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SCALE: 1"=20'
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FH FIRE HYDRANT G
WV WATER VALVE
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A
WM WATER METER
i� / / / \ \ \ \I \ I / FFE FINISHED FLOOR ELEVATION j
70
�j' \ 39 I UFE UPPER FINISHED FLOOR ELEVATION z
' / ' / // / / 9' \ I I \ I BSL BUILDING SETBACK LINE Uz-
rn 1ER \ ' /<' ' ' ° \ \ \ \ PSL PARKING SETBACK LINE
W P T I ■ / 7 �� / / /ai / / - - - - - / \ I I III III- PP POWER POLE � z
4 STREE MENT \� i �� '�JJ / / 4\l / / 9" \ \ \ i I SCC STORMWATERCONVEYANCECHANNEL o
y WAY EA5E / j / / �r / II \ wP wALLPAcx '' 0
g� SROA ACCE5 326 \ > ' ' ew, Retaining Wall E// / I� / / / g �905 -905 \ \ \ I j / �- --- ULD--- ULTIMATE LIMITS OF DISTURBANCE rn1 a W 0
pUfWCB 675 _ -p`tc / 1 / �i �w/Handrail \I / g°°- °5 \ _ I I / / I \ TP---- TREE PROTECTION FENCING Oj c\t
-
56 D Max Height=22' '/ wm
- \ -� MH-3 I --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT
F:T\ / I FH FIRE HYDRANT W
/ / J I WM WATER METER W co
co
N
GV GATE VALVE C a 1 d
376
144
x W W
®PRESERVED SLOPES PER GIS � � * W
/
G1 - / / / / / / / / / / I I \ MANAGED SLOPES PER GIS H W x
-14
+ + EXISTING TREES TO BE REMOVED o v
VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT Q W
BW9J
GRADING PLAN NOTES:
1. REFER TO SHEET C-400 FOR EASEMENT PLAT.
2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW
TO STORM INLETS.
ew Retaining Wa I D 15 I
I I >I II 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE
\ \ 1 I w/Guardrail 9s i I SCREENED FROM PUBLIC VIEW.
ax-Height=5' \ I I I I 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES
wl I �I I \ U L \ 9°° I I Il LESS THAN 2%.
3g4 2-STORY _ I I l I 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED
A I I � I 1 1 3,000 SF/FL
W 1 W \ I TW90.d I \ 1 a 6,000 SF - J I i I FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25'
I 1 I B�/88. I \ T 92.0 I TW02.0 - - - - - I ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY
0 1 1 1 I I I � I 9.5 I I I 1 B 88.0 I W§9:5 I // FFE=394.0 EX �_ -- II I
I I APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA.
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I I I I I I I I I �`' /
�\ I\ 1� I 1\ I I I 4 I BW95.0 I1
ftl D I I I I IO /. °°
\ I Existing Industrial Building
n \ I 1 1 I I I I I I I I I \\ \ I P9 4 \ k s Existing
II Z\ \\ I 11 I II 1 1 II I I I 5�00� I II I I II o Asphalt I II I�
I 1 I I �-393.54 I I I 1 1 \ WMI AV04.5 _ Parking
BVW00.5
1 I 1 I I I I I I I \ \ P93.1 P93.3 \ /
I-----�--�
I 1 I Two.5 I I I I 1 I \\ \ oQoQ \\
\ I 1 \ I I I I Bws1.o I II I I I I \ �,°'\�\ P91.8 P92. \ I
II II
I \ m \ \ 1 h 1 I I \ \ \ 1°WMI \ \\\ \\ \ ,4p I w/Handralil Retaining Wall F I 1
II I I
I~ \ \ \ I \ I P�9.8 \ \ \ \ \ \ 4 Max Height=8.5' II I
\\FH 1 \ TC 0.4 ARV
\ I 1 \ \ \ 1 I P 9�6 ♦
r > TWo1.8
1 WM TC95.8 BW95.8 TIC
I I I P8 .16 EX CONC \
WALL--------------
L\--------------- \
TW=403.1
I I I\ I 1 1 I I I �w8 c 4 .2 I \\ \
I \
4 )\94.0\ / 1
2-STORK _) \ / - - EX 22 1 I \ \
7.4 \ \ \ \ 11,232 SF/FL
�
I I I I I \ \ \ \ \ \ \ GFE=388.00
I I W8 \ \ \ \ \ \ \ \ \ FFE=398.00 \ \ \ T000.0
TW00.6 BW97.5
I 1 I P 71 \ \ \ BW94.6Ld
\
I 1 I I II ew Retaining Wau cl I 14 \\ \ \\ \\ \ \ \\ \\�/ ----'/ \\ \ " \\ ExistingInd
I I I I I 187.2 \ \ \ \ _ �O
I w/Handrail I \ \ \ \ \ \ \ \ \ "Q �00-
I I Max Height-15' \ \ \ \\ \\/\ /J >�. \ building
I \ 1 \ I 1 0.0 \ \ \ \\ \\----/ 394
A\ V A \ TW98.5 0 \\ o 0 0
°I T P85.1386 \ \ ^ tj RW94.5 w `: `: `v
\ 1 I I TW$$4.5 P85.3 / \ \ \ \ \ \- - - - - - - - A \ E"
I IBW79.0P�Zt�Qff0-
I I I I TW8 .0
I
I b 11 \ \\ \ \\ \\ \ / P93.4 P93.7 BW 11 \\
-IDPEI TIC 84. \ �\ \ \ \\ \\\ 190 \ �/ \ - \--- \\
1 I I I I 13 \ \ "�. \ \ TW94.0 ----- --- - - - \ \ z
o
TW97.0\ \\ a
I I I tl \ 1 \ / \\- 3g0 BW90.0 \ �� __-- F F F
1 I I I I I \ \ 15 p 85. \ ® - - - O // ----- z z z
TW94 `
1 1 - -r �° " \ W W W
I I I ° .• ♦ - i' " e a l + T.` BW9'2.0
I I I \ \ \ ''\' a .l . �\. °_ • ° •.,. ": ` d./.`4y-i- •.' / .,' •..j'.. .tJ9lf- . ! � • ." °. d '" '� ° \\/ (\ _ / � ra
\ \ o \ \ \ \ \ \ \ \ 7V -�- - - $\'l - / \ ew Retaining Wa1 G � � �
1 I o I I I \ \ \ \ \ 1 \ \ \ \ �390- - / ^ - - - / I 'w/Handrail & 1.5' Gutter \ \ \ o 0 0
/III II o I 1 BW90�L 3 \MaxHeic�ht=T- - ! _ z �"
I I W I I I \\ \ mo1-STORY\ \\ \ \\ \ \\\ -� 3JSTDRY �__a „ OO\ \\ T 91.55 TW92��- - \
\-`-
1 6,110 SF \ \ \ \ TG80.8 \ / T3,975 SF L a / \ -
o I \ \ G1=374.00 \ \ \ \ �/ BW90'l�� - / B 7.\��`---
/�- / \ -/ TW8 .7 86
o \ z I \ \ FFE=385.00 \ \ \ \ / 41 925 S� T�1090. \ -
TC80.5\ \_�-1 -_--// / F394.00 / / 3.0 \ \ 39 TW90.5 BW88.7�� W-86J- \ - _ O
/GFE=381.00 / - - - - -
\ / - - f / New Retaining Wall N \ \ \ W87. y°' - - -W85.-
\l_-- -
,w/Guardrail-
I MaxHelght=7.5' _ \ _ '--
I \ \ \ \ \ _ \ TC 9.8 -� E-
New Retaining Wall M 8p \ , W- y - ----- -- �-
1 Max Height=2.5' \ \ 8 ORY \ TC 8 2ss _ a_ a Q jai < d
TC� .5 - / / / / 3� \ \ \ 1 0 SF�(FL \ ' TC85.5 _ - - - _ a a / / Z p•+
33B \ ---- / �/ �� 17 D� 312\ \ )0 SF)", \ --_-- 21 �/ W
I I I z \ \ \ \ \ \ \ \ l 5 \ \ s \
\ ..
0 �/6T2 - - - \ \ \ � \ \ \ New CG-6 Channel /
I \ \ \ \ \ 76. \ \ \M / //-O O \\ \\ y .. A/. Lam
Q Q
TC8.40 / �5 T 77� \ - \ 2-STORY \ \ 380
7\1' \ \ \ 2.125 SF/FL \ \ �O TC79.8 - -
\ Z
-37
/ \ \ \ \ \ \ \ \ g a. • _ " : • / • a/. " U rHDPE ��lya to \ .. \. - 8�0� \ \ \ \ 10 2-STORY E-
3 ���iii \ 'y
\ \ \ \ \ \ \ \ - \ 0 TC7 .
i \ \ \ - . \ \ \ 2,640 SF/FL 9 2 * E a
/1 \ d.
Weir Walls \ \ \ g' \'� \ 5280 SF W W
\ \ \ \ New etainin Wa \ / /= \� \ a - (' ) TC79.2 F F-
\ \ \ \ \ \ 9 \ \ \ / / (Refer to 8/C-306) / •-.,,_ \ ` - _ _ .
\ 'w/Handrail t / / / � ` FFE=377.20 c� F-
\ \ \ ax Height=11' \ T� - \ \ \ / /' / P4�.0 / °��-� - \ \ \ " \ " ? ' - - - _ _ - UFE=387.20 TW80.5 o w
BW68.0 \ RrSTORY \ \ / / / P44.0 / / / / 1 3 1 18 - - \ _ _ .0
/ �/ �d . ' B W78
IM
4.51"SFIFL / / / � \ �, \
\ p \ \ o \ \ \ \ \ 2 9 6 SF / 2-STOJ \ \ , .. >
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FrE=�48: \ ` - - - J / 5A y.. / // / / 4 OT0 SF/FL \ \ \ \ " P7 3 � � _ - \ \ s
. /. SHEET N0.
UFE=36-"0 / / / (8,140 SF) \ " iS~ �� r - - _ 1"WM \
\ - FFE=351.0 _ 4 D E P7.8 C- 2 02
REFER TO SHEET C- 203 SHEET 6 of 25