HomeMy WebLinkAboutSDP199000078 Plan - Approved Final Site Plan and Comps. 1990-09-06GF3+ERAL conSTRUCtIon x(yI¢5 FOR Six¢ FI.Ans
Tirginf ace (ter re( crm eoenc
fefers o tnv cou y of Albemat le,rvirglnla. tr y
z. Frier t evmmenremen r[,nn � e.la q
�le =1gnt_o(_way.° �:,=tingti
rmtt Eor sate eons truc[ron shall be vLtaln<tl from
3. All paving an ralnage r leis and r ctivn
rallac iticat tons ana st enaerda
of tv.o.o.T. unle:. otne��i.s hates,
A. E vs�cvzon s`1[a clo rail he 1n
belns 1 Frier co y clear g, grad g ptaoth^r tlall
conatructiona PCan x n in v a-
s. All alopca a a al,terbca at.ae to ne fer[lllrea
mulehea.r a,sin al lawn I—,ll v :loft 1
ar< to be i<ye,°lechle lac:eemara v Uoe < er het ter
6. All drainage inlets shall have e 3 loco local tlepreae ion
"/. Pavca yr r1F F ltnva alt a rcquit«I r. , 1 u
opl n,vn of t e Ulrcc[or of `E glyeer-I ,��
ct ns decmea hate.," ry in ortler to 111 a tlta+r ,+c
ha ncl r
B Aaln r afflc c�n[ry rs v 1 I lra'r,a
el f Uniform li of (lase rel Ucvlces, lace 1
9. eoncrct ttFc as., ii! cvn�, ct FIC^ :hall Lc ,c, ,forced
,U. All , ca Lr
EEx ERAL 4AI EA d 9Eu¢F. CUxh ITIU:+.S
I. Work elre^1 be eub]er
Se vlc 'rM1.
r e < r[lrt [y1n[vt
of [1<lele lot re start a the vnrL., .Sr wire A,111-,11,
Z. re lvcntivn vt ealet log r n, r Ilrr. of t
rgrvaed v � .Ilv<e nor .. plarra rr
relc vnoM1le a va <loca[<yetl evJ<rg sand 1(rrea ana
I. All maur(eu ana onrratr ea .n.0 ,ample � Ir c<
and Sever Cvna[rrrc[(ev E al((ret lane ae e d bynt er
au y •Service Aut M1vrltypvn Jen, i9, 19gJ, • coded vL+L. beigd'1 �
d, m [or ell eleva[fone ohvvn Iv Na[lvnat eevde[Ic Sar y
s. Tne Cont rec ter shall be r p nslLle for nv H[ylvp "Nl,. U[illty"
(I-EO(1-ssz-)U01)
6. A11 v e and sev a alrall I n qr I( v! r
.<..ar<artarm the v orarive, over<[be renrenin< nt or p .<
1. zo' vide seas rr [n lr. urre analt b< aedlratea [
SafAlbrmar lemr' my 6 vice rtM1nri[Y, a rep[ one re [ lloe (
e e„`ui rhea rl enr-.ayA.a „ n �, a arr<a. -
eaeem n wall nl sngbe dedlcntedsee a ut (lfty`e eseme nt.
g.r xuc[lle Iron ripe arall be u• n (ill v , c 9�i r nn
wn<r . v nae.'na aall lea ny rr rr ,�ea��..r g I, �[ ore
9 J' m(n sep,r, rn 1 1
r�lv<rta n I
airs roan l'r en . +� rr
< sal nn
enJ s ,cyn r � cr r l,.rt In bvt Jlrerr r 5
SITF- DATA:
OWN EIi THE 5ENIOR CENTEFI
210 SECOND
C FIA RLOT ESVILCF. VFl
2Z901
pEVELOpER:
R.V. C_ c/o.
Rory LANGnRH
0. box 060
HFlRl-Cjj ESVILLEIVA. ?M)(o
LEGAL REFERENCE: . n. col \V
S E.CTION 2f PARCEL 2Fi
D.O. 705/ J35AH
B_I"L .K. NAIL IN 8IDE\YALK ALONCI NORTH SIDE OF
REEH 15RIEFF DRIVE. ELEV.(.0
LOCPTED OFF SITE PLHN
Leo or of
exlsT'n9 f;re hydFaRfi
EONIH : C-1
n ACIS ERIAL DISTRICTi
CHARLO l t5VII1E I'IAGI5'M9L,
DI -IRICi
POOP05ED USE : nEEJIHC 4RECREATIOH
6LIILDINU MucjhH :
30 FT.
LAND IJ5E SCHEDULE
•bull-DIHq'
10,900 S.F. 15% 0.25
•1VAUi5l PAVEMENT
30, 915 S.F. y1 /a 0.70
• OPEH
5? B18 S.F. L-14 % 0 75
•TOTAL
7H, 1335.F. 100 1.7 AC
1OTAL OLIILur4g 5Q. POoTAGE: 1311 ri5 5.F
PFaRCEL RMEAGE : I Ac. _'
� zso' s1cHT
"; p E
- '� /� ;.N�\E'• NF.��h �5
1 g.8
4 G EX g f{ZG.O�
INV "IS
v p' II
-E Zz 8 �0
b'
RoPpSED„oNtlEcr1oP,IOx 16
OFP
•;d EEFlN
.409.E V�FEHC
- 'ncs
-n e
yE,F TriE E i 1YP'
ENTEP A� efsl PL5(-
- all
ex,sTrn9
CONCRE�E
(r
G FI
yHERL�udl
P,E HOLrb IN
O 3
r\ �
\ � I J
,:..
� I n (oI z secTlnNs FaR.IA
ilEC�:
APPROVAL
I1
HO�Ej
OAP', OF PLANNING
8 MMUNIiV DEV ELO PMcNTl-AEFA
p�
C�.c
PARKING 5CHEODLE
•ADMINISTPRTIVE�OFFICE :2,9009.F �I SP/2o0s.�=15 SPACE5
f
• HS5E116L� FIRER : 5+300 S (I S
'P P
_
100'R ruOOC) fl-(SIN='101 ELEV.
TH 19 Pf10ftSh DOE5 HOT LIE \VITHIN
(�
75 S. - 715 ec15
/ E P
•5PECIFtI.rufifoSE.: Z,2855-F. (I SP/125 S.p.) 195PACE5
fi RESEftvOIR \VFIFFn5HED,'
PVINCE TYPE PRINE9 DOUBLE SEPAL If71N�
(iCILI
+�+ +�• _
-�-
DEPT. OF ENGINEERING
• CIRCLILA IOH:
'� 9(00 S, F. — NO SrFICf.S REOUIRED
Et'I LG EES IVORKIN A� FIIS
P Y q IT F ll.
VIR GINIA DEPT.
OF HIGHWAYS
• LOBBY : 1,700 9.F. — H5 SPEICES RE OU15ED
• ED ESEU IRE H U-3 I5 LOC ED
P P �,
VITHIN 3 O OF lL 5DE5 OF ,H BUILDINCY.
,f./
TOTAL PARKINq flEQLLIRED= IOS SPACES
pRovIDEO
SIGN FlPfucnA 'OIU?0 5E MPDE SEffll`iTEL,
SHE
'' h u5' COMar�Y vVIq WW ALP. CCU`+
ALBEMARLE CO. 9 G/g,
i�
=
PARKIN = 106 S E10E9 +
1 P
Ol1l r�O DlilrrN tE' T
i
SERVICE AUTHORITY
___
I LDADINCi 5(?OCE
• FI.C. SPACES (105 SPACES)2 3 G (of total)= 3 H.C. SPACES REq
VIR GINIA DEPT.
OF HEALTH
co h.C. 5PACE5 PROVIDED
,.y}
a17"M. a I?].F'Pt'�/)(/N%
FII,IRL ra VF_I'IEN'j PjrFC FJLCATIONS p 3CI E f3SEo OH I.I.E.'Tn(9F FIL
ClENO-r'RION FIGURES
DEPT. OF ZONING
U
azso
Z
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cc: cV cD
CC N I
_ !
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W J
d
UU
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�
co co
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ct
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tu
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LL-
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�1
REVISIONS
.cam
t
3/,9 / 90 SLAG E.LEV.
3/15/,90 COIJHI `f CM' S
_
�90 pu\VE
70 A. C S.A. CM 15
5/7 90 nu-Ir INING
Ir'
\VA .
( I
SCALE
rI
��Roposeo
PS SERVICE r
CONTOUR INTERVAL
DATE
t Ck. HILL5DALE OR.
I
rrb. IG, 1990
7tt
7H
1L?� D jna. vm 597, 91 _
.. _.. CARE Srt'O 6E �IIAKEN
To KEEPUHo RETAINIryG /
SAN InI 66 yY �IkliiiE 20%n.
ERSf.MOEiJTS \V fi „
I i+
11
I In I
SOu5cr OF TOPD, 4 E)DUNDAF,
FOUOABL15111 qALE4 A SOC. SURVEI'
C
rm
SHEET
I/I
FILE NUMBER
70Bz
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. The abbreviation v,D.O.T. made hereafter refers to the
Prginin Department of Transportatiqn. The term County
Refers to the County of Albemarle, Virginia.
2, Prior to commencement of any construction within any existing
public right -of -'way, including connection to any existing
road, a permit for said construction shall be obtained from
V.D.O.T.
3. All paving and drainage related materials and construction
methods shall conform to current specifications and standards
of v.D.O.T. unless otherwise noted.
4. Erosion and siltation control measures shall be provided in
accordance with the approved erosion control plan and' shall
be installed prior to any clearing, grading or other
construction.
t
S. All slopes and disturbed areas are to be fertilized, seeded
and mulched. Maximum allowable fill or cut slope is 2:1.
Where reasonably obtainable lesser slopes of 4:1 or better
'are to be achieved'.
b. All drainage inlets shall have a 2-inch local depression.
7. Paved or rip -rap lined ditch may be required when In the
opinion of tire Director of Engineering, or his designee,
It is deemed necessary in order to stabilize a drainage
channel.
S. All traffic control signs shall conform with the vitrJinia
Manual for Uniform Traffic Control Devices, latest edition.
9. Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Cldss III.
10. All underground pipe installation shall be pe.rfotmed in
accordance with applicable OSHA safety standards.
r
GENERAL WATER 6 SEWER CONDITIONS
1, Work shall be subject to inspection by Albemarle County
Service Authority inspectors . rite Contractor will be
responsible for notifying the proper Service Authority
gfficiAls at the start of the work.
2. The location of existing utilities across the line of the
proposed work are not necessartly shown on the plans and
where shown, are only approximately correct. The Contractor
shal i on his awn initiative locate all underground lines and
structures as necessary.
3. All materials and construction shall comply with General Water
and Sewer Construction Specifications as adopted by the Albemarle
County Service Authority on Jan. 29, 1983, amended Dec. 20. 1984.
4. Daton for all elevations shown in Natiunal Geodetic Survey.
5. The Contractor shall be responsible for notifying "Miss Utility"
(1=800-552-7001) .
6, All water and sewer pipes shall have a minimum of 3 ft. of cover
measured from the top of pipe, over the centtrilne of the pipe.
7. 20' wide easements, centered on the pipeline shall be dedicated to
the Albemarle County Service Authority, except where the line is
in a public road right-of-way easement, in which case the access
easement shall also be dedicated as a utility easement.
8.' Ductile iron pipe `shall be used in fill nre;s, unless 95Z compaction
can be obtained and certified by an approved testing lab, at the
Owner's expense.
9.
3 min. separation [tr
iu1r bt tu'
en : ,
tmtIlse and storm sewer
culverts or 6" separation when w.L. insulated. Use )" thtci 111ERMA-CEL
pipe insulation in 3' x 4' sheets :Is manufactured by Nt1MACA. Inc,
or equal appru%ed by Albeii,.trle (:u,rrtty Service Authority. Inaulatleni to
extend 5' beyond center line of culvert to both directions or 5' beyond
ends of culvert when parallel.
8ITF_ C1r,1170
O\VNEFi THE. SENIOR CEN'�Et�
210 5ECOND Sr N.L.
ChIRRLO i 1 E5v1LLr- , YA
ZZ90I
QEVELO ER
R.V: C. C/O•
RON LAHgmfit-1
0. 60X O 5 Co
H(9RL0J1E9ViL1_E I VA- 2Z90(D
Ltq(9L F�F_ fffKE.NCE, .7. M. Co l W
SE.CTlori Z rnfiat- 2(9
0. 6, -CO5/ A5'-I
k3. 11. -K. NAIL IN 510r_ VALK ALOHCl NC)BIH SIDE OF
gMftii 6RIF-F) DRIVE. ELEV. = gU_Cvro
LOCOTED Off aITE ?Lt rH
�z3{�proxlna�t?
local,on of
Cx15Tm9 f irc h1dran j
LOND3CH fE. SCHEPUI-fl
10& PAF�KINCI 5PFICES @ 11NJf_Rlofti
SHAOE J ROE, /
10 1ry=1r'�� -= Ii 1tII'iIrPRICrR SHADE �REE� REC�UI EO
17 INTu`i top, ROVi0ED
A6
1VN1 E ASM I2 -
1 31y CAL. MIN. ` °; C, �
�d 9
WILLOW OAt`1 I'/?- -
13Iy CAL. C`11N. YJ 5, t 1-1
5 to
BRADPOF-,o rEpf1
I`- I,/q" CAL. rilwi, � r (C-'
D 8
\N/hI 1D0qxv000
1"- I ilia CAI..
2
Ar1L1� MAPLE.
I" - t +1NFt CAL.. MIN,
I
RUSSiAN OLIVE
I,t Il/yr, CAL MIN.
rIO�E ALL LAN05CAPINq IO bF- Mntl '1 `AINEO
AND P)EPLACEO SHOULD F1NI 01_-
c,C, \0�
0,
�lb
ZOHIN C- 1
MEiC�iS�Ef�It�L tJIS�RIC CHAi1L Jr_5ViLLE t1AC�19'�EFiI�1L
D1 _-IRiCC
PfR0F05E0 U5E : rlFt lriq '3' RECREAJ)0H
E'�UILDINCC� I~IEICCIH'j _ 3O �T
LAM) USE SCHEDULE.
• e)UILDIHq IO,C100 5-f. 150/0 0.25 AC.
•WAI-Ab �(MF_ME.MT 30,14i5 S.F. 'A1 °jo 0,70 AC.
• OPEN 3E.,818 G.F. `4y b/o 0.75 AC
•TOTAL. 74, 133 5•F. too °/0 1.7AC.
]01(c L 13111LOtHq SQ. rOo,ACL : 131195 S.P.
�HRCEI APIEAGE : I , 7 AC. -I-
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NJ
GENERAL CONSTRUCTION NOTE! FOR SITE PLANS
2. The abbreviation Y.D,O.T. made hereafter refers to the
Yitginia'Department of Transportation. The term County
fefers to the Coutiiy of Albemarle, Virginia.
2. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing
road, a permit for said etinstrucrion shall be obtained from
YyD.0.T. ;
1. "All paving and drainage related materials and construction
methods shall conform to current specifications and standards
of Y.D.O.T. unless otherwise noted.
4. Erosion and siltation control measures shall be provided in
accordance with the approved erosion control plan and shall
be installed prior to any clearing, grading or other
construction.
S. All slopes and disturbed areas are to be fertilized, seeded
and mulched. Maximum allowable fill or cut slope is 2:1.,
Where reasonably obtainable lesser slopes of 4.1 or better
are to be achieved.
6. All drainage inlets shall have a 2-inch local depression.
7. Paved or rip -rap lined ditch may be required when in the
opinion of the, Director of Engineering, or his designee,
it is deemed necessary in order to stabilize a drainage
channel.
All traffic control signs shaill conform with the Virginia
Manuel 12i Un f rm Traffic Control De ices, latest odikT_on.
9. Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Class III.
10. All underground pipe installation shall be performed in
accordance with applicable OSHA safety standards.
GENERAL WATER b SEWER CONDITIONS
I. Work shall be subject to inspection by Albemarle County
Service Authority inspectors . The Contractor will be
responsible for notifying the proper Service Authority
officials at the start of the work.
2. The location.of_sxisting utilities across the line of the
-proposed work ire not necessarily shown on the plans and
where shown, are only approximately correct. The Contractor
shall on his own initiative locate all underground lines and
structures so necessary.
3. All materials and construction shall comply with General Water
and $ewer Construction Specifications as adopted by the Albemarle
County'tervice Authority on Jan. 29, 1983, amended Dec. 20, 1994.
4. Datym for all elevations shown in National Geodetic Survey.
,
5. The Contractor shell be responsible for notifying "Miss Utility"
(1'-A00-532-1001) .
6. All rater and sewer pipes shall have a minimum of 3 ft. of cover
measured from the :top of pipe, over the canterlina of the pipe.
7. 20' wide easements, centered on the pipeline shall be dedicated to
the Albemarle County Service Authority, except where the line is
in a public road right-of-way easement, in which case the access
easement shall also be dedicated as a utility easement.
8.1 D4ctile iron pipe shall be used in fill areas, unless 95k'compaction
can be obtained and certified by an approved testing lab, at the
} Owner's expense.
9. 3' min. separation required between water line and storm sewer
culverts or 6" separation when W.L. insulated. Use I" thick TAERMA-CEL
pipe insulation in 3' x 4' sheets as manufactured by NOMACA, Inc.
ar equal approved by Albemarle County Service Authority. Insulation to
extend 5' beyond center line of culvert in both directions or 5' beyond
ends of culvert when parallel.
r
SI'(f. DOT TA:
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llm=lru=uu-lJ=�111-=_ -
um=Nit=um-nq-iu�Tln--
pKO�.ILf. �
no stole
x Y �
FO•
m,n.
Off r11N.
+ _'('(PICA\ W-110N no stole
WASH RACV�
no scale
• Ttripfwt , SEb InuilG21 'GjftA�'
•,' ?_If1f5ui1fn, rD W111H 2.20 lb5.I �Sg Y oft 51 corlc.'jIff T-P_
'ansri P,RCK 10 6F_ PI'ltr;DEO B WASH PCR50N
suPFI.IEO b1 GENERA_ "HVAC' offt
- -III=ui_II _-c�IcY./all iTu
�f = ITI= =r
CROSS SEC`�ION
°uu
-illifl
gr_ =IIIII=-,IVIIIII ills pIIL-Iillr/
''clllll/1�1=11111i1S� i�II�IIIIIIICIII(=IIIII=
nC,q �.gFgf, Ho. i nl�liullU-jillllul U 17nIII u
5LDIMLH �R� OUTLET
&ILlroRRRI
no Scale
/
07
O
w
Q
L
0-a
df
i
f
J^�
OOtAt,1E-C�1ON
ROPpSE fl M', SE.N\AFi
� 'BEN b lot ofF` cf_�
SEDIMENT TRAP
DIMENSIONS
HEIGHT OF
HEIGHT OF
WIDTH OF
LEPIGTH OF
DA14
DAM OUTLET
DAM
DA.M OUTLET
AREASTRUCTURE
(H)
(Ho)
(W)
(L)
(AxB)
A
4'
3'
3'
1.2'
18'x18'
B
q�
3'
3'
2.4'
251:t25'
C
q�
3'
3'
1.2'
221:c22'
D
4'
3'
3'
6.0'
15'i:76'
EOHIM : C-I
MAC�IS�ERIAL C�Ig�RICT: CHAF1l jE5VILLE MAC�15'�ERIAL
f5ofoStD U5E rjFEjIi1q 4 fiECMf0j10H
5LIILIDINC� I~IEiCHT 30 fT.
LANQ USE SCHEDULE.
' eiUILQIHq 10)900 5•f- 15% 0.25 AC,
• t,YALKS/ � HA_MEdT 30, y 15 S.F. LA I % 0. 70 AC .
• Of'EH 32)618 S.F. Hq C,/00.75 AC
•TOTRL, 7LI, 133 S.E. IC)o0/0 1,7Ac.
'JOIRL 151.11LQIHq ESQ. r0O f:)qF_ : 131I `i5 S. f.
A �RCEL AMEAC9E.: I .7 AC. ±
I
00 T rt ,ol z StL;lori Y(41. IA
,�.•.--•"- RE�'�E�UC riOr1f,5 Iris_ •
S� ............
VA
EARKIHq SCHEOULL NO E-5
• ADMINI� �, IVE a �10E : 2 900 I °� l5 S ACE3 IOC) ' A f LOOO PLAIN = 401 ELEV.
/ , 3. f ( P/too eF / " T T}{15 fho'�ERT ( OOE9 N01 LIE MTHIN
• A951rr1bLj AREA 5,300 S.f. t 15F/75 5•P•% = 71 SpACn A t AVOID 1t PTr_1 95hE0,
• .SPECIAL ruRFo5r- 2,ea5 5•r. ( 1 8p/(55 b.f.) = 1 9 bFACt5 i j'AVIrIC� lyfr- : PRiME.9 DOUBLE °SEAL (MIH.)
• CIRCULATIori CI(00 8,r. - NO 5FHCF_5 REQUIRED EM�LOJEC,5 woRKIHC P� 11115 fAC11-11 f .
E3D 1 700 3. - NO 5 r7CE5 RE QUI(iED Fhorvm_p WITHIN aI(iE Hpnff r 15 LOC E.O
• LO
1 do' OF PLL tiOtz OF`H f3U1L0INCr.
TOTAL fARKINC7 EIEQUIRED= 105 3PHCE!5 SI H PFfLICAI ION /TO 8E M()OC SE�f�FIjI�LY
rARKINC•) fROVIDt✓O = 10(O 5pf9CEa + q U51 CoMPL� �vl� 'jHE ALA. Co11N?T
( LoADINCfi 5ft9CE Ni G C) 01NA�) E
• H-C 5PACE5 (108 SFACE3)C 3% (,,F-1.tn1)= 3 H.C. SPACES REQ
Sari, in.h
(D H.C. Jrncf-5 rRoVIDED
FIN(it✓ 10(9VFf`IEN1 SrECtj ICATIoNS �0 QE 56)6ED ON J.j,E.jfRAFfIC
C�Ef�ERA �(ON FI�URi=S
Inv In wo8 c)g ! d
nnv. r;u'i r}s07.7=t)h�r
INIJ 510Kr1 10FiAlN 5`(5IEM Ar1CJ Ih1>" rJ.:'L'S HD.TFICENI to J Li
I
00 T rt ,ol z StL;lori Y(41. IA
,�.•.--•"- RE�'�E�UC riOr1f,5 Iris_ •
S� ............
VA
EARKIHq SCHEOULL NO E-5
• ADMINI� �, IVE a �10E : 2 900 I °� l5 S ACE3 IOC) ' A f LOOO PLAIN = 401 ELEV.
/ , 3. f ( P/too eF / " T T}{15 fho'�ERT ( OOE9 N01 LIE MTHIN
• A951rr1bLj AREA 5,300 S.f. t 15F/75 5•P•% = 71 SpACn A t AVOID 1t PTr_1 95hE0,
• .SPECIAL ruRFo5r- 2,ea5 5•r. ( 1 8p/(55 b.f.) = 1 9 bFACt5 i j'AVIrIC� lyfr- : PRiME.9 DOUBLE °SEAL (MIH.)
• CIRCULATIori CI(00 8,r. - NO 5FHCF_5 REQUIRED EM�LOJEC,5 woRKIHC P� 11115 fAC11-11 f .
E3D 1 700 3. - NO 5 r7CE5 RE QUI(iED Fhorvm_p WITHIN aI(iE Hpnff r 15 LOC E.O
• LO
1 do' OF PLL tiOtz OF`H f3U1L0INCr.
TOTAL fARKINC7 EIEQUIRED= 105 3PHCE!5 SI H PFfLICAI ION /TO 8E M()OC SE�f�FIjI�LY
rARKINC•) fROVIDt✓O = 10(O 5pf9CEa + q U51 CoMPL� �vl� 'jHE ALA. Co11N?T
( LoADINCfi 5ft9CE Ni G C) 01NA�) E
• H-C 5PACE5 (108 SFACE3)C 3% (,,F-1.tn1)= 3 H.C. SPACES REQ
Sari, in.h
(D H.C. Jrncf-5 rRoVIDED
FIN(it✓ 10(9VFf`IEN1 SrECtj ICATIoNS �0 QE 56)6ED ON J.j,E.jfRAFfIC
C�Ef�ERA �(ON FI�URi=S
Inv In wo8 c)g ! d
nnv. r;u'i r}s07.7=t)h�r
INIJ 510Kr1 10FiAlN 5`(5IEM Ar1CJ Ih1>" rJ.:'L'S HD.TFICENI to J Li
itl� I•
i
� �
ii
1
i
E---
I' Q
Q _j • 'SCALE
cc
C�A SERv10E
`CQNTOUR INTERVAL
HILISDAI.E DR.
r Ir
N12
...--'"- y10 , ......... - � :.�-.----"_-----'"_...--••. �' ADINC-1 EA3EMEN`� '
NOq • • �' v �0 8E O�AtriE.Q
� - SOURCE. Of TOFO. 9- PJOUNOAR�':
P10UDA0U9h ) CALF, �- A 50C . $URVET
r
f2)OS10N CON � COI, NO � fS
• (�J I✓ 1 N 30A ° q E D A S HO L 1 R5� AS � E.S� ToCiRADINLj.
• ALL r'AVE-D AREAS WILL6E. 5''A>31LIZ�.D
1VI1f1 SCONE IMI IEi�IA'�EL`� F1FIER qRAlDli`ICI,
• ALL [DITCHES F1NO 5L0('E5 \yILL, 8E, 5EcfJE.CJ
IMMEDIA IEL`( E1FTER lHFIp, C0fA"::y-jftUC^J10N
EXIS IIINC- VEG. MosTL'( (�RA8.5 \�/irjt1
Sc7r1t \VHI `L rIrlE.S 1LoNq /f-It, Efis�'ERN
aoIJNDnR�
• ALL SI L'� � RAps AND fR01-OSED .O. 1. rS ARE
CIo bE_ SEEP IN coN.51JRUC�I0N.
VICINITY MAP n.t.s.
{
v 1
SHEET
9 /q
FILE NUMBER-
706Z