HomeMy WebLinkAboutSite plans
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l!5'G.lIltGIUtiliI1f_l.(f",_fIIola._}
I ~'"r''''''''''INo. 2OOO-JI.590
10' Walei' Un" Esrnt. plF
I /flst. No. 98-56B47
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-DEVELOPMENT SU....ARY - 1. ~lI.6.RE 5.0' UNLESS OTHERWISE NOTED.
~~rL:~:A~~?5~X~;R~SQUARE FEET 2. SEE ARCHITECTuRAL PLANS FOR DETAILS Of /' I _ -1
LOT COVERAGE: 25'; (BUILDING ANO \ i ~ -'.>:.J, I
IMPERVIOUS SURFACES) :~:~~::~ ~.t~~l~~~C p~~~SIONS. DO "lOT SlAJ(:: lilt ~l -;1 J
SETBACK REOulRMENTS ~lJfoclr ,,- (~ OeM. l,tt ~.... &{I rl
FRONT 40 FEET J. :t. DIMENSIONS INDICATE FIELD O:MENS10N PIal ~':."'r t:: !.., ~... ~I!= pI. ;11.
-8focIrc:n~It9t.=o Ooh ~~;~: ~g ~~g ~~~~=~S.ARE,t. &.SED ON ACTUAL clELO ~VOUT ("9'l-" """::':=~IO". lftc. \~i': i c3~! 1~
~,~ 2i,:;e7i:' BUILDING HEIGHT AlLOWED: 35 FEET , 1m. No. 2ool-IJ150 r~1 ~,!l1 \ I .!
I ',",,.,o.~~=,,=,",,_.'~ "~ [1_ II l~~ip'
\ --- I _r~ .- L
I I ~~~~ --c.!..''',!" - . 0'09"- 1352 78' CONSTR~ION LIMITS _ _ _ _ ~ r
I -L _:j - ::~:!.'UCTlO. '::;5 -=!'" C:,7--~')--T =--- -=.-- -~ 1'-~-= 1 () =---" :~.~- ~~ ;y - ~8~ -:.=-- ~-=q; \,,---= -.~ -- - -25:"~05CAP;,,;I~~ =-- ~~...,;/
PLAN NOTES:
CD ASPHALT PAVING P(~ DETAIL ON SHEET C201
o R.O.W. A,SPHAlT PAVING
o MATCH EXISTING PAVEMENT
o ~~~~RETE CURB &: SIDEWAlK, SEE OETAIL ON SHEET
's'lItr"(StIII.~plal
Lot ,. [rI9Hsh Oofr.
Plot Cab. 2, SUa 5.,
I..... ND. 2ODI-7S1
5woIt I., "...... oM'
JoIInalfNrl St:oIt Rw..n
In.'. ",.. 200J,-lo&I7f
PH.Ut._.Z
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o SIDEW,.U( FLUSH WITH PA\lEMENT
o CONCRETE SIDEWAlK; SEE DETAIL ON SHEET c20t
0.ADA PARKING SIGN (2 VAN ACCESSIBLE)
o PAINTED WHITE 4M ?ARK1NG UNES
o PAINTEO BlUE AOA ACCESSIBLE AISlE: (2-8' WIDE, 2-5'
WIDE)
@PAINTED ADA PARKING $Yt.lIBOL (PARKING BAY g' 1I lS')
@ ~~~~EO WHITE TRAFFIC ARROWS; SEE DErAIL ON SHEET
@PROVIDE S. MIN. APPROVED TOPSOIL BETWEEN BUILDING
AND SIDEWALK/CURB. COORDINATE wi ARCHITECTURAL
DRAWINGS
@ =N~CLOSURE, COORDINATE WITH ARCHITECTURAL
@ ~':ER~~EiO~~O:A~~~[f W~;011' CHAMFERED
@ADA ACCESSIBLE RAMP
@ TAP[R 6~ ClJRB WITHIN 3 FEET
@ 6~ CONCRETE CURB: SEE DETAIL ON SHEET C201
@STOP SIGN (TYP.)
@ 24~ PAINTED WHITE STOP BAR G , 0 t t
@PARKING BARRIER; SEE DETAIL ON SHEET C201
@PROPOSED TRANSFORMER PAD '-OCAT10N
@FUTURE PHASE 2 BUILDING LOCATION
@PROPOSEO LIGHT POLE AND BASE
@PAINTED PARKING ISLANO
@FOUNTAlN
@CONCRETE APRON AROUND STORM DRAINAGE INLET
@PROPOSED 10' ASPHAlT MULT1-USE PATH
@PROPOSED CHURCH SICN
@~~~E,~E~~~O~-1YPE PER CARMEL CIlY
1il
HELLENIC ORJ.OOOX CHURCH
,:~~~~~n J:'N~r;:-s'~gi ~
20.05\ ocras, :t
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GENERAL NOTES:
1) THE CONlRACTOR SHAU BE RESPONSIBlE FOR OBTAINING, OR VERIF'l'lNC THAT AlL PERMITS AND APPROVAlS
ARE OBTAINED FROM M RESPECTIVE CITY. COUNTY, Nro STATE AGENCIES PRIOR TO STARTINC CONSTRUCTION.
2) IT SHAU. BE THE CONTRACTORS RESPONSIBIUTY TO DETERMINE THE EXACT 1.000TlON OF ALL EXISTING
vnUTIES IN THE \fICINllY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONsrRUCT1ON
J) IT SHAll. BE THE CONTRACTORS RESPONSIBIUTY TO NOTIFY AND COORDINATE CONSlRUCT10N WITH AU.
RESPEenve: unUTIES.
.) AlL OUANTlTlES GIVEN ON niESE PRINTS, ~y OR IN THE SCOPE Of WORK SEenON ARE ESTlhlATES
.tHO SHAlL BE CONF1RNED BY THE B1OO1NG CONTRACTORS
5) OCCUPATIONAL SAfETY AND HE.lLTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATlONS; ANAL RULE 29
CFR PART 1926, SUBPART -p~ APPLIES TO N..l. EXCAVATIONS EXCEEDlNC FM: (5) FEET IN DEP'1l-I.
6) IN AOOlnON, EXCAYAT1Of\l EXCEEDtNC TWENTY (20) FEET IN OEPTl-t REQUIRE THE DESIGN Of A TRENCH SKETY
SYSTEM BY A REGISTERED PROfESSIONAl ENCINEER.
7) IT SHAll BE THE RESPONSlBIUTY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUAlITY CONTROl
TltROUGHOVT THIS PROJECT.
8) TEMPORARY TRAFf1C CONTROL CURING CONSTRlJcnON TO CONFORM TO N'PUCABLE LOCAL STANDARDS_
9) BEARINGS, DINENSIDNS. AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND
PlATS FOR EXACT INFORMATION.
10) ANY F1ELD TILES ENCOUNTEREO DURING EXCAVATION SHAlL BE REPAIRED NolO POSITIVE DRAINAGE
PRESERVED.
II) THE ENCINEER AND/OR OWNER DISCLAIM I>HY ROLE IN THE CONSTRUCTION MENlS NolO METHODS
ASSOCIATED WITH THE PROJECT.
\ 2) THE 1.0WEST FLOOR ElEVATION RECEMNC GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE
THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE. OR A CRINDER PUMP SHAlL BE REQUIRED.
lJ) AlL OIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROll. CURB OR FACE OF BUILDlNC.
14) SEE ARCHITECTURAl Pl.NIS FOR DETAILS OF BUILDING. BUILDINC DIMENSIONS, ATN RELATED OETAILS. .-NO
S1CNACE SPECIFICATIONS. DO NOT STAKE BUILDING ~ROM 1'HESE PlANS_
15) COORDINATE CONSTR\JCT10N ACTMTIES WITH ADJOINING WORK. VERIFY EXTENT OF A()JOINING WORI( NolO
COORDINATE AS REQUIRED.
16) fiELD VERIfY EXISTING CURBS AND TAPER PROPOSED "'ERTlCAl. CURBS TO IoIATCH WITHIN A MIN. OF THREE
(J) FEET.
25 SO
tJ' FH+ 0- EXIST,fiRE!iYD1WfI ----- ,'G4T-or-.....y lINE
WMee ~ EXIST, WATER Mf.JER/VAlVE ;'ROf'QSED SANITNfl' sorER UNE
IElI EXIST.SiCN ; ROPOSED Si"ORM stWER UN(
0 EXlST_ llKHTOR.ru. ST_ - ['ROPOSED JolOPE ROOf DRAiN
. PKf EXlST_IROfrj PIN I: OR f'l((srT/rOUMO) e rRCPOS[I)PIPEBOLl.NlD
8GUCilI ~ EXiST,CASIIlOrR 0 i-flOPOS(DliIAHHOlE
-. EXIST.CASV"'-I/f. ...-- "ROPOSED CONTOURS
. II . EXIST. STQRM'iNlt.'
0 /OJ EXIST STORW/SAH./TELE. WAJji-'O!.L .-1894501 r,.OPOSED ELEVATION
EM- ~ ~ EXIST, ELfCmIC METER .. IVIlHH;E ft(M oIrRRQW
@-%'Oi! EXlST. ?OWER POlE/POWER POl[ _/ LlCl1r -w- ~.TER t.K
-0- <AS""
CAe ~ EXIST. GlJYMCrlOR F.PE. iNSH fLOOR E1.(IIAl'IQN
T.Ped.!;l I!l EXiST. TtI.U'l1ON(P(OESTAl TC :POf (~HOl.f IINt!T) CASTJp(j
l'9 h-'''- lJ~IT 'IN ~'\o[I?T (80TiOM) IllVATJCfrl Of (WIIHOlf/~"ILfT)
ce. EXiST. CLOHOuT RCP ;::frlfORCE:D CONCRETE PIPE
-MB ....,." CMP <:J~TEOllIIJALPIP[
PIC mwm..Ot.ORlDEi>f'E
@Ii D:!ST_\.IGHT SiR. ',:RUC~RE
0'" DGST 0>._ ~.E.G 'u-.TCH EXIS'Tfr(; ,:AAX
O:'...;r;;;;I:;;;;;;~...;;;- DGST SAHrrAAY SEWE'l ~:M: 55;) ::'JS-SURfACE MAlNAG(
------- '"ST STOR.. SEWER LIIE Toe 1_)1' Of OJRB
------- GUT c;];[R
---!!9i--- DiSl C~TOURS OUt r;I(RHOO u1ufl' '.IN(
~ C7tCR[T[ END srC.Ch (C_LS,) -T- '~[PHOJi( lit:
C" (;ATEPOSl TBM TOJr:>QRARVB(~J(
~ :R,t,.1fSF0Mn; -.- [rerR!C CJljE
liE ?..~i"C;.:ouMT
PARKING SUMMARY-
ARKING REQUIREMENT:
1 SPACE PER 4 SEATS IN THE MAIN
ASSE~Bl Y.
.Ol Y TRINITY CRfEK ORTHODOX CHURCH
600 SEA,S
TAL. SPACES REQUIRED - 150
SPACES REQUIRED - 8
hA$E 1:
169 - STANDARD SPACES
B - HANDICAP SPACES
, 77 - TOTAL SPACES
HASE 2:
173 - S7.ANDA.RD SPACES
OTAL. SPACES PROVIDED - 350 (8 He)
ICYO..E SPACES PROVIDED - 8
,.. = 50'
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!lfeh age asem.n I pf!f'
rntl. No. 98-56847. EOS8m"" runs
norm 10 ,he nOfth lin.. 5/2 SW/4
Set 5- 11 ~-RX
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'Drain. ("atement peo-Inst
No. 98-568-47. (BenelJlt EngJitll
Doh StIbdiwision)
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SHEET NO.
CI02
i PROJECT NO.
w060166
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Call '___382-""
~;:::,~"~gU:~SCALE)
"IT'S THE LA W"
...- ~ PACmCnClJII SUMCt. IJIC.
::&.lIJC:b.ll
TWE LOCAlIOfII$ Of Al.L EXl5T1NG UNl:lERGROl.ftD U11UTlE'S SHOWN CI'I
1HIS PUfIl ME 8ASC) UPON A8ClV[ QAOUtO ('tll)(NC(. (lNQ..UOlNG,
8Uf NOT LIiIITm TO. 1oIAIOtOUS, lNLETS, Vlll.~ M<<l IIMAKS .w:lE
UPON THE CROUHD 8'l' O1l4ER) AND _ SPECl.JlATM IN NATURE.
THERE ....y ALSO BE cmcER EXlSllfIIC UJlO[A(:AC)UNO UTlUTlES fOR
Wt4lCH ~ IS NO .teeM: c:ROUNO EWJOIC[ OR FOR 'lWHlCH NO
QQ...., EW:lENCE 1MS 0SSER't'ED. THE: oc.cr LOCATICIilS
SAlO(~\JHOERGAClUIrClIJT1UTI['5SHM.1.BEVE""E09T'TI€
CON'nUICfOR PliOA' TO MY NCJ ,fU CONSTRUCTION
;:Il.E.AS[ CALL "HOtLY totaLLY"
1-800-.382-5544
100
'0
~'c.nf<'OlUtlllr["'" (I'" "...1iI01 0twdI)
I ~ 1~1:;ef~J~5:t. per
IrIsf. No. 9B-5fiBH
0'" "". UM f_'...."
GENERAL PLAN
1. ~u ARE 5.0' UNLESS
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-DEVELOPMENT SUMMARY-
LOT AREA 20.05;, ACRES
BUILDING AREA, XXXXX SQUARE FEET
LOT COVERAGE, 25'; (BUILDING AND
IMPERVIOUS SURFACES)
SETBACK REQUIRMENTS
FRONT 40 FEET
REAR, , 5 FE,"
SIDES. 20 FEET
BUILDING HEIGHT ALLOWED, 35 FEET
~-p
r.
$!
lo' " [ngJtlll a.m.
PIc1l Cab. 2, Sll. 5.41
I...,. ,.... 2001_1~1
Susa.. I..,. RuuoNr 0lId
Johnolflot! Scott RuaHfl'
In.'. /lfo.. tooJ-loal71
3. ~ DIMENSIONS :NQICATE FiELD DIIolE~SION
AOJUSTW(NT AREA BASED ON ACTUAl -IElO LAYOUT
COORDINATES.
"1Ioc.Ir ,," [,.." 0aU
Com",,,,,, ANo
Plaf CoO. 2. SIitN 54t
",.. No. ZOOT-711 I
frogJlsl'l 00... Ho_........ 4aodcrflfm. II'Nl.
IMI. fifo. 1OOf-,J'5Q
"BI'odf ". '''fll.. 00....
"""--
Plot Cob. 2. Slide 541
IMf. ... 2001-751
[ngll.IlOaIrs~~lne.
1Mf. Hot. 200'-IJ.SO
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:\ --=-..---!- -c!...-_ ---- Ptl1~~ ~t.~J...,. IJ52,78'
~---=:J.....= CONSTRUCTION LIMITS _ _._ - - - - == :::'---'-=-_'"'"'= ~ ~-- - '"':= =q:~- - --
I -6--=..... =-=- =---=-=--= =j"-=-:=;-- ':'""/----:-:- - - - '- 2!>1~-' 1-'0(:'
::; ~-'
\
25' LANDSCAPE3'UFFERYMO
,=,.v-i
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PLAN NOTES:
(0 ASPHALT PAVING PER DErAIL ON SHEEt C2C1
o R_O.W ASPHALT PAVING
o MATCH EXISTING PAVEMENT
o ~~~RETE CURB &: SIDEWAlK, SEE DETAil ON SHEET
o SIDEWAU< Fl..USH 'MTI"I PA\lEyENT
o CONCRETE SIDEWAlK; SEE DETAIL ON SHEET c201
(2) /llJA PARKING SIC"" (2 VAN ACCESSIBLE)
o PAINTED WHtTE 4. PARKING UNES
o PAINTED BlUE ADA ACCESSIBLE AISLE (2-8' WIDE, 2-5'
WIDE)
@PAINTED ADA PARKING SY~80L (PARKING BAY g' I 18')
@ ~~JED WHITE TRAff'lC ARROWS; SEE DETAIL ON SHEET
@ :~~~E~~~I;CU~:'~~R~~:~~l w~rr:CE~T~;~~~
DRAWINGS
@ ~';N:CLOSURE. COORDINATE WITH ARCHITECTuRAL
@=E~SU:;E;D~~O:A~~~Et~Dl1' CHAMFERED
@JlJA ACCESSIBLE RAMP
@TAPt:R 6. CURB WITHIN 3 FEET
@6- CONCRETE CURB: SEE DETAIL ON SHEET C2Dl
@ STOP SIGN (typ,)
@24. PAINTED WHITE STOP BAR G r ass
@PARKING BARRIER; Sa: DETAIL ON SHEET C201
@PROPOSED TRANSfORMER PAD :...OCATION
@FUTURE PHASE 2 BUilDING lOCATION
@PROPOSED LIGHT POLE AND BASE
@PAlNTED PARKING ISLAND
@FOUNTAlN
@CONCRETE APRON AROUND STORM DRAiNAGE INLET
@PROPOSEO 10' ASPHALT MULTI-USE PATH
@PROPOSEO CHuRCH SIGN
@~,~~;~~~~O~-TYPE PER CARMEl. CITY
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HELLENIC OR~OOOX CHURCH -
J~~~~~~~n J:.'N~r;~~~g,;
20.05\ acres, :t
G r 0 , S
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_-1
, B.$.L.
.lO' s-w CIo?Il ,.
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GENERAL NOTES:
1) THE CONTRACTOR SHAll BE RESPONSIBl.( FOR OBTAINING, OR VERIFYING THAT All PERhllTS MID APPROVAlS
/IRE OBTAINED FRON THE RESPECTNE CITY. COUNTY, AND STAT[ AC(NCIES PRIOR TO STARTlNC CONSTRUCnON,
2) IT 5HAU. BE THE CONTRACTORS RESPONSIEnUTY TO DETERMINE T1-IE EXACT LOCATION OF All EXlSTING
UTIUTlES IN THE VICINITY OF Tl-IE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCnON
J) IT Sl-W..1.. 'BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AHD COORDINATE CONSTRUCTION WITH AU.
RESPECTl'If: unUTIES.
4-) .....L CUAHT1T1ES GIVEN ON THESE PRlNlS, VEREW.lY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES
.tHO SHAl.l. BE CONFlRMED BY Tl-IE 8I0DtNC CONTRACTORS.
S) OCCUPATIONAl SNUY AND HEALTH ADMINISTRATION (OSHA) STANDAROS FOR EXCAVATIONS; fiNAl. RULE 29
erR PART 1926, SUBPART -pc. APPlIES TO AU. EXCAVATIONS EXCEEDlNC FIVE (5) FEET IN DEPTH.
6) IN AOOmON, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE ~E DESIGN OF A. TRENCH SA.FTIV
SYSTEM BY A. RECISTERED PROFESSIONAl ENCINEER.
7) IT SHAlL BE THE RESPONSl8lllTY OF THE DEVaOPER AND CONTRACTOR TO UAlNTAlN QUAUT'Y CONTROl
THROUGHOUT MS PROJECT.
e) TEMPORARY TfW"fJC CONTROL OURlNG CONSTRUCTION TO CONFQRM TO APPUCA.Bl! LOCN.. STAHQAROS,
9) BQ.RINGS. O1MENSIONS, N40 EASEMENTS ARE SHOWN FOR REf'ERENCE ONLY. SEE RECORD SUR\1Er3 .AND
PlATS FOR EXACT INFOAMA.TION.
10) AH'f fiElD TILES ENCOUNTERED DURING EXCAVATION SHAlL BE REPAIRED AND POSITlYE DRAINAGE
PRESERVED.
11) Tl-IE ENGINEER AND/OR OWNER DISCLNM ANY ROLE IN THE CONSTRUCTION "'EN\IS AND METHODS
ASSOCIATED WITH THE PROJECT
12) THE LOWEST FLOOR ELEVATION RECEMNG GRA\I\"TY S(RVICE MUST BE .- WlHIUUM OF ONE (1) FOOT ABOVE
THE TOP OF CASTING Of THE NEAREST SANIT.ARY SEWER MANHOLE. OR /Ii,. GRINDER PUMP SHAll. BE REQUIRED.
13) 4lL DIMENSIONS ARE BASED ON FAC[ Of CURB OR BACk Of ROll CURB OR rACE OF BUlLDINC.
14) SEE ARCHITECTURAl.. PL.AHS FOR DETAILS OF BUILDtNG, BUllOlNC DIMENSIONS. AN RELATED DETAILS. AND
SfCNACE SPECIFICATIONS. DO NOT STAKE BUllOtNC FROM THESE P~S.
15) COORDINATE CONSTRUCTION ACTMTlES WITH ADJOINING WORk. VERIFY EXTENT OF ADJOINING \1fORk AND
CooROINATE AS REQUIRED.
16) FIELD VERIFY EXISTING CURBS AND T~ER PROPOSED VERTICAl CURBS TO WATCH IYlTHIN A. MIN. OF THREE
(J) FEET.
25 50
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EXlST.fIREtfftlRANT
EXIST. WATER ..rn:~,NAl.VE
EXiST.SICN
EXIST _ WONlOO \IlEU.
EXlST_llroNr'IN!tORPI<(SfTjfCUNO)
EXlSTGASMETER
EXlST.CASVAlVE:
EXIST. STORM 'HtlT
EXlST_ STORM/SoloN/TEl(. lW/t-Olf
EXIST_ELEC~ltI(T[R
EXIST. ?ow[R PO..E/POWER F'1)(i _j L~Hr
EXIST. GlIYNilCIiOR
EXIST. TtI.EP1ONE ?EOESTAl
:QT-Of-....YUNE
F~OPOSED SAHlTNrl' SOOR UMf
\
;~a?OSED STORlIl SOtIEIl UNE
f.~OPOSED HOPE ROOF" DRAiN
n().~P1PE~D
Pl!O;>(J$[Q1M/rltO.r
r~C~OCONTOIJRS
rW)P')S(D El!VATiON
; 'lo\I~ flOW NlRCM
~.rrR l.K
"'''''
"MS'" rLOOR EU'IAnON
.,'P or ClWtHOl.( j 11lLET) CASTING
:~'.urr (Bonoy) El1."A,T~ c; (WH"OlE/!,~LET)
.~:lNFORCED COHCIlETE PIPE
r,)RR\Jc;ATEO IolETAll>IPE
'~Li"IlN'l1.. OtJ)RIOC Pf'E
"RuC11.lRE
,~tT':I< (XISTJ<<> ':~(
~.8-5l!RFACE [RAINA(;(
7,*, or CURB
C;r7[R
0'1("1'00 uTlJn' uN(
TLE"HOHE LI4E
"T'J;)Q:tAR" aOiOiWN<1<
[!CTR:C ~lNE
~;..:IJ(NC COUNT
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PARKING REQUIREMENT:
, SPACE PER 4 SEATS IN THE MAIN
ASSEMBLY.
HOLY TRINITY GREEK ORTHODOX C~URCH
600 SEA is
TAl SPACES REQUIRED - 150
SPACES REQUIRED - 8
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EY.;ST, LICHT
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aSl JraRItI SEWER Lflr
[;tiSl CON~lXJRS
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CATE~
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-1)]-
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/'lurch oqe t.ommOllI pf!t
Inst. No. 98-56847 E~.,t rUllS
norl" ~o the north Un.. 5/2 5W/4
See. ,-n7,Y-RJE
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"IT'S THE LAW"
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!If[ L.OCATlOMS OF oIrU.. EXISTWC \JNDERGRClUfIIO UTTUT1ES SHOWN ~
Tl4S PVf'lI ARE BASED UPON .-:wE GROUND EVlOEMCE (1NCl..\JOlHC.
BUT Naf UMfTEO TO, MANHOLES. INLET'S. VJII".\IE5., .fIND tIMKS WIDE
UPON 1HE CAOUHO llY OTH(R) AHO ME SPEC\A.A11VE .. NATURE.
fHEJl( ....y Al.SO BE OTHER ElClSllNCO UJiOEACAOUND unUTIES FOR'
WHICH THEil( IS NO .t8O\IE GROUHD EVIOENCE OR FOR WHICH ,.,
CAOl'ND (\/IODICE WAS CII5~. fHE OCACT lOCATKlNS
s.uJ EXISTING UNClERCROUND unuTIES 5tWJ. BE VEAlFlfD 8Y THE
CONTIVCfOR PIIOR TO AHY AND AU. CON5TAUC11ClH
PLEASE CALl. "HOlE" MClEY'
1-800-,382-5544
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Instrument I No. 98-5001.3
20.051 acres. :t