HomeMy WebLinkAboutSDP201700076 Letter of Revision Letter of Revision 1 2019-03-15NOTES
TAX MAP PARCEL AND OWNER INFO:
EXISTING ZONING: C-1 COMMERCIAL
PROPOSED ZONING: C-1 COMMERCIAL
MAGISTERIAL DISTRICT: SCOTTSVILLE
PARCEL 07800-00-00-021 BO
WOOLEN MILLS, L'LC
P.O. BOX 1099
CHARLOTTESVILL,E, VA 22902
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY:
ROGER RAY & ASSOC.
LOUISA AERIAL SURVEYS, INC.
P.O. BOX 430
MINERAL, VA 23117
(540) 967-1499
RIVANNA RIVER PROD. NO. 7012489
AIRBORNE SURVEY CONDUCTED: 12/25/2013
ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018
DATUM: VERTICAL: NAVD88
SETBACKS:
FRONT: 10' (MINIMUM) 30' (MAXIMUM)
SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE
PRESENT USE: WAREHOUSE
' PROPOSED USE: 85,396 SF OFFICE SPACE
> 12,113 SF RESTAURANT (10,629 RESTAURANT, 1,484 COFFEE SHOP)
REQUIRED PARKING PER ORDINANCE:
OFFICE: 85,396 SF X (1 SPACE / 200 SF) = 427 SPACES
RESTAURANT: 12,113 SF X (13 SPACES / 1,000 SF) = 158 SPACES
i TOTAL = 585 SPACES
�. 20% REDUCTION PARKING MODIFICATION = 585 X 20% = 46i8 SPACES
TOTAL PARKING REQUIRED (ADJUSTMENT): 468 SPACES
PROPOSED PARKING: 324 SPACES (REMAINING REQUIRED SPACES TO BE WAIVED PER FORMAL
WAIVER REQUEST)
ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC)
ADA PARKING PROVIDED: 9 SPACES
EXISTING IMPERVIOUS AREA = 2.19 ACRES
PROPOSED IMPERVIOUS AREA = 3.87 ACRES
A+CSA NOTES
CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER
METER THAT SERVES THE WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS
ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE 4" WATER METER SHALL
BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT
ASSEMBLY ALONG PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE.
THE FINAL LOCATION OF CUT AND CAP TO BE DETERMINED BY ACSA DURING THE
PRE -CONSTRUCTION MEETING.
FINAL SITE PLAN SDP-2017-76
COUNTY OF ALBEMARLE, VIRGINIA
12/4/2017
VICINITY MAP
1 =1000'
DEVELOPER:
BR MANAGEMENT
P.O. BOX 1099
CHAROTTESVILLE, VA 22902
CONTACT: BRIAN ROY
TELEPHONE: (434) 996-3904
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARL017ESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C0."I
REZONING APPROVAL, CONDITIONS & PROFFERS
C1.0
NOTES AND DETAILS
C1.1
NOTES AND DETAILS
C1.2
NOTES AND DETAILS
C1.3
NOTES AND DETAILS
C1.4
NOTES AND DETAILS
C1.5
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS
C2.1
EXISTING VEGETATION
C2.2
DEMOLITION PLAN
C3.0
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C3.1
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C3.2
EROSION AND SEDIMENT CONTROL PLAN PHASE 1
C3.3
EROSION AND SEDIMENT CONTROL PLAN PHASE 2
C4.0
SHEET INDEX
C4.1
SITE PLAN
C4.2
SITE PLAN
C4.3
SITE PLAN
C5.0
GRADING PLAN
C5.1
GRADING PLAN
C5.2
GRADING PLAN
C5.3
GRADING SPOT SHOTS PLAN
C5.4
GRADING SPOT SHOTS PLAN
C5.5
GRADING SPOT SHOTS PLAN
C6.0
STORMWATER MANAGEMENT PLAN
C6.11
STORMWATER SUMMARY PLAN
C6.2
STREAM BUFFER MITIGATION SUMMARY
C7.0
STORM SEWER PROFILES
C7.1
STORM SEWER PROFILES
C7.2
STORM SEWER PROFILES
C7.3
SANITARY SEWER AND WATERLINE PROFILES
C7.5
STORM SEWER PROFILES
S2.0
SOLDIER PILE RETAINING WALL DETAILS
L1.010
PRELIMINARY LANDSCAPE PLAN
L1.01
MITIGATION PLAN
L1.02
MITIGATION PLAN PLANT SCHEDULE AND NOTES
L5.00
PRELIMINARY SITE LIGHTING PHOTOMETRIC PLAN
L5.01
PRELIMINARY SITE LIGHTING FIXTURE PRODUCT DATA
NUMBER OF SHEETS = 40
UTILITY DEMANDS
WATER FLOW (AVERAGE DAILY DEMAND)
AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS):
OFFICE/RETAIL: 250 GPD/1,000 SF = 85,396 X 250 GPD/1,000 SF = 21,349 GPD
RESTAURANT: 50 GPD/SEAT =140 SEATS X 50 GPD/SEAT = 7,000 GPD
TOTAL GPD = 28,349 GPD
AVERAGE HOUR: 28,349 / 24=1,181.2 GALLONS PER HOUR
MAX HOUR = 30)0% OF AVERAGE HOUR = 1,181.2 X 3 = 3,543.6 GALLONS
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 3,543.6 X 2 = 7,087.2 GALLONS
SEWER FLOW (AVERAGE DAILY FLOW)
OFFICE/RETAIL:: 85,396 SF X (250 GPD PER 1,000 SF) = 21,349 GPD
RESTAURANT: 1140 SEATS X (50 GPD/SEAT) = 7,000 GPD
TOTAL: 28,349 GPD
SIGNATURE PANEL:
DEPARTMENT OF COMNd'UNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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1. RWSA SHALL BE CONTACTED AT LEAST THREE BUSINESS DAYS IN ADVANCE OF ANY WORKS ON RWSA PROPERTY.
2. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE RWSA SITE IS SECURE THROUGHOUT
CONSTRUCTION. THIS INCLUDES SECURING GATES OUTSIDE HOURS OF CONSTRUCTION, TEMPORARY FENCING AS
REQUIRED, ETC.
3. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING SANITARY SEWER LINES PRIOR TO THE START
OF CONSTRUCTION. THE DESIGN ENGINEER SHALL BE MADE AWARE OF ANY DISCREPANCY BETWEEN SURVEY DATA AND
FIELD CONDITIONS.
4. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF.
5� THE CONTRACTOR SHALL COORDINATE WITH RSWA AND ACSA STAFF PRIOR TO THE ABANDONMENT/REMOVAL OF ANY
SANITARY SEWER STRUCTURE AND PIPES AS NOTED ON THIS SHEET.
PORTION OF REMOVE PORTION OF
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NOTES.
1. PROPOSED CHECK VALVE SHALL INCLUDE A
BYPASS. CONTRACTOR TO SUBMIT DRAWINGS
TO A.C.S.A. FOR REVIEW.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ABANDONMENT OF THE EXISTING 4" WATER
METER SERVING THE PROPERTY ALONG PIREUS
ROW. SEE ACSA NOTES ON SHEET C0.0 FOR
ADDITIONAL INFORMATION.
LEGEND:
LANDSCAPE FEATURE
(SEE LANDSCAPE PLAN)
PROPOSE HARDSCAPE
(SEE LANDSCAPE PLAN)
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HEAVY DUTY CONCRETE
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1214117
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355
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EXIST.
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315
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315
6" DIP
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310
1.5' MIN
310
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25.58' OF
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EXIST.
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315
315
8" DIP
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1.5'
0
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300
300
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315
330
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PROP. EXIST.
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PROP.
GRADE
1
173
6.88' OF
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@ 10.00%
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CIRCULAR GRATE STA 10+65.25 _ J + co co � F J + 0_1co co _ Q + � C- N + ti M � N + (Dm co
STA10+00.00 TOP334.00 r Ufm_z _z p r U TMz z p ��mz orz adz z 0
�- TOP337.24 INV IN325.72(171) o���»> ��0»> U¢o-- N<C° <CCL_
o 0 o `t INV OUT 169 r' Ucnr-z z z r U U) z z v�Pz z �'co z z �U)�z z z
L c� r. � � o ,n .P L m r;. o� r- INV OUT 333.04 (175) ( )
,� u? LO 3 0
'r cn - o C0 r` � LO r 350
c0 M LO ua c� c0 M r rn rn c0 CO in LO Cq co
mar m r-- co146: DI-3Bm
4ft Throat 6'(D� m m(0r-a� r r M i
N+�miYi F- STA10+00.00 No+� F- N�+NMm mb I
f
o-mz z z 0 TOP324.29 O-Mz 0 orMz z z 0 E 3 I
F__ 0z z z z INV OUT320.01 (145) �OZ z�oz z z z
3
345 345 345 345;__,__._ _dmmmmm Pmn _m.__.. �_ F --------------
A� 345
__ . ___ __ r_ m maA_�
CO C. ALL
( 3 TW 339.0
I
I BW 334.60 { EXIST. 1
GRADE
340 340 340 340 ' F _ 340
EXIST.
GRADE -�
8
335 336��m
1
330 330
PROP.
GRADE -
335 `'
325
I 325
325
m._...,.._ _ f----- mm. _ __._ W E_._._._,.., _335
�_._._m._._, ...._.._._. __.__.._._._
( ______._._.._ .....,
6" HDPE
�.. _..........._.___ ____ _........
1_.....
119
DOWNSPOUT
70.57' OF
i
INV. = 320.11
15" HDPE
@ 0.50%
1
330 330
T . ___._._..,..._..__ M_ ....
320 _...._..
320
_... __-_._�._._._____ .............________--
320 _____...
4
147
F
86.90' OF
!
12" HDPE
145
E
( @ 0.50%
9.18' OF
E
E 325
325 ..,_.....����._____....___._..
315 __)_.____�._....__..........
315
_.....�._� � �._.._....
31512" HDPE _._�........._.._._..._.....
F
@ 0.50%
143
f
r 54.42' OF
12" HDPE
3 @ 0.58%
320 1 320
310
1 E 310
310
....... r
__ _., ,.......
__
_
_ _ ______ aaawamA„
_. mmm,.r -----
Cof C. WALL
d
9
i TW 332.10
I
3 I
t
BW 328. E 0
I 3
I 6
335
335 i
p
9
s
€
a
I
s
175
i
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38.57' OF I
F
330
330 12" HDPE
@ 5.00%
g
I
m mmmm.,
PROP.
,----------
GRADE
CONC. WALL
1
TW 338.10
BW 332.10
325
325
1
__._._..__..__....g_.._._.__..
__.___.__
171
1dl
3'
26.68' OF fCONC. WALL
COVER
12" HDPE I TW 328.70 !
I
3
MIN
R
@ 12.00% B BW 326.70
1
1.5' MIN
2
320
1 6
-_..._.�.�.�.�..�.__...r____. _.... �.........._.__
17.26' OF
'CS9-"
157
F 12" HDPE
62.06' OF°
84.69' OF
3" PVC
@ 0,75%
12" HDPE
12" HDPE
3
WATERLINE
@ 0.50%'
@ 0.50%
8" DIP
3]
I
(CLASS 52)
315
315
�
3
155
153
169
167
i
23.46' OF
_ i
35.46' OF
51.51' OF
21.75' OF
28.38' OF
12" HDPE
12" HDPE
15' HDPE
12" HDPE
`
12" HDPE
@ 0.75%
@ 0.50%
@ 0.50% .
@ 0.75%
@ 0.75%
310
310
9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00
STR 180 - STR 178 STR 148 - STR 142 STR 146 - STR 142
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5
�.,e..»^a_.,�^.�.n...n.„��,--��°ee ,1�w..�"�-F`,..r"*�F'��''�.....r,.....«.,�,,f�-._.,�°*.,.»s°-�..`".a-°��-.,./�..,._.�°�.�✓`�,.✓"�._..`"..1e....F*,,_ �"�.._,�'�..�,/®,._..F�.-.�,_.F�._�.Ft,...�e...�Fti..��'^.....�`'��.✓�`�._-^.....-F`��._1�,_e./`e,..,s�...�.�'�.._..�.._.- s`-._..F�,.0
11+00 12+00 13+00
STR 176 - STR 150
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
14+00
1�1
54.85' OF
18" HDPE
(@ 0.50%
335
320
1
310
15+00 15+50
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1214117
DRAWN BY
A. ALLISON
DESIGNED BY
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CHECKED BY
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SCALE
AS SHOWN
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FOP 308.96
NV IN 305.62 (101)
5
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
STR 196 - STR 102
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
0 50
PROFILE SCALE
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:D 1214117
O
DRAWN BY
A. ALLISON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
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SCALE
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120: 12" NYLOPLAST BASIN
CIRCULAR GRATE
STA 10+71.08
a, TOP 340.10
f 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)
355
350
m
340
0 50
PROFILE SCALE
LL
U
fy
rLO
d
6)
X N
= rn o
Lu co
F- = N to
o r
CDM r co
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" `n
� o L c0
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mN00o I-- m
=o+com I-
L0
N�LO qO co�-
d
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C, 0 > >
CO O » >
N��z z
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360
PROP.
GRADE
i
355 m._.._,.._._._.._.. ........ ..................._._ _._ __ 355
CONTRACTOR TO VERIFY EXIST. EXIST.
15" RCP SLOPE AND LOCATION GRADE
PRIOR TO INSTALLATION OF
MANHOLE 206 TO ENSURE 350
DESIGN ACCURACY.
f
11$: 15" NYLOPLAST BASIN
SOLID TOP
STA 11 +04.21
TOP 345.00 345
mmm.r ........................
INV IN 335.69 (119)
INV OUT 335.59 (117) 205 n. m,,._..
116: 18" NYLOPLAST BASIN 43.06' OF
CIRCULAR GRATE 15" HDPE
STA 11+19.83
TOP 338.80 340
INV IN 334.50 (117)
INV OUT 334.40 (115B)
114: 15" NYLOPLAST BASIN
CIRCUAR GRATE
STA 11 +51.05
TOP 325.90
350
INV IN, 321.54 (RD11) 9+50 10+00 11+00
INV IN 317.04 (115) STR 206 - STR 198
INV OUT 316 94 113
( )
HORIZ SCALE: 1"=50'
Z
z
VERT SCALE: 1"=5
m
m
3'W
F-
mLLJ
I
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D_<C
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J
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355
CQNC. WALL
j TW 339.30
B ! 326.50
335
125 33.13' O (2) 9 -VERT
12.54' OF 121 12' HDP BEN DS
350
345
340
335
12" HDPE
29.27' OF
I @ 0-75%
PROP.
@
0.75%
12" HDPE
? 117
I
GRADE
@ 0.75%
330
15.61' OF
E
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330
123
12" HDPE
f
29.27'
OF
@ 7.00%
12"
HDPE
1 FVC
W ERLINE
EXIST.
@
0.75%
11513
z
E
GRADE
f
5.56' OF
I
325
1 12 HDPE
325
@ 7.00 %
115A
SANITARY
14.20' OF i
' SEWER
[
12" HDPE j
( (8-7)
320
_
_..__......_...
w............._.. _.... _...; ..._. _......._.._.
SANITARY
_.._
- _-______..._
jj
j
.320
SEWER i
1'
(12-10)
115
315
_..._........._.
._.........
23m59' OF.._.-----....
_.
_...._ ... _ _ ._....
......._...315
12" HDPE
113
111
I
@ 8.00%
27.59' OF
66.04' OF
109
12" HDPE
12" HDPE
56.16' OF
@ 0.50%
@ 0.50% ;
12" HDPE
@ 0.50%
310
10
3
SANITARY
SEWER
(7-6)
9+50
10+00
11+00
12+00
13+00
13+50
STR126-
STR 108
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
'a`�-'`�,'" `+1'-�1!^'`sr'_`'.�"""`✓""`*F' "eJ"_`'.�""._•`rJ•-
-`u"`.",�,r' _-.,�„r _`.mot'_.'"'✓-"�.`'"'".-.•
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M rI,- CO
STA 10+00.00 Lo <
N r
c`\1 "' c' 7)
r M Z Z
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TOP 328.00 U
0
INV OUT 323.09 (RD11)
r Ucnl--
F' O z z z
- -
335
t
335
I
EXIST.
GRADE
330
330
E
PROP.
/ GRADE
325
320
315 mm.. 315
RD11__.. j
19.40' OF
4" HDPE
@ 8.00%
310 310
9+50 10+00 11+00
RD 12 - STR 114
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
9+50 10+00
z
U)
4
m
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r 0 v
J
0 a� cy
J uj CO r-
RD14: 4 " Cleanout
FACO
% > co r c i
Z O d
STA 10+00.00
r N
- U + ch cy) S-
N 0 CO Z z 0
TOP 328.00
J q- - -
INV OUT 324.00 (RD13)
Q
r U) U) P- Z Z Z
335
335
EXIST.
;GRADE
330
_a a..._,.. , r..,......_._........_-----
.--------------------..n,....m,.__330
PROP.
GRADE
325
-- -- 325
RD13
27.16' OF
4" HDPE
2' MIN
@ 10.00%
320
_ ,_._.
__._._._.__..., r..............._....,.........................m.m.....mm320
SANITARY
SEWER
(10-9)
315
315
SANITARY
SEWER
'
(8-7)
j
310
j
310
9+50 10+00 11+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
h- M
d ,n CD
0 �
_o
co 4 n n. !1 fl I 1 A
11+00 12+00
STR108 - STR 102
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
RD6: 24" NYLOPLAST BAIN
CIRCULAR GRATE
STA 10+28.79
o
TOP 311.80
RD6: 24" NYLOPLAST BASIN
INV IN 307.86 (RD9)
CD
0 0 o
CIRCULAR GRATE
INV IN 308.44 (RD7)
O r
STA 10+28.79
INV OUT 307.69 (RD5)
UoQc)
+
TOP 311.80
RD10: 6 " Cleanout
m M
INV IN 307.86 (RD9)
STA 10+00.00
Q Q >
INV IN 308.44 (RD7)
TOP 313.80
ry U)�- z
INV OUT 307.69 (RD5)
INV OUT 308.58 (RD9)
315_
PROP.
GRADE -
310
RD7
25.57' OF
8" HDPE
@ 10.00%
305
9+50 10+00
01 1315
EXIST.
GRADE
315 310
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
1
30
300
11+00
305
RD9
28.79' OF
10" HDPE
@ 2.50%
300
RD5-
21.14' OF
12" HDPE
@ 2.00%
104: MH-1
STA 19+89.90
TOP 312.82
INV IN 306.66 (105)
INV IN 307.27 (RD5)
INV OUT 306.66 (103)
320
PROP.
GRADE
EXIST.
315
6" DIP
(CLASS 52)
310
---1 .5' M I N
305
�- BACKFLOW
PREVENTION VALV
(WaStop VALVE OR
EQUIVALENT)
3001
9+50 10+00 11+00
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
�. rn r
C) co 0 d 0 6)
o o r CD 00o o mm
N d N N Ln
d 00 � cD
204: MH-1 (-0 oo�o Lo �0ro 0 �0-T� 0 4
STA10+00.00 rN 00 LO ``' m�oc�i c� memo `� m0r� �'
_ + co co I- N .} 6j � I- + C� C7 - co + o co- M [--
TOP 374.46 �- Z 0 p�c`y)z 0 o�Mz z 0 Qr�0
INV IN 372.11 (EX. 12") d - O cL - - r a z Z
INV OUT 362.98 (203) Nci�Z z C,<_0> z �t_0z z z �{j�z z z
c j U) - - -
380 380
0
203
24.64' OF
12" HDPE
@ 20.02%
355
350
345
8
EXIST.
GRADE
j
SANITARY
SEWER
(14-13)
8
....�.�.�._ _�....._ PROP.___.._...
GRADE
1.5"MIN
j
201
67.39' OF
12" HDPE
@ 5.76%
199
69.99' OF
12" HDPE
@ 2.66%
197
65.27' OF 1.5' MIN
15" HDPE
@ 3.38% 6" DIP
(CLASS 52)
375
370
365
360
355
350
13+00 13+50 9+50 10+00 11+00 12+00 12+50
STR 204 - STR 194
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
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1214117
7- DRAWN BY
A. ALLISON
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. KOTARSKI
SCALE
AS SHOWN
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5" DIA. INTERIOR
DROP DOGHOUSE
MANHOLE
STA 10+36.72 17
TOP 376.90
INV IN 369.11 (EX. 8")
INV IN 364.68 (EX.2-17)
INV OUT 364.48 (17-16)
STA 10+00.00 X.
TOP 376.41
INV OUT 364.86 (EX.2-17)
380
EXIST.
GRADE
375
t
€k
370 ? '
K
EX.2-17-J
36.72' OF 17-16
10" PVC 39.50' OF
@ 0.50% 10" PVC
355 @ 5.00%
MANHOLE
STA 10+36.74
DOGHOUSE TOP 365.00 14
MANHOLE INV IN 358.51 (15-14)
16 STA 10+76.22 INV OUT 358.41 (14-13)
TOP 370.71 MANHOLE
INV IN 362.50 (17-16) STA 10+00.00
INV OUT 361.47 (EX.10") TOP 363.50 15
INV OUT 358.69 (15-14)
i1
370
365
360
355
350
9+50 10+00 11+00 11+50
SSWR EX.2 - SSWR 16
HORIZ ;SCALE: 1"=50'
VERT SCALE: 1 "=5
365
360
36.74' OF
8" PVC
@ 0.50%
350
340
PROP.
GRADE
nm. m�Ammm.,... ....
Q
kb�
14-13
134.54' OF
8" Ductile Iron
@ 0.50%
DRAINAGE
PIPE
(201)
9+50 10+0S11+00
SWR 15 - SSWR 13
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
90' BEND
9+50 10+00 11+00 12+00 13+00
WATERLINE - 6 IN - 3 IN
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
14+00
MANHOLE
- STA 11+71.27
TOP 361.26
INV IN 357.74 (14-13)
INV OUT 357.64 (EX)
J
.5' MIN
355
345
340
iE
CLEANOUT
STA 10+06.17 8
TOP 326.02
INV IN 319.04 (BLDG-8)
INV OUT 319.04 (8-7)
330
EXIST,
BUILDING
325
15+00
CLEANOUT
STA 11 +38.96 6
TOP 324.50
INV IN 318.37 (7-6)
INV IN 318.62 (GT-6)
INV OUT 318.37 (6-5)
CLEANOUT
7 STA 10+61.77 _
TOP 326.00
INV IN 318.76 (8-7)
INV OUT 318.76 (7-6
PROP.
GRADE
320
BLDG-8
1' MIN
6.17' OF
8" PVC
315 @ 0.50%
STORM
8-7
PIPE (113)
55.60' OF
8" PVC
@ 0.50%
5
9+50 10+00
EXIST.
BUILDING
MANHOLE
MANHOLE
MANHOLE
WATERTIGHT COVER
WATERTIGHT COVER
WATERTIGHT COVER
STA 12+45.60 4 STA 12+61.98 STA 13+46.44
5
TOP 321.60
TOP 321.35 3
TOP 321.44
INV IN 317.84 (6-5)
INV IN 317.66 (5-4)
INV IN 317.14 (4-3)
INV OUT 317.74 (5-4)
INV OUT 317.56 (4-3)
INV OUT 317.04 (3-2)
EXIST.
GRADE
6-5
I
1 06.65' OF
8" PVC
OaQ�..................__
---
77.19' OF
5-4
5-4
1.38' OF
STORM
8" PVC
1 8" PVC
PIPE (109)
@ 0.50°I°
@ 0.50%
STORM
PIPE (111)
11+00
CLEANOUT
?INV
STA 10+14.60
TOP 326.10
IN 321.40 (12-10)
INV IN 321.61 (CAFE-10)
INV OUT 321.40 (10-9)
330
EXIST.
GRADE
PROP.
GRADE
325
MANHOLE
WATERTIGHT COVER
STA 15+42.59 2
TOP 323.06
INV IN 316.06 (3-2)
INV OUT 315.96 (2-EX.1)
EXIST.
s
GRADE
4-3-' I I 3-2J i1
84.46' OF 196.16' OF 2-EX.1
Ductile Iran ; 8" PVC i 54.77' OF
@ 0.50% @ 0.50% 8" PVC
@ 0.50%
16" STEEL CASING TO SPAN CSX
PROPERTY CROSSING. SEE ACSA
STANDARD TD-37 SHEET C1.3 FOR
ADDITIONAL INFORMATION
12+00 SSWR
S W R � 1314+00 15+00
SSWR E X , 1
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
CLEANOUT
STA 10+11.69 12
TOP 326.10
INV IN 322.40 (BUILD-12)
INV OUT 322.40 (12-10)
330_..._.__.._......................._._.. m _............._
EXIST.
BUILDING
BUILD-12
11.69' OF
4" PVC
@ 2.00%
CLEANOUT
D10 STA 10+14.60
TOP 326.10
INV IN 321.40 (12-10)
INV IN 321.61 (CAFE-10)
INV OUT 321 A0 (10-9)
CLEANOUT
rINV
+88.67
6.10
320.86 (10-9)
T 320.85 (9-GT)
2'
STORM
PIPE (RD13)
._.._.....330
PROP.
GRADE
EXIST.
GRADE
CAFE-10 I '-9-GT
14.60' OF 53.99' OF
4" PVC 4" PVC
315 @ 13.50% 315 315 @ 1.50%
................
STORM 10-9
PIPE (113) 12-10 27.30' OF
49.68' OF 4" PVC
4" PVC @ 2.00%
310 310 310 @ 2.00%
9+50 10+00 11+00 9+50 10+00 11+00
CAFE - SSWR 10 BUILDING - CREASE TRAP
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5 VERT SCALE: 1"=5
320
GREASE
TRAP
1
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