HomeMy WebLinkAboutSDP201500004 Plan - Approved Initial Site Plan 2015-03-12VILLAS AT FOOTHILL CROSSING PRESERVED SLOPES NO PRESERVED SLOPES ARE LOCATED AT THE PROPERTY.
MANAGED SLOPES: SLOPES ARE LABELED ON THE S70RMWA7ER MANAGEMENT
PRELIM INAR
GENERAL NOTES
OWNER. ROUTE 240 HOLDINGS LLC
P.O. BOX 1467
CHARLOTTESVILLE, VA 22902
DEVELOPER: RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE, SUITE 400
CHARLOTTESVILLE, VA 22902
ATTN: ALAN TAYLOR
ENGINEER: COLLINS ENGINEERING
200 GARRETT ST, SUI7E K
CHARLOTTESVILLE, VA 22902
(434)293-3719
PRE -APPLICATION
CONFERENCE: SEPTEMBER 23, 2013
SHEETS.
SITE PLAN WHITEHALL DISTRICT OFFSITE DISTURBANCE OFFSITE DISTURBANCE TO PARCEL 05600-0RED FOR
5700 (R-1
AND 056KO-0-00-000AI ALBEMARLE COUNTY, VIRGINIA ROADWAY CONNECPO ONT PARK RIDGE DDRIIVE.FOR INE
BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
PROPOSED DENSITY • R-6
SINGLE FAM/LY DETACHED: 1 (p SETBACKS FRONT.- 25'
TAX MAP NO.: 05600-00-00-05700 (D.B. 2478, PG. 251) SINGLEFAMII 1)- / SIDE., f0'-
056A2 -O7-00-06200 (D.B. 2525, PG. 75) TOTAL PROPOSED LOTS: 0 '� �'t' REAR: 20'
R-6 DENSITY D. U./14.67 AC =4.79 D.U./AC. A REDUCTION IN THE SIDE SETBACK FROM 15' TO 10' IS
E
PROJECT AREA: 74.61 AC (05600-00-00-05700 R-6 PORTION) IN ACCORDANCE WITH ALBEMARLE COUNTY COD
ON) R-2 SEC77ON 4.11.3, PROVIDED ADEOUA TE FIRE FLOW AND
2.13 AC (056A2-01-00-06200) SINGLE FAMILY ATTACHED: 2 STRUCTURES CONSTRUCTED IN ACCORDANCE WITH THE BUILOIN
0.67 AC (05600-00-00-05700 R-1 PORTION) R-2 DENSITY 2 D.U.12.13 AC. = 0.94 O.U./AC, ODE
17.41 AC.
d /)
NIN R-6 RES/DEN7IAL (05600 -00 -00 -05700) -CG OPEN SPACE: SUBDIVISION STREETS* CURB & GUTTER
OPEN SPACE A=1.87 ac. OPEN SPACE K=0.11 ac. a
OPEN SPACE B=0.04 oc. OPEN SPACE L=0.08 ac.
R-2 RESIDENTIAL (056A2-07-00-06200) �•� WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED
R-1 RESIDENTIAL (05600-00-00-05700) OPEN SPACE C=0.13 ac. OPEN SPACE M=0.04 cc,
OPEN SPACE D=0.05 cc. P = AGRICULTURAL/ FORESTAL DISTRICT' NONE
DENSITY- R-6 ALLOWABLE DENSITY FOR STANDARD LEVEL OPEN SPACE E=0.03 OC. .4.88 AC. / 7 4T A - 28.0% ` (,Ys•
OPEN SPACE F=1.14 cc. ----7 -
CLUSTER DEVELOPME T. 6 D.U./AC. TOPO &SURVEY.' TOPOGRAPHY PROVIDED N A COMB/NARIA OF ROUDAINC.,
OPEN SPACE G=0.14 ac. OPEN SPACE TO BE OWNED AND MAINTAINED BY
R-2 ALLOWABLE DEN ITY FOR BONUS LEVEL GALE AND ASSOCIATES AND LOU/SA AERIAL SURVEYS INC,
CLUSTER DEVELOPMENT.' 3 D.U./AC. OPEN SPACE =0.04 ac. THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE JANUARY BUS THE BOUNDARY LINE INFORMATION IS PROVIDED
OPEN SPACE 1 1=0.06 ac. SHALL BE RESERVEDD IN IN AA DEED FOR THE COMMON BY ROUDABUSH, GALE, AND ASSOCIATES INFORMA770N FIELD
OPEN SPACE J=0.20 ac. USE OF LOT OWNERS /N THE SUBDIVISION VERIFIED BY COLLINS ENGINEERING MAY 2014.
DATUM' NAD 83
S89° 49' 05.99"W 4823.78'
-
S89° 48' 11.42"W 4823.78'
Sheet Title
1
^,c _...,,-...,..,, . _..........», �.�,. ^= r:,unnnimnrr n �z.�np..�,.:. rcr ....• ..x .�. .», ..
2
EXISTING CONDITIONS
EXIS77NG VEGETAPON: PAR77ALLY WOODED
_ ___ __ ___
--- SIGHT DISTANCE --
DRIVEWAY (TYP)
-I
---
NOTES & DETAILS
LIGHTING: NO LIGH77NG IS PROPOSED
_ EASEMENT (TYP)
7
POST -DEVELOPMENT SWM PLAN
8
SWM PLAN DETAILS
225
l -- --_
20 SETBACK --
��
�- '
l7 (• v at
/ ' °'
-
PARK/NG: A MINIMUM OF 2 OFF-STREET PARKING SPACES SHALL BE
1i
a S.D -
(TYP)
7g F�C,p ,, -- PHASE I
t L1
PROVIDED ON EACH LOT.
n
C ��
I
-
� -�' .-.::._ .'�
��
PARKING WILL BE PROVIDED ON ONE -SIDE OF THE STREET ON
BINION DRIVE
o. I FREMONT ST, NEWPORT ST &
' nl Y I y TOTIOT
Umi PHASING: TOTAL OF (3) PHASES PROPOSED W77H THIS PLAN.
W rm V
m o -
LOT 38 LOT 39 mll I�-M<
IIw I �/ C ..
r I � .LOT 40 LOT 41 LOT 42
�. LOT 43 q ; y PROFERS. NONE.
WIC LOT44 , W7�
I -. - - -._ _ / /. - �y EACH PARCEL CONTAINS A BUILDING S17F 77 -IAT COMPLIES I I / _ � \ BUILDING SITES RE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING S
ZI 'li 25'SE78ACK.) LOT 45N s
k BURIAL SITES NO CEMETERIES WERE FOUND DURING FIELD INVESTIGA PON OF
LOT 46 \ OPEN SPACE A: i THE SITE
VICINITY MAP
SCALE: I" = 2000'
TH OFD
t�
01
SCOTT R. COLLINS--
U Lic. No. 035791
w�
�SIONAL Y'
S O -33 OPOSED _ SARK -Dut DRIVE ' LOT 47 I `> \ \ \ �� 1,$7 AC .$7REAM BUFFERS THE STREAM BUFFERS SHOWT4 HEREON SHALL BE MANAGED IN
I I KESS/EGRESS 61' UBLIC ` � -�;A,o ' \ \ j. ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC710N N01E5:
----Y'" o - ,33's'-`- \ \ .� _. - ORDINANCE
S.D. 1) THIS PROPERTY DOES NOT LIE WITH/N AN AGR/CULTURAL
✓RECREA7INAL AREAS PROPOSED T LOT MHN AREA IS 1OPEN SF. RECREATIONAL AND/OR FORESTAL DISTRICT
i
AREA IS PART F THE PROPOSED OPEN SPACE.
I , " TREET TREE (TYP.) ' O\' 04 AC. B - - .'...;, \�' \ + - \ \`�S N.. 2) THIS PRO.ECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, O Q
� L
w �.... \ ' \ v, _ -RETAINING WALLS: (1) 4' WALL LOCATED IN THE NORTHWEST CORNER OF THE S17E. BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED J
I SIGHT DISTANCE \ - .y"� - \ =f - FEBRUARY 4, 2005.
IH I EASEMENT (TYP.) . `a. ?S'S �\ �' LOT 69 \ \ �/ F_ JIM AREAS ROADS d 17 AC M
�rB .. \ 3 EACH LOT AS SHOWN HEREON CONTAINS A BUILDING S17E
- �_ +.. LOT 37 O /� I / C/r�r� ° \ SIDEWALKS: 0.81 AC )
• _ -� \\ + \ Z( ----- HOMES 4.13 AC WHICH MEETS THE REQUIREMENTS OF SECTION 4.22(6)1 L LU
1 11LOT 36 / \ \ TOTAL: 8.11 AC (18-520) N
LOT 1 + LOT 35 �y I CIDP/
I m/ ti335, \ / 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED i0 PUBLIC
\ \ § LANDSCAPING. SIRE T TREES ARf PROPOSED ALONG THE NEIGHBORHOOD USE. /�
o ` a STREETS IN ACCORDANCE K17H ALBEMARLE COUNTY H V i
LOT 2 y m : LOT 33 \` . * / y CL,a 6 . m LANDSCAPING REQUIREMENTS. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC N
STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE LL �- '
( TRASH: EACH LOT SHALL HAVE ITS OWN INDIVIDUAL TRASH RECEPTACLE.
I �. COUNTY STANDARDS. C14
PROPOSED USE., SINGLE FAMILY ATTACHED & SINGLE FAMILY DETACHED HOUSING INTERSECTION S17E DISTANCE IS 335' ALONG PARK RIDGE O
q rW
i I LOT 3 < ' + I._ - -- - 36 AOk(h, �- \ \ '1S GG r l \ ��, I DRIVE AND 280' ALONG ALL OTHER PROPOSED ROADS W N
\ s �� .., Lor 31 O E SP ` ,� P A v �i \ %� Z
1\ (
LOT 15 0.05
(LOT 70 - 7) THE DESIGN SPEED FOR THE PROPOSED COLLECTOR ROAD IS
094 \ \ \ \ NOTE: A SEPARATE ROAD PLAN 30 MPH. THE INTERSECTION SPACING /S A MINIMUM OF 225' Q C
0 z',\
OPEN SPACE C. cFo / \ \ \ - (SUB2o2400287) AND E&S/ SWM PLAN ALONG THE COLLECTOR ROAD.
G
Lora r 0.13A,C. R ` : \ \ (WPO2oiy0oo92)ARE UNDER REVIEW PROJECT IS NOT LOCATED WITH/N A DAM /NUNDAION LLf ~
J I , \ \ FOR ROADS AND UTILITIES FOR THE o EIS J J
\\s LOT 14 I I- sQ FOOTHILL CROSSING II DEVELOPMENT. Z J �„ j
10' TB�K (P.) --- I j T" \'";,�� PROPOSED
i
PHASE LINE (TYP.) PROPOSED VAR WIDTH LIMITS OF 46 & W
.� y, - `^3- ' \ ; SHARED DRIVEWAY EASEMENT RI ZONE LINE Z
h -T-1
6 / _ \ • %. / ,� 1.. \ N89 53'43.22"W 4823.78' -. N89" 48'46 22 W 4823.78' N89° 58'09.04'W 4823.78' -
� a
LOT5
LIL
LOT 30 - .kgs_ j - _ 310 R .\18' F C F/C ..: ALLEY F 44 13.67'E 4823.78' O z o
I -- -- 15'4 h�-------- -- - - - - CCESS EASEMENT N89 i
21'PRIVATEA 1--I
h �� OPEN SPACE J: 20'! - --- -- -- -�
,,i Lor s Lar ' 0.20 AC. ���i OPEN SPACE N: Z - U
C.
V - R..
0.95 A
I I
PEN S AE H \ \ LOT a8 b 3---I
V
_ Lor 18 O 04 AC Lor i6 \ m dim --s--` - Ss
L0T7 , I A . ` LOT 49 D.{I Iw I• 2° Y
+ \ LOT 50 LOT 51 I O) q. LOT 52 LOT 53 LOT 54 LOT 55 LOT 56 n s2• J
. , m � I I LOT 57 LOT 58 � "4jBp, w V
- -- - PROPOSED PHASE LINE QYP^ I 4 a
_ 9 * o 335,... ``.. �ml,-.i - �� F ♦- r
n VAR. WIDTH TEMPORARY B
a : Q' :). *;*...... TREET TREE (TYP.) -4 I.. _-- _._. _ - _. _._ v I 3>& J E
/ - I -- -. I= I ACCESS EASEMENT
I y 9 d dI 18 - (A J
m - \ "_, SIGHT DISTANCE '� \ ~I
DRIVEWAY (TYP) \ ` LOT 26 \ •' .• \ � _
\ \ EASEMENT (TYP )- ' �� I.rs,, -� j NOTE: THIS PORTION OF THE ROAD LL
LOT 11 �, - \-`' 1
LOT 19 _ � �' _ __ ;. + I SHALL SERVE AS PROPOSED INGRESS/ LL -
s Mi 231. D.=335 PARK i�fbGE V� X35 ~ z
GRESS INTO THE SITE. THIS PORTION �
bF THE ROAD IS PROPOSED UNDER O
a
O z
( LOT 10 PEiV Spm
LOTIO � . •' LOT 24 r O.Ds AAAAA y�.v - i � ��• 1- � o
0.04A
A.J II OP N.SP 3 o
I
R OPEN SPACE: Lor 2z / OT s1 I p ` I V /
a - or ss Lor s7
„ EXISTING 00 STREAM BUFFER \ .LOT 21 - / 19 - LOT 62 LOT 63 LOT fi4 N27° 23' 26.43"E 4823.78 O O
LOT s5 OT s6
114.'RC. � � / .LOT 25 i .r � I I ROJECT BOUNDARY 7 (1I
\ I OPEN SPACE G: ky J
�� /� k°;::,.. PE L; IC. L DRIVEWAY ::I R1 ZONE
R6& : d
DRIVE (TYP)--L
�.,h\ LIMITSONE LINE
S89° 56' 51.48"E 4823.78' _ Y• - _•0,9�'>. y w w E
\ a2rR -- ,e F/c F1c 21' PRIVATE ACCESS EASE NT r p- o
PROJECT BOUNDARY TREET TREE ( I v P.) _ ____________ _____ ____ _ _- 0_08 AC. 1A 4��p623 __ _;I F � �' VAR. WIDTH TEMPORARY1.
Ric � - a m
- - Submittal Type\_` \ \ \
ResNwed and Approved by the"\ \'' ACCESS EASEMENT Fp Sp ]OB NO
Community Development d-attment \ -�9. p0 r`'1`r��P�`i'ZQ ' NOTE: ANY SIGHT DISTANCE LINE THAT VAR. WIDTH N I -__________.`I
_I� I °FBF •. 122066 0
y \ ACCESS EASEMENT S46° 20' 40.80"E 4823.78'_ �"
I 2,/12/2015 " 4�Fv0` / CROSSESALOT OUTSIDE OF THE ROAD \ Glyn SCALE Fp FC>.
j\/ PHIC S. L
Date XISTING STREAM n 4_ , ti 7 SCALE
RIGHT-OF-WAY SHALL REQUIRE ASIGHT � o a zt Iw loo CgtiQy
File# _vV D \ 'esr DISTANCE EASEMENT. \ goo `
' V -" F
1" 50'
I
\ /
I � ) "nature
(1N �Er) sBEEr No. o
inch = 50
Sheet List Table
Sheet Number
Sheet Title
1
OVERALL PLAN
2
EXISTING CONDITIONS
3
GRADING & UTILITIES
4
GRADING & UTILITIES
5
NOTES & DETAILS
6
PRE -DEVELOPMENT SWM PLAN
7
POST -DEVELOPMENT SWM PLAN
8
SWM PLAN DETAILS
TH OFD
t�
01
SCOTT R. COLLINS--
U Lic. No. 035791
w�
�SIONAL Y'
S O -33 OPOSED _ SARK -Dut DRIVE ' LOT 47 I `> \ \ \ �� 1,$7 AC .$7REAM BUFFERS THE STREAM BUFFERS SHOWT4 HEREON SHALL BE MANAGED IN
I I KESS/EGRESS 61' UBLIC ` � -�;A,o ' \ \ j. ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PR07EC710N N01E5:
----Y'" o - ,33's'-`- \ \ .� _. - ORDINANCE
S.D. 1) THIS PROPERTY DOES NOT LIE WITH/N AN AGR/CULTURAL
✓RECREA7INAL AREAS PROPOSED T LOT MHN AREA IS 1OPEN SF. RECREATIONAL AND/OR FORESTAL DISTRICT
i
AREA IS PART F THE PROPOSED OPEN SPACE.
I , " TREET TREE (TYP.) ' O\' 04 AC. B - - .'...;, \�' \ + - \ \`�S N.. 2) THIS PRO.ECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, O Q
� L
w �.... \ ' \ v, _ -RETAINING WALLS: (1) 4' WALL LOCATED IN THE NORTHWEST CORNER OF THE S17E. BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED J
I SIGHT DISTANCE \ - .y"� - \ =f - FEBRUARY 4, 2005.
IH I EASEMENT (TYP.) . `a. ?S'S �\ �' LOT 69 \ \ �/ F_ JIM AREAS ROADS d 17 AC M
�rB .. \ 3 EACH LOT AS SHOWN HEREON CONTAINS A BUILDING S17E
- �_ +.. LOT 37 O /� I / C/r�r� ° \ SIDEWALKS: 0.81 AC )
• _ -� \\ + \ Z( ----- HOMES 4.13 AC WHICH MEETS THE REQUIREMENTS OF SECTION 4.22(6)1 L LU
1 11LOT 36 / \ \ TOTAL: 8.11 AC (18-520) N
LOT 1 + LOT 35 �y I CIDP/
I m/ ti335, \ / 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED i0 PUBLIC
\ \ § LANDSCAPING. SIRE T TREES ARf PROPOSED ALONG THE NEIGHBORHOOD USE. /�
o ` a STREETS IN ACCORDANCE K17H ALBEMARLE COUNTY H V i
LOT 2 y m : LOT 33 \` . * / y CL,a 6 . m LANDSCAPING REQUIREMENTS. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC N
STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE LL �- '
( TRASH: EACH LOT SHALL HAVE ITS OWN INDIVIDUAL TRASH RECEPTACLE.
I �. COUNTY STANDARDS. C14
PROPOSED USE., SINGLE FAMILY ATTACHED & SINGLE FAMILY DETACHED HOUSING INTERSECTION S17E DISTANCE IS 335' ALONG PARK RIDGE O
q rW
i I LOT 3 < ' + I._ - -- - 36 AOk(h, �- \ \ '1S GG r l \ ��, I DRIVE AND 280' ALONG ALL OTHER PROPOSED ROADS W N
\ s �� .., Lor 31 O E SP ` ,� P A v �i \ %� Z
1\ (
LOT 15 0.05
(LOT 70 - 7) THE DESIGN SPEED FOR THE PROPOSED COLLECTOR ROAD IS
094 \ \ \ \ NOTE: A SEPARATE ROAD PLAN 30 MPH. THE INTERSECTION SPACING /S A MINIMUM OF 225' Q C
0 z',\
OPEN SPACE C. cFo / \ \ \ - (SUB2o2400287) AND E&S/ SWM PLAN ALONG THE COLLECTOR ROAD.
G
Lora r 0.13A,C. R ` : \ \ (WPO2oiy0oo92)ARE UNDER REVIEW PROJECT IS NOT LOCATED WITH/N A DAM /NUNDAION LLf ~
J I , \ \ FOR ROADS AND UTILITIES FOR THE o EIS J J
\\s LOT 14 I I- sQ FOOTHILL CROSSING II DEVELOPMENT. Z J �„ j
10' TB�K (P.) --- I j T" \'";,�� PROPOSED
i
PHASE LINE (TYP.) PROPOSED VAR WIDTH LIMITS OF 46 & W
.� y, - `^3- ' \ ; SHARED DRIVEWAY EASEMENT RI ZONE LINE Z
h -T-1
6 / _ \ • %. / ,� 1.. \ N89 53'43.22"W 4823.78' -. N89" 48'46 22 W 4823.78' N89° 58'09.04'W 4823.78' -
� a
LOT5
LIL
LOT 30 - .kgs_ j - _ 310 R .\18' F C F/C ..: ALLEY F 44 13.67'E 4823.78' O z o
I -- -- 15'4 h�-------- -- - - - - CCESS EASEMENT N89 i
21'PRIVATEA 1--I
h �� OPEN SPACE J: 20'! - --- -- -- -�
,,i Lor s Lar ' 0.20 AC. ���i OPEN SPACE N: Z - U
C.
V - R..
0.95 A
I I
PEN S AE H \ \ LOT a8 b 3---I
V
_ Lor 18 O 04 AC Lor i6 \ m dim --s--` - Ss
L0T7 , I A . ` LOT 49 D.{I Iw I• 2° Y
+ \ LOT 50 LOT 51 I O) q. LOT 52 LOT 53 LOT 54 LOT 55 LOT 56 n s2• J
. , m � I I LOT 57 LOT 58 � "4jBp, w V
- -- - PROPOSED PHASE LINE QYP^ I 4 a
_ 9 * o 335,... ``.. �ml,-.i - �� F ♦- r
n VAR. WIDTH TEMPORARY B
a : Q' :). *;*...... TREET TREE (TYP.) -4 I.. _-- _._. _ - _. _._ v I 3>& J E
/ - I -- -. I= I ACCESS EASEMENT
I y 9 d dI 18 - (A J
m - \ "_, SIGHT DISTANCE '� \ ~I
DRIVEWAY (TYP) \ ` LOT 26 \ •' .• \ � _
\ \ EASEMENT (TYP )- ' �� I.rs,, -� j NOTE: THIS PORTION OF THE ROAD LL
LOT 11 �, - \-`' 1
LOT 19 _ � �' _ __ ;. + I SHALL SERVE AS PROPOSED INGRESS/ LL -
s Mi 231. D.=335 PARK i�fbGE V� X35 ~ z
GRESS INTO THE SITE. THIS PORTION �
bF THE ROAD IS PROPOSED UNDER O
a
O z
( LOT 10 PEiV Spm
LOTIO � . •' LOT 24 r O.Ds AAAAA y�.v - i � ��• 1- � o
0.04A
A.J II OP N.SP 3 o
I
R OPEN SPACE: Lor 2z / OT s1 I p ` I V /
a - or ss Lor s7
„ EXISTING 00 STREAM BUFFER \ .LOT 21 - / 19 - LOT 62 LOT 63 LOT fi4 N27° 23' 26.43"E 4823.78 O O
LOT s5 OT s6
114.'RC. � � / .LOT 25 i .r � I I ROJECT BOUNDARY 7 (1I
\ I OPEN SPACE G: ky J
�� /� k°;::,.. PE L; IC. L DRIVEWAY ::I R1 ZONE
R6& : d
DRIVE (TYP)--L
�.,h\ LIMITSONE LINE
S89° 56' 51.48"E 4823.78' _ Y• - _•0,9�'>. y w w E
\ a2rR -- ,e F/c F1c 21' PRIVATE ACCESS EASE NT r p- o
PROJECT BOUNDARY TREET TREE ( I v P.) _ ____________ _____ ____ _ _- 0_08 AC. 1A 4��p623 __ _;I F � �' VAR. WIDTH TEMPORARY1.
Ric � - a m
- - Submittal Type\_` \ \ \
ResNwed and Approved by the"\ \'' ACCESS EASEMENT Fp Sp ]OB NO
Community Development d-attment \ -�9. p0 r`'1`r��P�`i'ZQ ' NOTE: ANY SIGHT DISTANCE LINE THAT VAR. WIDTH N I -__________.`I
_I� I °FBF •. 122066 0
y \ ACCESS EASEMENT S46° 20' 40.80"E 4823.78'_ �"
I 2,/12/2015 " 4�Fv0` / CROSSESALOT OUTSIDE OF THE ROAD \ Glyn SCALE Fp FC>.
j\/ PHIC S. L
Date XISTING STREAM n 4_ , ti 7 SCALE
RIGHT-OF-WAY SHALL REQUIRE ASIGHT � o a zt Iw loo CgtiQy
File# _vV D \ 'esr DISTANCE EASEMENT. \ goo `
' V -" F
1" 50'
I
\ /
I � ) "nature
(1N �Er) sBEEr No. o
inch = 50
----I _fDEAN,
Total Acres D.B. P •HVILLAGE HOMEOWNERS ASSOCIATION INC 5.694 3205/626 GRAPHIC SCULL''�HOMAS C OR HEATHER J 0.218 2848/441 VILLAGE HOMEOWNERS ASSOCIATION INC 0.014 32051626 �za z+)NEYEJR TRUSTEE; RODNEY E DEANE JRTRUSTUA DTD 0.108 4122/202 SCOTT R. COLLINS'ZARAH 8 0.040 3007/304'--'
l ---- --� NICHOLA PROPERTIES LLC 0.040 3072/720 ( IN FEET) U Lie. Na 035791 ,a
1 inch = 60 ft. A 4
- - _- - DILLARD WILLIAMH 0.114 3020/075 Poco
THREE NOTCH'D ROAD -ROUTE 240 UNION MISSION RAPT ST CHURCH 1.000 371/553 ---------- --- - --- _---
UNION MISSION CHURCH C/O ELIZABETH BROWN 1.000 159/294 TONAL E
- - - - COLLINS MARIAN 1.050 970/668
- - _ - — FLANAGAN, ROBERT MICHAEL 0.504 3678/232
FLANAGAN, ROBERT 0.640 2106/416 - --_- ----
-- -- - FLANAGAN, ROBERT M 0.450 2091/472
CSX RAILROAD FLANAGAN, ROBERT M 0.450 2388/360 -..
j ROUTE 240 HOLDINGS LLC -- - -. - -- 3.070 2675/384
S89" 49'05.99"W 4823.78' S89° 48'1 1.42"W 4823.78' - - -_- - -. -----
------------------- --------- _------------------------------
20' WATERLINE EASEMENT
D.B. 611, PG. 440
® D.B. 692, PG. 148
I
BENCHMARK - TOP OF MANHOLE u m
_ o �
ELEVATION = 671.09 - C Z J
� s ..
EXISTING 40' STRIP RESERVED
FOR FUTURE EXTENSION OF HILL _ -
TOP STREET. TO BE I ,; W
I "
4THE C0'PRIVATE ROAD EASEMEGNT2D
FOR PUBILC USE UPON DEMAND BY
li
v
100' STREAM BUFFER
`. D.B. 2478, PG. 251 056A2-01-00-06200
ROUTE 240 HOLDINGS LLC
2.13 AC z
j ZONING: R-2 RESIDENTIAL
ADJUSTED 100'STREAM BUFFER
" PER APPROVED PARKSIDEVILLAGE -
AS -BUILT PLANS DATED JAN 2, 2002 1 I s/ 0 0
05600-00-00-05700 ® �--:: 6 2-01-00-06100
\ \
ROUTE 240 601 AC PORTIO ; ROUTE CR LL\
V�
�, 20,00 C ( N) EXISTING STREAM 13.052 ACRES z
ZONING: R-6 RESIDENTIAL ZONING: PUD L9 rn
m D.B. 2012 PG. 352
N89' 53' 43.22"W 4823.78' N89° 48!,46.22-W 4823.78' N89° 58'09.04"W 4823.78' Cl?
g
89'44'13.67"E 4823.78' �S2° - Z N ui
I M ZONING LINE �� R1 PORTION OF THE PROPERTY C'7
I (? n 0.64 ACRES FROM 5.39 ACRES ��Y C ~�
M m
I I I w I 11 Ss?es ry��• � ��/
Lo
CF)
w 04
EX. ACSA SANITARY SEWER z I ��
" I IN 20' ACSA SANITARY ESMT EXISTING TREELINE \ Q H
I
D.B. 1997, PG. 2356 - ZONING LINE
ti .. _ F—t O
J
- - - - - - - - - - - 05600-00-00-05700 i
Z
100' STREAM BUFFER b ti ROUTE 240 HOLDINGS LLC Lu
\ \ \ — „
/a 20.00 AC (5.39 AC PORTION) H s
Fi
v♦ s,� ZONING: R-1 RESIDENTIAL 0
v �\ _J Z Z ol
v�y� Q H
27° 23'26.43"E 4823.78'
i S89' 56' 51.48"E 4823.78'
NOTE THIS PORTION OF THE ROAD
PRO
\ \ gg POSED UNDER SUB -2014-00187 ,, \ Y a
I I EXISTING STREAM \ \ p1T2 \\ w
I \ N \ 146° 20'40.80"E 4823.78'
I I
056KO-00-00-000AIX E
FOOTHILLS CROSSING INC U W
20' ROW TO BE VACATED 48.825 ACRES =
s \ ul
05600-00-00-057BO D B. 227, PG. 380
DAILY, EDMUND J I --I
(PLAT) i �� ZONING: R -I RESIDENTIAL Lu
\ / \ D.B. 3122, PG. 544 (LLJ
�J v & CHRISTOPHER DAILY ! w
\ & CYNTHIA DAILY DICANIO / z
11
\ w
��� \ 26.875 ACRES
ZONING: R-I/R-6 RESIDENTIAL LL_ o
I
JLu
I \\Of
Q
0
05600-00-00-057B0 o
/ DAILY, EDMUND J 0 O
\ \ & CHRISTOPHER DAILY04
RWSA NOTES: \ \ \ & CYNTHIA DAILY DICANIO �` 056K0-00-00-000AI \ `� J
1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF \ NOTES: 26.875 ACRESFOOTHILLS CROSSING INC
THE CONNECTION TO THE EXISTING RWSA 20" WATERLINE. CONTRACTOR SHALL USE 1,\ \ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED \
ZONING: R-I/R-6 RESIDENTIAL 48.825 ACRES
DUE DILIGENCE TO PROTECT THE RWSA 20" WATERLINE DURING CONSTRUCTION AND \ \ ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. / G
TAPPING. \\ \ 2. TOPOG VIDED BYA COMBINATION OF ROUDABUSH & / ZONING: R-1 RESIDENTIAL Li
2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE \, s GALE AN LOUISA' RIAL SURVEYS. THE BOUNDARY LINE a
DIAMETER AND THE PIPE MATERIAL OF THE 20" WATERLINE PRIOR TO ORDERING THE \ \ \
INFORMATI OVIDED BY ROUDABUSH, GALE &ASSOCIATES. Jos NO.
TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE \ \\ TOPOGRAPHY HAS BEEN FIELD VERIFIED IN MAY 2014. / .. 122066
TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL \ 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY.
BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL �. s \ THE MANAGED STEEP SLOPE IS LABELED. SCALE
BE APPROVED BY RWSA PRIOR TO THE TAP. \ \ 4. 100' WPO STREAM BUFFER IS SHOWN.
3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF \\ \ 1"=60'
„osO,
THE TAPPING SLEEVE. THE 20"X8" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED
PLUMB. FOLLOWING THE PLACEMENT OF THE 20"X8" TAPPING SLEEVE, A CONCRETE PAD \ \\ / SHEET NO, -
AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE. \\ \\ 2
-- — e
PROPOSED WALL - -4'MAX. HEIGHT SCOTT R. S89'49 05 99' W 4823 78 20 DRAINAGE EASEMENT
-7 -411
. .. ... .....
TOTLOT>'
LOT 40 LOT 41 LOT 42 R/ -�-
/ -
LOT 38 LOT 39 I i
i
I--,
10" PRIVATE r� � LOT 43 � �C \iC 71 1-14
FJ- �� 3 I UTILITY EASEMENT I I,. -. ' LOT 44
20' DRAINAGE EASEMENT-- - / F,gsF _." , b- r a -I-
1 \\
— --- z
- e.
IRE HIYDRANT (TYP 674=
LOT 46 \fig 692 Z N
w
8'x6' TEE 61' PUB IC ` -�_` 666 20' UTILITY'/ EASEMENT \`�\ \ 8
7 0 ,. •
ICON CTI N TO EXISTING
I I WATERLINE - Lu
w
8" SDR 35 PVC SANITARY SEWER ' r A� - -
LOT 69
1 I I LOT 37 LOT 36 A
LOT 1 z
� r o
LOT '
LOT 2. I SANITARY LATERAL (TYP.) LOT 33 \ \ l y a
-_) 10' PRIVATE
`I
- - E : UTILITY EA EMENT LOT 32
0' UTILITYEASEMENT T ��'aRIV Y��
AT .
LOTS I r _ _
-_-_-----;.-" \ LOT 31 /\\
O, I LOT 15 I .\ l / \ LOT 70 �
CL. 52 DI WATERLINE
s N LOT4 I
— _ A \\ m
f�
\ \\s\\I L I LOT 14 LLJ
I— _ \ k 6j6 \ ✓ _ N
I
I
H
HYDRANT (TYP.)
i I WATER SERV TY
I � �LGTS' LOT 16
66 -LOT 13 D
h I = LOT 30 N z
I rn -rZ �\\20' DRAINAGE EASEMENT: - �- _ _---_\ Q ri
52 DI WATERLINE_- LOT 17 E�'I \ A �>
I
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4' I 6.45° BEND � GOT12 - -ffI ■ `. ! \ " -LOT 48 (n % J -J
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- -- I - LOT 18 I LOT 28 \ 1o"x10"TEE m c w
\ I I LOT 7 m \ 3)- 10" G.V. LOT 49 co az
_� rtl \ to"xa" REDUCER LOT 50 LOT 51 y W
-- � IRE HYDRANT TYP. - �
SANITARY LATERAL (TYP. \ T A I _
s
WATER SERVICE
= U)
s" as BEN \ \ LOT 26 U (n x
1 \/I LOT 19 /� \ e'3
�o LOT 8 LOT 11 \ 6� \ W Z o
8" SDR 35 PVC / v x Y
LOT 9 6" CL 52 DI WATERLINE . \ VA SANITARY SEWER, �(/� _ ui
LOT 10 660 LOT 2 IRE HYDRANT U E
6 / / / LOT 24 \\ \ \ Cq I� U) J a
/ ,�I WATER . r� / �_ W i
��Y z
V w
g54 < / Y
/ Z
LOT 23 �
i w�.
LOT 60 O
�' / I LOT 21 \ / / 10" CL. 52 DI WATERLINE, J LOT 61 LOT 62 LOT 8
- �- 20' UTILITY EASEMENT` I LOT 22 \ w
\ ` LOT 25 Ic
I / i \
rn o Q
I J
656
t
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/ >r
S89" 56 51.48"E 4823.78' 66Q
-�� ''PRI N J
l _—spa —'------
CONNECTION TO EXISTING
SANITARY SEWER U °
10" WATERLINE PILL
- - - - - - - - - - - - - 7
66
20' DRAINAGE EASEMENT - -WIDTH/ - - - - - o E
12 066
JOB No.
GRAPHIC SCALE PROPOSED� GRADNGVEAS EASEMENT
\ = n
SCALE
as o ao eo
J \1
\ (
IN FEET ( SHEET NO.
inch = 40 ft. ( }
3
s -
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE,
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE
(3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
NA TURAL WA TERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUAIRDRAIL IS
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y
ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C.
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
SHALL CONFORM TO VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY
ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND V00.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED BINDER THE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS
SHOWN ON THE ROAD PROFILES
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT
A L..B'EMA RLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA TIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR' UNIFORM
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
R W CONCRETE
SIDEWALK
CONCRETE
R . SIDEWALK
1'• 1'
PLAN77NG
STRIP
-1". 1'
PLAN77NG
S7RIP
6 -
CG -6
CURB & GUTTER
1/4". 1'
L POINT OF
FINISHED GRADE
1/4"• 1'
ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADEE,
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE ROP WITH
A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IIN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA VVEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE I, li, OR Ill PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OIF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
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 IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMI'TTED
WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WA Y.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
CG -6
CURB & CUTTER
13' 1 13'
(TRAVEL LANE) (TR;A 1/EL LANE)
30' FIC -FIC
[--2.5'
55' PUBLIC ROAD R/W
TYPICI4L STRE'E'T S.E'CTION - 55' PUBLIC ROAD
(FR&E&fONT STREET, NL'IYA'ORT STREET, & BINION STRENT)
25 JfPH DESIGN SPEED'
NOT TO SCALE'
CG -6
CURB & GUTTER
5-1
i/4"' 1'
POINT OF
FINISHED GRADE
L
1.14". 1'
CG -6
CURB & GUTTER
16' 16'
(TRAVEL LANE) TRA VEL LANE)
36' FIC -FIC
61' PUBLIC ROAD R/W
S.7RE'E'T S`E'CTION 61 PUBLIC ROAD
(PARA- RIDGE' DRIV F)
30 dfPH DESIGN SPE'E'D'
NOT TO SCALL'
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE
BEING COVERED.
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.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART
OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
ELIGIBLE FOR STATE MAINTENANCE.
1,,1•
PLAN77NG
STRIP
6=
CONCRETE
SIDEWALK
5'
CONCRETE
SIDEWALK
PLAN77NG
STRIP
- 6' 5
CSL POIINT OF
FINIISHED GRADE
RA RAW CG -2 CURB CG -2
1/4": 1 1/4"• 1'
o�oo opo Po 000
CSCOTT R. COLLINS�
U Lic. No. 035791,E
��SSjONAL E�01
R�
1 (TRAVEL LANE (71RAVEL LANE) 1
18' FIC-FIC-
21'
/C-F/C21' PRIVATE ROAD R/W -
TYPICI4L 14LLFr S'E'CTION - 21' PRIY_4TE ROAD
(ALL.EY A ate' ALLEN' F)
20 JfPH DL'SIGN SYNEO
NOT TO SCALLr,'
POIINT OF I
CG -2 CURB
R/W R W CI;//CG-2
FINIISHED GRADE RIW
CURB
iz�L
8Ra)0000 00
1 (TRAVEL LANE) (7TRAVEL LANE) 1
18' FIC-FIC-
21'
/C-F/C21' PRIVATE ROAD R/W
.7 MM<IL ALLEY SUCTION ,2> PRIVATE' 80141
(ALLEY B, ALLEY C, ALLEY D)
20fPII DESIGN SPE'E'D
NOT TO SCARF
TRIP GENERATION
1"=100'
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
1 SINGLE FAMILY DETACHED UNIT (CODE 210) & 72 SINGLE FAMILY ATTACHED UNITS (CODE 230)
ADT: 428 VPD (214 ENTER/ 214 EXIT)
AM PEAK: 32 VPH (5 ENTER/ 27 EXIT)
PM PEAK: 38 VPH (26 ENTER/ 12 EXIT)
(5' MIN.)
4" CONC.
max
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
4"
MIN
STANDARD CG -6
CURB & GU T TER
NO SCALE
7„
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
SURFACE COURSE
INTERMEDIATE COURSE
6"-8 COMPACTED AGGREGATE -
BASE COURSE, VDOT #21A
OR #2113 DEPENDING ON
ULTIMATE TRAFFIC LIMITS
• UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING ROADS
NO SCALE
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• : NO.
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122066
SCALEA
SHOWN
Summary of Watersheds
2 -Year 10 -Year
Predevelopment (cfs)
Post -Development (cfs) Predevelopment (cfs) Post -Development (cfs)
D.A. #1
4.91
D.A. #1
4.54 D.A. #1 20.89 D.A. #1
19.30
D.A. #2
8.88
D.A. #2
2.62 D.A. #2 29.96 D.A. #2
6.53
Tot-". 13.79
1 7.16 1 50.84 25.83
Summary of Drainage Areas
Predevelopment
Post -Development
D.A. #1 17.52
D.A. #1 33.64
D.A. #2 18.50
D.A. #2 2.38
Tota Is: 36.02
36.02
STORMWATER NARRATIVE
THE STORMWATER RUNOFF VOLUMES, VELOCITIES, AND PHOSPHORUS CONCENTRATION RESULTING FROM �K ���
THE PROPOSED DEVELOPMENT SHALL BE IMPROVED PRIOR TO ENTERING THE EXISTING WATERSHED.
STORMWATER QUALITY AND QUANTITY REQUIREMENTS WILL BE MET THROUGH USE OF A LEVEL 11 WET O
POND. 0 SCOTT R. COLLINSZ�
VVPk I t QUALITY: U Lic. No. 035791
THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT WERE CALCULATED WITH THE VRRM
ET, RESULTING IN A TOTAL LOAD REDUCTION (TP) REQUIRED OF 29.11 LB/YR,
AFNT I InAF C1F nRAI
NEVN DEVELOPMENT WORKSHEET,
Anrn A hncT_nFVFI nPnnFNT TRFATn vnl NArF ARFA W OF 67.220 CF- A WFT POND LEVEL II I�NAL _
J
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U
a
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L.� N
N
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O N
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0
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O O
F— W T
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xc
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122066 0
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rn >
SCALE °
C U
U
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SHEET NO. fl
0
0 ul
m�
0 0
Summary of Drainage Areas
Summary of Watersheds
Post -Development
2 -Year
10 -Year
Predevelopment (cfs)
Post -Development (cfs) Predevelopment (cfs) Post -Development (cfs)
D.A. #1 4.91
D.A. #1 4.54 D.A. #1
20.89 D.R. #1 19.30
D.A. #2 8.88
D.A. #2 2.62 D.A. #2
29.96 D.A. #2 6.53
Tota Is: 13.79
7.16
50.84 25.83
Summary of Drainage Areas
Predevelopment
Post -Development
D.A. #1 17.52
D.A. #1 33.64
D.A. #2 18.50
D.A. #2 2.38
Totals: 36.02
36.02
r
R. COLLINS
No. 035791 2�
NAL
`technical Bulletin 7 klinimurn Standard 3,02
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EMBANKMENT
1,
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FOUNDATION DRAIN BLANKET DRAIN
I
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WET POND LEVEL 11 (1.5TV)
Basin Input Data
Summary of Watersheds
12 Conitour Areas
0
626
�.
2 -Year
Hydrograph o
10 -Year
0.0
Predevelopment (cfs)
Post -Development (cfs) Predevelopment (cfs)
Post -Development (cfs)
D.A. #1
4.91
D.A. #1
4.54 D.A. #1
20.89
D.A. #1
19.30
D.A. #2
8.88
D.A. #2
2.62 D.A. #2
29.96
D.A. #2
6.53
,Totals:
13.79
Pr Ast Anti -Vast Oeyke (Cap rand Riser?
7.16
50.84
632.00 26791.00
25.83
`technical Bulletin 7 klinimurn Standard 3,02
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10+00 10+50
SCALE:
V:1 "=5'
H:1 "=50'
SWM FACILITY #s
WET POND LEVEL 11 (1.5TV)
Basin Input Data
Inflow Hydrographs Routing Method: storage -indication
12 Conitour Areas
0
626
�.
q,',j r�ati9t »� 4�n � ,w �f 4tls i6's} c i>G"$b �l"w z o-,�"N. A,--74.r'„i
Hydrograph o
111 VN2121vu (Ar as tr^vt Pn
0.0
Ira,, L.a tr' av:4z .ra 4
2 -Year 24 -Hour SCS Method Storm
f4.) {- t. 749 ARIFi 14 4 yx EAP.
647.6
ppnt-�s„.@,y �51)
inflow (cfs) 57.7oo at 11.98 (hrs)
fi"er25.x ''"is'2.5`s'MFirm m...
1520.6
C{tf.dcln
discharge (cfs) 4.537 at 12.78 (hrs)
629.00 16863.00
2079.3
Area (acres) 33.640
AAa:.r r.,. x.1.,ui�
iN, IF qr; ..e:aFe� xv *3' LD, fii.Pa WJ
2785.6
CN 78.000
storage (cy) 6750.493
630.40 214415.00
Pr Ast Anti -Vast Oeyke (Cap rand Riser?
Type z
Harm
10+00 10+50
SCALE:
V:1 "=5'
H:1 "=50'
SWM FACILITY #s
11+00 11+50 12+00 12+50 13+00
WET POND LEVEL 11
WET POND LEVEL II DESIGN & REQUIREMENTS
Treatment Volume, Tv (VRRM)
Minimum Treatment Volume Regtluired 1.5Tv (VRRM)
Treatment Volume Provided at MiWSE
Treatment Volume Provided abovre MWSE
Minimum Percentage of Tv Providled at MWSE
Percentage of Tv Provided at MW'SE
Ponding Depth Corresponding to Minimum Tv Required
Maximum Ponding Depth allowed) for Minimum Tv
Maximum Percentage of Tv Provided above MWSE
Percentage of Tv Provided above MWSE
Minimum Forebay Volume Requirted (15% of Tv)
Forebay Volume Provided
Minimum Upper Wetland Shelf Area (10% of Pond Area)
Upper Wetland Shelf Provided
STORMWATER MANAGEMENT FACILITY GRADING (AS SHOWN)
Elevation
(ft)
WET POND LEVEL 11 (1.5TV)
Basin Input Data
Inflow Hydrographs Routing Method: storage -indication
12 Conitour Areas
0
626
Elevation(ft) Areia(sf) Computed Vol.(cy)
3 Inflow Hydrographs
Hydrograph o
624.00 '73o6.00
0.0
Hydrograph o
2 -Year 24 -Hour SCS Method Storm
626.00 10264.00
647.6
SCS
inflow (cfs) 57.7oo at 11.98 (hrs)
628.o0 133375.00
1520.6
name: 2 -Year 24 -Hour SCS Method Storm
discharge (cfs) 4.537 at 12.78 (hrs)
629.00 16863.00
2079.3
Area (acres) 33.640
water level (ft) 634.o11 at 12.8o (hrs)
630.00 21L366.00
2785.6
CN 78.000
storage (cy) 6750.493
630.40 214415.00
3124.5
Type z
639.5
632.00 26791.00
4641.2
rainfall, P (in) 3.700
Hydrograph 1
634.00 29)851.00
6738.0
time of conc. (hrs) 0.2300
10 -Year 24 -Hour SCS Method Storm
636.00 31012.00
9065.3
time increment (hrs) 0.0200
inflow (cfs) 112.814 at 11.98 (hrs)
638.00 361272.00
1163o.4
time limit (hrs) 30.000
discharge (cfs) 19.298 at 12.34 (hrs)
639.00 37940.00
13004.6
fudge factor 1.00
water level (ft) 637.046 at 12.34 (hrs)
639.50 383784.00
13715.0
routed true
storage (cy) 10377.174
peak flow (cfs) 57.988
Start _Elevation(ft) 1630.00
Vol.(cy) 2785,64
peak time (hrs) 11.991
Hydrograph 2
6 Outlet Structures
Outlet structure --I
volume (cy) 7458.887
loo -Year 24 -Hour SCS Method Storm
Outlet structure o
Curve
inflow (cfs) 224.229 at 11.98 (hrs)
Orifice
name: Anti -Vortex Device
Hydrograph 1
discharge (cfs) 209.771 at 12.04 (hrs)
name: Low -Flow Orifices,
multiple 1
SCS
.1 O at 12.0 f
water level (ft) 638 9 4 (firs)
area (sf) 0.087
Invert (ft) 636.5oo
name: 10 -Year 24 -Hour SCS Method Storm
storage (cy) 11886.685
diameter or depth (in) 4.000
discharge into riser
Area (acres) 3 3.640
CN 78.000000
width for rect. (in) 0.000
file: fortyeight.txt
Type z
coefficient o.600
rainfall, P 5 0
invert (ft) 630.000
Outlet structure 4
. 2
time of conc. (hiss) 0.2300
hr
multiple 4
Culvert
name: Barrel
time increment (hrs) 0.0200
discharge into riser
multiple 1
time limit (tits) 30.000
Outlet structure 1
discharge out of riser
fudge factor 1.00
routed true
Orifice
D (in) 30.000
h (in) 0.000
peak flow (cfs) 113.377
name: Mid -Flow Orifices
Length (ft) 15o.000
peaktime ime (hrs) 1.991
area (sf) 0.087
Slope 0.007
volume (cy) 145883.613.61 7
diameter or depth (in) 4.000
width for rect. (in) 0.000
Manning's n 0.013
Hydrograph z
coefficient o.600 Inlet
coeff. Ke 0.500
SCS
invert (ft) 633.000 Equation constant set 3
name: loo -Year 24 -Hour SCS Method Storm
multiple
P 4
Invert (ft) 624.000
Area (acres) 33.640
discharge into riser
Outlet structure 5
CN 78.000
Outlet structure 2
Orifice
Type z
rainfall, P (in) 9.100
Weir
name: Inverted Pipe
time of conc. (hrs) 0.2300
name: Emergency Spillway
area (sf) 0.049
time increment (hrs) 0.0200
length (ft) 30.000 diameter or depth (in) 3.000
time limit (hrs) 30.000
side angle 78.46o width
for rect. (in) 0.000
fudge factor 1.00
coefficient 3.300
coefficient o.600
routed true
invert (ft) 637.000
invert (ft) 629.000
peak flow (r-fs) 225.348
multiple 1
multiple 1
peak time (hrs) 11.991
discharge through dam
discharge into riser
volume (cy) 28986.296
11+00 11+50 12+00 12+50 13+00
WET POND LEVEL 11
WET POND LEVEL II DESIGN & REQUIREMENTS
Treatment Volume, Tv (VRRM)
Minimum Treatment Volume Regtluired 1.5Tv (VRRM)
Treatment Volume Provided at MiWSE
Treatment Volume Provided abovre MWSE
Minimum Percentage of Tv Providled at MWSE
Percentage of Tv Provided at MW'SE
Ponding Depth Corresponding to Minimum Tv Required
Maximum Ponding Depth allowed) for Minimum Tv
Maximum Percentage of Tv Provided above MWSE
Percentage of Tv Provided above MWSE
Minimum Forebay Volume Requirted (15% of Tv)
Forebay Volume Provided
Minimum Upper Wetland Shelf Area (10% of Pond Area)
Upper Wetland Shelf Provided
STORMWATER MANAGEMENT FACILITY GRADING (AS SHOWN)
Elevation
(ft)
Area of Forebay
Cell Contours (sf)
Volume (cf)
624
749
0
626
1,586
2,283
628
2,710
6,529
629
3,362
9,560
630
4,074
13,272
630.4
-
-
632
26,791
125,312
634
-
181,926
636
-
244,763
638
-
314,021
639.5
-
369,676
Elevation
(ft)
Total Facility Area
Contours (sf)
Volume (cf)
624
7,306
0
626
10,264
17,486
628
13,375
41,057
629
16,863
56,142
630
21,366
75,212
630.4
24,415
84,362
632
26,791
125,312
634
29,851
181,926
636
33,012
244,763
638
36,272
314,021
639.5
37,940
369,676
SUMMARY OF DESIGN IMPERVIOUS AREAS
67,220 cf
100,830 cf
75,212 cf
25,618 cf
50 %
75 %
1.1 ft
4 ft
50 %
25 %
10,083 cf
13,272 cf
2,137 sf
2,671 sf
13+50 14+00
Elevation
(ft)
Area of Wetland
Cell Contours (sf)
Volume
(cf)
624
-
-
626
8,678
-
628
-
-
629
1892
0
630
2,671
2,270
630.4
-
-
632
-
-
634
-
-
636
-
-
638
-
-
639.5
-
-
14+50 15+00 15+25
Elevation
(ft)
Area of Main Cell
Contours (sf)
Volume
(cf)
624
6,557
0
626
8,678
15,186
628
10,665
34,494
629
11,609
45,628
630
14,621
58,714
630.4
-
632
-
-
634
-
-
636
-
-
638
-
-
639.5
-
-
Notes:
1 A minimum forebay volume depth of 4' with an aquatic bench 4' wide, 2' deep has been provided.
2 A minimum forebay volume of 15% of the total Tv has been provided.
3 A wetland maximum treatment volume depth of 12" has been provided.
4 A 10' wide aquatic bench ranging from 12"-18" in depth has been provided.
5 An 8'-15' wide safety bench with a maximum 5% slope has been provided.
5 The minimum treatment volume required has been provided.
Foothill Crossing II Impervious Areas Draining to Wet Pond Only
Roads, Sidewalks & Parking 173,470 sf
Detached Homes (21 units) 22,000 sf
Attached Homes (53 units) 106,000 sf
Existing Impervious (Offsite) 7,460 sf
Subtotal 308,930 sf
Foothill Crossing I & II Future Development Area (65% Impervious) 375,720 sf
Subtotal 375,720 sf
Total = 684,650 st
[Foothill Crossing it Impervious Areas Untreated 20,000 sf
Tota I = 20,000 sf
V
SCOTT R. COLLINSzZ
Lie. No. 035791,'b
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