HomeMy WebLinkAboutSDP201800012 Letter of Revision Letter of Revision 3 2019-09-26'U
w
uj
U)
uj
U)
W
J
' W
i
z \ /
W \
ry
' (jJ UG1 P
v� d
e
4 6
°G,
EAV
��
° d a ° d ° Y DUTY
CONCRETE
d
jAVY DUTY" 4
°
CRETE a
E VALy < . a ° _41 , d
,REDUCER °
F ACS'A REf AININ
d A
9SHIP WALL°WITI
-S4ETYd RAILING
�NSITIO;a1
b-
,:4
d
'2 VAULT
IAL)
LETTER 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.
THIS LINE SHALL BE INSTALLED BENEATH THE
/ RESTAURANT SPACE TO AVOID IMPACTING THE
INTEGRITY OF THE EXISTING WALL.
\ WATERTIGHT MANHOLE
/ / \ COVERS TO BE INSTALLED
FOR STRUCTURES 2, 3, 4
& 5 LOCATED WITHIN THE
100-YEAR FLOOD PLAIN.
\
\
4'X8' GENERATOR PAD •� \
/-- 8'X8' TRANSFORMER PAD \
RETAINING WALL \
SEE LANDSCAPE PLANS) /
r (23) 6" RISERS \
WITH HANDRAILS \
d \`
STEEL STAIR WITH \
HANDRAIL \
(SEE LANDSCAPE PLANS)
SANITARY CLEANOUT TO BE
LOCATED UNDER STAIRS \
1" PVC WATERLINE k
(SEE ARCH/MEP PLANS) e X
EXISTING RETAINING
WALL TO REMAIN ADA RAMP
(4) 4" SCH 40 11 (4) 6.. 10A 4 W/ HANDRAIL
PVC CONDUITS e ' `
RISERS
a 1 PEDESTRIAN RAILING ° ` 9
(SEE LANDSCAPE PLANS) da e
• e'
a
'�— (45) 7" RISERS OFFICE CAFE /RETAIL SPACE , d S ° e d
WITH (ACCESSORY BUILDING) Sll
HANDRAILS (EX. BLDG) a d�, a.d s ° 10
4 °
4
3" DOMESTIC WATER
CONNECTION
HARDSCAPE
° - (SEE LANDSCAPE
4
PLANS)
°
' d BOULDER (TYP.)
SEE LANDSCAPE PLAN
` a Q BUILDING
d MOUNTED
FDC
' D
00
4" PVC
/1%
/
PARKING SIGN /
(SEE NOTE #1 ON
SHEET C4.3)
(3) REMOVABLE
BOLLARDS
PIV —
22 5' 6"X6" TEE
BEND
DECK
`(SEE LANDSCAPE
/ PLANS)
6" FIRE LINE
.CONNECTION
rn
12 yd `
RESTAURANT
(EX. BLDG)
,... 6" DIP
i SEE NOTE #3
BE !
R95' 45* BEND ,--'
• R35' 6" GATE BEND
VALVE
•
\BEND PRIVATE
FHA
Cp p D
%LVE O /
16'
/
OPAVERS (SEE /
O LANDSCAPE PLA )
/ CONC. WHEEL
O STOP (TYP.) /
VDOT STD GR-11
GUARDRAIL (TYP.)
(SEE SHEET C1.3)
(4) RI
WITH
HANDRAIL
—/
20' ACSA SANITARY
\ SEWER EASEMENT
\ EXIST. EDGE OF
\ PAVEMENT
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 WALLS/FOUNDATION 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.
NO PARKING
SIGN
LEGEND:
LANDSCAPE FEATURE
LANDSCAPE PLAN)
(SEE
PROPOSE HARDSCAPE
LANDSCAPE PLAN)
(SEE
CONCRETE SIDEWALK
HEAVY DUTY CONCRETE
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
ASPHALT TO BE MILLED &
OVERLAID
s�
\ 2 SEE NOTE # 2 FOR '
\ ` AS -BUILT
REQUIREMENTS
NO PARKING
FIRE LANE
SIGN \is l2kil
\ s,
\ \`NO PARKING
\ SIGN 1
� \
\ \ \ EXIST. EDGE OF
PAVEMENT '
GREASE TRAP
\ \ 3 t
ADA PARKING
SIGNS \
r
8' - O
6" DIP
` R4' SEE NOTE #3 i
BOLLARDS
PEDESTRIAN RAILING
(SEE LANDSCAPE PLANS) `
O
C'7
00
Q
z
SCALE 1 "=20'
0 20' 40'
\ 16" STEEL CASING TO SPAN CSX
PROPERTY CROSSING. SEE ACSA
STANDARD TD-37 SHEET C1.3 FOR
ADDITIONAL INFORMATION
9.
O � `
O ` `
Fp
Sq O \
R4'
• ,� (TYP. )
PRIVATE 14
FHA 0 s
24' PRECAST
T CONC. WHEEL `
STOP (TYP.)
EP 14 5
L R20'
18'
(3) REMOVABLE `/\ END OF ACSA
OWNERSHIP
9'
P.)
Fp
Y
4
\
\
\
\ \ PARKING SIGN
(SEE NOTE #1 ON ,
SHEET C4.3)
TRESTLE \ \
SUPPORT
� \ d
�— PAVEMENT `\
STRIPING \
\ 24'
\ O
PARKING SIGN \
(SEE NOTE #1 ON
SHEET C4.3) o \
VDOT STD GR-11
GUARDRAIL (TYP.)
(SEE SHEET C1.3)
silk 4% �LTIEf r)k �rtw
"� / •
6*0- s
' Ci
• CLIN'i W. Xv
'
SHI F1,ETT >�
• /-
i uc. !Yd.:��lARA iY•
M
M E
0
N O
N �
>E
w E
M v 3
� U. o �
uw o m`
Q � U o
WH—Lr;
rn
rj
�x
�
u_
oQ ��
N = N [V
= U > Ln
a
c 'n
rn
O N
ul
N M
at
00 J
kLu
vi
o'
O
c�
O
L_
r
0
w
>
W_
U
z
O
HI
>
o'
0
z
0
E--
a
U
w
0
Z
N
0
U
N
>
w
w
00
w
w
O
O
x
ly
ww
w
w
rn
rn
w
N
N
Q
0
N
N
r__
rn
DATE
1214117
DRAWN BY
A. ALLISON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
1" = 20'
JOB NO.
37032
SHEET NO.
C4.3
o
0
m
0
0
R
a
a
C
m
0
o
0
u)
a)
o
co
L
.a
C
m
r
m
`o
0
L
3
C
�a
�0
-oW
o O
T z
a)o
�2
og
c
a�
m o
-6 C
m N
0
d o
o =
Of .'
CD 3
z N
O aNi
a
g x
F m
a)
oL...
r o
CD
o
o_
o .3
a
m
7 y
U C
m o
m ()
L 3
�N
m a
Y U
C �
m
E
U m
O
m a
r+ -O
m
U
N C
m o
m t
'o2
C u)m C
N
C OU
s2
n o
w_W
L E
a
m
0
Q
Q
n
N
'0
N
m
C
0
w
0
a
0 t NOTES: !�!!Hlsr�•
° 0 0 ° ,° c 1. THE PROPOSED 12" STORM PIPE SHALL PENETRATE THE ��4� - ��I�TN r�•000
EXISTING BUILDING WALLS/FOUNDATION. CONTRACTOR F �•��,�
SHALL COORDINATE WITH THE ARCHITECT OR BUILDING
o STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS
c5 NOT COMPROMISED. WHERE POSSIBLE, ALL STORM PIPES ,; C L 1 .� W. 7
SHALL MAINTAIN A MINIMUM OF 3 FT COVER. ALL STORM C5.0 i` ! SJil.F F 1 ETj- i
PIPES THAT ARE NOT BURIED SHOULD BE MOUNTED TO lj + -{
WALLS OR BUILDING COLUMNS ACCORDINGLY. MAINTAIN Z Lic. ti� i �R�►=
S 1% MINIMUM POSITIVE SLOPE IN ALL PIPES. CONTRACTOR IC5.2 i� GJ�2�j�� C{ �t""
° SHALL REFER TO MECHANICAL/PLUMBING SPECIFICATIONS "r 1• , .,y14� `
° FOR ALL MOUNTING OR HANGER REQUIREMENTS.
I °
O \ I ° 4
1 4 °
U / °
\ \0 C5.1 > 0
1 Lu
1 _~u W
cn Q LL o 3
1 w ' < Lu Z
1 W
1 -M �
1 z~� U
0 Q Lu
w N U N
z / / �_ �z `'
%D
aLn O
U N
1 W �/ \ �00) N ww
1'z 00 ow Zz
\\ 0 � F_ O O
w
1 w o (n W
LL `\ 0 0 � W w
w ` \ ` w �
■ (L ` \ / t w fy_
0 O O
w UGT p �.oe \ ° o O
1 LL \\ / n Z U H H
\ O W W
,a W rn rn
4 SCALE 1 "=20' o
> r r
O O
0 20' 40' "' N N
b 4 /
Q cfl co
1 � �� U O N N
46".�HIYPE TO ONNECT 4 \ \ ¢ i rn
DOWN POUT TO \
\ � O
tSTRAUC URE 196 d / \ \ �_ DATE
4 v, = 349.73
b1214117
0
DRAWN BY
4' / , 120 119 A. ALLISON
4 1 < o
123 121 118 \ \ o DESIGNED BY
. b 4 . 4 b ,� b < ` \ • C. SHIFFLETT
125 `,X117 • CHECKED BY
b
15 x \ TIE TO 2" \ \ , • C. KOTARSKI
122 DOWN SPOUT
344 126 \ 116 • •
(TYP) \ � SCALE
r 342 ' \ \ 1" = 20'
340 124 , 4
3$ 176
��� , •
72 4 fi
33$ D1 \
175 114 a � D1 _ i
100 YR FEMA
173
co / 4 6, FLOOD PLAIN \ '
174 D 1 4 t z
4'A 4 113 F
EM
1 s b b 4 PROPOSED 100-YR
FLOODPLAIN
4 b ¢ b FLOODWAY
4 b 11 4 d 4 b 11 ♦
4 a 108 '� \
\ \ '
SEE NOTE #1 4 . \ ` W
1 Q �`�
o z
01
J
TIE TO 10" ° o o u o ,S \ \ \ O
W'
ROOF LEADER ° o O O \ O UI
°
4 EXIST. FEMA ° 0 0 0 . ° \ \ z
100-YR FLOODPLAIN 0 0 ° • ' d
07 0° o 0 \ \•• \\ z 0
D1 °
1
D 07 SEE NOTE #1 0 0 ° °.:° o �w \ \ ` W �n
1 00 f o ° ° ° \ \ \ ` W � V
06 / o
o \
Lu
TIE TO 8" '� �\ \ , ^ Q
D7 ROOF LEADER
1
D8 FEMA
1 D5 FLOODWAYCIO
1 104 ��� ` EXISTING �•
•
ROCK WALL '
• - z
•00,W
103 ��
r
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.
�— EXISTING /
ROCK WALL /
102
FINAL
101 GRADE
EW-1 EW-1
PIPE 101
/ INV = 305.62'
1 0 / 24" DEPTH 2'
CLASS 1 RIPRAP PIPE 101 301.23'
CLASS 1 RIPRAP
(SEE DETAIL SHEET C5.1) 24' DEPTH
(SEE PLATE 3.19-1 -� 2' EDGE / SHEET C3.1 FOR MOORES CREEK
ADDITIONAL t298.00'
f INFORMATION)
/
15,
SWALE
/ RIP RAP OUTFALL DETAIL
No Scale
\ � O
\
JOB NO,
37032
SHEET NO.
` C5.2
0
C
N
O
s
a,
0
n
C
a
a
0
U)
0
c
m
L
N
C
(O
m
n
C
0
Q)
0
3
C
� N
(0 C
U
C
0 0
E
C
U �
O
a
70
a
m Z
U
0
IN
N
(6 U
2
m�
N 0
C U
-a s
rnCD
_E
L
120: 12" NYLOPLAST BASIN -
CIRCULAR GRATE
STA 10+71.08
TOP 340.10
INV IN 336.04 (121)
INV OUT 335.94 (119)
122: 12" NYLOPLAST BASIN
CIRCULAR GRATE
STA 10+41.81
TOP 340.65
INV IN 336.36 (123)
INV OUT 336.26 (121)
124: 12" NYLOPLAST BASIN
CIRCULAR GRATE
STA 10+12.54
TOP 341.10
INV IN 336.68 (125)
INV OUT 336.58 (123)
126: 12" NYLOPLAST BASIN
CIRCULAR GRATE
STA 10+00.00
TOP 341.65
INV OUT 336.77 (125)
EXIST.
GRADE
350
z
U)
Q
m
�
_
� M
o`�v
QW
Obi
od CO
} (D
o
RD12: 4" Cleanout
z
N~ N �
~
STA 10+00.00
Q
�
N m M
r- Z Z
•-M
TOP 326.60
of
Q a > >
INV OUT 324.00 (RD11)
v
z z z
335
EXIST.
GRADE
330
0 50
PROFILE SCALE
GRADE
-118: 15" NYLOPLAST BASIN
SOLID TOP
STA 10+81.53
TOP 340.00
INV IN 335.69 (119)
INV IN 335.69 (117)
INV OUT 335.59 (115B)
114: 15" NYLOPLAST
BASIN
CIRCUAR GRATE
STA 11 +27.71
TOP 325.75
INV IN 322.06 (RD11)
INV IN 317.04 (115)
INV OUT 316.94 (113)
z
z
U)
Q
U)
Q
m
m
F- -'
T
�
_
H o
w ^ C)J
C)
<F-
T
OJ} Of
IL Q T W I�
Of N
c,
Lo 0
LO(D(D
M NULO M
~o
coOf
ZZ
m
JC
Nj -Q+NCry C+ F-
UQa
z_ z_ O
Qa»>
oo
r U��z z
Uu)�z Z z
335
125
12.54' OF
121
12" HDPE
29.27' OF
@ 0.75%
12" HDPE
@ 0.75%
330
123
119
29.27' OF
10.45' OF
12" HDPE
12" HDPE
@ 0.75%
@ 2.38%
325
115A
14.20' OF
12" HDPE
320
115
41.81' OF
12" HDPE
@ 8.00%
SANITARY
315
SEWER
(12-10)
113
27.59' OF
12" HDPE
@ 0.50%
310
9+50 10+00
z
Q
m
-.... -. -.
U) w . o._
Q > Qi T
J 0 IDv
av vo
0 0 (o
1 J � t--
(D (D M
Z0gl-
Cqmco
z 0
_
o ��z z
-115B
3.83' OF
12" HDPE
@ 7.00%
CONC. WALL
TW 339.30
BW 326.50 EXIST.
BUILDING
(2) 90° VERT
BENDS
1" PVC
WATERLINE
SANITARY
SEWER
(7-6)
1.5' MI1
PROP.
GRADE
3501
2' MIN-
320
SANITARY
SEWER
(11A-7) -
315
RD 11
19.40' OF
4" HDPE
@ 10.00%
31
9+50 10+00 11+00
RD 12 - STIR 114
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
LETTER OF REVISION #3
9/26/2019
-STORMWATER PROFILES HAVE BEEN REVISED TO
REFLECT THE RELOCATION OF THE STORM LINE
BETWEEN THE EXISTING RETAINING WALL AND
1-STORY BUILDING.
.SLO
SANITARY
SEWER
(7-6) 320
PIPE 107 TO PENETRATE
FOUNDATION AND TIE TO
PIPE 107B. SEE NOTE #1
ON SHEET C5.2
J1.5'
MIN-'
111
66.04' OF
`~<�
109
107
12" HDPE
26.25' OF
5.91' OF
@ 0.50% `
12" HDPE
12" HDPE
@ 0.50%
@ 1.00%
11+00 12+00
STIR 126- STIR 108
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
3151
3101
13+00 13+50
z
Q
co
106A: Nyloplast - Circular Grate Q
p
STA 10+02.29 a a
o
TOP 312.36
~o Oo 0011-
INV IN 308.39 (107B) z U
000 a o0 o
INV IN 309.43 (RD7) rY
+ M o f-
INV OUT 308.29 (107A) U
Q m z z 0
> >>
ir
U�z z z
320 320
EXIST.
GRADE
315 315
EXIST. PROP.
BUILDING GRADE
310 310
PIPE 107B TO PENETRATE
EXIST. WALL AND TIE TO
STRUCTURE 106A. SEE 6" DIP
NOTE #1 ON SHEET C5.2 (CLASS 52)'
305 1.5' MIN 305
107B
2.29' OF 107A
12" HDPE 28.78' OF
@ 1.31 % 12" HDPE
Ann @ 1.00% Ann
9+50 10+00 11+00
PIPE 107B - RD 6
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
z
co
Q
m
Q
O
J
T Q r
CL
O
Lo
>
-LOM N
z ONI�cTD
RD14: 4" Cleanout U
N M
�, N co M
- ``' z z
STA 10+00.00 N -
�<Q-
O
TOP 326.10 o O
� O > > >
r
z z z
INV OUT 324.00 (RD13)
330
325
2' MIN-
320
SANITARY
SEWER
(10-9)
315
EXIST.
GRADE
330
PROP.
GRADE
325
-RD13
27.03' OF
4" HDPE
@ 10.05%
320
315
9+50 10+00 11+00
RD 14 - STIR 110
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
DNTRACTOR TO VERIFY EXIST. EXIST.
15" RCP SLOPE AND LOCATION GRADE
PRIOR TO INSTALLATION OF
MANHOLE 206 TO ENSURE 350
DESIGN ACCURACY.
345
m
0
m ►� O
U
'
o in
RD8: 6" Cleanout Cn
, o
m o M N
STA 10+01.69 n-
O
r m c) o
cM co M
0+ oM
TOP 312.50 >,
z
�i M E-
INV OUT 310.05 (RD7)
C) co z z 0
CL
coo
<
>
C:)��z
z z
a
U
T �i
�- o
X N
_ _ 0)
0
o o `O
W CM
N (n
C)M
M
Lo
o U-)co U
(D O (0
�Or- O M
M
d
mN000 t-- cM
NCD
2 0 LO
��-coZ
+ CLO Cy) CY) F_
o-M_zz_
0
0�0> >
0
NHO> > >
(y9)F-z z
�U)F- z z z
360
PROP.
GRADE
355
205
43.06' OF
15" HDPE
@ 1.11%
350
9+50 10+00 11+00
STIR 206 - STIR 198
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
15
315
310 310
RD7 V MIN
7.15' OF
8" HDPE 6" DIP
@ 8.67% (CLASS 52)
305 305
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)
315
310
1' MI
305
RD9
103
10" HDPE
828.91'OF 6'OF
@ 2.01 %
HDPE
.79%
300
RD5
19.14' OF
18" HDPE
@ 2.00%
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.
GRADE
315
310
6" DIP
(CLASS 52)
BACKFLOW
PREVENTION VALVE
(WaStop VALVE OR
EQUIVALENT)
9+50 10+00 11+00 11+50
RD 10 - STIR 102
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
T
MN
CD
O
v
C:)
0
CD r`
L
N C14
0') N
0) O
204:MH-1 .(Do U') (Do
O
No � oOroCq.4
Cn
oo"TLqM
co
�
STA10+00.00 r It000 °o m04oc�i
M mC4000:)
LO
� M mo=Lo
Ci
Lo co
~
=+MCM N+mco
TOP 374.46 0 0
�raZ prMZ
H N+LM
o (n
0�az
rLO M
z ��az
+OM Cy)
z
INV IN372.11 (EX. 12") 0
�aOZ z Oo�O>
0
> CY)
0
z
0
~Ozz z
INV OUT362.98(203
1 ) N U) - 04
Cn z .-
U) f - - - - r
CO I— - -
380
380
375 1 1 1 1 1 375
370 I I 1 I I I 1 370
203
24.64' OF
12" HDPE
@ 20.02%
355
350
345
�. EXIST.
GRADE
SANITARY
SEWER
(14-13)
PROP.
GRADE 1
1.5' MIN 1.q
201
67.39' OF
12" HDPE
@ 5.76%
199
69.99' OF
12" HDPE
@ 2.66%
365
360
355
350
r 9 345
197
65.27' OF 1.5' MINJ
15" HDPE
@ 3.38% 6" DIP
(CLASS 52) t
340
9+50 10+00 11+00
STIR 204 - STIR 194
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
12+00 12+50
*� 6 4�LT H4 Op •00
w0-
'�% Ar
$
":
0 CLINT W. :
Slj�.�EF I.ETT i
•
Z+G 1,ir. Nt S4A80 4�-jr p All w
00
00
/0
0
64,
M E
O
N O
N N
Q o
> E
E
I_U (v 3
a 0 3
w-
Lw0
¢_j U0M z
,UjM-,n 0
rn
WC:)(D a
U
�x
Q Im ai U_ w
0
Q 3� 0
0
= c N z
HU > Ln O N
c Ln L '
o O) (A
n w W
L_ fn
0- N M
co J z z
C) LU 00
(n U)
w w
Of
a a
�D O 0
O Ofw
= w w
F F__
0 ww
� J J
2
w rn rn
w
> w
N
Q N
U N N
ti 0)z
0
j DATE
>
� 1214117
O
} DRAWN BY
A. ALLISON
• DESIGNED BY
• C. SHIFFLETT
. CHECKED BY
• C. KOTARSKI
• • SCALE
• AS SHOWN
•
IL
z
I..� U)
Lij
z L-
LU
O W
J w
W >
> z G
W 0.
0 U O
w
�W Q
a
w
m
J
Q
0 z
W
0
O
JOB NO.
37032
SHEET NO.
C7.2
0
ai
U)
_
U
C
a)
>
a)
0
w
m
3
U
0
n
T
0
(D
0
c
m
CU
CU
ca
as
s
`o
0
L
3
c
-0a
a) =)
�o
-0W
0 (29
�U)
�z
mo
�2
og
c �
E o
-o C
C N
'0�
d o
0it �
(D 3
zfn
O aa)
2 x
x
�z
w=
o
0
aw
° 3
CD.
a
m c
Y
o
a) U
L 2
m �
a5 0
O
N U
E O
cc
U cc
U
m'D
ton
N o
as v
o 2
c
m 0
0 O
= U
a7 O
rz r
aD -0
Cn m
m
r
L
U)
5- %4444464440000
:R {ram
C L I T W.
SDI: H I E.TT- .0
6" GATE VTA 20+91.ALVE 0 w �G l,ir�i;A R AC
90° BEND CHECK VALVE WITH ASSOC. BYPASS 0 50
TA
8" GATE VALVE
STA 17+70.07 STA 17+78.26 S45° BEND PROFILE SCALE
STA 13+43.37 8 GATE VALVE 8"X6" REDUCER 6"X6" TEE TO BLDG 6"X6" TEE STA 20+95.10�`.
STA 17+54.40 STA 17+86.61 STA 20+88-84
APPROX. LOCATION AND DEPTH OF STA 18+94.11 v as
8"X8" TS&V 8"X8" TEE TO FHA TEE TO FH 45° BEND a¢Rr�eti
EXIST. SANITARY PIPE. VERIFY PRIOR 8'X8' TEE 90° BEND 6" GATE VALVE
11.5° BEND 90° BEND 90° BEND 45° BEND ' ��; STA 21+08.27
STA 10+00.00 TO INSTALLATION OF WATERLINE. STA 13+39.62 STA 16+05.68 STA 17+49.46 STA 18+06.84 6" GATE VALVE STA 20+42.51 STA 23+09.34
STA 13+60.80 STA 14+26.26 STA 15+72.58 22.5° BEND c
8"X3" TEE TO 1.5" W.M. STA 18+97.88
8"X8" TEE TO FHA 90° BEND 45° BEND STA 20+20.68 CONNECT TO PROP. HYDRANT o E
STA 13+00.00 STA 17+44.46
380 STA 15+31.09 STA 18+26.54 6"X6" TEE TO FHA STA 23+10.84 a', o
STA 19+50.00 380 ` 4
Q o
Lu
W cn
w Q U.
`• I U. O
375
___ __-_ _--
uw0 r`o�
W U IZZ th
w J -00
�n O
'"' CDrn
o t>if o ry a
MIN. PROP. z LU a;
GRADE U
� O N x Ln
--
Q J `� UJ
- - - - - -
370 370 0 N
V k O
Ln
H N
O Q� (n
u W W
a N cM
365 365 CO -i z z
- - -- - -- - -- -- + �- H O_ O_
8" DIP
i
!
cn v�
(CLASS 52) EXIST. Lu ui
SANITARY
SEWER j o O O
� �
360 =
(.� H H
360 -_ i
STORM -
PIPE (191) EXIST. _ ui w
~ ~
GRADE o
r w rnrn
>
355 w CD0
355 = Q 04
- - - - - -- - --- - - - ----- - -- UAL 0 N N
ti
V MIN. z
O
3.5' U) DATE
COVER - ( >
350 MIN. - -
- -
� DRAWNBY
A. ALLISON
j DESIGNED BY
345 I 345
C. SHIFFLETT
CHECKED BY
• C. KOTARSKI
340 • SCALE
--- --- • AS SHOWN
PORTION OF PUBLIC WATERLINE SHALL j \\ •
HAVE A MINIMUM OF 3.5' OF COVER
i STORM •
335 PIPE (181) ( •
---------------------- 335
� I
v Z
330- ---- --------- - -- - + ------ , 330
Q
EXIST.
BUILDING
EXIST. W
8" DIP BUILDING GRADE J
1
325 _ (CLASS 52) LL
-4 - --- �- - �.. ----- ---- ---- ---- - 325 z
6" DIP FIRELINE TO BE
LOCATED BENEATH EXIST. ui
PROP. BUILDING. REFER TO NOTE
GRADE #3 ON SHEET C4.3 FOR ( W
I
320� --- ��_ 1' MW.---- - - -- - FURTHER DETAILS. - - -_ 320
� 44 EXIST. ----- --- --- O
I GRADE 3.5' Q W
I I
3.5' I COVER
'STORM PIPEui
315 - j (153) qMIN. -- --- ---- -- COVER MIN. 31
\ _
6" DIP 1 1 1 z
STORM I (CLASS 52) LJ..� Q Q
U
1 PIPE (FD5 ( c) w Z
t
1.5' MIN. I J
310 - W � Q
310
Q
6" DIP y - STORM �
(CLASS 52) 1' MIN. 1' MIN. PIPE (RD7) w W
m
STORM I J
PIPE (RD1) STORM � Q
305 PIPE (RD5) 1' MIN. I
6" DIP FIRELINE TO BE 305
LOCATED BENEATH EXIST.
STORM BUILDING. REFER TO NOTE
PIPE (RD3) #3 ON SHEET C4.3 FOR
FURTHER DETAILS.
300 300 z
---- -
Lu�!<^
VJ
295 295 0
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' 9/26/2019
VERT SCALE: 1"=5 -THE WATERLINE PROFILE HAS BEEN REVISED TO JOB NO.
REFLECT THE RELOCATION OF THE PRIVATE 37032
FIRELINE FROM THE DRIVE AISLE LOCATED
BETWEEN THE EXISTING RETAINING WALL AND SHEET NO.
1-STORY BUILDING. C7.4
0
C
4
m
0
0
m
3
0
0
El
o.
c
_
0
N
N
f
0
c
L
_
m
r
n
0
0
L
3
C