HomeMy WebLinkAboutSDP201400061 Plan - As-built 2019-08-27SITE DATA
U a
w �
OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT DAVE BROCKMAN
1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE
D TRAI V1 LAG
� � U
CROZET VA, 22932 CELL: (702)-985-9088
w W C4 =
do ve@oldtroilvilloge. com
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES
�
N M
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
K HA 1
LOC sTAX
()(0
cm Q
:50
(434)-977-0205
J
Q.
Q^
MAP PARCEL No: A PORTION OF 055E0-01-00-000A1
CDOC
Q rx W E
OO
ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005 AS� UILT ROAD & UTI ITY PLAN
V W
Z J Z
cn
USE. 7 MULTI -FAMILY ATTACHED UNITS
Q 0 W �
BUILDING HEIGHT. NOT TO EXCEED 4 STORIES FOR MULTI -FAMILY USE (SUB2014-00139)
Q V Q r Lu
.08
SETBACKS: MULTI -FAMILY USE: SHEET INDEX
FRONT SIDE REAR
5 • o' 5 • SHEET 1---------- COVER SHEET
CC Q? a Lo
O =
�. 0 00)
N
AREA SUMMARIES: LOTS 0.60 Ac. *NIC >SHBEXi cif i-if/4A)EX%Xmil
OPEN SPACE 0.00 Ac. *NIC
cc CO U.
it U_
� V)
jE*H�>G<-X �l X-X i8(4 W,)DEMOLi'�( N Av\ W. E0NDMCX Fes-
PUBLIC R-O-W 0.00 Ac.
PRIVATE R-O-W 0.24 Ac. C *NIC X4(-X- X-X-i��CR AN-
�u
(5 O
Mf V) W J;
�j° �? U N
��" 0) �
° * -
p NIC �6CX-X-X-X
9
W cc cc o N
TOTAL AREA 0.84 Ac. i%nS
PER ACRE Q/ SHEET 6---------- GRADING PLAN
bi
LU �� M
GROSS RESIDENTIAL 8.4 DWELLING UNITS
DENSITY.• SHEET 6A-------- AS -BUILT ROAD PLAN
U� w
Z
PROPOSED 23, 793 S.F. b� SHEET 6B-------- AS -BUILT UTILITY PLAN
IMPERVIOUS AREA:
W =
O a
PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING = 2 x 7 �� *NIC ) MXXX-X-X>WWD' AGEAR AW&W -
ADDITIONALLY, ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED.
TOTAL SPACES REQUIRED = 15.75 SPACES a SHEET 8---------- AS -BUILT ROAD & UTILITY PROFILES, TYP. SECTIONS
PARKING PROVIDED: 14 SURFACE SPACES + 14 GARAGE SPACES = 28 SPACES PROVIDED SHEET 9---------- AS -BUILT STORM & UTILITY PROFILES
MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT *NIC NX-><-sXXNOT &iDEETAW t` _
REVISIONS
Nov.20,2014
County Comments
DRAINAGE DISTRICT.- LICKINGHOLE CREEK o
*NICiCC-cXi-iLAC®�`1iARCdXI -
o
WATERSHED: LICKINGHOLE CREEK
Dec. 12, 2014
County Comments
TOPOGRAPHY.- LOUISA AERIAL SURVEYS, AUGUST 2012 *NIC = NOT INCLUDED
Sept. 26, 2016
DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83
AS -Built
CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
Road & Utility
FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN ROADWAY INDEX
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP
COMMMUNI TY PANEL NUMBER 510006 0237 D. ��
C LAR E M O NT LANE - STA. 10 + 48.7 TO STA. 12 + 08.0
EFFECTIVE DATE FEBRUARY 4, 2005. oo
EROSION CONTROL: PHASE I & II EROSION CONTROL PROVIDED BY THE EXISTING COURTMONT WAY - STA. 6+90.0 TO STA. 10+42.9
SEDIMENT BASIN CONSTRUCTED WITH BLOCK 11 AND
DATE
Aug. 15, 2014
EXPANDED WITH BLOCK 14. _ �{ Q� • M OXO N ALLEY - STA. 10 + 63.4 TO STA. 12 + 18.8
LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES Go
AND DETAILS. _
STORM WA TER: ORIGINAL SWM BIO-RETENTION POND, BLOCK 14, WPO 2012-0013. n �I�
THE SWM BIO-RETENTION POND WAS MODIFIED WITH THE WPO 2013-00021 PLANS.
Z O
WPO 2013-00021 PROVIDES 46,286 S.F. OF STORMWATER CONTROL FOR
a
FUTURE DEVELOPMENT.
LIGHTING. ALL PROPOSED LIGHTING WILL NOT EXCEED 3, 000 LUMENS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. o Rte 250
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH Z '~
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. O
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
Z
VICINITY MAP
SCALE: 1 "=1000 FEET
W r
�W
vj —Q
=z
W Q p:0
WJ=�>
_>06z
oC — N p o0
W Q r �w
J
�OIr
a
O F_ LU
U� J
�0
j
0 M5
m
co
Q
TH of
FILE NUMBER
o
8053
U
Jimmy L. Taggart
Lic. No.
22841 v
oNAL ENG\��
SHEET
1 of 15
II
I
�
I
•
II
ti 0
BLOCK 11
•.W N=
°
0
_\\
OW >V
0 WZ
II I
GLEN VALLEY
DRIVE
-
Q.Z J_
�� � a
� 0 w�
III
57 PUBLIC ROW
Q UQ ow
DB 4257
PG 377
JZ �N
III
�
I
STREET SIGN
rz Q Q C',
V
L O ,
I�
I
- - - -
i 12+18.8 END PHASE 1
- - - -
- - -
-
P
q EX. SSW
I BLOCK 12
�CO
"STOP" SIGN
\�
�
q EX. SW
/ ' sroP" SIGN
Q
0
�
''^^ 0 LL
v, W J
2 Zi
�n
II
MOXON ALLEY
9'
I
I
I
IL w
I
I I
1.3 '
_
2.9'
0.7' G-2
I
I
I
PHASE 1 I
I
q
I
5.9
0 6,
-
LOCK 15
LE
o> i= N
�rr Z I•
W
I,
36.5' 10+48.7 BEGIN
IF
a W g 0)
�
I I
I I
I
2+0
I
( q
�
s. o 8' PHASE 1
I CLAREMONT LANE I
Z y V!?
Q o) w
Q
IIIIII I
1.0
9.3'1.6'
1
II --
13 14
16 17
I
18
1
Z
W15
III I
II;
IIII I
I�'
1.7'
I
I
I
I
19
I
J I
�1
III
III
l,i
I 0.8
I
I
I I
I I
I
I I
9 5.9'
6.1 ' I
36.3'
0 9'
REVISIONS
Nov. 20, 2014
III
I
I
1.0'
11
+00
County Comments
I I I
I
6 + 9 0. 0 BEGIN
PHASE 1
Ij � --
I ��
DESIGN ROAD
CENTERLINE
�+ n n
COU RTMONT WAY
I
q
I
Dec. 12, 2014
County Comments
II I
III
CO U RTM O NT WAY
07
DESIGN ROAD
0 6,
r \�
I
I 2.6' o �
1 0'
1.0' 1 2
24 PRIVATE ROW
I
I
I
I
I STREET SIGN
4 I
P 10+42.9 END
PHASE 1
Sept. 26, 2016
As -Built
III
III �
CENTERLINE
11.4 1.2'
_-____
-
0.3'
L _
--- ------ -
DB 4592 PG 379 ,.,�
_�
f- J
1.3'
COURTMONT
1 5'
Road & Utility
II
I
AS -BUILT ROAD
CENTERLINE
1.6
�(
_ 2o.a'1
-
0. � -
--- -
0.4'
--------------------
WAY
II I
I I '
BLOCK 12
1.8' I
- G
20. 1'
0
CD
-
20.0'
ROLL-TOP C&G
0.6'
19.8'
0 5
-
- ---------- -------- ---------
0.8'
III
�/ I
I
II+
PHASE E 3 J
/I
0.3^
%
1.7'
---------- -----
_ __
0.8'
AS -BUILT ROAD
+
--------
0'9
0.9'
o
o
+
--
- -----0..9
--
0
,
_. - --- - -
_-------------- - - - - - - -
DATE
/
/ II
EX. ESM'T
��
0.9
CENTERLINE
I
I
I
0 9
EX. ACSA SS
4592 PG 5379 I
0 9'
DIST. BC TO
I ROW - TYP.) »STOP" SIGN
0.4' - 0.8
9. 15, 2014
�/
DBS4704ILPG
1.5'
I
4
1
/
Q
m
/I
/
"
I
I
DIST. DESIGN CL TO
AS -BUILT CL - TYP.)
I (DIST. FC TO
FC - TYP. )
AS -BUILT ROAD
CENTERLINE I
SCALE
1" = 20'
J /
a
Q a(D
/
/'I
0.7'
, 4
a
ti (D
I
I
I qP
�
I
J DESIGN ROAD
1 1' - I CENTERLINE
11111p�yTH OF
0
~ n/ /
%/
10+63.4 BEGIN PHASE 0.8 -1I
1 MOXON ALLEY 9 4,
1.6'
I
I
BLOCK 12
o 9'
I P q 5 9
I �
12+00
36.2'
6.2' 0.6' (DIST. SW TO 1
ROW - TYP.)
PHASE 2
_j
I
1.0,
/
/
I
1
12+08.0 END PHASE 1
n (DIST. ec To
immy L. T ggart
/
I
I
I
r I SW - TYP.)
Lic. No. ��
22841
011E
/ /
I
I
I CLAREMONT LANE
�
co
� D 1
SS�0NAL
O
C m
z
T w
o„
�
� w
41/ c)
-
_
Ef. .
DB
ACSA WL ESM'T
4592 PG 379
J
O r I
z
z
z J >
O
-------------------
-
oi�zROss
N
55 VATEROWE
sT RE
-----------------------
Q r
DB 4704
C -6 -- -
w
-�_-_--
PG 379
f
-
ROWCROSS STREET
55 PUBLIC ROW
a
U m
-
-
------------
-
------------
DB
4705 PG 656
0 m a
m O
/ //
-
--
I
---- -
J
I c j cl)
/
EX.
ACSA UTIL. ESM'T
DB 4704 PG 379
EX. ACSA SS
DB 4704 PG 37979
BLOCK 31
FILE NUMBER
8053
SCALE 1 " = 20
20 10
0 20 40
\
SHEET
��
6A 11
SCALE IN FEET
��
I
I
of
20' PR/ VA TE
BRA/NA CE EA SEMEN T
I I
U a
�y0
II
�
20' P BLOCK 11
DRAINA GE- EA SEMEN T I
VARIABLE
•.W N=
22
m
�
_ _ _ -c---DVWIDTHN
��'*ti \ _ _ _ _ - - DRAINAGE E
off. SEME
a
a
�
� Q O
�
\ \\
o�
0[ W T Ua
GLEN VALLEY DRIVE Ex.
II EX.
�� >J
Z 0 w
III 57 PUBLIC ROW 14
w
UQ
DB 4257 PG 377 16 EX.
OJ o
V) J Z mj N
rz
3
Q, QLo
N
_
�
W ftft o � Q �
EX,
- -7 — — — — — — \
�\
EX.
III / / /�(n
I BLOCK 12 I I I Ex.
cc 0 XX
� J ,
c IL
III
0) N
I PHASE 1 I I 1 1 BLOCK 15
I I I
o> o
�� z
I TOP=676.83 °
l I I 1.1=665.18 1
Ix L v)
III I I' 2+0 1.0.=664.53 ( I I
Ij °
? Q r
o)
NOTE: III I I I I I I I
AN ASTERISK SYMBOL * DENOTES III1 1 13 14 I I I I
C) III 15 16 17 1 g 19
III1 1
z
W =
O �.
STORM STRUCTURES AND PIPE RUNS 1 9
FROM THE BLOCK 15 AS -BUILT III II I TOP=673.90
1 ° ,, 1 1.0.=663.80
II
II I
PLANS I I 42 I
I I I I I I I
TOP=672.34
REVISIONS
III
II 1.0. = 6 6 4.6 4 I I I I
Nov. 20, 2014
III1 I I 1 1 +00
County Comments
1
1 9
I I I I TOP=672.47
II DESIGN ROAD COURTMONT WAY 1.0.=668.27 9 °1
Dec. 12, 2014
County
/ I
�I I CENTERLINE I I ° 7 I
' \ 24 PRIVATE ROW 1 1 3 P 8 TOP=671.0
III
Sept. 26, 2016
As -Bunt
DESIGN ROAD
III --- -- DB 4592 PG 379 1.1=661.73
III CENTERLINE + �_-- —
' " -— --_�-- I 1.0.=661.6
------ - --- -oo
Road & Utility
-----
J_
AS-BUILT ROAD 1
-------
-------— ----------
CENTERLINE ------- -----
I - ---
-- --------
BLOCK 12
_- -
°° OPHASE 3 +
0 - - -
I AS —BUILT ROAD — + --------------
DATE
/ 10 CENTERLINE ------------
III li — —
11+ i
Aug. 15, 2014
00 I
ACSA SS ESM T I / EX. ACSA UTIL. ESM'T I III II DB 4592 PG 379 I 2 � DB 4704 PG 379 d' I I I I 6
I � c) EX.
U IIl 9 1.16603 0 _3 83 � I
I I
Q J /II / 1.0.=662.13 ` I
SCALE
1" = 20'
Qj C� TOP=669.10 II 41 1.1=660.50 TOP=669.08 - I
TOP=669.7
Q a III 1.0.=660.30 $ I 1.1=665.68 (13) I " I I.I-661.33
/ I I.I.=661.08 (35) I - P (37)
I I I.I.=660.88 (EX. 1)
x of C� / I I 1.0.=660.78 ° 661 .33
I 12+00 5 (3.9
yr Q I/, I ( )
BLOCK 12 1.0.=661.1�
OUTFALL SHOWN AT STR.
O Q PHASE 2
� %� � � I 31 ON DESIGN PLANSy
. �/o,/JJ,
HAS BEEN CONVERTED TO 4 0
� I
Lic. No �
p 22841 ��� / I I AN INLET. SEE BLOCK 12 co -� D AS —BUILT
°�F G�� %/ PHASE 2 & 3 AS -BUILT TOP=666.95
Ss/a EN 1.1=659.85 -p rn
NAL PLANS FOR CURRENT 1.0.=659.75 of c DESIGN ROAD
� I
Z Z
T
STORM SEWER OUTFALL. � CENTERLINE
C) ITI I 31 c) Z
Q �
W
;;0 —I I
Ef. SA WL
6 � p
M'T O r
� (¢
Z
_ _ PG I
DB �1 I
z
V < a
ZJ= cr
- -
0 ROWCR S r- -�
-->
o> (LJ�
Q z
J
N a 5 S TR EE T------------ ---- -- -
� c\1 0
5, - -
PRI Vq TER -
O w -
DB 4704 I
r
� Q
PG
/ 379 ROWCROSS STREET
W
I C ROW
55 PUBLIC
I— ~ a
J — w—_-
V
— m
- - DB 4705 PG 656
�'--
m
I
------------------------ -------------
// --- _ - - - - ---- - - - -
J
W0 CO
TOP=661.58 EX. ACSA UTIL. ESM T — — — — — — — — — — —
/ 1.1=656.38 \ DB 4704 PG 379
1.0.=656.23 / EX. ACSA SS
DB 4704 PG 37979
5 \,\
BLOCK 31
I
OUTFALL SHOWN AT STR.
FILE NUMBER
5 ON DESIGN PLANS HAS
BEEN CONVERTED TO AN I I
8053
INLET. SEE BLOCK 12
PHASE 2 & 3 AS -BUILT
PLANS FOR CURRENT
STORM SEWER OUTFALL. SCALE 1 = zo
A
SHEET
zo o o 20 ao
613of11
\ SCALE IN FEET
t\ I I
AS-BUILT STORM SEWER PROFILE #11 - #5 (TEMP. OUTFALL)
11 Z9 7 5 685
685 1
o
O
680 0
680
O
Of
II
z
0
Q
IE
675
675
670
670
665
665
660
660
655
655
650
650
645
645
640
640
635
635
630
630
625
625
r2 r7 c0 co O
Lc� Lci N 0O
00 c0 " N O O
co co u••) co 00 co N c D Lr) Lr)
II cV II � II rn II 4 lid II II II
xr— xr— xCo xCD xCD x x x
LLJ CD LJ CD w CD LLJ CO LLJ CD LJ W W
0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50
DI-3B
DI-3A
DI-3B
L=4'
L=2.5'
L=8'
J
J
Q
Q
O
�
o0
�
�
~
N
'N
z
II
•O �
z
W o
z
�
Q
0
o_
I� �
la
J
la
Q
w
O
O J ;!�
O
�
�
Z
O
p
U
XO
\
\
�nT
OUTFACE SHOWN AT STIR.
5 ON DESIGN PLANS HAS
F
BEEN CONVERTED TO AN
INLET. SEE BLOCK 12
e
�
54.9' -
42.1' -
PHASE 2 8C 3 AS —BUILT
15" HDPE
® 2.92%
15" HDPE
®3.88%
PLANS FOR CURRENT
STORM SEWER OUTFACE.
143.4' —
\
15" HDPE
® 2.73�
1
1
I �
o�
�
�
c� o
C°
II
o
o
\ EXISTING
SEDIMENT
\ BA
I N
EXISTING GRADE
/
FINISHED GRADE
OTTO
=633.00
Horizontal Scale:
1 "=50'
Vertical Scale:
1 "=5'
i cc-2
1 NarEs1
1. THIS ITEM MAY BE PRECAST DR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST N PLACE,
4D00 PSI IF PRECAST.
D, CURB FACE HAVING A
WILL BE BE FEET.
NG
RADIAL CURB
4.FHE DEPTH OF CURB MAY 8E REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASE❑ AS MUCH 6S 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SU13STRUCTl1RE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
4N THE PRICE 910 IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
}�;^ � 2" R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
0MPH DR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS- IF THESE DESIGN SPEEDS ARE
-A EXCEEDED STANDARD CC-3
,•� - .'° ..a • SURFACE
SEE •. '-
NOTE 4 -d . ••d '_-a ,
BASE
SUBBASE
4,6"
2' RADIUS
71
1B" . M15IN
suRFAce
MAXBASE
SUBD9ESa
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
sv,:cFlcsM
STANDARD 8" CURB
105
502 YIRCINiA DEPARTMENT OF TRANSPORTATION
203.01
NOTE:
AN ASTERISK SYMBOL (*) DENOTES STORM STRUCTURES AND
PIPE RUNS FROM THE BLOCK 15 AS —BUILT PLANS
H °F �r�P
Ji 1,4 L. 'To rt
Lic. No.
22841
�o11Fss / 0 N A L
AS -BUILT STORM SEWER PROFILE
EX.#1 TO TEMP. OUTFACE
DI-2A
690 EX.1 L=2.2' A41 A
0
O
0
+
0
II
6859
Q
rn
11111129
675
670
665
655
650
645
640
635
d � J
}
R
TRANSITFUN BETWEEN i a 4
FIRE DIAAIMR5 WHEN
1311FFERENT SIZES OF
PIPES ARE ENCOLII'17CRE)p- �
SHE TO ELEVATION
OF WQ•'PXIINT OF
LA1ES7 P9�_
SHAPE TO
CONTOUR �
OF PIPE I
I
mJ � � m /
SLOPE To ORNra To rNvERr
OF OUTLET PIPE
SECTkk ION A -A
METHOD OF TREATMENT I DROP INLET
51'fWIHG OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IS To APPLY TO THOSE !STRUCTURES SPECIFIED
ON PLANS OR WHERE INVERT OF PEE IS +DYE INVERT OF
�
SLOPE TO QRAIh!
TO INVERT OF
STRUCTURE.�
OUTLET PIPE
MANHOLE OR DROP INLET IS TO 5E FORMED AND COhIgTRkJGTED
IH OROAwcE wfTH APPD►CJIeLF $TANOAM OR SPECIAL r]FtAwlfaC_
7h'r1~ INVERT SMApI)NG AS 11rAiLEU HEFIIEOC* IS TO CONSIST OE A
PORTLANd CEMENT CONCRETE hif% C4NFORM9IC+ TO aiJkSS A3 OR
CLASS C1 EXCEPT THAT 25x OF COARSE ACGRErATE MAY BE
UP TO 41I IN DIAMETER AND CONSIST OF STONE. BROKEN BRICK,
BROKEN CONCRETE OR BROKEN CONCRETE BLbCIC, THE SURFACE
f+
�
.
SFIALL BE LEFT SMOOTH BY k+EM15 OF HAND TROWELLING. NQi'IE
r
OF THE COARSE AGGREGATE SHALL REMAIN E}RP05fD,
,
DETAILS OF 1hiVERT 51HA3'IN6 AS SHRWN }iERE04'r ARE FOR EXAMPLE
�
"
PL1Rp05E5 ONLY_ FAC'A-I iA{WiOk.E OR 0I20Is INLET iS 7Q Sr: SHAM
� —
w0IY16UA1,LY to IJE57 It17 rrE pnittlCilLAR IN>L€7 Ar,10 041rLI;T
CONFIGURATION AND FLOW LJI
ETIOhI B_g
PLAN
METHOD OF TREATMENT IN MANHOLES
%VV°DT TAJDD METHOD F SHAPING �pE� �I
ROAD aeva aR:acl* STANDARDS MANHOLE INLET INVERTS
SNE£T t of REVISION DATE 302
106.69 VIR6INIA DEPARTMENT OF TRANSPORTATION
AfflIIIIIIIIII
Z
M
�
J
Q
EXISTING GRADE
0IQ fy=
0
685
675
670
665
655
650
645
640
635
630
630
O
r-
co
N
O
I-
00
00
't
Ln
Cn
Cn
n
0�
O�
�
O
�
N
n
cl�
Ln
Ln
I-
�
O
co
r-
co N
O
co N
LO
co C�l
't
c0 ^
Lc')
LC)
o�
"j-
O
r7
CO
CO
c0
c0
c0 N
c0 Ln
c0 M
CO N
O
co
O
II
II
II
II
II �
II (:6
II oo
II ao
II
II
II
x
x
x
x
xcD
xLn
xLn
xU')
x
x
x
w
w
w
w
w CD
w CD
w CD
w CD
w
w
w
0+00
0+50
1 +00
1 +50
2+00
2+50
3+00
3+50
4+00
4+50
5+00 5+50 6+00
SCALE 1" = 5' VERTICAL
5
2.5
0
SCALE IN FEET
SCALE 1" = 50' HORIZONTAL
50 25 0 SCALE IN FEET 50 100
EVISIONS �
Nov. 20, 2014
County Comments
Dec. 12, 2014
County Comments
Sept. 26, 2016
As -Built
Road &Utility
DATE
Aug. 15, 2014it w
FILE NUMBER
8053
SHEET
9of11