: 060-n SHEET 2 OF 3 SHEETS DESIGNED BY: P.E.f. DATE: .llj[ 2004 DRAWN BY: -~P.£.F~, _ SCALE: 1" • 'l/1 PROJECT MGR.· JPS JOB N0.:~•OI) JlR OF JOHN P. RCE: 511117 Xrefs: 0360:; 03EOr-iop; 0360,.POl; 0360JTL; 0360STR; 03607utl: 0360GRD: 036:Jsite X J.57 ' . ~ ~ ' I ~ ~ ~ ) ~ :~ ~ ' ~ ~ ) '-.. <::t. ~~ "' X 4J5 ( I ~ )~ ·I:.., ~ J ~ ~ Tee SOLZSO \ X 425 , 455 ;i 4 \ Cone r X 55,J SCUS:ED I X 4J4 x 4J I \ ~ I. l \ ~ ~\ X \ ~ I r X 5/0 X 5/.0 X 59J I I U' CJ' I !J 1,/ I . j (-~~ 12){\ r OBSCURED/ -c__'-'J1___ ____ ____;_.-;--~40/ ,.-41!-~ 42.29 55. 7 X 55.5 X 567 X 565 DI '3 54.g X 562 ,- 6 7 X 56,? ----?-PROPOS£DU.5' mMVAGE EASEIENT FOR PROPOSED EJIUIGENCY Aca:s:5' EASEJICNT SEE 0£TAL jj ' THS SHEET PROPOSED 20' ONA/I/AGE EASEMfNT ,& ~ o· .. J 20' w =-10' SCAI..£: ,. = 20' X $6/ X 555 Cone DI • 55.0 86 < li.J \ APPROVED ";TAT ·- ~A SEWER LATERAL DA TA -I 1+86.19 -1200 1.20' -15.«J' 15.91 5 1+91.19 -1202 1.20' "5.20' 16.08 6 1+ 1 -12fH 1.20' -15.00' 16.22 7 2+01.19 -1207 22.00' 1.20' #.70' 6.50 8 2+06.19 -12.09 22.00' 1.20' ,U.«J' 5.05 9 2+11.19 -1212 22.00' 1.20' ' J.55 10 2+16.19 4214 22.00' 1.20' H.00' J.00 11 • • 2+21.19 -12.17 22.00' 1.20' #.OJ' J.00 49.00' , , J.02 '0 70' 12 • • 2+26.19 21.lH' 1.20 #.05 .,.._ 40' 5.50 5.50 5.50 5.50 5.50 5..JO -1.91 -1.65 -I.J6 -1.09 I 00 \ RDWl(S ,I P. V.G: • • • • • • • • • • • • • • • • • • • • • • • • • • • • TENTATIVE TRACT MAP CT CP zc GPA 04-05 04-01 04-09 04-14 AND C0NO0MINI{JM PERMIT l'OR VISTA LA COSTA EXIST. CROtJNO -------- "'-. .1-- 4.0' Pl I SECTION "A-A" 16.5' /IDT 1" SCMI Pl I £LEV. 51.0 Pl 10' SEIER EASEJICNT 5' r '£GET, SWAL£ I r 1J.5' (TrP.J ,.,,,.,.,,,;-,... __ --.-c--"=--t----18/JU/ING C EXfST. ,,..,,.,.,., I ,_ElEV. u.o i ·--........_.., £LEV. = 61.9 ....___PROPOSED SIHACE SECTION "B-B" st:M£.: 1"-s' 6• ~~ ~ ~~~~1'1:!!l!~-S!i:-ri _____ £LEV. 56.0 ~ EXJST. CROtJNO SECTION "c-c" I , I -- IIOT l()SCM.£ t '~ ~ X ,56.7 "550 ~ ~~'\ --5 - X 56,5 BENCHMARK: .? DESCRIPTICW: STANOAHO Jl-10 STREET CENTUII..NE IIEI1 IKMMENT LOCATION: CENTUII..NE (T El C4MM1 REAL AT EN&IIEB?'S STAlTON ,15,#+92 PEP R.S 1~1 RECORDED: COUNTY BENCH IDCJ.S (NO. COUNTY '£RT. ctWTRa DA TA) ELEVATION: 68.-179 OATl/11: 1/.S.G: .t &.S. ~ .. ~ ESSt ,.ST No. C6!11S ..... -~ CIVIi.. EXIST. a• IC SEIER (caiC'RCTE ENCASED) lE Kl-17 PROPOS£[) 14' ONA/I/AGE EASEIENT GF=-16.5 EXISTNC 12' ONA/I/AGE EASEIENT : f ! ~ SECTION "D-D" 271 O Loket" Avenue w..t Suite 100 Cari■bod, California 92008 760-931-7700 fa)l(:760-931-8680 $CM.{ ,·-s- Civil EnginMring Planning ProcNeing Sur-19)'ing SHEET .J OF .J SHEETS DESIGNED BY: P.£.f. DATE: INi 'PH, DRAWN BY: PLF. SCALE: 1" • 'JJI PROJECT MGR.· .LP,S, JOB NO.: 031QIO