SW3210302_Plansheet C.2 - Proposed Conditions_Site Plan_20220510

U � N �
z��N
p op op p p op p op op p p � U
op op p p p �� •� ;R o0 Z
o p o p
p o p — N N N
p � p
p p �p p p p W 2 SS n
pX I
p I J
o p Lp p op p pC C �pkcpo- p p op p
p p I m
p
p o
C
op � p <op op o p p •
pip p 80 p
p
p
BUILDING 2
o
op }
o ��.L
p p p .
12,000 SF p I j� La ,W � � a,
/ �op BASIN 1 2 p o V l a)
142 p
p p
/ op p p , p p I = cum
/ 385 p 1.87 AC p 150 ° S_
86'07'46" E 537. 1 7' <�p p BASIN 3co
8 CHAIN ��`�" — — — — L
FENCE - BLACK op p� p op op p p
p 0.60 AC = w
p °• o
p<-
o p
�
0
--- - - - - - - - - - - - - 20' SIDE BLDG SETBACK -----------(2-5
10 APRON TYP o
U W n U
GATE -
p
�op p p
p BASIN 2
EQUIP. p
p I
Q IP. STORAGE-1 � p o
0 o p � p � 1.13 AC �
/ p � p
I p
1.41 A p
� C L�
C p
p
�op p EQUIP.
-
p STORAGE ACCESS 3
I�p p p P
2.85 AC
p Ln
� �
(1244) � �i I �o op � � p '•'a' p o �
� p
p p
0
/ mo o op p p p BASIN 4 �D
APRON — SEE 0.15 AC 00
4'x4' CONCRETE DETAIL 7/C8
? :•.. LO
/ p APRON (TYP)
- I
p p op SEE DETAIL 7/C8 1
'08"E d •.
v d e
3 77' / // '58 I p p p \ •.. °;•:_ •. :� . . '. .• • • °• .d • d.• •d A. •° A.
d• `d •, ,~ .`
23.65' a d .
p p q. ,, , 4 d d
. • . • • • .•d . . •• .. r♦ . . • • .
d • I
I8 ...'...' d •. •.
' I BUILDING 2 - .. °
• °. .d .d
/ 12, 000 SF I < p d °• •d . d ° 1 A. d • A - I • d • •I! .• , .�+ °
d
I / EQUIP. STORAGE-2 * ° r n
In � \ •4• :•d•.• V /
I ro 1.21 AC
NI. ' 150' Lq \ O
co
I 0I I I \ l9 •d•, •1 BASIN I W
d
ZI j I MAIN BLDG 1 W U
ROLL -UP 8 CHAIN LINK \ \ p
I I I II DOORS (TYP) I FENCE - BOAC \ ° A 0.33 AC i > Z
I 16 �20' I \ \ 0
I \ I \ b •d. d •• I n
II ACCESS DRIVE 1 4'x12' CO CR � \ \<O .4 I Z
\ PAD FOR P OPA \ ,\�' d M I W
I Z\ \ \ I FILLING gTATI \ F` �' • ,
BASIN 5 1 0
•d
\N \ EQUIP. ���0 0.52 AC d.-d....
1 -\'rn \ \ 20'x20' CONCRETE STORAGE/ACCESS-3 O 1f24'� \ o
AA
CHARGING STATION 2.85 AC 1 0 00. ' . d : d , :TURF d r BASIN 7 LL
P :a. .'
\ \ W/BOLLARDS 1 \ d d e ' .d d ' . 0.25 AC
R ' d
\ \ °
\ 9• d •• a f S d. i d. .v
SLIDING GATE R1 B'I \ , .. I
.d ,• d • d d • O
\ \ I � 1 \ • Td• . • id • dI ••d •• v° • • . 1
30' 1 ,. ,.
I © , d °•
0
6< 4 x4 CONCRETE d ' ' ' BASIN 6 d
�p APRON TYP. I
`� .1 O
\ 2N � \r' OG, APRON (TYP) R2I R18 09 4 AC
\ \
NW0� ��. SEE DETAIL 7/C8
Fo U v W _
10' 60' R/� \ \�� d • • I � �
1 Q
LEAN-TO LEAN-TO
\ 1 I \ 1
ROLL -UP DOORS
< I \ \ F� I
75' Q i \ -o W
\ \\ \ \\ aG 18' I I \ 110 \
0
10
w / 1
��
. \ \ oar' ' BLDG 1 (MAIN) ' > R W
`�w\ \ 13,000 SF 'J o o \ \\ \Ln
10 m w \ --- -
HYDROBLA TER TANKS _ — — EOP
.6 z \\ —W W W W W W W W W W W I 1 OR
� \\ EOP W W d
I
\ \� \\�so�� 0 Lo I ---- EAST MAIDEN RD (SR1855) -- --- P/L- - - - - - - - - - -
---- �__
p o _ 25 :TURF : I J CARp�
\ \ p BOLLARDS SEE 1
\� \ ARCHITECTURAL DETAIL 24' 11J�o� °FEssi°ti< v
65' SEAL
LAN -TO I 029232 �z 1
�O
SURFACE LEGEND ���i/�4 SHP ���,O�JI
� \ / =
O I 1 FLEXIBLE DELINEATOR POSTS
\ I 0 40 80 /
Feet
1, r\ (2) 20 SLIDING GATES I HEAVY-DUTY ASPHALT
40 I „ — PROJECT NO.
I
\ \\cp \ \\ 59 I R2' 1 CONCRETE SURFACES 19 — 340
\� \ METAL FENCE W/ DATE.
\ \ \ SPIKE PICKETS 1
70 R JAN. 29, 2021
\
\� 1-----------I OREMGRAVEL SURFACE DRAWNBY:
27 181' 10' 36 I 1 (378.29) S 2 W
WI N F R E D M . HICKS \ \\ �o� 12' I / CHECKED BY: s
1.83 AC \� �o-o \\ \ 24' I 12 12
---- I /
ZONING: R-40 \ 1 i i --� /
REVISIONS;
NO. DATE: BY
\ I I / <,\ � — — — — — - R/W - 20' BLDG SIDE SETBACK ------ I
\ \ \ (602) R50'
f� \ \86-10'54"W 80.52' — EOP — — — — A — — I R50' 30' CURB —SEE DETAIL 12 C8
—W W W W W W W W W W W- / — /
\\ EOP EXIST. FIRE HYD. I — OHE — — — OHE — - OHE _
W W W-l-W W W- W W W W OHE _
\ W W
W WSW W
----- EAST MAIDEN RD (SR1855) --- _ 1710'4 EOP ").7 LAYOUT
--- P/L ---N 84'10'41»W------------------_ 180.92' �/ PLAN
— — N 83'10'01"W----------__85.43'_ —� EOP
EOP N 81'31'S8"W —
SHEET NO.
C 20F 14
Ln
N
O
N
N
0
N
Ln