HomeMy WebLinkAboutSUB201200057 Plan - Approved Road Plan and Comps. 2012-12-07GENERAL NOTES
OWNER: FOOTHILL CROSSING INC
321 E MAIN S, SUITE 201
CHARLOTTESVILLE, VA 22902
DEVELOPER: RIVER BEND MANAGEMENT COMPANY
321 E MAIN S, SUITE 201
CHARLOTTESVILLE, VA 22902
ATTN: ALAN TAYLOR
ENGINEER. COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-J719
PRE-APPLICA TION
CONFERENCE:
OCTOBER 17, 2011
TAX MAP NO.:
056KO- 00- 00- OOOA O, 056KO- 00- 00- OOOA 1, 056KO- 00- 00-- 07100, 056KO- 00- 00- 07000,
OPEN
056KO- 00- 00- 06900, 056KO- 00- 00- 06800, 056KO- 00- D0,- 00800, 056KO- 00- 00- 00700,
OPEN
056KO- 00- 00- 00600, 056KO- 00- 00- 00500, 056KO- 00- 00-- 00400, 056KO- 00- 00- 00300,
OPEN
056KO- 00- 00- 00200, 056KO- 00- 00- 00100, 056KO- 00- 00-- 07200, 056KO- 00- 00- 0 7300,
OPEN
056KO- 00- 00- 07400, 056KO- 00- 00- 07500
TOTAL PROJECT AREA:
89.87 AC.
25.697 AC / 89.87 AC = 28.699
NOTE. • TOTAL PROJECT AREA INCLUDES PHASE 1 (16 LOTS) OF FOOTHILLS CROSSING, WHICH HAS BEEN
SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE
CONSTRUCTED, SUBDIVISION PLAT 2008-239, DB 3794, PG. 4-14. THE REMAINING PHASES FROM THE
BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION.
ORIGINAL ROAD PLANS (WPO -2007-0044) HAVE BEEN RE -DESIGNED WITH THIS PLAN.
ZONING:
R-1 RESIDENTIAL, CLUSTER DEVELOPMENT AND BONUS DENSITY STANDARDS ARE BEING IMPLEMENTED.
DENS/ TY-
ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT. ° 0.97 DU/AC
B = 50,672 SF
+ 109 DENSITY BONUS FOR PRESERVING 209 OR MORE WOODED AREAS
C = 19, 727 SF
+ 59 DENSITY BONUS FOR STREET TREES
D = 12,613 SF
= 0.97 x (1.15) = 1.12 DUA
PROPOSED DENSITY:
EXISTING LOTS: 16
PROPOSED LOTS. 84
TOTAL: 100
PROPOSED DENSITY,- 100 UNI TS/ 89.87 AC. = 1.11 DU/A( C.
24 UNITS PROPOSED PHASE 11
13 UNITS PROPOSED PHASE 111
37 TOTAL UNITS PROPOSED WITH THIS SITE PLAN (PHASES ll+ & /// ONLY)
OPEN
SPACE 1 = 2.24 AC
OPEN
SPACE 2 = 1.74 AC
OPEN
SPACE 3 = 16.87 AC
OPEN
SPACE 4 = 2.71 AC
OPEN
SPACE 5 = 0.547 AC (PLATTED W/PHASE 1)
OPEN
SPACE 6 = 2.190 AC (PLA TIED VPHASE 1)
TOTAL
OPEN SPACE PROPOSED = 25.697 AC
25.697 AC / 89.87 AC = 28.699
OPEN
SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE
SHALL
BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION.
WOODLAND PRESERVATION:
NAD 83
AREA
A = 105,4 10 SF
AREA
B = 50,672 SF
AREA
C = 19, 727 SF
AREA
D = 12,613 SF
AREA
E = 137, 620 SF
AREA
F = 13, 433 SF
AREA
G = 8,83J SF
AREA
H = 43, 768 SF
AREA
1 = 7,2 75 SF
AREA
J = 123,412 SF
AREA
K = 46,298 SF
AREA
L = 99,842 SF
AREA
M = 15,309 SF
AREA
N = 7,488 SF
AREA
0 = 8,580 SF
AREA
P = 20.374 SF
AREA
Q = 55,425 SF
AREA
R = 16, 352 SF
AREA
S = 5,076 SF
TOTAL
PROPOSED = 797,507 SF (18.31 AC)
TOTAL
REQUIRED = 209 x 89.87 ac. = (17.97 AC)
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET
SE TBA CKS:
FRON T- 25'
COVER SHEET
SIDE: 15'
�-
REAR: 20'
SUBDIVISION STREETS:
CURB & GUTTER
WA TERSHED:
LICK/NGHOLE CREEK WA TER SUPPL Y WA TERSHED
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY-
TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL
R-1
SURVEYS INC., JANUARY 2007 THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE,
R-2
AND ASSOCIATES INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING NOVEMBER 2011.
DA TUM:
NAD 83
EXISTING VEGETA TION:
PARTIALLY WOODED
LIGHTING.
NO LIGHTING IS PROPOSED
PARKING:
2 OFF-STREET PARKING SPACES SHALL BE PROVIDED ON EACH SINGLE-FAMILY LOT
PHASING:
7 PHASES TOTAL (NOTE -PHASE I ALREADY CONSTRUCTED AND PLATTED)
DP -3
THIS PLAN PROPOSES TO BUILD PHASES 11 AND 1/1 ONL Y
BUILDING SI TES:
PARCELS 1-86 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION
SWM -2
4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
SWM -3
PARCELS 1-86 ARE EACH ASSIGNED ONE (1) DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE.
STREAM BUFFERS.
THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
ESC -3
COUNTY WATER PROTECTION ORDINANCE
RETAINING WALLS.
NO RETAINING WALLS ARE PROPOSED
IMPERVIOUS AREAS
(PHASES 11- VI): ROADS. 5.57 AC
SIDEWALKS. 1.36 AC
BUILDINGS/DRI VE WA YS: 5.98 AC
TOTAL: 12.91 AC
PHASES 11 & til ROADS: 1.84 AC
SIDEWALKS. 0.46 AC
BUILDINGS/DRI VE WA YS: 2.63 AC
TOTAL: 4.93 AC
STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL PROPOSED WITH THIS PLAN FOR ALL PHASES 11 & 1Il
NOTES.
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE ALLOWED.
3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO235D,
51003CO245D & 5100JCO229D ADOPTED FEBRUARY 4, 2005.
4) ALL EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATIONS FOR WATER AND SEWER UTILITIES.
5) WATER AND SEWER EASEMENTS WILL NOT BE DEDICATED TO PUBLIC USE.
6) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
1 n MOOTHILL
PHASE II & PHASE
C*Iilk���►Lr
R19hp: 04 MAO 4 04__�
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SHEET LAYOUT
SCALE: 1" = 300'
MARCH
19,
2012
9
VICINITY MAP
scnLe: i° = z000'
LEGEND
EXISTING CULVERT
CUL VERT
Q DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PA VEMENT
EC -3A DITCH
6 »
DEPIH OF EC -JA DITCH
DI TCH
6" DEPTH OF EC -2 DITCH
EARTH DITCH
Sheet List Table
DRI VEWA Y CULVERT
Sheet Title
BENCH MARK
COVER SHEET
CLEARING LIMITS
�-
VDOT STANDARD STOP SIGN
--------200--------
EXISTING CONTOUR
PHASE 11 & PHASE III UTILITY PLAN
PROPOSED CONTOUR
200
240.55
PROPOSED SPOT ELEVAT70N
R-1
TBC DENOTES TOP/BACK OF CURB
R-2
TAB DENOTES TOP OF BOX
Sheet List Table
Sheet Number
Sheet Title
T-1.
COVER SHEET
EA
EXISTING CONDITIONS
S-1
PHASE II & PHASE III SUBDIVISION LAYOUT
S-2
PHASE 11 & PHASE III UTILITY PLAN
S-3
PHASE 11 & PHASE III GRADING PLAN
S4
SITE UTILITY DETAILS
R-1
ROAD NOTES & DETAILS
R-2
ROAD & WATERLINE PROFILES
R-3
ROAD & WATERLINE PROFILES
R-4
SANITARY SEWER PROFILES
R-5
SANITARY SEWER PROFILES
DP -1
DRAINAGE AREA PLAN
DP -2
DRAINAGE PROFILES
DP -3
DRAINAGE CALCULATIONS
SWMA
STORMWATER MANAGEMENT PLAN (PRE -DEVELOPMENT)
SWM -2
STORMWATER MANAGEMENT PLAN (POST -DEVELOPMENT)
SWM -3
STORMWATER MANAGEMENT DETAILS
ESC -1
EROSION( & SEDIMENT CONTROL NARRATIVE & DETAILS
ESC -2
EROSION & SEDIMENT CONTROL PLAN PHASE I
ESC -3
EROSION & SEDIMENT CONTROL PLAN PHASE II
ESC -4
EROSION & SEDIMENT CONTROL CALCULATIONS
LL -1
(LANDSCAPING & CONSERVATION PLAN
LL -2
(LANDSCAPING & CONSERVATION PLAN
LL -3
LANDSCAPING & CONSERVATION DETAILS
APPROVALS FDATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNERIZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
�
ALBEMARLE COUNTY SERVICE ALT(- ORITY
VIRGINIA DEPARMEINT OF TRANSPORTATION
I
HEALTH DEPARTMENT
W
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES
TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
�I
Sc 011"1I 1 �, OLLINS-
0 14
No. 35791 111.
SSI DNAL E��1
z
O
a
U
LU
z
O
w
ce-
U)
Z
0�
H
w
W
z
O
W
V)
z
Uj
m
z
g
�57
o
r�-
z
E
O
a~
¢
U
a
CO
Z
o
U
U
W
o
c�
LU>
o
o
U
o ¢
a
r
z
0O
ce
a
W
C6
�
a
�
w
D__o
w
n
w
j
�
�
F-
re
z
w N N .N -i
oo
T
o Ln r
rn
L
t
U)
z
d
0
Q
C' T
^ 0
o
U)
H U)
H �
H �
06
W�z
c �
1,j)w
^
z
LLJ
�z
T w
0 cnz
6z
� J
Y , � J
06 W O
� O
LLJ O
N o
i --i
i --i ° W
W / U
O
)�\] ry U
V / �
N �
U
Q Uj>
03
Q
��
O
�1 �0
V x
n 0
(D oc a)
_c
z T�
H 0
C
0
C3
z �
0_Y
W�
W�
z
0
U zo
W�
U
c
J z
J 0
O 0
J 0 U
H 0
_117o
o-"
T �
N
0
O c
O U
Q
O
U O
X '-
U U
U
�3
w 6 O
U°
U ! 0 0
p w
al. to °4
0
JOB N0. c
112066 0�
(nj
V>
SCALE o
AS NOTED .0
�(D
o;
SHEET NO. Q o
T-1 N
U
F- 3
VH 0 R
RSC R. COLLINS 7
U No. 35791 2�
���SI�NAL ZR /11��
z
O
n.
U
V)
LU
0
z
O
''H^^
VJ
H
LU
w
U)
z
O
H
U)
N
W
w
w
Q
z
O
a
H
U
W
z
O
Ln
LU
w
z
o�
to z
uj
�0
U ~
z z
gw
Ln 57
CL U 5-
0
C6 U
ce
H 0
LU > O
U
z w
a a
C6 O n
_ U w
ww >
Q a re
CL w
J H
z
LU N N
.-i ,-i i
`o
Ln
O
0 L1 N \
00
v
cn
O
Q
L
Q.
T
C
D
i
O
a
N
N
O U, ••
� Z
D �
t W
� W
Z
a <D
�z
D w
i cn
Dz
� J
C J
.- O
�v
v
0
o r
3 U)
c c
_ O
U
a
Q) �
U N
o �
Q
v �
Q)
L
Q
O
E
O
a -c
O }y
C� CD)
Z C
ry -X
w D
W co
z
w
V
J �
0 O
0
O�,
T 0
N C
L D
N
O
L C
Q
>
7 �
U
X 'O
O U
N i
t
p) O
cn
i V
D
O
ca
0�
EF
U •_
O
O
a �
�v
U �
O
a
C U
Dc:
U3
0 s-
D (D
Q�
0
v ul
(f)�
�D
w
,J
H` -
v
I
w
O
0�
w
-r
a
Cn
JOB NO.
112060
SCALE
1 It = 100'
SHEET NO.
E-1
v
cn
O
Q
L
Q.
T
C
D
i
O
a
N
N
O U, ••
� Z
D �
t W
� W
Z
a <D
�z
D w
i cn
Dz
� J
C J
.- O
�v
v
0
o r
3 U)
c c
_ O
U
a
Q) �
U N
o �
Q
v �
Q)
L
Q
O
E
O
a -c
O }y
C� CD)
Z C
ry -X
w D
W co
z
w
V
J �
0 O
0
O�,
T 0
N C
L D
N
O
L C
Q
>
7 �
U
X 'O
O U
N i
t
p) O
cn
i V
D
O
ca
0�
EF
U •_
O
O
a �
�v
U �
O
a
C U
Dc:
U3
0 s-
D (D
Q�
0
v ul
(f)�
�D
ll
n
2
7
2
O 3s
V)
z
w
O �
U Z
4 w
cn 2:
Q0
O
06 u
O z
O �
> O
z w
°-
O o
U w
Q-1 V)
H
LU >
a w
O w
w
V)
H
qui
L.L
z
Q
r
U)
O
oQ
<
O
,LU
�w
w
Z
T �z
i s D W
L V)
D
o
J
0 O
� U
o
U o
_ 3 �
cn
W_
Uj O
� � �q U
a
U �
D
a
Z O
O_
U i
Q
0
O N
06 Z U -N
D �,
H � � o
�U)LUD 3
V l z a
z c
aw �
� w�
�z
( � z .�
`J CL W �
V
z
J O
J J O
0 U
T
0-"
1 T �
D
N
0 O D
o
U
O (j O
x U
N s -
t D
C
O O
� � U
J q
ULU
~ a
In w E
0
JOB NO, v
112066 0
cob
U)>
SCALE °
a �
1 " = 50' o .
�Q)
D >
SHEET NO. fl °
O
S-3 C)
1 8-3
1 ;o ;
su"Am I
room STANDARD PRECAST BASE UNITS
m MAX. DEPTH (H) 25'
m VIRGINIAt "MIT MENT OF TRANSPORTATION F.0-71-2
.
_ I -1 I
I
UD -4
_
I
GEOTEXTU- DRM4ACE FADW UNDERDRAN SHALL BE CENTERED UNDER CURB " GOTER
(OVEWAP T -C)" KT TOP) PAYED SHWLMR GEOTE)(TILE DRMtAGE F)ORIC
PAVEMENT I - I (OVERLAP 1`0�' AT TOP) _� , ,
, rl� -, - ____
... ... .;,.�,Tll PAVEMENT I . � lll�
MATEIRK .�I; I It;!,C�, - -g -7,;- - ", ".'t�,!-1%4 _-VA0
.1 .:... _.
,;%;'l-% -Z�%� `.-.-4 ?dA I T . I ,z- -
OUU T RK � S. L.Re. 4.s.k . . ; _,; - � I -A-5
SL80RAIDE _
SEE NOTE I . #57 A4GREI'rATF_, M 316WWRA" OUTLET PIPE
2'�'Y` T_ �� AGGWGATE OR CRUSWID 'SEE NOTE 1 1
�_ � C4 -ASS WEETING 48 *51 AGGREGo�Tr. #5 4" PIPE
I VAVAME I ION REQLW�EWNT, A&WOATE OR (�Rutm , I,
I *I GLASS MEET&G #8
04 �Epoc Of PAVED 5HlA&yLR) GRADATIOM WW*EMEWr.-
TION CUR13 AND CUTTER SECTION
LID, - 4
UP To 0,130,*.
4S4 ELBOW
' T' 'PLEW&PATED
m Is
�l
i,
I I
L L
_( PvE-Li�ls, AmX�QA7E
. ,;_.;z4
. -t�- -
I
- NO�
XW.T� �4' M, DIAWTER
I
-
!I
41,
.
MGRADE OUTLET PIPE
It r
1 4 4
itl 41
1
v
;!i
� �
4;
".
.. - . .
. �
-
CONPIECTION _1
� I -
.11 . _1
45, WYE I
,
, - .--
, . ,
__ __ — __ ___ . �
. -
" �
I
�
kly�__ .=______________ _-, --- - __
a . .
CENTER LINE SECTION
. III . a - - ___ - -
___
I I I I I , " �.� EDGE OF PAVEMENT
'
i
i OPTIONAL VARIATIONS AVAILABLE
FOR OUTLET
' i WHEN SPECIFIED AS A MODIFIED 8-3
0
1
11-w
. �
. � .- .. - Imwm*ox-V:,3,4Z'II . � � �
[ I I I
k
�
I _lt4ff.s�ff_wlKllQLAt4tl!�
-
a ��I:�A 1.11;1*W;i-i.,.Siu.la�,�o,-�l,la.1,
� � �
I ,
�l
-
�
I
OUILET PJPE
� ;
No Srll�ALE
� .
I
SIAM= 11
OPEN GEALED . p I I I
' . .
I
I
-ES —
SHOULDER
_EP -
t
I SECTION
NON+*
WAN LIKE PAVEMItNT P ATED
I I � /-Y CONECCDON
P,
I ELLIPTICAL TEE MANHOLE
I
WE NOIE I r
I...db2- I .
I
-4't PIPE
#57 AOCMOATE� #8 AGOREi�ATE OR CRuSHED
CLASS MEET"G 08 GRADXOON REQUIREMENT,
� 46
1
I
1 I-
CURB AND GUTTER SECTION
I
I
- - .� -1 - .1 - I - I... -
I , ww.A go,
----------------- 111111111111-
I
I THRU 7r WE
I PLAN
. I I ,TJAIL 11
� 1-', e
I i � t
su"Am I
room STANDARD PRECAST BASE UNITS
m MAX. DEPTH (H) 25'
m VIRGINIAt "MIT MENT OF TRANSPORTATION F.0-71-2
.
_ I -1 I
I
UD -4
_
I
GEOTEXTU- DRM4ACE FADW UNDERDRAN SHALL BE CENTERED UNDER CURB " GOTER
(OVEWAP T -C)" KT TOP) PAYED SHWLMR GEOTE)(TILE DRMtAGE F)ORIC
PAVEMENT I - I (OVERLAP 1`0�' AT TOP) _� , ,
, rl� -, - ____
... ... .;,.�,Tll PAVEMENT I . � lll�
MATEIRK .�I; I It;!,C�, - -g -7,;- - ", ".'t�,!-1%4 _-VA0
.1 .:... _.
,;%;'l-% -Z�%� `.-.-4 ?dA I T . I ,z- -
OUU T RK � S. L.Re. 4.s.k . . ; _,; - � I -A-5
SL80RAIDE _
SEE NOTE I . #57 A4GREI'rATF_, M 316WWRA" OUTLET PIPE
2'�'Y` T_ �� AGGWGATE OR CRUSWID 'SEE NOTE 1 1
�_ � C4 -ASS WEETING 48 *51 AGGREGo�Tr. #5 4" PIPE
I VAVAME I ION REQLW�EWNT, A&WOATE OR (�Rutm , I,
I *I GLASS MEET&G #8
04 �Epoc Of PAVED 5HlA&yLR) GRADATIOM WW*EMEWr.-
TION CUR13 AND CUTTER SECTION
LID, - 4
UP To 0,130,*.
4S4 ELBOW
' T' 'PLEW&PATED
m Is
PIPE fs FtWORATEI) _,.i z—
I - r;OINNECTION
- ----, 11
I I
L L
_( PvE-Li�ls, AmX�QA7E
I - -
-
PRIMARY DIRECTION - MMCH WITH
- NO�
XW.T� �4' M, DIAWTER
OF WATER FLOW � DRAINAGE FAWC
LAYER
SUKIASE LAYER , I SJUBGRADE
�r
INON PERFORATED 4.
MGRADE OUTLET PIPE
1
CUTLET PIPE (Typt")
1 457 AC411COATE, #8 A00K,dATF OR C"HED
SEE NOTE I� I
4 51 ELBOW I
L
1, ��14 !�_O� GLASS MEEIM III ON REQUREMIBNT�
CONPIECTION _1
I '' UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
I
45, WYE I
I
CONNECTION I
N.
I I -'--go' TRAVEL LMM
I C! 11) I , \
CENTER LINE SECTION
� � -
FAY LUTS
I I I I I , " �.� EDGE OF PAVEMENT
'
TION
FOR OUTLET
V-011 mm�_
TRENCH PLACEMENT
PFE T&
BE�M_WITH
11-w
� _
ISMOOTH WALL RE 70 PSI XXA
16 M),
45* ELBOW
EW -12
)( WALL TWO(MSS (MIN) - *11CHES
- - -
6�zqa §P6 6 - 6 Fie e "Nt,__
�Le -
�,. .2�> -�' -0 =XCT MATERI& TYPEIORK
. _ be
(TYPICAL) ___,:rZ
�
OEOTEXTEE DRAINAGE FABRIC L 1`9L.
OUILET PJPE
(OVMAP l' -O" AT TOP) 1 17-
No Srll�ALE
DOWN OWE
____________ _____ -_ ____
OEOTEXTtE DIRAINAX FABRIC PAWED $HOULDER I
(OVERLAP r-Ol AT TOP) I I
-----,----,
LONGITUDINAL PERFORATED PIPE
-_ _____ _____ -
UD -4
I
5TABILIZED OPEN N0,270 AGGREGATK
�
TYK OF PIK RUSHING STRMTH
-
GRAMD DRAWE F0kVtMWL_mr ,5iL v - , I I
,� __ - a-
- NO�
XW.T� �4' M, DIAWTER
,�,�� "
'I
LAYER
SUKIASE LAYER , I SJUBGRADE
SMOUTH Wx_1 PVC ,*3 1 -
-
I - —
MGRADE OUTLET PIPE
Eow- -- I AASHTO -252
,
FILL X -dA— COMBINATION OVERDRAW +
1 457 AC411COATE, #8 A00K,dATF OR C"HED
SEE NOTE I� I
a I SHOULDER LINE
L
1, ��14 !�_O� GLASS MEEIM III ON REQUREMIBNT�
UTLET PIPE FOR USE
I '' UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
I
A�M I-- --I
____ I
EEDGE PA D SHOULDER) I
I
I CRUSHIN STRENGTH
TYPE OF PIPE
I
N.
I I -'--go' TRAVEL LMM
I C! 11) I , \
CENTER LINE SECTION
� , - rl
XIWN�3T 4"' TNOM�VAWTER
I I I I I , " �.� EDGE OF PAVEMENT
'
TION
r _L SHOULDER LINE
,
� 103
1 'I'
TRENCH PLACEMENT
(FOR USE WITH STABILIZED OPEN -GRADED DRAJNAGE LAYER) �
- . . ........ .
11-w
� _
ISMOOTH WALL RE 70 PSI XXA
16 M),
LIMITS OF PAY FOR
I .
UNDERDR14N SHA,L BE CEN7ERIED UNDM CUPE ME GUTTER.
)( WALL TWO(MSS (MIN) - *11CHES
- - -
6�zqa §P6 6 - 6 Fie e "Nt,__
�Le -
�,. .2�> -�' -0 =XCT MATERI& TYPEIORK
. _ be
)(XXTESTED ACCORDINO TO A$TM 0-24112 AT 5 % DEFLECTON�
OEOTEXTEE DRAINAGE FABRIC L 1`9L.
-
(OVMAP l' -O" AT TOP) 1 17-
_-
LY -W,
DOWN OWE
SIAM= 11
OPEN GEALED . p I I I
' . .
_tz====2T_
-ES —
SHOULDER
_EP -
;, , I
DRAWAGE LAYER _ . . -.1_4 I - SEE NOTE 9,
.,��,
- - ��
SLeBA$E LAYER 11 �_A__
NON+*
WAN LIKE PAVEMItNT P ATED
I I � /-Y CONECCDON
P,
.
� SItV GRAM nrt P j
_E I I ___ = / J`_��
- - .�_ -111 - .
WE NOIE I r
i-_ ym._ ::4
E 0-
-4't PIPE
#57 AOCMOATE� #8 AGOREi�ATE OR CRuSHED
CLASS MEET"G 08 GRADXOON REQUIREMENT,
1
STTI� UD -4 IRE00. -/ ID, UD -4 REO�D�
11
CURB AND GUTTER SECTION
SHOULDER 11
(FOR USE WITH STABILIZED OPEN -GRADED DRAJNAGE LAYER)
a
4"INI31,24C10FL� 6-tunu-01AMETERI
- " - -
l0J.Ll"5"3
FAVEWNT I 4,
. I I ,TJAIL 11
� 1-', e
NOTES,
n I a
It
I, 4't MINIW^ PROVIDED ATTAN94G MINIMUM 4" Of AGGREGATE ON TOP OF PIPE
EDGEDRANS IN GORE AREAS
2, WHENt THE LONGnlMftAL PIPE CONINECTS DIRECTLY INTO A DRM"E STRWTUK
SWOTH WALL PE 70 1 7O mEwwil
GMP INLET, MANHOLE, FCTJ, NON -PERFORATED OUTLIET PIPIES ARE NOT REQUIRED�
-
w - v w w w - ,
'a 0 a a 0 a 0I,,0 , 'a .*_3"ASE ON CEMENIT STABILUCR
0 .ft m n 0 m 0
"IASE
1
3. INVERT ELEVATION AT OUTUT END OF OUTLET PIPE TO BE A MINIMUM OF I' -(r'
.
i ,. (CEMENT OR LIME STAMILIZED)
K WALL THICKNESS IWO - INCHES
ABOVE INVERT ELEVATION OF RECEIVNG DRAINAGE DITCH OR STRIUCTURE�
#57 AGGREGATE, #a AGGREGATE OR CRUSHED
'GLASS MEETING 108 GRADATION REQUIREMENT$.
*X -X TESTED ACCORDING TO ASTM D-24-11 AT 5XIDEFLECTION.
k ALL CONINECTIGNS (ELBOWS, WYESI, ETC.) WITHN PAY LWITS FOR OUTLET PIPE
0J521
� - I I - - .
I I
ARE TO BE OF THE SAW CRUSHING STRENGTH AS THE OUTLET PIPE.,
AFLED WT`H AGGREGATE AM THROUGHLY HAND TAMPED TO
1. TKNCHCM
"O 'CIA- : SIDEWAJ_K OR
068C
INSURE THE
APPROACH SLAS PAVEMENT
ENTMCE : UNPAVED SPACE
5, OUTLFT PIPES ARE TO HE INSTALLED ON 2% MIN. 0 % DESIRABLE) GRADE AND
KRFORATED �
LOCATED EVERY 350'WMIMUM OR AS NOTED ON PLANS.
1- UNDERDRAIN
PV'�_� - '
,
15� OUTLET PIPE TO DIE SECURELY CONNECTED TO EW -12 CR OTHER DRAINAGE
�
- TKINCH WITH UK
III Nff4'R,k'N
� ID AGGREGATE - PIPE I
STRMTUW.
.
_ i
7. WITHIN TK LVATS OF A. COMMERCIAL ENTRANCE, NON -PERFORATED PIPE SHALL BE
REQATF BASE MATERIAL TYPE I
%m NO. 11B (IS" WK DO")
i�il
I UTILIZED IN LIEU OF PERFORATED PIIPE�
;
"HLINE ROADINAY T
.L
I)- THE LENGTHI OF PIPE BETWEEN THE WYE CONNECTION AND THE EW -12 SHALL BE
. UMITE I 1) TO NO MOK TKAN T -O' TO PER)AT CAMERA NSPECMN OF THE RAN LINE
ST'O. CURB
& GUTTER
Ott"IRDRAIN BETWEEN THE LUIS Of STID� CURB
�WILL �
,
W4 EnTER DtRECTIOK
S. PLL CONKCTMS (ELBOWS, WYE$. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO
TRANCE r
COMARCK EN ,VRB RETURNS & GUTTER
BE OF THE SAW CRU"Q STRENGTH AS THE OUTLET PIPE.
I RRI,-K AS
K NOR-PERFOR4TED PIPE, �
9. IN SITUAMNS WHEN FILL, DEPTH OF STABILIZED OPEN -GRADED MATEfh& CANNOT
STRUCIURE.
SPECIFICATION
REFMENCZ
CUR AND GUTTER, NO. 218 AGGREGATE SH&L, BE USED
0
IlLor
.
23n
(AT GRADE SAGS AND BRIDGE APPROACHES)
NMR TE%
U AV
NTS
WIX-vm
NO, 21 8 AGGREGATE MAY ALSO BE LrSFD FROM TOP OF STABILUED OPEN -GRADED
VIRGINIA DC*ARITMENT OF TRAN51PORTATION -w
1
MATERIAL LAYER AND CURB AM GUTTER.
I
�
SKMCATION
= c
')
Q)
I I
'\VCKJT
REFERENCE
>_
ROAD *0 BRIDGE STANDARDS
240
<
LU
I-_
Z�r$
=
REYIMN DATE
SHEET 2 CF 2
50i
VIRGINIA DEPARTMENT OF TRANSPORTATION
()
<
_j
70,
w
1
=
M_07
LIJW I . � �.W!v I. -
STANDARD PAVEMENT EDGEDRAIN nr=11,11cl
ROV APO BRIDQE 5T*VA0k.0$ 240
�
SHEET I C9 2 MVISON DA I TE 2s&
-"I
M.04 I I v*o"A DEPARTwNT oF rRANSPCIRTAT�DN I I I � 701
- � �
. C70-1 1
- .---.--A I I __ 11 I 1 EW -12
�6::�---*-, ----*,--- 1 7� ___ rJYPICAL)
"'
C T 11 rPAYEMEN' 'lop Op 11147 FAT LIKII�� ;L _____
-_ -,zt�, ` , "�"`
"I —,= � C047LAIJ PlPit� ,I;
� - SE IF 4*1 /
I - ___ _EE�� � �, S)HRA PIECIN W11 � , �_l
butiGRAO EL13a* _z:::::;i;'l
I - OfT01i L WL __
. FIL _� _," E FE , "�,/;
T! - , __ � _� "' � UNF ./ , , _. I
I'H - -
�
.l." / I
�_F G!�'. F �iaF F , 6 K - \ / I -
COMBINATION UNDERDRAN CD -1 AT LOWER END OF CUTS - __�� ___t" �,_l
6; *_1 /
CENTER LINE SECTION �l TR , A , VEL LANCS _/ " lg,e 4"IN " I
(It#.*! I -1 �'Y�'E lktIECT N(AM:VRIA0 , " -, I - - � - - - 1_1__ __ _r�
-_ 'Ir -_ -
I , ? ,
F,___ - — /
EQCiF CF PRVEWNT *I /� PAY LWTS ff.,R
,
L
, I BEGN Wy7ff +5'
, riLLOCIR. i l8r,.' __
-1
Z 14 Y'll /I z I z - 0-13uff
1 � PAVEmz"I sufu7m;c !, 13A_ -E __L%ltz_3rLvr__l - TGE OF FLL
I I , �
. r - —
_ -
I 1-1 ty - G 0 a C) p I Ili 0 0 C, __ 21-111 I
�
0 0 0 v In C. C, 0 'ns c� a 0 0 0 0 11 M,t _." - I�FIIJH81150L' If-/ -4*`12 I
-1, � �� � Q . , 0 0 ll_�� t'TYpIrA4,'.t
, . ?61-1?6IT) 0. 4� SELr-C.7 MA-ERIAL 7YPETC-7rf
_ - 0 % : 6 1�1 & ',�, a 11 tia — -
N- " � , ,,I -.'r . 1�
v!�Illt' ' '
. , , , 1 '�-�� #61 AC4�ftGATE, #8 9�A;R.B,Al�� Q,R CFtusslim
_1_ * .. C��_061_� VEE"TINio 48 GFAGAT�,CJN REQUIREM=,w,s�
I ..j.�
I. I,"_ n., I , "'�'--- GEOTEXT* E DRAINAGE FABRIC PLAN VEIN
- �PLACEMENT OF CD -1 COMaINATliON UNDERDRA9N)
OR
-
/ / / / 41 / z / -_ 1 "I -- flAvEI&-lJT ',AA1,F,4�E & 8X5E
a, , 1� 0, 0 0 m 0 0 _- Q, _tt�-- 51UHHA5L OR C*rNENT S108110'G 'SUBBAS'E'
I -
'00 r� 0 0 __ 1.11 0 t� 0 a 0 f� 0 0 0 0 a 0
1 - G �, 1 - ECT, MATERIAL TYPERrN7 15L19GRADE
,-VIY, �;, " ,�� ��,,Y4�li,� -o-
��, � �
I 0, '01c�",' - 0 , " � t7I r�(IJEVEIV �ljf_ UK STA81UZEU)�
.
_' - '--*5? A�,ORDOATE, 48 N3,0RE(ATE -p - tpj,AHE---,
- ,F _
KOPEXT E � GLX55 MEETING #6 GRAVAIKYN 14�q04REW�KT,;,
SRMA�Z GENERAL N07ES
I
FAB,Rf- ll-,lp
� - - , I , �
11 iJw,Fl;a �Krltl�'Orlmk.Ay lm(,�ICIATFD. GIOVIRWATMN LNOERPRAA Wlk�, NOT Or
'
LDCATEi( AT T��, PCiK7 WKN ,BOTH SUMASE ,-WD SLeGRALE ARE STABILIZED.
?, TRIEN'OH Sf�,&', BE HU -ED WITH M.GME-GA&E MD THRA%X*HLY HAND f^*F'kXG �O
I
P4$UAf CI:"lMPKl(N�s!_5
NCIN�PERFCIRATED OUTLET PIPE �. OLITLET -9K S114L DFG;N AT THE EDQ� QF 71�C TRAVEL LANE PAVENMT ,W0
514ALL BE P , Ukar, CN A '4PADE, PARAI-I-EL TO THE SHGLLMR 5-_DPE 2 % VK_ 0 %
DEF19.Abl-F) r;;R,ADF_
L
CRUS�ING S7RE'NOTA 1 4- ON CUftS AND CUT'TER &�C'TIGINIS,WHCRE jr IS �Wa�� -C TO -nTFEROBE PRO'nE
TYPE OF PIPE '� - CUTLETS FCR UNDEKA!&NS� Tlfry A.R-r FG 12E Ll��CAJEP 50 AtS TO Qft&N NTQ DROP
.V.Tl* - P40M.. DAME IER * . cr Nom, rx-, f" HLETS OR ml%V10i,Es,
"
�
5MOUTH WALL PYC _ J04 1 w-�3 5, 0 iuFtfiiLEVOib 5EC;Vl,lN,5, TRFj4f,-4 ',% �Q lit VO R EN11RE rAVEw_.,NJ AK�A
5WOOT11 W&L RE I m �-Sl xxx 70 PSI XX)t WJH flvFLFT PK i)N 1],Ow 1%"E ONIL.111 1
5� NVERT ELEVATION AT $OUTLET ENV Of' Di'LET PIPE TO BE A kV4'mjM OF I' -O- MC-1WE
RIVERT El-DiNTION QF W-C.BVING DRAINArJE, 011iCA OR SVRUCII,Ri�
7, k, ��, �,(]Nht-,'QVE0N4 kl�WWoW�;� WY� I I " F (� � ,
-- WkIL �HIUKtk',!;S teMj'q� - L P4t.4� , , $� (�'�J WWMN FlAy Lmt)� 8 011.1" FIK *,I, lIu)
[IF CF TWF SAvF. CRUSWK !�TRFWik kS THE CUTLET PPE.
XXX-T`E�S_IED ACCCRDPtG TC A57M 0-2412 A7 5t.DFrL7__CT_3*K. I I
8, W -TI El PIF-, Tl� BE �ECir�-�-_Y [;QP414EGIEFJ --O -E-W-17" 0,IER DRAIINA(Z
sl�plC;F-hj0E,
� 5PECIFICATION
REFEWENCE
STANDARD COMBINATION UNDERDRAIN _
tEv wo� (AT LOWER END OF CUTS) ?13-7
Z;Cl
777�-ICA
`,,qPC,NA DEPARTWENT OF TRMSPQIRTA7IQN ___ - I
ID T
FINAL .vJ_JAN GENERAL NOTP
.L.L:is_
NEIV, E.R1 CO-N—DITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y
CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1-800-552-7007).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF J FEET OF COVER MEASURED
FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS, AND WATER LINLF-S, ETC.
7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF 7HE LINE.
9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER.
.
� -------------------- --- --- __,_, ------- "" - - ---- ------ - - - - -------- --,-"-- ""--,---",--,-"--,--"----",', , - - ------- . . ............. -,----,,- __ ,-",
i __
� I i.
I
�
�
I
�
I I
Z�
Z.
I
I I "' - .
i � F" Ae'-- - �� I tj r!
�� I L ',I -1 A�'),'ANIZED ' YOTINE-7, " P`C�J ,"T
�
I - i -ARIE� ' " 'i � : , __71
; r- � D ::N'r_:_� :-'i0,7CD PLUE 1�'�t RE,V,,C 1. AREA'--"
i .1 i ,
,- � - - 'CI, , -F _' _,ir_A',IKlN iklAY ,-�E �!_!Bl'_
i AQ r ,. I n%� �: --- i - -z 4,'l,oF I,', .' L, I 1 ,
I I - - - � H -1 I - -
I j,
I � 1") Hk,�'i',r!/�,f UIAR�,',,I�_� &[>I��,:�(),,111',O_
, I - ,!L,i 41 I
; x i�
-
-
i -
I
I
I I:
I j, 11 -
I I� FlllRSriF1'_' ,,'_-,,FA7___
j�
�
I
, k \.,�,
� 1
$� _,�? , �-�_--- _ -
, 0.1g,"I �*-'��r--"-�-,-"-,,---�,,'�-,--', 1. __g g 1, 1�ill�_
, p ,,�. &
" t.", ,"
g
I ,gr,
I- i , W
I I 1w
,0�0
.
I- '%� _�mt
i - ____� -_ I " -_
I �� 171 a �
i I Z
- i W - �,-r
� -
L I
I : , ' - � I I - T' P I E VALV E B 'IX 1h, � L � D
I . I ,,�t.. -1 ;
� �� 1.11- -
- - --
� 1 I� IFIX11- 66".1 /
I �
I
.
I 1 6 - � I, It
-1 L, 1- -k
� = I' � ! j qj
r ,
I �E �/ I -
I %
I 's ; I �,l
� I �y 1 1 ;�,.
I
I I�T '.
! ll�l �lt A
�� I f�� I �
I �� 1 1--'], I
I � � , I
i I zj
I ,� I � !�
� ,�, � - i". i I
I
s I �k
i I 1 - I
,
I
-
I if I � t ��
I
, -
� iL _71 , - - , j
I I F �,'A, � GATE VALVE
I
I f I
,
,
I f t
I
I � ,
I , � I'll.- 111-111- - , �xz
_____ 11
I;_ -i
,
� � _ . .... . .... . _____l -
I I �� 11 ,�
I 11 -_
I i . !
I / - , , "t __ " 7111-1111- - ,1_11f I ... � i . ...... e I 1,1111 11-11111- ll__l_ll______.__
I I t , I I I "
, , ,
: I - I h � 1, -1 -, " ,
I , I ,_.�
I , I � , I 1� ; _,,�u
, , , ; � � 1 : � k
, ,
� i 1 I , 1 i ; t
I �� 1 � � 1 � I ". I � �_ , 1)
: .. �,A,�A 7 E-R ,, , -, - Ll�ilE �
. I
lll� - ,,, h 11 t -
, I .. ............ - � I f %
I 'k - � , �k /
I / \ I � I , ,; I
i , _`2 1 , I I 1 � I %
I ( ) 1 I � I " � ,� " � I f,
, i �
� � -� ` ` . , , - � �
, � �,� � , ij ` , I "I /
, ` I / , I r \11 p I. ,
- I v, P 11, ______ - ------- -
I , I ,
I ____ ____ --------- - ------- - __� , , , __ __ __--- - -1
I L" ; V �1 - _� tl;",. "ll
I I
I / / . . . I 'III,
I I
- ,
I �,�,Oo P,�,�.l. .11 I I I 11
I / -1-1 \
� C 0 Nl,':�: F E T E 11 � IT ,�, , -- 2�x 2' BEAFIII,V_�ARIA.
I
, - /, �
� THF,_�'_ �3:_(:,(� \ �/,, 1-11.1.
i
; �11 � ,
;
I
I I
I / 1 4' < . , ,
! i I . 4
�
I
g
I I/ , � / 1,
I I Iv I
I
e___l__ 11-1- .... �_ _:__X_ 1-111.1 1111111111111- , 1
i
I
I
I
I
�
; N ") it E ;N ��LhAl`_,! �,,FEA'.5,. V,A.LVH B�),',,',-, ,�HA;_I_ E;Xz'E�D ��-,:.'," 'ej) ll-,IILK'� il,'r',0VE I�P,,M
�
I
�
� �
�
i TYPICAL GATE VALVE
I
I --------
I
I NTS
�
� F � G "N - 11
�
�
TD _'�
I I
I CD- 2
I
� I
r,�_,_,�V:e��",_, ��__
��5�;����,,�l\-",��-;"-"�\"� __ — , , ,Z, "
I I , �, \�,z �
, ,� it 1,
" "
, I '_
, I I�'
,�,��,-�,,;�,5��;;��'x
N
.Ak LIMITS OF PAY FOR
PIPE
I I'-, I , "I
I � � .1 -
-, -,�4 ,�I�j I . �, - ,
"', �
OUTLET PIPE
___
ir
,�,�� "
'I
PAVEMNT TOP Or CMUT I
CY-G"
-
I - —
SUBBOW - TOE OF FILL
AVE EW -t2
DI -11"
,
FILL X -dA— COMBINATION OVERDRAW +
DIT (TYPICAL.) I
a I SHOULDER LINE
�, 1 �,, � -
, _ I -
11 �11 117, �11 LAR�S�_ � r I, I
, - I __IAN I I Ild AidY
-1 �IIII I"
�',I,j I
I
LINE - 11
I ,L
E U>W OF PAV5MMT
I
COMBINATION UNDERDRAIN CD -2 ON FILLS
N.
I I -'--go' TRAVEL LMM
I C! 11) I , \
CENTER LINE SECTION
� , - rl
(VATH TYPE 1 SELECT MATM010
I I I I I , " �.� EDGE OF PAVEMENT
'
21-6ft
r _L SHOULDER LINE
,
0
TRENCH PLACEMENT
11 EW -12 .;j 3 TOE Of FILL
11-w
I
/ / / 1-1-1-- .m* -PAVEMENT SURFACE & BASE
LIMITS OF PAY FOR
0 to 0 0 a 0 a a a a
cc cocoa a coca cc coo a 0 �w SUBBASE
I
OUTLET PIPE
- - -
6�zqa §P6 6 - 6 Fie e "Nt,__
�Le -
�,. .2�> -�' -0 =XCT MATERI& TYPEIORK
. _ be
PLAN VIEW SHOWING PLACEMENT OF
1. ------- #57 AIGGREGATE, *a AGGREWE OR CRUSHED
CD -2 UNDERDRAIN
01 ASS MEETING #8 GRADATION REQUIREMENTS,
_-
LY -W,
a06TEXTILE I -a -
AGE
01 -Ir
NON -PERFORATED OUTLET PIPE
�l t� �'�l _" tL-, FL-) I I �, j �.- � 6, � -'-,�a,,-<
411-3m
I
OR
L
CRUSM40 STIRM H
I
4'-7-
� L
TYPE OF PIPE
121-00
a
, - "", -,-,T _-
�,� <g� ��11/
,&// C D
��Z�� ,/-"7z-;�7/', , 0ND"('_lNS A R E UI�d T" DI -2
��- , �"" ,�,-,-, , ".".
j .".�,,,� � ,< _,�,,�ml_ll 'PIPI_-�
4"INI31,24C10FL� 6-tunu-01AMETERI
- " - -
l0J.Ll"5"3
I Ot�r
. I I ,TJAIL 11
� 1-', e
&-SVe
SMWTH WALL PVC .103 — i i
, �,, �
�\l
Ke�'_� ��
...
��lm,_�_0_11 - �
�, e4llll�
,w*, PAVEMENT SURFACE � BASE
9-1/4- 1 O'-tW' I W-2' I
CMC YAVS OF CONCRETE
SWOTH WALL PE 70 1 7O mEwwil
I
w - v w w w - ,
'a 0 a a 0 a 0I,,0 , 'a .*_3"ASE ON CEMENIT STABILUCR
0 .ft m n 0 m 0
"IASE
..,
..Al,. 6116 -a*- SE -ECT MATOWL TYPE A OR SkXmW
.
i ,. (CEMENT OR LIME STAMILIZED)
K WALL THICKNESS IWO - INCHES
GEOTEXTILE
#57 AGGREGATE, #a AGGREGATE OR CRUSHED
'GLASS MEETING 108 GRADATION REQUIREMENT$.
*X -X TESTED ACCORDING TO ASTM D-24-11 AT 5XIDEFLECTION.
DRAINAGE V-0"
FABRIC
0J521
GENERAL NOTES
I
AFLED WT`H AGGREGATE AM THROUGHLY HAND TAMPED TO
1. TKNCHCM
" " � , .
HD CO' I
- ,,,U ACTF-F, -�![) ALI S_TP-')k,'S f-�:1vv,?'l_C `�H A �l ' i3L,XANS ' I- `]G, 61,
068C
INSURE THE
APPROACH SLAS PAVEMENT
2. OUTLET PIPE SHALL BEGIN AT THE OF THE TRAVEL LANE PAVEMENT AND
SHALL FIE PLACED ON A GRADE PARALLEL TO THE SH"OER SLOPE 2 X W, (=
I
DESIRABLE) GRADF_
-2 SUBGASF
3. ON CUM AND GUMR SECTIONS,, WHIM IT IS IMPOSSIBLE TO OTHERWISE PROVIDE
CID
�
OUTLETS FOR UWRORNNSh THEY ARE TO BE LOCATED SO AS TO DRAIN 04TO DROP
1.60
51-0
INLETS OR MANHOUES.
' 2.Wl
REQATF BASE MATERIAL TYPE I
%m NO. 11B (IS" WK DO")
4. OIN SUPUELIEVATED SECTIONS IS TO BE UNMR ENTIRE PAVEMENT AREA
VAL',"E
;� � I �� I "i I -P
4 TH , E ,�,A-97 ' , 'A,.V`� il: ALLGA,V" IN ',,K,'jl.CDnR C)R -, N !'I, � TIH E C �T �_ I-'
WITH OUTLET PIPE ON LCIw
I
�
5, INVERT ELEVATION AT OUTLET EM OF OUTLET PIPE TO BE A MINI" OF 1-0" ABOVE
-,
\ " �)l METER
INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
PLACEMENT OF CO -2 UNDERDRAIN AT
S. PLL CONKCTMS (ELBOWS, WYE$. ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO
-
s- V)
0 �
0--1
BE OF THE SAW CRU"Q STRENGTH AS THE OUTLET PIPE.
I RRI,-K AS
7� OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE
R EQ I, I � I-- I i__ - - I J. -I ,I, _�, , �l A I
� �UIRELD ;C,'�', BE 1H 'N�,'_�-1 AIR---,, T IF �AfF-," H _IL C - -1 I - L i�E
STRUCIURE.
SPECIFICATION
REFMENCZ
STANDARD COMBINATION UNDERDRAIN
.
23n
(AT GRADE SAGS AND BRIDGE APPROACHES)
501
NTS
WIX-vm
701
VIRGINIA DC*ARITMENT OF TRAN51PORTATION -w
1
TE) - I)
—
FW -
ID T
FINAL .vJ_JAN GENERAL NOTP
.L.L:is_
NEIV, E.R1 CO-N—DITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y
CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1-800-552-7007).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF J FEET OF COVER MEASURED
FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS, AND WATER LINLF-S, ETC.
7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF 7HE LINE.
9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER.
.
� -------------------- --- --- __,_, ------- "" - - ---- ------ - - - - -------- --,-"-- ""--,---",--,-"--,--"----",', , - - ------- . . ............. -,----,,- __ ,-",
i __
� I i.
I
�
�
I
�
I I
Z�
Z.
I
I I "' - .
i � F" Ae'-- - �� I tj r!
�� I L ',I -1 A�'),'ANIZED ' YOTINE-7, " P`C�J ,"T
�
I - i -ARIE� ' " 'i � : , __71
; r- � D ::N'r_:_� :-'i0,7CD PLUE 1�'�t RE,V,,C 1. AREA'--"
i .1 i ,
,- � - - 'CI, , -F _' _,ir_A',IKlN iklAY ,-�E �!_!Bl'_
i AQ r ,. I n%� �: --- i - -z 4,'l,oF I,', .' L, I 1 ,
I I - - - � H -1 I - -
I j,
I � 1") Hk,�'i',r!/�,f UIAR�,',,I�_� &[>I��,:�(),,111',O_
, I - ,!L,i 41 I
; x i�
-
-
i -
I
I
I I:
I j, 11 -
I I� FlllRSriF1'_' ,,'_-,,FA7___
j�
�
I
, k \.,�,
� 1
$� _,�? , �-�_--- _ -
, 0.1g,"I �*-'��r--"-�-,-"-,,---�,,'�-,--', 1. __g g 1, 1�ill�_
, p ,,�. &
" t.", ,"
g
I ,gr,
I- i , W
I I 1w
,0�0
.
I- '%� _�mt
i - ____� -_ I " -_
I �� 171 a �
i I Z
- i W - �,-r
� -
L I
I : , ' - � I I - T' P I E VALV E B 'IX 1h, � L � D
I . I ,,�t.. -1 ;
� �� 1.11- -
- - --
� 1 I� IFIX11- 66".1 /
I �
I
.
I 1 6 - � I, It
-1 L, 1- -k
� = I' � ! j qj
r ,
I �E �/ I -
I %
I 's ; I �,l
� I �y 1 1 ;�,.
I
I I�T '.
! ll�l �lt A
�� I f�� I �
I �� 1 1--'], I
I � � , I
i I zj
I ,� I � !�
� ,�, � - i". i I
I
s I �k
i I 1 - I
,
I
-
I if I � t ��
I
, -
� iL _71 , - - , j
I I F �,'A, � GATE VALVE
I
I f I
,
,
I f t
I
I � ,
I , � I'll.- 111-111- - , �xz
_____ 11
I;_ -i
,
� � _ . .... . .... . _____l -
I I �� 11 ,�
I 11 -_
I i . !
I / - , , "t __ " 7111-1111- - ,1_11f I ... � i . ...... e I 1,1111 11-11111- ll__l_ll______.__
I I t , I I I "
, , ,
: I - I h � 1, -1 -, " ,
I , I ,_.�
I , I � , I 1� ; _,,�u
, , , ; � � 1 : � k
, ,
� i 1 I , 1 i ; t
I �� 1 � � 1 � I ". I � �_ , 1)
: .. �,A,�A 7 E-R ,, , -, - Ll�ilE �
. I
lll� - ,,, h 11 t -
, I .. ............ - � I f %
I 'k - � , �k /
I / \ I � I , ,; I
i , _`2 1 , I I 1 � I %
I ( ) 1 I � I " � ,� " � I f,
, i �
� � -� ` ` . , , - � �
, � �,� � , ij ` , I "I /
, ` I / , I r \11 p I. ,
- I v, P 11, ______ - ------- -
I , I ,
I ____ ____ --------- - ------- - __� , , , __ __ __--- - -1
I L" ; V �1 - _� tl;",. "ll
I I
I / / . . . I 'III,
I I
- ,
I �,�,Oo P,�,�.l. .11 I I I 11
I / -1-1 \
� C 0 Nl,':�: F E T E 11 � IT ,�, , -- 2�x 2' BEAFIII,V_�ARIA.
I
, - /, �
� THF,_�'_ �3:_(:,(� \ �/,, 1-11.1.
i
; �11 � ,
;
I
I I
I / 1 4' < . , ,
! i I . 4
�
I
g
I I/ , � / 1,
I I Iv I
I
e___l__ 11-1- .... �_ _:__X_ 1-111.1 1111111111111- , 1
i
I
I
I
I
�
; N ") it E ;N ��LhAl`_,! �,,FEA'.5,. V,A.LVH B�),',,',-, ,�HA;_I_ E;Xz'E�D ��-,:.'," 'ej) ll-,IILK'� il,'r',0VE I�P,,M
�
I
�
� �
�
i TYPICAL GATE VALVE
I
I --------
I
I NTS
�
� F � G "N - 11
�
�
TD _'�
I I
__
; I __ rAj cm
I �� - � I
I S —11 trxz I It
I I
I I
-*-- 0 T I b
� I � - ---*- -,,- " '* I I I I
. III SHAPE TO BE BEVELED � - I
I - -7 -, [, =��_T� -1 -
I ,
I , ,
� H WITH MORTAR $: - - -
I / I I
I I D I s:v I
t
.1 , u - - - - - - - - - - - - - - - - I
- - II-_ - , 0
- \ � f-cir), , , "'
% , �,_ j . / 00 NOT BEVEL INVERT -; � �
- - - i
- I
— I -, I I
I - �p% _.J �, -CW I
�
I I I :::�] j
I 0 L OP 1 �--C----tl I
� �
� NOTES: I
1. "W MAY OF RMJCM UNTIL "X" REACHES A MINIMUM Of 4- WHICK MWALL 8. gVU
DPW
MatpEOUIRED ON THE HEADWALL AT THE INLET END Of THE I
OVE SHOULDER Lt&.,IN 140 CASE SINALL TOP OF ENDWALL THE FLOW DOERS THE CULVERTL
W0=VFEEFIL*8L SLOPE. URCH SL OR SHOUIJ". I
-
�
I 7. HEAVWALL AT THE OUTLET 04D OF THE CULVERT MAY BE EITHER $00ARE �
2� THIS ITEM MAY BE PRECAST OR CAST IN PL,AM EDGE OR BEVEL EDGE. I
: 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3_ FOR PRECAST SEE SHEET &ON SHALLOW FOLLS i
r t;rOM
EPORTNALLS E l'OR LESS eELOW SHOULDER �
SHXjAR
� 101.M TOP EIE CONSTRUCTED PARALLEL TO THE it
I &PEOF THE ROAO� i
i I
i 4. THIS STANDARD TO BE USED WIITH STRAIGHT CROSSINM AND ALL SKM .
too TO *w). 2. %�' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTUIRIEWS OPTION. i
I
S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT *YrH IINVEIRT I
OR WINWALLS OCCUR.
i
I= V" I
ENDWALL
I
� I
r,�_,_,�V:e��",_, ��__
��5�;����,,�l\-",��-;"-"�\"� __ — , , ,Z, "
I I , �, \�,z �
, ,� it 1,
" "
, I '_
, I I�'
,�,��,-�,,;�,5��;;��'x
N
CIRCULAR
PIPE
I I'-, I , "I
I � � .1 -
-, -,�4 ,�I�j I . �, - ,
"', �
I
___
ir
,�,�� "
'I
A
CY-G"
l,,s,,�,,,-,,
, � , I
�,,�1�11� I—,
1, 1". I nrl,'AAH,fl�,,�'G% BA�,_; FII � "HAI I
O -V
DI -11"
_-_l_--_1_ - ------ - _�_
, 0�_` M' -l", !'L.
""� � C( N I AIN` R
1-01
I
a
�, 1 �,, � -
, _ I -
11 �11 117, �11 LAR�S�_ � r I, I
, - I __IAN I I Ild AidY
-1 �IIII I"
�',I,j I
1#-tl
T-31*
C4�
,- - , , ,, L ','�, ,
_ N I
,j",.-, _
--
I
lk-Ir
r-oll
_)4 �T'11�1,
I-
- !.1 ,I, �',I_FlAi "k:11Clr,F_L! ��
� - E -
T-4"
T-711
,
.I,- ��'.'t4 I I'll ( j" ;;� LIF FS)
2t-2-
21-6ft
�: !,,q� -� i�,
I- - 10 E N �� '
0
1-0* 1
- � 7F,'�,I�i0lj�-I`Y C C.t,�,,j P,,', "' 7 V- D
1-1 - - - - � -
11-w
r -Ir
_,_�-
" '. 'S'.1 �� BY HANC, I.')R A P P r", OV ("D
- . - I
_IPPIN�1-11G Lillit I If, """ --f-HrIt1�111 I.-Ill,,L �- 'R
�
S-01
.
I IF
I
OF PIP -E 1 - -- - -- � ), ml T A PA'P
�)__ ___._ ____ I
Ot-8-
0-w.
4 ''I
1�- 1�/" H AIJINC,H'i1c,
01 -Ir
_-
LY -W,
,,, �
, . - - __ __ ,
�_
I,K�, 1 8 ,1-01,1- -.- I 1.1- -*,'l 11--l-11 _ I
L<
01 -Ir
H
�l t� �'�l _" tL-, FL-) I I �, j �.- � 6, � -'-,�a,,-<
411-3m
.
�
-
- ----------------- --L- � : , ffliIl
i� I
L
4'-2"
- , " ,
I 1--1 -I .11)"": 0" ", I- �
5 � I �, - i, � 1 i "L2 F
4'-7-
� L
I I - q
1'2� i�Rl'_D '!kr _,`J _,�,,
- -
121-00
a
, - "", -,-,T _-
�,� <g� ��11/
,&// C D
��Z�� ,/-"7z-;�7/', , 0ND"('_lNS A R E UI�d T" DI -2
��- , �"" ,�,-,-, , ".".
j .".�,,,� � ,< _,�,,�ml_ll 'PIPI_-�
06-IY
II"
I Ot�r
. I I ,TJAIL 11
� 1-', e
&-SVe
�
(F -2W. -
, �,, �
�\l
Ke�'_� ��
...
��lm,_�_0_11 - �
�, e4llll�
I
9-1/4- 1 O'-tW' I W-2' I
CMC YAVS OF CONCRETE
,� 9 �� �
� -
I
I
COW. PMJ
NKYFE :
�
1 O"7
. I
I � � 1
1--`P�'IN CUT` I�Ni PA`V'�:F` APPA"S ?V:- -MN �:Xl'ITING V�'_DT ,'14C-�il--t','�'--"�',;�,�,�'� SHALL� 8 E
�
Z947
- 1.
,
, �, -) I r", ,Q- �i', F
B3A,,`KlFr'ILLlL') ill%fTI;R[_Ly "A'I'll" �_ -, 1 , �� .
�
0J521
� I - ,
� , ,
- -�l '�ITTO!v`, i-�F THE TIREIN��H �`HAL' BF '-'R- I
I. F�'R lr,�u( TILE !R�',)N PIPE � b
I
ZVO I
" " � , .
HD CO' I
- ,,,U ACTF-F, -�![) ALI S_TP-')k,'S f-�:1vv,?'l_C `�H A �l ' i3L,XANS ' I- `]G, 61,
f
CUSIC YARDS OF CONCRETE
'II - I
S I - ,`) � -1 E- S H A L - t3 E P R 0',; I r ) I-- C
I
-
, - �,l - C"I -
_t - �-
�",q,zp�l ;?,(�C4� �1_ r "E,"Et� P;PE :1-i"L BE `-TALL' EjI 4")N A ,�,,',��4��'i',��,�,','�,�.,,,�,,, 6"
I -11 I rl- - _�l -
I OMI I
0,M
-
IM�,T,, t,[;-� ��- '�]r�, �,,� � T, I I, F
I_ - _ I , I . _ "
�, . - - I I � I -
�
I
I , i
I
1.60
TYPICAL SEWER PIPE
I I
�
I I
' 2.Wl
INSTALLATION IN TRIENCH
�
I I
VAL',"E
;� � I �� I "i I -P
4 TH , E ,�,A-97 ' , 'A,.V`� il: ALLGA,V" IN ',,K,'jl.CDnR C)R -, N !'I, � TIH E C �T �_ I-'
-, -1 "
,,, � _,�
�". C , `� - �i
I J _; -
I
�
i � , ,
"i -C -.3 ,
, - ,-,
__
; I __ rAj cm
I �� - � I
I S —11 trxz I It
I I
I I
-*-- 0 T I b
� I � - ---*- -,,- " '* I I I I
. III SHAPE TO BE BEVELED � - I
I - -7 -, [, =��_T� -1 -
I ,
I , ,
� H WITH MORTAR $: - - -
I / I I
I I D I s:v I
t
.1 , u - - - - - - - - - - - - - - - - I
- - II-_ - , 0
- \ � f-cir), , , "'
% , �,_ j . / 00 NOT BEVEL INVERT -; � �
- - - i
- I
— I -, I I
I - �p% _.J �, -CW I
�
I I I :::�] j
I 0 L OP 1 �--C----tl I
� �
� NOTES: I
1. "W MAY OF RMJCM UNTIL "X" REACHES A MINIMUM Of 4- WHICK MWALL 8. gVU
DPW
MatpEOUIRED ON THE HEADWALL AT THE INLET END Of THE I
OVE SHOULDER Lt&.,IN 140 CASE SINALL TOP OF ENDWALL THE FLOW DOERS THE CULVERTL
W0=VFEEFIL*8L SLOPE. URCH SL OR SHOUIJ". I
-
�
I 7. HEAVWALL AT THE OUTLET 04D OF THE CULVERT MAY BE EITHER $00ARE �
2� THIS ITEM MAY BE PRECAST OR CAST IN PL,AM EDGE OR BEVEL EDGE. I
: 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3_ FOR PRECAST SEE SHEET &ON SHALLOW FOLLS i
r t;rOM
EPORTNALLS E l'OR LESS eELOW SHOULDER �
SHXjAR
� 101.M TOP EIE CONSTRUCTED PARALLEL TO THE it
I &PEOF THE ROAO� i
i I
i 4. THIS STANDARD TO BE USED WIITH STRAIGHT CROSSINM AND ALL SKM .
too TO *w). 2. %�' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTUIRIEWS OPTION. i
I
S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT *YrH IINVEIRT I
OR WINWALLS OCCUR.
i
I= V" I
-r- i _'; Q
'jig"'A"'al STA'D �
I
� 12"-36" CIRCULAR AND 23"xl4"-53"x34" ELLIPTICAL PIPES
I VIRGINK ]DEPARTMENT OF TRANSPORTAT]ION
I I'm I -
ENDWALL
FOR
CIRCULAR
PIPE
I A
I
___
ir
—
DIIAMETER OF PIPE CULVERT
__ ______ __ _____ __ ____ __
154 W 2P OR 24* V' OR X" 3r OR 380
A
CY-G"
&-&*
O -V
DI -11"
1,.O"
1-01
I
a
lly-ir
1#-tl
T-31*
. T-60
lk-Ir
r-oll
C
T-4"
T-711
V -V
2t-2-
21-6ft
r -r
0
1-0* 1
T-311
11-w
r -Ir
r -w
�
S-01
.
I IF
ly-em
Ot-8-
0-w.
&-v
01 -Ir
_-
LY -W,
OI_wl
01 -Ir
H
2'-V*
411-3m
.
31-r
L
4'-2"
V-51
1
4'-7-
� L
f&-&
121-00
a
gy-It/4.
06-IY
II"
I Ot�r
0 �-2%'
&-SVe
�
(F -2W. -
.
b I
O' -l' 1
9-1/4- 1 O'-tW' I W-2' I
CMC YAVS OF CONCRETE
V4h-
0'-r
COW. PMJ
0.241
1 M492
1 O"7
1 1.3* 1
2.067 1
Z947
MK PM 1
0.257 1
0J521
1 0.739
1 ILM I
ZVO I
3.4S _
-r- i _'; Q
'jig"'A"'al STA'D �
I
� 12"-36" CIRCULAR AND 23"xl4"-53"x34" ELLIPTICAL PIPES
I VIRGINK ]DEPARTMENT OF TRANSPORTAT]ION
I I'm I -
-,---,-"------------------------ --,--�..----�—.----------.,.-------------".1--�,��l.-�-11�-.1�--,.--,--,�---�------.I
G:)O0,l,-) 17C)UNDATION MATERIAL R0(l-_KY FOUNDATRDN IINAATERIAL
ENDWALL FOR ELLIPTICAL PIPE
���l—M��mm��
I
K'1:17�Kl_l'
- -1 , 'G.,
g0- a fgw% gp,g I 1_0
" � ,�%
�,�,g- g w":,",�&I-1- NR0� 11111w,
'l 1,
I A
23"X14"
(Y-811
SaE OF IOLLIPTOCAL PIPE CULVERT (SPAN x RISE)
3vxvl Jw+ I JON24* 4rx2-r 4WK2W'
O.- t &-V' (P-110 D..
4WIK321
I
-
541934"
.
a
T-2"
10.5,0
T -r
it-&,
11-V
T-10*
mr
f -r
C
I -fl,"
T -Ir
W -l"
2* -4*'
2' -fix
2'-7"
r -s"
r-ir
- I
D
T_r
T-7-
1 11-w
2'-(r
- � -1
x -j"
�
7-5"
I
r.lr
-
r_v"
F
Ol-ell
01-84
ly-v
04-Irt
O`_9*
C* -9*
OI_wl
01 -Ir
H
2'-V*
411-3m
T-7-
31-r
V-0"
4'-2"
V-51
1
4'-7-
� L
a4_31,
r -z*
tp-vl
Ir_vI
V-211 ,
v_lr
21-11"
� W -Ir
S
?-if,
2' -dm
21-110"
W -P
3-60
39-W,
4* -T'
41-50
- - -0
b
I E44"
I W-21- I
I V - V/4 I'
0'-M"
I 0`4/e 1
I 01-2Ye I
0-4- 1
O--�a- 1
W -41/z`
W-2iVj-
I O'-4Ye
1 00-3YO
7-5-
, V -4A
W -VA"
Ol-We
.. -1 OR�`_�,',Nllt " "' -7'Fk JF,",`�i I-,; I- ' - " "
�
I Q'm r',` N! �`�/I,t,, -� � C
4 Il"_ �_, _ .1 I- 9"_ tz AL ,", D-2IRi';l ---- �; I A L L E - E A'- i �",`,;` I- D
I
- 10' _15�\ �
-
I CJCK�""r 11 I
b �11_ - METER
CUSIC YARDS OF CONCRETE
11E - 0�
I � 'I x
, ,
(�ltlll �, I
�l
-
� OONC.FFE
I OMI I
0,M
1 1.230 1
1.600 I
1.60
I 2.101
1 2.5-0 1
' 2.Wl
-r- i _'; Q
'jig"'A"'al STA'D �
I
� 12"-36" CIRCULAR AND 23"xl4"-53"x34" ELLIPTICAL PIPES
I VIRGINK ]DEPARTMENT OF TRANSPORTAT]ION
I I'm I -
1_-_-___-- ------- - -- — ---- -"�--,-",-",--"�,�.------,---,---,--,— ___l_l__ll — ---- --_1_11 ---- - - ________-____._l-11_ ll
C 11, I , - " E,
'_ "!ER,v'!`_� LATE:P,�I_ ,"-�l-l�,t,�'�li:,-�-11,��_,,�,�,� "'I'D" _J:
�` E W f�� "", - - , , ,�
--------- I
I
1, VI'HE 1�,_., f: A '�',E',VE�-.' �FRVICE J-AkTIERAL C;',_�iJ'-JV'lJE(_T, T(-',, A A4.00,11-K)LE
I I " I
-
,�`i,iD I'AC, i'NV-R El-EVATICIN F,,"R, T�IE SzERIACE: t,A EP,�A� I-'
-
It�-'_,,;,f,,TEI_,, , - PIL _10'� (t'_'Pv.'),,VN) [-_,�,VAJK�r'll OF rH�f, ",�EpV1,"C
LAI-kAf, P`Pll �H�f%t,l I�F �`,'_ LE,A�T 0 e" HIG"FR �FIAN; TH",
I �
� .
10P fC'�,",`,,,'W`Nj ;;',J"_VA�jq,! C+ 'H� H;� ��:-,,�F-j- ,, ,
,:, pjp�, r-r.f,j�j_-,-r,, ,
% - �) , - . _ �__
I - - I � �0
IV E -
i _.� THE, JV,`�,`,'! f () L "
" �� -0i" " I � A,_`R/`�,_� � A�,"_l i !NTC�, AN -XI","'NG SEWI`R t%AA,11� S -�A, - I
, � ' 1 �
I � �1_
i"IlE �,_111`11IINF,,�I'P_U U!jlFz'G 1� rl_�_ �- �AD, , ':
3, V,IlN',%4,:J,M i,_il",��7 FI*,_�R �r',�",_�, ,�, _,_� I"! �- P 4-f': " N F CTIO 11 SH"I ... 3 S,C. ')'�'4)
,� "'. � - - I - - 1-1 i 1 � , - . ...
I
,
I 1 1�q �, PER �0")! � i ZZ�
i "
I 'i All "�`N_R LA"H�,,' SHAU I I il VE A M,'1I,'vV,%eI t'. OvF,R 'I!A,',,A--I-,�iF, -v ��,, I i�,,i
- ,
,_�,, "'., ____ , ____
- 11
' , HAvE A mw,%avvJl;v. -, rivu,
, A L � S EV� " R L; � T 7 � A � -., ',I AL�
tjw '3 �,.;,� I-, I
I #� �
I
I-
I ,>ALT_/ i
TR�:,Al i- - I
, I tU
- "
f'-"jr�;_- 1-:RCA,ND "". :-� -
_31� , - ) I � ,NE J`vl A RU'E R"
-�t: 1 I_ -..--i-�"-'�,��----���----..��,,�-r _______-.l--
,
----- I )
� �, I -.-t-___-___ I" "A
-,-,--------_. =___ __ - - - - � _==�� �
I ___�,__ F��!;z�- "----- I
/ 11
,��, 1, i .
"I I ", 1; �
�1\ , PLUG 1-JK)"Ir 0'�
MAJi'l LINF _1�41 > / � �_ I T I -'.AL -
. 1_lf:�Vll'l
/ ,-P, LA Pk
,
Al y S E CTION
,--. )-'A"'oo",
I
J
t �^ �l _f
-, I
I
-
L------- -- _-J.,
r :
�
I .
I r
1I ,� 11--l-I "", , I --T, - � ", r'k " , '_
_1_1__ _ _ _F11-1-11111, � ..... �
, __ � � I i, I I N - �
�
k_�� �_�l _11l\__Aj._ ...... kj__ ... ______ -
11 11---] - ---- �� ___,,,�,e___J , �
I 1, -,,' I
I -1
I .
, �
I
-
� - E - I
I - IN Llf,4L ',JV"E - NE ,_ I
�
'Ll --11-1-1
; P L A IN
I
i I
t
L �
,
I- � 1% -� � I p,z
� (_, �_ — — — - I I-_ - _. _____�
� I",
SF`I,lv'FR SLRVICA-. LATFRAL CONNFC-'TION
� __________________ — ----- —
I !�;"_", I
. , ,,>.
-.Ie-,
r ; , "', - 2,
__ - -
m
N
=
I CD- 2
LIMITS OFPAY FOR
T oolli�� T OUTLET PIPE
---
w _.xt TOE OF HIFI_L:�-�
LINE
On -a4 (Typidli- rj- SHOULDER LINE: -
it
Lm I I 44, .f I I EDGE a_?�AVT
. It __
COMBINATION UNDERDIRAIN CD -2 ON FILLS V. I �� TRAVEL L
CENTER LIE SECTION I I r I -
(WITH TYPE I SELECT MATERIAL) I EDGE OF PAVEMENT /
-
I I I I �L__ - SHOULDER LINE
ILL
b4-_LjZl0l_ '�j \ TOE OF ALL
�T
/ ow PAVEMENT SURFACE & BASE I __�
wIpI;?w.wwoow,_ . " LUTS OF PAY FOR
a a 0 000.0 a 004,0 oo a 0 sk R 0 -w-- SUBBASE OUTLET PK
-
ap6s,6?6?-*9,6�'a?.&6?00':07*'fa"! .q CT MATUM rYK I OR I PLAN VIEW SHOWING PLACEMENT OF
I �A
I 057 AGGREGATE. #8 AGGREEGItItTE OR CRUSHED CO -2 UNDERDRAIN
A,.. GLASS MEE7W 40 CRADATION REQUIRENEHTS�
GEOTEX
ORm4Aw _E LL�lj PIPE
1-1
-
OR
,
/ / / / / / / / / / - FAVEMMT SURFACE I, SAW
I
m kPIKKAl2II,
-,---,-"------------------------ --,--�..----�—.----------.,.-------------".1--�,��l.-�-11�-.1�--,.--,--,�---�------.I
G:)O0,l,-) 17C)UNDATION MATERIAL R0(l-_KY FOUNDATRDN IINAATERIAL
ikm-v=!wlT,r,=&"�
���l—M��mm��
I
K'1:17�Kl_l'
- -1 , 'G.,
g0- a fgw% gp,g I 1_0
" � ,�%
�,�,g- g w":,",�&I-1- NR0� 11111w,
'l 1,
����—MIMMEMM
__
��" - "I
g� k'�, . r-,
V�-1 , - -
�l WATER )
� -: .- -
CAST IRON LJD
uj
- ____ I
�1'1' R -
�, �-'�,4 ��,,, I
..
, - .:,.:: �!. "' I. -
. � ...
, . - , , .
. - ... :,..
� 1
�� � ll�_ , ,
�
11
IS, "., I
",
, 1. �1.j 'Y,,N�
I -,;4-t,,�gn -I --- - if MAI BA' KFI
, , - - ,
, , I 11L,l � 1-10i � � I'�� I L
,� 1
I , �
, , I �'
I . �l �l
!
1�1
'. ll�
_.
- __
� l.. -
, r',
,I,
I �� N �j �,
I �`i i __ '11�. �. W
" �
0
1� .
I
__
- .
-
- �,,-,
I'll. , .� �;-,�,
- �.
lzK I� I -X?". -
, _- ,�,I 'HIED -11,N'
�gmmg- '7 ��
18
.
-
, � 'w% I 465S'l S�C`N,El_
_Cg�,, I ,
"N1,10 -21k
. I
� I I I . . ,
I_ - . 6" EXTENSION
. . . , - -, ,
. -
� ., .� ... . .
. I I . .,.
11 ; : '� -
-
I
. , - A "
_� t�iE 1�': ,,� �` (, I ��
-1 � I - - U�, F', " I_
PIPE SLOT
C �
I - - 4 � I
ll S C R A P - - � I- -
- __ " H F ,B�'_)_ll-TI,0lA (_')F `H� -hiE,',JC` R'_t,kI'_lV- Al '
(2 PLACES)
I
,� -I ,� -) 1, ,�, "E', S T �,) t N ,_ , , i-, -- - F , . I
I -) __ , , " . ' _') ' - � ��
.,� 'FiE PIPE `_';�_)E_z�N' RE_'�T ��-,l ,Rr__ Ari�,
� � J_ [", . 11 I
NOTES:
,�
- -
uj
; .� - � � L 1
7`',�: N `__`kAPACT FHE -'_',,;L CDP .,_)Pt_)'V,DE- A 4" B ',: D r I it `,'r, I- 1:
� i _1 - � -
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
Aak A
Ir -1w
xk6l,'13 S_n')NE_
,
TYPICAL METER BOXES
r�
7.
F(DUNDATION IN POOR SOIL UNDE R -- CU I CONDITION
(5/8"—l" METERS)
U.J
w
I � N Z� -1 �g��,�-,--
119 _k'_-_-' �,, ., ,� "p-,
015 11 %, gg"agp, lll56K&'1'6'K41l �,,
-,,�-<," " - _
NTS
I
,,, ,4
"',"!j ,
,��;; g',y-
, I ln "
FIG. W-7
LLI
(f)
<
=
CL
tM - ____ ___
.. ""',
2 '' !4
` 0 1
' ' 0 1,
' '
�4 ' � -TiA- - �. I- - I-
'
,I I ,��Il � 1
'!I J.'A!>� I%il - I-,, A C i , \ ," "ll" I
I �H i, ,J, I "' ; �, � - I i ,
- ij;�'. `1_1� � , ,�,�
i 2
/ ( 11 (D p
W
r- , - ..
, , �,,, I . , ,
MIN Mll��i "
S 0 1 � - -__ �,, 11-7- � "'l - ," � 4�' �tt�,,, S-7,--m-
- ,�, 1
�, _j �, g.- �
� __:'x_,, �4Q-
4�-�_---�,,'l 1�, � " �, - .1-r:
-.1 �_,_ , - __L�.
-
�(:,R JIP ON DITA--HELI IlNljLE FAMIL"
(n
>
Lu
C�
� __
-_,l : __ ___ ! : , , ,�, ,!77,
- , ,
-____ , ,
- '�o_� - R"' 1 1 LA�' F � L L i", S ��-.- - '1�1�; � � ,
12,F :_, ,% ') I I �,,, "D 1 � ,� , J " r- t ,. ,:,
,
- _� __
--l" - - , - ._O�, ,
, � I - - D BV ,,v_',';k -s, k ny
Q�_t��' _� , " 1", �QQ:�`,:x A ` P P FI','.) V [ O''
g
RFS[D�171AL SPRVII_F ,11HFRF AN RRKAT[UN
a)
- , I� �r
_- I , , �,,
"', ."WT,
%,, -111'r"
'�,��`�_-,
f� �,','A 4�'K', ! 6", '* � Z� x
'T", �
__�_, / METIIR�lll NnT PF0,'lDll,.
_��:,� , ,_ A E S CT- - "I ,
, , - , -, - ,,��, k -
, � z � "
I 'j?, -, ', - � 0 R .-" -
�
al�
i'.10-, __
p t �: :
'111,1GLE ,F,Vl(�L
. I
- - __1 i__".) '�V [ 1- P i f I �2` z! :' OF T L F %r,,, � T -_ ,I,-, t E �'� I
" I N7 ; I I 7 I-, , , z
I . HO �'H, ' 11 C I �','-` S H)��Ll_ B E A UL! ---. _ J,] 1. -
I . 1
-1 ) I - 11 " - , I
I ; I � I
" "" 1 �', � " r -7 I 1 A t,l ,,�- ` �,l � AiN, -, � � 1 fA, �, -!0N: '-- I -� A L:I- E, ' A� lu)%l,_-�,
I � 11" R �_y K ', ,- r", �, G E 'R I t I i - " � N ,-, I �,^ __ 1.
I " z� , I - I
A. �l -�-IV,- -_ Hl;� �� , ,rl-. B IA C K FI -1.
E,0 ,- I � t, j, -p? -I
,
F CA -T FON LID
FIMSHED GR�,DL
U)
:3
3 1_4 IE - �l - - �_ � - � -, . I , �� , 1 I 11-
�, � F C lHI_'.'IAL 3�,,Irr-, ;_ s,,i.,'\LL BE- '-�LA,ED AND CO;�,A!'�'-AC� !FEC; IN ,' - I 1_�.
1 �
.1 I ��_Ll��-., I _lr=,--� I --- -.. r ,
g, I 1� -'.I I g I -.-,-,I I �H,.l I =.I 11. -
I T
p__4
p__4
.. -1 OR�`_�,',Nllt " "' -7'Fk JF,",`�i I-,; I- ' - " "
�
I Q'm r',` N! �`�/I,t,, -� � C
4 Il"_ �_, _ .1 I- 9"_ tz AL ,", D-2IRi';l ---- �; I A L L E - E A'- i �",`,;` I- D
I
- 10' _15�\ �
-
I CJCK�""r 11 I
b �11_ - METER
- - ,
1, � - I �
IN THE JR E HC: H -
11E - 0�
I � 'I x
, ,
(�ltlll �, I
�l
I -
5 I` 15- L I HUI ' '�: '_41ALI BE DU:_') ()Ij_F 4,', AlL I7,11 " -
1-1 - - I - � - " -L � - � I I I
- . -3 1�__ I I
OUTLE ET -
_j
- DUCTILE I RON WATEtR
1c, WN� -it ,_— _OPII�RSETTLR
-
6 cy-
-C Ld
PIPE INSTALLATION & BEDDING
________,__, ---.----
-
- I -
ill 11
<
-q �
, t,,, I
t, (] "N - 2
1/4 BP,E) I-01) ' FILII'J�_ 11
—
T I C, - �
I �_
1_-_-___-- ------- - -- — ---- -"�--,-",-",--"�,�.------,---,---,--,— ___l_l__ll — ---- --_1_11 ---- - - ________-____._l-11_ ll
C 11, I , - " E,
'_ "!ER,v'!`_� LATE:P,�I_ ,"-�l-l�,t,�'�li:,-�-11,��_,,�,�,� "'I'D" _J:
�` E W f�� "", - - , , ,�
--------- I
I
1, VI'HE 1�,_., f: A '�',E',VE�-.' �FRVICE J-AkTIERAL C;',_�iJ'-JV'lJE(_T, T(-',, A A4.00,11-K)LE
I I " I
-
,�`i,iD I'AC, i'NV-R El-EVATICIN F,,"R, T�IE SzERIACE: t,A EP,�A� I-'
-
It�-'_,,;,f,,TEI_,, , - PIL _10'� (t'_'Pv.'),,VN) [-_,�,VAJK�r'll OF rH�f, ",�EpV1,"C
LAI-kAf, P`Pll �H�f%t,l I�F �`,'_ LE,A�T 0 e" HIG"FR �FIAN; TH",
I �
� .
10P fC'�,",`,,,'W`Nj ;;',J"_VA�jq,! C+ 'H� H;� ��:-,,�F-j- ,, ,
,:, pjp�, r-r.f,j�j_-,-r,, ,
% - �) , - . _ �__
I - - I � �0
IV E -
i _.� THE, JV,`�,`,'! f () L "
" �� -0i" " I � A,_`R/`�,_� � A�,"_l i !NTC�, AN -XI","'NG SEWI`R t%AA,11� S -�A, - I
, � ' 1 �
I � �1_
i"IlE �,_111`11IINF,,�I'P_U U!jlFz'G 1� rl_�_ �- �AD, , ':
3, V,IlN',%4,:J,M i,_il",��7 FI*,_�R �r',�",_�, ,�, _,_� I"! �- P 4-f': " N F CTIO 11 SH"I ... 3 S,C. ')'�'4)
,� "'. � - - I - - 1-1 i 1 � , - . ...
I
,
I 1 1�q �, PER �0")! � i ZZ�
i "
I 'i All "�`N_R LA"H�,,' SHAU I I il VE A M,'1I,'vV,%eI t'. OvF,R 'I!A,',,A--I-,�iF, -v ��,, I i�,,i
- ,
,_�,, "'., ____ , ____
- 11
' , HAvE A mw,%avvJl;v. -, rivu,
, A L � S EV� " R L; � T 7 � A � -., ',I AL�
tjw '3 �,.;,� I-, I
I #� �
I
I-
I ,>ALT_/ i
TR�:,Al i- - I
, I tU
- "
f'-"jr�;_- 1-:RCA,ND "". :-� -
_31� , - ) I � ,NE J`vl A RU'E R"
-�t: 1 I_ -..--i-�"-'�,��----���----..��,,�-r _______-.l--
,
----- I )
� �, I -.-t-___-___ I" "A
-,-,--------_. =___ __ - - - - � _==�� �
I ___�,__ F��!;z�- "----- I
/ 11
,��, 1, i .
"I I ", 1; �
�1\ , PLUG 1-JK)"Ir 0'�
MAJi'l LINF _1�41 > / � �_ I T I -'.AL -
. 1_lf:�Vll'l
/ ,-P, LA Pk
,
Al y S E CTION
,--. )-'A"'oo",
I
J
t �^ �l _f
-, I
I
-
L------- -- _-J.,
r :
�
I .
I r
1I ,� 11--l-I "", , I --T, - � ", r'k " , '_
_1_1__ _ _ _F11-1-11111, � ..... �
, __ � � I i, I I N - �
�
k_�� �_�l _11l\__Aj._ ...... kj__ ... ______ -
11 11---] - ---- �� ___,,,�,e___J , �
I 1, -,,' I
I -1
I .
, �
I
-
� - E - I
I - IN Llf,4L ',JV"E - NE ,_ I
�
'Ll --11-1-1
; P L A IN
I
i I
t
L �
,
I- � 1% -� � I p,z
� (_, �_ — — — - I I-_ - _. _____�
� I",
SF`I,lv'FR SLRVICA-. LATFRAL CONNFC-'TION
� __________________ — ----- —
I !�;"_", I
. , ,,>.
-.Ie-,
r ; , "', - 2,
__ - -
m
N
=
I CD- 2
LIMITS OFPAY FOR
T oolli�� T OUTLET PIPE
---
w _.xt TOE OF HIFI_L:�-�
LINE
On -a4 (Typidli- rj- SHOULDER LINE: -
it
Lm I I 44, .f I I EDGE a_?�AVT
. It __
COMBINATION UNDERDIRAIN CD -2 ON FILLS V. I �� TRAVEL L
CENTER LIE SECTION I I r I -
(WITH TYPE I SELECT MATERIAL) I EDGE OF PAVEMENT /
-
I I I I �L__ - SHOULDER LINE
ILL
b4-_LjZl0l_ '�j \ TOE OF ALL
�T
/ ow PAVEMENT SURFACE & BASE I __�
wIpI;?w.wwoow,_ . " LUTS OF PAY FOR
a a 0 000.0 a 004,0 oo a 0 sk R 0 -w-- SUBBASE OUTLET PK
-
ap6s,6?6?-*9,6�'a?.&6?00':07*'fa"! .q CT MATUM rYK I OR I PLAN VIEW SHOWING PLACEMENT OF
I �A
I 057 AGGREGATE. #8 AGGREEGItItTE OR CRUSHED CO -2 UNDERDRAIN
A,.. GLASS MEE7W 40 CRADATION REQUIRENEHTS�
GEOTEX
ORm4Aw _E LL�lj PIPE
1-1
-
OR
,
/ / / / / / / / / / - FAVEMMT SURFACE I, SAW
I
m kPIKKAl2II,
��*.-i�-�i,-,,z,,,R�,tl,i:l.,�4t.-iiiiiiiiiiiiiiiiii
ikm-v=!wlT,r,=&"�
���l—M��mm��
� PQLW'PED VdIF l'_HAR,L,,-j- �-
I � z �r �� ,
����—MIMMEMM
0 a -* SUBBASE OR CMENT STA13LIZED SUBBASE 1111-1 -1___---__l
__m-.'-a-q,2o0*0� c c tm a -
�A, I ..... --*- SELECT MATERIAL TYPEE OR SUBGRADE
I �. "� A?61?61?4��.
,,, 0_1
�. .. , m (CEW.NT OR LIME STABILIZED)
.AAA -W W WALL THICII(NESS (MW - IiNCHES
�_ 57 AGGREGATE, #8 AGGREOATE OR CRJR*D 04*011TESTED ACCOROM TO ASTU U -24t2 AT S%DEFLECTION.
GEOT GLASS NEET04 *8 GRADATION REQUIRII-MENTS.
OROK11 jr-0- GENERAL NOTES
1. TRENCH SH&L BE FILLED WITH AGGREGATE AND TFAOUGHLY HAND TMFED TO
INSURE COMPACTNESS.
APPROACH SLAB . FAVEMENT' 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AM
W& PLACED ON A GRADE PARALLEL 10 THE 5HOULDER SLOPE 2 X MIN. (3t
GRADE,
RIDGE . SUBBASE 3� ON CURB ANo currER SECTIONS, WHERE IT IS IMPOSSIBLE TO 07HERWSE PROVIDE
OR UNIOtHWAINS, THEY ARE TO BE LOCATED $0 AS TO DRAIN INTO DROP
CD- loWl'-TELTISTSOFF MANHOLES�
51-0 BASE MATERU - I - E I 4, ON SUPERELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVDkNT AREA
_ , - - - - IR (15" MIN_ DEPTH) wrm OUTLET PIPE ON LOW iib� ONLY.
5- INVERT ELEVATION AT OUTLET END OF ourTLEr PIPE TO BE A Mm" OF I -O" AEIOVE
INVERT ELEVATION OF RECEIVING DRANAM DITCH OR SMXTURF-
PLACEMENT OF CD -2 UNDERDIRAIN AT 6. ALL CONNECTIONS (ELBOWS. WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PM AW TO
BRIDGE APPROACH SLABS BE OF 71t SAW CRUSHING STRENGTH AS THE OUTLET PIPE.
7. OUTLET PIPE TO BE SECILRELY CONNECTED TO EW-12OR OTHER DR04NAGE
STRUCTURE,
SFECIFICK� -
REFERENCE STANDARD COMBINATION UNDERDRAIN
232 (AT GRADE SAGS AND BRIDGE APPROACHES)
501 REV wo
701 VIROW 09PARTMENT OF TRANSPORTATION 108.135
.
, -
,0 C
,�:, E
m
� -2 ") L
IN
cn �l E I
Cn zn
Ln 0 - n
[?- - � - 0 I m
Lj _L " E r, 1E
0 1� E ,�
7- �� w M - < I -
LIJ V) w cc 0 m an I
_I u
-J L� 0 _J _n y
_j - 0 --�- �
- 0 0 T: �R - -
E Ld , y __ E
E v] ,�� u m
�; Ln - � L-1 �_ ��
W
-0 n
- Li ca �
. �
N �_ >
0
1 0
L�
` - L� < -, _()
- - E L
< Fz <1 I E � < ..E
� <11- C(- 0 E E) n m y 0
CD L�
z E __ - - to r')
co . -� N < 8
,:T a N 10 V)
N �oI Lu U LLI
w E z , (n
LL ,� 3: sw 0
_J 0 - cl�
0 t n.
T - Lo -t 0 6
F _/_ C3
< E ,�� cl) - z
6 It
n 1,f) -
- CC -EI
2 I- - : I
E I - E
E� w I LO � E
,O ��j r, 00
L" r ') L� - - I
_� �1_
- N () I & - - ;I 7
* _E L
- nF_� N ca E
1-1 __r_. , ,
, E Ln
,�'zu - ca Ll:l
0 M — n
_IL) v -7
I
__
z
< A� < 0
E3 'C c) _E i� < T I-_
: N E �,Q- E <'� .
,�, s
,,, 1� 11 - E
- m w to �_
'0 3 r- N I �, Lu
to 't- 0 -)
, - "4 ll:� N a , [I , -
N 2
N <
I cc
! ! / LL
� 11
0 0 - - — `� I
Z&�
,
'A I
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S -1-D
TD -25
i
�
I
I
___-___.11 --- ____ ...... . ��-----"----,-,-,---,---,---..-� ...... _____ .... ----- --- - � --I-,--- - ---"�-----------,--",.-----�,--��-.-
N('dl: H,�:`CI�A�Nll ,,Al,!'�!_ RE
[COVER LIFT NOTCH
--a— 14 1/2"
�
� PQLW'PED VdIF l'_HAR,L,,-j- �-
I � z �r �� ,
12 1/2" - � 12 3/8"
-
____
, _i___ �____,__11' N
/ ��l
�
�l WATER )
� -: .- -
CAST IRON LJD
uj
1
5t�" 7 -AP .1- - :
-, THE 120 - clV-�NVARL',
..
, - .:,.:: �!. "' I. -
. � ...
, . - , , .
. - ... :,..
/� ", �
A ,,,
11
IS, "., I
",
... ...
-i LDH,C,T�4 1-)F 3RAI,-H '1,,ARIE, I
I
1�1
'. ll�
,I
- I 6 I I� 1, i N 1,�l __ ----*-!
1� .
I
-, 1-0 I W TO 1 0'� i
� � "I I
e-- I I - f
,'z�.��, ,270� �
18
.
""" , � I
" t
I �
n -T I
Zllil' I L
. I
� I I I . . ,
I_ - . 6" EXTENSION
. . . , - -, ,
. -
� ., .� ... . .
. I I . .,.
11 ; : '� -
-
I
�
PIPE SLOT
C �
�, ` 1_11.114 I - ,-. , y _=___� I � ,,,
" r- 1,11VI, -,l-,_'l::
,�N-g,�-A i I - - � - . 1, -�l , I
-, i
��, I I
(2 PLACES)
g,,,o,�",'.'��',,, � 16 �-, s � 1_11N'2 L .... _", !
I I
,,,,, 1.1--1 ... I -
� - � - :,, ,
"
NOTES:
,�
- -
uj
- .
- K�� � 1'�,� �,�..r�,���--i�;�
, �11 " . � -
��' �40 � ;§K�"_ �'7 � .0 t
� �
T
(1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
Aak A
Ir -1w
�i I �
I t
. I �\ t
��;,l I I __ ,,, -, t- �
., 'M I , , , ,
- I �,;_ __ . � I" , ��", �� �
*
- .� � %1v " ,�-, � : r � , -, 1 v �
", I -1 62 T � " " 1't�-�A v'A."! Vr-
TYPICAL METER BOXES
r�
7.
.,.�, - , - i 1
�� >1 -- F,__,.�_��. , "N
1111
(5/8"—l" METERS)
U.J
w
I t, -, -7_1=1
, , I � , , I,V,�w,p ,�, �,,
I " I i
NTS
I
,,�
', - - x
-m I- --I'- -1 t�;,
FIG. W-7
LLI
(f)
<
=
CL
� TD -10
, -
,0 C
,�:, E
m
� -2 ") L
IN
cn �l E I
Cn zn
Ln 0 - n
[?- - � - 0 I m
Lj _L " E r, 1E
0 1� E ,�
7- �� w M - < I -
LIJ V) w cc 0 m an I
_I u
-J L� 0 _J _n y
_j - 0 --�- �
- 0 0 T: �R - -
E Ld , y __ E
E v] ,�� u m
�; Ln - � L-1 �_ ��
W
-0 n
- Li ca �
. �
N �_ >
0
1 0
L�
` - L� < -, _()
- - E L
< Fz <1 I E � < ..E
� <11- C(- 0 E E) n m y 0
CD L�
z E __ - - to r')
co . -� N < 8
,:T a N 10 V)
N �oI Lu U LLI
w E z , (n
LL ,� 3: sw 0
_J 0 - cl�
0 t n.
T - Lo -t 0 6
F _/_ C3
< E ,�� cl) - z
6 It
n 1,f) -
- CC -EI
2 I- - : I
E I - E
E� w I LO � E
,O ��j r, 00
L" r ') L� - - I
_� �1_
- N () I & - - ;I 7
* _E L
- nF_� N ca E
1-1 __r_. , ,
, E Ln
,�'zu - ca Ll:l
0 M — n
_IL) v -7
I
__
z
< A� < 0
E3 'C c) _E i� < T I-_
: N E �,Q- E <'� .
,�, s
,,, 1� 11 - E
- m w to �_
'0 3 r- N I �, Lu
to 't- 0 -)
, - "4 ll:� N a , [I , -
N 2
N <
I cc
! ! / LL
� 11
0 0 - - — `� I
Z&�
,
'A I
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S -1-D
TD -25
i
�
I
I
___-___.11 --- ____ ...... . ��-----"----,-,-,---,---,---..-� ...... _____ .... ----- --- - � --I-,--- - ---"�-----------,--",.-----�,--��-.-
N('dl: H,�:`CI�A�Nll ,,Al,!'�!_ RE
�
� PQLW'PED VdIF l'_HAR,L,,-j- �-
I � z �r �� ,
,
I � APP�C\IED E�'JAL
: VIL; E T�- F,,'- A - - �,lf'� -1�� 1 -.-,
. _
El T 11
uj
1
5t�" 7 -AP .1- - :
-, THE 120 - clV-�NVARL',
I' TwE .'—
/� ", �
A ,,,
�0r C,-)pp�lll
... ...
-i LDH,C,T�4 1-)F 3RAI,-H '1,,ARIE, I
I
� R US� CNI ATTACHED S[rJGL- -A%IIL(
,I
- I 6 I I� 1, i N 1,�l __ ----*-!
— DPIFIAL SERVI�_'S IN DIJ�L RE'lDLIjIlAl
I
-, 1-0 I W TO 1 0'� i
� � "I I
e-- I I - f
,'z�.��, ,270� �
AdD RPIC,ATION S'RVIC�S.
C_� �
.
""" , � I
" t
I �
n -T I
Zllil' I L
jl�JL ,I TEE
I
,W�,�� , I : � , _p
, ,�',, r I
1�'ll
0 X
C �
�, ` 1_11.114 I - ,-. , y _=___� I � ,,,
" r- 1,11VI, -,l-,_'l::
,�N-g,�-A i I - - � - . 1, -�l , I
-, i
��, I I
NO I E
g,,,o,�",'.'��',,, � 16 �-, s � 1_11N'2 L .... _", !
I I
,,,,, 1.1--1 ... I -
� - � - :,, ,
"
I
,�
- -
uj
- .
- K�� � 1'�,� �,�..r�,���--i�;�
, �11 " . � -
��' �40 � ;§K�"_ �'7 � .0 t
� �
T
______
DUAL SERVICF
Aak A
Ir -1w
�i I �
I t
. I �\ t
��;,l I I __ ,,, -, t- �
., 'M I , , , ,
- I �,;_ __ . � I" , ��", �� �
*
- .� � %1v " ,�-, � : r � , -, 1 v �
", I -1 62 T � " " 1't�-�A v'A."! Vr-
I' CONIPRPS�10[J ( 3/4' MALE NPE f-0lJPLINl,_
r�
7.
.,.�, - , - i 1
�� >1 -- F,__,.�_��. , "N
1111
OR APPROV�F) ,Ql_l,�L
U.J
w
I t, -, -7_1=1
, , I � , , I,V,�w,p ,�, �,,
I " I i
I' 7 (PE 'K'
uj
14
,,�
', - - x
-m I- --I'- -1 t�;,
/1, S, - :FT COPI'DI"R
LLI
(f)
<
=
CL
m�"` _�,��,:.�, , __1 A - _14 �x r
i , 1"�i��,' -'-- - __-, _', EE
- - 11 - l_l.______I_I_, � -, ___4 T�
, i?��', ,
/ ( 11 (D p
W
-1 ____� , _ ,
, �" � 1, I. 11 z li� 1.
I
I"
1, ';";I ! � il�,'�,�--',,!mj ", , i
�
�(:,R JIP ON DITA--HELI IlNljLE FAMIL"
(n
>
Lu
C�
-_III- �"i 4t--,
2-010 P_ ,i. '-IJ,�II-li,":� 'T � --- - ,,�% � I
, , , � JI, ,AI-IZ���--V;, - ' ' I . __
��r L, "" ',�, ,��
BA'�P Al-� '11-U-7 r, � �, ,,,!� " , �, 41,1 41
1�1 , _:� , , i ,
n,
,3 � , -
B10- A[:,_,AlN'_._! ,N,�_�,'\ , ",
1�,�,-,�7;�p,B_-L' --,,&,t,: �`�_1_7�1
1 -1 s, - - - _0
RFS[D�171AL SPRVII_F ,11HFRF AN RRKAT[UN
a)
� (� .- -
, 7- � ,
-E-1- PILE— - ,
.
__�_, / METIIR�lll NnT PF0,'lDll,.
�_ - �
. - '� �"�' THJREA,D;�D PCIDS FI-)
. C
�
al�
.� -
t'�j
. C � ,�,:,� , 1 '7�'_
�."q_ f " Ti��r 'K I - �1_ � I . , &�STAI LA `1�
.;-,I � I -.I-- i3. Dj!�,tl'_!,��, ,w-lEt,�j t',LAII'l IiN ALI I - t- --, t ��,
'111,1GLE ,F,Vl(�L
! i 4",_) �, � � _f 1 C, ,'Z� j'_,�, -fl f� , I IN A RL.I., Allli(_ H� I.,. '' " � � , " !", �
_ �,,,', _ _ - : I ,-" - - "
A, - I - �
. X C;,,,,D_,, '-- -i,��j_'�_ f�, �l ,""v,�,", _[,
-
� -
- t' , _11-1 ' ,,, ,-',' A'. H - - �l
1-3-- 'J'A L'v E 10 TH't lh'E,RA�Nli I'c` I I -1 - ".j.41' - �I , ,� 11 A'! " ' 1A -1 E F-
I " z� , I - I
� _ N ,`[,)ull"'Z�l '-J, `._t: 1�11
I,, 1, 1�4 EA, 1- E'" � Rr""c' :1 � I P-1 ,;
,
F CA -T FON LID
FIMSHED GR�,DL
U)
:3
,_I'! __ "I IfIr � � "�, ' A� 1',TEE�
__ - - ., I - �, A _
,rV R �� 1-'[-. �: L FKY, I - PILE
1 �
.1 I ��_Ll��-., I _lr=,--� I --- -.. r ,
g, I 1� -'.I I g I -.-,-,I I �H,.l I =.I 11. -
I T
p__4
p__4
1`5 41 �il I � = 0 �l
. - S_ 3, E D AS ALI'Difl-31NAL '� 11 P POP �_
I
- 10' _15�\ �
-
I CJCK�""r 11 I
b �11_ - METER
t'�-, E: -
LLI--1 -
11E - 0�
I � 'I x
, ,
(�ltlll �, I
�l
I I _1� z . - I -f+;C � --T�_,
� I : �_ ,-I I !7I L
�_l RR� JfND INE -1:f, HO' ES 'V,;ITI� ,F',AVF-- ANII �', _-P FREE ' `�
� - " -
OUTLE ET -
_j
I 'l,'," -R ,-p..,:,r_, -A It -_� r _11L ��PE_ Ijlt`f'l-__�llj_
� ;vAll"'FA�,`4 A 3' VIN, - - ,,� I I ri-11 � - ,;4
� " i I, !A,AIN 1 ;� !
1c, WN� -it ,_— _OPII�RSETTLR
-
6 cy-
-C Ld
1 1 -HL
, IN�_Ll�t�_I_Y, LIjl_,, "
� ;
- I -
ill 11
<
, ,;I _H 'P,AU`;� SHAI-3- ':��_(A'� A'NAY FR,rX0I fF. F FJ�E H*i'-�iP,Nlr Al"el"
�
-1 � !ft". -ED G -1 - , I I, �
' `,j-_`,',',
1/4 BP,E) I-01) ' FILII'J�_ 11
=am=
VAL',"E
;� � I �� I "i I -P
4 TH , E ,�,A-97 ' , 'A,.V`� il: ALLGA,V" IN ',,K,'jl.CDnR C)R -, N !'I, � TIH E C �T �_ I-'
(IF REQUI�ED� I-
._j
� I
- ` , , �
1 r , 71 I:C)l AL`C,l,',','�lD I,,,,,r H� r),IrCH
-,
\ " �)l METER
� - ,
� ;�Irl__ I �T' ;� - �_ , TALI-E'D AF f_(_`ATlfDNS �,'? ! i- " E �,,V_ E �
_, _,t HYDRA',, , , ,!- I AILI. :-I;- � t � '_-, i.,E, -
I
,�
-
-
s- V)
0 �
0--1
,� __ �' ' - ' -I �
K)LIll b " _ � , . -1 �_ I I I
� � - L. � , i 13 ��j 201 11; I L','�, A 5* - P V A' k ", * I 11
. A:' `- �';J' V� I HI� ��P�' ' ""[J"-�' 1:: F -
I RRI,-K AS
C6
R EQ I, I � I-- I i__ - - I J. -I ,I, _�, , �l A I
� �UIRELD ;C,'�', BE 1H 'N�,'_�-1 AIR---,, T IF �AfF-," H _IL C - -1 I - L i�E
IKKSA'�Y
Tl,,)r,l 3-f0l'
L9
- - - 11
� � � 1, iAl " �_ I V � , _-4,
�. � -) A �'�!`J !Hf
P, IJV3E' .- HY0R,A`J4T �`, _L B�7 I WIPED �_'j T'
TYPICAL SERVICE LATERAL INSTALLATION
LIJ
TYPICAL FIRE HYDRA,NT ASSUOBLY DET AIL
-
NTS
0
t��.'-� .-,.
I I -,
F kG � �,;'� - 4
F I il �,V - C,
- -,
� L� - /
-
uj
�
---------- - - __ _____ - - — - __ ___ __ __ -
1' COMPRESE10111 x Si4' NIALE PIPE D-,UNING
,
I � APP�C\IED E�'JAL
El T 11
uj
r%t-
ce)
I' TwE .'—
�0r C,-)pp�lll
z
0
� R US� CNI ATTACHED S[rJGL- -A%IIL(
44
— DPIFIAL SERVI�_'S IN DIJ�L RE'lDLIjIlAl
(f)
(f)
"
2:
co
I. -
z
U.J
2:
AdD RPIC,ATION S'RVIC�S.
C_� �
0)
jl�JL ,I TEE
2:
0
U
<
(n
I__
Z
Ui
0 X
C�
0
NO I E
NO 'VvFATED FITT14�1 '_ �_____
,�
- -
uj
I--:,
0
>
______
DUAL SERVICF
Aak A
Ir -1w
71
0
1-1
"
I' CONIPRPS�10[J ( 3/4' MALE NPE f-0lJPLINl,_
r�
7.
u
C�
Ill
OR APPROV�F) ,Ql_l,�L
U.J
w
-
I' 7 (PE 'K'
uj
14
/1, S, - :FT COPI'DI"R
LLI
(f)
<
=
CL
LLI
m
m
Lu
/ ( 11 (D p
W
0
�(:,R JIP ON DITA--HELI IlNljLE FAMIL"
(n
>
Lu
C�
0
�
RFS[D�171AL SPRVII_F ,11HFRF AN RRKAT[UN
a)
z
__�_, / METIIR�lll NnT PF0,'lDll,.
�
al�
'111,1GLE ,F,Vl(�L
N
_0
Q)
I " z� , I - I
p__l
,
F CA -T FON LID
FIMSHED GR�,DL
U)
:3
w
1 �
.1 I ��_Ll��-., I _lr=,--� I --- -.. r ,
g, I 1� -'.I I g I -.-,-,I I �H,.l I =.I 11. -
I T
p__4
p__4
I
- 10' _15�\ �
-
I CJCK�""r 11 I
b �11_ - METER
LLi
11E - 0�
I � 'I x
, ,
(�ltlll �, I
�l
`
06
C z
- -
OUTLE ET -
_j
V)
1c, WN� -it ,_— _OPII�RSETTLR
-
6 cy-
-C Ld
- I -
ill 11
<
(1)
1/4 BP,E) I-01) ' FILII'J�_ 11
=am=
>
(IF REQUI�ED� I-
._j
C 1-1
0 LLI
-,
\ " �)l METER
0-
I
,�
-
-
s- V)
0 �
0--1
I RRI,-K AS
C6
�_
IKKSA'�Y
Tl,,)r,l 3-f0l'
L9
�_
TYPICAL SERVICE LATERAL INSTALLATION
LIJ
8
NTS
0
1_4
F I il �,V - C,
_'
') 0
TE) - I)
—
,
,,
,�v 1p 0�6
, 1. � , t7
't� /, �,�,,
---
�,!4,�, ,,�t� � ,_—, . r-,
---L
ft ____ t�
��SCOTT R. COLLINS'_--�
0 __�
Ir-) No. 35791 111
-ze-3 -,, ,��,
1�0�-,,,-sl,,_ICNAL �L,�C,,,,�
,;7
0
1-1
I-__
I
.�i
Intf
u
V)
U-1
0
z
0
,-1
Ln
>
ui
C�
U)
z
0
104
U)
IIIIIIIIIIIIIIIIIII
>
uj
�
T_
uj
r%t-
ce)
w
z
0
ul)
44
cf i
(f)
(f)
"
2:
co
I. -
z
U.J
2:
0)
::)
En
z
2:
0
U
<
(n
I__
Z
Ui
C�
0
u
uj
0
,�
- -
uj
I--:,
0
>
�:
=)
0
Aak A
Ir -1w
71
0
1-1
"
z:
r�
7.
u
C�
Ill
LL
U.J
w
-
u
c�
uj
14
04
LLI
(f)
<
=
CL
LLI
m
m
Lu
>
Lu
C(-
W
0
_j
<
I-
(n
>
Lu
C�
0
�
a)
z
-1 -11 _4
Uj " " "
��
!�E 00 Lr) "
C) -� -_
Lr) r� ;6�
Lu 0)
T_
r%t-
ce)
V)
44
cf i
0)
z
CN
<
4
_j
Aak A
Ir -1w
(y)
1:1"
CL
Q)
U)
LL
I
0
0
0-
-
:3
04
<
0-
>1
C:
W
0
0
0
�
a)
N
al�
I
N
_0
Q)
p__l
U)
:3
w
p__4
p__4
0
-0
LLi
uj
`
06
C z
- -
z
_j
V)
6 cy-
-C Ld
-1
<
(1)
z
-mu G
=am=
>
=
._j
C 1-1
0 LLI
0-
<
-
s- V)
0 �
0--1
F_
C6
�_
_j
_10
L9
�_
LIJ
8
0
1_4
r)
_'
') 0
_j
p__II
= c
')
Q)
0�
>_
3: u)
C:
z
<
LU
I-_
S� 0
'Cl 0
=
(f)
Q) C
(-) Q)
D
()
<
_j
�,l
u -7
w
1
=
�__
0 5-:
D_
Q) cn
a-
:)
(1)
,Q) '�
Y_
-0 0-
x
ui
(D
ui
- (1)
0 -
-
,u)
z
�_
—
I---C
��,
a —
ul
::)
p --q
U)
E 13
0
V)
-0 -C
E -
F__
V)
0 i�
0 U)
K., Cm
z
LLJ
0
cj� _,.��
LLJ ,-
ui
ln�
LLJ
z ,
IIIIIIIIIIIIIIIIIIIIIIIIIIIII
O�
F_
u
(-) C
z .0
w -
I-)
U)
I
Cn :3
I_
Z -
:] U)
I
F_
_j
__j C
0 0
0 u
F_
p ... 4
-
Lij
=
- 0
0 �,
-0
I
C�
�_
>1
I_ I , D
0)
afo
CL 6
(D
0
0
1 -
0).2
>
0
0
"
.� -0
D ��
0
(.) 0
A .
(D C)
N
0 :3
= -
U)
E
u
LIJ
_j
Q-) (:)
I- C)
0
0
L-)
I-_
Ir-
C') -
E -u
U-1
rn
F_
LU
(1) 0)
E -:t
0
C�
Lu
=
-) E
u
0 -
n_
-
Ln
-0-
I 0
JOB NO.
_0
0) r_
-
�
. 0 :)
0
V) 6
i. En >
SCALE
0 . Fn
D
AS NOTED
' -6
C
U.s�
(n
1_�
0.
c
0 (1)
>
-a (1)
0
7�_T
�
0 V,
, _,_
Q) U
= =
�_ 3:
NTS
EXIST. GROUND
3.1
EXIST. GROUND
EXIST GROUND
_y -
EXIST. GROUND
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLANTING STRIP
PER 3' CLEAR ZONE REQUIREMENT
CG -6
5' WIDE CONCRETE 3' CURB & GUTTER
SIDEWALK CLf _ZONE
2
2 - 2%
6. PLANTING +
4" VOOT 21A STRIP O
4" VDOT
STONE BASE VDOT STD. 21A
UD -4 BAASSEE
1 5 6 2.5
BASE
-
16' -
(TRA VEL
6'(TRAVEL LANE)
1
36' FIC -F
61'
POINT OF
CG -6
ROAD NOTES
1.
FINISHED GRADE CURB
& GUTTER
1.0
3'
SURFACE
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
1 �2�
CLEA, R ZONE
I--------�
2%
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
AUT
6NG
/
WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
J.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE
O
STRIP
a
4'2f0
b
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
SUBBASE
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT
J.
VDOT STD.
16,
BASE
-2.5-11-
UD64
(TRAVEL LANE)
DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4)
AT ROAD INTERSECTIONS SHALL BE REMOVED.
R/W
T.PICAL Nr'IOHBORHOOD sTRz's'T SA'CT7iO1V (61' Rl*rr
PARK )YWA7 DRIVE (PUBLIC ROAD)
OS-SSAR RE 1,0,FATIAL & hrfXED USE SUBDIVISION STREET DESIGN SPEED.• 30 J PH
NOTE PROPOSED LANDSCAPING TO
U77LIZE OUTER 3' OF PLANTING STRIP
izf(y PER 3' CLEAR ZONE REQUIREMENT C%L
CG -6 POINT OF CG -6
5' WIDE CONCRETE 3' CURB &'i' GUTTER FINISHED GRADE CURB & GUTTER 3'
SIDEWALK (ICLEAR ZONEICLEAR ONE
/ 2f� SURFACE f I
2% 2% 2X
6 PLANTING . 6' PLANTING
4" VDOT 2tA STRIP 4" woT 4- LvoT STRIP
STONE BASE
1.0 5
SUBBASETO
BASE
E 6
14' 14'
(TRAVEL LANE) (TRAVEL LANE)
32' F/C-FIC j
5' WIDE
RI
/I
5' W/DE CONCRETE
SIDEWALK I
R/W
TYP.fC14,7 MFICHBOWHOOV STRE'E'T SECTION (677'
LEON LANls; B)AZOS COURT (ALL PUBLIC ROADS)
GS-SSAR RESIN,PWIAL & FIXED USE SUBDIVISION STREET DESION SPEED.• 25 JfP.H
4" VDOT 21A
STONE BASE
-5-
RIW
4" VDOT 21A
STONE BASE
-5 1
ii
FUTURE
CONNECTION h>w
FUTUR
_ _ ! CONNFCTIO
EXIST. GROU
�Q, r� /
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
VARIABLE WIDTH)
MINIMUM 5 FEET
4" CONC.-\
" --- 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
Table 4: Pavement Design (VDOT Pavement DesignGuide)
1 1 " SM -9.5A
SURFACE COURSE
3"-5" BM -25
INTERMEDIATE COURSE
4"-'8" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A
OR #21B DEPENDING ON
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
Pavement Design
GENERAL CONSTRUCTION NOTES FOR STREETS
ROAD NOTES
1.
ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO
GRADING
1.0
VDOT STANDARDS AND SPECIFICATIONS.
1.
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
2.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
AUT
EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
2•
WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
J.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE
8urface
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
a
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL
b
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
Sub -base
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT
J.
ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
(FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4)
AT ROAD INTERSECTIONS SHALL BE REMOVED.
FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
4.
ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
4.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
3 900
0
3000
SHALL CONFORM TO VDOT CG -9(A, B OR C).
DRAINAGE
5.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWAI Y ENTRANCES
1.
ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO LRE RCP WITH
BM -25
SHALL CONFORM TO VDOT STANDARD PE -1.
2:15
A MINIMUM COVER OF ONE (1) FOOT.
6.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS,
2•
STANDARD UNDERDRA/NS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
297
AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
297
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
7.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
3.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
2.25
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
3
AND HAVE A MINIMUM DIAMETER OF FIFTEEN(15)INCHES AND SHALL BE PLACED IN
8.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL
0.6
ACCORDANCE WITH THE VIRGINIA DEPARTMENOF TRANSPORTAION SPECIFICATIONS UNLESS
Brazos Court
FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND
0
OTHERWISE NOTED ON PLANS.
5
PROPERTY NUMBERING ORDINANCE AND MANUAL.
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
9.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY
BM -25
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
2.15
THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENG/NEER, OR DESIGNEE, THEY
5
COURSE.
638 '
ARE DEEMED NECESSARY /N ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
LBEMARLE COUNTY
10.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN
-
SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADSGENERAL
'�
CONSTRUCTION NOTE'S
11.
VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, /INCLUDING
ON THE ROAD PROFILES.
CONNECTION TO ANY EX/STING ROAD, A PERMIT SHALL BE OBTAINED FROM Tl -IE VIRGINIA
12.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT
DEPARTMENT OF IRA NSPORTA TION (VDOT). THIS PLAN AS DRAWN MA Y NOT A CCURA TEL Y
ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
PROCEDURE.
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED,
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
PA VEMENT
CLEARING, GRADING OR OTHER CONSTRUCTION.
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
5.
THE MAXIMUM ALLOWABLE SLOPE /S 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
6.
PA VED, RIP -RAP OR STAB/LIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE
METHOD OF CORRECTION.
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY ,IN ORDER TO
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
STABILIZE A DRAINAGE CHANNEL.
COMPACTION BEFORE BASE IS PLACED.
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
TRAFFIC CONTROL DEVICES.
MEETS REQUIRED GRADATION FOR TYPE I, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE.
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED .IN THE EVENT THAT
PIPE -CLASS Ill.
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
9.
ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
DAYS, THE PUGMILL REQUIREMENT WILL APPLY
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING, AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC -250 @ 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S TRUC7TJRES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL .NOT BE PERMITTED
WI THIN THE RIGHT OF WA Y. ONL Y THOSE STRUCTURES SPECIFICALL Y AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
VARIABLE WIDTH)
MINIMUM 5 FEET
4" CONC.-\
" --- 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
Table 4: Pavement Design (VDOT Pavement DesignGuide)
1 1 " SM -9.5A
SURFACE COURSE
3"-5" BM -25
INTERMEDIATE COURSE
4"-'8" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A
OR #21B DEPENDING ON
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
Pavement Design
RF=
1.0
Location
AUT
HCV
Design
CBR
SSV
I.Dr `
8urface
h
a
Kase
b
a
Sub -base
h
a
p
ADD'
Park Ridge Drive
3 900
0
3000
5
5
1� 25
SM -9,5
1.5
2.25
BM -25
5
2:15
211
0.6
i8«93
Leon Line
297
0
297
5
5
10 10 '
SN/1-9,5
1.5
2.25
BM -25
3
2.15
2 I A
4
0.6
12,23'
Brazos Court
96
0
96
5
5
x.27
SM-97�1.5
2,25
BM -25
0
2.15
21A
5
_ 0.6
638 '
T
cc) SCO T R. COLLINS-77'
No. 35791 12__-
1Z
2__ -
O
OPO
0
HUED
O
I w
}
r
/
\ ` \
01
00I
a ,.. ,
Z,
„Fk \\ r j
1
FUTURE
CONNECTION
LU
Ln
Ln i-
/ LU
LU
m �
O
✓ /< W
CZ U
Uj
-...-.R 0
i,
`
n o
TRIP GENERATION ,LARGE VEHICLE o Q � U
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED M a z C_
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: SCALE: II = 3OOI "MANEUVER DETAIL W 6 o 0
U)
L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 'SU - SINGLE UNIT TRUCK DESIGN n w
VEHICLE '" a LU
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE:ul
BEING COVERED. SCALE: 1"=20' J
f% a LLI
6
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE' .,_;,�
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.°° / / i
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN PRIOR TO PLACEMENT O E PAVING
F TH ING COURSE OR
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE ,' cv
/
AS SOON AS POSSIBLE. Uj
I- __ CD
Co r„
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART �; ; -1 e. ' uT '� o
OF THE FINAL INSPECTION.
i.
Mt ru ° Ls
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR In 'D/US oQ
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. ° °
°
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL I R'
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING TRIP GENERATION CALCULATIONS
ELIGIBLE FOR STATE MAINTENANCE.
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(8TH EDITION) / r
a6R10kF.aMLCNC 100 SINGLE FAMILY DETACHED UNITS - CODE 210
ADT: 957 VPD (478.5 ENTER/ 478.5 EXIT) p z
CV
a AM PEAK: 75 VPH (19 ENTER/ 56 EXIT) / �° M ^
'.'a?i.'31�'F 1 LaF 4 FQft DuA48 - - e \ U)
TYPICAL; DES i+1 , . - \ 11
0-
PM PEAK: 101 VPH (64 ENTER/ 37 EXIT) /A f -- = �.. ,\ \`
OACK OF CUPA 'Y1.M WJL s�i MA7F. i
SECTION A-r� ¢ F JF p
1. ►�, I a" •� (3)O 0
` PHASING TURN -ABOUT PLAN N 0�
SECTION a -e=, ? SCALE: 1 "=200' (P) TEMPO H
TURN-AROUN Q H
WM ?&"7404M aN PTF 0MC7Ai.E VAINIs SUWAM, - ALTERATIONS - , � '� CONCENTRIC >
' BULB CUL-DE-SAC ° c5
j U-1
z
�«,. ,., ' (P) PHASE IV � �J
TEMPORARY/ / AND EASEMENT � / \ J r � 0
wALT[C- tNATIVf= j � J
>° r,
YPE N -AROUND `�°., , _
> z
COL U)
TYPICAL \� .. W p z
TYPICAL AGEMENT SSWDIAGONAL AA TION AT ICAL LACE INT � \ / /n / 4,:.,. �,$1 Q
AT INTERSECTION y �- - O
WITHIN CROSSWALK A'! 3 �
WITHIN CROSSWALK (WITH BUFFER STRIP) / \�, / '� �w ]-• {, r) O v
O
TAS 4C9W T2 BE UAF FIR CQl13TRIlCPN.MM nW WCWMATES WW gat ALK. flMDN.ti O
(46* IEMM
a F££TTi PwaAet CtAa3 RAP EPDTM a FEET FOR rEYF \ \ �` <� &`
A ql O �
CG-12 DETECTABLE WARNING SURFACE \` �, 2 OF 4,/ P) PH SE II' , 71
F--�
NMXM ' TEM ORAR Sn d , 1 °'-r 0
IN TYPE A (PERPENDICULAR) i' Yy W U
502 LAR) APPLiCAT1CN+t r ALTERNA E / ry CC
YOKW OWMl WNT -4F TR*VNXTATW - - 20 MM '` \ 4 / .a / �`� �, r r Lij V) U C
GENERAL NOTES:
1, THE DETWTABLE *MMM SHM.L 8E PRCVM W TRUNCATED DCMNES.
2, DETECTAIIILE WARNING TO SE CLAW k3 CONCRETE ICLASS A-4 IF PRECAST)
WITH SLIP RESISTANT NTEWAL SURFACE COVF.RIIM TW FILL WIDTH OF THE
V"ZRAM' FLOOR 8Y FOOT N IN 7 DIRECTION OF PEDEESTFI M
« N}Tf ER TYPES CF iaAM ATFI�FE TRUNCATED DOM NOETECTAKE
WARNING /MAY BE USED WITH THE A,PPRavx OF THE ENGNEER TYPE A
3, SLOPK SIDES OF MW RAMP MAY W POURED IAWXI HICAu.LY WITH/ RAM* P'ERPENI�iCULAR
FLOOR 4R BY USING PERM / E CONSTRUMION ,K)IKT WITH REQIJF" BARS,
4. TFwI AD RAMP FLOOR �FLAR£D i569 CANPFIECAST HOLES > "15Tr.J+sr K PROVIDED E °I&
!
A
O
PRECAST RAW FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, i M01,
k BNP'' ARE TO BE NO. 5 X I!" PLACED T CENTER TO CENTER ALLY�x1 MLAO
SAES I 'RAMP FLOOR. IMO-WTH IF RW FLOUR, /MINIMUM � °na-
S. CURBARE f . Q4 ANDIN AYMM FOR CM IVF i IOS � TO CURB RAID
/ p EY B� TYPE B
TI
7- EMS.TTHAD8AS=1 N %TTI URAS" PARALLEL
AN A HE SSOX ROUTE WITHIN TROIT OF MAY OF A M W►AY FACILITY
CROSSES A CURB OR NONEXMIENT, THEY MOSTSS BEBE LOOCATED WITHIN MESEWALK H. TR4 CROSS,
AS SHOWN pON PIANS OR A5 DIRECTED BY pTHE ENGINEER AND SHOW WT
HK1l�s, MRf M SzemRbUTEN.S 9 A T` T S
LJNUBST /TED 57Ai#I.E, FIRM AND SLIP RESISTANT PATH QOFNECTIMG ALL
FACILITY THAT CIM/ BE Ate, ENTMW
AND USM BY PEDESTRWIS. TV x
(I. RAMPS MAY 13E PLACED ON RADIAL CR T*X;UMiTA1. SECTIONS PROVIDED THAT T MI; � Al � , 2" HIGHER THAN
THE CURS OPEPINQ NS PLACED WITHIN THE L✓MTS OF THE CIIND�SSWUANX AND OF PAV ENT
PERPE UL OPER TO THE CUM OTION OF THIS CURB UPE}INtG I5 AT * * , SANE AS TOP OF CUR@
0. W0'W%EE ALN IS 4`" THE A RAi}IPWOT TYPE C
ST %%0 FM IDEA YT PARALLEL & PERPEND ICULAR
FFWCJ FOR TE
10. WHEN "D RAIDS ARE USIED N CONAWnON WITH A SHARED USE PATH.
THE 1100 XYI WIDTH SHALL K THE WYIOTH OF THE SHAM WE PATH
LIW° - 2.4` TRUNCATED DINE
C -C
:7 0 4 o a a a a a
0 00 0 a 00 000000 OF
000000000000000
a
D O Q a a 0 00 a a a O G aa 3
a a as 0a 00000000
O
lWQX - da t IDT DIAMIETER 0 0 a a a 0 00 0 0 0 0 0 G of
I.
a a 0 a 0 a 00 000000
DIAMETER PAY LIMITS
TRUNCATED DOME DETECTABLE WARNING
DETAIL DETAIL
SHUT D OF 4
CG -12 DETECTABLE WARNING SLRF'ACEVEWCOM
REV. 7/05 GENERAL NOTES
2fl3«D'5 VIRMU OEPARTIENT OF TRNISPOliTATION
/ j / TURN -AR o
C.�
ZZ,
'r . v8 A a_ I I I � r' ` _/f �� \ e ai>��� ` 7:. }`+ � = O � Ul
Ile
HASE, IV
41
Ul UI)
.,._._. .• ,% P P ASE 11a �
TEib1PORA�'S' � � z
\ / T '`TYPE II 1 I ZwO
t
URNAF,OUND I I Wry
z
AND EASEMET"ASI ` ( w o
IjJ U
I-UU
(P) TEMPORARY
o�
\ \ r TURN -AROUND / / O °
I t CONCENTRIC
BULB CUL-DE-SAC / O
AND E� -., / p LL 0 .o
r A&E VLU U
f I o
J U
\`` 1 W o
1
W L
LLJ
Ce - o
.r )OB NO,
-f 112066
o
" >
SCALE
AS NOTED
co _
SHEET NO. a aai
co
o
r
SCO', R. COLLINS'Z
L> No. 35791 ll�
NO
TES:
7.
ALL STORM PIPE SHALL BE CLASS Ill RCP UNLESS NOTED
N
J�
O
OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES
MUST BE PROVIDED.
2.
ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
THICKNESS BEFORE COMPA C TION OVER THE ENTIRE
=
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
�°
o �
AND BRIDGE SPECIFICATION 303.04.
3.
ALL FILL MUST MEET 95% COMPACTION.
4.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SANITARY SEWER.
5.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
6.
MINIMUM I' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 7.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
7.
VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL
S TRUC TURES.
8.
VOOT STD SL -7 SAFETY SLAB REQUIRED ON STR 2.
9.
THE DUCTILE IRON WA TERLINES SHALL BE WRAPPED IN
VERTICAL SCALE
POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL
CONDITIONS, WHICH WILL BE TESTED AND INSPECTED
0
DURING THE CONSTRUCTION PROCESS.
5 0 25 5 10 20
.
J
N
J�
O
W
=
�°
o �
�
T�
°
Jry
r
1..1.
0
o
0
�
VERTICAL SCALE
U
0
5 0 25 5 10 20
.
0
L.L.
� r
v o
O
N
x
°D
( IN FEET)
o
1 inch = 5 ft.
° o
uj
w
E
HORI20NTAL SCALE
a
0JOB
50
0 25 50 100 200
NO.
112066
0
( IN FEET)
o
SCALE
1 inch = 50 ft.►►
►
V:1 =5
° 0
u
H:1"=50'
SHEET NO.
a o
R-2
V
°
LEON LANE
620
615
PROPOSED 12"X8" TEE
2-10" G.V.
1-8" G.V.
605
w W
W w
0 U
wLL
m
•-
•
HIGH PT STA: 10+97.56
HIGH PT ELEV: 610.83
LOW PT STA: 10+80.00 PVI STA: 11+35.06
LOW PT ELEV: 610.92 PVI ELEV:610.64
K:20.65
PVI ELE�:611.07 1LVC:75.00
LvC fiD 0(y- LO Ln o
a r SSD; -749'o N 0) ti
a CC) Corn + t° + (0
-0.50%
2.1 S'
8" W/L !
—STM
w13 ` 4-,' W/L
=STM-
of
O00
w a
w Qo NE8"CLASS
ROPOSED
co Q c3 -cam -- 52 D.I.wwATERLINE
Z Ln f
5
50
! 8"X6" TEE
;. 8"X4" REDUCER
1-6" G.V.
?� PROPOSED TYPE A SO
1-4" G.V.
4" CLASS 53 D.I.
WATERLINE
ap 00 N 0 a m N 00
d CV L6 7 �- O T 60n r `� L6
O O
CO CO Cfl W CO (0 CO Q0
10+00 10+50 11+00 11+50 12+00 12+50
BRAZOS COURT
ow
400
VERTICAL SCALE
0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
0 25 50 100
( IN FEET )
I inch = 50 ft.
m
m-
L -112 1
,f
m
m
13+00 13+25
APPROVED STORM DRAIN DESIGN
FROM PHASE I OF SUB20o8-49 &
WPO 2007-44 DATED JUNE 8, 2007
(NOT YET CONSTRUCTED)
20
200
0 sc . T R. COLLINS-
0
1L) No. 35791 7>
dol SSS J ANAL
z
O
a
H
u
Ln
w
a
z
O
Ln
H
Lu
x
V)
z
O�
H
N
w
a
NO
TES:
1.
ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED
N
0 THER WISE. A MINIMUM OF 2' COVER OVER STORM PIPES
N
MUST BE PROVIDED.
2.
ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
, -i
PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE
LLj
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
THICKNESS BEFORE COMPACTION OVER THE ENTIRE
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
AND BRIDGE SPECIFICATION 303.04.
3.
ALL FILL MUST MEET 95% COMPACTION.
4.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SANT TAR Y SEWER.
5.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
6.
MINIMUM 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
�
2:
SANITARY SEWER MUST BE PROVIDED.
7.
VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL
r-1
STRUCTURES.
8.
VDOT STD SL -1 SAFETY SLAB REQUIRED ON SIR 2.
9,
THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN
°-
POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL
w
CONDITIONS, WHICH WILL BE TESTED AND INSPECTED
.T -i
DURING THE CONSTRUCTION PROCESS.
U
a
O
620
615
PROPOSED 12"X8" TEE
2-10" G.V.
1-8" G.V.
605
w W
W w
0 U
wLL
m
•-
•
HIGH PT STA: 10+97.56
HIGH PT ELEV: 610.83
LOW PT STA: 10+80.00 PVI STA: 11+35.06
LOW PT ELEV: 610.92 PVI ELEV:610.64
K:20.65
PVI ELE�:611.07 1LVC:75.00
LvC fiD 0(y- LO Ln o
a r SSD; -749'o N 0) ti
a CC) Corn + t° + (0
-0.50%
2.1 S'
8" W/L !
—STM
w13 ` 4-,' W/L
=STM-
of
O00
w a
w Qo NE8"CLASS
ROPOSED
co Q c3 -cam -- 52 D.I.wwATERLINE
Z Ln f
5
50
! 8"X6" TEE
;. 8"X4" REDUCER
1-6" G.V.
?� PROPOSED TYPE A SO
1-4" G.V.
4" CLASS 53 D.I.
WATERLINE
ap 00 N 0 a m N 00
d CV L6 7 �- O T 60n r `� L6
O O
CO CO Cfl W CO (0 CO Q0
10+00 10+50 11+00 11+50 12+00 12+50
BRAZOS COURT
ow
400
VERTICAL SCALE
0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
0 25 50 100
( IN FEET )
I inch = 50 ft.
m
m-
L -112 1
,f
m
m
13+00 13+25
APPROVED STORM DRAIN DESIGN
FROM PHASE I OF SUB20o8-49 &
WPO 2007-44 DATED JUNE 8, 2007
(NOT YET CONSTRUCTED)
20
200
0 sc . T R. COLLINS-
0
1L) No. 35791 7>
dol SSS J ANAL
z
O
a
H
u
Ln
w
a
z
O
Ln
H
Lu
x
V)
z
O�
H
N
w
a
N
N
N
N
N
N
, -i
,-i
LLj
W
c
z
O
O`l
Q
L 1
U)z
U)w
m
�
2:
0
F-
z
w
r-1
fN
O
z
U
<
z00
Lu
°-
I--
w
w
r` -i
.T -i
a
OU
U
a
O
}
w
o
U
O
v
p
w
>>
00
O
'�w
>
O
>
4
dS
O
a
D
<
U
Ci
Q
w
rL
w
°
d
Lu
w
w
V)
wLu
w
o
V)
>
w
w
w
>
iY
X:
Q
V
w
Q
I--
w
4
iA
V J
z
Q
0
O
oQ
C, T
�w C
O _°
O
a
H �
o d
W �z
o Lu
� w
z
a �
T cz
1 u °u
�z
Q' J
C Q
06
O °�
W
3�
WU
N C
U �
0
_ ��
O
O in
r)��
L
0
_-C
z T�
Eo
cn
Lz �
Ow�
z wco
ce- �C7
z .°
w�
U
V)
z V)
J JC
o°
U U
H0
a o
�o
o 0
�
a�
O
u—
C) O
X +-
O U
_n
�(n
HV) °
b h N
uj
O w U .E
= O
O
JOB NO.
112®66 o
� N
(n y
SCALE a
V.1 "=5' "
p�
° c
H.1 "=50' v
D y
SHEET NO. Q o
N 0
R-3 N "
N
N
N
N
N
N
, -i
,-i
LLj
O`l
Q
L 1
0
r-1
fN
L
\
\
r` -i
.T -i
iA
V J
z
Q
0
O
oQ
C, T
�w C
O _°
O
a
H �
o d
W �z
o Lu
� w
z
a �
T cz
1 u °u
�z
Q' J
C Q
06
O °�
W
3�
WU
N C
U �
0
_ ��
O
O in
r)��
L
0
_-C
z T�
Eo
cn
Lz �
Ow�
z wco
ce- �C7
z .°
w�
U
V)
z V)
J JC
o°
U U
H0
a o
�o
o 0
�
a�
O
u—
C) O
X +-
O U
_n
�(n
HV) °
b h N
uj
O w U .E
= O
O
JOB NO.
112®66 o
� N
(n y
SCALE a
V.1 "=5' "
p�
° c
H.1 "=50' v
D y
SHEET NO. Q o
N 0
R-3 N "
INV II
NO TES:
L ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTEO
OTHERWISE. A MIN/MUM OF 2' COVER OVER STORM PIPES
MUST BE PROVIDED.
2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
THICKNESS BEFORE COMPACTION OVER THE ENTIRE
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
AND BRIDGE SPECIFICATION .303.04.
3. ALL FILL MUST MEET 95% COMPACTION,
4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SA NI TAR Y SEWER.
5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND I.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
7 VDOT STD. IS -9 INLET SHAPING REQUIRED ON ALL
S TRUC TURES.
8. VDOT STD SL -9 SAFETY SLAB REQUIRED ON SIR 2.
MHg - MHEXs-z
VERTICAL SCALE
5 0 72.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
OA
SCOR7I' R. COLLINS--;" No. 35791 "Ll
z
O
a
Ce
u
V)
w
n
z
O
w
ry
V)
Z
0
N
H
N N
W
W
n
M
W
ce
Z
0
M
z
in
w
z
w
1'
�o
z
zo
M
O
n
Q
�~O
U
Q
Cz
U
U
p
L
>
Z
p
O
'S
O
j
¢
d
oZS
O
U
n
Q
U
Q
a
w
ra
W
Q
Wd
H
W
W
nW
=
a
nCC,
w
>
w
N
HLu
Z
N
0-0-,
\ \
\ N N
Lr)00 00
Lu
M
M
z
N
Q
1'
J
M
�
O
0
Q
N
Q
a
�
0
N
N
>
LLQ
W�z
J
6�
�w
�z
—j
z
�z
awamm
�w
W
Qz
Lu
C6
ce
J
O
0
1-�
uj
O
N o
N
p
3 O
0
W
� °
U
N
U �
U
<
_
0
oU)
Q Q)
Q) U)
r�ce
O
Q)L
�x
X
W
C�--
°
�s
ul
D
Eo
U)
V
C
z c
w
Q
w �
W
w
z
L.L
z O
W U
U)
z
�
J
J
O O
U
°
W
=
O �
F—
OC
o
Q
(D
6
0-L6
Q).2
0X
O
0
UO
-F+
�U
N
O L
C:
U O
p
w
o
U
�
�
uj
wE
m
o
a
U �-
_
°o
cin
O
]OB NO.
112066
U �
O
>
° m
SCALE
V:1 11=51
U
c
H:1 "=50'
SHEET NO.
O >
o- o
R-4
N
o
S�
7 3�:
/fill _
,
r
r
:
J
,
,
l
, r _
Structure Area Cr4 t, Station
SC T R. C0LLINS
U No. 35791 ,ll�l
Z
O
d
U
LO
W
n
Z
O
H
14
W
Ln
1—
Z
w
V)
O F-
U Z
Q W
(A 2:
Q0
O
C6 U
O Z
M --j
> O
U
a
O n
U W
cl� V)
a >
W
n C�
W
H
W
w
LU
t
,
rN- L0 r-
1 l
V J
z
Q
0
o Q
Q
T
OO
N
N
H �
o C5
W�z
z Ww
z
�z
T ° w
az
o_ J
c J
06 o
�o
o
LUo °
H� o
W
U
o
U
Lr) LU
N �
U N
Q
T O 3
i
n \\\ � V)
I.) U
N �
X
0 N
O U
6
E N
F� C
O
LLJ
V tY
iii w n
Z
CU �
U
� L
J N
J J=
o °
F---1 v
T o °
� o
0
o �S
o�
o
U 0
X.
U U
N �-
s
O
O O
W O °
J
U O
U ~ °
W h
n Uj U
0
JOB NO.
112066 0
0
m _>
SCALE ° m
rn
SHEET NO. fl w
0
DP -1
_�
`
• I
* *
#
/fill _
,
r
r
:
J
,
,
l
, r _
Structure Area Cr4 t, Station
SC T R. C0LLINS
U No. 35791 ,ll�l
Z
O
d
U
LO
W
n
Z
O
H
14
W
Ln
1—
Z
w
V)
O F-
U Z
Q W
(A 2:
Q0
O
C6 U
O Z
M --j
> O
U
a
O n
U W
cl� V)
a >
W
n C�
W
H
W
w
LU
t
,
rN- L0 r-
1 l
V J
z
Q
0
o Q
Q
T
OO
N
N
H �
o C5
W�z
z Ww
z
�z
T ° w
az
o_ J
c J
06 o
�o
o
LUo °
H� o
W
U
o
U
Lr) LU
N �
U N
Q
T O 3
i
n \\\ � V)
I.) U
N �
X
0 N
O U
6
E N
F� C
O
LLJ
V tY
iii w n
Z
CU �
U
� L
J N
J J=
o °
F---1 v
T o °
� o
0
o �S
o�
o
U 0
X.
U U
N �-
s
O
O O
W O °
J
U O
U ~ °
W h
n Uj U
0
JOB NO.
112066 0
0
m _>
SCALE ° m
rn
SHEET NO. fl w
0
DP -1
_�
STR:28 DI -213; L=10'
STA. 27+64.64
TP=647.64
INV IN: 640.25 TO 30
{ INV IN: 640.25 T 50
t I
INV OUT: 640.15 TO 26 r
STR:24 DI -2B• L=12 ! ( !
B; L=10
STR:26 DI -2 i I !
65 ,--.. ..
! I STA. 23+48.35 _ _ 25+96.91
I STA. _..,.- TP 641 96
i I I
� 1
45
INV IN: 635.20 TO 26 -
INV
I i ! i I INV IN: 639.00 TO 28 ! 1
I i I ( ! INV IN: 635.20 TO 46 ! ! i I
i INV
r i ' I
l i I IN: 639.00
i ! TO 48
- --J __ -_.. _.. _ _.-- - i - - - ---_L_ --._. _ _ .- 6
i I y r - -INV OUT: 635.10 TO 22- I _ .. -' _.... i -
` I OUT: 63 0 T 24 r
, €
i NV TO j
.22 DI -2B; L=10 I 1
650 STR T• ! I !•----
i
T
1 !
!
,
II !EI Ii
'..-......----_ A 22+19.27_11 .
-
_60
INV IN: 628.00 TO 24
- !
--
!
�.
I -i ? I ! - __...,
i
! �
I ! +
__ I I
I !
I ( ! S
!, I!
�(t
Ji
/
i ! !I
!i
.. -+',
-
�
I
k
--i_,..-- - - _IOU 62 0Ct0o
TR:20 DI -2B• L=8'
645 STA. 21+14.23 1 -
1..
--LC- TP_629 50 07 0 -LAT
I I 1 !
_....I,
jji jj
! I h!
(
I
.
LOT
T..
CJ 7 L ILOT E9 LAT! 2.9INV IN: 622.50 TO 44
- '--- .----- -------- --- - - - INV IN: 622.50 TO 22
I •
-2
.15 '
Sf
-
___ I
TO 8 0' 1W/L
_INV OUT: 622.40 CT N LSTR:18 DI -213; L-
!
f
f
.. 1,,_=....'._
8 I2.9 9' 2.640 -Sw/L1 1'STA. 19+71.59 w
TP-624.77.-.�-
I
€�,
1'
i, II1 INV IN:
• 617 5I 0 TO (� 18B
---
i 1 g Li
_
RCP
25INV IN: 617.50 T0 20
_......... ___--. --- ------------- -- -
-- -____- 16 0!
.
40 TO 16
6
9
% - - ._. -- - . .
INV
635 -2B; L=8 1.49%STR:16 DI 245 ------
i STA. 18+23.68LO !7 1
STR:14 DI -213, L=10'TP=622.83 .!i
-
i ! ! I i I STA. 16+63.89616.07
1.80'
I ------- -' - ! - 1.__ . l- 1 I I I i !
4
INV IN 616 07 TO 42
f ! E TP -616.13 I I /4� , ; L - - - _i. - - -- ._..-...-.
INV IN. 613.25 TO 18 i j � ! ! � (-- ! � �... ------------_E-___
INV OUT: 613.15 TO 14 -STMT
INV IN: 609.90 TO 14B
630 INV IN: 607.45 TO 16 I ( ! ! ! I ! ! j I I ! 23 \.�\� 5• I i ! j i ! I i !
! I I � I
---- j G
-- - _
E
INV OU . i 607. TO 1 ! ! I i ; i i ( ! € I � ! !
N T 35 2 1 I I F
i V ; :ice
_ I
V2 LAI'
-
Ii
^W
STR:12 DI -2B, L_4 1. 40'
62STR.10 DI -2 B, L_8
!
I
!
STA 15+80 81.
I ,
I t
I STA. 14+ 7 4.8 9 I i -i I : r � � -: ' ' - ' -- _ -- -- -- _- _ € - ---- _ ---- -I- ---
{ ( ! ! _ TP=611.27, I ! ! _----- , ! -STM; J i-
{ I ! TP -609.33 I i I ( j j I'73 LAT IGL ®
I ; INV iN: 603.85 TO 14'
INV IN: 602.50 TO 12 I (
i 1.45' I /
INV IN. 603.85 TO 401 i LOT 74 LAT �-' ,
...-_..__.. ... ... _ .__ _....____1___ ....._____ _ _. _______._ !_._ ...... ._ .__ _J . _ _ __. I ! ! ! I !
__� _- -
T I : - �. -. ...... _- -- ... ...... .......__..__ .. - _... ; ........ _ ._ ......__._... ____._ .... ......_-...... -. _ _ _ ...__._ r
I INV OUT: 6 02.40 TO 8 1 W L 5 -- + . - - - 3 -------- - _;--
I I I ! ! ! I INV OUT: 603.75 TO 10' i ! f I �Q ! I
I 1 - S _I -
! ! ! ! LOT 5 1 W/L I
620L=10' 7 AT
!sTM I ! I I
STR. -
8 DI 2B; ! I
_..- _.....
I
! '
3.20- 19
I!
✓"'i1'Sg
» g
C VI
C'
LLF 1I!
®R5P • !'1
STA. 14+43.01 G
---- _!-
- - I - •
.(=�. fMTP=609.01 �
___ INV IN: 601.60 TO 10 I
_ !
V OUT: 601.50 TO 6
STR. 4 MH f615 STA. 11+23.24 17
T -
- TP -603.04 T 11STR.6 MH io
TP605.64 !INV IN. 593.00 TO 6 STA. 13+67.50
iiNV OUT 592.90 T 2 - { -_.._ ! . __---._ _INV IN: 597.00 TO _.' ,......
- -_ _
INV IN. 597.00 TO 38 8 W/L
_...
_-
_..
i
!' I ! ! i i i ' i
STA. 10+34.35 I INV OUT: 596.90 TO 4 ! I ( I ! !
- -- _,..
I
1 i
t
TP -604.00 '__�
' I i I I ! ! 1 �, �!1 G� �•: j I { ! 'r 4 � 'i i ! i -i I I ! i !I ... i. �_... _� '_ I ' �......
INV IN. 591.60 TO 4 ! LOT' 77 LAIT , �� I ! { ( ! I ! ! !
I
. INV OUT. 591.50 TO _.. _____ I
;
:
I
....__--I
! I
! I !
!
I ( i - _ --------.---- I T_ _7 L-A _ --. ...
4" W/q-
I
I
-STM
605 85
,
I
G �
/
3.00 -ISTM
W/L
--------- a I i I ! I i
1
STM - _ _._...... --- 1 -- - --- - --------------J._.._... . _.._.
I
-- -_
,7
- ---- - _ ._.. __ . __ .- - - --
i ! I I ! �-. 1_ �__. ...�-. I _._ �._... '._ �_. [ I 1 ..i._ __ __ _
�1 �� i ..'_ i.. _ i
600 ! I ! ! I ! I ! !
I 7 2.04 I
;
J_.__._.__
_ - -._ __-..... - ........_ _- ................... _..._._! ... I I I
! i
0 41 SAN 1 1 9 I 1 - - - - _..� - - -- - _ _`__)_...._,I - -
,
6� I I ' ( i I ! � �.... t _�.._ .. _I -, i i .... ,I
I 9 alT ! E i I
I I
, i
L ; SRML I
T T i 1
,
- _....
I
:
a I i
I
?
i
I
I
,
I i
:
LOT 7fi LAT ! I
24" RCP
�i _: ,` ,,; y_.,..--- �j•; I i I i �_ i !
5 = ! 105.92 LF CSD 1.181
n ! I I I
595 I_ ( I
I_ '24 RCP i I i i I I I
1
: i
I
-1-_ - --- - -- _._.. - _..-... ..._v _... --- . ... _.__.� J. -- - --- _ - ---
ti
: I
_ �-- �� I ! I ! 31.88 LF CSD 2.51% I I
%}' RCP
2
624.2I - 1 L_F{
II - !; _- !! I:
-+! I!
!!:
_ (!i
IiI
II !
_
STM
24" RCP 8„ SA
01.46%590
!
Ii
I!
i i I
!
i , !
_ C I
i I
, i
4
INV bUT.
I00 30 RCP
91 I !
5
i
588 ! 34.35 LF CSD 1.461
i -
;
iI W 0 Cfl LO Co
rC-D OCJ O CD O uClO) ONCD d CO N O 0) 00 �L 00 ON rry 0O
CY)py d C7U-) oL0 ON �00 oO_I _I N O On 00 O t(N to tt
w w �0o OO O� C7 ft¢f-) to •-} OLn
d
0 C (6 O� Q 0 r) Ln 00 U) 0-) C)O O0-) O O N
N N N LC9 C9 Cco Co o co o N N N N
W LL �CO COcoCO O Q0 O �D CO Qo CO (D CD CD t`
� � � CO; O CO � CO O CO �p CO O � � CD � cO O CO � CD � c0 O c0 � O O cD O
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+0
STR: 12 DI -26; L=4'
STA. 15+80.81
TP=611.27 STR:40 DI -2B; L=12'
INV IN: 603.85 TO 14
INV IN: 603.85 TO 40 i STA. 10+64.83
INV OUT: 603.75 TO 10 TP=611.13
INV OUT: 604.38 TO 12
i
- ► -
a � - ---_ i 610
j,1 o„ W/4
605 -STM 605
_--- _
39
15 RCP
__64-83 LF 0 0.82%-:---- -�
!M1
tf} h
W W o N O
wU-
10+00 10+50 11+0011+25
STR40-STR12
J I tt: 0 m
STA. 13+67.50 STR:38 DI -2C; L=10'
TP=605.64 STA. 10+42.57
INV IN: 597.00 TO 8 TP -605.16
INV IN: 597.00 TO 38 INV OUT: 597.33 TO 6
INV OUT: 596.90 TO 4 _...-.... _;___._____ _._.-._----_
605 ! ! 605
i I !
' LCAT 79 AT
I ! 2.62' : I
1 WA !
600 I- __-' -sTM i 600
595 ! 595
--._._ . .-i-- - ...- ....... ..-- ..............-i
I 18" CL IIi RCP
592 I 41.10 LF 0 0.80%
10+00 10+5010+75
STR38-STR6
STR:16 DI -213; L=8'
STA. 18+23.68
TP'=622.83
INV IN: 616.07 TO 42
INV IN: 613.25 TO 18
INV OUT: 613.15 TO 14
625
STR:20 DI -213; L=8'•
STA. 21+14.23
STR:42 DI -213; L=12' TP=629.50
STA. 10+36.20 INV IN: 622.50 TO 44-
_-TP=623,00 INV IN: 622.50 TO 22
INV OUT: 616.27 TO 16 INV OUT: 622.40 TO 18
! i ;
!
i
I
630
! I
625
620 III iI 1620
;1.09'
1 oilW/L
I i
I !
41 :�
615 15" RCP ` 615
36.20 LF ®0.557 _
I I ! !
I
610 i _-_--_- -__ _ 610
i !
I !
608 i 608
WW �n
N
N N
wCD Co cfl
LCL
10+00 10+5010+75
STR42-STR16
STR3o-PON D
STR:44 DI -213; L=16'
STA. 10+35.59
- TP=629.74 STR:24 DI- 2B; L=12 STR: 28 DI 213; L=10'
iNV OUT: 622.75 TO 20STA. 23+48.35 1 STR: 46 DI -213; L=16'STA. 27+64.64
TP=641.96 STA. 10+35.19
-- "- TP=641.96 TP: -647.64
INV IN: 635.20 TO 26 INV IN: 640.25 TO 30
iNV IN: 635.20 TO 46 i INV OUT: 635.38 TO 24 INV IN: 640.25 T 50
! 630 INV OUT: 635.10 TO 22 INV OUT: 640.15 TO 26
i
!
I ' '
640 640 650
625 625
!-STM
r
17 43 I
�-
! 15" RCP
620 r 35.59 LF 0 0.707 ! 620
! !
618 618
J J '0 p
ww D rn
wLL_
10+00 10+5010+75
STR44-STR20
i 655
NO
TES:
1.
ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED
10+35.15
w
O
MUST BE PROVIDED.
¢
c�
w W
PREDOMINANTLY OF SOIL AND BE PLACED iN SUCCESSIVE
w
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
640
O(0
47 _..__ -STM 640
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
N
00
J.
ALL FILL MUST MEET 95% COMPACTION.
Co
0
%o
w
2:
SA NI TAR Y SEWER.
W L-
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
6.
MINIMUM I' OF VERTICAL SEPARATION FROM STORM
o
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
U
10+00 10+5010+75
STR38-STR6
STR:16 DI -213; L=8'
STA. 18+23.68
TP'=622.83
INV IN: 616.07 TO 42
INV IN: 613.25 TO 18
INV OUT: 613.15 TO 14
625
STR:20 DI -213; L=8'•
STA. 21+14.23
STR:42 DI -213; L=12' TP=629.50
STA. 10+36.20 INV IN: 622.50 TO 44-
_-TP=623,00 INV IN: 622.50 TO 22
INV OUT: 616.27 TO 16 INV OUT: 622.40 TO 18
! i ;
!
i
I
630
! I
625
620 III iI 1620
;1.09'
1 oilW/L
I i
I !
41 :�
615 15" RCP ` 615
36.20 LF ®0.557 _
I I ! !
I
610 i _-_--_- -__ _ 610
i !
I !
608 i 608
WW �n
N
N N
wCD Co cfl
LCL
10+00 10+5010+75
STR42-STR16
STR3o-PON D
STR:44 DI -213; L=16'
STA. 10+35.59
- TP=629.74 STR:24 DI- 2B; L=12 STR: 28 DI 213; L=10'
iNV OUT: 622.75 TO 20STA. 23+48.35 1 STR: 46 DI -213; L=16'STA. 27+64.64
TP=641.96 STA. 10+35.19
-- "- TP=641.96 TP: -647.64
INV IN: 635.20 TO 26 INV IN: 640.25 TO 30
iNV IN: 635.20 TO 46 i INV OUT: 635.38 TO 24 INV IN: 640.25 T 50
! 630 INV OUT: 635.10 TO 22 INV OUT: 640.15 TO 26
i
!
I ' '
640 640 650
625 625
!-STM
r
17 43 I
�-
! 15" RCP
620 r 35.59 LF 0 0.707 ! 620
! !
618 618
J J '0 p
ww D rn
wLL_
10+00 10+5010+75
STR44-STR20
1.02'
_WT
635 �- i'I i I 635'
15" RCP
632 35.19 LF 0 0.517 632
Ld Lu
ww
W Lei cD
10+00 10+5010+75
STR46-STR24
STR:14 DI -213; L=10'
STA. 16+63.89 STR:1 n ^ r
'
TP=616.13-- - -! 4B DI -2B; L=12'
INV IN: 609.90 TO 14B !STA. 10+43.51
INV IN: 607.45 TO 16i TP=617.71
INV OUT: 607.35 TO 12- I --- - - -----------,INV OUT: 610.50 TO 14
620 620
I I !
!
615 615
! ! 1.40' I
lo"W/L
-STM I
I T
610 i � ; 610
I I
I
------ -- - �a
! 15 RCP
Lu
43.51 LF 01.
605 I 605
I i
602 ! 602
Uj Li 00
W W N 6
w �
10+00 10+5010+75
STR14B-STR14
i 655
NO
TES:
1.
ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED
10+35.15
OTHERWISE. A MiNIMUM OF 2' COVER OVER STORM PIPES
O
MUST BE PROVIDED.
2.
ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
w W
PREDOMINANTLY OF SOIL AND BE PLACED iN SUCCESSIVE
6501
UNIFORM LAYERS NOT MORE THAN 8 INCHES IN
640
THICKNESS BEFORE COMPACTION OVER THE ENTIRE
47 _..__ -STM 640
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
N
AND BRIDGE SPECIFICATION 303.04.
J.
ALL FILL MUST MEET 95% COMPACTION.
4.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
w
2:
SA NI TAR Y SEWER.
5.
MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
6.
MINIMUM I' OF VERTICAL SEPARATION FROM STORM
o
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
U
SANITARY SEWER MUST BE PROVIDED.
7.
VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL
635
STRUCTURES.
8.
VDOT STD SL -1 SAFETY SLAB REQUIRED ON STR 2.
U
d
w
1.02'
_WT
635 �- i'I i I 635'
15" RCP
632 35.19 LF 0 0.517 632
Ld Lu
ww
W Lei cD
10+00 10+5010+75
STR46-STR24
STR:14 DI -213; L=10'
STA. 16+63.89 STR:1 n ^ r
'
TP=616.13-- - -! 4B DI -2B; L=12'
INV IN: 609.90 TO 14B !STA. 10+43.51
INV IN: 607.45 TO 16i TP=617.71
INV OUT: 607.35 TO 12- I --- - - -----------,INV OUT: 610.50 TO 14
620 620
I I !
!
615 615
! ! 1.40' I
lo"W/L
-STM I
I T
610 i � ; 610
I I
I
------ -- - �a
! 15 RCP
Lu
43.51 LF 01.
605 I 605
I i
602 ! 602
Uj Li 00
W W N 6
w �
10+00 10+5010+75
STR14B-STR14
645 ! I!I ! II I ! 645
1.20'
1 )" W,
640 -� 640
35.15 � !
638 I { 638
J J Cn
w w Ln t;
w0
10+00 10+5010+75
STRSo-STR28
!
I
STR: 18 DI -213; L=8' ! ST'R:18B DI -213; L=12'
STA. 19+71.59 11 -STA. 10+44.14
TP=624.77 C ..__ --TPS=625.35
INV iN: 617.50 TO 18B j j iINV OUT: 617.75 TO 18
INV IN: 617.50 TO 20 !
INV OUT: 617.40 TO 16 _ E .............__ _.......__..... _�_.....,___
1625
625
I I ?
! � I
620 ! 'i 1.93'1 620
-STMj
177 18'A 1
I
615 ! ! _l i._ ! 615
15" RCP
612 I 44.14 LF CSD 0.57%
i 655
I
{
I
!
STIR:50
DI -213; L=10'
STA.
10+35.15
TP =647.67
O
INV
OUT:, 641.00 TO 28
W
w W
-10" W/L
6501
645 ! I!I ! II I ! 645
1.20'
1 )" W,
640 -� 640
35.15 � !
638 I { 638
J J Cn
w w Ln t;
w0
10+00 10+5010+75
STRSo-STR28
!
I
STR: 18 DI -213; L=8' ! ST'R:18B DI -213; L=12'
STA. 19+71.59 11 -STA. 10+44.14
TP=624.77 C ..__ --TPS=625.35
INV iN: 617.50 TO 18B j j iINV OUT: 617.75 TO 18
INV IN: 617.50 TO 20 !
INV OUT: 617.40 TO 16 _ E .............__ _.......__..... _�_.....,___
1625
625
I I ?
! � I
620 ! 'i 1.93'1 620
-STMj
177 18'A 1
I
615 ! ! _l i._ ! 615
15" RCP
612 I 44.14 LF CSD 0.57%
10+00 10+5010+75
STR18B-STR18
1655 -- - - _ 655
STR:26 DI -213; L=10 STR: 48 DI -213; L=8'
STA. 25+96.91 STA. 10+35.24
TP=646.45 --- __-_!_._._.. _--TP=646.47
INV IN: 639.00 TO 28 INV OUT: 639.75 TO 26
INV IN: 639.00 TO 48 650
INV OUT: 638.90 TO 24 _ _ ___,_, ---
645
I
{
I
!
i
--- --- -_ ..
i i
'
i _ - .' -- - 645
N
W
w J
O
O
ti
CY)
W
w W
-10" W/L
640
Ce
47 _..__ -STM 640
z
O
N
N
Ln
15" RCP 130%
W
�-
w
2:
I-- ._35.24
F-
z
w
Lei.
v,
Z
o
z
w
U
10+00 10+5010+75
STR18B-STR18
1655 -- - - _ 655
STR:26 DI -213; L=10 STR: 48 DI -213; L=8'
STA. 25+96.91 STA. 10+35.24
TP=646.45 --- __-_!_._._.. _--TP=646.47
INV IN: 639.00 TO 28 INV OUT: 639.75 TO 26
INV IN: 639.00 TO 48 650
INV OUT: 638.90 TO 24 _ _ ___,_, ---
10+00 10+5010+75
STR48-STR26
VERTICAL SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
W
w
2
OP Il
SCOL,'T R. COLLINSZ
U No. 35791 ,�hl
�SSI0ATA L
z
O
M
CL
U
V)
w
d
z
O
w
U)
Z
00
N
T
645
I
{
I
!
i
--- --- -_ ..
i i
'
i _ - .' -- - 645
N
W
amoMw
Ar
ti
CY)
W
-10" W/L
640
Ce
47 _..__ -STM 640
z
O
�
z
Ln
15" RCP 130%
fN
�-
w
2:
I-- ._35.24
F-
z
w
z
v,
Z
o
z
w
U
635
QO
�
635
?
U
d
w
O
>
O'er
632
I
!
632
Q
J J
w
a
C�
C�
Lu a
Lu
(n
Q
u
w
a
w w
w
CL
d
w
°'
_t
!ri
a
Q
d
V)
L
W w C°
N
a
V)
w
10+00 10+5010+75
STR48-STR26
VERTICAL SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
W
w
2
OP Il
SCOL,'T R. COLLINSZ
U No. 35791 ,�hl
�SSI0ATA L
z
O
M
CL
U
V)
w
d
z
O
w
U)
Z
00
N
T
w
a
N
N
W
amoMw
Ar
ti
CY)
W
Ce
O00
z
O
�
z
Ln
fN
�-
w
2:
h
F-
z
w
z
v,
Z
o
z
w
U
0
QO
�
L.)
Q
C6
?
U
d
w
O
>
O'er
Q
o
Q
w
a
Q
cn
U
Q
Lu a
Lu
(n
Q
u
w
a
Q
w
Ce
w
CL
d
w
N
a
Q
d
V)
L
>
w
Of
N
a
V)
w
L9
N
N
W
amoMw
Ar
ti
CY)
O00
N
cyi
z
Ln
fN
d
�n
h
00
00
L9
amoMw
Ar
ti
CY)
cyi
z
N
<
0
LE
E
0
a
'-
N
Q
a
O
C3?
o
N
N
a
V)
w
N
H
>
H
LLi
W
U/
0 d
z
•/1
LuCf,
oLjLj
w
j
Q
z
a�
H
=z
U W
U)
LL
0 Cf)W z
a
h�
O/
--
0
Lu
W
0L
o
O
a-
° o
0
LLi
� o
U
T_
Lf)
��
U
U
QT
0 -FO+
� •�
_
a
0-u)
I
a-
o
Q
x
LLJ
(D
0 0
0
T�
ul
0
0
u')
(f)
z c
WW
W O
W
Icy-
W n
z
� c
z o
w I-'
V?
z cn
J C
0C)
H
Ll1o
�
T 0
D
0
O
O
0
CL
®
U-
c)0
®
U O
x'
O U
N
s
+: cn
w
a o
)
w
F-
o
a
ui
D :E
0
)OB NO.
112066
0
co;
SCALE
V:1
=5
0
H.1 "=50f
SHEET NO.
o,
Q o
DP -2
c
6
�s
� 3
Design Storm Year = 10
POINT
DO%I'NS [REAM
S TRUC'TURE
DRAIN
.AREA
ACRES
RUNOFF
COEFF.
C
CA
NCR
ACCUM
INLET
TIME
MN
RAIN
FALLQ
MIN
RUNOFF
C.P.S.
IN VF'RT
ELEVATIONS
UPPER LOWER
LENGTH
FEET
SLOPE
FT./PT.
DIA
NC'HES
C'APA-
CITY
C.P.S.
VEL
F.P.S.
FLOW
TIME
SEC
30
29
15
e•200M:�4
0'.60°l0
1041,45
640,.25
_
_RCP3
DI -2B
.-..
CG -6 29+64.98
�.-...._,
4 649.08 VDOT STD. IS -1 READ
......_ _...�..,. __.._..
28 1
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
o
0n
z
S
O
30
28
0.08
0.53
0.04
0.93
1.2.42
4.93
4.6
641.45
640.25
200.34
0.0060
15
_
5.0
4.6 1
43.4
28
o'S
0.61
0.47
029
1.60
13.14
4.82
7.7
80B
638.90
635..20
RCP3
DI -2B
I
12 641,96 VDOT STD. IS -1 REO"D
23
22
21
18
18
26
1.4
2.5
0.0
0.01
0
0
0.03
640.15
'
63 .00
167.74
0.0069
18
8.7
5.6
30.2
26
24
0.71
0.42
0.30
2.13
13.64
4.74
1 0.1
63890
63 .20
248.55
0.0149
18
12.8
8.0
31.0
24
RCP3
0.64
0.51
0.33
2.86
14.16
4.66
13.3
613,15
6507:45
RCP3
DI -26
DI -213
CG -6 18+23,68
CG -6 16+63.89
8 522,83 VDOT STD, IS -1 REQU
10 616.13 VDOT STD. IS -1 READ
0.00
0
��.O
22
NA
0.00
0.03
595.13
601.44
to
12
635.10
62&00
129.08
0.0550
18
24.6
14.2
9.1
22
11
0.26
0.58
0.15
3.01
14.31
4.64
14.0
8;
t3
10
U1
SHOW!
W
Z
20
CG -6 14+74:$9
8 609.33 VDOT STD. IS -1 READ
9
8
7
6
24
24
31.88
75,51
2;51%a
5,96%0
602,40
60)1.50}
627.90
622.50
105.03
0.0514
IS
23.8
14.0
7.5
20
620.49
0.14
0.64
0.09
3.43
14.44
4.62
159
w M
z
�C
1
It
V
MH
- 111+23.24
- 603.04 VDOT STD. IS -1 REaD
3
18
88,89
1.46%
592.90
18B
RCP3
J
� O
622.40 1
6171.50
142.6.5
0.0343
18
19.5
12.3
11.6
18
0.00
0,29
0.59
0.17
3.89
15.22
4.52
17.6
62 5.3 5
/�`�
5T5
0
V
o
fm'
E16
16
O
�.
7
0
C:)
617.40
613.25
147.91
0.0281
18
17.6
11.4
13.0
0.25
0.59
0.15
4.42
15.44
4.49
19.8
37
18
41.10
0.80%
597.33
597:00
RCP3
s!
~
14613.15
40
61090
43.51
15
1.20
0.000
0.02
6011.45
159.79
0.0357
18
19.8
12.8
12.5
14
RCP3
0.26
0.53
0.14
4.82
15.65
4.46
21.5
ca is
cs :
° m
v
42
41
I
15
36,20
12
616,27
616.137
0.00
0
0
0.00
NA
607.35
603.85
83.08
0.0421
18
21.6
13.9
6.0
12
44
0.03
090
0.03
4.99
15.75
4.45
22.2
015-6 10+35,59
16 629.74 VDOT STD. IS -1 REaD
43
15
35.59
0.70%
622,75
622.50
RCP3
10
30
603.75
60.50
105.92
0.0118
24
24.6
8.8
12.0
10
>
0.10
0.62
0.06
5.05
15.94
4.42
22.3
15
2.44
0.001
0.05
2.0
0.0
0,0060
15
8
4:612
0,72
1
602.40
601.60
31.88
0.0251
24
35.8
12.0
2.7
8
CG -6 101+35.24
0.23
0.62
0.14
5.19
15.99
4.42
22.9
0
0.02
NA
0.011
0.06
641.31
647.67
03.00
6
10
0.50
2B
8.0
14B
14A
15
43.51
601.50
59 .00
75.51
0.0596
24
55.2
16.6
4.5
6
0.e
0.00
0.00
0.00 1
5.93
16.06
4.41
26.1
18B
-
�I
12
0:0149
2B
4,0
DI -213
CG -6 10+44.14
4
18A
15
44.14
0.57%
617,75
617.50
RCP3
596.90
593.00
244.26
0.0160
24
28.6
103
23.7
4
RCP3
0.00
0.00
0.00
5.93
16.46
4.36
26.1
0.83
0.1x8
a.s4
D1-26
CG -6 10+32.85
48
800
15
32,85
2
I
.59,3.80
ROP3
0.1463
0:1861
20.18
a.8{
592.90
5911,60
88.89
0.0146
24
27.4
9.9
9.0
2
646.47
0.00
0.00
0.00
10.35
16.61
4.34
44.9
2.0
0.0830
4.1500
3
0.84
3.5120
0.1463 _
0.1429
7,40
OUT
1 } <
0,96
0.00
18
0.14
18
0,64
591.50
591.00
34.35
0.0146
30
49.5
11.4
3.0
0.0140
0.0200
2.0
0.0830
4.15007
E3
0.78
3.51257'
0.1463
0.1341
7.35
1.€?9
4
636.20
35.19
15
2,64
0.002
0.06
2.2
0.0
0.14
0,84
0,0913 1
0:58
0,00
0.58
0,0550
0,4200
3:0
0.4830
4,1540
_._
0.95
38
0.1463
1.44
0.51
0.73
0,73
5.00
6.67
4.9
0,0281
22
18
28
0.00
0
0
0.02
NA0.01
6
0,07
636.27
64196
2.0
0,0830
4-1500
_r*� !,
597.33
597.00
41.10
0.0080
18
9.4
5.4
7.7
0.04
-
t
24
213
12.0
0,64
0.51
0.326
I
6.00
2,12
0.0480
0.0200
2:0
0:0830
4.1500
0.78
3.51202
0.1463
0.1341
13.96
086
: 1?
2,06
a.a6
0.
22
26
26
624.06
40
15
0.35
0.41
0.14
0.14
1430
4.64
0.7
0.0830
4.1500
$ __
0.61
3.5120
02.1463
0.1093
8,53
1.1
12
1.94
44
0.90
28
4.9863
26
604.38
603'.85
64.83
0.0082
15
5.8
3.1
20.9
0
0
0.01
NA
0.00
0.03
624.09
629.74
0.1093
8,39
1.19
0�3,
1,86
0.00
-
10 1
30
B
I
4,0
0.48
03:53
0,042
0,28
0.00
0,28
0,0470
1 4:0200
2:07
0.0830
4.1500
0:28
0,84 ''
3,5120
42
(
0.97
0.39
0.38
0.38
15.00
4.55
1.7
40
203
12.0
1 035
0.41
0.144 j
0,93
17.00
16
617.07
36.20
15
1.72
0
.001
0.03
1.4
616.27
616.07
3620
0.0055
15
4.8
3.6
10.1
597.01t7�®®
42
20
12.0
42
0-39
0,378
2.46
0.010
2.46
0.0200
0.02070
2.0
0-0830
4:1 500
-----------------
6 �1
0.58
0.00
0
0
0.01
NA
0.06
0.03
617.10
623.00
44
2B
1 ,0
0:71
44
4.33fi
0.71
0.47
033 1
0.33
12.00
5.00
1.7
4.15{70'
0.78
' 3,513)
014F3
0.1341
14,6$
1.00
1€14._
20
0,00
-
46
28
WO
622.75
621.50
35.59
0.0070
15
5.4
3.9
9.2
2.0
.0.0830
4AM0
073
605.62
64.83
15
0.67
.000
0.01
0.5
0.0
-
O.aQ
48
0.00
26
v8,0
049
0.47
0.230
1.50
0.00
1.54
0,0070
40
2.0
0.0830
.4.1544 -:'
0.65
3,4120
0,14013
0.1151 Y
46
1
0.80
0.50
0.40
0.40
5.00
6.67
2.6
NA
0.0
0,01
605.62
611.13
2.54
17:40
2,513
0.0470
24
2.0
0.0834
4150014
0
4,58
3,5120
0,1463
635.38
63 .20
35.19
0.0051
15
4.6
3.9
9.1
1481
28
12.0
0.63
0,41
0.258
1:68
0,44 ,1
1.72
0.0270
0.42{20
2.0
0,0830
4.1500
0.76
3,5120
0,1463
0.1312
10.90
1.111
_.1.
1.72
0,00
599.98
41.10
18
4.90
.002
0.09
2.8
0.0
0-293
48
1
0.49
0.47
0.23 1
0.23
6.00
6.35
1.5
0,73
3.5120 '
0,1463
38
11,60
1.90
0,00
26
84D3
28
14.01
0,92
0.00
639.75
632.00
35.24
0.0213
15
9.4
5.5
6.4
4AW
ff73-.,
0.68
35120
0-1463
0.1395
9.29
1,0$1
i
2.45
0.00
64'. B
0J. 401
8083
2g
8.17
0,39
0.53
0.207
1,34
0.00
1.31
4;0080
0.0240
214
0.0830
4;151}0
0,7'8
3 E920
0,1463
0, 1311
6:73
50
4
0.77
0.50
0.39
0.39
6.00
6.35
2.4
6:0
0;18
593.00
34.35
30
44.93
10.012
0.41
9.2
28
0.0830
4.1x%)0
�$� '
0,96
1 3.5120
0.140;3'
0.1517
641.00
64 1.25
3515
0.0213
15
9.4
6.4
5.5
19.011
i
15
MOM
3:57
0.17
20.3
22.5455
Pipe run: 44-20
7.8
2.74
0
0
3.07
N/A
1.53
1.95
594.95
604.00
594.95
88.89
24
26.11
6.ol3
1.18
8.3
0.3
14B
1
0.63
0.41
0.26
0.26
14.30
4.64
1.2
0.334
12.1903
5:00)
1.67
126.1
4_ :..,
14
217
1.1
0.38
0
0
0.64
N/A
610.50
609,90
43.51
0.0138
15
7.6
4.4
9.8
26.11
0.013
3.25
8.3
0.3
6
1 1
46
24
22.9
7.3
167
0.8
0.29
0
0
18B
1
0.75
0.39
0.29
0.29
15.004.55
599.98
1.3
24
2292
10.010
0.78
7.3
0.2
3.89
lg
I
I
Pipe mn: 48.26
617.75
611.50
44.14
0.0057
15
4.9
3.3
13.2
22.3
7.1
159
0.8
0.27
0
0
0.48
NA
0.2
1.02
601.00
609.01
603,20
31.88
24
22.32
kqL0
0.31
7.1
0.2
1.46
�>�`s
639:75
639.010
35.2
800
0.92
0.41
-__6,38
0.38
14.30
4.64
1.8
I
22.2
7.1
157
0.8
0.27
80B
0
0.47
NA
0.23
0.54
603.74
609.33
594.60
594.10
35.07
0.0143
15
7.7
5.1
6.9
80B
507
1 0.39
0.53
1 0.21
1 0.58
14.42
4.63
2.7
0.385
1
6,00
6:35
12
2.44
4
P1-80
6419.25
35,2
0.011
21.5
12.2
261
594.00
593.80
32.85
0.0061
15
5.0
4.2
79
I D : -4 V--fhi l k
1°h #: ##### Pi enared bv: KKW
IIJLE1'
L4Jlty�l1 11: 011.
OUTLEI'IVA TER
SURFACEELEV
1v
D
Q'
LW
i ",-�"•
S I FI
...-.._........
V
_...... .._-
TI
- --
..............
QQ*V
JUNCTIONLOSS
............. ...._.,..,...... .'T
V !EH GLE�
1
H,
.. . _ �_7
tI
_._..STATION
.511
FINAL
11
-
INLET WATER (
SURPAC'EELEV
12llv1
ELEV
SLOT RIM- COMMENTS
LENGTH ELEVATION
30
29
15
e•200M:�4
0'.60°l0
1041,45
640,.25
_
_RCP3
DI -2B
.-..
CG -6 29+64.98
�.-...._,
4 649.08 VDOT STD. IS -1 READ
......_ _...�..,. __.._..
28 1
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
o
0n
z
S
O
DI -26
CG -6 27+14.64
10 647.64 VDOT STD, IS -1 READ
27
18
594.80
32.85
15
2.70
,002
0,06
2.2
0.0
26
n = 0.01 for HDPE
'
L+Zdrology
U-1
oe
o'S
O
U
DI -213
CG -6 25+910.91
10 646,45 VDOT STD. IS -1 RECD
25
24
18
248.55
80B
638.90
635..20
RCP3
DI -2B
I
12 641,96 VDOT STD. IS -1 REO"D
23
22
21
18
18
1.8
1.4
2.5
0.0
0.01
0
0
0.03
NA
0.01
0.07
594.87
601.52
595.10
35.07
15
1.75
.001
0.03
1.4
0.0
822.40
517`.50
RCP3
Z
18
17
18
147.91
2.81%
617.40 1613.25
4
RCP3
gOD
CG -6 19+71.59
8 6124.77 I VDOT STD. IS -1 REaD
16
15
14
18
159.79
157%
613,15
6507:45
RCP3
DI -26
DI -213
CG -6 18+23,68
CG -6 16+63.89
8 522,83 VDOT STD, IS -1 REQU
10 616.13 VDOT STD. IS -1 READ
0.00
0
��.O
NA
0.00
0.03
595.13
601.44
to
12
C o
0
DI-2BCG
6 15+80.61
4 691.27 VDOT STH IS -1 READ
11
24
105.92
1.18%
603.75
602,50
RCP3
8;
t3
10
U1
SHOW!
W
Z
DI -2B
CG -6 14+74:$9
8 609.33 VDOT STD. IS -1 READ
9
8
7
6
24
24
31.88
75,51
2;51%a
5,96%0
602,40
60)1.50}
601.60
597`,00
RCP3
RCP3
DI -26
MH
CG -6 14+46.01
- 13+67.50
10 609:011 VDOT STD. IS -1 READ
- 605,64 VDOT STD. IS -1 READ
5
4
244.26
1,60%
620.49
44.14
15
1.33
).000
0.02
1.1
0.0
w M
z
�C
It
V
MH
- 111+23.24
- 603.04 VDOT STD. IS -1 REaD
3
24
88,89
1.46%
592.90
18B
RCP3
J
� O
2
lit'
W
=
MH
0.00
0
0
0.00
NA
0.00
0.02
620.51
62 5.3 5
/�`�
5T5
0
V
o
fm'
E c
0�
O
�.
7
0
C:)
0
U O
X �
v U
N
38
N
OR
DI -2C
GG -6 10+59,71
10 605.16 VDOT STD. IS -1 REQ"D
37
18
41.10
0.80%
597.33
597:00
RCP3
s!
~
�3
40
61090
43.51
15
1.20
0.000
0.02
1.0
0.0
39
, 15
64.83
10.82%
604.38
603,85
RCP3
112066
0 9
I I
ua
148
ca is
cs :
° m
v
42
41
I
15
36,20
0,55%
616,27
616.137
0.00
0
0
0.00
NA
0.06,
1 0.02
610.92
617.71
15
Pipe roan: 30 -OUT
I
44
>
DI -26
015-6 10+35,59
16 629.74 VDOT STD. IS -1 REaD
43
15
35.59
0.70%
622,75
622.50
RCP3
30
28
0,0€3
O:53
46
0,042
0.933
c%
>
<cn
DI -26 _
CG --6 10+35.19
16 641,96 1 VDOT STD. IS -1 REVD
641.25
35.15
15
2.44
0.001
0.05
2.0
0.0
0,0060
15
4:612
0,72
1
8
48
50
10.4
0.23
0.62
0,143 a
0.93
DI -2B
CG -6 101+35.24
8 646.47 VDOT STD, IS -1 REgD
47
15
35.24
2:13%
0.00
0
0
0.02
NA
0.011
0.06
641.31
647.67
03.00
5.56
10
0.50
2B
8.0
14B
14A
15
43.51
1,38%0
610,50
6049.90
ROP
101-2B
CG -6 10+43.51
12 617.71 VDOT STD, IS -1 READ
4 151701.
0.e
3:0120
01463
0.15#
8.36
1,26
: 1Q <
I
18B
-
�I
12
0:0149
2B
4,0
DI -213
CG -6 10+44.14
12 625.35 VDOT STD. IS -1 READ
18A
15
44.14
0.57%
617,75
617.50
RCP3
4,1500 :,;
640.00
35.24
15
1.46
0.001
0.02
1.2
0.0
RCP3
DI -26
CG -6 10+67,92
10 601,44 VDOT STD. IS -1 REQ`D
_.__..... _.._
806
$
�4.a
17.26
0.83
0.1x8
a.s4
D1-26
CG -6 10+32.85
48
800
15
32,85
01.61%Q
I
.59,3.80
ROP3
0.1463
0:1861
20.18
a.8{
0.58
0.00
0
1 0
0.01
NA
0.00
0.02
640.02
646.47
0,59
xA48
0.96
0.00
0,96
01:0200
0.0200
2.0
0.0830
4.1500
3
0.84
3.5120
0.1463 _
0.1429
7,40
€.08
1 } <
0,96
0.00
18
0.14
18
0,64
2B
4.0
0.29
0,59
0.171
1:11
a.4a
1.10
0.0140
0.0200
2.0
0.0830
4.15007
E3
0.78
3.51257'
0.1463
0.1341
7.35
1.€?9
4
636.20
35.19
15
2,64
0.002
0.06
2.2
0.0
0.14
0,84
0,0913 1
0:58
0,00
0.58
0,0550
0,4200
3:0
0.4830
4,1540
_._
0.95
46
0.1463
0:1594
7.64
05
`_? iv
0.58
0.00
0,011
0,0281
22
18
28
0.00
0
0
0.02
NA0.01
0.06.
0,07
636.27
64196
2.0
0,0830
4-1500
_r*� !,
0-88
3.5129 '
0,1463
0,1486
107.20
0.98
� ;
1.04
0.04
-
t
24
213
12.0
0,64
0.51
0.326
2.12
6.00
2,12
0.0480
0.0200
2:0
0:0830
4.1500
0.78
3.51202
0.1463
0.1341
13.96
086
: 1?
2,06
a.a6
0.
22
26
26
624.06
35.59
15
[g1.670.001
1.94
0.02
1.4
0.0
0.0200
2.07
0.0830
4.1500
$ __
0.61
3.5120
02.1463
0.1093
8,53
1.1
fl(S
1.94
44
0.90
28
4.9863
26
10.4
0,61
0.47
0.287
1,86
0.00
1.86
0.00
0
0
0.01
NA
0.00
0.03
624.09
629.74
0.1093
8,39
1.19
0�3,
1,86
0.00
-
10 1
30
B
26
4,0
0.48
03:53
0,042
0,28
0.00
0,28
0,0470
1 4:0200
2:07
0.0830
4.1500
0:28
0,84 ''
3,5120
4.1463
0.1429
3;20 '
1.25
[ M_
028
0.00
r
311
40
203
12.0
1 035
0.41
0.144 j
0,93
17.00
0.90
617.07
36.20
15
1.72
0
.001
0.03
1.4
0,0
0,1463'
0.1392
11.26'
1 0-(
M�#.
0,93
0.00
597.01t7�®®
42
20
12.0
42
0-39
0,378
2.46
0.010
2.46
0.0200
0.02070
2.0
0-0830
4:1 500
-----------------
6 �1
0.58
0.00
0
0
0.01
NA
0.06
0.03
617.10
623.00
44
2B
1 ,0
0:71
0.47
4.33fi
2.17
0,40
2.11
01.0255{}
0.0200
2.0
a.0s30
4.15{70'
0.78
' 3,513)
014F3
0.1341
14,6$
1.00
1€14._
2:17
0,00
-
46
28
WO
0.80
0.54
0.400
2.60 '
0.00
2,60
0.0480
0.0200
2.0
.0.0830
4AM0
073
605.62
64.83
15
0.67
.000
0.01
0.5
0.0
-
O.aQ
48
0.00
26
v8,0
049
0.47
0.230
1.50
0.00
1.54
0,0070
40
2.0
0.0830
.4.1544 -:'
0.65
3,4120
0,14013
0.1151 Y
€ 7.42
1.48
1.517
0.00
0.00
0
0
0.00
NA
0.0
0,01
605.62
611.13
2.54
17:40
2,513
0.0470
0.4240
2.0
0.0834
4150014
0
4,58
3,5120
0,1463
0,1049
9.73
1:43:
e#
2.513
0.00
t
1481
28
12.0
0.63
0,41
0.258
1:68
0,44 ,1
1.72
0.0270
0.42{20
2.0
0,0830
4.1500
0.76
3,5120
0,1463
0.1312
10.90
1.111
_.1.
1.72
0,00
599.98
41.10
18
4.90
.002
0.09
2.8
0.0
0-293
1:90
0,40
1,90
0.0274
0-0200
2,0 1
07;0830
4,1500
0,73
3.5120 '
0,1463
38
11,60
1.90
0,00
-
84D3
28
14.01
0,92
0.00
0
0
0.03
NA
0.011
0.10
600.09 1
605.16
4AW
ff73-.,
0.68
35120
0-1463
0.1395
9.29
1,0$1
i
2.45
0.00
64'. B
0J. 401
8083
2g
8.17
0,39
0.53
0.207
1,34
0.00
1.31
4;0080
0.0240
214
0.0830
4;151}0
0,7'8
3 E920
0,1463
0, 1311
6:73
;.19
4
1.34
0,00
P1.832
3B
6:0
0;18
593.00
34.35
30
44.93
10.012
0.41
9.2
0.3
0.0830
4.1x%)0
�$� '
0,96
1 3.5120
0.140;3'
0.1517
8.96
0.67
Q$fi
0.75
0.12
P1-81
2
3fi.2
19.011
M055
15
MOM
3:57
0.17
20.3
22.5455
Pipe run: 44-20
7.8
2.74
0
0
3.07
N/A
1.53
1.95
594.95
604.00
594.95
88.89
24
26.11
6.ol3
1.18
8.3
0.3
44
2Q
0:71
0.47
4
0.334
12.1903
5:00)
1.67
126.1
4_ :..,
8.3
217
1.1
0.38
0
0
0.64
N/A
0.3
1.51
596.45
603.04
596.45
244.26
24
26.11
0.013
3.25
8.3
0.3
6
1 1
46
24
22.9
7.3
167
0.8
0.29
0
0
0.56
N/A
0.28
3.53
599.98
605.64
.....
599.98
75.51
24
2292
10.010
0.78
7.3
0.2
3.89
0.15
I
I
Pipe mn: 48.26
g
11
22.3
7.1
159
0.8
0.27
0
0
0.48
NA
0.2
1.02
601.00
609.01
603,20
31.88
24
22.32
kqL0
0.31
7.1
0.2
1.46
�>�`s
639:75
639.010
35.2
15
10
.11
Pipe roan: 50-28
I
22.2
7.1
157
0.8
0.27
0
0
0.47
NA
0.23
0.54
603.74
609.33
604,10
105.92
24
22.18
.010
1.02
7.1
0.2
507
28
0LL77
0:110
0.385
0.385
1
6,00
6:35
12
2.44
4
641.00
6419.25
35,2
0.011
21.5
12.2
261
2.3
0.80
0
0
1.00
NA
0.5 0, 1.52
605.62
611.27
605.62
83.08
18
21.48
.042
3.47
12.2
0.6
14
14Es
14
0.63
0.41'
19.8
11.2
223
2.0
0.68
0
0
1.26
NA
0.63, 4.10
609.72
616.13
613990
609.72
159,79
18
19.83
0.036
5.70
11.2
0.5
0.16
Pipe Curl: 186-18
16
17.6
10.0
175
1.5
0.541
0
0
1 1.03
NA
0.511
6.21
615.93
622.83
0.39
615.93
147.91
18
17.58
, .028
4.15
10.0
0.4
1.331.
617.75
617';50
441
0.0511
0.0157
15
n
3,34
18
0.22
15.9
9.0
142
1.3
0.441
0
0
0.82
NA
0.41
4.56
620.49
62 4.7 7
620.49
142.65
18
15.86
0,023
3.25 1
9.0
0.3
Pipe run, 800-Pl-80
20
14.0
7.9
110
1.0
0.34
0
0
0.65
NA
0.331 3.58
624.06
629.50
0.41
624.06
105.03
18
13.96
0.018
1.85
79
0.2
1,75
1
594,609
594:10
35,1
0,01
0.4143
15
� a�
5.05
22
0.12
BOB
1 (
P`1-80
01.39
13.3
7.5
100
1 0.9
0.31 1
0
0
0.55
NA
0.281 2.13
626.19
635.04
629.20
129.08
18
13.32
0.016
2.07
7.5
0.2
_.:..:..
4.17
0:13
24
1
1
10.1
5.7
58
0.5
0.18
0
0
0.40
NA
0.20
2.27
631.47
641.96
636.40
248.55
18
10.11
0.009
2.30
5.7
0.1
26
7.7
4.4
34
0.3
0.10
0
0
1 0,23
NA
0.12 2.42
638.82
646.45
640.20
167.74
18
7.73
.005
0.91
4.4
0.1
28
4.6
3.8
17
0.2
0.08
0
0
0.15
NA
0.08 0.98
641.18
647.64
641.25
200.34
15
4.60
0.005
1.02
3.8
0.1
30
14.4
3.6
1 16
1 0.2
0.07
0
0
0.13
NA
0.06; 1.08
642.33
649.08
642.55
73.29
15
4.44
6.005
0.35
3.6
0,1
DRAINAGE ,DESCRIPTIONS
TR.
PIPE INFORMATION
01.4010 0.0200 2.0 v,Os30 4,1.600 =G,,j10-1]l
0.0010 0,02Qri ZO 0;0830 4,1.500
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
INLET INFORMATION
NO.
DIA,
in.
LENGTH*
ft.
SLOPE
°f0
INVERT
IN
INVERT
OUT
MATERIAL
INLET (
TYPE I
Curb INLET I
lype STATION I
SLOT RIM- COMMENTS
LENGTH ELEVATION
30
29
15
e•200M:�4
0'.60°l0
1041,45
640,.25
_
_RCP3
DI -2B
.-..
CG -6 29+64.98
�.-...._,
4 649.08 VDOT STD. IS -1 READ
......_ _...�..,. __.._..
28 1
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
o
0n
z
S
O
DI -26
CG -6 27+14.64
10 647.64 VDOT STD, IS -1 READ
27
18
167.74
0.69%
640.15
639..00
RCP3
Z
O
n = 0.013 for
Inlet
26
n = 0.01 for HDPE
'
L+Zdrology
U-1
oe
o'S
O
U
DI -213
CG -6 25+910.91
10 646,45 VDOT STD. IS -1 RECD
25
24
18
248.55
1.49%c�
638.90
635..20
RCP3
DI -2B
CG -6 23+48.35
12 641,96 VDOT STD. IS -1 REO"D
23
22
21
18
18
123,08
105.03
5.50%
514%
635,10
62790
5.28,,1+30
522.50
RCP3
RCP3
DI -2B
CG -6 22+1927
10 1035,04 VDOT STD. IS -1 REaD
20
•
DI -213
CG -6 121+14.23
8 629.50 VDOT STD, IS -1 READ
19
18
142.65
3;43%
822.40
517`.50
RCP3
Z
18
17
18
147.91
2.81%
617.40 1613.25
4
RCP3
ISI -213
CG -6 19+71.59
8 6124.77 I VDOT STD. IS -1 REaD
16
15
14
18
159.79
157%
613,15
6507:45
RCP3
DI -26
DI -213
CG -6 18+23,68
CG -6 16+63.89
8 522,83 VDOT STD, IS -1 REQU
10 616.13 VDOT STD. IS -1 READ
13
18
83,08
4.21%n
6107.35
6031.85
RCP3
N
to
12
C o
0
DI-2BCG
6 15+80.61
4 691.27 VDOT STH IS -1 READ
11
24
105.92
1.18%
603.75
602,50
RCP3
8;
t3
10
U1
SHOW!
W
Z
DI -2B
CG -6 14+74:$9
8 609.33 VDOT STD. IS -1 READ
9
8
7
6
24
24
31.88
75,51
2;51%a
5,96%0
602,40
60)1.50}
601.60
597`,00
RCP3
RCP3
DI -26
MH
CG -6 14+46.01
- 13+67.50
10 609:011 VDOT STD. IS -1 READ
- 605,64 VDOT STD. IS -1 READ
5
4
244.26
1,60%
596;90
5933,00
RCP3
U
W
4
UUjj
w M
z
�C
It
V
MH
- 111+23.24
- 603.04 VDOT STD. IS -1 REaD
3
24
88,89
1.46%
592.90
5911.60
RCP3
J
� O
2
lit'
W
=
MH
,. 10+34.35
VDOT 1 REUD
� STD. IS- 0�'
604.00 VDOT STD. SL -1 REQD
1
30
34.35
1.46%
591.50
5911.00
RCP3
/�`�
5T5
0
V
o
fm'
E c
0�
O
�.
7
0
C:)
0
U O
X �
v U
N
38
N
OR
DI -2C
GG -6 10+59,71
10 605.16 VDOT STD. IS -1 REQ"D
37
18
41.10
0.80%
597.33
597:00
RCP3
s!
~
�3
40
0
w
�E
DI -26
CG -6 10-+-64.79
12 61113 VDOT STD. IS -1 READ 1
39
, 15
64.83
10.82%
604.38
603,85
RCP3
112066
0 9
I I
ua
In >
ca is
cs :
° m
v
42
41
I
15
36,20
0,55%
616,27
616.137
RCP3
DI -213
CG -6 10+36.201
12 623.00 VDOT STD. IS -1 REQ"D
DP -3U)
U) °
v
gi
15
Pipe roan: 30 -OUT
I
44
>
DI -26
015-6 10+35,59
16 629.74 VDOT STD. IS -1 REaD
43
15
35.59
0.70%
622,75
622.50
RCP3
30
28
0,0€3
O:53
46
0,042
0.933
c%
>
<cn
DI -26 _
CG --6 10+35.19
16 641,96 1 VDOT STD. IS -1 REVD
4
15
35.19
0.51%0
635.38
635,20
RCP3
0,01
0,0060
15
4:612
0,72
28
8
48
26
10.4
0.23
0.62
0,143 a
0.93
DI -2B
CG -6 101+35.24
8 646.47 VDOT STD, IS -1 REgD
47
15
35.24
2:13%
639.75
639.00
RC P3
0,14£3
0.1517
9.43
1.0ti
i
0.93
03.00
5.56
10
0.50
2B
8.0
14B
14A
15
43.51
1,38%0
610,50
6049.90
ROP
101-2B
CG -6 10+43.51
12 617.71 VDOT STD, IS -1 READ
4 151701.
0.e
3:0120
01463
0.15#
8.36
1,26
: 1Q <
I
18B
-
�I
12
0:0149
2B
4,0
DI -213
CG -6 10+44.14
12 625.35 VDOT STD. IS -1 READ
18A
15
44.14
0.57%
617,75
617.50
RCP3
4,1500 :,;
0.99
- --
80D
800
` 1
35,07
KIA30%
594.60
594.10
RCP3
DI -26
CG -6 10+67,92
10 601,44 VDOT STD. IS -1 REQ`D
_.__..... _.._
806
$
�4.a
17.26
0.83
0.1x8
a.s4
D1-26
CG -6 10+32.85
8 601.52 VDOT STD, IS -1 REQ,D
800
15
32,85
01.61%Q
594.00
.59,3.80
ROP3
0.1463
0:1861
20.18
Table 7: Grade Inlet Design Table.
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Table 7. iGrade Inlet Design Table
INLETS OIN GRADE, DESIGN (CURE SPREAD AND INLET CAPTURE)
Intensity
combined flaw
0.03 0:70Ell 0.17 0,12
O.a3 Q,7g 0.1: 0',40
6.511
01.4010 0.0200 2.0 v,Os30 4,1.600 =G,,j10-1]l
0.0010 0,02Qri ZO 0;0830 4,1.500
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
1Y 5 _; 9.765
STIR P1-81
3A 2.5
combined flow
0.4
•
W
left 0.20 0:79 0. 56 1,01 0.00 1.09 0,0010 0.0200 2.4 4.11830 4.,150D 10.31
0.55
y�
Mannin s lCoefficient,
n is 0.013
fl r4 -r' 0.303.
i* gutter longitudinal slope of 0.0031 should be used in a sump condition
-grate inlets (CSI -7) in open pavernentareas M11 not have a curb spread, but will ham inlet spread -and depth
for inlets draining to storrivater mann ement facilities, the 67:5in/hr check storm vain suffice for the 10yrecinveyance to the facilities
H3
�
m
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
o
0n
z
S
O
LUz
CL
0
<
00
r
O
}U
i
U
->
LEI
Z
O
n = 0.013 for
Inlet
¢
n = 0.01 for HDPE
'
L+Zdrology
U-1
oe
o'S
O
U
Pipedt°olo-1
Curb and Gutter
a�
U-1
Q>Z
_
�
w
r)=
w
°
Inlet
N
J
FSH-
H
LLJ
12
N
z
U)
pipe
u
°
H
•
o �
� z
Im
�W/^'
V J
Z
•
<
0
Z
T
_
0z
°w
U)
W
4
cn
o_ J
�
�U
L9
0.6
°
J
H
v o
o�
N
to
LU
C o
0
O N
Table 7: Grade Inlet Design Table.
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Table 7. iGrade Inlet Design Table
INLETS OIN GRADE, DESIGN (CURE SPREAD AND INLET CAPTURE)
Intensity
combined flaw
0.03 0:70Ell 0.17 0,12
O.a3 Q,7g 0.1: 0',40
6.511
01.4010 0.0200 2.0 v,Os30 4,1.600 =G,,j10-1]l
0.0010 0,02Qri ZO 0;0830 4,1.500
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
1Y 5 _; 9.765
STIR P1-81
3A 2.5
combined flow
0.4
.214
W
left 0.20 0:79 0. 56 1,01 0.00 1.09 0,0010 0.0200 2.4 4.11830 4.,150D 10.31
0.55
right 17.03 0.79 11.020 0 13 63.00 0:13 0.0419 4.4206 2 0 0:483Q 4;1500 4.76
Mannin s lCoefficient,
n is 0.013
fl r4 -r' 0.303.
i* gutter longitudinal slope of 0.0031 should be used in a sump condition
-grate inlets (CSI -7) in open pavernentareas M11 not have a curb spread, but will ham inlet spread -and depth
for inlets draining to storrivater mann ement facilities, the 67:5in/hr check storm vain suffice for the 10yrecinveyance to the facilities
H3
�
m
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
o
0n
z
S
O
LUz
CL
0
<
00
Q
`t
o2j
O
}U
U
->
LEI
Z
O
n = 0.013 for
Inlet
¢
n = 0.01 for HDPE
'
L+Zdrology
U-1
oe
o'S
O
U
Pipedt°olo-1
Curb and Gutter
a�
U-1
Q>Z
_
�
w
r)=
w
°
Inlet
N
J
FSH-
H
LLJ
12
N
z
U)
pipe
u
°
H
CL
Q
o �
� z
Im
�W/^'
V J
Z
U D
bw
<
0
Z
T
_
0z
°w
U)
W
4
cn
o_ J
�
�U
L9
0.6
°
J
H
v o
o�
N
to
LU
C o
0
O N
///i
u
12
W0
° 3
0 r%N
8;
t3
_.._ ..... .:... .:.: .._
U1
SHOW!
W
Z
°°
Ul
�
all 1 1.44 0,51
0-7.34 1
4.77
4.00
4.77
0.0014 1 0.0534 2.0 0.0830
1.8684
10.034
Ci
4J
r
c�
Z_
Y
¢p
Q
U
W
ce
UUjj
w M
z
�C
It
V
z .o
w-
)
U
z
�
J
J
� O
0
lit'
W
=
°o
T
L O
wr'
ry
1..�O
/�`�
5T5
0
V
o
fm'
E c
0�
O
�.
7
0
C:)
0
U O
X �
v U
N
N
OR
3.
U.1
J
Q
•'_
N+
s!
~
�3
0
w
�E
d
U)
-0
0
JOB NO.
7D E
112066
0 9
ua
In >
ca is
cs :
° m
v
l-
-
6
o v
o 0
SHEET NO.
DP -3U)
U) °
v
gi
15
Pipe roan: 30 -OUT
>
30
28
0,0€3
O:53
0,042
0.933
c%
>
<cn
4.93
07:21
_ .:..,..
641.45
640.25
200.3
0,01
0,0060
15
4:612
0,72
28
8
0.61
26
10.4
0.23
0.62
0,143 a
0.93
0.00
0.93
0,0530
0:0240
2.0
0:0834
4 1517€7
# r`�1-:
07.94
3.5124
0,14£3
0.1517
9.43
1.0ti
' ` i 419
0.93
03.00
5.56
10
0.50
2B
8.0
0.10
0,51
0,462
0,40
0.00
0.40
0:0530
0,0200
2.0
0.0830
4 151701.
0.e
3:0120
01463
0.15#
8.36
1,26
: 1Q <
0.40
0,00
-
�I
12
0:0149
2B
4,0
0.(73
0,90
0.027
0..18
0,00
0,18 ;
0.0200
0:0200
2.0
0.0630
4,1500 :,;
0.99
35120 `
0.9463
0,1649 '
3,33
1.20
0 ..
0.18
0.00
44
$
�4.a
17.26
0.83
0.1x8
a.s4
O.a4
0.94
4.0760
4.0z4Q:0
14.17
0.0834
4.15001
4-
0:93
3.5120
0.1463
0:1861
20.18
a.8{
0.58
17.90
4.(7o
10}07
16
26
8.0
0,25
0,59
xA48
0.96
0.00
0,96
01:0200
0.0200
2.0
0.0830
4.1500
3
0.84
3.5120
0.1463 _
0.1429
7,40
€.08
1 } <
0,96
0.00
18
0.14
18
0,64
2B
4.0
0.29
0,59
0.171
1:11
a.4a
1.10
0.0140
0.0200
2.0
0.0830
4.15007
E3
0.78
3.51257'
0.1463
0.1341
7.35
1.€?9
4
1,11
0.00
-
03.19
20
28
8.a
0.14
0,84
0,0913 1
0:58
0,00
0.58
0,0550
0,4200
3:0
0.4830
4,1540
_._
0.95
3.5124
0.1463
0:1594
7.64
05
`_? iv
0.58
0.00
0,011
0,0281
22
18
28
14.0
0,26
0.58
0.161 1
0.98
0.06.
1-04 ,
0-0570
0.02170
2.0
0,0830
4-1500
_r*� !,
0-88
3.5129 '
0,1463
0,1486
107.20
0.98
� ;
1.04
0.04
-
t
24
213
12.0
0,64
0.51
0.326
2.12
6.00
2,12
0.0480
0.0200
2:0
0:0830
4.1500
0.78
3.51202
0.1463
0.1341
13.96
086
: 1?
2,06
a.a6
0.
22
26
26
10.0
0:71
0.42
4,298 F
1.94
03,00
1,94
0,4470
0.0200
2.07
0.0830
4.1500
$ __
0.61
3.5120
02.1463
0.1093
8,53
1.1
fl(S
1.94
0.00
0.90
28
4.9863
26
10.4
0,61
0.47
0.287
1,86
0.00
1.86
0,0070
0.0200
2.0
0:0830
4.1500
f� „.;
0-61
3.5120
0,1463
0.1093
8,39
1.19
0�3,
1,86
0.00
-
10 1
30
B
26
4,0
0.48
03:53
0,042
0,28
0.00
0,28
0,0470
1 4:0200
2:07
0.0830
4.1500
0:28
0,84 ''
3,5120
4.1463
0.1429
3;20 '
1.25
[ M_
028
0.00
r
311
40
203
12.0
1 035
0.41
0.144 j
0,93
17.00
0.90
0,0710
0.0200
2:O
0,01530
4.1500
4 5EY
0,76
3.5120:
0,1463'
0.1392
11.26'
1 0-(
M�#.
0,93
0.00
597.01t7�®®
42
20
12.0
0,97
0-39
0,378
2.46
0.010
2.46
0.0200
0.02070
2.0
0-0830
4:1 500
-----------------
6 �1
0.58
3,51m
4.1463
0-1049 49
13.24
0:31
` �I
2.42
_0 04
14B
44
2B
1 ,0
0:71
0.47
4.33fi
2.17
0,40
2.11
01.0255{}
0.0200
2.0
a.0s30
4.15{70'
0.78
' 3,513)
014F3
0.1341
14,6$
1.00
1€14._
2:17
0,00
-
46
28
WO
0.80
0.54
0.400
2.60 '
0.00
2,60
0.0480
0.0200
2.0
.0.0830
4AM0
073
3.5120
00463
0 1248
15.72
1.02
:4470 ;
2,60
0.00
-
O.aQ
48
0.00
26
v8,0
049
0.47
0.230
1.50
0.00
1.54
0,0070
0.4200
2.0
0.0830
.4.1544 -:'
0.65
3,4120
0,14013
0.1151 Y
€ 7.42
1.48
1.517
0.00
19:40
50
203
94:0
17.77
4:50
0,385
2.54
17:40
2,513
0.0470
0.4240
2.0
0.0834
4150014
0
4,58
3,5120
0,1463
0,1049
9.73
1:43:
e#
2.513
0.00
t
1481
28
12.0
0.63
0,41
0.258
1:68
0,44 ,1
1.72
0.0270
0.42{20
2.0
0,0830
4.1500
0.76
3,5120
0,1463
0.1312
10.90
1.111
_.1.
1.72
0,00
18
180
5.37
26
12,0
0.75
0,39
0-293
1:90
0,40
1,90
0.0274
0-0200
2,0 1
07;0830
4,1500
0,73
3.5120 '
0,1463
0,1265
11,60
1.90
0,00
-
84D3
28
14.01
0,92
0.41
0.377 I
2,45'
0.00
2.45
0.0480
0,0200
2.0
0.0830
4AW
ff73-.,
0.68
35120
0-1463
0.1395
9.29
1,0$1
i
2.45
0.00
64'. B
0J. 401
8083
2g
8.17
0,39
0.53
0.207
1,34
0.00
1.31
4;0080
0.0240
214
0.0830
4;151}0
0,7'8
3 E920
0,1463
0, 1311
6:73
;.19
4
1.34
0,00
P1.832
3B
6:0
0;18
0.75
0-133
0,86
0.00
0.86
0,0494
0.0200
2.0
0.0830
4.1x%)0
�$� '
0,96
1 3.5120
0.140;3'
0.1517
8.96
0.67
Q$fi
0.75
0.12
P1-81
616.01
PIPE DESIGN
combined flaw
0.03 0:70Ell 0.17 0,12
O.a3 Q,7g 0.1: 0',40
3
01.4010 0.0200 2.0 v,Os30 4,1.600 =G,,j10-1]l
0.0010 0,02Qri ZO 0;0830 4,1.500
1Y 5 _; 9.765
STIR P1-81
3A 2.5
combined flow
0.4
.214
W
left 0.20 0:79 0. 56 1,01 0.00 1.09 0,0010 0.0200 2.4 4.11830 4.,150D 10.31
0.55
right 17.03 0.79 11.020 0 13 63.00 0:13 0.0419 4.4206 2 0 0:483Q 4;1500 4.76
0.9(3
STtl980 3C 6,0 carr0inrlfives 1.1
fl r4 -r' 0.303.
i* gutter longitudinal slope of 0.0031 should be used in a sump condition
-grate inlets (CSI -7) in open pavernentareas M11 not have a curb spread, but will ham inlet spread -and depth
for inlets draining to storrivater mann ement facilities, the 67:5in/hr check storm vain suffice for the 10yrecinveyance to the facilities
H3
�
m
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
o
0n
z
S
O
LUz
CL
0
<
00
Q
`t
o2j
O
}U
U
->
LEI
Z
O
n = 0.013 for
ICP
¢
n = 0.01 for HDPE
'
U-1
oe
o'S
O
U
Pipedt°olo-1
a�
U-1
Q>Z
_
�
w
r)=
w
°
.:
N
J
FSH-
H
LLJ
12
N
z
U)
pipe
u
°
H
CL
Q
o �
� z
Im
�W/^'
V J
Z
U D
bw
<
0
Z
T
_
0z
°w
U)
W
4
cn
o_ J
�
�U
L9
0.6
°
J
H
v o
o�
N
to
LU
C o
0
O N
///i
u
12
W0
° 3
0 r%N
8;
t3
_.._ ..... .:... .:.: .._
U1
SHOW!
W
Z
°°
Ul
�
all 1 1.44 0,51
0-7.34 1
4.77
4.00
4.77
0.0014 1 0.0534 2.0 0.0830
1.8684
10.034
Ci
4J
r
c�
Z_
¢p
Q
U
W
ce
UUjj
w M
z
�C
It
V
z .o
w-
)
U
z
�
J
J
� O
1--�-1
U
W
=
°o
T
L O
wr'
ry
1..�O
/�`�
5T5
0
V
o
E c
0�
O
�.
7
0
C:)
0
U O
X �
v U
N
N
3.
U.1
J
Q
•'_
N+
U
r;
~
m
E
0
w
�E
d
U)
-0
0
JOB NO.
7D E
112066
0 9
ua
In >
ca is
cs :
° m
v
l-
-
6
o v
o 0
SHEET NO.
DP -3U)
U) °
v
15
Pipe roan: 30 -OUT
30
28
0,0€3
O:53
0,042
0.933
12.42
4.93
07:21
_ .:..,..
641.45
640.25
200.3
0,01
0,0060
15
4:612
0,72
28
26
0.61
0,47
0.287
1.605
13.14
4:82
1.38
T
640.15
639.00
1671
0:01
0,0069
18
5.56
0.50
26
24
071
042
0,298
2;133
13,64
414
1.41
....
638.901
635.20
248,6
0,011
0:0149
181_,6�
8.01
17.52
24
22
O.64
0.51
0-326
2:656
14.16
4.66
1.52
635.107
628,00
129.1
0.011
0.0550
18
>.:...:
14.17
0.15
22
20
07;25
I
0.58
0;151
10}07
14:31
4,64
0:70
4
6,27,90
6122,50
105:0
11,0'1
0.0514
18
23;� _
14.01
Ci;12
20
18
0.14
0,64
0,090
3.430
14.44
4.62
0.41
f
622.40
611.50
142:7
x!.01
0,0343
1$
^147
12.25
03.19
18
16
0,29
0.59
0;171
.3.894
15,22
4.52
0:77
4
617.40
613.25
147.9
0,011
0,0281
18
BfF
11,35
0}.22
16
14
07.25
0:59
0:148
4.419
15:444
4.49
0.66
t
6 #3.15
607:45
159:8
0.0'1
0?.0357
98
ll #34
12.80
0,21
14
12
016
O, 53
0.138
4,815
16,65
446
6G7.35
603.85
83.1
.0.0'1
0.0421
18
-_ -
13,91
0107
12
101
0.03
0.90
03.427
4.9863
1
16;75,
4.45
0.12
"0 ..
643.7
602.50
'105.9
0:01
0:0118
24
�€ _;
8.85
09:20
10 1
B
0,10
07.62
0.062
5:048
15.94
4.43
0:28
602.40
601:60
31.9
O.i1
0:0259
24
311
12.62
01.074
8
6
0.23
1
0.62
0.143
5:191
15.99
4.42
0.63
601.50
597.01t7�®®
75.5
0.0596
24
16,617
0.08
6
€
4
U0
0.00
0.000?
5.925
i
16,018
4.41
0).00
.�#.......:.
596,90
100
244.3
-0,011
0.011
0,0160
�
24
Z85
'10.3'1
0,39
-
4
2
0:00
17,00
01.000
5.925
15.46
4.36
0.00
2�1
x92.941
591.609
88.9
ti, 0 1
0 01 6
4
4
2r
9. 91
01.15
2
0093
O.aQ
0.00
0.000
1Q<3a2
16:61
4,34
0,001
591.50
191;04
34,4
43.010
0.0116
30
19:40
0.(35
Pipe run: 38
38
6
9.44
0,51
0.734
0.734
I
5M
6.674:9011
557:33
597.(0
41.1
O.Ol1
fl,O080
18
41
5.37
0.1.3
Pipe run, 40-12
40
12
0).35
0,41
0.144
0:144
14.317
4.64
11.67
_ _ .. _
664:38
l 603.85
64'. B
0J. 401
0.0082
15
......: ...:.::
3.107
0.35
Pipe nun: 42-16
4
16
0.91
11:39
0.378
0.378
15,04
4.55'
112
t
616.27
616.01
3fi.2
19.011
M055
15
MOM
3:57
0.17
Pipe run: 44-20
44
2Q
0:71
0.47
4.334
0.334
12.1903
5:00)
1.67
4_ :..,
622:15'
62.2.511
35.6
07;001
O.Q070
15
4
3.88
0.15
Pipe rurr 46-24
46
24
0,80
09,50
0.396
0.396
5,00
667
2.64
.....
635.38
635.20
3x.2
0.031
0,0051
15
3.89
0.15
I
I
Pipe mn: 48.26
48
26
O,'s9
0,47
0:230)
0,230
6.0{1
6,35
1.46
�>�`s
639:75
639.010
35.2
15
.11
Pipe roan: 50-28
507
28
0LL77
0:110
0.385
0.385
1
6,00
6:35
2.44
4
641.00
6419.25
35,2
0.011
0.0213
15
1
6.38
13.09
Pipe run: 148-14
14Es
14
0.63
0.41'
19.258
0;268
j
14:30
4:64
1,20
610.50
613990
43.5
0.091
49.0138
15
7 .........'
4:43
0.16
Pipe Curl: 186-18
18E0
18
0,75
1
0.39
0.293
0.293
15.00
4.55
1.331.
617.75
617';50
441
0.0511
0.0157
15
n
3,34
0.22
Pipe run, 800-Pl-80
8017
80B
0.92
0.41
0:377
0.377
14,304.64
1,75
1
594,609
594:10
35,1
0,01
0.4143
15
� a�
5.05
0.12
BOB
P`1-80
01.39
0-53
0.207
0.564
14,42
4.63
0.96
594.00
59380
32.9
1 0 0
03.01061
15
_.:..:..
4.17
0:13
STR S8 2G 10.0
combined flaw
0.03 0:70Ell 0.17 0,12
O.a3 Q,7g 0.1: 0',40
3
01.4010 0.0200 2.0 v,Os30 4,1.600 =G,,j10-1]l
0.0010 0,02Qri ZO 0;0830 4,1.500
1Y 5 _; 9.765
STIR P1-81
3A 2.5
combined flow
0.4
.214
W
left 0.20 0:79 0. 56 1,01 0.00 1.09 0,0010 0.0200 2.4 4.11830 4.,150D 10.31
0.55
right 17.03 0.79 11.020 0 13 63.00 0:13 0.0419 4.4206 2 0 0:483Q 4;1500 4.76
0.9(3
STtl980 3C 6,0 carr0inrlfives 1.1
fl r4 -r' 0.303.
i* gutter longitudinal slope of 0.0031 should be used in a sump condition
-grate inlets (CSI -7) in open pavernentareas M11 not have a curb spread, but will ham inlet spread -and depth
for inlets draining to storrivater mann ement facilities, the 67:5in/hr check storm vain suffice for the 10yrecinveyance to the facilities
H3
�
m
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
o
0n
z
S
O
LUz
CL
0
<
00
Q
`t
o2j
O
}U
U
->
LEI
Z
O
O
¢
'
U-1
oe
o'S
O
U
Q
LU
U)
a�
U-1
Q>Z
_
�
w
r)=
w
°
N
J
FSH-
H
LLJ
12
N
z
U)
Q
u
°
H
CL
Q
o �
� z
Im
�W/^'
V J
Z
U D
bw
<
0
Z
T
_
0z
°w
U)
W
4
cn
o_ J
�
�U
L9
0.6
°
J
H
v o
o�
N
to
LU
C o
0
O N
///i
u
<N
W0
° 3
0 r%N
8;
t3
_.._ ..... .:... .:.: .._
U1
SHOW!
W
Z
°°
Ul
�
all 1 1.44 0,51
0-7.34 1
4.77
4.00
4.77
0.0014 1 0.0534 2.0 0.0830
1.8684
10.034
0.65
V)
r
c�
Z_
W
Q
w °
W
ce
STR S8 2G 10.0
combined flaw
0.03 0:70Ell 0.17 0,12
O.a3 Q,7g 0.1: 0',40
4:8
0:29
0,13
01.4010 0.0200 2.0 v,Os30 4,1.600 =G,,j10-1]l
0.0010 0,02Qri ZO 0;0830 4,1.500
1Y 5 _; 9.765
STIR P1-81
3A 2.5
combined flow
0.4
.214
W
left 0.20 0:79 0. 56 1,01 0.00 1.09 0,0010 0.0200 2.4 4.11830 4.,150D 10.31
0.55
right 17.03 0.79 11.020 0 13 63.00 0:13 0.0419 4.4206 2 0 0:483Q 4;1500 4.76
0.9(3
STtl980 3C 6,0 carr0inrlfives 1.1
fl r4 -r' 0.303.
i* gutter longitudinal slope of 0.0031 should be used in a sump condition
-grate inlets (CSI -7) in open pavernentareas M11 not have a curb spread, but will ham inlet spread -and depth
for inlets draining to storrivater mann ement facilities, the 67:5in/hr check storm vain suffice for the 10yrecinveyance to the facilities
H3
�
m
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and
roof drain drainage areas,
�L0
O� J-1
SCOA R. COLLINS
U No. 35791
�11�1611IONAL
U)
Z
O
N
w
d
�
{
W
t
rn
ce
CY)
0
Z
O
N
H3
�
m
Z
w
�
o
0n
z
S
O
LUz
CL
0
<
00
Q
`t
o2j
O
}U
U
->
LEI
Z
O
O
¢
U
o'
U-1
oe
o'S
O
U
Q
LU
U)
a�
U-1
Q>Z
_
�
w
r)=
w
°
N
J
FSH-
H
LLJ
12
N
z
U)
N N N
W T-1 .-i \
O
0 N r
L9 0')
{
Z
t
rn
CY)
0
N
,Q
�
J
v
°
0
N
<
Q
O
a�
°
N
�
12
N
U)
Q
H
°
H
o �
� z
�W/^'
V J
Z
U D
bw
<
0
Z
T
_
0z
°w
U)
W
^
cn
o_ J
�U
L9
0.6
°
J
H
v o
o�
N
LU
C o
0
O N
///i
u
<N
W0
° 3
0 r%N
� Q
X
W
Z
°°
Ul
�
z
_
9
T�
°
0
0
U)
V)
o '3
V)
r
c�
Z_
W
Q
w °
W
ce
w M
z
�C
It
V
z .o
w-
)
U
z
�
J
J
� O
1--�-1
W
=
°o
T
L O
wr'
ry
1..�O
/�`�
o
0
V
o
E c
0�
O
�.
7
C:)
0
U O
X �
v U
N
N
U.1
J
o
O
N+
U
r;
~
m
E
0
w
�E
d
U)
-0
0
JOB NO.
7D E
112066
0 9
In >
SCALE
° m
N/A
o v
o 0
SHEET NO.
DP -3U)
U) °
v
F- 3
tt-DEVELOPMENT (S 1 00')
- --- - - CALE: I
POST
- - — - - _- .. .... . ........ . . ...... .. .. ....... . . ....... t(PHASES 11 & 111)
. ... .......... .. .. ....... .. ------ . ... IIItIIIIIIIawl .... ...... t4 itI* ttitittIfj IitIItIIIIttl0.12 rs. tSH.EET'FLOWTc=0.28hrs. ICONC. FLOW Tc-� h "kANNE-L FLOW Tc=o,6ihrs I -SE t -C F tc= 0.4ihrs.--' IE,24-HOUR S'CS CALCULAT16NS e II --FO R AbDITIC)NAL.-DETAILS tII2' D t27,29ac., 55. ITc= 6�,o rs ky, tCN' "8 th iIII------------ t16 It20, 7C% SF ---------- tIIt---- ------ /t 15 20 SF -- - ------- l0 ff IA 4* 20, T* SF ---------- - ill0 s tt20, F .0 *tT L 12 2 Olk4 S F/ tII64 .0 T S F/ ttIWON IV/1 j5 L O�*� 20,001 II)Wj;��0-37 .h rs. DT CHAN & /08 SF it7 _Z 7 20:,001 �)Mw ------- --- ID.A. 7 FINAL T 6. h rs. II2 24 I3,65 -HqUK SEE 10T LOT 20,08 LOT 6 Li* TIONS FOR �N` 63 ICAL"CULAT
0 2 To S" 0- S F �F /* AD' ITIONA,L i.37hr 20,0 D LU I �'2 74i S F, -- ---------- 21+ tI83,8 sF__ X S F\ IIlly I�5 7 7' iT B4 LOTI 69 62B_ '20,001 SF' 2 -1 6 !�F 624, itLOT 83 L 0 7 G' 2 0, 0 0-5 S F-- )v2Q,-0 622 9 II.......... O -T ,,7,-6/' ItSF j 73 ms 19 S-(
SE tI20,194 S F ----- ------ LO ...... LOT 77 20,008
-r 74 77 Z LO ------- 20,058 SF T 7 t620 T i8l ItI0 --- -- ------ ---------- 2 u �_d Is PRO'- :,bSED s L-'- S H E ET T L OW TC -=L 0 .30 AACCE -S I20,1 1 h rs. LOT 7 CONIC. FLOW Tc= o.o6h�� EASE M ENT-,�-\'- -20 30 6 �_,>r S 'S -H ------ SEE 24 FARTHENACCESS 2 0, 15 7 It---- -- ---- ADDITIONAL DET Al I�S OUR SCS L fc= 0.37hr W M_ LUJ CHANNEL FL-OW=o,oihrs. ....... FINA S. Pk POSED ............ -2 F OADr ...... CALCULATIONS FOR I---------- --------- -- III( PROPO ED tS �R 6 A \#iA' tIWIDTH S) I -A E-SS 20-� I'C N 10 9.4ihrs EASEME NT IIs 14, tM,
1,9 X -SEC #5 ------ its WM FAQI L I TYt,,#1 I(DRY DETEN,TIQ I_ , " 'X-5E,Q #6� �w/ 25% OF TREE AREA -�7 ItTO REMAIN Ij II< Ms- 1 9 IttIXCAV, IBASIN, CT-OR'S THE I_DRA CONTRA HAL IDIME - ---------- -GRAWNG _:*�-U�N ATABLE�S61IL'WHILE-R -:iGRADES'AND SHALL �5�AS INTERIOR 5 .w/ 2 IIID�' I-51 M UL I ANEOU LYL T &NORTH IT RA E s -4EMOV _Tq� TH�'C tI0'. HALL
I5 I0 RI FICE�" E- SA II5tl,J�� P[PE-AND k4E FrV. T'I ON FACI Ski - INVERT ELEVATtON,THEL-DRY-DETE ALL __N C HAVE RIPRAP- HA -OSLT-[V-E-SLC in.) IS- (,6'.-5% m
ON 1�.4 07 -THE LO*-- FL D�RA �GE T _0 -4f--ORIFICE. IW
tc, V NGI ----------- IIIISTORMWATER DETENTION PLAN (2 YEAR) ( I— - ------- I
0�6
K0 T R. COLLINS Z
c u No. 35791 .11
OATAL
z
0
u
Ln
Lu
0
ul)
Lu
lln�
U)
Z �L_u
0
uj
ce0 ur) IED
7—) U)
< uj
V) IU < 0
< U
0
u ce > 0
u
0 Z > C6 0 0
Lu u w
ce U)
L-1 w >
V) o- LLJ
< r) 0�
Lu
V)
_j Lu
ul
z
Ln
cl)
cyi
cr)
cy)
0
0)
(N
Ld
U)
ui
0
LLJ
U)
ui
ui
ry
I --
U)
ui
ry
ry
0
0
N
b
uj
In
0
ri
0
ui
06
P --t
p --q
ui
0
ce
u
0
0
LL.
F_
z
ui
V)
0
u
LLI 0
> -0
Q)
Y)
LIJ 0 z
_c z
0 Ld
V)
z-0
0 Q) 0
0 _c CL 0 Q)
z LJJ 0 0) cn
U)
ui X")
io r% 11)
0
u z 0
(D 0
LLJ L-1
LLJ 0
LJ 0 0
u 0
0 C)
0
c:
D_ LG
x .2
C)
_c Lu 0
V) uj E uj E
U) — a
IOB M
112066
0
0
SCALE
<
SHOWN
u� X
SHEET NO.
(D
0
SWM -2
cn
Q)
`
E
(D
E
? —
E
CL
Cm
z
cl
0
�7
>
0
0
V)
_c a.
Remrks
a_
CL
CL —
CL
D.A. #11A
11.44
55M
Z60
20,37
71.10
1.52
1A + 11 B > Post-Dev 1A + 1 B
D.A. #113
44,19
55.0
10.76
41 A4
56,28
11.29
EPree-Dev
D.k #2
29.57
55.0
6.72
2719
55.8
6.68
Pr -Developmnt 2 > Post -Development 2
0�6
K0 T R. COLLINS Z
c u No. 35791 .11
OATAL
z
0
u
Ln
Lu
0
ul)
Lu
lln�
U)
Z �L_u
0
uj
ce0 ur) IED
7—) U)
< uj
V) IU < 0
< U
0
u ce > 0
u
0 Z > C6 0 0
Lu u w
ce U)
L-1 w >
V) o- LLJ
< r) 0�
Lu
V)
_j Lu
ul
z
Ln
cl)
cyi
cr)
cy)
0
0)
(N
Ld
U)
ui
0
LLJ
U)
ui
ui
ry
I --
U)
ui
ry
ry
0
0
N
b
uj
In
0
ri
0
ui
06
P --t
p --q
ui
0
ce
u
0
0
LL.
F_
z
ui
V)
0
u
LLI 0
> -0
Q)
Y)
LIJ 0 z
_c z
0 Ld
V)
z-0
0 Q) 0
0 _c CL 0 Q)
z LJJ 0 0) cn
U)
ui X")
io r% 11)
0
u z 0
(D 0
LLJ L-1
LLJ 0
LJ 0 0
u 0
0 C)
0
c:
D_ LG
x .2
C)
_c Lu 0
V) uj E uj E
U) — a
IOB M
112066
0
0
SCALE
SHOWN
SHEET NO.
(D
0
SWM -2
cn
Q)
V)
0
Q
L
n
T
6
LEGEND GENERAL NOTES EROSION CONTROL NOTES DESCRIPTION OF EROSION & SEDIMENT EROSION CONTROL NOTES & NARRATIVE �L H 0
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION CONTROL MEASURES: PURPOSE:
1. THE OWNER/CLIENT OF THIS PROPERTY /S: ES -1: AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND THE PURPOSE OF THIS LAND -DISTURBING ACTIVITY IS TO CREATE 84 ADDITIONAL RESIDENTIAL SINGLE-FAMILY �
ROADFOOTHILL CROSSING INC MAINTAINED ACCORDING TO MINIMUM STANDARDS' AND SPECIFICATIONS OF EROSION AND SEDIMENT CONTROL MEASURES. LOTS IN THE FOOTHILL CROSSING SUBDIVISION_ PHASE / OF THE SUBDIVISION HAS BEEN CONSTRUCTED UNDER � SCOR. COLLINS -
k------ --------___--I EXISTING CULVERT 321 E MAIN S, S THE VIRGINIA EROSION AND SEDIMENT CONTROL (HANDBOOK AND VIRGINIA IT IS ANTICIPATED THAT A CONSTRUCTION ENTRANCE, CONSTRUCTION ROAD SUBDIVISION PLAT 2008-239 AND WPO 2007-44. THIS PLAN SERVES TO REDESIGN PHASES 11 & N FROM THE '-,
CHARLOTTESVILLE, VA, 22902 REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL ORIGINAL ROAD PLANS. THE TOTAL ACREAGE TO BE DISTURBED WITH THIS PLAN /S 25.73 ACRES U No. 35791 ,�
CULVERT 2• THE DEVELOPER OF .,THIS PROPERTY /S• REGULATIONS STABILIZATION, TEMPORARY DIVERSION DIKES, RIGHT OF WAY DIVERSION, EXIS77NG Sl TE CONDITIONS: r)- 4
FOOTHILL CROSSING INC ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO SEDIMENT TRAPS AND BASINS, OUTLET PROTECTION, INLET PROTECTION, CULVERT 1'
DROP INLET &STRUCTURE NO. THE EXISTING SITE 1S A VACANT HILLY PARCEL SLOPING FROM A WESTERN OFFSITE HIGH POINT DOWN TO THE °6 �`�
321 E MAIN S, SUITE' 201 THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE INLET PROTECTION, AND SILT FENCE WILL BE INSTALLED TO CONTROL SURFACE �S. �,�
Q NORTH, SOUTH, AND EAST. A STREAM EXISTS TO THE SOUTH. THE SITE IS WOODED WITH AREAS OF CLEARING, sloNaL E�
CHARLOTTESVILLE, VAI 22902 COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL AN EXIS77NG STOCKPILE, AN EXISTING SEDIMENT POND TO THE NORTH, AND AN EXISTING SEDIMENT BASIN TO
CURB ATTN: ALAN TAYLOR THE FINAL INSPECTION.
CURB & GUTTER J. THESE PLANS HAVE BEEN PREPARED BY. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR LAND DISTURBANCE ACTIVITIES. TEMPORARY STOCKPILE AREAS WILL BE THE SOUTH. THE SITE lS GENERALLY WELL DRAINED WITH SOME CRITICAL SLOPES. EROSION AND SEDIMENT
COLLINS ENGINEERING, INC TO OR AS THE FIRST STEP IN CLEAR/NG. MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO THE EXISTING SITE SLOPE AND PROTECT THE
PROPOSED PAVEMENT 200 GARRETT STREET, SUITE K ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL AND STORED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE ON SITE STREAM AND ADJACENT PROPERTIES.
CHARLOTTESVILLE, VA 22902 BE MAINTAINED ON THE SITE AT ALL TIMES. AND SHALL BE STABILIZED WITH A TEMPORARY VEGETATIVE COVER. PERMANENT ADJACENT AREAS.•
EC -3A DITCH TELEPHONE. • (434) 293-3719 FACSIMILE (434) 293-2813 ES -S: PRIOR TO COMMENCING LAND DISTURB/NG ACTIVIITIES IN AREAS OTHER THAN THE SITE 1S POSITIONED BETWEEN ROUTES 240 AND 250 AND IS ALONG THE MASTER PLANNED CROZET
SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE
4. SOURCE OF TOPO &SURVEY.• TOPOGRAPHY PROVIDED BY A COMBINATION OF INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE CONNECTOR ROAD CORRIDOR. IT IS BORDERED BY VACANT LAND TO THE NORTH, WESTHALL TO THE WEST AND
DEPTH OF EC -3A DITCH ROUDABUSH, GALE, AND ASSOCIATES AND LOU/SA AERIAL SURVEYS INC., JANUARY EXCAVATED AND WHERE CONSTRUCTION ACTIVITIES HAVE CEASED. PERMANENT SOUTH, AND PHASE 1 OF FOOTHILL CROSSING AND ROUTE 240 TO THE EAST.
A
2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND BORROW OR SUPPLEMENTARY TE AREAS),
REASEROSION ,,O HE CONTRPLAN ACTOR
SHALL SUBMITER FOR REVIEW AND SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE OFFSITE LAND DISTURBANCE..°
EC -2 DITCH ASSOCIA7FS. INFOfRMATION FIELD VERIFIED BY COLLINS ENGINEERING NOVEMBER APPROVAL BY THE PLAN APPROVING AUTHORITY LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL NO OFFSITE DISTURBANCE ASSOCIATED WITH PHASES H AND l!! DEVELOPMENT.
2011.
ONUS DENS/TY STANDARDS ES -6: THE CONTRACTOR /S RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL DEPEND ON THE TIME OF YEAR APPLIED. TEMPORARY SEED/NG WILL BE CRI77CAL AREAS:
DEPTH OF EC -2 DITCH 5. ZONING: R-1 RESIDENTIAL, CLUSTER DEVELOPMENT AND B
6 ARE BEING IMPLEMENTED. EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE CRITICAL SLOPES ON-SITE WILL BE PROTECTED. CARE WILL BE TAKEN TO PREVENT THE EROSION AND
_ EARTH DITCH 6. TAX MAP AND PARCEL NUMBER: 056K0-DO-00-OODA1, 056K0-00-00-07100, SEDIMENTATION AS DETERMINED BY THE PLAN ,APPROVING AUTHORITY. THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERMINATING SEDIMENTAT70N OF THE EXISTING GRADE AND TO PROTECT THE EXIS77NG STREAM ON-SITE AND NEIGHBORING IW2 3AI
"'"' 056KO-00-DO-070!00, 056KO-00-00-06900, 056KO-00-00-06800, ES -7. -ALL DISTURBED AREAS ARE RI DRAIN TO APPROVED SEDIMENT CONTROL PROPERTIES __ _
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF SOILS: ,, ,
DRIVEWAY CULVERT OKO-00-00-00800!, 056KO-00-00-00700, 056KO-00-00-00600, SITE DEVELOPMENT UNTIL FINAL STABILIZATION IIS ACHIEVED. SEED M/X77lRE WILL DEPEND ON THE TIME OF YEAR APPLIED.
0 -00 -OD -00500 056K0-00-00-00400, 056K0-00-00-00300, 14' -�-I z
056K SEE SOILS BOUNDARIES AND DESCRIPTIONS ON SHEETS E-1 &ESC -2. T-' x"t `� LT �� - C6' O
ES -8. DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN SEQUENCE OF CONSTRUCTION: hI'`:
BENCH MARK 056KO-00-00-002'00, 056KO-00-00-00100, 056K0 -00 -DO -07200, DIVERSIONS i a
+ 056KO-00-00-07300, 056KO-00-00-07400, 056KO-00-00-07500 APPROVED WATER FILTERING DEVICE. 3.01 SAFETY FENCE - SAFETY FENCE WILL BE INSTALLED AROUND ALL 1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE A PRE -CONSTRUCTION MEETING AS REQUIRED. r = - _ I ce
7. USGS DATUM: NAD 83 ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES ; VoOOT #: .-__ - U
CLEARING LIMITS PERIODICALLY AND AFTER EACH RUNOFF-PROD(JClNG RAINFALL EVENT. PROPOSED SEDIMENT BASINS AND SEDIMENT TRAPS. 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS WITHOUT THE I cOAR� E AGOTIEGATE _ _ s �slsct. w
8. LOCATION/ADDRESS OF PROJECT- TERMINUS PARK RIDGE DRIVE, CROZET, VA ANY NECESSARY REPAIRS OR CLEANUP TO MAlNVTAIN THE EFFECTIVENESS 302 CONSTRUCTION ENTRANCE - ONE CONSTRUCTION ENTRANCE SHALL BE APPROVAL FROM THE INSPECTOR ON THE PROJECT.
as VDOT STANDARD STOP SIGN 9. TOTAL ACREAGE OF SITE: 89.87 ACRES OF THE EROSION CONTROL DEVICES SHALL BE AWADE IMMEDIATELY. INSTALLED AT THE CURRENT TERMINUS OF PARK RIDGE DR/VE. THIS WILL BE J. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE ANY E O DISTURBANCE SHALL TAKE
y
z
T 10. SITE PHASING: SIX PHASES (PHASE 1 COMPLETED UNDER SEPARATE PERMIT) E ONLY POINT OF INGRESS AND EGRESS TO THE SITE. CARE WILL BE TAKEN PLACE. CONTRACTOR SHALL USE TREE PROTECTION FENCING TO STAKE OUT THE LIMITS OF CLEARING AND _ ,! , yi -ry l v. kap o
TH ON DISTURBANCE ON-SITE. CONTRACTOR SHALL ENSURE THAT TREES TO BE SAVED ARE FLAGGED ALONG THE "ys�lt',� '' ~
-2Go--- --- - --- EXISTING CONTOUR 11. PUBLIC UTILITIES. CONNECT TO EXISTING PUBLIC SEWER AND WATER ,--', _- ishia
- _-- TO PROTECT ADJACENT ROADWAYS FROM TRANSFER OF SEDIMENT. LIMITS OF CLEARING TO ENSURE THE PROPOSED TREE PRESERVATION ACREAGE IS MET. DISTURBANCE 1A 11"', ly �,l,a w
,t,,, .
CONTOUR * COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WORK, +
J. CONSTRUCTION ROAD STABILIZATION - CRS WILL BE INSTALLED FROM THE OUTSIDE OF THE LIMITS OF CLEARING 1S SOLELY PERMITTED FOR THE INSTALLATION OF THE GREENWAY. l',M v "IC' -
20o PROPOSEDSAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. EROSION CONTROL NOTES CURRENT TERMINUS OF PARK RIDGE DRIVE TO THE PROPOSED PAVED THE PROPOSED GREENWAY SHALL BE INSTALLED WITHOUT ANY CLEARING OF EXISTING TREES. 'll, .. t�___- -- r s 1s
240.55 PROPOSED SPOT ELEVATION
WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO CONSTRUCTION ENTRANCE ADJACENT TO SEDIMENT TRAP 1, CONSTITUTING THE 4• INSTALL THE PAVED CONSTRUCTION ENTRANCE WITH WASH RACK AS SHOWN ON THE PLANS.
TBC DENOTES TOP/BACK OF CURB PLAN APPROVAL. J. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONLE WEEK PRIOR TO THE CONSTRUCTION ENTRANCE TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED
,�- PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND FULL WIDTH OF THE EXISTING PAVEMENT. PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TYPICAL GRAVEL STRUCTURE
TAB DENOTES TOP OF BOX EROSION & SEDIMENT CONTROL DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINIAL INSPECTION. 3.05 SILT FENCE- SILT FENCE WILL BE PLACED ON THE DOWNSTREAM SIDE OF TRACKING ON THE PAVED SURFACE. WHERE SEDIMENT !S TRANSPORTED ON A PUBLIC ROAD I
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL SE CONSTRUCTED AND MAINTAINED DISTURBANCE WHERE NOTED ON THE PLANS
MEASURES: ACCORDING TO MINIMUM STANDARDS AND SPECIFlCATlON/S OF THE VIRGIN/A EROSION AND SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
EROSION CONTROL * VIRGINIA EROSION & SEDIMENT CONTROL SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULAT70VNS VR 625-02-00 EROSION AND 307 STORM DRAIN INLET PROTECTION- IP WILL BE INSTALLED ON EACH REMOVED FROM THE ROADS BY SHOVELING OR SWEEP/NG AND TRANSPORTING TO A SEDIMENT CONTROL E�x,,A�T�r, s,t,
HANDBOOK SPECIFICA77ON NUMBER STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE _
* SEDIMENT CONTROL HANDBOOK. STRUCTURAL SEDIMENT CONTROL REGULATIONS PROPOSED INLET AS SHOWN ON THE PLANS. DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 1S REMOVED IN THIS
WITH THE VIRGINIA EROS/ON AND J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE Tf0 BE PLACED PRIOR TO OR AS 3.08 CULVERT INLET PROTECTION - C!P SHALL BE APPLIED TO THE INLET OF MANNER. INSTALL THE WASH RACK UPHILL FROM PROPOSED SEDIMENT TRAP #1. ACSA WILL DETERMINE �,! s.
r t 3,
STB STRAW BAIL BARRIER J. PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOW/NG: THE FIRST STEP IN CLEARING. THE APPROPRIATE METHOD OF SUPPLYING THE WASH RACK. INSTALL THE ACCESS FROM PARK RIDGE.t__-__,' �' Via,;;':` x' "F` `kl
O 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE RA
THE EXISTING CULVERT UNDER THE PARK RIDGE DRIVE EXTENSION. RIDGE AND THE PARKING AND STAGING AREA WITH CONSTRUCTION ROAD STABILIZATION. CONSTRUCTION i '�` ' ' y=='''`II=``' " ��'k'ty'= kt'y41`' k
3.01 SAFETY FENCE: MAINTAINED ON THE SITE AT ALL TIMES 309 TEMPORARY DIVERSION DIKE- DIVERSION DIKES WILL BE USED AROUND THE ROAD STABILIZATION SHALL CONSIST OF 4" OF 21A GRAVEL /N THE PARKING AREA AND 8" OF 21A ' '�� , =1 s 1 '`` `
DD TEMPORARY DIVERSION DIKE J. A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TD AN EROSION CONTROL MEASURE.
t1 -
5. PRIOR TO COMMENCING LAND D/s7vRe/NG ACTIu/TIEs IN AREAS OTHER THAN INDICATED PERIMETER OF SITE DISTURBANCE WHERE SHOWN ON THE PLANS TO DIRECT � `�> ,Ii„ , � t`kl ';4a'liV; , ,
GRAVEL /N ANY PORTION OF THE CONSTRUCTION ENTRANCE WHICH IS UNPAVED. THE CRS SHALL BE j1,A- "`
TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE �0'11A-�-�`,1,,1 �'' 1
TEMPORARY SEDIMENT TRAP 313 APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED AREAS, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO RUNOFF TO ON -Sl TE SEDIMENT CONTROL FACILITIES. APPLIED FOR THE ENTIRE WIDTH OF PARK RIDGE DRIVE FROM THE EXISTING TERMINUS TO THE PROPOSED �/�
ST s V 1
UNSAFE BY VIRTUE OF POTENTIAL ACCESS BY THE PUBLIC. THE OBER FOR REVIEW AND APPROVAL BY INE PLAN APPROVING AUTHORITY. 311 TEMPORARY ROW DIVERSION - A RWQ SHALL BE INSTALLED AT THE END OF PAVED CONSTRUCTION ENTRANCE PARKING AND CONSTRUCTION ENTRANCE AREAS SHALL BE CLEARED OF9'`vTsat'�r
__._ " �' w
SB SEDIMENT BASIN 3.14
�I� 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION THE CONSTRUCTION ROAD STABILIZATION, BEFORE THE PAVED CONSTRUCTION ALL VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIALS BEFORE CONSTRUCTION ROAD I 1
'uW1LLW' 3.02 CONSTRUCTION ENTRANCE. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA770N AS STABILIZATION IS INSTALLED. I `E
A STABILIZED PAVED CONS7RUC77ON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF DETERMINED BY THE PLAN APPROVING AUTHORITY. ENTRANCE. AN ADDITIONAL RWD SHALL BE INSTALLED AT BRAZOS COURT l.' ''IL'AL , R I1 , STRUCTURE
1� o
INLET PROTECTION 3.07 VEHICULAR INGRESS AND EGRESS DN A CONSTRUCT70N SITE. TO REDUCE THE AMOUNT OF 7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALONG PARK RIDGE DRIVE TO DIRECT IP BYPASS WATER TOWARDS THE INLET 5 INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE l EROSION CONTROL PLAN I 0
Ip SHEETS. THIS INCLUDES 2 SEDIMENT BASINS AND 2 SEDIMENT TRAPS THE CONTRACTOR WILL MAKE
MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. ALL 77MES DURING LAND DISTURBING AC77077ES AND DURING SITE DEVELOPMENT UNTIL AND SUMP AT THE CUL-DE-SAC. GRADING ADJUSTMENTS TO THE EXISTING SEDIMENT BASIN #2, UTILIZE THE EXISTING BASIN #3, AND - ^- �J M
CONSTRUCTION ENTRANCES' SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE FINAL STABILIZATION IS ACHIEVED. 3.13 TEMPORARY SEDIMENT TRAP- TEMPORARY SEDIMENT TRAPS WILL BE INSTALL PROPOSED SEDIMENT TRAP #1 AND SEDIMENT TRAP #2. SILT FENCE, CULVERT INLET PROTECTION, SOurcc. Va.DSWC- Rate :It -I
SF �i-� SILT FENCE 3.05 AMOUNT SEDIMENT TRANSPORTED ONO PUBLIC ROADWAYS. 8. DURING DEWATERING OPERATIONS, W47ER WILL BE PUMPED INTO AN APPROVED FILTERING
111�DEVICE. INSTALLED WHERE SHOWN ON THE PLANS AND DIVERSION DIKES SHALL ALSO BE INSTALLED AT THIS TIME. STABILIZATION MEASURES SHALL BE m
303 CONSTRUCTION ROAD STABILIZATION: 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND J. TEMPORARY SEDIMENT BASIN- TEMPORARY SEDIMENT BASINS WILL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER -- -- 4 101
0 CE CONSTRUCTION ENTRANCE 3.02 THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARK/NG AREAS, AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR INSTALLATION. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH , - -f I >
INSTALLED WHERE SHOWN 0/V THE PLANS. 5 I11TL L
0 077-1ER SITE VEHICLE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRAD/NG. TO CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
REDUCE EROSION OF TEMPORARY ROADBEDS BY CONS7RUC77ON TRAFFIC DURING WET WEATHER MADE IMMEDIATELY. J. OUTLET PROTECTION- TO BE PROVIDED AT THE OUTFALL OF DRAINAGE TAKES PLACE. _ _ I W
aCD CHECK DAM 3.20 AND TO REDUCE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN DS 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. PIPES WHERE SHOWN ON PLANS. 6. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN. I z
' THE TIME OF IN177AL GRADING AND FINAL STABILIZATION. i/SE WHEREVER STONE -BASE ROA 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL 3.19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OUTLET PROTECTION WHERE M�• ��• � I Ce O
OR PARKING AREAS ARE CONSTRUCTED, WHETHER PERMANENT OR TEMPORARY, FOR USE BY SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER M®� ■�~ 5 I to �
SHO ON THE PLANS. 7. ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PHASE 1 EROSION�� i (n z
CONSTRUCTION TRAFFIC. DEBRIS WN CONTROL PLAN AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR ■on NEW . � w
FD TEMPORARY FILL DIVERSION 310 12. BORROW OR WASTF AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER 331 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE
CAN INSTALL THE TWO PERMANENT DI VERSION DITCHES AND BEGIN GRADING OPERA TIONS I ■ I m z
3 05 SILT FENCE. ZONING ORDINANCE SECTION 5.1.28. SHOWN ON THE PLANS � � �' I ( g V) 00 z
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FIL7ER FABRIC STRETCHED 13. ALL INERT MATERIALS SHALL BE TRANSPORTED /N COMPLIANCE WITH SECTION 13-301 OF 8. ROUGH GRADE THE S17E TO THE CONTOURS SHOWN ON THE EROSION CONTROL PLAN.
DV DIVERSION 3.12 332 PERMANENT SEEDING- PERMANENTLY SEEDING SHALL BE APPLIED WHERE _ z
ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN THE CODE OF ALBEMARLE. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVENI z g
SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS !N 74. BORROW, FILL OR WASTE ACT7V7TY INVOLVING lNDUS7R/AL-TYPE POWER EQUIPMENT SHALL SHOWN ON THE PLANS. DAYS AFTER F/NAL GRADE lS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION W ry "` s O a v g
ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE THE VELOCITY OF BE LIMITED TO THE HOURS OF 7.•OOAM TO 9:00PV4. 335 MULCHING -MULCHING SHALL BE APPLIED TO ANY SEEDED AREA AS SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL f '� I I a o d O
PS PS PERMANENT SEEDING 3.32 SHEET FLOWS AND LOW -TCI -MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS 15. BORROW, FILL OR WASTE AC770TY SHALL BE CONDUCTED IN A SAFE MANNER THAN Q v
R FOR STABILIZATION AND GROWTH. REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE r A'' < I w O
SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, DEEMED NECESSARY
LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY 336 SOIL STABILIZATION BLANKETS AND MATTING- BIM SHALL BE EMPLOYED APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. r i LU - p
TO TO TOPSOILING 3.30 AFTER EACH RAINFALL AND MAINTAINED /N ACCORDANCE WITH THE VIRGINIA EROSION & PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAfPSE. WHEREVER SHOWN ON THE PLANS OR WHERE SLOPES EXCEED 3: 1 SLOPE 10. INSTALL THE CONSTRUCTION MEASURES AS SHOWN ON THE PHASE !l EROSION CONTROL PLAN SHEETS.
LU 0 �
SEDIMENT CONTROL HANDBOOK (VESCH). 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL„ MAINTAIN, REMOVE OR CONVERT MEASURES INTENDED TO 7RAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND r . z LU > 00
TO PERMANENT STORMWA TER MANAGEMENT FACIL177ES 14YHERE APPLICABLE ALL EROSION 3.38 TREE PRESERVATION AND PROTECTION- TREE PRESERVAT70N FENCING DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES O ¢ �
e CULVERT INLET PROTECTION 3.08 307 STORM DRAIN INLET PROTECTION. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, SHALL BE INSTALLED WHERE SHOWN ON THE PLANS. NO TREES SHALL BE PLACE,
PERSPECTIVE VIEW � m Z LU
A SEDIMENT FILTER OR ANI EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. HARMED OUTSIDE OF THE LIMITS OF TREE PROTECTION FENCING. 77. INSTALL THE UTILITIES, CURB AND GUTTER, AND ROADS. A 2'HIGH GRAVEL RIGHT-OF-WAY DIVERSION I I> aS o 0
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDIING AND MULCHING. SEEDING IS TO
INLET OR CURB INLET. TGT, PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS ST CONTROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT THE SITE SHALL BE INSTALLED AT 29 SLOPE ACROSS PARK RIDGE DRIVE AT BRAZOS COURT. PROPOSED SEDIMENT - ''_ .� 1, ,�
PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. INLET PROTECTION APPLIES BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEM13ER TO FEBRUARY TO CONSIST A 3.39 DU TRAP 2 SHALL REMAIN IN PLACE IN ESC PLAN PHASE l! TO PROVIDE EMERGENCY OVERLAND RELIEF OF w w
DC DC DUST CONTROL 3.39 WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT 50/50 M/X OF ANNUAL RYEGRASS AND CEREAL WINTER' RYE, OR IN MARCH AND APRIL TO WHERE SHOWN ON THE PLANS P � 0- w
BYPASS FLOW FROM STORM STRUCTURE 38. INLET PROTECTION SHALL BE INSPECTED AFTER EACH ,. ' " ¢ m 0e
STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA. CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST OCONS/ST OF GERMAN MILLET. i = w
STRAW MULCH IS TO BE APPLIED AT 80LBS/JOOSF. ALfiERNA77VES ARE SUBJECT TO RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED. IF THE STONE FILTER BECOMES CLOGGED �� I n
STORY WATER MANAGEMENT.• WITH SEDIMENT SO THAT I NO LONGER ADEQUATELY PERFORMS !TS FUNCTION, THE STONE MC;ST BE
TEMPORARY SLOPE DRAIN 3.15 J. CULVERT INLET PROTECTION: APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. - w
TSD 18. PERMANENT STABILIZATION SHALL 8E LIME AND FERTILIZER, PERMANENT SEEDING, AND STORMWATER RUNOFF QUANTITY WILL BE TREATED ON-SITE THROUGH THE USE PULLED AWAY AND CLEANED AND/OR REPLACED. INSTALL ANY REMAINING EROSION CONTROL ITEMS AS
CULVERTS. TO PREVENT " `" -
A SEDIMENT FILTER LOCATED A T THE INLET TO STORM SEWER "'
SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/IODOSF OF A TYPE Il RETENTION F40LITY. THE EN77RE PROJECT IS INCLUDED IN A SHOWN ON THE PHASE !! EROSION CONTROL PLAN. ist \
ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STAB/L/ZA77ON OF A DISTURBED INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FEIR77LIZER SHALL BE APPLIED AT PRO -RATA SHARE FOR STORMWA TER QUALITY WITH THE LICK/NGHOLE REGIONAL 12• SEDIMENT TRAP #1 AND SEDIMENT TRAP #2 MAY BE REMOVED ONCE THE UPLAND AREAS ARE STABILIZED mak,
SA SAFETY FENCE 3.01 PROJECT AREA. TO PROVIDE EROSION CONTROL AT CULVERT INLETS DURING THE PHASE OF A 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL �,I AND THE INSPECTOR APPROVES r5! 1% ;h °'°""
STORMWATER MANAGEMENT FAV. ITY. SEE STORMWATER MANAGEMENT PLAN 13. ONCE PHASES It AND l!l OF CONSTRUCTION ARE COMPLETE, THE SITE !S STABILIZED AND THE INSPECTOR rt""
PROJECT WHERE ELEVATION AND DRAINAGE PATTERNS CHArv`GE, CAUSING ORIGINAL CONTROL BE APPLIED AT J80LBSfACRE AND CONSIST OF 959 KENTUCKY 31 DR TALL FESCUE AND � �°x'
MEASURES TO BE INEFFECTIVE OR IN NEED OR REMOVAL. WHERE CULVERT AND ASSOCIATED 0-59 PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS TO BE APPLIED SHEETS. �� xlE
RWP�l TEMPORARY RIGHT -OF- WAY 3.11 DRAINAGE SYSTEM IS TO BE MADE OPERATIONAL PRIOR TO PERMANENT STABILIZATION OF THE HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES N�7 ITEM SHALL PERSPECTIVE VIEW PERSPECTIVE vIE'uV
AT 8OLBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. PLASTIC FENCE METAL. IaENCEE
DIVERSION DISTURBED AREA. CONTROL INSPECTOR. 14. CONTRACTOR SHALL FLUSH OUT THE STORM SEWER DOWNSTREAM THE ROW DIVERSION AT BRAZOS COURT
309 TEMPORARY DIVERSION DIKE. 19. MAINTENANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AF7ER EACH `...:"-
RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES !S TO BE REPAIR ONCE THE SITE IS STABLIZED. Source: Adapted from t�r},saved Plastics and Plate 3-01-1
A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED A.r THE TOP OR BASE OF A SLOPING IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 509 OF THE WET STORAGE VOLUME 15. MAINTAIN ALL EROSION CONTROL MEASURES AS SPEC/PIED IN THE VIRGINIA EROSION AND SEDIMENT viCxt"Fila gr,ri e Standardsmma
DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY MAINTENANCE.' CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR /N ----"....°_
UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE _ ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. F' �NI(.`�V :� IND ARMORI T a w _1 "
!N GENERAL, DURING CONSTRU6TION THE RLD OR CONTRACTOR ON-SITE WILL CHECK I I -
SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TOA SEDIMENT -TRAPPING FACILITY SUCH COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVE.%' STORMWATER RUNOFF MUST BE ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH I M m In ,�
IMMEDIATELY. FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS r o L Oo
TABLE3.39A TEMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED SIGNIFICANT RAINFALL. MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED � , \
S17F DURING CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, NEEDED. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOW/NG ITEMS <.__� ---
ADHESIVES USED F{} I�IJSI! CONTROL
MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE. SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL lNSPECOR. a. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY � 11 I
21. THIS PLAN SHALL BE VOID /F THE OWNER DOES NOT OBTAIN A PERMIT Wi 7H/N 1 YEAR OF STABILIZED TO PREVENT FURTHER EROSION AND SED/MENTA T/ON.
Water Application ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. t' I
311 TEMPORARY RIGHT-OF-WAY DIVERSION: THE DATE OF APPROVAL. (WATER PROTEC77ON ORDINANCE SECTION 17-2042.) b. ALL INLET PROTECTION AND GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR PUKE = 71 .r_ ` I `
tt9mgrs E of Irate A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED ! t ,L� �, I
�a •,,LV .N_dalcr 22. PERMANENT VEGETAT70N SHALL BE INSTALLED ON ALL ;DENUDED AREAS WITHIN NINE (9) SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. 1F THE GRAVEL !S IASL 3.31T13
RIGHTS-OF-WAY AND S/MhLAR SLOPING AREAS TO SHORTEN THE FLOW LENGTH WITHIN A MONTHS AFTER THE DATE THE LAND DISTURBING AC77VITY COMMENCED. (WATER CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL I s
SLOPING RIGHT -OF WAY, THEREBY REDUCING THE EROSION POTENTIAL 8Y DIVERTING STORM ACCEPTABLE4 TEMPORARYSEEDING PLANT MATERIALS I ,,��.r� �_I Y 1- � ��
PROTECT70N ORDINANCE SECTION 17-2078) BE REPLACED. T � I I
A�uauLs RUNOFF TO A STABILIZED OUTLET. GENERALLY, EARTHEN Dl VERSIONS ARE APPLICABLE WHERE c. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR
Asphalt ln�llsion_ ?J Course .Spray 1,200 THERE W/LL BE LITTLE OR NO CONSTRUC77ON TRAFFIC WITHIN THE RIGHT-OF-WAY. GRAVEL -QUICK REFERENCE FOR AI L REGIC)1�35" I I '� � I IL9
STRUCTURES ARE MORE APPLICABLE TO ROADS AND 07HER RIGHTS-OF-WAY WHICH SOIL DESCRIPTION DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL lI I { ' i 0
Ltext,ils;cat 12.:L?3tC Spray 235 ACCOMMODATE VEHICULAR TRAFFIC. SOIL MAP AND DESCRIPTIONS PROVIDED ON EROS/ON &SED/MENT BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO date 00 I
#**
CONTROL PLAN SHEETS E-1 &ESC -2 CONSlS7TENT WITH THE THE TOP OF THE BARRIER. I'lantln�ECsates Specie lbs_ acre �w �t it I �
Tiesin in Water l:1 Fine Spray 30Ct 313 TEMPORARY SEDlMEN7T TRAP: d. ALL SEEDED AREAS WILL BE CHECKED REGG7 EARL Y TO SEE THAT A GOOD STANDw ,."
APPROVED WP02007-44 PLANS - "FOOTHILL CROSSING EROSION IS MAINTAINED. AREAS SHOULD BE PERT/L/QED AND RESEEDED A� NEEDED.�s, , p
U)
A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A Sept, 1-Feb,15 50 5o Mia of I
Acrylic ttluls?otk STONE OUTLET. TO DETAf1N SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG AND SEDIMENT CONTROL PLAN", SOIL MAP SHEET, BY ROUDABUSH !N CASE OF EMERGENCY THE PRIMARY CONTACT FOR THE PROJECT WILL BE THE RLD P Annual Ryegrass '� ` ° }
(Non -Traffic) 7:1 Coarse Spray 450 ENOUGH O ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED GALE AND ASSOCIATES DATED SEPTEMBER 19, 2008. OR CONTRACTOR ON-SITE. THE CONTRACTOR WILL BE DETERMINED ,AT THE TIME THE Loll multi-flomm C) Z
AREAS WHERE THE TOTAL CONTRfBUT/NG DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE CONTRACT IS AWARDED. IN ADDITION THE OWNER MAY BE CONTACTED, MR. ALAN & 50- 100 ': N
Acrylic Emulsion SEDIMENT TRAP WILL BE UISED NO LONGER THAN 18 MONTHS, AND IT MAYBE CONSTRUCTED TAYLOR. UPON COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE cereal (Winter) Rye CORRECT fiiETllOti� `O> TREE FENCING
CPrafiTC;e 'x,5:1 Coarse Spray �StJ EITHER 1NDEPENDEN7LY OR' !N CONJUNCT/ON W/TH A TEMPORARY DIVERSION D/KE. (;secale cereale) ' M '�
FOR SITE MAINTENANCE. ,_ < I
t 3.14 TEMPORARY SEDIMENT BA SIN. r �" ?, Csrftl,+IFIL
l` ;� gk
Snu Va. DSWC Feb. 16 Apr, 30 Annual Ryegrass 60 lf�tt , Z
A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE /�,,t; n �- I t � 0
(,wljum Trtultl florum) >7 � 0! � � n
FORMED BY CONSTRUC77NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. 1 I "I
TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND `DRY" STORAGE I -gam I � o
LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. APPLIES BELOW May 1 - Aug 31 German Millet 50 - � (' °
-TOTAL LBS DISTURBED AREAS WHERE THE TOTAL CONTR/BU77NG DRAINAGE AREA /S EQUAL TO OR CS&I ria..�talic;�) �tl} r 1� ,�" N v o
GENERAL SLOPE (3:1 OR LESS) PER GREATER THAN THREE ACRES. TT,/ERE MUST BE SUFFICIENT SPACE AND APPROPRIATE � "� +""� � -a
TOPOGRAPHY FOR THE CONSTRUCRON OF A TEMPORARY IMPOUNDMENT. „.s CORRECT TRUNK ARMORING N V)
KENTUCKY 31 FESCUE 128 LBS. A°` �)Lli D
RED TOP GRASS 2 LBS. 318 OUTLET PROTEC770N: Source: Va. DSWC TRIANGULAR BOARD FENCE Q H > o
SEASONAL NURSE CROP 20 Les. STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED -� > !_ -�
H
AT INE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. TO PREVENT SCOUR AT o ,j
SEASONAL NURSE CROP 150 LBS STORMWA7ER OUTLETS, TO, PR07ECT 77 -IE OUTLET STRUCTURE, AND TO MINIMIZE THE POTENTIAL ALBEMARLE COUNTY W W � G z
FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED CONSTRUCTION ENTRANCE t 1w < A r o w
FEBRUARY 16 THROUGH APRIL ANNUAL RYE STORMWA7ER FLOWS. APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL - I J U J U) W
MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET SECTIONS.
AUGUST 16 THROUGH OCTOBER ANNUAL RYE A A
DRAW"E WALE DIRECTS FLOW !3�`�' ���� ,� 7 p-+ �-a {'. r _ { �n p { yn r� z
TO SWIMENT MIN ! - nJ ' ' 1'Y t.r to [W t,. Y�S� .A` 't,?ls 1_ I -0 z
70' MIN. > 1 O
NOVEMBER THROUGH FEBRUARY 15 WINTER RYE 3.19 RIPRAP: 5 ` V 3• au -2A ASPHALT TOP W RSE ,PR0 l'E .�I�i1�'` r� � W
NOTES: A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH 2`- u A PauEiae'rir �xwM, 1 U) o z
FILTER FABRIC OR GRANULAR UNDERLINING. TO PROTECT THE SOIL FROM THE EROSIVE I E W
1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE AGGREGATE BASE i _[ _\_,-__---_v ___ A� o
TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32. ENHANCING THE P07ENTTAIL FOR INFILTRATION, AND TO STABILIZE SLOPES WI7H SEEPAGE aNERsioN DrrCH SIDE ELEVATION 4a'---- v �-• C6 o
PROBLEMS, AND OR NON -COHESIVE SOILS. USE WHEREVER SOIL AND WATER INTERFACE AND r<eE i I ,w,
2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION / ExIsrlNc o
THE SOIL CONDITIONS WATER TURBULENCE AND VELOCITY EXPECTED VEGETATIVE COVER ETC. GROUNDL9 o
OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35. 70' MIN. _� - O H� ° I
ARE SUCH THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS PLAN EX CURB OR ` 4 I N� ~� �! 3 U)
PERMANENT SEEDING SCHEDULE �NALT PAVED WASHRACK EDGE OF Pl4V7 I I 11 E O
PS P 3.31 TEMPORARY SEEDING La2x - Q W "
No SCALE THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING --� t ___ -_ __________ ____ 1 = r ) U 0
W17H APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROSION AND 6" �- CURB INLET T`/ 1 ° a�
{STD. & SPEC. 3.32 OF VIRGINIA EROSION & SEDlMENTAT70N BY STABILJZ/NG DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL �'q+ ,_ �z' MIN' EalsnNc r I U < 0 3
SEDIMENT CONTROL HANDBOOK, 3RD ED.) GRADE FOR A PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND A A O �- PAVEMENT �,L - --
RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS �- I L,. �� 4� � * f � 0,
ATTACH FILTER FABRIC I u s rsil a e .�, i _r � M
TO STAKES OR POSTS &
EXPOSED DURING CONSTRUCT70N UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL EXTEND IT INTO TRENCH d DIVERSION DITCH -` pl 1 0- C -
WOODEN STAKE --���' 'F t' S' a I`e 'i �"r' Z ' MINIMUM WIDTH AT TRAVPwua DEVICE ' * * � -0 Cl
MEASURES CAN BE ESTABLISHED. OR `N�P { DESIGN WATER r I
STEEL POST SECTION A -A t xF "
/ t c < ELEVATION IS 4.0' PLAN VIEW ? 'T RC1 A STONE E C' ??12I3I7�T2t I€?t r n 0
LENGTH = 5' MIN. ,a,, y V
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL W o
3.32 PERMANENT STABILIZATION: � `� I u r;_ �� Musr EXTEND Fuu wDTH of
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANT/NG La 4 _ �� s ' 1 INGRESS AND EGRESS OPERATION SET 1 1/2' WATER � ` p5° 1 I � � W
FILTER FAHRIc SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO tib;. z_.. -�<_ _I.
-- HYDRANT MTH FRosr __ °
EtlxizExc° e• PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT lS ECONOMICAL, ADAPTABLE TD CONCRETE BLOCK tz MIN. PROOF HYDRANT 3' - ~�
ABOVE GRADE AND 4' t
COMPACTED SOD. 9' imamm CONDITIONS, AND ALIS OWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. TO WIRE SCREEN _ 12, MIN.
�� OFF EDGE of PAVEMENT, I ( ^
�-- ,.
Sl7E CON . _ .. �. ( V J ■- a
IMPROVE WILDLIFE HABITAT, TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF EXCAVATED SOIL _ °
GRAVEL* FILTER I z I„_ r ^ c�
t�--I 11. �r (i l FII!Il CONSTRUCTION ACT7VIT7ES ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. BACKFILLED AND - v, z
i Ti1- M-11H.2I( 11'i II( f fir .il 'laffim j
• lr ill 11 11 ` �I `i -i'` i'-- COMPACTED III , d OR ,¢'S COARSE AGGREGATE. SECTION A -A ` - - �"''' ��"-`° W CJ ""� --
_fli
a _, PLAN r * • �-1 • :• V)
1-...II,III r _ ! II I: L �ki'Ii ?Ian 335 MULCHING: BLOCK & G �� e3 y� W
t T I ,I I T .. RA I�EL CURB INLET w, Vt« « $e�. z
- 4x4 TRENCH - c
l it I_ ! SII l •_:.�--=' APPLICATION OF PLANT RIESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. TO SECTION A -A IP 3.07-8 NOTE: A MINIMUM WATER TRAP OF 1" Is REQUIRED __________ „___- /1/ C� °
I'llTTI 'I til -;1. - 1 -" PREVENT EROS/ON BY PRC77EC77NG THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUC/NG SEDIMENT FILTER wm+ A MINIMUM WASH Hose Ow of �s w Lj� z .-
1I!.:'1i 111 ! ,_, ori,- - - _%uzcc: Ad.in ed from VDOT Standard U W --3
PIPE OUTLET COND1 TIONS NO SCALE She r, =d Va. DSWC plate 3.08.1 �� I
THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETA77ON BY INCREASING SIL T FENCE OP 3.18-1 5 PAYED TEMP CONST EN7R z
e. yBmciTx AVAILABLE MOISTURE AND PROVIDING INSULAT70N AGAINST EXTREME HEAT AND COLD. AREAS SF ,(WITHOUT WIRE SUPPORT 05- NO SCALE U) I
WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING NO SCALE SCALE N.T.S.111 49 �- J o 0
SEEDING. AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED I mi �_ P__4 U U �
DD TEMPORARY DIVERSION USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WITH PLANTINGS OF TREES, SHRUBS, TT -- o 0
OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZAT70N BY W -r
THEMSELVES, CAN BE USED IN CONJUNC77ON Wl7H TEMPORARY SEEDING. SHALLOW ��
SLOPE J a Q
-..
336 SOIL STABILIZATION BLANKETS &MATTING:_ <, ON NAL OW SLOPES STRIPS ° s=
THE INSTALLATION OF A PROTEC77VE COVERING (BLANKET) OR A SOIL STABILIZAT70N MAT ON A 1, SET POSTS AND EXCAVATE Aa 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ,r u N�TECTIVE COVERINGS Q � °
11.. 11, I F MAY BE APPLIED ACROSS BERM r 1� I N � c,
PREPARED PLAN77NG AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE. TO A/D /N TRENCH UPSLOPE ALONG THE- LINE THE WIRE FENCE AND EXTEND EXCA VA TED SOIL. 1 = I y THE SLOPE. _ r=11 v O i.3.i .O'-� °
CONTROLLING EROSION ON CRITICAL AREAS BY PROVIDING A MICROCL/MATE WHICH PROTECTS OF POSTS. IT INTO THE TRENCH. ! -- . WHERE THERE IS A BERM AT THE TOP OF THE SLOPE
BRING THE MATERIAL OVER THE BERM AND ANCHOR 11` I I� II - I Ill t� C) 0
YOUNG VEGETATION AND PROM07ES ITS ESTABLISHMENT. APPLIES ON SHORT, STEEP SLOPES -11X11 = 1_ Y`5 BEHIND THE BERM. i = 11 I-ISL-iI� x
0
WHERE EROSION HAZARD IS HIGH AND PLANTING /S LIKELY TO BE TDO SLOW IN PROWD/NG =< -1 j� :' y�l� 1 II-IT"'1L i {Ir�l�Jl nl� N �
# '' =I 1_, "` I ' 1fF=- - ' -� I �11-11 1=STI-I I1=1 I I=11 O m �-
ADEQUATE PROTECTIVE COVER. '/ y F �! �IIrI 4„ IIIMI1 - 1II�I
.-/ 'fir ,.' � �a •5 k;. E 5� °
C. r y ` ZY�$ 5
3.38 TREE PRESERVA770N AND PROTEC770N. --�'� t ,,a`s `*; ,: / BRING MATERIAL DOWN TO A LEVEL AREA BEFORE STEEP - °
t' - s w d
SEDIMENT BASIN BAFFLE DETAIL PR07FC77ON OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND I,-"� ', _ k tS ,„ �/ TERM/NATIYG THE INSTALLATION,, TURN THE END SLOPE °
DISTURBING AND CONSTRUCTION ACTIVITY. TO ENSURE THE SURVIVAL OF DESIRABLE TREES i I , -,� I u UNDER 4 AND STAPLE AT 12 INTERNNl:�-� .." :, � _. -..' , 11 U I-_ U) -
NO SCALE WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED _ ( - �� _ _ I h^= I v
DUST AND POLLU770N CONTROL NOISE REDUCTION --- IIt -- - j - �---- DITCH FLOW ON STEEP SLOPES APPLY W E
PROTECTION, LANDSCAPE BEAUTIFICATION, w
_SHEETS OF 4x8 xj' EXTERIOR I -- 1 - - PROTEC77VE COVERING PARALLEL O w 0 E
- -
SHADE AND OTHER ENWR'ONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM , T "� I v /��� a 11 L TO THE DIRECTION OF FLOW � � ° -
PLYWOOD OR EQUIVALENT ( =-- I -----I "'� ` I I IN DITCHES APPLY PROTECTIVE COVERING
6 FOREST TO URBAN -TYPE USES. APPLIES IN TREE -INHABITED AREAS SUBJECT TO LAND , 1-� -- .��- ` 1 -- = AND ANCHOR SECURELY. o
PARALLEL TO THE DIRECTION OF FLOW. I=III� . II- o
�_ DISTURBING AC77V7T7ES / /� + I /`� /'- I 1 I I r"� �/ -''- ! ' +- USE CHECK SLOTS AS REQUIRED. AVOID L� ]OB NO. C
RISER CREST ELEVATION ...... 1 _.I ! -i I FLOW I a �
C7 ,- I
- OF _ _
I I I I I - -- I 1 -, THE I DITCHA ERAT AL POSSIBLE. I I I I1.
-
1I I I I 339 DUST CONTROL: _ _ 1
�iI _
i. _ _
11 4 I I I REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND 12037
_i - I , I -1 i I =l�Tl �i- _ - N
I T t I (- I I �I� IIT ( 111= III -IIT -11=1 I� SCALE O'
I i I I CONSTRUCTION ACTIV7TlES TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM FLOW - ; I - 111 I ( , I I -
1-1 I
I I I POSTS MIN. SIZE 4" SQUARE - - _' I 1 I -I I - _ �I i l- -, D
EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY _ _ SOIL STABILIZA TION BLANKET NO
OR 5 ROUND. SET A T I ! ! �. 1 - B M „ _ I C: °
PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. 4' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 11 -�II- TREATMENT 1 SOIL STABILIZATION MATi7NG MATERIAL SHALL 8E INSTALLED AS - 0 .r-
U___ip_�
LEAST 3 INTO THE GROUND DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF ��L-I� 1!�1���!r=�Ii_IH�1 REQUESTED BY THE ALBEMARLE COUMY EROSION CONTROL INSPECTOR N -
DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE !N ACCORDANCE WITH THE
SIL T FENCE No SCALE 0 ;
VESCH. sF �Wl TH WIRE SUPPORT) 05-2 SHEET NO.
NO SCALE ESC -1 a o
3
z
U-1
O F-
U z
Q w
Ln 2:
Q 2:
O
025 U
O
> O
U
z a
O n
U w
LU >
a w
D �
w
w
Vl
CL Q)
U)
O
Q
Lu!
a
T
c
6
LO
TF
Hu Q)
z
D
W <
o
iJ J 0 w
U, w
Qz
-0 (-D
z
a w
LV)
6 z
J
O
F— L U
0-
O
1-4 Z O
W 90
o
rrr U
N O
U Z
D
L
z O
r Q
L
x
O N
Hui Eo
:
D 3
C�
z c
o ��
w D
rt -lo w�
z
UzoLD
w
U
J co DL
z I
J �
o J 0
O O
U
L
Z �O O
LIJT �
i D
N
ch
o 0
�
0
LL -
UO
X -N
V V
(D L
-c +
a7
V
Q)
O
w � U
J
O O
U N
LU
0 Lli
w U
O
O
O
JOB NO,
112066 0
co
SCALE ° c'
1 = 60'
fn
� L
D
SHEET NO. o 0
ESC -2N D
s t
I— 3
61 I ( /// i ,� . I I I I ,,� I I � ,` , " y I ; i i ; \ f 4P,, ;f i L " I � ' 1 1 f
� , �
I . I � %, I / 'i . ; " � . :
_ - 1_� N, --- I __ - "I 1. ! /� ii . 1, - __ I ------ � - � I" 1 ! li� 1 1 1 1 11 1 � I I � 1,
", ' , 11.1,/ 11 " / - _ / . i i I � I I �, I I I I I : , � ; \ i ;, iii � 1, -;� 1,
I ,� , I
�. \ \ ////,/ I , I IT -1 /I , ,;"`,_.� _/ - - ,� 11 1�1 1; ; i "l / / : ", / I I If, I 1, - il i �,, I I- _ 11 I--- _i --i LEGEND LEGEND
. * _," !,� . i / �J; 1 i I I i f ", [ -
I
' , L! I - I I 1, � "I i i �� � ,�,. 0, ii�, -,�I'f,�- , i I
� `�`, __ I . , . "i, / ,._� ii I � � I
1, , �, - '�*/.,) . .. � i,/ � - 11 � Iii 12 1; i 1, � ? / l i 1 i 1 1 1, i I � ,�,,% I,,, ze�, ij, � � l ;1, - _,� ! 1 i
, I I � ,
I \ I/ -1 / , / -��!�/ , - - '. . � ,` / , / / "; I I i 0i "'I f - � I
I �_, ' , . I I � f ; �
- — , � i � � _ .� �, , , � i I 411 I I I i I i 0
1 , .. .. 4 � , i 1, I
/ i // , I �, I . " , ., _____
" 1\ ___._�� 1/1/ci. '/ /11 I � '_� - , _111 , / I ,� ,� / ) ____. ---- _ I 1i ii! i , I A J_.,__��,�,,r , 1, i
ROW DIVERSION DETAIL 1, , . �, ,� / I - -z / I . I ! - I SILT FENCE PER VESCH 3.05
�
�
� I 1. I ... , , e "",--"""", ... . .......... � , � I i I i �1, i J-__ W _ LIMITS OF LAND DISTURBANCE
I I ______i I 4 � � i
I I � I .-I, I I "I " - - _-__ - - - __ _111- I jI. i L, I i " k ', / i \ �____ _111-1-1- I ; �
I I., ; ! 1 1 1 1 1 P�i , ,;, � - � I ,,, ii 1_11�1
I , I a I i -,.------ ____ , � I � , � , . I I � 4 4 -*- DIVERSION DIKE SUPER SILT FENCE PER VESCH 3.05 - �__), -p-
I I �\ ; � ," I �j � � I _ ... - I --- - - - --- - . ... .. - __ i I i I , 1". !
I, ----- I I � "" ��,' ,� i ! t
11 , -1 .�� -,- �, --- --------,"""", I�\ \N � \ "' _.,_ - --- - - - - __--111-_- . ... - ... ___-.1 � _[ �, I
. _1111 , �� _____.___._.. I,------ - - - ------ - - - - - _--_ - - I __ . .... . ________ ___ I --11-1- -11 ---.. BOUNDARY LINE ---
.". I I � 1 " -/- -- -f-_ - -- - ---- ____ - - " - I;,,_,-. - �__ -, �_ . , \ -11-11 I I
I IN I ", , / I . 11 �, y __ � -_11-- - - - - - - ___ __111-- -1. - J_ -- "
" / I. / I h i I - - - -- _ 1 __ 6_, ..... :� �_ ----I'_,_ -1 :, / // -- > �1 "A ,
I I \/ / I/ / � ,,<,� . ,�: � _ 11 " - I 11 - ____ 11111-- L-1 �., _!_ . .... ________--.___1_1 .... .. .... _'_'______,_._ ........... . . .. ....... ... .. - - J/ / . ..... ...... _i-- '/ ,�x/,, ,/' , I ,, , � __
Ii
"i; //, /;;-, '-' � - _�__ __ __ __ , ,'i
�"r,""',"i, - " - "-[---------, ---- -
i I , ",/ 1 I i � !: j 1 /', // I -;, , 1
/ v , �1_ , -, ___.-___1 I ,i \
. /I f i 1 " _____ ... ... ....... 11 I
, / ,� , , F
,
, / ___ -11 I _i i
� /�' "I I .. " "I . , ., r . .... . . . . ............... - I
\ %, � � . �� �� I T� 1, - .1 / : ;. ! / - - -_ -_ 11 ____
SCALE: 1"=20' '_�', I ,/,� / ��- lil, . , / / ,/ I) ____ --- ____ - - - _ , 0
I I . / // i f - I - I- 1- '/ if, � ____ " `� , .-I -1 _ ____ i- - - ,., 1-1-JI-Ij ....... __ - -1 --- I,________,___.__"f i , ,,,, ,
�
� 11", , - �/_ , 1, 1-1. I—- / ... I -".-/- 7 �111 --1111 // / �� . , - , - I/ , / < 8 11, -
- - - -I-- --I--- _1
, 11 .1 , , // T_� --l-I.- ... ... "I 11 11 - ... I ) - 1-1 -, I
... � .1 I
, . .... ;____� _� I . __ - , �: � -,--- - - --- ,_.._______,_ --- X X )�- SILT FENCE SC TT R. COLLINS Z
I I � / _____.. --.--" 1_1-_ ,_111111-1-1-1111-, _�L - , -, '/ �, - I
I I I �, / I , , -L- , '__ / �, Ir ,- - I
I . "I'l- ........... __ � � -11,11,11111--- ��a-�_;�,L�___� � - X� , V-�,�,
� . _�,__11 ... ;_ -- -4 -- "�::--- -71-1---l- , _.:____ - -z,_-_-, � , , " -'-'
I �_ .- -
, , ____ -I.--- ____ - .- - - ____ - - I I ______ _- I -- - -:i��,__ L_`,�_", "
� ", �, il / I / � . ) I I . ....... - 17� "7::-, T7 ') " i " ,.:�_______, - -- - .- ,___ - ", ___� �_�
,
� \ er f i ," -t- ____,__�_____.__ ; - 14 1�' -1. \,,
/ i 11 = 7 ,-, - 1\
11 If / "i . I -_ -, ---_______ - - __ I __ - - .... I .......... __ - - ____ ___ I �;�-__Z=�;�. , l Q , " _ \�-�- --- -- - -.1111-- - I �:) �f
iis �, I -,-,, , ; , J_ - 11 .: �,� � �
� � . j " I / ;11 i . ...... . � .... 111i___7---�-.fv- _,", � - - - - �1111 ...... '.�_- = "" --- - - _ I - ., s _X -- - I
I, 1 �5__ [I I / I � � I , 7;-v � ff�,' " ____1___9_ -, - " __ " � - ____ ,� __ ------- - ...... . . ........... . . _-, �! ,". "
k" 11 / / =-:7-,�,7� _=-, .1 __ 11 - - ---- - :!�� I
,� / A " / � z ,- � � _ -_ __ ...... . �:� ,I�,��,,� 1�,-��� TREE PROTECTION
I I I � I , / I / I I,/ � . . ....... _,.� ____,� ... _11-1-7, 111x�='�,;'-__ _ ,. u , � " -,�_-__,.�:::S�) _ � � -111- --
__ 1, /�/ v i, i, � I .- I I 4 111_1111_1v-� -�.�.,-��--�---I-,-,-,,:Z-.-,"-�, ., I j �_, �__ 1� No. 35791
� 1� s - - --i-��- ,_____ ---I,---- J , --- <" _,<�,_ '___�,,_ . ..... . - __7___ ... � -- ----- . . . . ......................... ��
11 � i �7---�v ---r I �� - - ,r� . ........ � ....... . M__- �, F-711-- - 111� , __ --- ___________ _-.7-
I , "I � - I I / I I I / 1, - i 11.11 I I. �, 1� � - , iiiiii, , �� 01 ,��, , -0- DIRECTION OF FLOW SEDIMENT TRAP PER VESCH 3.16 1
�
� � \ � :i - I //�, ,,,/ - f, / / / / 1: 1 ,; NOTE: , I ��::'_, . ...... - . - .... . . _ -9w �� 5, Ij - ___,___-;�i�_V____ DIVERSION DIKE PER VESCH 3.09
� � - -
-
. � / . ) , lill, I I , S
�
I
I - i I I I 1, � �, , - "I, ��cv , I -
� . I __� I I - I I -, 11, " - I - � I ; ; " - - "; . . ....... . ___ iK11 - , IQ,
- I / � I , i � I � � , - ,
I --, 4 1, I, , Ll) kb�i �%ft: � � I , - _ ,�� I j -,L;�, L- /�,
'I ',111 � ,, ,� � . , / ,:�, "".- )f I's
I 11 � � " 1- ` N "' RC ,M "I"UR""A/ / CONSTRUCTION ENTRANCE PER VESCH 3.02
fi� � I _uo"I '/'11� . / / 11X / f , 1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ALONG EACH / , , T"', - IS
'I . - / - 'i - - li`,?IWE'�4S' J- 'i
/'I / I "I / i , , � ! I 0 r,15 E -)':- I ttf!=�1==_ 11��
, / , ", il / - -, DIVERSION BERM TOWARDS THE PROPOSED SEDIMEN7 BASINS AND [ I I . . M , I ! ) % I - - i 653.75—
, // , ) ", ", I 1-._-._ - 1, --,, , 'i � i I � PROPOSED CONTOUR
, . / 010,4L __9 --- _j_.______ Ntl_ / I i , / f " "' v
\ \ I , I "I", / 'I', .�P. 1" 2'x 7 ( - I", _ -1- _=:=� � I @
11 �1--i- ___�_-____;` _____,__ �- z _� . ..... ,___ ',
� I --- _ ... I I --I-- _4�__,�,,,__1----- ,rm/ - _,, w _1 I RAVEN
� _________ 1 -, -T, '— I — ----------- �
. .
I I i I / . /� /, 1 .,/ - - / i I I _ - _`:___7_ --- ___ , - -_ IIIIIIIIIIIIIIIIIIIIIIIII � � � DRAINAGE DIVIDE
, �� / I/ ! - ; -tv,- --- �-- ______L___ 1�/ ____L z__ ... .. _:,_ _J"N � __ '
1. / - � n, -R :.� .... . � - - - - - -- T - -,- - = _ ___r1__ , W ----------- — - 'Ll-
. v -_ . .... - - 'I, � - .. ... ... .. .... . . ...... . ... __..
F __1 -1 .,' I __ I, -1-11,11, ... I , I , `� -- - __ , - , ___._______ � ----- - - ________'_�,__ ______ *- -"-----, � --' :��
, _ -:-1_1-_.1__ ..... -__-1_____,___ �/ , I . .... �
� � � /' " �, _. -1 --- --.1-1-1 ---- 4__ -111.111 . --- , i!. ------- , ..... -.,.,,-,-, � � "'J, , , 1 --3w �Ii ______-
I , '//. �/ / I- , � , / TRAPS. _... - �_ _---,,vv': - � , , _-__7 4-1111— I IV61
� I ; _% - - ___ -_ `t� i " TREE PROTECTION & PRESERVATION PER ONAL
. " / I - / 11 .1 , � ___ _ I z��_,=- :_�__, , , _ R PROPOSED CONSTRUCTION
I _.___ -1--_-;1 ... :,�,:,-,-�--,-�-,�,-�,r--%-:::------ \ ____-_1--_ ------ ------ -, _-
i I.. ". � ____ -1 - I - � _.___, --"--�",---,-,�,-,�.,���---,-,---��.���.��--R.-.---�� . -Z_��k,
/, / , " _� I -:--"-::,-,----: -i- __ �_- , ,_ I I __ - ��_ -1 �11 ---
-
� /, / P, if / � / - I 11 ( - 1, I " , ,� - "", � ..... .. , �_ I . ______ -,- ___--`___1_ ---a __ ____ =,��mE,�� _"��_f� ROAD STABILIATION TO BE ... 1 ��__ - "; (5
i 1, ,��, / �1/ i I � , " . - . - . 11 47L� ',�,
. I I �/ // -� I I / - .1- 11 __ 11-1 I 11 I-, 11, , I _77 - , ;�_ I I_ - .-
I p / , / '', , - / I I ' ,- -1 / , __t __'__________ � . -, _,�, _ INSTALLED FROM THE EDGE -_ __ VESCH 3.38
-1 -11 -_ " ."', I" OF THE EXISTING PAVEMENT -'--- 1 -j, - 1
, I/ " / I I I I I- �. i. )(I - - - " - - , / I l ___ __ __ "-, I ,� ' / � ,i I - 11-11 I I 1 111- , - -1- I ---- -- - _7_- -111 - - ',�� --I I �., ,,, iii, , -
; 11 / �) - �. ,-",, " " I ,-, _111' / . � i, i - - , . _ --- _ f, _., i_ Irr . _
. I I I i PAVE[ � - ,-. , " � , , -i" , I I - i,,- __ ,��, /—,
�. §' / - . I I I � . I , . i� , -.1-1 ... I I 1 1 11 11 - __ _ .... - - -- - - /< CULVERT INLET PROTECTION OUTLET PROTECTION PER VESCH 3.18
1 � /i I / � / _ , / . "" - I , __ I ,\ , , I I I
� � I /?i // I I ii, ,� -1 I- � -1 11--, I __ ... - ---- - - I P, I -, _____ " I , � 'X, __� �, / - - -1 1 1 (9 -
� / // / � / , / ", // ,� . / �� , ", � _ ... if I � i i I I __1-11-1 I I ,. 1 ',, 1, '. �, _ " 11 TO THE ROW DIVERSION FOR I I
I � / I/ -, / 11 1, 11 I 11--_ , �, �_� -- - ----- --- -- - - __. 1 " � . " I 1 i I �, "'fill -, - -I I 1 � a CULVERT INLET PROTECTION PER VESCH
� . I I �� 11 /� I I - , � �'l _.___._.__..___ � I _1 I ,
� /, � / / 711 / . , __ _11", " , / __ - � ". )/1 I ; ---I -- -, "....."11- - - ___ I , - "., ME ENTIRE WIDTH OF THE
I " W/ I - 11, ,� - I ,�, I I r I -___-_--_-., . .. ... .. � X - , i I
/ / ,� 'i, , _ - I 11 -1- . I- -, - , t i I f I'll __ - ______,________._ ------- ------- 1____1 I i i I N , I �� PROPOSED ROADWAY. THIS - __ j_ 1 ,
'. " �., i1_1 I- ') /' , I-, � ,
�. / / /1 , / . � , t / // - -11 ___ � I 'I - . _� �
'i , I- // " I I "', I -.1. ,_ , I I i i ; i . ..... -1
I I I . "_ - 1, , - - i'. 11 I 1 I 44- - �- , 1, I ; I I ___-.__---- . . ....... . . .. - .... .. _� - � CHECK DAMS 3.08
� , , i �! __ _ - - � --- -1 .... - --- 111---1 'ji I � AREA MUST REMAIN FREE OF I
, i . 1
q , 1. I l/ �, �� "I. � 11" ,/ I _ -1 ... 1-111- : __ - - ......... -, _ ___ __-, . I v -!I., I
" ,� , \ 1. ! � 1 i 1 1
1 i � � / � ,_ `_,____.1 _ , -� � "i _,1 - � , i i I I r i , ; . I i I !!, I I " I I I
t I 11 I , I", I , -, _'11, - , / 1� 1 , I 1 1 1 " - I ! I j 1 j i i I 'i, ) � I MUD. 1 1 1
. -
I I 11 -, . I . � 11 _1 I il - 1--, , ", -1 , \ .1 ,� � I i I I I ! i i 11 I � 1 �
I , / , " __ I I I." I __ � ., 11 � ,
i . � / ii� I I I_ - I _ 1� " ,I , - ! d� i ---- ---- I __ -_
, I � ... I . 1. i �� il _ ... � — SOILS LINE
j� " / "' -�/ / v
) �, I I / / , - I __ I- " I I � - " ") ,
� � � . . /� / / ) " ` // " _ " � , , " - ', If � ROCK CHECK DAMS PER VESCH 3.20
X I If / /,/, ", /I I , " 1. , . I'll .,V, �p , IV
, / I - ,
� /� � , I ,.t , ,_ � - , "N I/ @
;
� \ / . 11, I I / " WA ,_', _ 1� � l/ �
, , , ( 1�
I — - . . � - , �, - __,, , 11 ; � � � � 1 IS -
I / �/ -_ il�j 11 w �i I f, � i
I F - � I I - I ---.-. f� ) " I I
I I � I I/ I 11 if � , I \ %--.11 --- �', , �, , � � , I � � 1� � I
I I I ,� . ,- ,� ,i� I . ___ji, i 1 i SOIL STABILIZATION MATTING VESCH 3.36
1 - ,�, 7- / � 11 ,,1 ,I, � � - - -_ - - --- ------ ----- - I � I I � _ " � I , gr 68 1; -, , i j � � -..-,-..'�.-II-11-1�-1-1-111--�- DRAINAGE WAY i
�1. I , I , , - .�11 " if 11 I / I [11 .... 1.11 "r -11I ... � �, . ... .... __,___ --- -_---1-_
, I ; -
Ii 11 -?_ � 1� � i . I , I � ! ill I i � 1 �: ,, i 1 ,� -, ,,, �, "i � , I i
i I � . , / / ��, , I 11� �, 1, � , 1, . " i " i I � , ,I ,� 1, (9 * I � "I . 1- �_,___ "-, �,<,�-�,�
I ; � i "I '' , �il � I � I i i - I—- \ � .
� I .... .. *
1 � I �_ / ,, 1, . I", � I . - - - -.111, I I I I I�,'11 ,-,--- - t i i�� , - �,,� % j I - ,, ! , " ', " I 1-11- - �� � I � / i i � � , I �\ � r- __,\ � _\ � , � ,
� I I / . -p - __� ,_ , I" _ I , " I I , , I . � � 11'd_ � � , 11
� % I , -,-,. � " I I , -� � y I ; ,� ', \ I , " ____ I` '_
"I " ,, ,� i � �, , L -) 1 ,8 1, (h � / , --- 4-- ____ If , � � , , 1, -,% I - - ,
I I I � I � I � ) �
I � I �i I'll, ,
- � � I ) � !1U -- � ---- ---- � i - / V' il , 0 , , I - "i .� ,, ,
I I - 11 � 1\ , " , 1- . ------ _. ,� Ill I , �- I -01 - � I I 1 1 III i I _ , , -, t j " ,'I I � 1-� I � ", /1"( I i I" /I f 1 1 \ 1\ ,-\- __ � � ", \ -.1, ,� --
I I 1\ / / / ,` 7' 1 % , " i,-o,:r 71 1 1 1 1 1 70 1 � 1 1 Lr0T 6 9 , I , -; , , ( /
i i/ � / / �."i / .,_ I , , 'I I -1, - - -., - ___". -- - , -, 'ivi . - I 1, � I , - i3, 1 1 ; i I I ! i 1 1 1 -1- - � I LIMITS OF ;1 4 ., , " I ,%I '. " ,/
�� � I , __ - "I" I " � - �, � I �
i 9 / / 1. " f , _i_-._1___ 1- . �, - ., ,` ,` I \ I , ______ ___,._,)// - ____ - _____ I I � �,:i� 'i -- -, � 1 � 1, � , � / ' '" / I , 'i!f7,_Ai__. I ,,- i_ ", , �,:N� "
it I I \� - 1, ___ - 11 , 11 , / � i 11 ". I 1 I , � 1 , � I __ �, , 1-1 I � " I . "ZI STURBANCE = 25.73 AC. I , ( i i, , i I / ,,_`1 ,
i , , i , "
. I ,, , S, ------ _,______ _., 'I, �', I", 'I'l " " " \ �) i � t _ I � � . , �, % I I i ,- :,i .1 - , , , " ffli'll,
. ,I .- � - I I �_____ -, � I �, 1 / 9 � I ,i
I . . � , I - ",I 1, I I I _ __ - -� I I I I ` I / I I I ,/�! , ; \ ! , i !"!�, ,� I I ) ,,,,, _'-f, , -,_-Lr)T 6 -- '. �,,
, I, I � 1- I— I � f, .f' , , I I i, 1,�"
I I � � I -
- I I , I I i \ ,f�?,/ `V J_ 1 I
I, , \ __� - -, - . , � ,�, 1 , , , p ; U i �I \, I i _
� I .1 I f .- I- I --,,, -11 "'. ; ; , , I 11 / 1� '! / f'�-� I - ,
i i I, / , _--.1- . � ,.,-. " -1 , I r 1 11 .1-1 I - I— _1 � � I il, ;� ,I, 11 - � �, il
, / � __ I ; 1, - I I i I � ___ - ,
� i � __.- S_ - - __� - _1 \ 11 ,.i _- --- 'I! -1. I_, i 1 -, �', � 1
� , ,.,/ 1� _� (j ; _ 1 1 1 I_ . , I I
Z '1� , , -- �� � i , - "
I , .1, (I I ( I 1, � --- I -11, I—- -1 -11- _��, -'-'-' - 11 -+I - / _ _1 1, 1�, I,- /�__ �, 11 '-11-1 __ I— - __ � --- 1-1-1- - --- I 11 ! i 1� , - - ------ I I f I - - , 11 I I 1, _ " , _-J,/ , , � , - - ''I
I � w - _ _:"__- � ___ -1- __ I i,1 "I -1_1 _ I I -1 , \ i /`::_:"',�_i_-_j,_-_, ,�-;_- -,. , -11" , , , _ - - I ,
� � 11- - , -111- _�:, __� , , � .� . I - - ----- � -_ �,____ , _ ,_ � I I - I --- _ �. "! f if I j" i'- , __ . L 1 .... � 1 ,,,, / " 11 f ", "
i � .11i, III __ � - - -,-..- � ,� \ ,_ 1, I - 1 1 1� .11 f : " - , - - , � � / I . � . I i__ , -1 _.- ..- ____ -,�,11
; . -, � - 7_,� _", � I- -1 _ ; "'' i � � . 0,
I I : - , 1, 1, ,�, . - - ' --- 11 - - 1- - 1. �� \,(" " . , Ir I � � I "
� ---- --1 ... _-1-1- - - ____ - _ ,ill I--'- ,, � i"-,-.- I , - ", , � _ / - .-.---,-.,, i - �e` - __ I'd _,_K'1� 11 I -, , i � , . ill /I ,I, / _1� - ,� / � 11 I ,� I -1 __ . -,.' __, � , 11 I
- , , , I ---I- - .11.11 - - __ -1 L - I_ i __ I . ..... - _11- - - 11 , I � 1" f I i /VA I I \ " , - ... z il, /
I , Il, - , ----f), --l" 1� -_ 1, I - -111. � 1, - "-,- _ -- . I Y `,( � i", " 1 .-M ,
/ I/ *-I - � q�,'2 '_� "I - ... , '. i i/ ii- .... .. - --- ------- - ( I . I I---- ,-_ ",�__-J! f / "," �1
i / 4- - --, , _r, " , I - , - , , % ,: 711, _ . _� , 1 - , .". __ , 1- 1, r.,�,�, 1 /\ 1 1 - - - � V - __ - -1 i , - - 11 i ( , ; 1 \ I , , I , I - ,i/ I c,--,, K ifil � I " � " /1, " . !,& % I - �' - - ,,
i i i \ ( ,", - � .- - I - 1- I I.. , - � I _ -1 11 11 I _ ------ ----- � I . I _ _ :i in " , � I i , - , " " -, . I - � . I-— _ , . -
- "I __ � - .. - --- i, i%, , ', 11, � ___ - ------:' __ , __` I l, , 1-1 - I - - I � , _ I I I 11 'I _ - I 11 N; / I T " 1, � , " (I 1�') I f V, " 1 1 1 " I / I .1, i - __ ", - ,
I
11 . , �� il , -, -- _ - � _ 11 �1` , __ - _ 11, --- I - __ I - _f. +, , ! 11, - I � : ; ,;- i 'i -_ I I I , I f,' - 11 -i- , , �� - - F"; ,,, I/ / �1 I `�11, -
� � , . �i/ , / I I , __', -1 , I "'. -11 , . , , . --- � __ - I- -1111 _ 4� I _-, �, i . , - . __ ... I - - -11 , _-, �,',j ��\j - - - . . . . ....... i__, , __j � , , -.1 z 0-
j I / I I 1\ 1,`v5�ci, (� I ___ "" , _11- - 1- � , 1". 11 � - � ,--- --- -_ - I � " -_ ,I, - r i z'-af) _ 11 1, � , , I, I" I - ,
� I " __ ____1_11 __1 _ . - - - � , I ,� -,i�-, - - --- - � --- _ - _ IiIlfl�, �, __ i I _ - _.- , f . 11 - 1. 1� -, ---<:�� -_, ,5 I I 1,; 1, ,i ., , - L,L � �, - 0
1 ___ 7" . I, - - __ I—— - � - I "', __ I i f I—- -1 I - , , , 1.11-1 __ _� i _ I I � ; � , , i � I� . � �'_ -_ " I....� I � / if, ,,, / , V ,�, ! \ - - - - --I-- -
_-1 , ` - � '", , - , -�- 1 \-,i�_ ----" -�_ _ --?" , , I - � -
- , - . - __ I , - ,��_� � , 11. I,- tfj �_� 1-- .-- ,( 'i, ,, uu,� ,, 4 - i,- " "! , - �
- 4, , " ' ____2i\ __ - --1�,______ ___', , , _ I .. . 1 1 i " -- ", -, ,� �, -Vt -1.1 I . . , I ii �, 3 1- ___ 1 / _', % - , I //
// I ,,,, I ,,, I / __ \ L - , -, -11, __ - _ -11 _-.11 __ ___ , - .- " � , I I-, I "' I I " ! 1 1-11" -_ I , "� ,i - - /" " � ,
� � ill \/ oi�/ u / ,Z I P, _111 - ... - ,_ - __111 -"-�_, - -_ , _ � I / ___ ... i., - �� ,,, " - ��,� ....... . � - _ '\ N, I - - _�� , �_� _� 11x1 1, II, 11 L
- � 1-1 _111- .... - - " I . __ I - - �� 1 "", i �
, . I _ 11 , -1 -, , z �
" , I � �. , -11 - ... I -1 1_ - _. j, I, \ � I 11 d ,� � . I - , , , - .A- I., I ,,, _.- ,,, ) ", ,�, !�,' , -1 I " / I , -_ - ." ,I
____ � . - � I 11 , - �- , , - 7i, r , , I zr�'� �� _ I
I I � . - , I �, -.1. f - . __ of I � 1-11 , I � , / '% 1� � �� I - - I u
/ , , / , /y / _ -- - ------ - - ... - ___ I '.. - I 11 � . , ;�� - . ... - -, , --11. - ", I , i - �
- . r__ v , -
I I � I I , _11 1-11-1-1.1 I , 111. " , I 1 �>4, If --.� ..-.I---- __ i - �s . &__ - - - -
I / � I . . I _ "" I " "I _, I ,� - -- -0, - i " - \4 ____,�11 __�� , , - I -IF � - _� , ,,,, k, l , "I " / � 1 11, 11 U)
I i, . . _ - , 1, - - , I I I I , . - " I 1-- -i .,� I 11 , , "I , e j -
�� 1, �, I . 11 , I , I I __ -, . , - ) - A - I 1� - I il I ,_ , - . - P7 � 11 , ;, i , � I _ - � " - _ , _�� � � � '/, I, � / / 1 7 \ \ - . - - 'I., Ii, I 0�
,-, - ""I"I � I i I � I I � -11. � .1
I il , ( 11- - _--_1____, - ....... I I I 1-1 - - __111 - , , , - - , , - I'----- ------ x I " 1-1 - ____ , I , I i i _T - '�`; " ', _-_ _:7>,_�, � _', , 1 - i j �' / I / 1"
, . _-_1_11 I - , , � , I , "
, " 1. . - ii � \ ..1"
, , I z, .. \ ___ i�__
I .. - " ", _ " � � IN I , I, , " , � ] 1/1 , j I I i I I , ", "I, - < - , ' � I , -_ __Ij j, 4! , �I, � .11, ,�_ � �,. I -
... - �, , __1 __� , �/) 1�1: � - -, , ,
/ / I I � I __ '_' 1. - ""I , " - - ", I I - , - -1, - I ,�, .. �� , �. I I i I I I I , 1- _1 " I I 1, \ , j , , ,,-, � " ,� , , I I,
,,
, I
13 , ,� , - � � . - , - ___ ____ - ,; , - ! , , , I , � � ... o(") , i / ",I � ,
, , , , ,
I � � ,, _______ __ - I �,, I , , - I
0, " ; , . " , __ --------) I � "I , <,�,- I /- - J - " , - 11 , " I ,\
I
/ , I I /I �, / I I " " - - - - , , i, I I I : Z�_� ... ", _� " z <�� -,, ; , , 1, � I - .\ �� " � I - � ,.. '_
-, I I I I - , / I I - "I p - - � I -1 I ' � ,__ , -1 , , 'I I,- __ ", � _ "I uj
-
11-1 `il,� , �_ , I . -1 I 1-1 � I— _ , ," � I , ,i, I � � - , , . "I - __ - --- - _ - i " , , , , �'. - I - NDARD EC -, _ % , _� --- :,--. -77 - ".___-I , . �� `- ,� - - , f.,il' II� , iii I " �, I \ ___
, ..", __ I � " � " � I , - . ,___�,Z"3 -1 . " I ", I 1 , I, "I . " I ;1� 11 .DOT STA - _ I - �t.- ,-f ... ...... .... ?�_ - - - :j - ,7777____.� ... ___ , .4 -, ,;>'i - - - " - , ! ,\' 11 I ---- '_ � I 0
N I _ __ , i 11. I I- , " 1_/ _1 , ,_ ,�I_s ,� .... �_ , - � - - 1 - � , -
.1 " _1 __1 � - __-1____ �, ,,,-- , e I I , , l" IPRAP W/ I � , �'_)__i § ___ - ____ _,�ii,_ __- - - _ , "" - I �
,
� � I , - - , -, , . CIL I - - - _�_ __--c i 111.1�1_1 -1-1 -
-, � -Z �. - , '' I /I I \ � ,
. - - _111 _
4/ . I ��, 11 � � I __ � i_______7_
//' / 11 /, � " , , __� �i I-— - 11� - " " I ------ I i- � " 1�1 -'-, - � l li'�I' - _-_�." __ __ ''.- _Z� __ _ - , � � . 'I , - il 11 1I i - � ... �,%,'
, , I . , - - - _ "I _-1 " " I - , - I _ , I I GEOTEXTIL , - I __1 _. i i "=-= , �,_.._= _J-1. -1 I - -A,�_ - ,- - - ,� � " , � I 11 - - _,", " / z
- _. - __ , _ I I- � -
/ I // I �I.� I - �, i, I, \_ I - - - _-1_ -, - - , - - ___ _1_____-__,_ - � � i 11, I I I - I I i I � - _1 , , 111 I I - ..--.-- ,, ii � \ - N � i, , I
, - � . ff
I I. ENT : -i.. - I ., .'\_ _ -
( � I � . I � � ,i,� -,' , , I � 1 , - - , ,� I
- ,
- -, - - I - � 11, 11 ___ - " I" , I 1, " , I- I ", "� I', UNDERLAYM I __ -I---- - --- ��__ ii_,_� I�_7Z ___ , --,, ---------- -- --l- -�- ------, _. 1- - " �! ,-' " , - , � , � " I I , , 0
1 , ,, I _ , -- - \ , , , Y � . - _:� - - /
11 i I , : : , ._ � - - - _ -_ _ � , I � - -, 11 ::i: -1 - -- I ,_ I, �
-0 i I / � - , - � Il'i \ I / 'j"I .
I �, - , , � --- - .- " ii-, -
, il - " \ _ 1, - 1-1., - __ ", - - ---i _4!:L � , ,�. _1 r��___:_.:� , i, i I I 1�
I . I I - . - - - , , , - , 111. -1 -___Z"",_7_ - - -- ____ _ , �7Z .
,, � - _ ... - _ � -'-'- - 11, ._ ,.I-- � , , 11 "I - , _,--`_-__7 �-1.1 ----- 11 �- � --- -_ ,4��, - - -- , I \,, �',
\ . I , � �, "'l , , I � it � . ......... .. _� - - _ , ,,:,, -"--- -� " - - I- - � J, I I'll- _'.1 ��
, " / � I',, � I -, I . I— - - 1, _I_ ---- -11_ \ '! ---.--z ... -7. ___. - - I - ___g� , "I Y , _�-%Z�,_ � 11 _ -
, I _11 -, . � _ - __7_,� 1 ----- - 7�__7771 - __!, . - , '' >
/ '. ., ,, ( I _ _-, _ -1 I __ . I I II _ - J` "'l- ____ — --- - ... I "I .1 , I., (L=29'; W=18% D=2.5') -11 I ��� 6, ", �__�_.
// � / 'I, """ _1_1 - , .1 _._ - - � , ,-. ______� __ i7- - 11 I - I I , .- 11 I 11 i , __ " - Y Y . � i'� V, 11 - � ....... ---,,-_,_-" 1 " --- . �. , ill - - -"- - -p<_ 11.�___�__ !___�� , 1, ,�
/ . , , I I 111-1 .-, , Ie __ , , I I - - _11 ,-. - ,;� - -, I - -- -11- ____ -
I I - - - --- I 11 \ - -- .- __ - - ___ : - 1 , I L - � -1 --- . 1- , , - - - � - -- _�� - Lu
1, I / I ��: I I ... __ --- - --- " 1 / '.1 , __ 1- 1. I -, --- - -I-- -_�, - - "I li, ,1i _-, - �i
1, I I I / ", I � / - I I I � . . I 1- - �, I� � - - - -1- - -,-, _11- - - -------- -1 ---- - , - __,_ - -_111 __.,.,, 1, -1 --- � --d- -1--, ,2�Z i� I I __ _ � - - - 1� --- f I -11-11 I
,� , . 11-1.1, __ ------- 1, ,- , - 11 - -11- " - c�
- -�, - - .- - -�___ � .. .... - , , , � ! �� I I - - ,� , , _
- �- �� ��viE, �_.__. ��/ _____ � , I ,
, - �� ...... �.,
" , . ", � " , - _ � , _11--1 ".., . .... . .._� ,,,I-, I I 11 __ ��"_�,,__ -- -,I-,,- � __ " P,
, . � /. I I . I I I � . ,� ... � _ _ 1 , , __ --- �_ ..... =� _ ���� �,:, - _-1--, __ ���N I 110__ I
- I , 1'�_ ,,� -- ----- ", � , - I �, --- - - --- --- %sl _-_,. __ 1-1--l- I-,--- - - - I __ - � -
/"�,/ , , z;>11 ' � " . I., 11 - ir , � � ,
I / ". �. / / . I � I - . . � � - , -, _ __ I" _ ".." ,__ ____ I " ___ 1, "I", 1, . , , i" i i i I i � I , - ------- , � - -
- ;, ,/ __ , ,_ � I / I - 11- __ - _A__;�,-�- -�, �,'_'&.L 1 ", 1
I-
I , , / I , . -, I '____�� . 1 ZN '11, , I -1- _,` ilIi -I.--- / '-, i� _111- __ I-- 1, - "I ,'. ___ - __ - � I I \ \- - . __ �, _-�: ---- - . - I , f 11 __ d�,�____ ___11 - --- " '' - I t, � - 11, "I - _____
/ / I-- � . . ,� . 1; �.,,_" ��_, - I - - , L - "i - __ � _____ ------- _� -------- , _Z , 1. "--, - 'e, � ... ! � i, - __ - , _ - I I I- " " " " I
� - ", � - � '. "I I - � - _ I ... 11 _ -
, , � . - ,: - ,�, -, I �11 ',�, , I -_ , - ___ _ , P-1- �� 11 , , "I
11, I - - _,- � -- �, , , 1 i; i f r -_:� __ -- _�o__ - - ,_ ": �!:--_ _,1 , , �__ - - I, ,� _:K.'� ------ -- -- / ,
. � � � � - ----- -_______ , , ___ 11 - ',1 - I � ,�_�-:, -�,:� 11 _l � " � WITH WPO2007-44 7��--__ : __ _ ............ ,--- - I ": ..,,�i� 1/ 'I I
/ -, -:_:_:/ " , - � -1 11-1-- _ - __ _ I __11 - 'I, , ��:, I _11': -, , � , / -11 I - � , - 11 . ___ -k I `11`� � - - - � . " ,
- ---
� 1 , . � ,� _11,� - _ , 11, 111- - - -, I.. - 'L - __ : -
/ I I i � .", � , � , . " , 1-1111- - _ - - - ,- _ ,
I // , � � / - � . � .__ ',,., I _ -�: 1��_ I - ", P, 1 __:�� - - _ '11- _ "I' i/ 'I-,,,, " --- --- 11- ", I- ___-, ___ , -, - - ___ I 1\ � _1 I - ', "', - I _ I 1 - �� . . ______ - ___ � . - ',- � --- __ --,--,, -,,-- �- - - - ,_ - �---- -,
I /l, / / . :�', - -1 � - -1 / I - I- _ I -, - "I - _ , -- - APPROVED - ,��:, _, _ - - ��) -,:��',-
, ,/ // ____. �'. � - � .. `- - , , " - I - -, - -, � , , , I - � ... � , , T YET INSTALLED - \ - i I �ii_f f ...... " __ - - , iI, � 11 " / 1, � - -- _�� I , __ " / - ., / ,
/ . _i� __ � I" . ,��, - _ il ' i�_ __ ._1_1 --- -, __ - -, . -- - ,� , - , I /I -_ � 1. _ _____ ''I , . 1_1 I --- ! __ I - , - ", - '. 1, � , ,"'11
,/" / . --i . . , I -1 -1 - / ". - - -, _ - , 1\' � 1 NO - -- - -:-�, - - , "�\"/ �
, I . , -,-- - - �� f '_1 �, �, _ I..", " \ - I __ - . , ;,_ I� ", , i� ---- , , 1 I,;,! j i - - 'I I" , Z;: ,_ ,
"
-, / v/ 1, 'Ii -11 ) . . . . . , .1 I 1�_, ) � i, , MUL)II-11:1.) IN tt1k; ) - ----- - I- _-1 - - -11 ""I I / ,:�,, - � I i I , �_i - _ ", � I
_ � ,-- - -
� , �
- -
I" i/ � // / . / . " _-L��;-�� _�� I . I 1"'� � "I'll'--.----.-.---,l---�-�,-,�,-�":, i; -1 �11 - , ___ I—_ __ - i, ; �, , � - - - _,� �, / , POND SHALL I I 1 i j R, � 1 j 1 ; � 4 , ___ -1 ,--,, ,,,�,�- 11 I � - - .... �,_!��,, I, ,
I �., \ 1 6 � I I � 1, " ;� 11 I., I I �1' , "" ", , -1 __ - 11 - I- . " 1, I , i \1 1, I—- - - - - ?--,( - _ -, " ____ _ , ,., , , ; , - -11I.- --l-- I - �,� 1, - ) �� _',If�'
/ f, I , - III , , , I ____1---_____ , ' � - . -1) .x ,.- -11, , 11 I __ I I ___. -_ - _ - I - -,- - � " 11 , _�
� - il - 11 I � ---- - � I I . � t j i I ------ -- _..��_.i . f - - __ 1, I , - jl , - _
I I \ - , �� , __ - � I " I j / � ir - �__ - m ,�
I" � I I I \, � /I -1 - 11 "i __ - - I'_ - 1, 1, ,� I ,,,�\, ___ __ .1 1. _ - I I, 1. __ li 'i -- . I I � I � 1, -,L I __ - ___� _'j� -, _�,li ,
I I - ,, � - � , . ,'>�.ziii /" ', .- I_ I, �� 1-1-1 __ 11 , � - �, _,____ -111 _ - - . I " .1. -----I-- I i i , , -- ;1 -- - ,,, 11 _`�__ ---
1, - , \ r 1 "(7, � I -- - I � , � , _
", 1p . - "" - I - -, --- , . , � ; ! ' , �61 , -- �, , .
1�1, i . I . I . 1, I � -il- _ I ---- 1_- - -i " - �, , , , - - --- __E- ,� � , ,
/ , ,� , y /11 / 1, , � , "�, " I � ,� �i , -, /�., -1- - � I - _ � -1. - ------ � �� :_1 �t_,F_ -r-LI-L; � I- - � , ." '.
I � / �/ I ii, �
�
i, , � ,- �,, " ,
, , . 1,� � ,� ,
// / � I /. . � .1 : 11-1 �_ , ... . I 11- _c' �, , -, � � I I � 11, '� , , ., ", , �\ -_ -
I ��, ,. -1 � , - I � 1. I— 1, I - .-I , _. ---1-1 -1 I _ - - �- - I if I - I � I -- - _ ,
- � I , � � , �,, - � , __ I - , __ � " , _ _ , ", , � - , I , � - , F __ I , 11� - I
_-, 1� � i � - .... 1, � ,�,, . \ , � , .., - _'�_
�
I . . , � I- _�,___ � ,:� , , �, . -1, i 'I'll , I I, - I -1- 1-11- '__ - I . � I / I . PROPOSED SAFETY -.,'--' _ ---- - -- -1-1 ) 1-, 1 I I � ..... .. J I 1. - .,: ",` )��` ", -,i--,- " "
I I . I '. I . / .11 - � I __', � , ,., . � I- 1, 1, - , -, , - - ' "'i, , I - 11 '. - - ''I , - 11, � , , - , _.- _____ - FENCE i I , 1;1 �1 �., 1) � I � -, k - � / / " �
/ I I II ��, , 1, ., `,, I I I I -------- \__ � -11 . , , , ,�. -, - -11 _ ", I', I 141 I ` `� // - _ "", ',,,� INSTALL SIGNS 'WA -11,; - __ - -,. 11 I !��Il ii -PROPOSED t , �
�/ I_ 1,
, - - I �, , " � , - �.,,�i,,i ,,, e, -11 - _ , __ , , I �111� -.1.1-111-1 -1
/// , � , - � , I " - - --- , ;;,_ � �
I/ . 1, " -, � 1, "I, ,, ____ _ I I ___ � I� ,� � � '�_,""', _111 - - - � %,,-L- 1, 'jil --- - _- --- � � 1i \, 11 1'�
, - , �
,
"
, - I., .-1____. I � - .1 ", �', / - I � � I . � --i--f"_ . - - _ " -,--. �__" --.1 - - ,f�ln, ,,`
I -_ � 1',,� . I-- _____ ,,,,-, - -l" � ,� " -, � I � I, 1� 1_" - , ", " "" , - " " 1� I - .1- 11 � Qfj�� - 1, ill � ��',�_ I / _`_". �'_�.:.t,_. �11_
I., , _ . 11. . ... .. � - I", - 14 -, � - , , " - Z) . 11 I I " - -
-ii,-I il ,-
, ,
li�', 11 � 1� - - , , __', )!�i�. - ', � � , ,,� `�,_ ,
I " ... . . . __ _ - , , 'I, ''I , " -_,� " -- - � ------ - I'll_ I � . � I -� ", \ � "/ " "I r; _---
f- �, "I /�/" I , � ", _i, - "11-l""""'..", I ',, I � "11-- . - I - .1- , .11 "'', , - I � - , , : � 11, � � , - - - -, ; I I 17--t- _1_1" ____'_F E�� jr_ ' " I 1, 1,1- ---- -- , , I -,
I/ / � - '_ _ -, , I I I "' � I 1� - � - - I - � I , �'.111 .1 � , , i - I .- - - - - � � I ,." - , 11.�,, � -1, 1, I \ I " , ,� I - _ __ I- +,, I niqrw czAmn ierrp _ . 1. " --
I . � - ��,_,_ ;, ) -,, , * _ - - 11 -i 1'� 11 I - -1 - I I � - -
�, / , , 1. - I , , ,
/�l / , , �k . , " , - - - � , I _-1-111-1 ', , " ( j i I i ��t��:�� . .I, ',
I 0 �
,
I I 1�, I // "'�� _ - - 1, . � 1, - - , , ", , "I , � _ - - " , - , 1, , i, I � ii,,� / - - - - 1� � - I i - - I P ,� - , ,
,
I � , -
. - 11 I \ 11 , - , - 1. � . I, -ur-VVAT U1VtKZ1IUN �M - 5-
/ ,// � -, � ., "', � I I I., -1 - I _ __ -, - , I- 11, 11�� - I", ", , � , �, ,- -- - � PROPOSED 2' HIGH GRAVEL RIGHI ri I , . -1 6 f '11,
, I /I , , I '' , -1 " , _� ., , � - _ -i _ I " � " , ", . �I � � 1. , '__ _ ____ __ - ________ _- INSTALLED AT 2% SLOPE ACROSS PARK RIDGE DRIVE AT BRAZOS ---' ------- ASE 11 1�1 Kx?A� ) 1� _ �,
, / , �, � 11 � I., � � I 1, , I , , � . � - 1- _ . I', - 4,_,� f 1 1 * - - _ I ,-.I'.-- __ -1 - .1 1,
, I ,,�, ," ,, / �_ .1 �_` �f: - �� �, ", ,,-,- � � _ _ - ", _ _11-1- I , I ". "I � , � � � 1� I �, `�_,I 11 I, "\ I'� , I_ - \ ,I�__ _'. - COURT. CALCULATIONS ARE PROVIDED FOR THE ROW DIVERSION, --- I 1, ,_ I ---,-, _�� __� -- - .111--_ 11, � _1 -_ 1� � \ ,� I , _ I I �
/ / __�\ " I � . / �/ � 7 / _*1 I - . - I �,_, - I " ", � _ ____ ___ ,-, " - - ` , -_1 � IL)-- - ------- - - ',,i� , '_ � � " I , , , , , I 1'� I I I , 1� I., , 11 11 "I 1, 1� 1, __ - .. . .... WHICH PROVE THAT 1.08' FREEBOARD IS MAINTAINED ON THE __ :.1_1 1_ _ i". I I i - � __ 1- I - I .-" �, � , I 11, -i "" ,� ��, , 11 1- "' I �� ,
\ / , , I I/ . 11 z `<_<"111/ e , �: - ,� � - - _ I'll - - - � -1 , � , , I � . , , j j ! i SUMP 7M E "I,% - .11,
� , _ , -1 � , I , , , , - -- , - , I �_ .
I . - -_1 �� � I ", I __ -1, - , --- I-- __ __ _ - __ -I- - - , _1 _i -l-, , - _ ___ , ". , , 1�1 I I- , " , ___ ____ ___ , �� 11 I lill , � - - - _:_ ,__ --,-- --,- I'l , \ , I" I, %, I __/ __ ',,7, - -1-1 i�
"I - I I . _ "I - -_ - - . , I , _ , DIVERSION IN THE 10 -YEAR STORM. PROPOSED SEDIMENT TRAP 2 '��i I 1 � - - .'', I `+, , , / - ,�� ��, -
I 11 i � ---- - � - I _ - - -, 11 ��, 11 . I.; -_,-,,-,1.,, _._,D.A.o.64AC ,� 11 '' ,- � _11 ,
- I I - I , I
I I i i 1 4i Z ,,_-- �. -11.11, I- ... 11-1-1 1-1 ------ --- . 11� I 1, I" I I - I - - - - -1-1 -11 _1 __ _11- _____, -, I - I.- "I., I " � I I I "'I"'. PROPOSED TREE PROTECTION I - _-- - -1 _�:��'� - -_ ____ ___ I , � , - ,,�,�,11 � � I - , 1. � I , � 1, ui " ��\ -7.11 "I I I i j
, I \ 1 " - ,- � , I , , -, - "I - I - . 1, 11 ��
i \ , - - I , , .- , 1, - ' . I, I , � , I ,- -
1 n I I � -, "I I 1, - � --- � - I ... - _ ____ __ 11 I— -- . - " FENCING (TYP.) ------- - SHALL REMAIN IN PLACE IN ESC PLAN PHASE 11 TO PROVIDE . k:,` ; _-�_ � _ -, i., - - I-_ _,� 1, 1, � � . \ , I , 1� 1��\ I . /
11 I I � I /1, " � , _ - __. .'' 11 I I I\ . \% 'i __.- 1'.I� __ - _ _ I 11-1 " - ""11- 'i-111- - ,-. - _ __ � �-1- _ "I I-' - '111- , , I ,, -, I. D RELIEF OF BYPASS FLOW FROM STORM - ,, I __ � 11 --- -11 -_ - -11 1, 1, . - , 1, " � ". I , " ,-�
i , __ 1, I I ., - - I -1 __ - -9 -� , - I , . _ _ , I ____ , - _� 1� � , I, ,��'. 11 I
p i - - 1, 1, " _ - - , - _ �, -1 , __' I � � - - - , `�_- I/
11 ., - 11 I - - , - - I � ", --- - � , I I" , I , � -, .... � __ -- �CW=0-75 - " , -,�-, ,� , .1 1,
I - il, _ _ - � ... � - , .
" , .- � " � .0 � "
� � i , / /` I/ - __ - .__ 11 .... - -1 ..... � '. 11. - __ - - , , , - - __11 - - - I - I _ __ 1__ k, , , I 1, I ,_ 1. I " , _o 11 , " � __-11._, -1 STRUCTURE 38, INLET PROTECT10N SHALL BE INSPECTED AFTER -, \ _z - - I �_,�. - 1- .. __:z11_ - . � - - ." 11 \ " 1". �� , ,- -i ����, � �, � . \1 � -
� � I ," - -.1, " , .1 - _1 , - , I
j I I / ,�l - �. I., I - _ - - " - - - I - 1, � 1, I - , , � - _11 - , �� - " ,_ - ,, _; I
I ,I , I � - I ,
/ ,/ , _ I - - , , -1-.1.1- _ � "I I � . I I , I 1-1 - - 1, . - - 1-1. - , � I -, - Q I �
I � � ,/ , - -, _ \ I , , - �- - - " - I - 1, - " , I - - �, -1 "I ".. -11 --- "I EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED, 1, 11,[ � , I I �:\ �, �\ , , - j � I i -
! ; j " " . i1i "I - I , I � 11 \ I , -,- - "" __ ,i -I __ 11-1111- - -1- - - `,�2 , I I", � , . , ''I , i" , �,, I - _ -, --- IF THE STONE FILTER BECOMES CLOGGED Wlli SEDIMENT SO THAT -_ 1, 1, _ - , _", - _ 11", I " -, I, , - I ., I �� , -1 11!:�Y 1, I I I /
f , I , 11 ___ -11 -1� I .11.111--, i - "� - , � ... _ -, _` _ 1- ___ `, ""I" , __ __ � I , 17 -�C, __-, ..-,.,.-Tc=5 min. '.11�1 �' 1, .� ��,"��,, I I .,f� - �_ . \ ., �/ V)
� I -1 ," � _,_ � _ ----- 11-1 1� 1, \ 1. __ --, 1�, 1. - -1, ,_ " " - -I,,-,,- _ I I � ___ - 'I- , "'_ �.�. I i� _-_11 ___ - _ -1 -------- I—, _11-1- � - I __ - 1, !" 1, �, .\' � I "i� il,N, -1 z", 6'� . I , � /ll , Lu
I I ", , I - � I , I , - - , � I I - 1, - --' I --' �, � -1-1---, - - � , I I - - 44 1, I 1. I � ��,Vl � � I ,� - I \ Ill' ,4 1 ."
i f . I ,� I - - -, .- 1, I 1, � I , - 11 ,_ " , I __ __1 __1 - , , - , - , I, .� , - �4,, . � - ----- � ---- - -- __ IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONE '-, I _ --1.1-- - - __ 11 - \x"', ., , - - � ,�, �� ,� - - I
I - - � . , -_
- I - , / I i , .. � ,� " - - - "' � , � - - -1 � ., 1i: ,., - - ; 11 ", i .
I ; I 1. iz, i, / i ', ',. - - -11 _ I ", I 11, " 1, ,-1 I - ", - ----- - , -- - - - , , -, , "I 11, , ,.�_ "', - - I - __ � ----- ---- - - I" � - , ' -1-1- I I—- I'll ,;,,� - � I I , I ��', \ , �% "j, -, " , \ "I I
I i i I I" - � __ I - __ _ -1, I I - _ �'. "I I , - - ". - __ - , - \ .,�, �, 1, I � �, 1, 1�i MUST BE PULLED AWAY AND CLEANED AND/OR REPLACED. - - - I - , , 1, , " I �1, , ,, �, r� C .�', "" , , i� z !�
I ;1 I / " i �, ___ __ - I_- - I 1,; % � -1 1�, �', I I " -, - - . � -1 _____ -1, ____ -1-1-1, _ , , ,:� I ,�, , __�, �_ _,�_ �____ I - - - , . \ �. "."'," � I,, , 1� f") , - " \ 1, ,- '' /'I, I
i - - � I, I "I I - - - I ___ - - - - ? I � 1, ,
, 1, V, 1�1, ,, ,�
o I' I -1 I, 1� ". I , . , , I - __ __.... - 11 - _ I --- . � , �\ " 1� , � 1, 1, I ,,, , , " il, 1, I - I/I 0
1 1 I/ ", il� _/ "', _ ---- � I—— - __ - __ , I" 11 � "',` �` �', _111 � "_ ___ _ , - I - - - I- - ,. - ", "!�,�, - -1 I- I- 1-1 -, - - /_ - � I I " i \, .� � I, I . M �
: 11 , . _. " " � -- , -1 , I � I I
. I / 1.2 ,/ ,," - I- % �� ." I I , - --- � - 11 , CONTRACTOR SHALL FLUSH OUT THE STORM SEWER DOWNSTREAM - I I " _1
I ! 1 - - -1 w, � .. I ,0 " , - - _� __- - . 11, 1, ,,, ,,,, _11, - , __ -11- _1__.____- �� - .... - �, 1, I % .i � 11 I I I 11 o I , - -
'
, , - 11 , - , - , , - - , I
-
;/1 / � . � 11 I, _0 I 1, I _ _11_ : ,I'. , - �,%, I I I . I '.1 � � , , "I . � __, 11 ___ - __ __ - ", - 11 I 11 I I il __ __--f- FROM THE PROPOSED ROW DIVERSION AFTER SITE IS STABLIZED. .1 - - - - � __ 1- 11 1�, \�% 11 , ", � , 1, " \ , � "Ill I, I., I � 1\ -1, " �', � � � I I 1 --.1-1- , iI1
: I f I , 1/ " I � - \ 1, I � 11, 'I, ,_ I 1, " "I 'ei I -, 'I ( f"IF 1 �i d -_-, _. --- -_ -- - �,, I. \ , I, 1, \ , , % i . �
, , , � __ - . I - - - , I I - � , I I , ,
,I ii- - 1 , " ,c, -, ___ , , - _ , \ 1. ",, � %.1"' ,___ "i" �,_ , - � - - '1-1-1-- I- I", "", 11 "P -� t j__�,.A_L ___ - I _ � - I — I - , \ � � 5p 1', 1� \I,- ". - , , I 1 1 .
, 1 , � ,
,� , � ��, _ .- _ � ___ - -_ -_
4 I � , ,_ � , _ ___�� - J, �j I I I \ i � I I I ,
j i I I, i, ___ - I , \ I �, � " 'I'll ,- I - , _1_�! - I 1, � �
I - � 1% I � , , I
I I / I, 11 I _ - -1- - ', I I � � " , I E -11" I., -- �', 11 " I - " ", �- � ", . -1- _ - - 1'JjF_-f__C_Q ----- -- - - - ... __ _-1 , - - - -, - -- ----- - ., .�:;�� 1, _ I/ , \1 , � \ I I I , ', I I. � '. ', , , \1 I -,, � / .1 ," ." I , _ - " M
i 11 I ___ � � ....... . " , I i I , - , - _ , _ - " 1, � '. , � ,- ,- I � . % I 11 11 . I , I � � � I � - , 1
I , , - 1 , ,11 - -_ - I I i ,
I , . � -11 I - - I - ... - - I -1 1, I I- , / ,_ " . \ , �, 1, 11 i 1 ,4 - ", ,, �, - � I I I I I
! , , I � , \ , i � " ,
; : , - 1, , ,I, �, . I "I, _ - ')')' , -1 I r� �__ -, � , -1:'11 I 11 (A
I � , � , - -11 � � ! .11 .- I �� 1,,� -1 , ` . _1 , _ 1. j I , - I I 1, f 11 � I - , t � 11 I, . : , 1.
� - I Ill i I I L � i I "
f i /I I �, " . I 11 I , 11, \ I 11'_., /,�, 'i, , _.- , _11 - -111— ,- __ --- - -1 ," -1--l- -- '_'_1 - � - , -S\__ - - _71- - e- 5� 1 1 � 4� � - I . I 11� � / I - , I I / i , I /`."
I � i I/ / Ill /, ,l/ // , I, _, - " 11 11 � �, ,I, __ I , I I ,"� ,_ __ _111 I , _11 � 11 � __ _ --,-,----- - _. _1 SEDIMENT TRAP 1. 174 -.1--, -_11-1 �:_ _,i_f�' � 4-- _�,_ __1 , � I I , 1. , , I ,�
� � � I r - , I - I - - I I i � � I � \ t 5 i j/ ,/I Ii
I I � I I
i i , . " I-— % I ii � \ � -I, �, i/ I _� "I -11 -.1 i) __ 11 - , - I , - 11 I � I � I i I I I" "/ ,,, �'. I', l,'
� / �,' I - I I I - I I" , - - __ 1- __ _11- V \ \ - I I � I I � % I i I - .
. "-, / / __ - - - _ �'. I 1- - "' ,- /I ,I. 11"i, - "� _ --.11 -1 1__f� '-' - -_"-,__ - - , I ..... , �_, - 1�� - � , 1-11- i � I I ,\ I / I � � 1 11�, ,,,
I . " -11 - i 1, 11 i ,., , - ., I ... __ . , '1147 4 1 1 : � . � i /I , i,'Il
� , i � 1i I � 1, i I � I I ,
� 11 .1 "" I I - - - __ _ - 1 --- ---- , , - -�,�q- I I % I 1 ;
�
� i , / /l .11 " � -- - , I � SILT FEN9 - , �',� - - I - - - PHASE 11 I - _ - ___��__ . , � \ � i I / 1 IIIIIIIIIIIIIIIIIII
1 � I / / -11 - , i 1-1 FpRoPOSED 11 ,, ,_ - I-— - �" � I - � I , ,� 1, i if � � f k � . k I � r / /I I '/ " /
r I - '' I I - - I I � - , plt� -, " � 7 ,
� , , -1 , � I - : % M i,f , " ii,
; ; I - I . 1. � 11 � \ i \ -, � I—- (TYP.) 1. " �, I _1 �11 I - -, 1-1 I- - -1 A - _ .... .. - - 11 , -, ;1 : I : ; � I I \ I � I ; ; 2 , I / 1// / j I , , / " . /
.1 i I , " I 11 , , "
I I , I ______ ____ I" _ I �; � I " ,' I . . ,
I : / �, � l _ - , ,if , " I ____� I I i i I / I �
� I I / I , . � �� % ___ 2 , ,- , I _1
11
, � � "I 'I - -, I - , 1, - , ,�, � , ! , � "',__ , ", - - __ ----_ ___ - , , _ 11 ��� � - .� I 11 � ; , � \ /� ", � i I � I . '�� I � "" " ,/ I >
,, / ,-, I` I 1/1 �i,l - 1, 1-1, - I � � " " .'111 �". Il, _ � " , D.A. 2.12AC -, --.I-.-,- � \ 62.Q 1 1 � , � I ! � I " I / _ ,��, " "", / I /
", ,� i','� "I - I f I i % _11. _ 1, l I /," �Iir ", __. ." 1- "I, _ --,-' 1. � � _.. I � 11 i I f . t � I / /
I -1 , I I
, - - i i , � , - � , ) I �,,�, 1,, Q I e I , I , , /�/
�. : I I 1-11 " . _11, % ; t I I I I I I ,. " ", 11 " _11 - . . 1� 1- - , I 1 '61 � , I . � 4 1 ; 1, , if I'll I / " / I, , " I,, I ,
I " . i . � I � I " / .1i/ , r _� , , - , . � � I ; I i I - i " i, I. / " iI uj
i � if , ,� " I - . i I I _ ,� ,- , , - ,,, _, - - _ - . _ � , , ;, / / i i . I I , [" /
I , �� _', ", " �. - x I ; " - . _.." � - �, il I " I, I _1. - 1 " _ 1-1, -- 0 30 1, I � , / . i / i � � i I I " , ,
. �, -1 � � / �, __ �� ; -, � . -, I , , I . . I "i /
I I � I � I I I - I " - __ I . , I,- - 1, I %" _ � j / 3 ; I / I , ,� , ,
I I
, - I i - 11� \ _11 " f ei . I , i I I " / ,- i7i I ilt, I / " , ,/, z
, ) ... I 1 " " � ,� - , 1 -,CW=0-3S , - ., y / I � 1 I I i I I I if J� // /
__� , ", �,
I ----.,.I ... J6 ........ ..... . - - "�� 11 - I ; - " � 1, , � - "I 1. - I � - . � , , 1 i ; i ! � �
... 11 ... ��, � , � _ 1, I 1. ", , � , � I � , " " I , I I , 'i i I l I .
� .
, � (_ -, 11, � I ; I I � �, - - , e , , 111111XIIIII
� " I i I � I I, , - 11 1. -- I . , . � ; � . , I . i , 0
... �_,47� / �7'1 - �/_ __ __,� - , , I i ; - , 1� � 11 �', ,, ", ,� � 11 � - � --," � --- -i", �'.Ii` - _1 , _._ .-.,-., �. 11 � i, - �&_, � , , I I , . I � / Aw l 'i, , I 1 1 1 v � i i / . , , , , I ", / I , V)
� I 'Ill 11 _ - - - 11 - I I � i i f / __11 1111- - ,_ � /� / I ." - 1� -1 ___ ------ I ---- ------ - � Tc=18 m in. .4 I 1. I I IiI, % " 11 i I 1 i i : i !, ;, / � � I / / / "I , I (j) F-
" ------- ei_L��,_ ",_�'A I �, 1, , , - ". I - - � � - � " ;
, I , � � . .1 I , 11 " l " 11, -, �, � _ . " , ,- � , _w , I \ 1 1
" , I _,�, f � _ -1. - I ,�� I . I .
/ 11 ___ __ -, __ � ,_, �_� " I , I� -, _1 _ "I I I ) 1, I � I � � , f I I "', "/ ,,� i, ,i , ", / '.1 �
_ _1 ,_! - , _ I - "I _" I I I . % t I \ rl\ t, I .1 ",I / , I I I
I . _ _11 - I;, — I - __ I I, I / I � I , , I ," I I _. I f I i � ,
, , ''I', J_" I- � I - I I .1 - , � �11, � I ; 11 , Lu
, ___ 1 , ,,, ,� ,� - ", � - __ , --' I " i " 11 I "I, \ i i I I I ,,,, �/ I j �
. 11 I -------- _ _ � . .1 �, - �, '. " I - �, i I I 11 i "', , � ; I I � 1. " i. / , , 1, 2: r
iI I-— _ --11, . -, , " il - I 11 1� I , � , I j \ , 1 � 1 2 � / i j , I
1: , 11 I'll 1 I ------- ---- ", 1- ... .. �-, - i� 1, " . - "I" - " - �, _ _� �,�, t 11 i ��_ ,I-- � 1� %, � \ I " �1 1i ,� e ! i , I ", t , ", i, i
� 0 � " .- _,,-- t_.;____ 11 I � , I 1, i __ I i . I . 11 I I i i " � 11 I � , . � / ca
- I - �, i i � ; II ".3; � "+, I I / il I , ,/ / I I . /I " Z)
: \ _ � � 11 % f , f '/ / /
, , ; ''
, ,� /l , , I a - ___ - ,x - I i - I -1- , - , " ,��,, ;,/ , � / , L0
- , , � I - 6
, ,�� , /, I/ I ---- = 1-1, I " -,, 1, I _ - _ - -\%_A_� k , ' I ,_ __ � I I / , , � I , ., , 1 57
t r r . _11-- -1 -_ _ - � _1_ ,.� �� -1 " 11 -, i- , - -11 I ! 1: i � \ , I I" \ I ,� / I I 11 I " - / ,/ ji I 11 1 , I _-, I , e I i / / " .1 , ` I I 0 F_
I, I I � I - � i ,/ ,I � I, V)
, I "" ,,, 'I,- ft , - "'o, �,- ,� -_-__-�_-,-v--,- z, ,� -1 I I i I 1, f � I ; - ." I I il I � I \,, �i 1 , -_ - j ' " ' ,,_j 2!
,� , I "I _ _ _ -_ __ ___xi.�� _ - I I, `-_1 -___.1___ _ - 4r I I ." I
" 1 / I", v I I 1. , I I - � - - , _ I -1- - 11 i � I., I I I" 11 � I\ � ; / I /, -, � ; , r I I I, `i I __ I " I ; ,,,, I ,� I
I , , I / , � , I , ,
- ; I I �
" 11 ; -i-111 f , f , .0__-� "I � , il", , IT j I i 1, '. I I- I , z .c� < Lu
, , , , 11 - I- - -11 --- -T-.--11, - Lj_ - I I I . � , , I / Ili / I I _; . ... -� '. " 'i I I un 2:
, I � .11- ' -, " v T,'i �,�'0'1,` ir-,"i -/ z
I il . � 1 - I- _11- ... 11 , - ------'x , - 1, I -, I --- - - - - - � _-A_,,_"'��� - -1 �CK I .1 I ., ,"� I i/, �;z �, ., ,.,),'
- 'i . , / , __ .... � f__ � /\ I i .11 � -1 i _ - - _7 N ,W6ft,,;� - / 1 " "
� � I - I __,_ ___ F, - -1 -- " , I - -- , � . I i . I I , / 1// ,I I, I i o
, I , , , I" _ / " � , I
I
, � ,0 � �. � I i ,,,, � ilik, , ,� � "I" '_1\ Y3., f_;� -_ I - - __ � x - __ - - - - - __ - i _ , - I f I I I , " I I � - ; I , ,- , ,- , h- I 11 .
1, �11 �, -, I- . 11.11 "i , I I - —, - ------ -- -- ---- - _ ... , � � I � \ , \ \ Ps I � � / I 0 � , _! � __ I . , ",� , -, "
I
-1, - I I I - . �i ! - , I � i � \ � ,\ � � \I , -1 1 I /-- � : , j/ i � ! i i i / I / f f _ -
1, I I i I , -- 1, ' - - aft*m I I , d " I , , ,
; 9 I -1-1 _ I , 11 i , la7,� , I �
-11 .. _ I - �- � I ------- I - ----- ---. -- I i �11 / "I " I I � I 1 1 /� �
, ! ; 1, , I , - , -- -- - ---- - /\ -_ ,---" ______ - 11 --------I- , -- ! - _ __ f )----I- � � I 11 I , � I , I ,,, , � < 0
- i i I � I f �� --- -- -- -T - , � : _�_-_:�:�:__, �� , __ � - _____ _____ __ i- - � , I 4 1), E� , ,,, i,, , � , q 11 I:)
11 __ i �i- � - _ _11-1--, __ '-Y--- - -- 7:��� - -i, ___ I ,.q, \ � 11 I, , \.,�,' � / I "i I i � 11 ; I I � I " 1 1 � - I . I " ; ,�
... _11. A --- -_ I 111. � I � � I I I / ,/
� ','�,__ ---' I �A , _,)�� - �____ ��,_____�___�, - - _(", � -, .. , . < 0-6 U
, I- � ', , , f4 ,
I\ ,K' - 4.�,; -.1 , ,�_ , - - � , , -77 , -- � _X:� ---,----- -1_______1_1I__ - __' ,__,____ __ -4- , _� \ _� �S�,, ,
_-, __�/ <--I �_! _ "I_ ,� � I �� X/ I
, - , ," ��__� �, ... k- __ I "I , - I '� i 11 ; j � � ; I � 1 /i , -, I D 9,7
1 , ; :_ - -, - �j 1-1-1- _ , __ � - �!_,, - -,:� __ - � ___x \ il - �, ff " " I I L
, __ - , - - ' , �
, , , � - .�j�,/ .
,
� 1 1 -_ - _ - -- '-'/\ -7__7--X-- ' --- -_ - '---' _' , __'i f I " i N I ; I i , I
0 . I � - I- � 1_: I , 1) --- -, - - _7�:� .. - L t \ I ir I 11 ;t I z / ; 11 / f, / ',l/'� " /. _ , , , T cy- 0 �2 �:
� I . I I I _ I ---------- M_ --..- I I 11 _� -11 --- � \ t� .. I � I = , � 110 -1. I I I % � I / 1 i '.1 , "
I- , i I I 11 I , -11, L_ _____'� - - - - I - � I , _61- I \ � � . � , , , , u ce
I ___ . f �: __ I -_ -11- " I I ,,- " � j ,, M " � \ I i \ � —1 I \ � ','if ,,, , " , Y I I I
I " I , ; � " i/"/,/, __ �� - I ----- - I "I - 1- _ I - - � - - -.-,� , , , _k__ ./ I � I -_ I � 0 , 1 � � ! � ; I / "" / , 1, ; ,r p
1 � ,e �__ - - __�, I
I
/ I � _11-1--- _ - I � -, , , 1� r� I / I � , j, / , , . , � i I
- ; � s � - � 1 d � \ j I "
I , � - , I - --jf ',�� - , -- -- ,------ I-,- I I � t I y I L , � , I �,,, , ,,, , I
� � 11 ; ��__S� I I-
- , ; 11 I
__ f I !, ,',f " , _r __ _ _ - , ____ _ - - T I I __ 2 __-,-,-;1-- : /' � so ; il s , t � � � � � , . ir, I
- � I � 11 I I , ,
I I / I , ,
; . I ---- � ___ �,_� 1'1--_ ____ "��,� 3 i I ! I I I I ; L, f I ( i/ i 1;
1 __ . 11 . _'�, 1, I I 1 ; "i " ; // �
i i i f! , - - __ ___ - " 11 � I 1i 0 - 40� i ! I I '. " f i � I I ; ,! i , / / I
� � I sp, , ".
1. ; i � 1� . _� 1-1-1-1.. 1.11 , " - _/�` I I I - , � \ , in L � / �1� I \ ., �i � 1 � , "
i � I -I , - ,--i, � _ -1 , I �� � 1, I 1, - ! -- � �; / I � � . � I / " , / I
� i - 11 - _-, i , � I I — = i i M : , / / I / ,I I i i , I I �
, I I 1� .
� I i , � - 11__ .-I.1.11- ____11. ___ __1 I . � ,� I. -iii-- f —�, I ,\ i[__ _T/ / / _77- 10 - ' � ; I I I i, " " / u
.
i f - T _:,�,::_ - , - � -1-1 ou " _._�� I � WA I ,� I, ! I ; ,� " " I /" / /1�
i_ � - ___.. 1.1, � . ; A ,� v , .11 _� ,�! t. I �, .1 � i
� "_L� 1.11 - 1. -11 \.- I'- I ! � , � I I / ; ,� 'i .11 I , i� / 1 1 1 1 1 " i ; � Z U)
�
--if�.- - - ,� i , " I I 1\1 � I I � , , j, / .� , 7
---- __ , ___ __ ___ 77 ____ lr���� , . , , -i" � 11 � I I �, / I / / � , I ,
i� v:: .__ ,_,�_ - -
I " f6 1 i ! I 10, �� A- __ _... __J ...- - __,'l__�_L - - " 11 __ __ I- ".�� , , ) 41, ---i I 11 , . 1'';
� - , ,
, � f ii r. ... _,i_ -, __ Z�,�,_ _j'_'_' -1--, - -1_1 - - - - �, � , - _ " .- \ i - I I I I ; ", I
- - - -11 - , I � , I I i
&�� r�i - �& . � - . I __1 _ - - _ ; -,-',-, I; ,,-,;',,, 1, I . I I I
� . � � �, : , � I I I I - I 9 � I � I � 1 1 i;;i / i "I "I I / , A ! � " J I � = Z LU
, � I - I I 11 1, \, -\ 1 ,/ 1 f � � I :
I - .... ,..� I ; ---I_ - _ , " � I ', - \ , ,.? n--e�_`_ -. -"i, .,-_ � _,, ! : I / � ! � f�, �1 ; / �
1, I � I , � Id . - .. . -, , �_ I I " '��"' " � �, ", - �
T ---- I M , . � , I , -.11-11-1 , I I , 1, - , - - - ! � ." " &� c�
i I I If' I t .-i __.... I I I I -1 - � I � i � " "I _-, __1. "__I/\1, ',/\, 1 � ! , I , 0 < ?�
j , 11 , . �,;�`4,,� ', - � / :
1, / i i - "" � I - __ 1, , ,� I � - ), 4 1 11 ., ., r'_- ,,j f�--_-. -_,7i� �:i: -, -� --,', :: ;' /1 \ /I ,� ,
; i � - F. , -I-,---- i ___i �� � 1, , , ,;--.,/ I __ ,__,� ,,t_ . _� -- � , I � �
\' I ,,� --- ; i 1; f i .-. , M � .�, " ,�j .1 11_� - - I \ ' , I / I /1' 1 / � _. , ,:1 -1, i.� " _�, - , ..i � \ / . � � ) I � i \ �� � ; i -
I i � 11 I __ � I � , -,. 1, ' _"' ' "' __ - I I \ - - _, , - I f I I A � I � 'i 1 i � I
L . ,� L, - .-.,- I . �,,,: - I �� I I , 1; � , I
" - ... -.1 � 11
, _ __ , �/ --1- - � I i i I 1. � , __ � �\ i I- I / � I .� � i / I ! 1, i . . I I e . i f ( � I i LLJ
L -L-_ ______ ! ! ,I ! i � I , , i I I - I I I I � , ; ; � , I - ) � � ___", ! �, i�,_i'vl -1, A, -- F � / if ii � , � , , u Lu
�,i I � I", 1, I i - - -3--�- I : I i i ". �,' , , � I I I 11 . � ; � � ; � I
I I f , � ,,�� I - . . I , ,` I 7i . ; . : f
. ! li, - � I., . __� � I \ __/ v" I I ji i ff i " , , I ; � ! ce �
p� z . -1-1-1-1 - 11 � i i i, i y , ��i-, � � , " f i I ! ; ! V)
i7 � . -1 -1, � � i � 1 � . � f
� - '[` 1, I I ----- . . , I � ", -, / i I I � � �
� I - � , I 11 I I- .. . � ". , ,,, I i i,!� i �; , i � I . Lu Lu �:;
_ I : ... a,_. V. .. � I i i ; I � � o i
-_ i I . A-_ I � / if i � , .
1-1-11-_ __ , I PROPOSED SILT FENCE I - i . - . � / , � I I \ I i i � I i I � �i � )
� � : i . (Typ I M t I i - ;/ " �, I ! i K� __ - 11. . . � .1, 11 . \ / I -1 _" I I - � I I I ! f i � I ,I I I � I � ) ; � ;
�� I , � � "I � : , : Lr) a- Lu
.
�_ . ,- �, Z, I, I , I I , \ .1 � � I � i i I / I I -� - , ; i � I in W
- __ � , . �. . I - � i , I I I f . <
11 �, ,� I I I . ! - . . . I I r : �
� : !
I 1
- �Ii� �, , � 11 . � I . \ � I . I � I'll I I . I . I � I � " I �. "", I I i / ; 1- 11 if Hil � i � , ! I = Lij
I � . � . I , " � ,
i 1, i i I .- e , ! � -9 i I I , 19 � , 11 , , �' , I - _Q , . \ i . , . , . � I
I , � M � I I ; I . li ,�_ I " , - t I "i- . . / . A, _71--_ , \ "----- - I 1, \ ; , , n�
I ah� : I i I ; i I � 1 � ( I I '' � , , " , - . I ,�� � \ i ;
: i � I .'' _ ,� - - - IS `i,__
I f i il � -,1��,,,�, - 1 L� . ,
-w - , W; , W� i , :, ci-i ,- ,-
an - 1 _-_ " i__ ,,, / " [ 1 - I
� - ---- I
, .- - ---,,.! 9' , i i i , I 1. � /7 ) , - i
i ( � ir; ,� I . \ ; � ,
f i 1 1 - 11 : ; i i i; � ,� � � J - l. , \ / -111"', :
I I , I .1 I I , I � - F 1 I 1 if i f ; � i I ; I
! f , I - - _.- I I I I / . . I .. . , ,-,I - I : � I I F I - M
� i -, I ., . ; . I I ,� , i, . I � I � , . �
�i�n f �i � - ; � 11 � / I 11 " k, � , �
I :; ;- _ ! w I*,,-: ; W I ; w" W . , \ � , Z' , . r � \ , , I I � . I . I , � i �'! If, , I I I I
I, �! ! - I , , , - " . I ; 1 1 ! ,/ ),', I � 1 � : � -
; - � 1� � � , . . / � . 1; ,-I! � I I . ,_ , � , I : I . � I �
i _ I ii � � I I , " 1 1�,1,,"_,_", I 11 I .1 I i I I 11 ,, _ i f i I 'i I , f L I . � I _j >
e / � � � � I �, f .-F i � � " � � . I, . . , I '' F I I
I i I I - I � : . � , �, i I � I : I
� I - 1i �i I .11 . I . . . I . I , \ �f i I t � � I I ; i � . : I <
. I I I I 1 1 . i I ( ; f 11 . ; i �
, , I / . 11 . , I �,�_ I i f0f, ,,, ,; � � I � , I I � Lu
, ! ! 1� '111w I l -4,I, / I I II . , , . ; . . I // I , I--- I I �;.,
I � I _ - . . - - . . I I \ I . � (10 " i I
t . 0 i I 11 x ill I , li , e I � .
, i I M, � I �, � \ / . f,1 . - I � ,; , I i I � �- 0�
/ i .- r 1, i. .. . . - 1 ; ! , t� � ..,
_ " � . hti'f�, i I � I I �
I , ; ,� ,- V _1_ - . . . I ; i , I ; 1 �
- ;� � 7- ; I . I . . � � 4 I i i
-_ I
I -_ i ; 11 1, 1. / : I , . f � / , I �, � I ; I I z
- I- - ; I !i0=7 ! I 1_111 . � / . Ili � i . . , , z �j � � I j I ', ��_ � .1
-, - # I I . - I I , I , � \ , " .. I I I / a i f
� I i i , . .. \ I
I � ; , . � . f ; ?
�� I __ � � � / "i . I ... 1, � :
, � / FL') , f` � -1 ,
I . I I � . . I . I ; I I I I � I f -
I � !� 1� j ,I , I L . i
, I
� I Ow I i I "i", � ,�,, /: I . 1, � ' � � ... I I I / / f , , / I 11 ; :
i I I I , * : I i �i I . _111 I
I " ! i I I Z, . - , , � . . I . I I ,
� I . � / i I
11 ." - I �,) I EXISTING STOCKPILE' . / I / , 1,0o, 1 1 1 i f ; I i i I
k - - I i , I 1 � ', � � i i � � i "'; i i , I I f ;
�, I/ I - I I � � [� I , i i e -_ , I . . . I . I � 11 , ,� - . __ - -_ � b -, A, i j 1 1 �, \\ 1; 1 � I f T
I I , - , ! 1 i 1 ; , I I
I I I -!- I ! i 1, ,� � �, 8 ��, -�:' ,, " , I . _' / I 11.1 . � i
�, I I � I - i i i i - - ir ' . . - -
i� ; j I I j ; ! �' ( , , I � I , �,,___- / TO BE10TILIZED KESC. I .V , , 1. .1 .� , I 1* / i ii l 1 , ii i I ;
-
I "; � � � , . . �, " 1 I � ; I : . i
I I I --.1-1 I . , ! � I . .j . I . / "� ED DIVER!!10 , 1 1 f , i !
, , -
; I 1� f ! � I I; i I � . � . , ' � � /`�Os
, �
; 1 : I t j / . \, ,/ , i ,
I -- I
�� I sy-_/ � / . __/ i , � ,
!
, "
"
� --i" " 11i i /_ ) 1z DC "< , i
I tv /__�,D� , I- I .. ,
- i � , � \ *1 ,�'Q " �/ <�,' v
� , i i � � !i1i "'.. ; I � �� - / I � I . . I I I i'. I �! I I
- li - . I I I/ I . , ,� ,Z2 / ii / I , ,\ , I I . 1 ; � i
� I I i 0 " ,,, � --, I 11 . l 11 ii�, I BERM (TYP. - Ilwi � h �! 1 � � , f I I �
, i %:, � 1 �, -�-/ � � . � 1 .0 I ) , i i i
� i " I " - / .. / �, I I I � I I : z i : I
t � � j i i � ,f .1 . . ........ I . . � , ,
1 �4 ; , \ � `- -� I/ � I . � 1, . \ f �,/ \ / , Ir" ,-,----,, " ;i f!, � � ; I 1 11
� X ,I ,, ., I t , , � , I* . \
,. " � ,, , .,I ,
,_ , , . ,
, , � I 11 ; � � ), . ./ . . � � . z. . .. ,� . . . ./ � . . I . .. I i I :1 - , , I .
I - I i I ./ .. ( // I / � � " ; j
I I . � I if - � I - / i I I �� � ; 1 I �
t I \ c I - l -1 i . I . / . 1 - - I I " I I . I
'� I d i i I � I
i
-l- , , � I - 13 / , . : . . � . � 11 , \ � , ,. f // � ; i
,��'! I � ,I 11 , I
\ ----�- i , I - ---- , I � , ; �, f
- �,
, i , !, L I ,� i t : , I I 11 .i i . i A 11 , 'I" . � rl_�,�,� � ] 1, , , !_ ,": I / � , . ; � ; I � �
� . - f,�, ,,,, �� , � I 11 __.1d , / / i � I I
l L �; , � \_ -1 I i115, � , � . I
� i , I-- � 11 , / . I . - �,.., , .6 7- ! J -1 I/ " / � I �
� I r ;i f ,,,I ! � v I I I ;I �/' , I f !!�f , 1 ! � 11 f 1 !
/ , � I � I ,,, I I . I I . - �, :X, � i !
- - ,�� i /
4 - i , . , � I i
, � I � 11 I f I , , , ..�� 'i") . . I . . . . . // Q . � i . . "I " -1 il ,7 . 11 I I I i 1 � i ! �
. I I I I I ; i; I . i
I . , . A . e F�, / I i I I 1 I h i I ! � � � , I �
/ t � � --11-1 _T---_- � i I ill ; %, I i 11 I __� ; __,�__ - I 1 . , , ��,,` i,-,->_11'- ��, , , " f )i' ! I i
" i � - — i ,; '� j I ." �_` ) 1. .; / v, OVERLAND FLOW DRAINAGE \ / 11 '� �11 11, I , � �
i I ,, j � / _A ? I / I I ,,,, � I I , I ! � i 1 1 i I I -
I
/ I/ 11 , ; I ---�` " "' "t - I / �', . . . ,_ I I �
11! . 11 .- , i 11 ,� I ___.r048 I 0 ii, DIVIDE 10 KUVV UIVLKZ1IUN ii I - , , I � �� ,/ /t g /, i � i i I � i i i � �
I I i j ; I I f, 1� , * " . � I., I ./ � , I /1 ; , " / r I 1 ; � � � � � I t
L
fi_ " 1. I � , � ! / � �
-,
� I - I .. __ ____- _',-�w - - �� - , — __ � � ii - � ........ � 't - `\ "'' `i",' - I/ i ��, ,* , - , N____1 , r, K u r �_j D F_ Lj I , / I I I I I , �
1. I I , /
; il-11 , . . /,_-� , , i
, , 5, , In � , ! , 1 1 ; :
� , 'I, i I ,- i, I "I � I I ��, . . AT BRAZOS COURT li " " i! 11 , - i 1 , I i
, .., ,
� I / , . f � I I 'K I .- , I I I 11 ��� i": .... I � � 'I t i
l/ r J_ I T�� , 1,,.i� I . /" , ,_ \ \ � I � I
., s I � - I �_ . I - - /. �,, - , , � I . I icA i I ii ,,, 1 � ! i I � j, i � �
- . , - I � I I I i j i
__ - - , � i, , ____� / � I_ 11 , -, � , Ili ',� I i / / / / . ; � 1 �
I I . / f . , , r , / I i
� - ____ T ---- __�_.-I" i '*N __ � I. / Cw=0.47 j , ��,, �, - , . / I
�, 'l,,, I? 11 — — I 11 , I ;l .- D.A.=9.30 AC. - -, ,, / � / j;; /i I .11
,
,
, - vy- I- _� < 7- - ,� � . / � � I �pv I �� - - I I \ - I ! �
� ) i C �,�_/ - �11 --- ; 1: 1 �
I - / I , ! if 11i ; ; � � I I 1 1 � i
- I�w� � I 11 Tc=16 MIN. ' ,i, � 1. , li�-,�, ,'�- *,, ,�ill'i "I l I / I , / I , / . I � I rN
I i � I � t � I 17*4 r1j
/ i 2" j � i I I � I Lu
L
�, I " " - / � � i � , I : : , - ! j � !� 1 , i � 1-i 1-i "
I � l �_�-�iv __7-�, �__ -11 111,�,` I ; ,/ ii, � � ! 11 / I - ; � � I 1� -_ -_ ��
� � � ; "I
I I i � I I I
_f j .:!a '.. / ENCE � i � I � � � 1 1 "
,
,
1��_ , ____ - --- - I � � - I . __ � � . . I . I - � �111 � i " ' ' i � !:)ELAMLN I I K 2 " ` �-' I / I I t� 00 LIJ
I I �� 777 1- - ! . l, ", ;, , I ,
I I—", 'I I -1= -, ,, ,( "I 11 ,_1 ;' \�"_11`,� /I I / "
�_ - 71 � - -1 � I ,� � �,, I / 11 11 I / PROPOSED SILT F � r1j
-
", �_ � - � - i ", � I _,l, I 1-1 _. - i / i . / i t �
" 1, �,_" � - - i�, -� N, _\ I 91, ", �' , , �/ r I t , i I
��, , Lf � � � I - I __ "' � . i0l r r � - 7�_ �'_r F "rN--)L. 11 / "I I& I'll � ; / I � I I , (TYP.) I 11 i 1;
I
I -_ .- - � � / I I I � '/ � i
I � � I I � � - '. , . I I I �
____� _w ,� _ � ,I '! I �
II - I I � . I I I /I I . ) I I � �
, I I
, iI �
, - - �
4-1 11 ��.. ,- � ,r . , , - .. � � :,��,T- : � - . I i. � ... " , Z� ,� - ,- _11 . � � �i�� , � I if ; . I � � I i
"I I �;l_l I I � -11 � I -1-1-1- . I UP ` ,---, - I J- 11- -, g-,,�� -, ", L..).M. Z.O_j tAiii,_/ I , � I " f, " 'i / / �, I 1-1 D; I t � I
i I- � ��, a 'i . - /I ) '1' I 11 '/i ,- / I � . % i �
", :,� If *� I I g
-
1— 1, f� "", , - � I 11 I I t t I
I __ :___ I I . . I " �
� I ''..— - I - _-_ �, , I, " / — / " " f, 1 1 � I
, � I . . � . . I I . 11 � � � -_ � I . I 4 � . . . �- _ _=tt..._;�-7 - I I � _,� ", . � , . , �,;, \ . (" " I , ; . I
! � � I , . - / / �A/_14_1 __��,��'; .� .1 � � _7� � � ��-�:;2.��x_-- � --- �-, I - ;� 1 j 'i . - ., � -111---, , , , , ",� � 1%� " t , , 1 � �
., I . � ,� z � F, � �_, 1�,i '2.� I'll , � ,. // I
,
,
-
� . ___ �� _---l- . , _� � i \ i ; I
i .... . \ � I , / / / / " f, " I j, ; . 11 . .
, j . . i k �,
"_ r � I , � I .
, , e : -
* , / I ,� .1',i ��,,, 'r y � I , I / '. �. , , : ,
, , , - - - -'-� .. .. W!�_. � - I :�Z�:,�,- ,.-- /` ,,, , , i !
-
____� _ __ ,
-
� � -1 11 � � � , _'_* I I . "I Z� I ;J�V---� J. . I :::: . . � __ I - ... , - 11 I -11 _11tj I I ! / � 11 ", , " I , " " // / " : I! , , i � 4 t,, �, . . �
1. I 1. I ,.,�,/, -�J_ %.: . . — I— I ... - �!.. .�, , '' 11� I I "', E) , I //1''. ,I I I �__ I,, / If if i �J: i ii
--1--, � �:7__ -, . � ��, I .s � 11�.'''.'.1'.. � ---- � � . I I.w � I'll "" I " il'i , � I I . — �,,,
') I Z - I � F:�-�� t . I 11 I . . .. . .. . .. . ... - I 1k .'' 1�1. � I K VED - \�--,' ,'/� M � I / / f I Ili, _-, "i i ! �1 \ I
- " � � -, " ,� '. ,,.. . . . r C�F[ � I -1. I ....�K 1. � \ � - '! �, " ", ./ I , "I .,/ " / , f � " 1�', 1'� I I" I
11 - --- 1. I— I , i ff � 1 � �
-
., i =k � - -!-----------____�1 ___ -1,� � 7--- ... j, *#,� XfTc=6 I i ; �� / 1 I -1 eeI, s \
, I / 2
+41F L , I =�_�� . - __� __ I I , �/ _�;, I I, I , ,
� I I ��',�=_��,� _�'-,�N_71__,__", . . , _ __. , �, ,;, I /11 , il- / ; 11 , , , I.
_ ; ... 11 / /I I I I I ", I 1 � �, I'll , " * " .
-,--I,- - i � // '1� r-11— --I-,_-- I � , �� ] � , . / " 'i/ I I * /�/ _-, ,,1 I I I . I � � 0, � I, , %, 11, I
___ ,/_� , I " i I'll I `�_':ii�� " . . . ,1 .. 1. , I I I I/ � . �, ", �, I \ 1, I�
11 I ..... . ... ( � I . __:._.,-- ---_, I I el
I _ . I i � , 1.
_,_r- I 1, I � I- Ii/ " . _i�, : ,
_ I �� i ,_ I I ____ �. " ,
) 11 __ __�, I " N f _� 11 ) _�� I, " ,k I I "'� "/'� "I I, / I ; � "I � \ I I I" �, , ..
,-d�� ''i _ , —1 I , ... , - I - Z�_, . I I
� . ; ? . __ � __ - I - I iii " / ,/ � I! t c � ;, I \ � ;, , � ,, I 1, �, � � �1,i 1
- _ / , " � 11 " ,� ,�" \, I I � , , ,
I � , I . 4p;-- __ -- � 1. ', � I/ - � ki'sic - - - - __ - - - -, \ `�C;im /� ii, r I ///, / , PROPOSED SEDIMENT TRAP #2 1 i 5 , � , ,
. . I .. // x " 11 " I . ,� " ,
I., - I I - I ; I ! __ - �, :1 ___, I � / � ,
I - __ , � /, ,/ / I SHALL BE REMOVED UPON STABILIZATION i , I ." 1, �
\\1 11 I/ 11 i 11 � . \
... - I 1 I I i I `I_ "I A" � , I I .
, , - I � / I I I , � I 1,
I", _`,�-�50 f:�]]�� / I i , I _� - �, It- - � �_-_ � . \N�� � \� I "
�
7% - ,.
__ '' , . , � 1-7 �
.11 I I 4R I ,_� , , " 'i I i ,i ,,, , I I
- , -
) \� ,\, I i __,_�\", , - _� _ ...... 't 11 I cv �� \PHA-- 1- � \ I I , � - . _4 OF UPLA � ii � / "I I" "i, , �
'r, / ,� ", __ _ � o ( �� , - - I � , � , 'i t1l"r
,
S11N1 z_ _111 xllli�8111'1-111' ;'11,i \ 11 , I I " / , :
/ I
,
- " � ,41* , I "
, , , ,
- �/ __ f ; - � I -1 _, / "I NO AREAS AND INSPECTOR � ; " I � "", " -,,. , � �
. 1 2 1 "I
. I I __ i " , APPROVAL s � , -1 I, I., -,
'i, , � _ � .1 __ / � I ( / ill ,/ _I) �,i, i / , q � Lu cy)
, , I 1, - ", � / ; 11 I I \ "I I I � � / " I 1 I 11 1, i I , ., ,. 11
1-1 i( ; �, - I ; � � __Q ! 11 1, � -1 -, ____�_ I - i \ 1r__
I i c , ( t I __ — , " � I . , I , e I / I I __', I \ "'��i, _-, I L�f3, -,g ,,� 1 1 1 1, I � . 1 '� , \ " -4 1. 11 1,
11 — 1 4 I 0,.,.- 1, I � , I , : ; I I
/` = I \ �� " D.A.20.8o AC . -,,, _____
" 1� ,i I -1, , il __ I / / � � , ----� I \
, -,, 1� I I � i I I / . � il,'�'.' 'i - - j / / �1. � � f � 1,i � ,
I _ I / ___� i 1 ; I I
.I , ", I L - J I --I- . -_ ' / I I / , / \,-- I -11 � 6 I ,,, �', f ". " I _� I ? , , i 11 i , il l I I ,�, -
. I / 'i , ,r �. I - / I 1� \ - ir , I/ , cy)
-1" � I i) , _� I !'' _�-_ ". /I ."..."'..'/ - , "� I I ll /
_ I fo � I . 'i I - - " I I I I I I .
_ � .1 I I I - �_�_ i if yj I ; ". I /; i � ,
,___1 -1 � I — , i -1 I 00 I\_ I � i� ; I _� j I I � --- � ! I " 11 / ,I I 11
- ___#� I ff___ . _�_� I . 7'�' " -- I --- _ 1�� �- I
�', I � I , il --r I ) / - i Cw= -- � 1-_ / / I ." , I , / 11 I
, i I' I ji I I i / � 0 / � i 11 I / I ,� I /" 1 .1 , , i 3 � ! k i C4f5
I � I f ! I I "I I f
,. -- , , , � I : "I �
- ��- I ..i- i __ _11-____-_ I ; i I _� f / I I V)
I - l, \ '\ -_ I I f "
I �- � l I : I I ;
I .
. I , D C I __" � I � ,_) / if lii�l IF 11 i / 11 I . ; 1, � I V If I / "' _ -1 .ii, I � ;
� i �I ''I--,' I I . ! I / / I 1-1 , � _ I I I f 1 � i ! i I ./ - I I I I
M _Q9___//"1 I ; �', � __11I i __ " " ____ \ ,__";'__ �1' �, � __ I il / , ; f /.' f if � , / .I-- _ __ ," ; 11 I I 11 Cy) z
) - , I "I- /1/1' ,��, � � z '�'
.-
I
I ,I/ I � �`i - _ I ,1 I ) . /--\/, � /. " I,---,, , �'_ --- Tc= -1-I'l- 11 -,--- 11 � I I � � f/ / / ,<� _� ,-' 11 11 I /
,� I I I/ . / I e � i
11 , " � --- � , I_- I �_ f � (; i ; � 'i I if I I"N, I, -
� ; 1 !, , , i/ _4 I �,___ I ; I I ,., �%_ . ..... ,- I d r ) "I I ---- , /I f ;j fif� f I '(9 " ", - /;1
" ---- , - 1 __ ,I, � 11__,`� I/ " . I ", - __ -_ ". �
- . I � - I ; Of' .11 I'-1 -1 ... E FENCE I I I I NuNIIIIIIIIIIIIIIIII .
" �, �, ) \. 11 . I -1111-- ",�, �, " Hf�� I I , , -,--- N
. . 11 I if � , ", I, � ( f � _--,�Y ,,, � / I S,X� "" �I , +` "I
� I IV , �.. I -1 I I 11 .� �,� ie f .0 1". I " ,_ INSTALL SIGNS 'WARNING: / l/ , " /I .,�".. --- ____ __`�, , ,; / -
1. ; �� " I -, ,I I 11 " ,, 11 / / , I i, -, ", --- ,- I I 11:1
/ I 19 - -1 11 !/ -11, I � � I j , ; / / I ,�./ �I / I I � - - I 11,1 / _j
� -� \ I . � I � 'r I i ; I / / 1�- , - , / / 11 l "I i, " I QUICK SAND, KEEP DUT- "'I " l, . _-1 -1 - ___. / I ,
r ' 11 ''I .1 , I,
� , I � I __r' I
. � �� \ � __ / , - I \ "L I I I "'.1 I, __ ; , _ M
,
11, . - - - " ...... I I 11 / � , / Ilk 1, , . , 1 r , <
1�111` " I" - , " � , , I ,I I I/ � / "
, ,
; , 'I, -1., � I , I , , " .ii _11.1, / 11 I 11 . ........
t 91 ) " ill '_ ,, , - - i- �? � ; I �, � / - / / �, " � _1-____ -, , , Q)
��
* 't - . � -.� , S ,,,�,,, i ,�,_ i I � � I 11 11 .1 r �,� 1, I 11 I'm ,/ "', � i / 'l/ i , 11 - -1- I
-1 - -L � , i_ � j i"I, � ; I i rl � _i., 11 I "I " I ,� - - 1-1-1-1- _ ... _ - ,__ It U)
leil \ ,' - - - � �, f -11 I i- 1 , , �,, __ /I � ; i / r / e � � / / M
11 � I __ ____ , I I ; I I ; / 1 I - -
; - �� :�� - f ; / t _� ,-1 , / , , . " I ,,. - -, —
I , I I --- I , I/ 11 " .1 / ,� /I , � ` " 1, � - _ " - I I 0
. - - . . .... ... - ; � __ � ____1 - -1 ��11 ) - , I-- � ____ ? � ; I 11 � It i / � ___f_:�_ 1, -, - I , / I i / , /` i/ , 'll, "I'",, - �, _,-. - 0-
� J, ,I — — I �- fI 1, -, �� i I I - I , � I � , �/ / I � I - ,/ ,1 " __ _11 I - ___ —
I , I i I \ I I I ; ; f , i / , I , .- - �
— I ! i ! --- If, i I , - I
� , — � � I r 1 , - - /I/ , *' / /,, / , ," � , �- I -1 -11 __-, - .
j I , I" I � I � ", I - -- - , - It :5
" ,- ;�,� . I .,� , r__ -.'N ` I _� / " �, / VDOT STANDARD / I I - ,- "I in
I 11 ,,,1_Av',`,1' / / 1114�_ � 4 , I 1. I / I 1 , - __ - _ -r -
- - /I � " i, / I 1, � I
� - . . . I - ,
� , - -
� -_ , = I ; i I I i I f , ---V,,, ,_ - i " / , , i �/ _1 _11'
- I � , , � I I ; I I 011 i" I Ad � 1
1 � '. , .� � - -
I , , ,
— / / - - /I / , / CL I RIPRAP W/ / ./ I, " " "I I , � - - - LLJ 1�1
� -,
f i � - � - �� 1 ; �, ! I ____) � - i i I I I -' � ,,--- ,-. , , ,---�- -Awe", , - , ! / l I � / � � I 'lr ----,,' .- N -
I, , �,_ I . I
''I
41paW - l/l _1, - _,�� PS i I 1 " (I I , / �, . � / , / / � e, / I . - __ - ,_ ... I >1
. I �, -
I __ , �� ! ; , -- 1. -- � i I - / ; " , . /// // � "I __ - -1-
.f- __ � � I I " j, -, I I, ./ x I I - - .11
i "I - I I t i 11 : �_ \ - � � I ; " ,, I I , �11 , �,, _1 1--_-, --11 11 __�_:____
, 1. _ �, I - — _::: il i'll __ I MI.- /--l" : � /I i I ; I I , --r- - I—- ir I �, I T , ,i , - __ - < (1) I
�, ) - _ "eil, c)
-, I
- � � .... - I _--�, � I ! � I ; I I ___ /I III / / � . I �
- � __ , / . / i, - I - I
I - _ � t � I i i j I I I � � ,� I _--11.__-1_ / / / / I / f /' " I .,_-- __ -1 _� - -_ 0) 0
- - I -1 -
i — , _ ��_�a______ — �� i f I � / 11 -1 � , . i, I 1/1 � I', __ e, 1-1 I -- , <
11 I I � - � , / �, 12
� 1; — � - - 01 j/-, j 1 It, � f / . I i "'i"', / / Ii,/ ,-6 ; / / . �., " - � ,,, - _��_'_` _-,:_' I w 0
� I � I ? / I . , I / ,, 'I ,� �11 _11 - , N
� i��_�� I __ I, , _____ - I - _=__ ��W_ ___ �, I / 11 I if I f i i I i I ,/ i� / / �� l il� " /' 1-1 � "" I - , "." _-_1 __- �- I-.,---- NI a� -r -0
: i r — , ,- ____ - t' I , .11.
k j : " , __`!__ I � 'i ! I � i i I - I I " / / / / .T FENCE I Il " - " :�<__ :�__ ____ , - , "
�5 / - M - ��� �3 e) w , ----....____v ',_�K]]]��:�; I 1 71 � - i `1 1, I , ; . r I /I 11 ,. "I, , "l-, - � - ,,,, _ -- _-, V , .
' . ; F17 i 650" � , lf - I I i N I _r U/F�/ / I ".,;,, , --i" . " I,.,-,--
.1 < � 1 � i . I , � I -low' 'i, I - -,-.! 1, / / I -_ (TYP-) / ,", I � ,,., � ,�, ->-_ n
i i, ----,/' ""11) (X � - - - � - _ _ / i , I / I\, 11 /,i / - I I , , 1._q 0-
": __�_ _- , I I , � , ,� I "I."
� I I I I I ./ i , � I r ii I
i - - , � , i i I .. -__lz l ,.", , I 11 - �; 11 ,,, I
I )" � _ � � ... i I 11 I , i _', .i I
I 1� , 5 1 " � __ - � --,_ "I if I I I ,_ ll " "i / �/ I I " ', /' " -1 i, � _ -_ 11. �/___
__ -, - : 1-1 " ---- / i: i-_ , I /' z If z i � / " I/ I I i � & y /, w tl,il 1, I / �', 11 I , / I, . " , I'i - , I < 1_� Q)
� i , ,,_11/\ � I . � k. I \ �_ ,,,� .7 - �/ f 'i I f I I I � z ,� / ,, /,/'I'l, I . �` -, " , I, -0
� �, ", �,,,�� - � , - __ I I I , � , I I , , , - -, �/ I � . - ---
,I __1 " - ,� �, - __� ; ; " , � I -, ,_ , , " 1-1 w 1�_�
-I/ " �- - . , �'_, -1 Y - 1-1- -1 , -1 � �,Zi�zl� _ , � , ? . � i 1, ,// , I " _. 1, ,,, ,,,I- .1 I
�
; 11 _ . ...... . 1 � " /, ,/ , , I �� i� '. � �, 'I', � "� - -1-1 -
11 __ i � 11 / i ��, I � � I -___ I I " ii i I � ,� - - , I , i � I - , - I . -I / > z
i T il ! � I 1�:-, . ; "I 1, �__ I . I r � - - I I 1� � -, ,,1 _ / ,NENT DIVER "I . I � " / 'i 0 ,j
__ 11/� I 11 I - " I- :,--,,;, ? 11_<�,/ - AM I Y y� � �, I --- 'I I i zl I 1\ � "I i . , , ", :� uN utrAILS �,'- -, - - ,�- , / I � 'i,111 _/ - -11-1
I 'I / I / ... �, I� " _ i i I i , I j �. ,", - , 1- I - I I T y ;�, �m I , �\� 1. " "I ___ ", ... � � I , ; '1/ I I ,I I �l I . -
I � - ,-- ,,, "/ I I , I �� �L _� \ , , " � ', \ I - ,i � J` -1- " ,4'/ / / '/ / , � - __ I ! / � - / - _111 - z
I z " %11, , % I _'. � , , � � / 1 77� , ,,, / I ", " /l Lu -
1 I � I I I - _ �,` ., � . I i�; i �. i, , � ,X�z!, " .. "I .... � _ ." i I - _'Ir. _ I � � " .1 Lli < -, 2:�
I
I, , - I.- ,_� �� I - I I, , �', � I "/ '�If' V �,, I I_ -.111--.11 I- 'I- /'��, " , ., I / I, ,,� - -
� - I / * �- : --i" __,_ ii,- �, l' _T' I- I 1, ," . _.Ie 1, I - - "' �iil , " I/ . / ii" � ee, / , " I " I/, .-J , L'i
1 7"', ',',,',�, I I ')( ,� anJ I / 4., i ; ._ I \ I 11 1 I " , , ,ii ,� i " , .,/� , �I v ____ Lij
�� I I. - , , " " / /I I / W
, , - , , , ,�', I 1; �' I � I
- - — 1. I -, � I � i , �- �, �. - - � - -, wi-,--�, " i/ � , . " , , , , I - , __ - z
-- - l � � � � �
- � ,. / I, .... .. . , " �0� - , - - - �,_ --- -,, �,
I __1 `�__ .1 ; �,M�" '""' """" I --1 I � � I ! ; �� ------ %'_. - I I , . , , 4 i , , , " I , ,
, -
I I" __ I __' � _j V)
POSITIVE DRAINAGE ALONG f 1,1, 11, � - I , I , "I I ,
_-� - "' `7 - 11 .-11-11 .. .1111;� ,� ; , 1�- � ... ___ -_ I I , ! -- -, - � - ��!, � . "
_�' "" I ,,r'/ 1, i . i - �, I � I ;r - . __ _ , � I z
� , . � ,_ ,� � �11.. .11 ...... � -.11 1. . I I I I I � ��__.___��_-,q-_:�� "O"W' -� -..ii�_ 1 � I I—. - I i. 'i, � i", I, ,� � " I / I i, // I _j
11 �_ "I � // _-, :� 1, - , I, I I 1, � i� . �N.:.. - )/ I I / - ... � . , , i, �/ , / l" 'I' � � a- -0 0
", , � � _ __ -, .. - ��_ - " , . / l '11- --- - , - -i:- - - --_ --�� - ."-, I . , l "I � ," " I __ -
- o ;1 , �, > I / / / .�
-11- I -I\ 09W - , � i , I f " ", - - - , � .- ,- __ - _1 _- " ' " / ' I i / I x .
, '� , z
I I � DIVERSION DOWN FROM 5 6 � I I, , " , , " 00w_ - ,_ __ I - , / , _ � - . ', , , � � .1 / <
. I I - , / . . - - � � I
� \1 TO 654 IN THIS AREA. \, _ / � ,� - - I , - � __ _111 I 11 I � 1� I - I � �, , �� I I I _1 __:_,:��1'11�, _::________. _ ., ir' ii,',�'I",�,''., " , , � / , 'I / "� ,I, - LLJ
-1 __ __ , --, ; - � I � 'L, I 11 Ir - I", 11,� I i " . I l , I i 11 I I - I " -_,i�,�,-� -, " -�. _ � - - -_ - - ", - - - � "I , " "lliIi i I l 11 1 ."
- - - � . ? I I � I ; I I I, I I - _ _ - - - � "I , 1 �� 11 // 'Il
, � - - , -,- - " , "
1, __,l I — - � " , .-' I- i , � � � � PTI � , ,_ , - I , ,\ , " �k� e� � 11 / _1 .11 ,, .11 " _,,` , " 1 7 _J
, , I , , ,�l_ " . — - " �,� � � r F I -1 '" I , �_
I/ . _ _ , — -, I - 11 - V � _, , -
1� , � _ - � , , RUN= �
� I � e ) I __ / �', , , - �?�ix �, � I : _� I I � �, I ... - 1. - I . � �,, , , II .�
"I ., - ill , � , - 2� �__, - -* , / ,� ,I �, � /
__ \ '4."', 'r I - " in � 1 ii
I ,/ I - , - - ,-- -,
_ _�
-_ / \ I" _, - - c
I ? � - �� c
-
'. � .., � 1, � , / r, " - � - - ;� - I 1, - , , , � 1, / , - _,l-,11,111 � __ _1 1_,- i, � iIi " , � , , '0..", � V)
il - - , - - - 1.�3if 1, - ., �_� I il I I i i - � �1_ ____ I , I- ,,,, ; , - , , , I �', 0 -Z
11 � . , I .. . - I �, ,. -1 � if , - , / -, , , I , . / 1, �
/ , � - ;�71 J - , L� - . ,,,, , __ , , __fi; � - __ - "'.
/� , I" "I-1, . -1- ( / , .� � ,.�.l,�_ - '77��
/ - _ 0_1,k - � 1� , _� ; � / ,i .1, ,�,, _,' - "" � , I I ��, / ,-
�
,�
/, - - . - I - !," , , �, "
� ; . ) I I I" 11 "I, �,.-7 --- � `� __ - i ,� I ". _
- r- �_ - 1, � I ! � 0: ,--'';- i.. I / I,/ , "" -
I., - I.. I I I , - - , * �
I I " )_ � I I I',.' �� i- - �._ I I 1� � — , - __ --, - , / � I ` /I rr , "' I.- ___j
"" " , �, — , , i �, / _ , , / / / / -
" / , ,;i� , , ,_ 11 / I � I ll / �� f%,O c- ___j
I i � , i, � - I
/ - i, _� - - / .% " I I 1 I \ ,� I , � " ,- CL u
I _\ " _. I I /. _.) = / / - . I ', , , / _` w
11 - � 1, I , il\ ; , / - , '/ - f, .� __ ��:"r__,(y ; I 1, - 1�, , � / eI . -, � _` - -"- I 11 z z 1 / ,t "
"I _1 , ) I � I — I 'i - - ...... - I � I , I - "I - I " �_ , 1, 1, % I I., , I i ." 1 !� I / I / /, ';,,�,, �i,,i , ' I _/��,, I I, � " I , 1� - ,
, / 11 ,I , . '. I I "I � � _ __ o I . / , � i'll " I', , � -
I , / .1 I I 1 � I I 1/ I—, 11 I � I : ", I I ." ,., �, � — LL _0
/ - 11,1111-1\ � �, ___ `� . / 1�'��- __ / I _ ____ -1 I . I; ! ' - _' - I I, � I ", ,/ I " , � , �11 I , " � � , / / I " �
" I I " " I — - 3 / r,,,, , f _j",L -1 I i� I � i .., � I I / I / I Il l' 1 , I � u
/ �� � � ,/ , - I N f 11 - I / , I 'i ## I - I � I " - I I � i, - � " I I I ,,, z �, , / /
I ii� _1' � , I — "I" i I 1�11 / ", ,11/ III , , //
I
� � i, � I "I - )I-,.,- I I -- --- ! ,, I /; 1, 11". - \ 1� %., I "' " - - I I * I PROPOSED SOIL STABILIZATION , I / I , // / I �_ - 0 -
/ " , I I � " - Ili �,) , / , lil;tl I- , I / ill ,
I \ ��`Rml�,,�,� - ! 01 f, " I 1, / I
/ , __ � �1 � ""I" - , I ; f 11 I 'i I w , i. 66
1 , � . f .; "'.1 , I "
/ ", ,� I ; 11 -1 ,.--. ___ If ,I.- I ; I I., ,�, , "'Ll, , i / " " ". � I /l.. � ." 11,�, / / , I il 'i" " � "I F
� I , i " / / / I \ - f (TYP-) " 1, I/ /ii , , , / 0
( '. � i i--_ j I ; _" I- - , I. ""' �I - �, , � , � �' L" - I " \ 1, 1, I / / / i / z/ ', �,, MATTING ,III I 11 ,` ,1 " I / /I I I Lu -�
.1 'i I f / -, _.1_1 ''I , / __' ll " 1-1 / I ", i , i , " ,: / / / I / I/ 0 1_4 -
il.- 11 I " I --- , - ,��, 11 f 111- I ,r' I / "I I I � j , ., I - I /
" I - I T� -, .. _�� -.1i-- ___,__ __� ", 1", I � I — - - , � / / 4/I 1 , � __ I � 1, I " 1, 'I 11 , �, - fir � f I I I � , / , / �' / , if � l, I / / 1 " / 0
11
I , " - - f I- ,� / I 0
. 11 - . . .., . / , � 2, = I
i - � .1 / I,— �, , "" I I
i __ � - __ � j � � t , , -_ I /
i 4 , - � �, - � "___ � - 1,. �dl` - I I �, � Ill - I )_11, ','�-_ , - � � - I , - I / I — " / , , I , ___q �: U)
�:imm 11� ii ff;T�,,,�',,� I . � , _j
( - , ; ?, / / ll z 0
� , , , / / I p
,
I I - , / - � ,",\ : � i/` i � . �11 . I / / /
I
��
I- , I - 4 �� ,� :� �( � I , I I / �
I - in . I — - � `n� ,,� I , - -;, - " ; / Ji /
I --ii- ,.-,_,_---- - - - - -� - , , i, — � _ , I __ * , "�t" I / " 1
, ,�
� � - I , I . . n .,.. - � 11�' / iI ,I -_ a 'I'LL- � , / 'i f / I
I , � " - .._ - ,___ ... �, - I / I - _. � I �",;--/ ,-5j , / , / ! EXISTING SEDIMENT BASIN 2 APPROVED NTH WPO2007-44 / � I , I / I
: f I f , - �� _. '. IiI fi � I, i , ". _", - __ ' , . I, I -1.1 I , . I I / I: 10� c
, � 1�� ,I - ,� __...�11 .. 11 1� �: 1 � - - , , ; .1 / / 1 jr - , / I I //
p ), I k �. � --- fi� � � , � �� , i� / / , if .1 . i " , /
I I \ I __ � _ � ,.- 11 ... _. -".--,\ .11 I , ./ / / I , `2, " / , / /1 I I ` � I I " ; .0 0
� - - , i, � _`IR / � / SHALL BE EXPANDED AND UTILIZED - CONTRACTOR I! / I I I /
, - -- -- ----- � I , - - -1 -, � I_ - - / � � , i I 1, ii I I C)
� "I ,�
� �� , �
I I - - -- I --l-, - - I t, \ i, I I I Lu
I � I _11 '111 1. 1. - , - / / ��,��', , i / " i // SHALL DRAIN THE SEDIMENT BASIN, EXCAVATE THE / . I i I "I <
, I I 11 " - -, - ,, -1- I - __ - I , / I I 11 f / I / / � I � -0
� � I t I � i, 11 _ 11 - I i (I I/ / / � "i I I I 4 I UNSUITABLE SOIL WHILE REGRADING THE INTERIOR SLOPES � I i i 11 I � / I I I I _r (3) C
� - " - - il f i � � f / I
I / , ��ic�'�, __ Il , - 'I- I �__ , 11 , , , � I ,I i 11 i I f - 0
; I ', _1 - I I i 'I � _ --- - � i"f� "I , , L , ir I �-g
,
; I/ � / I ", i I � � I �", 'I, , - __ , , _ . -, -_ "\ " " I .1 / / I , I I I — 1, 1, , _', Ii., ,'� - -,,,, , ��NN # / , z
.1 11 � � I _� � 1, , , -, I , I , I ,i * I I / i AS SHOWN W/2:1 GRADES AND SHALL SIMULTANEOUSLY / 11 I ; / 11 V)
- � . I ; I .
I 11 � 11 �1, - - -- , / , 11 � , I I i I . / � 11 -6 7t
1 / / I " 11 . ; "I / - I- ", 1. � - )--, - - !i "I j I . I
I ! /' ,,I - , I Z" I I , / / , / /4L EXPAND THE NORTHWESTERN SIDE APPROX. 50'. THE / I : i � i � 11 : f // ill u < �
� I
I
I
il - � � / "� � �', � _ � \ � i , �, , / / � 0 i I � / i I . �_ ') ")
I � / � : � I � , Iii � � "" I I I, � I I / / � : 0
; / . I I - _, I �, � I I I _. - __ - 'I,1 "�_ l" ;q I "j�_ ; f,ir,� i I i I I 11 � 3:
11 11 c I " - - i 11 i � -1 -_ - - 'i, " 1-1 --- I / I /I / / � I I CONTRACTOR SHALL REMOVE THE 15" STUB PIPE AND i I I I I
I � _ I � . _-1__.____ - , ''I __ I- I / / � 'i ; � , � / �
-, 'I / - )-, I I I I I / I / 11 - ORIFICE AT THE SAME INVERT i t t i i / 0) cf)
� I -i I I � ,� __ ,, / I I , I -1 I I f, I Q_
( / � ,, " I 'I I, - -11 - - I __ , � I I - / / I I I I REPLACE IT W/A 4 i I 11 i l � . i
I I � I � I 11 I , I � , , , / � I 1, 11, . I" \� '� � I /, ; 4 " � � 1:
� � , I - \,, � I ,_ I I I / // I I TION (TO BE PLUGGED IN ESC PHASES) I i \ " / � � ; ;
I I ; i � I " _1 � " " I _---
I � I : ,� --- 1, ,� I i _ i I � i 11 ' `
I , - I � i � /I I - , -ft � I - I"', I " - '11 " "', " "I / I - . , ", ," -1 ,� 1, � 'r / , ELEVA \ � � I i I I I i / (1)
I ",, . � ** , , I \ - � . I = z
, ; / 1-1 i � 11 I \ - I .1 ...... , I/ /I" I ,, 1-1 I , % �. I �, I, __ \ � I fi-ii,z / I - j, / , IN SWM PHASE, THE DRY DETENTION FACILITY SHALL HAVE I � / I � I ; w i LLJ
I I � � , f I I I I I 1, , 11, -- - � 11 .; 1 ; / �, � % I
I j, I I I i I , "I', -1 -1, I ��, � I I I � I , - , , 11 I I ! r ", ,
� i I L I - ...... � �, � I -11 � I � -, � "I", .1 , I / I I 0-
, I � 11 � "I , ", _1 - I . / ; I 1, , \ . , , I , " I , -0
I ; � ) i ? __11, , , � �', ! � � , , , 4, �,,i li�` I_ \ \ I
� I ,� A� 1
4 � - - I I /11 I l ,_ � -1 , i_ .1 --1-11 _ __ - -1 , � / ,; I � i I ,,� ,,, i , , RIPRNP CHANNELS W/POSITIVE SLOPES (0.5% MIN.) . 1, I 1, i 1 i �e x
I I - , ,
I " 1 � , I ---- � F � _ ., ,
� ; � � l, ... , , /11 , � \ I %
11 / 11 , 1-11 __ - � " I I y I 11 /I // \ , , , , -
1, I ! ., \ I �I ', ",, �,` - , _ , " f I il .__-, , I ,�',,` _-, li" � ", '/ I I j -1 I i I ,ell ////�1:5111 11 / 1� /I ,�:� , 1, 11 III" - SEE SWM I 11 __ �,, I ,,, � � I � I Q)
.. ..... � i .
! � I , i -11'r III _1 I, ; . , , I / i I i
, , I I � _ � ; \ � I i
I I I I 1, '� ; % ; I
, I , —, I ,., I I - ''. - � \ � 1, I
I Ii ;� I I , , I ! i I / , I/ . ...... i F , ,, ____ / /, I / N / ,/, 11 , I CONVEYING DRAINAGE TO THE LOW FLOW ORIFICE PLAN, . � - . � �. I , I 2 0
1 1
1 1 / I 1), , i, _, . I 1, � I , - , ,� , , 1 1
: 4 F . � , I 1, I-, I __ " '' I . � i \ I C 0)
II 11 � I i `1 I, __ "" I I l", _. - - I" ; - I � / i I I w (D —
I
I I I . ; ; I / ""I , / .. / ii ,_1 - I I � \ i I I'll. 11 � I I I / Ll I I I
. : . I 1*/ /, l _/ ,_--___ � I , 1-1- '. -11 " I i., / J I 11 , / j I I I 11 �, I I � � i I , - _c
f . I __` / I, , � I � � I I\ , 1____ , - I I
� � I - _ I 11 � - � � - I l I I , I ,�i 1, � , I � ! I- — >I-
I i � I I .- -.1 I � " _� , - - I i, -11_ � I� // / 11 I �� \ I -.1 j . , I \ I ,
I . I : - -
, ! 11 -, , � " � ", __- _ I I � -, ; � : . / -11
- �
, , 1� , — ii, I --- - ,` I i I , , � I � I �i I I I
, / , ; i � " .. � ", 1- r, 11 � I ,
. I I . I -- -, � , - — , ,� � �l, I., I I I I - , — I ;� �
, i I I : 1(� � - - _ � , — i" - -, / I 11.1 , I \, ,_ � \ .� I, 1, 1, I 1, ,� �, I " � Z 0
�� 11 ; __ - I , � 11 � � � 1, \ , j I ti I i i i I E
,� - -- 1, , , I -., i , ,� , 11 0 -
� I I I i t I � , - ,. " I I \ � 1� I 'L, -, � , � I I I
/ I I �; , ", / � / i i i I s � ;_���i�i;.�',:.,_� / / I I ,\ I . 1, �
I I � . , 2H� - / " _j " J i
,I � I ! � " i - - " " I ,,- 11 Ili - I I i, I " I � \ � I ) 'i i I 11 0
1 I—' I ; � _ - i �f % , , '.1 �, : "I / I � � / 'I 4, , � I I BE REMOVED I � I" \ " 1, � I'll \1 e / I t c / I !
I i - I � - _ ... ,", I - � I __ w, , / I i ,, / I , I EXISTING 15" PIPE TO -1, I \ 1_� , , �
" I , - __1 I - , , I, -I- _ ,, I 11 I / , , ,I i 1 i - , I , I /\ I Lij -
� , - , , __ � 1; i , . ,�, , � I
1, ; . I I , " I - "' , - - , - i", _11 -1 1-11, , / I- ; 1,1 il,',��ljl��Oi�:f.,M- , - ,_ t ; I " ,-.4
1 - , ", \ lk o 1, I : ,
. - % f � I - , io � I I 11 I
i . . � I -0 _c:
; - -11 __ , , %L I /1% I I I .
11 � _ - ,� - _,
I � I I I
�! i . I : I � . ,11", - - - , .1 � ,,'- 11 . I , ___ i / / / � ,- � - 1 I i 1, I \
11 I I � � - �� - - , , 1. 1, � - �� / I " / \ I � -, / � I , % \ �,,% 1, 1, - Li, I \ "", I I I i %,, i I I I -
!, 11 i I I ; -, "I ` -, / _� _-1 __ _11" I-, , I , " . . I , .1 \ "I i i, , I .,� I k1l � 1, I ii ; ; � U) C
I f N I i I I I i� 1, 1___ - - _1 - "I I , , _ �, �_ 1, � I . / , , , i s , I , 1, ' ,� " I I 11 ; ul 5 3:
. i � -, , � I . � I I / I " I , % \ , I i (f) Q
I I -_ , -1 - - - / I , , % ��, I , L\ I I ; I I
I ; , � " , � - - � � � \ I I , I ; j i /
," f, ll f 11, � I - - �. - _ , I I , I � - I �_ - _11 �, ... I , U)
,,, 1, , ", _ ---' " - , , _ - - ; � � ,_ I 1. � - , I � � � J4 1 i --i-F �� , \ � I _ % \ I, , ". " \ I , I I I f f I " f
, t , � I .
, � , I I I I X , 11 � I i
11 11 I� � - - - , ___ __' - __1 - ,_" i", ", ,� — 11 ., i I , I' - - / I/ I 1- I I . -1 " - / � i i ,I " - - I I � . ,1 C.) /I , , `i . � � , , 1, � I f i 11 - ,
I I 11 I I ; \ " - - , I I "I - 1, - L 1� �', - I I ". - I � I / 11 I ___ , 1 1 1. 11. I \ 1, .1 \ /1, " " . I I � � f, ! / CD 0)
. ; � _ -, I I , , , 11 , _ 11 / y I �, _ 1, i 1 I � -, , , I ,
- �, �
1-1 ,� , , I i, � ) I " � \ I � \ I I " � 11 I �_ ':
I
t'l , , " , 11 - � ! � � " '\ I p � I I I I :�,_ Y
� I � / I, __ I � - .. ... 11 I , i " j 11 / I __ ___ --- 11 I/ / , � , __ , ,� _� �
! I/ 1 11 '1� I " "� � - I" / ___ _ '_ .. ". I f 11 I � � I if , I \ U ) 0,5
� , I I - , Ii
I " l I 11 1, , / 1, ..... , _, I " �- / ".- � � ""I � I _111 - / l I � I ,Z, I i I � \ � i � I I � f 11 c" -
, , I � , I - K�� ,� , 'i \ , 'i ; � , , PROPOSED SAFETY F � " I I- I I / / . , i . I 11 - , -
� I __ , . , t ,�� T I � ;
i e : ; , � � � - 1, � �',' " / . - � / I �� , , ,� f ,
11 .. \1 � , 11 - - 11 I ii,- 1- �� � ___ - _11 �, / I , � Ill -1-i". X � , I I � I I 1�
, \ , " EN I / � I � f
I 11 ? � I I 11 ,,, - .1 I - I� .� // ,,, " _ .- - _ r ". I I . C I I i .1 I \ � I \ i I i I / I F
/ I , � - .... I __ " -.1 , " I ... -1 � -- I - '. - I l I I 1 5l, " JIN ) I \ I/ � "I I I � 0 z Li �
I 1, " /I I - \ 11 I '.1 - I i // I I � � ; , w
, � , � - G� A F � I I , , / i � � I � - V)
I , � , I il - - ---- ------ - � 1, ", , , 'I" / INSTALL SIGNS "WARI , ", I .. � I l 1 � I i
; 4 ; I / \ . I ./ , I , , - - 'I� I __�. - I � , , / I i / , ,/I - , "I -- I I
� - I I
I
i " � I , 1, I , " "I . ". , , iI, " I ... L. __ � . I 1, , ,�, 1. - I .. , � /I I . '. ,,/ I 1 '/ , / , . I i o I 0
,
i i I - �, / -- � ,_ / / / / Ili , " A / ,,� .� " 11 I / ,, - QUICK SAND, KEEP OUT" ,, 1, � I �.11 / , ;
i , I q . I " Iii "li , � - � v I . ; I , :7
I
; , I .1 � I " I ". I I ,1 1� - - ... - - I I / l I , �,� \ � I 'i",, , , � I/- - ___ // : i I I / � 1i
-
I i I - , , __ 1, 11 � ''," - � ,il / 11 I 1�11 ,� - - 1�, " I -_ "I" I / , ,; � - � � � � I I i , " I " "i- _ -------- ___ -.1 � I I I., I " _�,` � - , / 1, i I ! � � I I � ,I CD C
i ". . f ,/ I "I - ,,,, 1; i 11 l "I '. , �, , 11 I � _', , " / / i f , 11 i : 1 i I f I /I I ()
t I � . 'L I - ,i I I 1, ., , 1 i , / 11 ?� " I ,I 11 - / " " , . IiI " - z -
$ ; 1. / , ,, __ , I / , , - , ,/ / 11 ol 1- ___1 � � , / 11 , , / il ,._ I I/ / I , � f, � 1, I I I 11 '0
I-
. I __ e_,,, c, ,� / � , - / I I � i _. " - / I � 1/ I I I I - i
i , . , " / . � , �
� ; I , -1 j � I I / . I --- �,, " -9 - - .__ , � - , .... _ . / , - I I � I 1 , I, I '11- ___:� --- .:___ I - - - I I , 1� ,z , --i-, � , , I a- U C)
� 4i , , \ , 11 11 iz, , "I ix ", Z/ -, �, I/ i 90 w ce-
\ � , , , ,� I , I ,
� ,_
! � I , ; , ., I I il __ 11 - �, I - - , / -111, - / / V � i 11 I, , 11 _, , _= __�_ - � __ __ -1 'I, i� . ,., I / I I I - �, f y � / I Lj -
I I n , I - __ __-, _ , i; - ,- / " 1�, i, - I I � I � , � - ____1 -_ - I __ - , � � "I " I, * , ` - , / I i ,I I � ,I f I - 0
I � , I � - .. , / ,,, ,,, ,, �, __ .1-11 - _�_ - , , I - I I _., " , i I ,
. I" I __ ...... __i..,_.,_,_ -_ 1. , - i - . L . ... �. I/ I
� I . I I I / / .1 /I ___. , 1, I " � ", � I - � I _ ,; � " / I � -1 - I : - / ., � -
: - .... � , I I I - ,
: r I ii � I - � I / I/ l iil ." 1. - I / � , . /( _ � 11 ". ""I - ,
I 11 � , �, ; ce � I ,� - I/ 1. , ", - - I - .1 .11--.- ,�. - I � , I _ -- " ,,, - -ii-- . , -, --- I ,i, .,. I'+ -1 -_ " 'l, , I � I � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
i I 1, \ \ " " ",I " _� i , , I / - �� - 1- I � � �, �,,`� .1 , I , � y " I � 1, ., " - � , I � U) n
. I � , / l , I, I , ... __,�, I ',,� - I— __, I -- � 11 i ; I �
I , I � , I z , � - -, , , . " -1- __ - - I I , / / \ - , , , I ` -, ,I�_ -1 1; � / I 'I I�, � __ -- ��_'_ __ -_ _'� � ", I / -1 / I e � I . 11 . Z -
; 1 , , \ '_ - / , " ____ .� I I- � � -_ � � 11 �/ - a , __ - I I " I ', 1- ," �, ., ,
� � " I `,. � ____ _ -1. I �� 1 ,1 I " z _1 1)�., / � - _ " , , � i I", __1 ,� i _, I 11 , , - -I.--- � , - " " , I --- - I �, III 11 ,_ ", /
I
I , " - 1, I i " / ", 1� " __._ � I , il [ I I /"/ I, ;1 . , /, / , - ll I I
I ;1 ,� " 1. I / / ,` �1 I - , 1, - - 11 Ji I, I.", _ � I / I , .... I - / I 11 I / , I / I " i/ I cl,� �� _.- 11 'i I � __ . � --- , ____.. i, --' "', "I'li 17 -, I, . - , '11- --- 11� ".", . � l ,/ � " ; y / ." U) ��j (1)
f f � , ., ", � il , 1.� 11 1111� I ii, - I -1 ..... - , , " I �, \ �. 'I, , / / /I Ii. I � , � �,I/ / / ii / e / / i " 11 x - g 11 ." " I - �. - __ __ __ ,--- - - - " ", -% -
� i " % , \ I , , / p , - - I \ 'i, , / / , ,` '" , . , -, I 11 - .i , I _j U)
I I I 11 , il /, , / , - ------ - \,. I I 11 I " � / I � /Z/ ", , �� " - - � - - - � � ---- I I
. I 1. ,,, /L ,�. " / . I 11 - �- � �, - I _-.1-11- I- i ill I", / � " � I I ,.i* "I - _11 -_ 11 I , I/ I I Ill --- 0 _1 ,
� i i f i I., I -, , -,,*' I / " .1', l "I / , " " - :� � � % I /,, __,_ .,___1 1. I/ " I _ i 1/1 'III , ! ! I I 1 1 I "� � - - I f / - _ _-1-1 .-- _`-, Ii,_ - - ','� l, I, ".1 ,__ "' , I ""I, , ", � If - 0
" , ,� I --11 ... I .. , 1. i .� r - 1�. / / ; I I ; , / � I- ; '' ", ,,� - � - , I _ � "I ,�,I I I / _j ()
I , � / : �f , 0
/ ! j I -1 I � . il ,� I/ � I If I . , , 1, � / - I , , , / i , ��, I . . , , � - _ - , , /1, ,. '1� ,� / � / � - � k.) (
f , I I � . 1, -, , ; 1, , � i I. - .1, I ,� i ,, . i . 11 I I 'i LT FE!j - I .... ... I -1 " " I I ,� -I �,/ 1� "I � . /I -)
i - � I" �_ - , " - , I I / '. �, � 4 1 , I � - - , / / i '! I / I I 11 / � I , i ,I ", �i /!, I I / - ,� / ` 11 , "I , I , I P --q T
� ! / i i i 1 , - , 'L, I - , III , �, , "I I, ----- - ,'I, / I ; , --' -1 I � 11 *1 --- ", - -1- / i'll I I / / _-1 � I I I i � f i / ,� ;1 � I . / � ! ; , i ,41 1 l <� I PROPOSED SI --.:-: , '_ � , , "I -, � , �_ , -
� i -, _ � - 1- 11 - - 1_,� � ii, I/I 'l, �,.",,,, "I / 11 I � _ - I - ____ __ _1 I Ill "Ilr I \ I �, 'I", - ___ ____ " - - ,.,,, 11 _ , 11 I / . i - 11 1, 1, I i � � "', 1- I ` "Ill' , I ii�, / � ,; 1 I 1, " t; : il . i f i, ,,,, 1 , , / �- _ _� I" I. - - � 11 I �l " 11 ,- - i., I " le ,/ ./ / , "I I i / / I / I w 0 - 0 �
" I , i �I,` I I , � I 11 _ I - \, �, ., I I , " / I / / I i I / ", � ; - ' '_ / I -0
I " I �, I _ " - � I 1, ,� / 'I" 4/ . � / - -- , , 1, �, . , - - I ", " I I, i I , - ." 1i I � I 11 I . i i/ I - - , " ,. , " - 1-1 . , ", / / 11 / >1
, I � ! � __ ,- - I - - � ,, , I 1, I � i ��M I I i 1� i, __ 11 I I I, ; 11 , II '? / ) -) �1 -, '/ -, " 'I'l-I "__ - / _r
i , , : �, � 11� I", 1," ,11 " I / / I , , - �i � I ", I I i i J/ / / / ; �,�_ / , 1 _� -- I , , ,", , -
I , ; %,.� % I.."/ " � Ill " I - I / I i I / / 1 (Typ , - I
l; / ; - - � / 11 __ .---- , � � - - . 1, I i , I -, � I il ,,, ,
�, I I � I - / _ I 1. -1, .", - - . .1 I 4 i f I I " � I � , 1� I � __ I I "I ,- 1, � , I , � f / � c
:, , ; I - I ,� -i'lP I 'ei / ill �', _ I ; , f , / .... ... � _., , 11 � I - _ I I - - � / / , __ ) i � , i _ , I ./ I I/ 11 i I I, 11 11 I -11., - - _ , 1, ,, I , �', / I _1 2 Lij
I I - I I - � , - / I I � I ., I I I I I I - _11 - ,ill 1, - ; " ,- I .� I ry- �_
/ � I, �, I, I I I �', I I _.-�_, ___. � - I 9, 1, __ I 11 I I / II 1, I ", I /" " 11 , 11 f ill , / 11 I i " t i , ; , I " -, - I ", '. "� I "� I " ,/I / I �i � U
/ . I _ .. I i, I � . , ''I / , , -1, / f � I I i � i'l , / I 1, I / ! � i f, / ( � � � I , I , - " ., � ,� " a)
I , , ! " I � ,,i � - I " I " I I _ � i, /I / P 11 � i � ! I / � "I" ., " - .- , ', " , /" .
11 , _1 ", - , ______1 - , ... �;� " - - ��'__ - - - ''I 11 II' , l , 1, ; I i I I , � � I I/ , , , _'. /
. / 4 � . ___ I "I I / I/ 11 / " �� .- , , ', - ----- ;4._� ... -- \ ", 1,I � i,, � / __ - � I j i � i ! ! - I , . I I -�, I / � ; I � � , I ; I � , : I I �I , __ - .,i .1 11 " ii/ �
I.. I -1-1 � / , , - ii 11 � / I - I - / , , , I , � �� � . ! 1 / " ; , i I " �_� ", I r 0-6
1 � ? I , 11 c 1, , __ I / " ", , � 1-1- I ! i - I" I \,_� -, . , , L, 11 I I - -, - -I � If / � 'I- I .- ,\, __', l j I ; I ,11� , � , I f / / ", / , I/ �, -1 �, I I I . . ) ! , � , -- _� " "' II , I " ,", I ./ / / " � c:
, / f I" �,i;� ,, /i, �, � - I ( . i, I - I 1; / , / / 1, \ 1, / /I / / / " � / / i i I , , " " .-I" , ,,, �', ,,� I , - ` I, / I/ 0
1 , I � I I � , -1 - I , I , � , , I \ 1, I I I I � I i ) I I , �, I- " �� " - , I I il 11
/ ,�, 1 4 1___� , / . . �', , I I I _1/ I , �.� 'l j O� 0
/ A ,� ,,i, , /
11 I I - I I - i" I � ! I // "I I I / I I I I I I I . I il I , " , " - � , I
� ,, 1� I , I I ,Ii " i
" , I I , � j i , / "I I , , C - i / j I � i, / ' � , /_� ,11 , I . 0- �6
; I I I I 1�l � _ I 1 /` " �, �, ___ i I /I 1, .. � , ", ,� , " .___ __ --- � -------- ______ _-1 " _l/ . I ! , I / I I I /I - .1 � , , / "' "I _',
I � � — - _ " \, \ / , " I "I I j ; f 11 , � � Ii 4' 1 , ,. ,�, I I ` I I, / ,` -
I ; . , . - j I I / / l / .1 I,- "i".. _ -, I � ,AN!�� 1 � ", ,� I *1�1_ " I'll, �, , -,-' - - __ , I : I I � / / I i/ . / i , , I I " , I "I , I , <
! 11 1. I __--- � � , ,� 1 l ; � 11, s, - ___., ,---' - - _" / I ! i , / I I / I I � _N � I , � / " I - I., ""I . 1l, ,l' - I /
I I "I 11, . I I ! r ii� \ -, 1. I - / I I � "I . I ; I I I I , I / I , / / I I I �, � ,-, ,�, ,", / __ 11 / 11 r Q) .2
-
11 i ! 11 ,,, 1, -, ,, ---,---. - ---- I— / ,� ii� I , / , "I - , . I � I .; , - ___ ,� I , I " - - /Ili / � 1 / / , I � 1, I �, ___ f / /I , ff �� ,1 I/ : I i , / "_.1 -1 i. � I PROPOSED S1 T FENCE /01 i " , �, I I , I -- "11-1 ,.I- "/ " � ""I �, / I 0 .> -0
", I I I 11 I / -, , ! 11 / 1, � i I r 1, I - ------ � � i , / />_1 , i , - , "� I- �1, �,�, "" `11�\ ____ ____ I I/ I 1, 1. l, . 1, 11 . i / / i/ 1 / , , I/ / i /", / I, / (TYP.) . j lo , ,� ," , 'i, - I/ 'I ,,-,- _, " ",, � � I I IiI., ", / 11 // 0 w
11 I 11 , I - / I I / - ! , I 1� , . , - . " , � � . I j / / i / / "I, , " , � � , I "" . , I -
I � ; � � I-', 'I f I I I I , I I I � I.", ,,� I - � , --1- _ / / I "I � I l, 1, \ - /? I � , "', I I , .1 Q� � , 1 i ,; //, � , 'I ,� -.1 �i ,I� , I
,
- -1 � - I_ / i/ , I i 1, 11 ; I I I I � ! I , I / 1i 11 I, I � / / � � � " / " ,� I /i, " "I -, / � 'i / "I
/ ; - I- / -, I � ,,-- / _��, �-__ - I , 1, / / I f i I / if 1k , I ,, ", 1 , I / . I / 0 1) c
I I ... I � I � __ 1, -1 1, � 'L ____, - _ I � I I __� t / I, ,� , � "I/ , I'll . / / ", �, , " . 0
; � f ,I I _ .. 11 1, / � , F _ .- I 1. � .- .1, . --- -- 1-1, I, � I I // / " i" / I / � f ( I ,,, / , , , 1, ll iI � . / 1� I Z,� � I -, , " ' , I , /, x - 0 0
� � . - / 11 I__ I � , , __ � � -- - - 1, 1, 1-1- ---- 1-1 - --- I , - - � / / I Ji / i \ I \ , \ 11 11 ,- " ," I � � � " / ! i I . f " i , " /"il, , I "' , - , x L�,-
� � / i , III ,. I'll, - 11 ." , I -1 �, I � ,ii , " , , ,
; : ! I f I -1, ___ I 1-1--_ . , 'X 11 I '. , , I I ,l // .1 , 1-- "I I � �, , 11 �, "'L - `11�_ / . / II " I , , ,� , U-
� I-' I __ _ "I , _,_ - I _1 , , /
� _. � I I 11 11, I � � I , I f �, .1 ; ; � , I I, , 11� ". .".1 _4 'i / ! .1 I / I "I" �' '. I -_1 1 / .11 Q) (-)
_��]��:�� I I ,,, \ � I 11 I I I I , I , - , , , � ,
/ y . 11, . . " ,_ "�', , "", " I�. I . " D
__
I � I .11 I - �- � - _;_K.��X I , I , "' - -I-,- ,__ I � I ." ! / I / I iI I I I 1 / ." . / , ,� -- ", , - I 11 I / I/ � � ... "I ,". ,,I .", I / 1/ 11 / N �
. I �' I - _ - '\- �. -1. I_- 11 .1 , .... -
I i i � 'I, � I , / , : , -_ , - __ . " 11 � ) I I Y � ,,� _1
I I � : . � /'l - . 1 , I - -,-.I-- 11- , - , _,"; _ - � 1- .___ _-1 I I I I ____ I I / f/ ,/ I , " I , I 1. ��, , " , " " - �',� 0
11 . I 3 I "I � / / 1, "I I � / "r, / , - I ",, - 1, I � ./ � I i "l ,__1 ,�, � (1)
� � ; , � -1 __ "' , 4/ / " 'I, - I I ", 11 i - �),, - � -1 - , I - - - — I , 'i,1 I . " \ ., � 11 I I I I i / ,� ,/ . I , ,f, I I I , "':,1- - . - _', I I , I .� , I- "I, " l
i I I i -, __ " -,- _ 11 , - , 'I- I- � / I I I ,i%� , \ \ I - , / � ;! i p I I ir l' ir " , , j I / : ,� i i,/ , " " . "I, ', ,,_ _ l I I , 1 l ill ,, -
� I . , / I / ii , i 11 , I I , f� -, . ___._ " / / /
� -- , , ", , 1� ,,,,, - ,� -
� I � __ , " I -]U I- , ,` I I � I , - I/ / ��/�, *� / - "I i- ,1 I , , , I �, 11 :�, co
� _ . I / I, I �', 11 il, � t< - , " I ,\ - - , _ - � --1 I 11 , " I i ; i �� , I , I" , 11 ; ,� / I i , 1 / : 1 ; , .� ,,, ,, �I' i / " -, �,`, _� " � `_ - I I I / I/ / . /� I ii �, Ir I
i , - - , I I � . � I - ,
I
� - I , � �
/ 1� - i: - - I- - � - '. 1, l_- � - -",- I , / I , __ � f "I / � , _�`
; I . Z " 11 'I, " � � I - � 11 \ 131,0, _,,,_ - - i, , _. I-_ , - I f / \ 11 1, _ , , / 1 1 � ) , 4 I � - , ` ,, ,, I � _ -,' i 1 c
� I � , - � , / i / 11 I- - __ 3�) � il", - _ 1- , _____ I , f�� "': __1 "I, , , , - I / ,
i - ' - -, , � - - � ,tz, -I-, --- I—_ I I, � _ -1 -- -1.1- I— .. � 11 -I I 1, , , I " � , "/ , , ", " "I" 'i - , - - �, __ __ " . "I
I I � 1� , j I � i I , , � - _ -- e . I I. � / ? 0
1 i il I - " , i "I � 1, �ii " I ,/ I I (� �' - - , 1, - - __11 11 <1 � I � I _ r / I f � I , , , ; 1'.� I / 'i . , , " , � 11 / / � - , I , I / � ,1
I i I ; - I , " I . - il i, I I � / ,_ I ,� I __ -1 11 ",
. � i I 1. \ - , / I / . - , ,` -, - - �' -c -"-, � - __ - , - - �, , . " / I - . o o / ;, O-) ,� I " ,� , I - ,. " - . / � � I I 1, ,� I
I � � I .- ; , / /I - - , �� 1- - -Irl-11" - 11, � - - - - - I 1, 11 I , " � , � , - ', �, � - - .1 .1 , `/ !
� I I "I I I _ , i I I I/ , / - - /I - �,';�� -, '_ -1 " 1- I / "I -, ,I I q I I / / I " / I I � I I . " i � I , � , i /I . I f I / I ,x 11 '/ I I I "I", C)
I
% � I i - , / '. - - , , -11--, I I I \ \� 11 . I , , � , " I f " 1� 11 ,, / , , , ,; � � , I ,,* � � I � ' I / ,/ / 'I, " � , x I / I ", , - ",', // i 0
i -1 I 1� l � 1� -- - - -11-
I � - I 1, �, .1 I .",._ ,-i' _ I , /_ �,"W` " _��, _,", _ - "" I . �� " , ", 1�4_1 Ir, / , Ili r , . / � I, / e / / i , iii,J, " , , / / '' " ED PERMANENT DIVERSION I I ! / I I " I , uj
I I I � _/ , , � , - 11�, , I � , / � I I I � / , , 1, , I PROPOS I J, , p 11 , -l"', 0
/ � I �� I I _i�s�i�_:� , --- - - ----- -- I . , It I /I ;., � __j
.1 11 - -_ I 11, - \ 1, I I / I I , 11 1'1� I // / ll / � I/ � ; / " / / I / ,,, ,,, " I I, , � 11 , , I' " " I," " / I �", .�, / .11; �_ U) -
i I � I - z i`3 'I i/ I /I �, ...., � / 1, - __ ", - -1, " _�, i- - __ , - , , I - __ - � _ ___ / I __ - / / / / , � , SEE S-3 FOR DETAILS ,/ 11 I I I _ , I i 11 u - -
i ; 11, � - �,, i" � , �: - - 11 1 /4/ / ,,, � ex / , � i, �, 1 - -0
I , -_ I
/ ; ! I _ -1 ..... . I c, , I / , I , 1, - 0� , I-- - " , � \ - __ 1-11 ., ,,, I 11 I - / 11 I , ', I I l , � . / I , - 1 / , , , , , - , t I , /I ,, --- l, I ,� 11 , �",
I . __ I '. I, - I �� 'R_ - , 11, - -_ __ _
I I � 1� I - L - -- I, I , � " " I � I , , .1 I ."
I . I , / I �, � I , " , __1 - ,� \ , - � "I , I I I � - il i ! I I' , , ,/ ,,, � . , , - I I � , . I , / -, I,/ , �, I � �_ C
'. , � I I
� ", l; 11 " / - " I � � _1 _11 - ,-, , , I "" , . , "" ' -, !," � , I I " " , / / I . I / i/ , I -1 --1. - . i / i / - I u 0) Q)
/� _� .1 / I
� I— I I , � — I � � - _1 - I - - - 'L . 1. I I .1 '. , I /I ", I . I, 11 I I I I 11 I . I � / i I / / il * , , f , I :, " 11 " '1-1_111 � I _ i I/ / I / / I/ - I , ii ii I � I I 1. �, , ". Lu -
I , , _ -- , \ , 1 � / ,/ ') i f " .� I I - 1- 1. ; , ,,, ,,� I 'I'l �, -
�, - ,l ""I ,,� ::,.--.,-- _-11, � I , , �, �', , ,- 'I, -- - ----- -- __-, ,. .___-.1' I I- , 11 I 1, \ 1, _ I / / ,
�' I i IL -, - I � _-, "I � - J � _,", ' I , , - .. -1 " - I - - , , '. - , , � - \ 1/1 . I/ ; '\ � ', � ,\ " ___1 � I I I , , / I/ ('111 / i / i "', , , / , , -, , ,,,� ,/ ,/ , ,- , i " ,� , , - / , "", i_
/ I i � I � "'� \ ; - F
I � � I t � _ , " / ,I I I " , ,� - - , � - .. 11 . I ,!� � ", ____�, \ I , , - I 1. I I I � ,. - I /I " � / � I I I / I I � , I / , // , , / / � � "" I - _. � - �n
l ; ; I I -, - , " , / , ,` ,
--
I 4 � ___ I� il / I / I li / _` ., / , _,_, ,- I :. _ -1- I- _-, ... �, I , ., I/ I I ,` �. � , I I , . . // , " ,il "i", ----- -- _1 I � I I , I" ,� , 1, I Lli E TL
I ; I " . ,� � , I x / - I , , � .- _ .11 _ � , 11 1� � \ � � , - , I z I , ; 11 \ , ,� , I / 11 i I" , / i � ; I . - - I I , i I I i / , ,� / , I , , , , I � � � - I ", - - , il I I , 1 :3 F
- I 1, _1 � I 1. - , � 1. - - f - I" � 1\ %, \ , / I I I I " �� / / � / .z ", , ilb I , I I , , -
, , ! I \ _ 1. , I ; I � il
.
1 4, 1 / 11 f / X 11 � I ! " / / �' I e , I // 11
� I . - _ � ". I , " I -1- I, " - ", I �, 11 "I I I I I I � X / /.I " - I I I I � , , , �� _ -
I � o I - I I / I l I / ,� - , __ � . I " 'I'll - .. - - � - , . -- � _ ... I.- -_ , i 1, I " " , �l I / � , . � . I - �/ _` I" 11 ,, ,. , , I" I, I I -
; i � f i I / - I fi 11 I , - I, I -_ � , � ---,. __ - � ... ... � " 1, 1, - I , ", " __-11 � I % 11 , , 1, i I/ " ,� __ -- I / '. -, "" - , I 0 Lu u
I � - I I / __4' / I, I , � \ - ___ - " , , / l., - , I
. ; 11 , � ii, ,- / _ " , , � , I
, 11 - I ? / / � f - I / � . - -
i i 1 , � , - -, . iA i, ,` I i
! � I , /I It- " I � ., I I I � -11 , I I � I, - \111, I , / " i, , I . , I il � I ". i . , I/ I I � ! - - i / " 0� z: 0
i I, t : / - - � , , I z I I -.1, � F / , " ," 7 / . , , 11. __ __ _�i� ------ I I I � �� - �, � I � I �, I / i i" I 11 � I 'i ,, ,i/ , I ll I i ; IV "I , � - "I � / , " 1 I I I I i I I / , , / I �I " I .11 I , '.1 , / iI � I � I I— , / / / z /, / " "'� I— "' " CL ul) -u -
I I f _'. � / �'., I 'I, � I e i I I / , 11! � , / // " / .. "I - 0
. �� f I �, , - . � I " ./ , -I' i4 . I - � __ � 11 " . , ", / I I I, I" L � � . "I / I / I/ ,/" 11 � I i I � � / I i, , , I V., " , , � , , /// / I � � , I "I 1� , ' _0 E
I .
f � ,� I i i k � I 11 " , -, __ i, " , I e �, III , // , " __ I I � � I 1, __13 ___ I" 1% - , I I � , I " ,,.,,- __ , I **1�111 II, I 11 I - ,," / * , / ", if , /I 11 I '11-1 �� / ,;, " "I I - I", -
I L , , �, , / l I / 11 I _-, _ , 1-11 -- ---- - -1-1, _ _ ----- I � ,, " � 1, % � - 'i I � -1. - - I , I , I I I- /, /I c , , " I i., . � , li� I, ," I , -, I I , " , I I .1 ,
I
, . I - I 1- I - I I / ,-,� " , / f / , � f 1, I ,` 11 1- ,_ , " 1, // il / 11 / � ., � ,,- JOB NO. - �
I
e � I / -11 .... i-11, , j 1i I " /� , - � I 11- --z- - - , .-" " I / I", / ,/ / I _i�l , j i ! " (,:, /I , , _
I ,
11 I I i i I, � - - 1- - � ," . I/ 1 l' " "" , ` // _i, - . � 11 � I , I . ,�� I _-, � , , IiI, 1_1 I / � \ �� ,� I " ,i, .,.I�l I I :1 11 " , ,.-'*' I , -, � � ;, ,,I , , � 11 / I _ i ,/ I , I "I ,`
� - , -, - I \ , , I I 11 / x / il , " , I I i , / 1i / I " i, I _ "' , I I
. � i / I I I cr� 1 ,Ii- -, , ,, I 11 4 - I I - -, I I , , I Ir ___ . " \ � Z , , , I ff '. " v I I, ". I
I
7 � i I .11 I -�, - " I I , - " I �I " . �\ ,� I � 11 I 1� I � I I __ 1, ..., I / ill j / I " / � .1 ,, I if .1 , � " I ," I /' 1, 11 , ` I I // / 1 I, � I -, � __ , / , I " / , , I "I 'I" . 0 :D
1 11 � . I � I i i ; - - - I I 11 / " / / " � , ,_ � i � � � 1 I 14 1, , - - -1 - I � _,_ - - - - � � I -, _ � � , I'- ," _." , __ ii t I I., � � " / I / ,,,, / / I` , I . I , I - il / I I 1. '
1 I I I i f -1- --- - " , // � I , - I /�Ii / / . -1, '11. __ _1 � I - , " ,� � I " " i� - \ ,,� t)i / I � / , ., I / , I : I I I, R' HIC-SCALE
. -, � l - , 1-1-1, - � - I \ I, al ,,,, _ 1, I � , , / � / 1 1 5 -0
I I I _ -1 --- �/ I . I l � / , i, ��, - 1. - I -11. -, ,�, , �� .. \, , I/ " 11 _ / I lr �, I I'.' / I 11 / ,;' / / , I" ", i G AP 112066
i1pi i i � ; � _ / I / , _5 il, � ", "." , , �� ._ .... "I" 11 __, ., � - I /' I/ I I � ,/ il"', 4 / , 1��, I I _\1 I � , I. I Iff ,/� i'll"i"',/1 , - " " l, , "'I"", _,,, / ,,, ,/ I i I � /11 'i, / 0
; i I . 11 / I I ." (:b, 1, "I / " - I., 11, "I - ,,,, � 11 "� -, ." I I, 1, I , Ii l / , / I / , ,-, 11
I � -1 I � - --11 � i I � - - I , . � , I , , I , 'r -
! � ,,, � i L I __ . ,� , ,� ". - I I , __ ,�, , 1, I, " I/ / , , , f 'i /I / "
I- I , / I ," . , �
i I I � I " I I � I _ . I I, I � - , 1, � 1'�� 1� / � I � 1 1 * I / , / I 11j, i "I'll''i" , 'I I U) q)
,
I 11 I I - .�
� � ; . ". � 11 I I
, ; , I - " I .- -,�,i,, ,I". , cn >
� i �1_1 I .1, ,ii , " , . ,�`_ , 1, � - ,, I I, . , � ,/ 1-11 � \ , _., (f , I �� ,� � � I Il I � , z / i, � �, / , , I I " 0 1 .
� I - 11 - �, "", ,:,� I" 1, I - ,. 1, - / � - � I I , . � ; I` ov � 0 U)
I � I f I / , �� � ,� / "'., ", , , /, I " � " ,,,� , - _ \ ., -_ ." - "' �� - ,_ 1. 11- � I " I I �- � , �, I I / , I f , , � I i " I , "I/ , , " " 1� , , / " l" / 6
,. I I id 1� - _' � 1.1, - ,- "' / / ',,, - I/ / � , . , � � , I, - � - , '��z - 1\ � � I , N i__1___ - "', , i/ / / i, I / -/1,il'11/.,i.i , /� 'I, / I "', I I I I , - - I, / " f/ 11 � , ,. I 0 " 120 240
� 11. I
I � I 11 i ] I I ; I 11 I ,., I � I " �� , I , ,/ . I" "I , __ . � � , , , \ -i, - I, " , , / "�' 6
� , � I , �I I I . - �, , I , I � I , I i I .11 � "i ii ", i I , , / I . i , I /I I -0 n
I , I, 1, I, I- - . I I / '. I , , ", I '/, , , � ,,I - ____ -
: I I . i � I , � , I - -, , I/ 'I " � 1. 1, � 1. 11 I � , 1, , - � , � \ - - \ --, - -, - � � / - � '4 " � , " -.-, , I,l " , , I i__ l 1 / 11 ,,, , I / /"�l' I L 'l/f,1 i ; , ,, - - I � �, , I - [:� --l11111111111
_-
o I . : I ' � , I I' , I .__ I � -1 _11-1- . - . � I -1-11 ----- 1-1- --- �- , � I, -A I I , . / / ,` 'i,, x . _/ , SCALE
I I , � I 11 I I .
I ; ! . i, -_ .., 4/ � , _� I / / I I - I , I - I , - I-, / / 11 - 'l 1�' al , / I I,1 , ,�O i , , , / , . , I �,�'. _11- 1. , / , , _ ,
I 1, I f Ji 11-1 , " , / -I,- , / , /� .� 1. ____ " -_ - I, I "\ \1, I -1 __ -1-1. ___ _ I - I \ III , , " / , i/ I -1 � I / llm, , � / ... _11
I/ I : I , I , . , , � ,
I I I � / __ , / � -, I __ I I" � 1, - ., 11, � I 'i, , � i , i � I . / / "" / 1, I 1-1 _
, , � , / , 'I-- I 0 C
__ � - I , u
-, � I . - , , I � _... .. . " -_ n , I �q "" , ...... , , , I I , , / , , / / i ) I , . --- - E
� / I / 4 I I I I i I , I I/ � �, '. � I � - _ I , - - __ - , I _ iI I, " - , , . . / jiiiiiiiiiiiiiiiii - if
I . I , I / , " , ,.� , , __ - I . , 1, I ' - 11 , 1, l "i" - - , , � , ", , e ;/ , ,,, / , I � 11 I 1 , ", - - , I / 11
� � I "I , 11 I I I - ' � , I � I 1 " . I ' , / I , I , I " I I . -
- 4�11��, 1
1 ii�L
�
I
I
I I \
i I "I I I "I � V/ / � . / � , / 1, � ,
; -_ � � ---- �i_ .,� " , I I = 60'
,�, / r . I . - - ------- -1- , v /� , I / '. .- - - -,. '11, I 1, - , " � L, _11 I , " \ - i�, I * 1 " :i I �� 1
- � ; i -1 I , , �� -1 11 � I I � , , I 1, � I / � . ,� , � I � , , I " , .4 � il / I �',� "I', I " / ... -, I ! ,� � ", ,"I (0 -
,
, 11 I I � - 11, I , ,- , ,- , ", -11, 1.11I.- . � I " 11, 1�, , I , I',, , " ..... ___. ill �, ,." I "I ,� �,e �/ // / ", , ii /
'i � I_i,� , I ,. , I - - _ , __ / � �,,, I ,
I_i, " " , II
� I � I ! - - � � �. - - - , \� _ . - . 1, / / � , /,/ " I , , 1/1, , � / � I
, I I � I - __ --- I— � I 1, , . ___ I I ", "", "I 1. I'll I .1 - I ,. ,i\, " 1 j I I I 11 . , 'i" , � ." I I` � ,. / 11 � / 1 / "�
r � � 11 ; 1, - , - - \1 �, 'i ,_ � I / / I / , " , , � , � � 11 I .� , S-
; � - I -1 - " , I ,-, , - �,,, , - _ ., -- , - , I I I ", . �� I / - Q)
j ; _ � I I , , � I - - , \ , _11y \ e I 11 �, 1, ". -_ __ I - - I " I - / / 11 I / 11 " , 11 , " / -, �., " 0
/ I � f , - I I / /,,I I , I - - V , \ '** - -_ � ... I,----- I , - I - , I ,kT, I � / , " , - - / N
/ I , /____ , ' " "I / I "I I I / � . 11, � , I , /
/ I/ // "I 11 ; � - � I __`1 �', � C);, "I I I / ", "" I __1 ___ -_11-11 I ... 11� -1, - I I -11. I I " , I � �. , I I-- 1-1- .1--- .11 i , __ - � , _� / - / , ,I " , - - I -- - -, , . / ( I FgET )
,, 1� I Ili� -_ I I , V/ / I / , - i", ,lI , I � 11 >
I "I , "I 11 Z I ; � , _ \� I i � ,` -1 --11- - I., __ 11�_ I I , . I, , , ,� - ,, , � I \ 11--l-I � _�, - ------- - _____ . 11 , - " 1, /_ X / i I" , / " I , / " I I II / �, I 1� I "I, "i, , ,,�, , -, I I � I � � / ,� , / 11" I "I I/ 0- Q
, I � I I .1 1. 1, I" I� ' . . - I I �, _/` ".9 I I "I I , � i � I
, I I �, - I A I � ,
. .. � I � - ""I z / / � 'I - 1, � � I I ----- -- 1-1- � . ....... �� I .1 -- - -"- , � p, /, / " / // il ", / ,- � -'/- / 1 ch = 6b ft. / SHEET NO. 0
1 r , I i , � I - - - , � ,I�_ � L" - _, --- 1 .1 - I. / / ." /I 1 11 1. /i,i, - I ii �,"", , -, , I
- , I . .1 'I P� 11, , `�- rilii// -
.
1 - - " "I , / I i / ii I __ - -, . , \ 1� '' I I I �- III, 1* 11 I I I , a_ I . .., , " . , � I
� ." -11 - ... � I/
I � , ; I I I � , - I : 2 , �.�, , _ . , , �
�� ,� / v ;r �, I " / i I f 11 , I -, \ ` 'i" ,,/ , // I /� / 11 , ��,I - " I, , , i, �, I 1, I I . \,, " - \ _ - -, I - _ , I il �i� / I/ / �1 , , I . "I 11 I � 1. .. �, � ", � / " , I " ,�, , �� 11 � "I "l ; ! I I/ ,�Ia I
" I q ,I 2 . --- 11 I 11-1-1-1 -11-1 �, - ." 1� � ,� , , ,� � I � ... _ , � � — -M �� &�� I I - "i- I'll .1 , I , / I I I I � ,,, , . i I/ I III - ". " I; " ! � j I Q) u'
/ ,I I 11 - � I/ I . I / , � - , _1 11 - - - ", � ... � I " \ , ; " - ____ - __ .. _1 - I I f I L I , , � � - " I I ; -
, , , i! 1. I " i , 11 � _, __ I ' � , 11, I , I �--, \ - � ,, - I—- , ' / , \ , I�_ .,I1 �', / /I, , , ", " "I , I ,ii, , I ", " I- / _ __ i . / / ,I I i /I - -3 V)
11 "I I � , ,� 1, , I I- � - I,-,,,,- I - - I- I , j ; \1 " 11, -111 I -- " � ,\ 1-1 , - , I 11 / I I - _� I L "I I/ " �,/��/ ,� �1, /2 / "I I � I- " " _ I i / / I � , ,. ESC G) 0
1 1 1 1 . - A I / , � / . ------- - - -C
I 1. " / f I � / , � ,,.,,, " I'l \ I , // / I I i 111 . / " . " " � � I .1.1 , , - , I 1, � , - "I , 1, 1, " 11 � - --- ... I I- � _____ _.- - - ", / , I - I I �'. , �, I -11 I , ,Ii 11 ,�� / , � "I . f : " , _ _ , -1 -i-
, , 11 ,� 1 - i ': ,/ , � � . - - , _ ." -1, " "I , " /1 , . 1:,� I , , l . ,� I i- "I I z I I / �
/ I I . . 1, I , I - - , _ . / " , ,� / I I , I -1 - / - I / F-- 3:
1 I, I , " / ,." "I If I 11 - _. I �� I" .- I I i / ,I " , -11 _ - - I - - � I � 11 - .. ..... �1'7 _ - - - /I I I I'll /I �, / . " � , , I , 11 "I , " "i" I � 11 / - / I
" I i 'i I / I "r ll � __ � --- -- --- � - I - � I'� n I 1� %� I � � __ � i I . 21 11 �
. , - - � I 11 _ _;�'9-, - _, 11 � I � I I � _1 I I - - . i � i - I
/ i I .1� " , I I 11 - "I I , / � , - -1 - - 1, I I 11 . � � 11 � _ � ---- " - - ,- -,- / , I - , � I l �, �� __111 � � I I I - - __ , - . 11
I-
� , - �
I I I , ,/ I I, I " 11 - I - I - , I -� - - --------- - --------- - - - __ -_ , -1- , '�if/ "" 1, / i " I/ , � _� ", 1-1 "' , , -
I � "" , � I ,� iy, - , / i� 1�
1, I 'I, ., " ,,, , I - --- ----- ______,.\,___ � � 'I �', " I
L_ - z — :?�/ ,/I — - I . 111. - " - 11 I �� , , / I 1, " ,— __
SEDIMENT BASIN SB -2
SCALE- -1 "=20'
. . ........ . . ..... ..
....... .. .
A
7
T!
-A
i
PRO 10 E D
p
j
41
z
?
X
j
i 1 �11V, i I!
"A
X
-j /
Z
,4'
PRO P - us
� ED,50' GRASS LXE D
,rM E R PE. N 0 Y 2'ILL-WNY WEIRj
WO,; I" SI DE, S L 0 P E -S - CREST
ELEV TibN =Z584.0
C:)
P_
1jN-G: -15' - -'C
L
"j C0
_EXISTING 48 RCP= RiSER
-A TEL EV.
_Z.
-v
Y.
I TING 24" RCP BAR
A A
SAND REP
E OUTCET PR CTION
S NEC:C RY. VDOT
A
Z 'CL. IjEC I RIPRAP
E
GEOTEXTILE
_,'_�U N D ER LA E
45' 3.6'
9 "; W=7
Sediment Basin #2 Design
U-1
. .........
27,59
2r' WITHOUT
SPILLWAf
drainage area (acres)
DESIGN HIGH WATER
basin volume(using 2'contour intervals)
I '/.A F.",
25 - YR- STORO ELM)
Is:
elevaltion (ft) area (sf.),
elevation (ft) contour area (sf)
volume (cy)
C'y"),
576.00 5310.7
0
DRY 5 FOPACE
577,00 14610.7
354,7
174,1 ;1
ORA
RN STOCE
578,00 18040.9
958.2
MY'
0
t_j
<
Ln
Z
LU
580,00 20332.2
2378,6
WET -STORAGE
WET STORAGE
0
U
582.00 22714.7
3972.1
(EXCAVVED)
FILMR, aohi M HAL
Gw"a
wet storage:
584.00 25206,O
5746,2
CLEANOUT FVW
i Z&TER CLOTH
ORIGINAL
GROUND
1977
SEE KATE 3,13-1
iVl� 0R
$1AGE REDUCE0
TQ 34 .Y./.ACRE)
CLP�sE 1 PPW
wet storage:
wet storage:
ELI
V)
<
wet storage required (cy) (67*DA)
1848,5
design high water (ft)
585.0
dewatering orifice elevation (ft)
5793
top of dam (ft)
586.0
wet storage provided at this elevation (cy)
1848.5
top width of dam (ft)
10.0
available volume before cleanout (cy) (34.*DA)
938.1
bottom of basin (ft)
576.0
cleanout elevation (ft)
577,9
approx, bottom dimensions. 1'65'x177'
0578 contour)
distance from cleanout to orifice (ft) (> I')
1.3
upstream face slope:
21
weir length (ft) (WA)
55'x132`
downstream face slope-
3:1
dry storage.
bottomoftrap e,leyation, (ft)
592
5921
dry storage required (cy) (67"DA)
1848.5
baffles:
YES
principle spillway crest (ft)
583.0
length of flow, L (ft)
82
dry storage provided at this elevabon (cy)
3010.7
effective width, We (ft)
86.79756
diameter of dewatering orifice (in)
9.0
L I We (baffles not required if > 2)
0.9
diameter of flexible tubing (in) (orifice -r2")
111.0
= LLJ
b cn LLI
72'x86'
collars:
YES
runoff-
now=
depth of water at spillway crest (ft)
7
C (use 0.45 for bare earth)
0.55
slope of upstream face (Z 1)
2-1
tc (min)
20.4
slope of barrel (Sb)
1.56
1 2yr 3.4 Q 2yr
51.6
length of barrel in saturated zone (Ls)
44.8
I 25yr 5.2 Q 25yr
86,8
number collars required
2
F_
00
dimension of collars
4.2x4.2'
principle spll!wA�
_jz
available head (ft)
1.0
emergency spillway:
YES
diameter riser (in)
48
required. capacity (Q25-Qp) (cfs)
46.8
spillway capacity, Op (cfs)
40.0
bottom width (ft)
75
diameter trash rack (in)
72
slope of exist channel (ft/ft)
3.8
barrel length (ft)
64
rninimun length of e)dt channel (ft)
30
head on barrel through embankrnent (ft)
9.5
crest of spillvmy (ft)
584
diameter of barrel (in)
24
0
u)
MODIFICATIONS TO APPROVED SEDIMENT
BASIN 2
• SET CLEANOUT ELEV. AT 577.9
• SET 9" DEWATERING ORIFICE WITH
11" TUBING AT 579.3
(TO BE PLUGGED AND 4-4"
ORIFICES REDRILLED AT 579'
IN SWM PHASE)
• REMOVE EXISTING 35'-15" RCP PIPE
FLOWING INTO RISER
(REPLACE WITH 4" ORIFICE AT
SAME ELEVATION - PLUG
ORIFICE IN ESC PHASE)
• EMERGENCY SPILLWAY SHALL BE 30'
GRASS SPILLWAY WITH 3:1
SIDESLOPES - CREST AT 584'
• DRAINAGE AREA TO BASIN = 27.59
AC (ALL PHASES)
• STORAGE VOLUME REQUIRED = 3697
CY
• STORAGE VOLUME PROVIDED =
5746.2 CY (2' BELOW TOP OF DAM
TO EMERGENCY SPILLWAY)
-SEDIMENT TRAP ST -1
SCALE. 1"-20'*
\\VDOT STANDAR& EC -1
CL. I RIPRAP W/
J,
\,GEOTEXT\ILE FABRIC
UNDERLAYM�,NT )7
,,(L=29',\ W-15- D=2.5')
Z
2
-Z
�yt
x-
6 ?
57
-6-1
'A
X
4,
F�-
A
j 4%1P
1V
_K
T_
J,
A
X4
A
j7�-,
y-/
Jt
.^r Nz,
',
Sediment Trap I design
U-1
drainage area (acres) (<3)
2.98,
cy?
1-1 VAR"Lt I
trap volumes:
CREST OF STORE WEIR
I '/.A F.",
Uj
elevaltion (ft) area (sf.),
volume(cy),
CROUNO
C'y"),
592,00: 19410
0.0
DRY 5 FOPACE
VARVOL&
594,00 2782.31
174,1 ;1
ORA
RN STOCE
59&00 3728.91
414.4
0
t_j
<
Ln
Z
LU
597,00 4239.91
561,9
WET STORAGE
0
U
3
W
(EXCAVVED)
FILMR, aohi M HAL
Gw"a
wet storage:
Z
0
U)
<
=
i Z&TER CLOTH
ORIGINAL
GROUND
1977
SEE KATE 3,13-1
COARS-L
AGGRECAX'
CLP�sE 1 PPW
EL,
wet storage:
ELI
V)
<
LU
n_
0
Eli
wet storage provided at this elevation (cy) 1
wet storage require(d.(gy) (67*DA)
99.7
-SEL RAM
COMM AGGCIErATE
CLASS 1 RfRAP
bottom of stone we rr (f
594.2
wet storage provide(d at this elevation (,cy)
199.7
17.7:
dry storage:
slope of wet storage; sides
2:1
589,
dry storage required (cy) (67*DA)
197.7
bottom trap dimensions:
weir length (ft) (WA)
55'x132`
17.9
dry storage:
top of dam elevation (ft)
bottomoftrap e,leyation, (ft)
592
5921
dry storage requirecd (cy) (67*DA)
199.7
b9ttod ap dimensions:
6
5246"
crest of stone weir
96�O
tpom elevation (ft)
66'x145'
597:
dry storage provided at this elevation (c y
214.7
top W dth of dam
z
8
slope of dry storage-, sides
21:
top trap dimensions
= LLJ
b cn LLI
72'x86'
SEDIMENT BASIN 2 WPO -2007-44 APPROVED DESIGN
SEDIMENT BASIN 2
Anti -Vortex Device
TOP DAM = 686.0 See Detail Sht.39 10,
TOP RISER = M.0 Min
INV IN = 576.5 05* RCP. SEE NOTES BELOW)
*15'
15n RCP 0 2.57% 583.0 5
INV IN =575.6 (15" RCP 0 RISER i2z
Dewat8rjng-------)-t wINV OUT = 575.6 (24' RCP 0 RISER) 48"RCP Riser a, -
60
Device Tnv. 1 C2 0a CXL
�q cz'- 24m RCP 0 1.67% 575.6 Inv, 2
INV OUT = 574.5 (24" ROP PIPE OUTFALL) Inv.
CLEANOUT ELEV = 51. 1 576.5 11RCP Inv,
DEWATER ORIFICE INV = 681.7 X Pi 9► 574,5
DEWATER ORIFICE DIA = 6' 15 0 RCP 1, 67% s M M
PERFORATED FLEXIBLE TUBING DIA = 8" 5.R54 5 9.5- Precast PCP AntlSeepaq
C011a,r LD*Cr-8t&d 5' From EdgL, Gfqise
(1) 5.25'x 6.25' PRECAST RCP ANTISEEPAGE COLLAR�RCP
LOCATED 5' FROM EDGE OF RISER
Riser Pipe Base
DRAINAGE AREA TO BASIN = 12,41 Ac. See Detail Sht.39
STORAGE VOLUME REQUIRED = 1463 C.y.
TOTAL STORAGE PROVIDED - 2,048 C.Y. DAM SECTION
(3'BELOW TOP OF DAM)
SEDIMENT TRAP ST -2
SCALE: 1)P=20 "
. . .. .... 589 1 17,
-�
9 2,
N
5 5'
VDO\T STANDARD "EC -1
CL. \RIPRAP W/
GEOTEXTILE, FABRIC
LJNDERLAYME-N_T_.
(L=18'; W=10'; wool
Sediment Trap 2 design
U-1
drainage area (acres) (<3)
2.95
cy?
trapCREST
volurnes:,
ORX. OF STORE WEIR
'ARIAKE
Uj
elevation (ft) area (sf)
589.00� 5625,0
volume(cy),
CROUNO
C'y"),
590.00 6256.0
219:9,
DRY 5 FOPACE
VARVOL&
C\!
Nt
20
Ln
z
592.00: 7595.O
732.1.
0
t_j
<
Ln
Z
LU
0
M
C)
<
0
V MAX
0
U
3
W
(EXCAVVED)
FILMR, aohi M HAL
Gw"a
wet storage:
Z
0
U)
<
=
,
Z
wet storage required (cy) (67* DA)
1977
SEE KATE 3,13-1
COARS-L
AGGRECAX'
CLP�sE 1 PPW
bottom of stone weir (ft)
590°01
ELI
V)
<
LU
n_
0
Eli
wet storage provided at this elevation (cy) 1
219.91
V)
LU
re
weir flengq? (ft) (,6,xD,A)
17.7:
dry storage:
-bottom of trap elevation-
589,
dry storage required (cy) (67*DA)
197.7
bottom trap dimensions:
55'x132`
crest of stone weir
591.0,
top of dam elevation (ft)
592
dry storage provided at this elevation (cy)
256.1
top width of dam (ft)
>
6
slope of dry storage sides
2:-111
to trap dimensions
66'x145'
0
SCP T R, COLLINS 77'
No. 35791 ILI
U)
z
0
U-1
cy?
z
Uj
ur)
C'y"),
C\!
Nt
20
Ln
z
z
co
Z)
z
0
t_j
<
Ln
Z
LU
0
M
C)
<
0
U
<
dS
0
U
3
W
LU
>
z
D
0
Z
0
U)
<
=
,
Z
U
Uj
W
>
LU
<
0
U
0
LU
ELI
V)
<
LU
n_
0
Eli
>
LU
�
V)
LU
oLr)
Ln r,
00
No
Ir-
cy?
z
ur)
C'y"),
C\!
Nt
U)
0
Q
z
0-
3
<
LD
00
re
<
N
V)
D
>
LIJ
LU
0
0 (j
z
V)
<
= LLJ
b cn LLI
<
Z
now=
>
U)
W__j
0
t
F_
66
0�
F_
00
0
_jz
v)
0
)
<
W0
L)
<
z
0
u)
(1)
'Ile
Lij
x -
W
U
0
Ln
F .. q
LIJ
E
0 -0 �c
U)
aC:
W
0
ozs
ff __Y
W
�z
U
C)
LLJ
J0�
U)
_j
0 0
0
W
7
0
Wo
Ta0
<
0
0
0
0o
0
U_
0
x 0
Q) C)
_3
ul
w_j
c
0
0
U
LU
`n
F_
Uj
E
0
W
0
U)
-0
0
JOB NO.
_0 C
112066
C5
cn >
SCALE
1"=50'
C: U
0- Q
0
SHEET NO.
ESC -4
Q) U)
-Q) -0
_
C53
,
,
r'
j.
N
,
�.- � ,_ ,�
WOODLAND P. ESE 4 ,
LOT 5� - 1
: AREA . F ,.
��.
:
Scientific Name CammQ n Name
Calipere
��
Comm est
I 0 -YR
CANOPY:
Total
Quandt anop
V J
ti U
U
O
Ma
/ti D
o
a
Q)
l--�1 D
°
F-1 L
E-1
O
)/U z
D
-Cw
Ldz
a
U 7
T �+ ° w
CL ! Ln
D z
06
jpy Q' J
O
� U
O
O O
H O
� N
Z U
LU �C)
O
U
V)
a
U N
I D �
Q a t
O 3
06 o_
U)
a
'-
� 0-
X
V Z + 0
n
0
c Q
Z_ T-�
. °
,---, o
V) a
D •3:
z �
OL
Q w o
w
ceZ
Z Z D
z o
u
w
U
c
J Z -�
J O
J 0
OU
� U
H _ 0
O O
>� a
i O
N
0 S
O U
(�\) 0- "O
�/ a
U U
� D
U O
X
U U
N L
N U
Q� O
LU p U
J
M O
LU F-
0 w EE
O Q _
U •-
a
O
JOB NO. v
112066 o
C�
,n
SCALE ° m
a �
1" = Ci' .�
D >
SHEET NO. o 0
LL -1
N D
N
F- 3
z
w
O
U z
< W
(f)
Q C)
O
dS U
O zz
> O
} U
I- a'
z a
O r)
U w
0� U)
W >
a W
a ry
w
W
LU
'1'1 ri
r^ STw
Scientific Name
Common Name
Size ornments
Caliper ��
10-Y
CANOPY,
Total
Qu@i i' Canopy
Puercus i,
Hightower Willow Oak
*
e r tt
__... _..MM
S12 17'57.'99 E. , . ,, �.• � , ' � x 1
49.030
i
Uj -
1
,
W
a
d-
}
,
,
843 07'Q7.C : ao r,
�T 5 \'
/
,
i \
f
:
,
X77:34 0
r-
r-
c�
tyi
M
N
d'
t'7
CD
N
N
w
J_
U5
V /
W
O
J
ry
TQ
i
1
U)
w
y
U)
INN—
L.I.
0^^
C)
N
z
Q
0
Q Q
Q
CI T
V U
O
°
H � N
E --i
z°
w
un 0 °�
tW
w
z
� L7
T �z
i � O w
a >�'n
oz
�J
ry J
0 O
'L U
w O
U °
E--� (j�
o
i --a °
z3�
w .E 0
U)
7
0 'L
OO 3
Q
C)
L
xa
U
rn z
O
V °
c
z T-�
O
O
0 �
U)
z �
Ow
,
ce- w C
z
C
z
r ' z w C'
v o
U
1 Z U)
0 O
O U
0 0
T �
i O
N
O O
O O
(0 O
V
U O
x 'N
O U
� L
� N
UI
O O
W p U
V O
U ~ O
r� W v
0. V)
O
JOB NO. °
0
112066 0
�v
SCALE °
10 50'
=U
a
c
SHEET NO. n o
LL -2Q)
co
'na
J U,'
_ Z
7 Ld
_ W
n W
Z
7
7 z
W
V)
7 Z
1 J
_ J
Q
U
O
U
J C:
> V
N
-_ O
U
7
D
N
J 3
2
V)
V)
N
V
OC)
-
X
J
_ N
O
7 �
7 3
7 �
j D
J N
� O
U
J �
J �
� O
� U
- O
7 \
T �
C
y
a�
m
U O
V U
D
N i
N �
C
O O
L. U
D
O
C -D
N N
E
D E
U •-
O
O
a c
Q)
D D
V �
O
Ul j
D •�
U
D C
V1
C �
Q N
O
N Ul
U D
t �
� 3