HomeMy WebLinkAboutSDP201700076 Letter of Revision #3LETTER OF REVISION #3
9/26/2019
-THE SANITARY SEWER SERVICE LOCATION HAS
BEEN REVISED TO STUB OUT ON THE WESTERN
SIDE OF THE 1 STORY BUILDING.
-AN ADDITIONAL SANITARY SEWER SERVICE
CONNECTION HAS BEEN PROVIDED FOR THE
2-STORY BRICK BUILDING.
-THE PROPOSED PRIVATE FIRELINE HAS BEEN
-- RELOCATED FROM THE DRIVE AISLE BETWEEN THE
EXISTING RETAINING WALL AND 1-STORY BUILDING.
1 () / THIS LINE SHALL BE INSTALLED BENEATH THE
RESTAURANT SPACE TO AVOID IMPACTING THE
1
W / / �\ INTEGRITY OF THE EXISTING WALL.LU /
1r 2
U) /
1W
/ / WATERTIGHT MANHOLE
1 U) COVERS TO BE INSTALLED
NOTE:
1. PARKING SIGNAGE SHALL DIRECT OVERFLOW VEHICLES FROM
EAST MARKET STREET LOT TO LARGER PARKING LOT
ACCESSED FROM BROAD STREET. SIGNS SHALL REMAIN
VISIBLE FROM THE VEHICULAR CIRCULATION AREAS AS
SHOWN PER PLAN.
2. REFER TO NOTE #1 UNDER "GENERAL NOTES" ON SHEET C1.0
FOR UTILITY AS BUILT REQUIREMENTS.
2.1. CONTRACTOR SHALL PROVIDE INVERT ELEVATIONS FOR
EACH PIPE JOINT TO ENSURE ADEQUATE SLOPE IS
UPHELD DURING INSTALLATION FOR ALL ACSA
MAINTAINED SANITARY SEWER LINES.
3. THE PROPOSED 6" DIP FIRELINE TO PENETRATE THE EXISTING
BUILDING WALLSTOUNDATION AND BE INSTALLED BENEATH
THE FUTURE RESTAURANT BUILDING. CONTRACTOR SHALL
COORDINATE WITH THE ARCHITECT OR BUILDING
STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS
NOT COMPROMISED. CONTRACTOR SHALL MAINTAIN A
MINIMUM OF 3FT COVER OVER ALL BURIED WATERLINES. ALL
PIPES THAT ARE ARE EXPOSED SHALL BE INSULATED TO
PREVENT FREEZING OR DAMAGE TO THE LINE ACCORDINGLY.
CONTRACTOR SHALL REFER TO MECHANICAL/PLUMBING
SPECIFICATIONS FOR ALL PIPE INSULATION, HEAT TRACE OR
HANGER REQUIREMENTS.
FOR STRUCTURES 2, 3, 4 \
&5 LOCATED WITHIN 00-YEAR FLOODPLAIN.
1z \
1 W s9z
U.
Z 1 ♦ , \ PARKING SIGN / / NO PARKING W
♦ �`` / (SEE NOTE #1 ON SIGN
1 W \\v/// / �\ SHEET C4.3)
LL
1 W GT P
GN
4'X8' GENERATOR PAD / ` \ 20' ACSA SANITARY
/ \ \ SEWER EASEMENT \
�e
1 AVY DUTY nI 8'X8' TRANSFORMER PAD / \ \ EXIST. EDGE OF
RETAINING WALL
' CONCRETE \ \ PAVEMENT
1 u ouTv � 5_( EE IANDSCAPE PLANS)
(23) 8" RISERS
/ \ \
■nvY
CRET� - , • • y- \ \ \ \ s92
WITH HANDRAILS \ \
■I E VALVE
REDUCER
LF HIP INS \ , , .• 1 STEEL STAIR WITH \ \
SHIP WALL.ALLTA . i.� C HANDRAIL \ \ \ \ \
B �AkETWRAIL NG� � � T T (SEE LANDSCAPE PLANS)
NSITI�1 SANITARY CLEANOUT TO BE \ \
f PVC WATERLINE LOCATED UNDER STAIRS ` FNO IRE PARKING
—J 9
(SEE ARCH/MEP PLANS) \ SIGN \
■ EXISTING RETAINING a \ \ \
k VAULT
L) y �_
ILrff
(45) 7" RISERS
WITH
1 HANDRAILS
1 .
3" DOMESTIC WATER
CONNECTION
1 HARDSCAPE
(SEE LANDSCAPE
PLANS)
1 / BUILDING
y MOUNTED
FDC
1 D
1 . �1ol
4" PVC
LEGEND:
LANDSCAPE FEATURE
(SEE LANDSCAPE PLAN)
PROPOSE HARDSCAPE
(SEE LANDSCAPE PLAN)
CONCRETE SIDEWALK
HEAVY DUTY CONCRETE
El
HEAVY DUTY ASPHALT
ElLIGHT
DUTY ASPHALT
ASPHALT TO BE MILLED &
OVERLAID
SEE NOTE # 2 FOR 1
AS -BUILT
REQUIREMENTS I
I
\ 1
1
NO PARKING '
SIGN 1
EXIST. EDGE OF I
PAVEMENT I
\ \ 3
1
\ 1
\ I
\ \ PARKING SIGN 1
(SEE NOTE #1 ON 1
ye / SHEET G4.3)
/ \ \
TRESTLE \ \
SUPPORT
\ \ 1
\ I
\ \ \
4�� PAVEMENT \ STRIPING \
END OF ACSA `
OWNERSHIP \ \ \
9• `
P.)
1 R95' BEND BEN ` \
R35' y' 6" GATE
U PEDESTRIAN RAILING
VALVE Fp PARKING SIGN \
(3) REMOVABLE O (SEE LANDSCAPE PLANS) ` �� ` (SEE NOTE #1 ON
SHEET C4.3) \
BOLLARDS
22.5 PRIVATE
BEND FHA
y VDOT STD GR-11 VDOT STD GR-11 \
GUARDRAIL (TYP.) GUARDRAIL (TYR) \
A, (SEE SHEET C1.3)
lb � (SEE SHEET C1.3)
4LVE
D / m
' 16' n
0
PAVERS (SEE
LANDSCAPE PLA )
ra SCALE 1"=20'
/ CONC.
STOP (TYP.) / 0 20' 40'
OFFICE
(EX. BLDG)
BOULDER (TYP.)
SEE LANDSCAPE PLAN
0
PIV -
22 5" 6"X6" TEE
BEND
DECK
(SEE LANDSCAPE
PLANS)
- -6"FIRELINE
WALL TO REMAIN ,1' j
(4)4"SCH 40 .lam 1)
PVC CONDUITS
•NI
PEDESTRIAN RAILING
(SEE LANDSCAPE PLANS)
CAFE / RETAIL SPACE
(ACCESSORY BUILDING)
12
RESTAURANT
(EX.BLDG)
W DIP
SEE NOTE #3
ADA RAMP
W/ HANDRAIL
(4) 6"
RISERS
10A \ \ \ \\
AC, >-GREASE TRAP \
A A
(3) REMOVABLE
BOLLARDS
(4) RISERB.
WITH
/
ADA PARKING
SIGNS
\ 16" STEEL CASING TO SPAN CSX
\
PROPERTY CROSSING. SEE ACSA
STANDARD TD-37 SHEET C1.3 FOR
ADDITIONAL INFORMATION -
C
�
�8.
O `
g'J
8'Y
Fp \ \
g.
SEE NOTE #3
S,q \ �\
1g• \
—Rd•
9' \
/ 24' PRECAST
/ CONC. WHEEL
STOP (TYP.)
14
gig/ i
CLINT W.
S�ILFFLET
Lic. NA. 5430*
q/26/IG ,
00
b
j ww
0o, �w
H
o �
Q N N
O n
V DATE
1214117
O
DRAWN BY
A. ALLISON
DESIGNED BY
•
C. SHIFFLETT
•
CHECKED BY
C. KOTARSKI
• •
SCALE
1"=20'
JL
z
D
z
O
W
I�I�■
O
1,
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108 NO.
37032
SHEET NO.
C4.3
.9
LETTER OF REVISION #3
\ 9/26/2019
-THE PROPOSED STORMLINE HAS BEEN
\ RELOCATED FROM THE DRIVE AISLE BETWEEN THE
EXISTING RETAINING WALL AND 1-STORY BUILDING.
THIS LINE SHALL BE INSTALLED BENEATH THE
RESTAURANT SPACE TO AVOID IMPACTING THE
INTEGRITY OF THE EXISTING WALL.
O
u'j I
U
W `\
W
\
W / `\
' z
�w
U, / v \
f Z
W
' LL \\
LL
W / \
' W
'6'H9PE?O ONNECT
' DOWL4 POUT TO / \
>. tSTRUC U 96
349.73
1 � I _ ^ • • � � 120 119 \ \
r123 121
126 _
124
38 176
72
36
175
173
174
1
m _
TIE TO 10'
ROOF LEADER
rg
' D1 ° o
(] D9 07ox
°
` - -- NOTES:
1. THE PROPOSED 12" STORM PIPE SHALL PENETRATE THE
° \ EXISTING BUILDING WALLS/FOUNDATION. CONTRACTOR
y SHALL COORDINATE WITH THE ARCHITECT OR BUILDING
° \ STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS
° NOT COMPROMISED. WHERE POSSIBLE, ALL STORM PIPES
_ SHALL MAINTAIN A MINIMUM OF 3 FT COVER. ALL STORM
- + PIPES THAT ARE NOT BURIED SHOULD MOUNTED TO
WALLS OR BUILDING COLUMNS ACCORDINGLY. MAINTAIN
s \ 1 % MINIMUM POSITIVE SLOPE IN ALL PIPES. CONTRACTOR
SHALL REFER TO MECHANICAL/PLUMBING SPECIFICATIONS
° 1 FOR ALL MOUNTING OR HANGER REQUIREMENTS.
SCALE 1"=20'
\ \
\ \ 0 20'
\ 1
1
TIE TO 2" \ 1
DOWN SPOUT \ 0 92
(TYP) \ \ \ \
100 YR FEMA s
\ FLOOD PLAIN \ K
PROPOSED 100-YR FEMA
\ OODPLAIN FLOODWAY' \
" A IN, V A
108 � \
i
o .. �Sq
\ \ 1
s s \ \
U5
� % FLOODWAY
104 % ` ` EXISTING
ROCK WALL
M \
+ .. 103 � \
EXISTING
/ ROCK WALL /
102 /
101 , �E
D3 129 EW-1 nv
/ r pV%' zz
CLASS 1 RIPRAP PIPE+o+ 301 zs \
c+Assu iP \
(SEE DETAIL SHEET C5.1) Eriare pm
ME'S EEK
130 / s�%i—Izl-
F,r
/ H+ I 15
SWALE /
RIP RAP OUTFALL DETAIL \
No Scale
EXIST. FEMA
100 YR FLOODPLAIN
SEE NOTE #1 _
i
TIE —%
ROOFF LEE ADER\
D1
111
V SEE NOTE #1
FEMA
_ 11
i M1y 109
\S
11
117
40'
CLINT W.
S .T 5
Lir. N . 54311e
aE
a
a 00
0 ww
0 ww
� rn rn
w
F N N
z
m
O
� DATE
1214117
0
DRAWN BY
A. ALLISON
••
•
am
O
c�
H
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
sCALE
1"=20'
z
W
O
W
W
0
LLJ
J
W
_I
O
Is,
LJ
li
JOB NO.
37032
SHEET NO.
C5.2
e
5
0
0 50
PROFILE SCALE
118: 15" NYLOPLAST BASIN
SOLID TOP
STA 10+81.53
TOP 340.00
120: 12" NYLOPLAST BASIN
INV IN 335.69 (119)
CIRCULAR GRATE
INV IN 335.69 (117)
STA 10-71.08
INV OUT 335.59 (115B)
TOP 340.10
INV IN 336.04 (121)
INV OUT 335.94 (119)
114: IS' NYLOPLAST
BASIN
122: 12" NYLOPLAST BASIN
CIRCUAR GRATE
CIRCULAR GRATE
STA 11+27.71
TOP 325.75
STA 10+41.81
INV IN 322.06 (RD11)
TOP 340.65
INV IN 317.04 (115)
INV IN 336.36 (123)
INV OUT 316.94 (113)
INV OUT 336.26 (121)
124: 12" NYLOPLAST BASIN
z
3
CIRCULAR GRATE
as
a
STA 10+12.54
m
TOP 341.10
INV IN 336.68 (125)
g
m
g r
INV OUT 336.58 (123)
(D
gin
126: 12" NYLOPLAST BASIN
z ¢
$ rj
6-,-
CIRCULAR GRATE
'1
rn
n umi
+
? g+�
nr
STA
TOP 341.65
tD
TO'w-O
m z z 0
INV OUT 336.77 (125)
;' L)
� _ z
o�¢o---
y � 2 ? Z
z
m
y
gw o�v�
n r r W
RD12: 4 " Cleanout z K � ^ ev g^ "'
STA 10+00.00 Er,j M z z
TOP 326.60 Ow, F a0» O
INV OUT 324.00(RD11) �UNrzzZ
GRADE
GRADE
T MUF
D
UNITARY
SEWER
(11A-7)
19.40' OF
4" HDPE
@ 10.00 %
9+50 10+00 11+00
RD 12 - STR 114
HORIZ SCALE: 1'=50'
VERT SCALE: 1 "=5
LETTER OF REVISION #3
9/26/2019
Ex1sr.
r�hl
-STORMWATER PROFILES HAVE BEEN REVISED TO
GRADE
REFLECT THE RELOCATION OF THE STORM LINE
_
350
BETWEEN THE EXISTING RETAINING WALL AND
g 0
0
1-STORY BUILDING.
o- O
g
Z
a m c n
D
7
0
345
Z
115B
n
I
3.83' OF
N ^ Q
12" HOPE
106A: Nyloplast - Circular Grate g C7 o o K
\
@ 7,00 %
STA 10+02.29 a a:
O
40_
\.
_
CONC. WALL
340
TOP 312.36 g o o c
INV IN 308.39 (107B) z O ' m ac m 's
\
U
INV IN 389.43 (RD7) a 0: o � z z r
TW 339.30
BW 326.50
EXIST.
INV OUT 308.29 (107A) U � m z ? O
\
BUILDIN
o O > > >
tr rnr3zz
35
\
__.
_
(2) 90- VERT
335
325
125
\
12.54' OF 121
\
BENDS
12' HDPE 29.2T OF
PROP.
@ 0.75% 12' HDPE
1" PVC
GRADE
@ 0.75%
WATERLINE
330
30 __ - _
320
_
123 119
- -
29.2T OF 10.45' OF
12" HDPE 12" HDPE
@ 0.75% @ 2.38%
-
EXIST.
GRADE
25
__
325
315
115A
SANITARY
EXIST. PROP.
BUILDING
14.20' OF
SEWER
-- GRADE
12" HDPE
i
(7-6)
SANITARY
SEWER
20
_
(7 6)
320
310 _
PIPE 107 TO PENETRATE
115
41.81' OF
1.5 MI
PIPE 107E TO PENETRATE
12' HDPE
FOUNDATION
AND TIE TO EXIST. WALL AND TIE TO
@ 8.00 %
PIPE 107B. SEE
NOTE #1 STRUCTURE 106A. SEE 6' DIP
SANITARY
ON SHEET C5.2
NOTE #1 ON SHEET C5.2 (CLASS
15 SEWER
111
315
(12-10)
113
66.04'OF 109
107
5.91'OF27.59'OF
107A
r12
12"
HDPE 26.26
OF
12" HDPE
28.78'OF
12'HDPE
@ 0.50% y 12" HDPE
@1.00%
12' HDPE
10 @ 0.50%
@0.50%
@ 1.00%
9+50 10+00 11+00 12+00 13+00 13+50
STR126- STR 108
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
9+50 10+00 11+00
PIPE 107B - RD 6
HORIZ SCALE: 1"=60'
VERT SCALE: 1"=5
z
w
m
r
5
^^
Mo
O>
c m
RD14: 4"Geanout
z
r M r
O
STA 10+00,00
�Or
¢ a ? ?
TOP 326.10
�mmr--'
Ozzz
INV OUT 324.00(RD13)
i
EXIST.
GRADE
330
330
PROP.
GRADE
325_
325
RD13
27.03' OF
4"HDPE
2' MIN
@ 10.05%
320
_
320
SANITARY
SEWER
(10.9)
315___.
315
310
310
9+50 10+00 11+00
RD 14 - STR 110
HORIZ SCALE: 1 "=W
VERT SCALE: 1"=5
K
r tGM mNapO�t7
m� rv+�o'va'r
Z p Ei z Z O
O» wf0»>
rzz�yrzzz
PROP.
GRADE
ONTRACTOR TO VERIFY EXIST. EXIST.
15" RCP SLOPE AND LOCATION GRADE
PRIOR TO INSTALLATION OF
MANHOLE 206 TO ENSURED
DESIGN ACCURACY.
43.06' OF
15" HDPE
@ 1.11%
m
m
U ��m
RD8: 6" A nwt
m� �a u
STA 10+01.69 0 m
TOP 312.50 �i r
INV OUT 310.05 (RD7) z o z z O
9+50 10+00 11+00
STR 206 - STR 198
HORIZ SCALE: 1 "=50'
VERT SCALE: i"=5
315
315
310
310
RD7 1' MIN
7.15' OF
8' HDPE 6" DIP
8.67% (CLASS 52)
301 305
300 300
9+50 10-00 10+50
RD 8 - STR 106A
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
RD6: 24" NYLOPLAST BASIN
CIRCULAR GRATE
STA 10+28.91
TOP 311.80
INV IN 308.00 (RD9)
INV IN 308.00 (107A)
INV OUT 307.14 (RD5)
RD10: 6 " Cleanout
STA 10+00,00
TOP 313.80
INV OUT 308.58 (RD9)
104: MH-1
STA 19+89.90
TOP 312.82
INV IN 306.76 (RD5)
INV OUT 306.66 (103)
[102: MH-1
STA 19+89.90
TOP 311.79
INV IN 305.79 (129)
INV IN 305.79 (103)
INV OUT 305.69 (101)
PROP.
GRADE
EXIST.
315
\
GRADE
315
310
1'MI
_310
6' DIP
(CLASS 52)
305
306
RD9
103
28.91' OF
48.66' OF
10" HDPE
18" HDPE
@2.01%
@1.79%
300
RD5
BACKFLOW
19.14' OF
PREVENTION
18" HDPE
(WaStop VAL%
@ 2.00%
EQUIVALENT;
295
295
JALVE
zOR
9+50 10+00 11+00 11+50
RD 10 - STR 102
HORIZ SCALE: 1'=50'
VERT SCALE: 1 "=5
l7N
Q
•-•�
2
NOS
mm�
N O
H
Et g Q?
`N
204: MH-1
o
m
Ct'I
Om
ro�
STA 10+00.00
=+��r
i
i
+¢
^_z_z
At-
TOP
�mz
ooMz
8
zzO
o-m
OO
INV IN 372.11(EX 12")
OUT 362.98(203)
z
N��zi
a-O
�yINV
0
¢�-¢Rz zy�zz
¢az»z
375
i
375
\
\
370
370
\Y
EXIST.
GRADE
365
365
SANITARY
SEWER
(14-13)
360
360
203
PROP.
24.64, OF
'GRADE
12' HOPE 1.5''M1N
@ 20.02%
355 _ _
355
201
67.39' OF
12" HDPE
350 @ 5.76%
350
69.99' OF
12"HDPE
@ 2.66%
345
345
197
65.2T OF 1.5i MIN
15" HDPE
@ 3.38% 6" DIP
(CLASS 52)
340 340
9+50 10+00 11+00 12+00 12+50
STR 204 - STR 194
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
CUNT W.
SJUFFLET
Lit. N . 54380
a o
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O W W
H
w
Q N SOY
n rn
O
N DATE
1214117
0
DRAWN BY
A. ALLISON
• DESIGNED BY
• C. SHIFFLETT
• CHECKED BY
• C. KOTARSKI
SCALE
AS SHOWN
•
•
•
a -
a (J) -_
J
z o LLJ o3
0
LL
W > 0
�N
W Z LJ 7 v
p O
W U);
Q
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m ��
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Q P2
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Zc
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E-
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JOB NO.
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aqt
W S
37032 m�
SHEET NO. n 5
C7.2 F E
5
JpLTN
C� CLINT W.
u S F LET_ r•
6' GATE VALVE 0
CHECK VALVE WITH ASSOC. BYPASS
°�Lie. N 54380 4
90° BEND STA 20+91.97 PROFILE SCALE
STA 17+70.07 STA 17+78.26 45° BEND
8' GATE VALVE 8" GATE VALVE 8'X6' REDUCER 6'X6' TEE TO BLDG 6"X6' TEE STA 20+g5.10
S ?
STA 13+43.37 STA 17+54.40 STA 17+86.61 STA 18+g4,11 STA 20+88.84
APPROX. LOCATION AND DEPTH OF 45° BEND
N444NiboA
8"XB" TS&V 8"XB' TEE TO FHA 900 BEND TEE TO FH 6" GATE VALVE
EXIST. SANITARY PIPE. VERIFY PRIOR 8'X8' TEE 90° BEND 90° BEND 45° BEND STA 21+p8.27
S
11.5' BEND STA 16+05.68 6' GATE VALVE STA 2BEND STA 23+09.34
STA 10+00.00 STA 17+49.46
TO INSTALLATION OF WATERLINE. STA 13+3g.62 STA 14+2626 STA 15+72.58 STA 18+06.84 22.5' BEND
STA 13+60.80 STA 18+97.88
8"X3' TEE TO 1.5' W.M. CONNECT TO PROP. HYDRANT
8'X8' TEE TO FHA 90' BEND 45° BEND STA 20+20.68
H $
STA 13+00.00 STA 15+31.09 STA 17+44.46 STA 18+26.54 TEE TO FHA STA 23+10.84
N N
380 STA 1 380
a `o
> E
v E
a�o3
375
375
a "' m
Z
zW a
1.5' PROP.
� =' e
V
MIN. GRADE
'^ LL
w
370 -- -
370
a s c ry
Z
H Q
N
oN
w
n^
w w
o<
V
N
O1
365 _ _. -_ _._
365
a �"
go
8' DIP \
Tu
�u
c
(CLASS 52) EXIST.
LL
tr
LL
SANITARY
00
360 SEWER
- --
_
_
360
0
w
k
w
k
PIPE(191) EXIST.
o
\
i GRADE
w
wa
w
355
355
a
I'MIN
3.6 \
O
fD
DATE
_ _
COVER \
12/4/17
350 MIN. �-- - _ - -
350
O
DRAWN BY
A. ALLISON
1
DESIGNED BY
1
•
345 _ _ _
345
G SHIFFLETT
.•
CHECKED BY
C. KOTARSKI
\
340
340
: •
SCALE
AS SHOWN
\
PORTION OF PUBLIC WATERLINE SHALL
HAVE A MINIMUM OF 3.5' OF COVER
STORMJDIP
PIPE(181)
335
335
330
330XIST.
EXIST. BUILDING
D325
U)
w
BUILDING
PROP.
GRADE
F_
LL
\
\
325
O
`
6" DIP FIRELINE TO BE
O
W
LOCATED BENEATH EXIST.
a
PROP.
BUILDING. REFER TO NOTE
GRADE
320 1' MIN.
#3 ON SHEET C4.3 FOR
FURTHER DETAILS. (
- 320
LL
Z
_
_
O
J
EXIST.
GRADE
t
I
3.5
Lu
STORM PIPE \
_
3
COVER
MIN.
OVER
CMIN.
>Q
315 (1533) _
...-_
315
F
�!
_
?
6'DIP
Lu
STORM
PIPE (FDS
I
I
(CLASS 52)
O
0 w
0
z
1.6 MIN.
I
W
Q
310
_ 310
f
ly-
6" DIP
i'
MIN.
STORM
w
m
W
(CLASS 52)
STORM
1' MIN.
PIPE (RD7)
I
Q
S
PIPE (RD1)
STORM
)
J
W
305
PIPE (RDS)
1 MIN'_ 6" DIP FIRELINE TO BE
305
J
LOCATED BENEATH EXIST.
~1
i
STORM
BUILDING. REFER TO NOTE
#3 ON SHEET C4.3 FOR
w
PIPE (RD3)
FURTHER DETAILS.
<
300
300
O
z
z
W
Q
cf)
O
295
295
O
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
23+00 24+00 24+50
WATERLINE
LETTER OF REVISION #3
_
HORIZ SCALE: 1'=50
VERT SCALE:1'=5
9/26/2019
-THE WATERLINE PROFILE HAS BEEN REVISED TO
REFLECT THE RELOCATION OF THE PRIVATE
06 N.
37032
FIRELINE FROM THE DRIVE AISLE LOCATED
SHEE NO.
BETWEEN THE EXISTING RETAINING WALL AND
1-STORY BUILDING.
C7.4