SW6231107_Plansheet - Other_20231115

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PROJECT ` f �BQRRo AREA
SITE f FOR ADDITIONAL
j EMBANKMENT v\ A '� date Apn)2023
WAY 01 j o f MATERIAL \ `\ _ -
OC BROWN \GH 1 t t n f \ '
D PEN job no. 20-1035-02
/ AD 1 \ _ O LEGEND
- r �
\\o� s� : � - 1 t f \ ! i ot.. 4�' I % � ��, � j `k `SPACE
JOFkNS G t ! r f
258.50' y
cnRace ��.HYDRANT
if S �� r. �` STORM SEWERRTY
-BURY UNE 256 78 STORM 3+01.44�
m -2+4765 - r •�., .., ,,_�€- f'"_._ t FLANGE 257.43 INLET i// r
W O t l 1 ! U t ' r i J/ I 47.2 LINE I
+t L t f SERVICE LINE STN- t
� 90'BENQ-, `"'
,FISH ROAD SR 1406 `z et I BLDG PAD ✓' " `` /f f i"" \ / BLDG PAD I PROPOSED
r ` i r" T' / % / "" V SAN SERV BACK OF CONTOURS
ROCK \ { f i 258.50 ': i 2+32.05 ;' C \ - L t 23 i f j' t 257.SQ / per L)
BLOWOFF '_ \� \ I` I o !..- =------ 1_IN-TERVA ------ I/p `
SIDEWALK _{
j t "'•2+87.7? i I \ SANITARY F 5' UTILITY EASEMENT t
q .h,'h .•,,�..'. .. ASSEMBLY •�'"' _ '-: .::.r.'T ^�,•... . f act t a ,.._ •�,q
rFLANGE 256.92 258.25' fJ �° '� SEWER avWi¢ SANITARY SEWER 5' SIDEWALK f !k
f f MANHOLE
r/� (J 6' LANDSCAPED AREA ADA y"
f f .m.. ,, �•�
a_ i ♦ 1+85.99 c^. a *»i x` j \ '.:':.::'f J - 3%' " 255 HANDICAP
rn _ 45'BEND 0'BEND i \ I \ / a TR RAMP TO ;
1 6 - J- \ t� 8 fi_v ACCESS AND 3+00\ CONTOURS SIDEWALK 4�
t / -.7 1 FLOCURB AND
,;c t ;t TEMPORARY EXISTING
VICINITY MAP w ry� F / 4S BEND \ \ i d- I f.'.:: ::•. WATER vw
(" �r BORROW AREA jt 1 j ... ROADWAY (t' INTERVAL) ^�
f -� \ _ _ ~ STN 2+7&`5, \ f LATERAL GUTTER-"--- f-
NTS " _ r- FOR ADDITIONAL
t i I ss-D2or v
f STN 1+95.44 EMBANKMENT �`� 1 O WATER SYSTEM ROADWAY VI !�� �- p()
•�.. � r.,^� / ,� � �� f EASEMENT 6" GATEt'"'� wv l
f \ 45'BEND - - MATERIAL f M 255,60 VALVE AND
SS-C10 i r ` I 1 2s� J j Jr .' BLDG PAD { /I o 8" INV OUT 245.32 HYDRANT CL AND O] - Z
RIM 256.04, J J 257.10' 7': / j q r MAINLINE TEE STATIONING C3
F ! \ 11 �' 1\ 1x 8" INV OUT 245.15 � i`i <v Jf f VALVES �,, ~ N ?,
1 '. J r I j f / b, AND GATE
1 \ O �?. 45'BEND f�/ I ' ` % V ii C
i X \� r^� •`... 055--""" •,� :�.:.' :.•1+98.14 � f t'o � ,.^/ T� `?, ..-i � -r-.
BLDG PAD .i.' 49.9 � ' I
258.25' \ r /1 �.1 // _ 1 % p� / r - -.,..` \ t "l
t A , t ' .'.•.. ?"`` \ _ - \ i `- ",.._- _�..•�,_ ,�� y�h r \ G ... �`-.;,,:� DELINEATION OF PHASE 1. ALL ih CL � 0
•�,, 48.9 / �j
1 ` /. ry 7 `� ; (WHERE WATER MAIN IS 2"
,4 t ..�� J OPEN Lz ,a OTHER LOTS AND UTILITIES TO
Ot � '•'� I `'� `�-•, / / W ` ! TEMPORARY �� PA �� 1 ENCASE THE 2' �.�u BE DEVELOPED WITH PHASE 2. p� ,� � �
8" BLDG ^•^ 'ACCESS AND I SPACE SDR21 INSIDE 4"DUCTILE.)
TAPPING ( 22.5' i v� F j; f V GI \ {.: / �...:ROADWAY E �
HORiZ.\ \ Y / �N \ 257.25 �' / w / / 1 > ..-
VALVE t \ 'r o f jr J o J EASEMENT
1 r BEND `, �!' /\ 1+Oo.35' I, ^J 1 / 2+06.to.' `'.':' G \ a>
3 %
12x72x8 �r / rr I t/ i \
TAPPING,` ! 11.25' i O \' 49-1 fiy I -""LOT. .2 R \ w/
.STN 1t67.8t � �
/ / �; 1 Ss-_D10/% 48.9 E
SLEEVE \ ' HOR{Z. j \ / �,\\ \ t BLDG PAD ': J jr 1 / RIM 254.86 BLDG PAD G` "
FIELD-VERIFY= BEND /,` r \ tp I 256.60' 2 / t'
'� � 2 `.'t / 8",INV,iN 244.25
\ r \ C \ / / BLDG PAD f` /SIZE OF .. -frr \\ \ �� \ 14+14.40 t �, 8" INV OUT 244.20 a J,/ \ .. \ v ^Ci
!, 1 \ r 1, \\ 70' HYDRANT 256.30' / 1 r r `^ / T8M reba for project is set at
EXIST. MAIN `1'�rr /.: \ NCDOT SIGHT 1 F. `
% r ;\ \ BURY LINE 255.03'` G I .: I l 2:..'.'... \, Stop sign P O
� /t / BORROW AREA Setbacks St placements ore '�'
1 \ / t, L7":'7+93.57 EASEMENT 13+82.18 )< I : LO d� () ! e; rr J FOR ADOITiONAL 7 k
\ \ FLANGE 255.28= ! BLD f/ � �` ` f' EMBANKMENT ?\ Fire Hydrant Bolt located near the "F" in Fireman near the shown schematically. •-
Z G PAD } 1 / o ` a Front: 30' Placements in field are to w
`' _- � MATERIAL r � � entrance of Friendship Grove Baptist Church on HWY
256.00 f/ch /" ® �3 t J s- �� A` / 1 s ":\ 401/FayettevNe Rd. Bade: 25' follow all NCDOT standards
f > ti J N:461895.8582 Side 5' & specifications
---- ! i T J j t `° E 1953753.7635
t' �{ 1 � � \ \ y •„''®\ �. Li' --- -_-__ 48.3 � /, ,� v, ry � - ,f i / �
.. EL,263.39
t 3 20' WATER SYSTEM ~~"" Follow all requirements of Hoke County,
O t 0+37.80 01 ! / \ \ NCDOT. and NCDEQ.
EASEMENT \ 8' PLUG W 2" 4$.4 zf j :': j t Fire Hydrant Bolt located neon the "4 1/2` dose to the
t r 2'_BALL 1t, 1 !
� • ,\ \ TAP AND THRUST I / Refer to Overall Pro Notes on sheet 2 of
t 1 j VALVE ; g" SDR26 •11+95.9$ t l f 1
intersection of Johnson MID Rd. and HWY 401 a ttevile 1�
BLOCKING / 45' `� ••.,.^ ; 1/ , t '�. J �'�- Rd, � � this drawing set for additional information,
I t 4 \ v i r 255 _ STN 13+84.42 10' X 70" t -4?p J "> / \ N:460110.8798 requirements, &specifications.
f f BORROW AREA f' � �\ 10' X 70' f - +00 SS-A70 (r-." �+ 4$.0 NCDOT SIGHT 1 �a+$4.5o Lot 14 !!I: �� <v ' _
l FOR ADDITIONAL "" .� ,�NCDOT SIGHT j� 15+11.94 - STIR 14+95.80 RIM 254.74 t A/ / - 7 \ >, E:1952812.1044 All proposed easements, ind. but not limited
60 30 O GO 120 1 I t` 1A r \ EASEMENT BLDG PAD / / P
f EMBANKMENT 6+ 8x8x8 SS-A80 8" INV IN 243.76 RA J .r 48.3 \" _ EL:259.22 to drainage and utility easements are to be
_-err' .._ q '
f r \' \ EASEMENT r - �'..,- o \ 256.80' !J ! \
� f
r MATERIAL yy ♦ s TEE- g IM 255.21 8" INV OUT 243.71 1 I Iu ! ! permanent unless specifically noted otherwise,
f I` Pt �" 3�O0 �. _ t. I \ NAw-88. Horizontal coordinates per NC Grid System. Refer to final plat.
r, 15+28,77 $" INV OUT 244.25"---- :. ... tf,? `l to BLDG PAD I /. I �\
f 8" GATE - 8 S© P O. 10 X 70 c 1
SCALE 1" = 64 i 1 t '• �` \ / \
VALVE 1 R28 UQ 8' GATE I c� ys / ! TM\
iFP9 NCDOT
! l: J i r\e
f f i I,Ot t \ i'l ! 49, it+56.47•_' \F2 q / f \ r
4.4
BLDG PAD / , { 1 �*�.y GATE11+33.97 cic�e 9+97,77
�✓ J f t r 48.4 VAL 8x8x8 . BLDG PAD
,
256.5Q' ... ., r HYDRAN >P
! f 16+02.74 r 15+t t.29. rt r TEE "D! DRY UNE 255.23' 9+52 7T.. It 257.00 I
N f t f:::.:::' r
'r•... t t 'F ~�
1 4 $ .1.::96+44.88 z 8X8X8 TEE /r 1 / 92+74.93
;``•.. = f'`.I` :, x" % 49.1 .. t f " . _ 49.2 j f f `� `` •" ,
� '•'§' � BLDG PAD
J
� ' STN 16+42.7$ j'00 --
f /-8" PLUG W 2' BLOWOFF.:. 48.4 _ /N i' BLDG PAD t BLDG PAD / ~ STN 11+16.48
+ 1 VALVE & ASSEMBLY:::. F - SS Az10 �� / x, / N 256.60' t 't / ,2+06.9.8_ w SS-A60 r
t 1 i ! 7A 1 / n:d RIM 25452 Y w / .N \ )1 256.50' t : •:LOt 8'' O+g i/r / \
t {NS LL AT END OF PHASE , 8" INV OUT 245 72, l ''. ...... 254.52 �` , �. >+
t �/ / ; '.. .. / ; / -: BLDG Pao' 270 2se \
t CONSTRUCTION. REMOVE W ... r ':` ' �ryn / 1 47.9 y 8" INV IN 242.53 � ''•�ti"�� �
! 256.10
(PHASE 2 CONSTRUCTION.) t no MH SS-A210 8" INV IN_242,53 4 Sp
r tt t " y "' r '11+18.93
- /
AND ADJ. PIPE ! • `�c /.. ,:..c'.i.:::,:. �J.:. , " 8" INV OUT
1 f l jr / AI /TOBE I! �` �<_ _ `I (� T
t t,
:Lot. 9 ,
t ! Ot L ::::' BLDG PA
_
} 1 t / � J CONSTRUCTED W � ^�.,.
• °` r r BLDG PAD" � PHASE 2. ; �,;: `^'.4-..
N, ;r t 1 t fJ :t r ' 3.aT o vim.. . _
I ! f i t 256.6Q 17+02,08 iO l / .. • `t" - L 70 ��lF41.s8 �.` ss-A50
J 1 i "r� JI / f`�� ! I l X RIM
254-87 7
70 BLDG PAD / -
' l ti t: '
t 4>r NCDOT i': _ L 256.40' _ INV OUT 241.24 4$.2 \
fp f L ° J l v4 7 9+70.18
1 SIGHT ',.'^-•-"�1_ "..e: I ! / LO.t . lj.
t , I': EASEMENT�Ot .�''•'- i - ... ``.,' �< r 3 / r' ! r� ``,�%' q \ 'fin
/ , r "•�:"-: t ;n BLDG PAD: --_^ �
t
i ;,+ 0 g _ ty" BLDG PAD I :':i-. 7 '^• �� �"'`�.. I %l i:' 0 �
}- ANiTA` ! 1 t f :,. -., f"� , '\ ` , •S G PAD "� , ' RY _-- a 7 <,,., y1` "' `' •. . . 256.75' ` BLD
8+99.8, O. OR f
ASEMENT; -f (! t 64::• : / ".::.: h + / '` f \ " t ..., w
z
765. -s I .J:: a56 N
t" \
RIM 259.06. 87 12 STN 77+46.00 t :• .:.-:... :. N. o/ . k "... } .' 9
.. "• •--.___ SDR ,, : ,n 7 �. �: --�\ � '/ ,,• ;'J'N BLDG PAD r;I 49.0 �x .RIM 254.37\\ ?'w �0' \ ~'ti�\ -
2 / 256•t0 �� 257A0' �� Sp " `.' \r.•.. qp / /�r >
12 INV OUT 239.60-i - 0.22� SS�A234t I r tl x: 1 r y2 :.. .t , ! RIM-
INV
i< Lot \,�� !I, I t' : �8+19.99 � SA INV IN 24Q:80 6+76.74.. ..�k..•: / /r \ 4 to = N
/ 8 INV OUT 240.75
� r w _4 f _ .... j. .. . ... � .. I \\
h j
! ?i Ot -r _- v 12" INV IN 239-24 \\
t l ; - n 4 : cv / f! r•- J`` ..------}-.._ -=�.. " • / t s. J j, \ \ 4 / ., \, .., ,
17+78.50 \. ! 255.74 I 1 / / BLDG PAD 48.6 \ t
r l t BLDG PAD a:ur 8" tNV,IN 241.59
i t .`
a-z 12" INV OUT 239.19 - `- �:- �, 1 tJ \ Ot .� ti•
f t 257.15• t 1+41.01 •^. `""".;.� _. ..- � 1 ::' \ `•J ,�'s \ t, ."`"i �`'�,
1 0' a; ." 49.0 N t E.•!. O- ro \ l 3 of 74. i \ \ BLDG PAD : :
BLDG AD � .•
## r , . . ..,. , t p _:. „ 48.0 � ,.• '.' 'f : :'�'. --"`-• `` s a --., '-:�_ l."'. :': ...::..::'.'.::::•
co
aTN
t .. , __ 256.70' Zi...
1 SS-A240F 9#r STN 0+34.0 1J r� J P.
ri 1 RIM 255.22., ::: 47.6 t ce;.. { A 1 / ! \ O P \ fi+08.74
! 78+00.77 '``',•.. "" J:�,{ BLDG P 0 "' z`J< a'`,
-•--8 INV IN 239.42 . ;::.::_-: ; �2" SS- 840 :t l t ij,/':::r'•:
/ 7+00.30
J t " Sx8z8 SDR26 RIM 254.70, fr 255.30 J y \ 5+78.24
12 IN IN 239.09 TEE 0. r
- t ._ 1 2% 12 INV IN 238.9� ••,.. �, .. -�`-- � .r /,` � ` ♦ HYDRANT /r \ \ � �'u: e„ Q
t 1 12" INV OUT 239.04 78+05.59 - t
! -�_.�_ ,$+26.00----� w - �12" INV OUT 238.91 -.. '-•...r ::�Ot. �. � .'<,.. 255 -•.. � \�\ ? \ BURY uNE 253.66' ,� T .:. \ \ x � Q
T. .._. 8' GATE d �. "_. 47.3 •i:',':'i <: :a--'"'•� .hD.l. _ 6` \ FLANGE 25391:.;.
6e'`�.,, - ' , :i•„�""y::,.::. If 1 T BLDG PAD ! t :J�{�.. _---2`. �'". l`
f � VALVE ." _ _ ___�, .._ \ �0 ,"_•,---• ._._ J,,,.., :? ,',•' 1, .. �,
! 1 t :::: .: .; .:.:.BURY_UNE 255.60 8 GATE � _Y __-_ _ . <..�_ ,, •..� 3+57 51...:E ::' / : .. 255.30' :.: I, / •^., i � �� a O \ \ .., \
i a r 1 t :. \ 256.10' p .'r' \ : BLDG PAD -: ♦ l
tt
FLANGE 255-851 N VALVES f 2f �� f::.: i ! �O 5 / /` ^ ♦ 1
r j / 8 p ; \ 7` ;,,,. :_., " _ \\ Rg 5+63.12 255.25' r \. \, Q(5 f rid
SOR 47.3 BLDG PAD I`;/
{ 7 t 1, ° ?7 36S 1 . - _ ♦ \ x r \ \ l ... A
' S 4+43.5 ' :i 1; 255.00' i i 1 ` O \ TEE`'.",:. \. s•
e
! BLDG PAD ':-18+64.,8 o - ~1` 12 + �,' :l �.: .: '``� x _ i / 1 p J L r`/ t (� o
o' 10 X 70 S iaf <'Sa = E` i0' X 70' \
I t 257.85 arF A}00.21 „ :. .•.:.. / ` ••. aw
J ( -NCDOT �" / r 47.3 BLDG PAD ..: I r _ t 4 N / i NCDOT S{GHT 70+66.7 5+27.74
02 3i '.S-.,... ' / ` r '` f 2'
,_f f 1, m® SIGHT -•.. 29, 0 i. _'� 254.60' / •^.'•• 1 EASEMENT
t / 1 48.2 �.`-., �. `�_
f � �EASEMENT .:• - �� ti,,4 •5+12
R i ;--- � r r f --� \ � 6
1 T1�►$ p" BLDG PAD r. Lot. 5 // o B PLUG W / \\ 0 - tt1
! $ �-- .::.' 111
254.30' .' .. .i BLDG PAD 0 \ .
{ 4 ' n. n Q _ \1" TAP ANO %1 9 '
R,
P :v�1 t 44::..' Lot 5 _-
1. STN 18+97.80 / ,
o .N3 ro 5 Li + 5 $ 0 i 254.50' / r" <c.? o
! 20..... 47.8 " • -2+43.27 ^` . {„' Op f j
5 SS-A31OJ o BLDG PAD ..'.'.i:•.:... R = O: HRUST .
-- _ 2+75.77 •-.. a R '.' 1`~ ",•-.. L ! .n BLDG PAD . : . s _ •�.
:.. .. �W TN GF `r.2 }q ` i L KING \ r \ U
RiM 255,96 ,'t2.
r ` m 257.25 HYDRANT 4 . /-•.... r , ✓\.._.... c r/i
J 1 t..':' 47.5 S $30 -•,^�� : i •E: `:' / G -a. c°` :':. r r � �'^ ,y ♦ •..
�_INV IN-•240.54 -.BURY LINE 253.60 "`-- 5
1 " BLDG PAD tF. / _ 0 6+4$.51 r ! Q \ \ •4+54.74'..::.. •.. it / \ lJ
OUT 240.49 1 l � ... R!M 253.67 �_ r'r � �--�� l :r : �. i , w •�♦
... .::.� .��::>t:�::� FLANGE.253.85 �. " •` •.. � "". ,/ i:'�.:":�•�.�:�" 1 ! :- Q1 ;� /r_ -�"\
! u -'� 12. INV IN 23$.10 \ - - - �8+69.40 ` J / \ cS \ /. / \ \ `"' �I '►
3+26.77 r - ♦ 46.8 r, /r i
-
� 1 «;, _ J: 1 � i ..: / ...,. ::.. 12 INV OUT 3$.05 _."'uCi,, _ -.•.,,, ,. ;; �• PHASE 1 -''` y ,-r �<,• 10' X 70" `� 0 \ r ^ r ''
[ / BLDG PAD r 46.1 Q SO \ r/
_ : '. BLDG PAD (.: .- CONSTRUCTION r - Gj %NCDOT SIGHT STN 5+14.01 ♦ I
25$.40 t 47., - r / \` f� \
t 'EXTENDS FROM rd' / EASEMENT SS-A30 �� ✓ ; y ? \ �\ Cjt \\
l I 3+78.27 50 45.9 - r \
/ "`i _ 3 � `^y \RIM 253.2��`. � �d
t ,6---•v.". � '::: o ` -- '` / LOt. 3 � EXIST. SYSTEM i` ' fr 4` \ \f \
r / aS - BLDG PAD
_ i. T 8" INV IN 239.7 O+
STN 7+35-11 "1 TO MH SS et0 2\. \ \ y/
rn / « / 9 \ .
sfQO ` `-SS-B20 � L__-- -•' .- � T"8' INV OUT 239.67
t !``. / - t r'! \ ;! f �_-.-.- --� t / `. "' •4+52.04 e 26 ` •.,_ x ���
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255.20 i
, ti- \ G
�r ,. ! ``�. .,- L` ::: ? }r � o ! - ----._ __ / _.�---'---. __.. �:.. " ..{_ 4 - 29 `�•w •a. __ f' ,\, • � p •.GATE _ 12 INV 1N 237.31 \
01 t0' EACH Gl o U ! t t .� l : 47.2 f VALVE �.. /'� / / `L \ �C� \ •3
_
" :: :. : .: ,. +. _ --12" INV OUT 237 26-.__ pi i ♦ � /
�.. 1 I .. J .::BLDG PAD h / .::::.. t �.� ••.... `"< .r-------..r- f I/ \ \ 'Q �iSi \ \•\, �
! PACE \� --- _ � � I �"--._ / 255.30 '•.;. nr •5+22.35 ..\_ _ �.f � '` ",-'`s'` 0 ,\ t \ --'" '~h 46.3 �•.
F `, CROSS{NG Q J JI., _
.. I t Ot 4 Oty e �, STM 8+45. 8 ii ll
t
NAGS •j 1 - -_ .., <„e ":. l t,,, .•,..".::'.:'::{ -"'�� SS-61_: r\ ♦'. t., /r
f 4AM 4) ` / 1_.' 1 255 BLgG PAD 46.9 - 7+50 & >= 'RIM 251.9 i ti./ \ \`, sr Q �. r,, M
t Q� ASEI4JE T act J °l i` - OPEN ,/ t-
J / s t 255.30' z:. 5+94.48_ '\� ® 0.22% 12" INV IN 237.Q7 SER ACE LATERAL �. /` Ot .4 \\ � �.
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I
! i '` °Jr• t f / ! / �._--_ l 113.OQ i2 S i226� -,
12' INV OUT 236.96 FOR IRRIGATION OF SPACE p8 \ \'_, ;_ CO 63
l _ LAN AND DETAIL C y o // _-/ �' t / t ,.::. LOt . V t'::.' ` . . \ ��\
1 AGE/ - / < / ;f:::t.. 46.5 n ,,%OPEN SPACE PARCEL d \. '.i.':.''}': nt
J t f r y SHEETS FOR RIP RAP h D A N I N3/ BLDG PAD J + 7.11 \ r' i i \ \\ `s ♦ 254.10' W
-REQUIREMENTS. ASEMENT 6 __
1 7+01.46 - \_ \ i \ \�' \'' p
, _ / ...: : L 51•::`~_ -_ -= - ' a' \o. \ \', ? \ \
STN.20+47.48 , ' -` -- -- r , 46.2 HYDRANT 7 ��7+33.94 2` C�` \ i0 \ . is \ 2+92.24. :.;;,:.< :..: \ Q
#\ -A r, / y �....` �/ BLDG PAD If` r BURY N s BLOWC F VALVE & \, i iP \- --� ✓ \ / '•• ti �{.
SS 320 SEE EROSION , i J i j? I LIE 252.28' _� 7+88.59'- \
o ' 1 254.60' FLANGE 252 5 i ,,ASSEMBLY y
l . RIM 256.70r,; :'.::
`' n ONTROL PLAN AND / "..: J: t i 45.8
r + `\ / / 1 t` �, {INSTALL AT END \ \C c !r �, ?y \ \ i�i �. W:'y8 INV IN 242.0,_ :,t •.. -: .. ..i. 1 45.7 r , i � _,--• - f�, t 4?- �J
r o DETAIL SHEETS FOR , r Jam` < i \ z5's \\ / r/
_ ,..OF PHASE , ..,."
{ m } BLDG PAD :.:r.'8" INV 24204 `� tzRIP RAP ' , L /.' ...'LOt �2 : ;'' a \FV `
�v t l- I ! J t ,......... CONSTRUCTION.A •�\I cx r a ! EE NOTES ON"5H 2i, --_ -•_ ::> .. t ..::r'.: .
REQUIREMENTS. , MAIL \S� / \
d -, ' OPEN � . _ ;: �--. " ..-' d , 1 1 'a \ 254.10'
/ BLDG PAD ..REMOVE W PHASE 2 Y' / ' cu- Q LL
i t PECIFIC TO I M ;, ,. �` f� ! 1 I KIOSK i f, f i 2 \, \ lr
� / a /r •,o': I ./ .. ,F'"� :. t '-.a 1 \F' � .�----'_ 'vT \ : :' ;:. ' .. � `�;
, CONSTRUCTIONI,) yJ r - q O' �F+ O
_ Q , ' SPACE ''ti ``
1 a-
BLDG,PAD 1`;, 1 o r DADA PARKING i f , r \ \ '. \ \ \.
I I 1 ri , + -y - J t • AND RAMP j i %�t /` \ i 2+18.92 /' / \ '� i•
t
\ ��• �r- ""-",-,..,`„' � •.,\ '�. ss�,
45. w
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