HomeMy WebLinkAboutSDP201800054 Plan - Submittal (First) Preliminary Plat 2018-07-10GENERAL NOTES
OWNERS:
TMP 04600-oo-oo-ol800
LOT AREA CHART FOR BLOCK 8B
HAUGH, CHARLES R & E J OGLESBY JR
LOT
NUMBER
435 PARK ST
BUILDABLE
AREA sf
CHARLOTTESVILLE, VA 22901
DEVELOPER:
RIVERBEND DEVELOPMENT, INC.
1
455 SECOND STREET SE, SUITE 400
2,077
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
2
Zoo GAR RETT ST, SUITE K
1,967
CHARLOTTESVILLE, VA 22902
TAX MAP:
04600-oo-oo-ol800
3
D.B. 731, PG. 690
1,923
13.95 ACRES
ZONING:
NEIGHBORHOOD MODEL DISTRICT
4
ZMA201500007 WITH PROFFERS
TOTAL PROJECT AREA:
BLOCK 8 - 20.7 AC
2,416
BLOCK 8B - 7.18 AC
5
BLOCK 8A -13.5+/- AC
PROPOSED USE:
55 MULTI -FAMILY CONDOMINIUM BUILDINGS - TOTAL NUMBER OF UNITS =110 UNITS
ALLOWABLE DENSITY:
41 UNITS (MINIMUM) To 124 UNITS (MAXIMUM)
PROPOSED DENSITY:
110 UNITS (ONE AND TWO BEDROOM UNITS)
REQUIRED OPEN SPACE (BLOCK
8): CIVIC/PARKS = o AC
2,193
GREENWAY = 5.1 AC
7
OPEN SPACE = 4.o AC
1,936
BUFFER = 4.o AC
2,193
TOTAL =13.1 AC
OPEN SPACED PROVIDED (BLOCK 8B): RECREATION (COURTYARD) AREA: 0.14 AC
2,171
OPEN SPACE: 1.65 AC
36
BUFFER AREAS: 0.71 AC
1,777
GREENWAY: o AC
2,182
TOTAL OPEN SPACE (BLOCK 813): 2.5 AC
37
NOTE: ALL OPEN SPACE WITHIN THIS BLOCK SHALL BE OWNED AND
2,127
MAINTAINED BY THE HOA.
BUILDING HEIGHTS:
NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (5o' MAXIMUM HEIGHT)
SETBACKS:
FRONT: 8' MINIMUM AND 25' MAXIMUM
1,900
PORCHES: 3' MINIMUM AND 25' MAXIMUM
SIDE: 5' MINIMUM AND
NO MAXIMUM
39
SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM
1,614
GARAGE SETBACK: 18' MINIMUM FROM E/P OR F/C
REAR: 1o' MINIMUM AND NO MAXIMUM
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
SOUTH FORK RIVANNA RIVER
AGRICULTURAL/FORESTAL
DISTRICT: NONE
TOPOGRAPHY & SURVEY:
TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND
1,980
SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
14
SURVEYING ON MARCH 7, 2o15. FIELD VERIFIED BY COLLINS ENGINEERING, MAY 2o18.
DATUM:
NAVD 1988
EXISTING VEGETATION:
MOSTLY WOODED
LIGHTING:
NO LIGHTING IS PROPOSED.
PHASING:
BLOCK 8 SHALL BE DEVELOPED IN TWO (2) PHASES
RECREATION:
A COURTYARD IS PROPOSED WITH THIS PLAN.
PARKING:
TWO (2) OFFSTREET PARKING SPACES ARE PROVIDED PER CONDOMINIUM UNIT - ONE (1)
1,824
GARAGE SPACE AND ONE (1) DRIVEWAY PARKING SPACE PER UNIT (4 SPACES TOTAL PER LOT)
1,994
ONE (1) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED.
17
110 UNITS / 4 = 28 PARKING SPACES REQUIRED
1,626
36 ON STREET PARKING SPACES PROVIDED
BUILDING SITES:
PARCELS 1-55 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF
18
SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE
2,013
DEVELOPMENT.
PRESERVED/MANAGED SLOPES: PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE
1,926
PROPERTY. SEE EXISTING CONDITIONS PLAN SHEET AND GRADING & DRAINAGE SHEETS.
FLOODPLAIN:
THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED
1,951
FEBRUARY 4, 2005. IN ADDITION, ADAM BREACH INUNDATION ZONE EXISTS ON THE
1,945
PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM
48
OF THE PROPERTY.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & DRAINAGE
2,388
SHEETS.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH
1,521
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY
2,921
CODE.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
UTILITIES:
ALBEMARLE COUNTY WATER AND SEWER
LAND AREAS:
OPEN SPACE: 2.5o AC (35%)
51
LOTS: 3.o9 AC (43%)
1,682
ROW DEDICATION: 1.59 AC (22%)
IMPERVIOUS AREAS:
ROADS: 1-3o AC
52
SIDEWALKS: 0.29 AC
1,881
BUILDINGS/DRIVEWAYS: 2.02 AC
2,065
TOTAL: 3.61 AC
AFFORDABLE HOUSING:
AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL
1,999
PROFFERS, SEE SHEET 13.
2,125
TOTAL PROPOSED UNITS: 110 UNITS (15% OF TOTAL UNITS FOR AFFORDABLE UNITS)
54
TOTAL PROPOSED AFFORDABLE UNITS: 17 UNITS OR CASH IN -LIEN OF AFFORDABLE UNITS
2,155
FOR 17 UNITS
3,252
NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH FINAL SITE PLAN OR
55
CASH IN -LIEN PAYMENT OPTION.
NOTES:
1. THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
3. ROADWAYS SHALL BE PUBLIC ROADS AND PRIVATE STREETS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE
PROPOSED STREET CROSS SECTIONS.
4. STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND
ALBEMARLE COUNTY STANDARDS. ALL TREES SHALL BE MAINTAINED BY THE HOA.
5. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES.
6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE
COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING
NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN.
7. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET.
8. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING
CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS
HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP
INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN.
9. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION
CODE 230 WAS USED FOR THE DEVELOPMENT
PROPOSED 110 DWELLING UNITS
ADT RATE - 5.86 VPD PER DU = 645 ADT (322.5 ENTER/322.5 EXIT)
AM PEAK RATE - 0.44 VPD PER DU = 48 VPD (8 ENTER/4o EXIT)
PM PEAK RATE - 0.52 VPD PER DU = 57 VPD (38 ENTER/19 EXIT)
BROOKHILL - BLOCK 8B
INITIAL SITE PLAN & SUBDIVISION PLAT
RIVANNA MAGISTERIAL DISTRICT
BLOCK 4
BLOCK 8A
PROPOSED ROADWAY
UNDER REVIEW
SUB201700117
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SIT
BLOCK 8A°-
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GREENWAY AREA TO BE-/
PLATTED WITH BLOCK 8A
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VICINITY MAP:
PO`O GROUNDS
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SCALE: 1" = 2000'
Sheet List Table
Sheet Number
LOT AREA CHART FOR BLOCK 8B
1
LOT
NUMBER
LOT
AREA sf
BUILDABLE
AREA sf
LOT
NUMBER
LOT
AREA sf
BUILDABLE
AREA sf
1
3,036
2,077
29
2,164
1,732
2
2,399
1,967
30
2,164
1,732
3
2,356
1,923
31
2,686
1,789
4
2,297
1,866
32
2,416
1,652
5
2,242
1,809
33
2,190
1,760
6
2,978
2,036
34
2,193
1,761
7
2,866
1,936
35
2,193
1,761
8
2,171
1,740
36
2,209
1,777
9
2,182
1,750
37
3,074
2,127
10
2,207
1,775
38
2,754
1,900
11
2,910
1,973
39
2,047
1,614
12
2,907
1,978
40
2,006
1,574
13
2,339
1,907
41
1,980
1,548
14
2,353
1,920
42
2,443
1,589
15
3,244
2,310
43
2,526
1,658
16
2,664
1,824
44
1,994
1,562
17
2,052
1,626
45
2,009
1,577
18
1,941
1,506
46
2,013
1,581
19
1,926
1,493
47
2,873
1,951
20
1,945
1,513
48
3,213
2,243
21
2,388
1,541
49
1,953
1,521
22
2,921
1,946
50
1,976
1,543
23
2,007
1,574
51
2,577
1,682
24
2,029
1,597
52
2,789
1,881
25
2,065
1,632
53
2,444
1,999
26
2,125
1,692
54
2,592
2,155
27
3,252
2,216
55
3,383
2,375
28
2,824
1,840
BLOCK 8A°-
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GREENWAY AREA TO BE-/
PLATTED WITH BLOCK 8A
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VICINITY MAP:
PO`O GROUNDS
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SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
1
I - -- - - - - -
II,
1
OVERALL MASTER PLAN
3
OVERALL BLOCK PLAN
LOT 27 1 _ -
- - - -
I
LOT 33
J Q
, LOT 14
6
LAYOUT PLAN
I LOT 29 LOT 3o LOT 31
UTILITY PLAN
1 l
GRADING & DRAINAGE PLAN
8
GRADING & DRAINAGE PLAN
11
LOT2
I I
NOTES & DETAILS
11
LANDSCAPING PLAN
LOT 26 -
STORMWATER MANAGEMENT PLAN
LOT 34
PROFFERS
14
m o
LOT 13
IJ1
�,
\\ LOT 12
LOT
LOT 35
-I
o 20
LOT 24I
p
3 LOT 6
°IG
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1 COURTYARD
_
BLOCK 8A°-
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GREENWAY AREA TO BE-/
PLATTED WITH BLOCK 8A
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VICINITY MAP:
PO`O GROUNDS
ROg0
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
OVERALL MASTER PLAN
3
OVERALL BLOCK PLAN
4
EXISTING CONDITIONS
5
LAYOUT PLAN
5A
UTILITY PLAN
6
LAYOUT PLAN
6A
UTILITY PLAN
7
GRADING & DRAINAGE PLAN
8
GRADING & DRAINAGE PLAN
9
NOTES & DETAILS
10
NOTES & DETAILS
11
LANDSCAPING PLAN
12
STORMWATER MANAGEMENT PLAN
13
PROFFERS
14
PROFFERS
16 TOTAL SHEETS
LEGEND
ROADS
z1
0
----------- 200---------
200
240.55
EXISTING CULVERT
CUL VERT
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC -3A DITCH
DEPTH OF EC -3A DITCH
EC -2 DITCH
DEPTH OF EC -2 DITCH
EARTH DITCH
DRIVEWAY CUL VER T
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF
CURB TIB DENOTES TOP OF
BOX
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
(Ag"-
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SCOTT R. COLLINS7�
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U-1• HAUGH CHARLES R. & HAUGH CHARLES R. &
' + / f// ` •1 �� •, BLOCK 1 -' E.J. DGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H.
435 PARK ST 2575 SEMINOLE TRAIL
T M 46 - i8B t-_ __ -, - �� ■ I- _ ,' - CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22902
HORNE LAND CORPORATION-�- CpN `r �'r ' f/ _ - ,r
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X CHARLOTTESVILLE, VA 22901 L7 L7
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300 -YEAR BOCK4 WITH FINAL DEVELOPMENT PLAN}CHARLOTTESVILLE, VA 22903EXISTING
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EXISTING zoo -YEAR +
-` 1 p , \ ■ - - _ STREAM BUFFER(TY
I ■ I t — Y ,rrr
z -'; = s ■ ': C) -``4 1- `-_ - e FLOODPLAIN (TYP.] I r r �I■ r,-� ti _ ,,
-
r
R
vwi `� _ , , '� z ~ ` t, 1 s - •' , '� 1; t` \ `` �� '�` �' 1
PROPOSED RIGHT IN -RIGHT OUT' m¢ al BLOCK 4 O z "� _ - - r { t� ti >L 1 11 ' �r '+ __ - I , s Ir■+--�-rh
BLOCK r
INTERSECTION IMPROVEMENTS. w `K _y I?
SEE BROOKHILLTIA REPORT ¢ _ k.+' + TRAFFIC CI RCLEIROUNDABDUTMAY + rrr i - - ` f f _ r^��h + --_r �• / rrr�i _ _ =-�
lr. - ALBEMARLE COUNTY �_��r
FOR FURTHER DETAILS; 0 v '' AIN STREET BE CONSTRUCTED AT THE r r `f ,r _ ►PRESERVED STEEP SLOPE "%I .•'. ,.;; -„ %'� t �' �_"` = --'� MONTGOMERY RIDGE
BOULEVARD ENTRANCE� r� INTERSECTION OF MAIN STREETAND '---- {TYP.) f Fr NEIGHBORHOOD
ri. r THE NORTH/SOUTH CONNECTOR ROAD _t j BLOCK
- �� 1 .OPEN40
, ,�',.: +■ _. r`r`r rrrrr r '
1 •.' Ir r +r , SPACE %% f r''• r �,✓ r`r`f r r i '
r r r rw+Y� 1 I 7 _ i-•.
" (TYP.) i /. OPEN
/ t r r r f j �f
/ SPACE -- -- I
k I / ' % r 11•G _ :� , (TYP.)
r rr
►� BLOCK 1 , i ' I ,' �i EXISTINGioo-YEAR %/ PROPOSED .`-
i
} FLOODPLAIN (TYP.) 39.E RIMITIVE '` r • r r r ��
�' r
I � _ if ___ 9 ., /
r r . + qtr
T.M. 46 18D u. r \ ` — 1 .ti `.. 1 \ .'i. TRAILWAY r / 0 D
. ».." "CRAFTON CORPORATION' t II r \ -- -- -■ `. . ` - r •:•. 9 ! + O (a pQ
I
I
i
I -
'�+ BLOCK 2 r DEVELOPMENT AREA r r ►'. f `�0 C2�� A
`BDUNDARY(TYP.) I VV FL -i
1 I
r
I + f . _
- - _ �-
I-PROPOSED NEIGHBORHOOD CENTER `. )f • �- .-: t 1, . r •• �
1 I , r r r 1 -+ {LOCATION TO BE DETERMINED ` `AN
, r LIMITS OF PROPOSED REZONING a
I r r r r WITH FINAL DEVELOPMENT PLAN.} 1 �, _ ' ` ° ;; t I, BLOCK 17 JJ + r r Z
1 t . , r •`-`3._: :: j
� �"�
,1111 I 1`. •r+ � r r I - - _ f• ! "1 r � � �
r' ` ` Ir�r.;. �..:,t F 1\ �, �, =.r` rr r rr + r f
III + - f f
PROPOSED soo' BUFFER ALONG RT, 'I'I + M1r. , +'• I = `q :. ,. ; • t `_•' f ( r I
a' NATURAL LANDSCAPE BUFFER +` , t B LOCK 4 TL t3± ACRE HISTORIC f t I + : •'�yy f, \ �`■`-- - rr ! i r
7 & 30' LANDSCAPE BUFFER +r I I. `, a I r,BROOKHILL PARCEL BLOCK 3 BLOCK
Ir� + I rrs ~/ 'A - - r ALBEMARLE COUNTY , . 1� - (;j
+i APPROXIMATE LOCATION CyF r I rr `rr--
-MANAGED STEEP SLOPE
NOTE: A PROPOSED MULTI -USE PATH
+ HISTORIC MARKER FOR THE I i . (TYP-) GREENWAY
IS PROPOSED BY VDOT ALONG THE I + - rpt C _ (TYP.} `■ '`■ t�
ROUTE x FRONTAGE OF THIS BROOKHILL PROPERTY + - e■• ''' .`'�� ^; ■ti rtll i { rr
9 t+ 'PROPOSED 2o'BUFFER T - _%"°''' �t r I' r+ J r r r
PROPERTY. PATHWAYTO BE r ' ��- rI' >• - , r +rlri
LOCATED WITHIN THE VDOT RIW.
'r ' � 1 r rt � f r. � ` __•_ ..%=.r.. , -'�` _ � - rr r�r+r+r I+ I F
LOCATION OF EXISTING
BL K1 UNNCEMETERYTO 4 ry' 1'a 'n �'- 1 T •r�jill�
oC
0
Ir,,1;11•s's� t �.; S+� f rrf ,•r r, rr i i +r+ `: f 1 1f + REMAIN LOCK LINE (TYP.) ` �`'' . { f %i , +`•� y l i i tti �t l ' NOTE: ALL STORMWATER MANAGEMENT FACILITIES
AND EROSION CONTROL MEASURES SHALL BE
t t 1 'II I I
BLOCKIS ! r'%:.: LOCATED OUTSIDE OF THE PRESERVED SLOPES.
ALBEMARLE COUNTY • r r
1 t 1 r Irl i i l I C} %fr
Ilii' s I;!II II ++ ; BLOCK8 �, 1 ! ', PRESERVED STEEP SLOPE :ri'/�% ra'�` R0PERTYBOUNDARY(TYP.)
TYP. @ f r•..- - ..,. I 4
NOTE: AREA WITHIN THE ioo` BUFFER ,' ,' / ' I { )-
I - -t • - (BLOCK7) - 'rf� ;; arr
AND OUTSIDE THE EXISTING TREE - •,�f,'` :r
LIMITS SHALL BE REPLANTED IN `," -- I t • c
r 1 DEVELOPMENT l' EXISTING loo -YEAR rr, ,.. ; i pO .r•••°•••
ACCORDANCE WITH THE PLACESx r �' -- - • .••rr•• •-
9 i } r FLOODPLAIN (TYP.) ; r r; '-.,WITH HOA APPROVAL, A io' MULTI -USE PATH
FORESTED BUFFER REQUIR MENTS , EXISTING BROOKHILL AREA(TYP.]
t" c LIMITS OF i TH CENTURY �.n�.� i f` rr ' % _ =r"" t SHALL BE EXTENDED TO THE ENTRANCE OF
t ' IOUSETO REMAIN - r 9 S ; /
�` r COMPONENTS OF BROOKHILL 1 r r• ,f Y 4�►
r �/� MONTGOMERY RIDGE. THE HOA WILL NEED
ry Yrr , t . '� .`- �i ' - TO APPROVE THE TRAIL AND EXECUTE ALL
BLOCKS r
�_ ' 1 ' DEVELOPMENT AREA + 1 I +
_ ' �' r' r ' 3- - EASEMENT DOCUMENTS ALLOWING THE
r-
1 � r
r '!I
EXISTING loo -YEAR D /� ' ' a T - HE MULTI USE PATH
BOUN ARY(TYP.}
FEMA FLOODPLAIN (TYP.) i rri-, --.� �'' _-. ���:� ti -- '�,.�.-..�.,r•;`�--..--- •--•----� \ � �..�,.r• ��.' ,' � rr •:r• �4 � �`s � . CONSTRUCTION OF T
-• �" / �.--- ON HOA PROPERTY.
OPEN I t'PROPOSED io' PAVED ��
R , 1'i �i r ~"'r"• ' 'r- �.
SPACE �' •- ,' .a` MULTI -USE PATH TO BECONSTRUCTEDALONG
` MULTI-PURPOSE TRAIL 'r. ''-
141� - %r _''� r (•FyP y ~� THE NORTH SIDE OF POLO GROUNDS ROAD
+ f•r',•.ne-'--- �rF:''• :•• "_' �! = ROPOSED PEDESTRIAN TUNNEL
IMPROVED INTERSECTIONIC �1
_ R
AND STOPLIGHT. i .'� _ - - _. - _ _ 'i�=,�_= ti i •, CHFO v�R
SEE BROOKHILL TIA REPORT „r --' "OLQ GR PRQPOSED IMPROVEMENT TO �ti + I, E PN
FOR FURTHER DETAILS -- STa� RT OUNDS.RO __ , '� PCfLO GROUNDS ROAD FOR
A�r
. ... .: j 3 - TURN LANES -SEE THE POLO
!' { 'B 482f p _ - - _~= -` GROUNDS ROADWAY
�_..,.
j
'
��`
fr' ,- "APPROXIMATE LOCATIONS OF UPLAND CULVERTS
IMPROVEMENT PLAN
PRO POSED 3o' BUFFER ALOhJG
• rr.
'.
r ' ^',FOR
SALAMANDER ROAD CROSSINGS TO BE COORDINATED
POLO GROUNDS ROAD
GRAPHIC SCALE
I DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS.
R00 o soo 4a soo
I r I Ff;f
'J SEE PRO FFERS FOR FURTH ER DETAILS
-
T.M. 46 - -8C
i� yJ•
s• f
PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS.
CROCKET CORPORATION
( IN FEET ]
. ,
.ti•- _
r _,
SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA.
1 inch = 208 ft.
�,/Q 00C:D
• 4 4 •55
046o0-oo-oo-ai8Ao - 27-29 AC, g g
t� 04600-00-00-01900 - 2o7.66 AC. a a �
/� 277,5o AC. TOTAL u oV
( y PROPOSEDZONING: NEIGHBORHOOD MODEL DI STRICT i z
-i z
TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN Z
SURVEYING AND BELL LAND SURVEYS, JANUARY 20-15. S
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
SURVEYING ON MARCH 7, 201S, w
U)
7
DATUM: NAVD 1988 Lu
UTILITIES: COUNTY WATER AND SEWER
FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO28oD un us �G �n 0
DATED FEBRUARY 4, zoos- IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE �++ r
PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF 4 �_ �
THE PROPERTY.Cp
C> a a
cD rn C- o v, C
c
NOTES-.
1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET
CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT.
2, EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE
DETERMINED WITH THE SITE PLAN PROCESS.
3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH
ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA.
4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J
OR FOREST LAKES.
5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE
EASTIWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN
THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS 7
TO THE FLOODPLAIN. Z
6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LjJ
ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.-12. EACH PRELIMINARY SITE AND
SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE
PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN.
7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY u
DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP I,•�r
INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT L
SAFETY ACTION PLAN. L�
8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN
ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE J H
AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. in
9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO < J
ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER
MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE �_4
DEVELOPMENT. � (D W
10. CONNECTION POINTO]ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR
INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTO&HALL ONLY BEA r-
PEDESTRIANJBICYLE ACCESS CONNECTION. 2 �C- Ln
-11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND H -I
DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE.
LEGEND L J
GREENWAY PRESERVED SLOPES CL Q
Z
VEGETATIVE BUFFER MANAGED SLOPES < Q
OPEN SPACE N >
® GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS J
WETLANDS TJ
PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL 1
HISTORIC HOUSE & THE igTH CENTURY COMPONENTS OF
BROOKHILL
PRIMITIVE TRAILWAY
R PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR 0
ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL
LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. rty
0000 EXISTING ioo YR FLOODPLAIN lid
...... STREAMS
JUNE 15, 2015
LOCATION OF HISTORIC RESOURCE TO BE PRESERVED
PROPOSED LOCATION OF CIVIC SPACE WA
1o' MULTI -USE PATH
PROPOSED LOCATION OF HISTORIC MARKER
PROPOSED ELEMENTARY SCHOOL SITE SHEET 1 OF 1
LTH 0
' SCOTT R. COLLINS7
U Lic. No. 035791,E
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TOTAL UNITS: 85 VIIIA UNITS
DRIVEWAY/GARAGE PARKING. 2 SPACES PER UNIT
GUEST PARKING. 37 PARKING SPACES (22 RE0J
BL. 9: 18 SPACES
BL '10: 13 SPACES 8L.11: 6 SPACES
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INITIAL SITE PLAN o6�o8�2018
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10/20/2017 ' FINAL SITE PLAN ` 00 ®j / --__ y 4B URBAN DENSITY 10.83 Q
SDP2o18000So UNDER REVIEW ®®® ' 1\ / '
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FINAL SITE PLAN / ► °®®® V'/ �® /� i / �_ \ I I �C
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(UNDER REVIEW) BLOCK 1g I BLOCKIS 1 I\ ®® \ I , ®®
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SUB2o17 00117 I; I `1 ®®® I `®i \�------ EIGHBORHOOD ul
0 8 DENSITY 25 8 24.76 L u
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8A DENSITY 17 6
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DEVELOPMENT �' ~�
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INITIAL SITE PLAN \� ®® ` ` ®°®® ®®®®®®®®®®®®®®®®®® / 9 `IIIIEIGHBORHOOD 114 ~
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EIGHBORHOOD JOB No.
4bl,ll IIII I �=\�®� / PROPOSED RESIDENTIAL DEVELOPMENT / 16 DENSITY 115 182150
GRAPHIC SCALE
/ INITIAL SITE PLAN CURRENTLY UNDER REVIEW
( ) I I 17 EIGHBORHOOD 191 SCALE
0' ®°®®®® °® 200 0 100 200 400 80c� DENSITY
® °®°°®®®®---/ PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT I 1 "=200'
,
(APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS 18 EIGHBORHOOD 38,8
ARE UNDER REVIEW) I DENSITY =
SHEET NO.
( IN FEET) 19 EIGHBORHOOD 3 3
1 inch = 200 ft. DENSITY
/� ��r
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BROOKHILL 2' / O�
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/// /// I ��I I �� \ BLOCK 4
/ 444 / / GENERAL NOTES:
//\ I i
1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA 0 SCOTT R. COLLINS'Z
FLOODPLAIN MAPS # 51003CO280D.
2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. U Lic. No. 035791
— BROOKHILL 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL
I / I ////j // / /// / / / / I I I — — i / BLOCK i INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF
I�
/ �/ UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, SIGNAL E�
AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE
LIMITS OF \ \ I 440 CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION
�/, I BLOCK LINES 16, AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY
SEWER, STORM SEWER, AND WATER -SERVICE PIPING;
PROPOSED ROAD y F°°OO° UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE
(CUR�ENTLY UNDER REVIEW) CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED
SDP201700117 o ti / TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES
N59 04 z� 134' SERVING THE PROJECT SITE.
4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING
/xj/ WATER LINES ON THE SITE.
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388 -49.004
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LIMITS OF SUNNY
\ — A�V v \ DAY BREACH ///�� 384
�v \ V\� EXISTIPdG ioo' STREA UFFER (TYP.) r r / m 11 I I\� I\ PROPOSED 20' LANDSCAPING .�
\ \ INUNDATION ZONE 1
o I BUFFER AROUND BROOKHILL ,
HOUSE PARCEL mak° j
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BLOCK 8B 9
� I OI � v @v� 1�,� ��� / / /! i//l l l � / 11 l �'
37
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NOTE: PORTION OF PROPOSED
SANITARY SEWER AND 20 EASEMENT
� o / I I j INTERMITTENT STREAM
DO \ \6\/ �W I / I I / / / / / / °v \\ \ \ V A \ \ VA - TO BE RELOCATED WITH THE
Ln
DEVELOPMENT OF BLOCK 8
06 N
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b,z I I PROPOSED
OPOSE�D I
SWM ACCESS
AN,D,
BROOKHILL VSMP PLAN TO BE
BASIN SWM FACILITY PROPOSED
— _ _ WITH---' _ ITH— �—/ EASEMENT TO BE RELOCATED WITH LIMITS OF
NDS 6 36 REL ATED WITH THIS OF BLOCK LINES
/
I EXISTING ,R ; ESIDEN'T
IA-®L HOUSE OUSE
� Q O MODIFICATIONS TO THE FACILITY
EXISTING WETLA/
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LOT � � / / � OPEN SPACE CALCULATIONS:
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ISTING PROPERTY LINE (TYP.)
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v MANAGEMENT / / / IMPROVEMENTS SHALL BE PLANTED
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/
_ 30wIDEPOLOGRouNDs 2'GRASSOVERHANG - � a DECIDUOUS AND EVERGREEN SHRUBS
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PROPOSED DRAINAGE SYSTEM
�TH O�
SCOTT R. COLLINS'Z
U Lic. No. 035791 �
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NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED
TO BE STATE MAINTAINED:
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 VDOT A 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.
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 NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE
FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED A T LOCA TIONS NOT
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL
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 DRIVEWAY 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 VOID.
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 UNDER 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.
ROAD NOTES
GRADING
RI CONCRETE
SIDEWALK
PLAN77NG
STRIP
6' -
CG -6
CURB & GUTTER
` 0
/o'
POINT OF
C/L FINISHED GRADE
1/4':• 1'
200 %o88Syo°8
I
,D.
(TRAVEL LANE) � (1RAVE) /ANF)
z s -I 24' FIC -FIC
54' PRIVATE ROAD R1W
TYPICAL STREET SECTION - VAR. IYIDTH PRIVATE ROAD R/0r
(KESLEY CIRCLE AND ROAD E)
25 MPH Z)ESICIV S -p -FE -D
(_LVOT TO SCAIF)
CG -6
CURB & GUTTER
1/4"• 1'
PLAN77NG
S7RlP
- jr'
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 YEMEN 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.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR III
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 OF 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 PERMITTED 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 WAY.
ALBEMARLE COUNTY
GG g°
TOP
DESIGN
SPEED
1.
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS
OF 4"
LINE FLARE
LS RATE
FLARE
RATE
OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE
2" R
CURB
---
61)
MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
141 ■
F
EXPANSION JOINT
(4HQa ❑
2.
WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC
6!1 ■
THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE
Aa' .•• 6"
7:1 0
RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
MATERIAL TO THE SATISFACTION OF THE ENGINEER.
I
SDEWIWJC
[BEE NOTE 2)
J.
ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE
I
TRANCE
FLOW LINE
EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
4
_ - - W:
INTERSECTIONS SHALL BE REMOVED.
4•• a•
•
4.
ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO
.6. • ' •, •' 4 A. ' .. ;
„
DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS
THE CONSTRUCTION OF THE SUBGRADE.
RI NON -TRAVERSABLE -
CESS ROUTE
a ,.
`. 7
PARABOUG CURVE
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
C W r
w
EOR
OOPPTEN FLOW
DRAINAGE
6"
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
v/� o
PEDESTRIAN ACCESS ROUTE DETAILS WITH &
MlN
ALL MATERIALS AND CONSTRUCTION METHODS SHALL
1.
ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VD O T UNLESS OTHERWISE NOTED.
MINIMUM COVER OF ONE (1) FOOT.
'S
y' - - 6" 2'
EXISTING
1S"
2.
STANDARD UNDERDRAINSUD-4
OR CD -2 OR CD -1 TO BE PROVIDED AS INDICATED ON THE
( )
EDGE OF PAVEMENT
DOT #57,#68, OR #78
s
PLANS OR WHERE FIELD CONDITIONS INDICA TE.-
STANDARD CG -6
STONE BASE UNDER CURB
J.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND
DRY CURB & GUTTER
& CHECKED BY VDOT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS DFA
FACILITY THAT TRI RE APPROACHED, ENTERED AND ti, • C. b.
USED BY PEDESTRIANS.
HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE
CLEARING, GRADING OR OTHER CONSTRUCTION.
PRIOR TO PAVING AND/OR
IF PEDESTRIAN ACCESS ROUTES W ARE BEING
WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED
NO SCALE
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,
SABSEOPE- IDTH IS
REOUVCD WITHINAAMMMAX 2XCRUM 4 -TRAVERSABLE
SECTIONoB-B
BACKFILLING.
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 YEMEN 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.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, H, OR III
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 OF 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 PERMITTED 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 WAY.
ALBEMARLE COUNTY
GG g°
WITH OF
DESIGN
SPEED
INSIDE
SHY LINE
BEYOND
SHY LINE
A -WI
LINE FLARE
LS RATE
FLARE
RATE
GENERAL CONSTRUCTION NOTES
R WIDTH OF ENTRANCE
---
61)
B' 261
141 ■
F
EXPANSION JOINT
(4HQa ❑
LAC T 55 RD�UTEESTNAN
UNPAVED SPACEVERSARLF
LIMITS ROUPEDESTRIAN
ACCESS E S TRIAN
UNPAVED SPACE
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC
6!1 ■
30
4' I 13:1
7:1 0
RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
o
EXISTING OR PROPOSED
WIDTH OF
SDEWIWJC
[BEE NOTE 2)
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
SPACEr C
CURB INCLUDED INId
TRANCE
FLOW LINE
EXPANSION
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
ENTRANCE GUTTER y
EXPANSION JOINT
_ - - W:
4
J0
NOTE: WIDTH "B" 2'-01. OR ASW
e^
_ :ELF
SHOWN ON TYPICAL SECTION. A -J
DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS
w 6 9
RI NON -TRAVERSABLE -
CESS ROUTE
LIMITS OF PEDESTR AN
CE55 ROUTE
PARABOUG CURVE
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
C W r
w
EOR
OOPPTEN FLOW
OECHAN®
0
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
v/� o
PEDESTRIAN ACCESS ROUTE DETAILS WITH &
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL
FLOW LINE
WITHOUT UPAVED SPACE
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VD O T UNLESS OTHERWISE NOTED.
ENTRANCE WIDTH
EXPANSION JOINT A950L1�1 �E MIHIIMUM 1126'
OFPEDESTRIANACCESSYROUTTEEQ EEXTENDEBEYOND
OR PROPOSED VDCT RICHT-OF W
EXISTING
1S"
J.
EROSION AND SIL TA TION CONTROL MEASURES SHALL BE
EDGE OF PAVEMENT
s
PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
L IIP RIDE A S STIAN CONTINUOUS C•
® UNOBSTRUCT AN o,SrTAB E. FIRM AROUTES ND LIP
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
HALF PLAN A�
PATH CONNECTING ALL ACCESSIBLE ELEMENTS DFA
FACILITY THAT TRI RE APPROACHED, ENTERED AND ti, • C. b.
USED BY PEDESTRIANS.
CLEARING, GRADING OR OTHER CONSTRUCTION.
IF PEDESTRIAN ACCESS ROUTES W ARE BEING
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,
SABSEOPE- IDTH IS
REOUVCD WITHINAAMMMAX 2XCRUM 4 -TRAVERSABLE
SECTIONoB-B
SEEDED AND MULCHED.
WHEN USED IN CONJUNCTION WITH STANDARD
OR CG -T, THE CURB FACE ON TMS
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1
STANDARD Is To BE ADJUSTED To MATCH
STAN
UNPAVED SIDEWALK SPACE THE MOUNTABLE CVRD CONFIGURATION.
(HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
'• ,.
LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
NORMAL GUTTER ® ® _-- --U7:11__________
;
;- e• ;,
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
1i.n .ti, -ti. p• •A'
`' ' ° o )ILOXITO
,
1OS CHANGE
-
•�•v:e eke'
REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,
4b�•4.4.c q•o.
4b szoRoo:'��'S���o'as °` bb4 Q �o
.n. n. ...c
OR DESIGNEE, IT /S DEEMED NECESSARY IN ORDER TO
6" AGGREGATE BASE CLASS A3 IR.E.S.)
CONIC.
SECTION C -c
STABILIZE A DRAINAGE CHANNEL.
TYPE ISIZE 2E
5' D" 5'-0"
® POINT OF GRADE CHANGE
2'- 11 ,
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE
12% MAX.SLOPE
FOR CURB AND CUTTER ONLY
t., e.
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
FOR SIDEWALK CURE] AND GUTTER 1z x MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS
BUILT CONCURRENTLY X s M 3 x MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE
SECTION A -A B x MADirIUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
REINFORCED CONCRETE PIPE -CLASS W.
SECTION D -D
9.
ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION
XV007
SPECIFICATION
MUST COMPLY WITH OSHA STANDARDS FOR THE
ROAD AND BRIDGE STANDARDS
STANDARD
ENTRANCE GUTTER
REFERENCE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
�10FREVISION°ATE
502
07/15
VIRGINIA DEPARTMENT
OF TRANSPORTATION
IC/L POINT OF
R/W FINISHED GRADE
L11 �/4�•• I �1
1-9, 1 9'
(TRAVEL LANE) (TRAVEL LANE)
F/(--F/C
�D' PRI VA l F ROAD U/W
TYPICAL STRE'E'T SECTION - 20 ' PRIVATE ROAD R/4Y
ONOUSH COURT)
25 ff-PH DZ'SIC1V SPP'Z D
CONCRETE
SIDEWALK
5
TRIP GENERATION CALCULATIONS
� 1
TRIP GENERATION BASED ON ITE TRIP GENERATION
MANUAL(8TH EDITION)
RI w zso TOWNHOUSE/CONDOMINIUM UNITS (CODE 230)
I I OO
Iwo
1 101
F"v 1 �'
O
1 j "-2" SM -9.5A
SURFACE COURSE
3" BM -25
INTERMEDIATE COURSE
6" COMPACTED AGGREGATE
BASE COURSE, VDOT #21AOR #21B EPENDING ON o 0 oq
ULTIMATE DTRAFFIIC LIMITS \�\/�
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
CC -12 NOTE- COMPONENTS OF CURB RAMPS CONSIST DF THE FOLLOWINGi CC -12 NOTE- COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWINGi
HYDRAULIC CEMENT SIDEWALK {DEPTH IN INCHES, AREA IN SO OARE YARDS] HYDRAULIC CEMENT SIDEWALK IDEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET) CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEETD
GENERAL NOTES. DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) GENERAL NOTES: DETECTABLE WARNING SURFACE [AREA IN SQUARE YARDS)
1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIIED FOR EACH CURB CUT RAMP. BE SUMMARIIED FOR EACH CURB CUT RAMP.
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP t2;T MAX DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAANP 121 NAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC -12 DETECTABLE 461 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC -12 DETECTABLE 46:1 MA%
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL. SPECIAL DESIGN SECTION FOR APPROVAL.
3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP ;•
FLOOR OR BY IB NC PERMISSIBLE SSBLE OOHSTRJCTICHJOINT WITH REQUIRED BARS. FLOOR OR 6Y US NC PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 4. IF RM1P FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOIN14C FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF �:1 MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF MAX
PRECAST RMF FLOOR. PRECAST CONCRETE SMALL BE CLASS A•4. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
S. REQU RED BARS ARE TO BE NO.5 x 8" PLACED I,cENTER TO CENTER ALONG TYPE A 5. REQUIRED BARS ARE TO BE 40.5 x 8" PLACED t'CENTER rO CENTER ALONG TYPE A
BOTH SIDES OF THE RAMP FLOOR, MID- EPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MND•DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR
CONCRETE COVER 1Yp'". CONCRETE COVER 1,y'.
6. CURB A CURB AND GUTTER SLOPE TRAPAS1710NS ADJACENT TO CURB RAMPS 6. CURB A CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMS
ARE INCLUDED IN PAYMENT FOR CURB J CURB AND GUTTER. 5, WN ARE INCLUDED IN PAYMENT FOR CURB J CURB AND GUTTER. 5,)a N
90
1 .1
7. CURB REPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 7. CURB RMF ARE TO BE LOCATED SHOWN ON THE PLM! OR DIRECTED
12 S C AS 5 S AS 12
BY THIS ENGINEER THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER � BY THE ENGINEER THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
121 M tvnT,.;.
A1C Pl'I ACCESSIBLE ROUTE WITHIry TFE RIGHT OF WAY pF A HIGHWAY FACILITY Ary ACCESSIBLE ROUTE WITHIN YFE RIGHT OF WAY OF q HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEOESTRUN CROSSWALKS OR NONEXISTENT. THEYMUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B As sINDWN oN PLM15 DR 0.S DRECTED BY THE ENCNEER, AND SHOULD NOT
BE LOCATE° BEHIND VEHICLE STOP LINES, EXISTING LICHT POLES, FRE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL
UNOBSTRUCTED 5TABLE FIRM AND SLF RESISTANT PATH CONNECTING ALL UNOBSTRUCTED. TABLE FIRM AND LP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS. AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1201 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1261
��
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK A740 THE CURB OPENING IS PLACED WITHIN THE LIMITS RB THE OPENING
IS
AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1x�MNN'* THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING I$ 12+1�
PERPENDICULAR TO THE CURB. 5, � .�* kI� PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICMINOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRlIC1c
T RAFT C. REFER 7O STANDARD CG•13, COMMERCIAL ENTRANCE IHE AV Y 4' WN TRAFFIC, REFER 70 STANDARD CG•13, COMMERCIA_ ENTRANCE [HEAVY 4'
AT 'A' , 2" HIGHER THAN AT '.N' , 2" HIGHER THAN
TRUCK TRAFFK:I FOR CONCRETE DEPTH. EDGE OF PAVEMENT TRUCK TRAFFICN FOR CONCRETE DEPTH. � EDGE OF PAVEMENT
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )CX , SAME AS TOP OF CURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT )CNK , SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C
A 4' x 4- LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL &PERPENDICULAR A 4'x 4' LANDING AREA SHALL BE PROVIDED ip MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'A 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME LANDING AREA MAY INCLUDE THE GUTTER PMN. TRUNCATED DOME -
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF
.6"-2.4" C -C ."'4" C -C
CURB AT ENTRANCES OR STREET COMIECTIONS THE DETECTABLE � O CURB Ri ENTRANCES OR STREET CONNECTIONS THE DETECTABLE �o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD ❑ O D O D z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD ❑ O ❑ O D z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH -MODIFIED AS RECOMMENDED BV THE MANUFACTURER TO MATCH
THE BACK OF CURB. ❑ O O ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ THE BACK OF CURB. �62,
O O ❑ 0 ❑ ❑ 0 ❑ ❑ -
- ❑ ❑ Q ❑ O D ❑ ❑ ❑ ❑ D ❑ T - ❑ O ❑ D ❑ ❑ ❑ O ❑ ❑
LANDING RAMP + ci ❑ ❑ O O ❑ ❑ ❑ O ❑ ❑ ❑ O ❑ ❑ ❑ o LANDING RWM + ❑ o
e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
OR ❑ ❑ ❑ 0 ❑ O O O 0 ❑ ❑ ❑ O ❑ O ❑ 0 ❑ O ❑ 0 ❑ O O ❑ O ❑ 0 ❑ ❑
x- RDIAMETER Y.• Y F IAM T R TOP DIANE TER
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = P 0 0 00❑0 O❑ 0 00❑0 0
DETECTABLE WARNING o DETECTABLE WARNING o
AT BACK OF CURB "•f a" AT BACK OF CURB "-14"
VARIABLE FULL WIDTH OF RAMP FLOOR I VARIABLE FULL WIDTH OF RAMP FLOOR
SEE NOTE 12. SEE NOTE 12.
PAY LIMITS r PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING
TRUNCATED
DOME DETECTABLE WARNING
INSTALLED ❑NARADIUS DETAIL DETAIL INSTALLED ❑NARADIS DETAIL
DETAIL
XV SPECIFICATION vo= SPECIFICATION
CG -12 DETECTABLE WARNING SURFACE REFERENCE CG -12 DETECTABLE WARNING SURFACE REFERENCE
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
SHEET 10 F 5 REVISION DATE (GENERAL -NOTES) 105 SHEET 1 pF 5 REVISION DATE (GENERAL NOTES) 105
203.05 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07n5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
CG -2 I GR -2,2A
NOTESL
1. THIS REM MAY BE PRECAST CR CAST N PLACE
2. CONCRETE TO BE MAW A3 F CAST N PLACE,
4000 PSI F PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
TALONG FACE OF CURBIWILL BE PAG FOR AS
RADIAL CURB.
4. THE DEATH OF CURB MAY BE REDUCED AS MUCH
AS 3.. (15' DEPTH) OR INCREASED AS MUCH AS
3" 121" DEPTH} IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COARSE OF THE PAVEMENT SUBSTRUCTURE.
OT NLlRW15E THE DEPFH 15 TO BE m" AS SIIDMIL
NO AD,LNSfMENT N THE PRICE BID IS TO IE MAGE
FOR A DECREASE OR AN NCREASE N DEPTH.
Iy CG -2 5 TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG -B AS SHOWN IN
APPENDW A OF THE VDOT ROAD DESIGN MANIU&.
IN THE SECTION ON GS UR13M STANDARDS.
2- RADIUS
;e•
PAS d
e•'
a. BURN
•A' •p 'a - BASE
ASTABLE ALTERNATIVE
F GURB IS EXTRUDED
LDS
•502
STANDARD 6" CURB
VRGMA OW&RTMENT OF TRANSPORTATION
* 273'4" MIN 283'4" MAIC RAIL HEIGHT
3m.1y2•m 3,.11/p" 3'-I1/2"
�.t ± yl 2' R
SURFACE
GR -2 GR -2A
I6'-3" POST SPACING) C3'4/z' POST SPACING)
a•� n,� �,>• MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION 2'
. 'p • fA .. BASE
° e .
SuBB E NOTES,
GUARDRAL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE
S. ONLY FIND CFH BE ADJUSTED DURING CONSTRUCTION F AJC
A5 DIRECTED BY THE ENGINEER.
FOR DETAILS OF POST AND BLOCKONUTS SEE SHEET NO. 501,D5, X OPTIONAL GR -2A METHOD : OPTIONAL GR -2A METHOD
USING NESTED RAIL USING ADDITIONAL
FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT, AND RAIL ON BACK OF POST
ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST
RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR -2A THE POST SPACING WILL BE 5'-3".
BETWEEN 5 FEET AND 150 FEET.
ALL GUARDRAIL POSTS SHALL BE SET PLLIIAB. POST SHALL
NOT BE SET WITH A VARIATION OF MORE THAN a• PER FOOT
FROM VERTICAL. W -BEAM, BLOCKOUTS• AND POSTS 5HALL BE
SET AND
ALIGNED WITHOUT ALTERATION OR FORCE, AS PER
SECTION 505 OF THE SPECIFICATIONS.
HEIGHT OF 2ADYGRMIN R28 4 MAXBASMMIEASURED AT A
PER
STANDARD GR -N5•
ALL *-BEAM RAILS SMALL BE LAPPED N THE DIRECTION OF
VEHICULAR TRAVEL FOR THE FINISHED ROADWAY.
THE OPTIONAL GR -2A METHODS OF NESTNG THE RAL DR USE
OF AN ADDITIONAL RAL 04 THE BACK OF THE POST FOR
STANDARD GR -2A SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
O e�'v
SCOTT R. COLLINS`-
Lie. No. 035791 ,'�;,
1�0�A,��IONAL E
FLARE RATES
z
O
a
DESIGN
SPEED
INSIDE
SHY LINE
BEYOND
SHY LINE
MPH
LINE FLARE
LS RATE
FLARE
RATE
7D
B' 30:1
15:1 Al
61)
B' 261
141 ■
50
S.5' 21:1
11:1 ■
4D
5' 16:1
6!1 ■
30
4' I 13:1
7:1 0
O e�'v
SCOTT R. COLLINS`-
Lie. No. 035791 ,'�;,
1�0�A,��IONAL E
TRIP GENERATION
111=100'
(5' MIN.)
4 " CONC.
3000 psi MIN.
777777
/��/7/
b�ibN//moi
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
NOTES:
L THIS FTEM WAY 9BBE PRECAST OR CAST IN PLACE.
2. 4 OOPS IF'WPRBC& A3 E CAST w PLACE,
3. CCp��OMBNATFIM CURB ! GUTTER H.4VING AA RADIUS
9FIAL6 BE PAq� W C�RIATbH 1
CURB 6 GUTTER.
4. FOR LASE WITH TUT IFE��
�3 L BE�CU�IISTRIICTED PARALLEL TO THE SLOPE
ASE COUI EM AND 70 THE DEPTH OF
THE PAVEMENT.
S. ALLOWABLE CRITERIA FOR THE USE QP CG -I
IS BASED ON ROADWAY CUASSIFICATNDN AND
DESIGN SPEED AS SHOTWN w APPENDOC A OF
2' R THIE ROAD DE'9kYN MANUAL IN TFE SEC'ROH
ON rS URBAN STANDARDS.
• w1r
a Its P' a a
A
:e e e -e IL
• h h h •
A
THIS AREA MAY BE CONCRETE
AT THE OPTION DF THE CONTRACTOR
EFtuaxCOMBINATION 6" CURB AND GUTTER ROAD NO B17MGE STANDARDS
105 REVISION DATE SHEET f OF 1
SO2
VIRGINIA DEPMTYENT OF TRANSPORTATION Y81A3
I I
GRADE CHANCE
D'
DESIRABLE
z
O
a
A-1 RK STREET M 44WAM SAME WRFACM
AS MAINLINE ROADWAY ISEE NOTE 6)
SHOWN ON P1.AN5U Til C+
C
U
U)
m
B%
0
o
z 0
O
un
'
U
W
G�
C1C-6I C
NOTE 71
W
SDEWIWJC
[BEE NOTE 2)
w
8" ----
TRIP GENERATION
111=100'
(5' MIN.)
4 " CONC.
3000 psi MIN.
777777
/��/7/
b�ibN//moi
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
NOTES:
L THIS FTEM WAY 9BBE PRECAST OR CAST IN PLACE.
2. 4 OOPS IF'WPRBC& A3 E CAST w PLACE,
3. CCp��OMBNATFIM CURB ! GUTTER H.4VING AA RADIUS
9FIAL6 BE PAq� W C�RIATbH 1
CURB 6 GUTTER.
4. FOR LASE WITH TUT IFE��
�3 L BE�CU�IISTRIICTED PARALLEL TO THE SLOPE
ASE COUI EM AND 70 THE DEPTH OF
THE PAVEMENT.
S. ALLOWABLE CRITERIA FOR THE USE QP CG -I
IS BASED ON ROADWAY CUASSIFICATNDN AND
DESIGN SPEED AS SHOTWN w APPENDOC A OF
2' R THIE ROAD DE'9kYN MANUAL IN TFE SEC'ROH
ON rS URBAN STANDARDS.
• w1r
a Its P' a a
A
:e e e -e IL
• h h h •
A
THIS AREA MAY BE CONCRETE
AT THE OPTION DF THE CONTRACTOR
EFtuaxCOMBINATION 6" CURB AND GUTTER ROAD NO B17MGE STANDARDS
105 REVISION DATE SHEET f OF 1
SO2
VIRGINIA DEPMTYENT OF TRANSPORTATION Y81A3
I I
GRADE CHANCE
D'
DESIRABLE
jI
CRADNI4 TO BE ASp I
A-1 RK STREET M 44WAM SAME WRFACM
AS MAINLINE ROADWAY ISEE NOTE 6)
SHOWN ON P1.AN5U Til C+
C
'COW SOO4300 VPD
&3x
B%
LOW LESS THAN 1100 VPD
N
(RAM TO BE AS
'
SHOWN ON PLA"
G�
C1C-6I C
NOTE 71
SDEWIWJC
[BEE NOTE 2)
OPTIONAL I"
8" ----
FLOW LINE
EXPANSION
4
J0
NOTE: WIDTH "B" 2'-01. OR ASW
MAINLINE ROADWAY
SHOWN ON TYPICAL SECTION. A -J
PLAN VIEW
MAINLINE ROADWAY SLOPE
19
PARABOUG CURVE
°LI
BS1JDFEKmD
EOR
OOPPTEN FLOW
OECHAN®
0
MAILIE ROADWAY
- - - - - - - - -
I
SLOCHANCE ® D
SPE C
■ SUGGESTLU MAXIMUM FLARE RATE
FOR SEN -RIGID BARRIER SYSTEMS.
INGOT \VD= A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECFICATIM
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE REFERENCE
REVISION DATE SHEET 1 OF 1 SHEET1 OF
2 REVISION DATE (STRONG POST SYSTEM] 502
201.01 501. 1, O8l14 VIRGINIA DEPARTMENT OF TRANSPORTATION 525
J
GENERAL NOTES
1. WHEN CG -1115 USED FOR STREET CZMM THE
CONNECTION MUST BE DESIGNED IN WITH
AASHTO POLICY MOI THE APPLICABLE REOUIREIENTS
OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGH•F
DISTANCE REQUIREMENTS.
2. WHEN THE ENTRANCE RADII CABOT ACCOMMODATE THE
TLIRNMIG REOUAREMERM OF ANITKIPATED HEAVY TRUCK
TRAFFIC 7Of OFPTFI FOR SIDEWALK 1. CURB RAMPS
WITIDI fl•IE L41R5 w THE RADISFWLLD BE
INCREASED TO 7'.
3. WHEN USED IN CONJUNCTION WITH STANDARD CG -3
OR CNr7 THE CURB FACE ON THIS STANDARD 13 TO
A WRTO MATCH THE MOUNTABLE CURB
OONFIGUIR4. SEE STANDARD CG -12 FOR CURB RAF DESIGN TO BE
USED WITH THIS STANDARD.
S. OPTIONAL FLOWLIE MAY REWIRE WARIPNG OF A
PORTION OF GUTTER TO PRECLUDE PONDING OF WATER.
ENTRANCE NOTES
a PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLAW
UNE IS REDUIED TO PROVIDE POSITIVE DRAINAGE ACROSS
THE ENTRANCE.
7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED 70 THE
R/WT LIE UEICCEPT ANY SUBGRADE STABILIZATION
REQUIRED FOR MAINLIE PAVEMENT WHICH CM RF
OMITTED N THE ENTRANCE.)
a. RADIAL CURB OR comm ATION CURB AND CLATTER
SHALL NOT BE REPLACEMENT
BEYOND THE RIw LIE
EXCEPT FOR REPLALTEAENT PURPCISES.
9. THE DESIRABLE AND MAXIMAL ENTRANCE GRADE CHANGES
B1M1L--, COMMERCIAL ENTRANCE U' ARE UNDYED N THE ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ANE NOT APPLICABLE TO STREET
® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTIONS.
SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES
•i, � i'Mr --
ENTRANCE VOLUME
GRADE CHANCE
D'
DESIRABLE
MAXIMUM
HIGHMOIRE TF1AH 1600 WD
O X
3 X
'COW SOO4300 VPD
&3x
B%
LOW LESS THAN 1100 VPD
A 11 x
ax
CLASS A3 . i, . ►, . ►. • t. • ►. NOTE, ALLOWABLE ENTRANCE GRADE TABLE 6 NOT
OLE.5.1 . • . i. • L. • i, • i• - APPLICABLE TO STREET CONNECTIONS
CONCRETE-- 74N
SECTION C -C
METHOD OF TREATMM-
COrN+ECTION FOR STREET INTERSECTKM
ANO COIIIMI aX ENTRPNM
VIRGINIA DEPARTMENT OF TRANSPORTATION
CC -111
00
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JOB NO.
182150
SCALE
AS SHOWN
SHEET NO.
9
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT
THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL
UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE
CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC
SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS
UTILITY (1-800-552-7001)-
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE &
ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS AND WATER LINES, 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 THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE
NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE
DRINKING WATER ACT).
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
�101f_ 101t_
9151
WATER SEWER
3 A
0 0
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHSI WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90° TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG, W-1
TD -1
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED GLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL,
FINISHED GRADE
M.J. GATE VALVE
WATER LINE
T.7
a h
I r
2500 P_S.L
CONCRETE g a 2'x 2` BEARING AREA.
THRUST BLOCK - d -
a
4 a a
a
a a
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIr, W-5
TD -9
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
za" IN 24' IN
INITIAL BACKFILL45
MIN MIN. MIN.
6" BEDDING
X68 STONE
* STABLE SOIL CK
* SCRAPE THEBOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#66 STONE.
FOUNDATION IN POOR SOIL- UNDER -CUT CONDITION
J._ INITIAL BACKFILL 4'MI
UNSTABLE a" a" s' s"
SOIL MIN. MIN. _ MIN MIN.
_ #68 STONE
_GRANULAR FILL A5 �`
_- APPROVED BY ACSA
ABL OIL 0 RaCI� STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.1110 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS,
4-1110 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG, W-2
TD -2
SECTION 2-2
PIPE
DEGREE
45'
1 ,
TEE AND PLUGS
VOL.
2 ax L
OF
45',
100m
CU.YD.
(FEET)
45'
ax
I
a '
RESIDENTIAL SEANCES OR DUAL RESIDENTIAL
PLUG
L
H
T
L
r
2
1
I
1
2.54
FOR
ALL BENDS
FOR TEE OR WYE FITTINGS
NOTE;
NO SWEATED FITTINGS
WIDEN TRENCH
TO
4" & 6"
ACCOMMODATE
2.00
1.50
2.25
2.00
2.60
2.52
0.15
0.10
ANCHOR IF
2.25
2.50
0.15
4" min
11 1/4
min
REQUIRED.
r
250
0.10
REQUIRED WHEN SOIL
wr7 COPPER
CONDITIONS ARE UNSTABLE
90
ING DAS UIREp
3.16
MI
I p
SECTION 2-2
PIPE
DEGREE
HEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
- I III-
-
BEND
RESIDENTIAL SEANCES OR DUAL RESIDENTIAL
BRICK SUPPORTS OR
L
H
T
L
H
T
EMBEDMENT
90
2.54
2.50
3.01
0.24
NOTE;
NO SWEATED FITTINGS
7
4" & 6"
45
22 1/2
2.00
1.50
2.25
2.00
2.60
2.52
0.15
0.10
2.00
2.25
2.50
0.15
4" min
11 1/4
1,50
2,00
250
0.10
REQUIRED WHEN SOIL
wr7 COPPER
CONDITIONS ARE UNSTABLE
90
3.66
3.16
3.21
0.46
FOR USE ON DETACHED SINGLE FAMILY
B
45
2,66
2,66
2.77
0,26
METER 15 NOT PROVIDED,
SINGLE SERVICE
NgrE:
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
FINISHED GRADE
11 1/4
1.66
2.16
2.67
0.13
90
4,83
3.83
3.42
0.63
14" & 12"
45
3.33
3.58
2.95
6.43
3.&3
4.00
2.133
0.52
22 1/2
2,33
2.58
2.86
0,24-
,2411
111/4
1.83
2.33
2.84
0.18
1- THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2506 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED CN ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TWE & SIZE OF
ALL THRUST BLOCKS.
NTS
FIG. W-3
TO -3
1' COMPRESSON R 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
I' TYPE 'It"
❑ Q
BRASS OR BRONZE PIPE
SOFT COPPER
BRONZE GATE
VALVE
DRAIN TO GRADE
111111
F POSSIBLE
E4a 4SE ON ATTACHED SINGLE FAMILY
1111.
I�II
- I III-
-
RESIDENTIAL SEANCES OR DUAL RESIDENTIAL
BRICK SUPPORTS OR
AND IRRIORPON SEANCES_
1•x1NIr
TEE
EMBEDMENT
* THOROUGHLY COMPACTED
°
CRUSHED STONE
BY HAND OR APPROVED
NOTE;
NO SWEATED FITTINGS
7
DUAL SERVICE
N0, 68 STONE
R
BEDDING 6" max
1' COMPRESSION ..3/4' HALE PIPE COUPLING
4" min
IDR APPROVED EMAL
FOUNDATION (SHALL BE
1 TYPE "K"
REQUIRED WHEN SOIL
wr7 COPPER
CONDITIONS ARE UNSTABLE
ALL PIPE)
(D
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER 15 NOT PROVIDED,
SINGLE SERVICE
NgrE:
1) SADDLES SHALL ISE USED ON PVC PIPE.
cnsr I161 uD
FINISHED GRADE
�1T
10"-I5"
LOGKINNG III
BALL
VALUE
{INLET
OU
36" WIN. TLET)
- METER
Box
_ COPPERSETTER
1/8 BEND CO
TYPICAL SERVCE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W -6A
TD -10
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" V MIN
I Io
BRANCH
12
12"
1 1
t
2„
FLEXIULE CONNECTION NOTE'
WITH STAINLE55 STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
w BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
o INSTALLED
TYPICAL_ MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S -I -B
TD -27
6"
NOTE: RESTRAINED JOINT FITTINGS.
- - - - - Side View
42" Minimum
4
d 4
Certification of 95% u
compaction required
'I 4
Galvanized Steel Beam,
a
W12 x 14 (min_ size)
) -0
3' min. penetration into undisturbed
soil , or as approved by the a
ACSA.
M
45'
�Iil1�TI� �IiI;IIIiI� �
TYPICAL_ THRUST BLOCK IN FILL AREA
NTS
FIG, W-36
TD -5
NOTEI MIN. 60' DIAMETER MANHOLE
REQUIRED.
0
KH. STEP
`rTP.� DROP MANHOLE PVC EPOSS
ja Z. USE ARPRB'fED FLExISLE PUFFER
q BIDET,
e' G0.SIKEfET
STOP COUPLING }}
0 27' J
DROP PIPE
PIPE STRAPS -
75TAINLE55 STEEL) -
0 1 SPACED EVERY -
Z' VERTICALLY -
90' RESTRAINED SEND
SEWER
INFLUENT
q •. PIPE
• F' o
WIN
SEWER
• a e s * PIPE
PLAN
MIN. 6' BEDDING VITH NO. 69 STONE
1- HEIGHT DF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL N DT BE LESS THAN TWO
(2) FEET -
1 VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTE D TO
THE DROP FITTING WITH STAN DA RD GASKET JOINT.
3. VERTIGhL DROP PIPE SHALL BE STRAPPED TO THE NIANHOLE ATPIPE JOINTS. STRAPS SHALL BE MADE DF
STAJNLESS STEEL
4. SHAPE INyiII NEEDED TO PROVIDE SMIDDTH TRANSFFI ON FROM DROP CONNECTION DISCHARGE POINT
TOSPRING UNE OFMANHOLE INVERT.
S. DROP CONNECTIDN DISCHARGE FJTTING SHALL BE DRIENTED AT 45 DEGREES, INTO TH E FLOW -
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 96 DEGREES FROM THE ACCESS STEPS.
7. MINIMUM72" DIAMEFERNIANHOLE REQUIRED FORA SINGLE 10" 011112" DIAMETER DROP CI}NNECTION, OR
TWD 8" DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL DROP CONNECTION
N,T,S,
FIG. S -1-C2
TO -70
E
E
a
NE's"
y �E
�m
zn
Um a
Jo ❑� Ra E
6
IF
a
rG aEOY o¢
5 F L o
�
g H-
N� Ez -n w
wo
oE �Z
E0 E
I,
`0 i m
��TL)
U E
J
�E nil
Vom �w
0
Z
s< q o
o^ 6- �^ F
E E 5 E ty
�� >1 va tiN o.1 W
n d
CIE
0 0
TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S I-0
TD -31
FINISHED GRADE
=171 IT=S - 1T rT=7 T 1TI T FL T1 T=1- rT
a
TRENCH
REDUCER
• d.
f
_C�_
X2500 P.S.I. CONCRETE THRUST BLOCK
-- - - - - - - - - - - -
UNDISTURBED SOIL S 1B" MN.
PROFILE VIEW
UNDISTURBED SOIL - EDGE
24' MIN.
- OF rRENCH ----- __ _ _4-- - - -
a REDUCER
8" MIN.
a
A
da
2500 P.S,I- CONCRETE THRUST BLOCK e" MN
-- --- -- -
UNDISTURBED SOIL - EDGE 4
OF TRENCH • " 24" MN.
NOTES: PLAN VIEW
• NOT TO SCALE
• NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE
PLASTIC SHEETING AS PROTECTION FOR BOLTS.
• 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF
TRENCH, OR AS APPROVED BY THE ACSA.
• 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE
ACSA.
• CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH.
• THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
NTS
FIG- W -3D
TD -7
f� PIPE SLOT
{2 PLACES)
J
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES;
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL- METFR BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD -13
SEWER SERVICE LATERAL CONNECTION NOTES;
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0-2' HIGHER THAN THE
TCP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TD THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27 ��
{i /a° PER EGOT }
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2MIN
DIAMETER OF 4".
rwopi
5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
01
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SERVICE LATERAL
SECTION
45'0'6"
IN LINE WYE -TEE
PLAN
VAR IES
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD -33
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN 2" TO 10'
(2707
7 CU, FT. VALVE BOX
#68 STONE
4 n 6" GATE
2"MIN
e � .•�., VALVE
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST"'
�.
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOM.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REOUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL- FIRE HYDRANT ASSEMBLY DETAIL_
N.T.S
FIG. W-4
TD -8
HED GRADE
AIR RELEASE VALVE
BRASS OR BRONZE PIPE
BRONZE GATE
VALVE
DRAIN TO GRADE
111111
F POSSIBLE
1111.
I�II
- I III-
-
III III III -1 I ��I I -
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
$"MIN
(6" LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
CRUSHED STONE
STYPE "K" SOFT
COPPER
TION STOP
N 0 TES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.W. AND FITTINGS, FOR WATER
LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV) -
14 T$
ARV)
TD -2C
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -CF -WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
NSTALLATION IN TRENCH
NTS
FIG. S-3
TD -34
1,TH 0� T
SCOTT R. COLLINS7�
U Lic. No. 035791,
ZONAL E�
IIIIII�
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Uj
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Cl _
Cl- (1)
JOB NO.
182150
SCALE
N/A
SHEET NO.
10
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24"M IN
NTIAL BACKFILL'
$"MIN
(6" LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
MECHANICAL TAMPER
HAUNCHING
N0, 68 STONE
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -CF -WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
NSTALLATION IN TRENCH
NTS
FIG. S-3
TD -34
1,TH 0� T
SCOTT R. COLLINS7�
U Lic. No. 035791,
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SCALE
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SHEET NO.
10
/ x PROPOSED DRAINAGE SYSTEM
LOT SS \ x
FFE=442.00 \\
LOT
T 53
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/LOTS
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/ \ LOT y8 ✓ / / i \ \ \ \ \ \
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/ LOT 45
f e / FFE=yi .
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/ FFE=415.67 I ,
LOT 43
FFE=414.00 / P
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/£ LOT 39
FFE=407.00
��Nl)y31b M t l
Mdo.ay\ LOT 38
• FFE=405.67 NOTE: A 2o' BROOKHILL HISTORIC HOUSE
l BUFFER SHALL BE PROVIDED ALONG THE
Abd w ROOKHILL HISTORIC HOUSE LOT. THE zo' '
-BUFFER SHALL BE EXISTING UNDISTURBED
.I — — — — — — — / I I •9 III a I II IIII6kl°< I FFE=382.00 I PROPOSED PR
NATE ROAD /f 1 I / / ' '
f IALLE ' ' NOTE: ANY PORTION OF THE 30
PRwATE R/W R OSED WALL t /
o-� �kd
----- - - - - --
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BUFFER ALONG POLO GROUNDS
STORMWATER
P POSED -7 ROAD THAT IS NOT CORRECTLY / �
...MANAGEMENT /' / /
FACILITY / WOODED OR THAT IS DISTURBED
' j / DURING GRADING FOR THE ,
�w EXISTING STREAM XISTIN STREAM
w
DEVELOPMENT OR ROADWAY
IMPROVEMENTS SHALL BE PLANTED
-- _ AND SCREENED WITH A MIXTURE OF
C\\W \\
30'WIDEPOLo DECIDUOUS AND EVERGREEN SHRUBS
.GROUNDS ROAD BUFFER \w
A -a , ` (o.3 A0 \w\ \� 1. 1,,�,\ AND TRESS TO BE APPROVED BY THE DIRECTOR OF PLANNING.
� mow\
STATE ROUTE 643 POLO GROUNDS ROAD
(WIDTH=50' SPEED LIMIT 45 _ w�
MPH) D. B. 481 P. 263 O w\ \ \ \
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
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11
General Construction notes for Stormwater Management Plans PRE -DEVELOPMENT SWM PLAN: / STORMWATER MANAGEMENT NARRATIVE: POST -DEVELOPMENT SWM PLAN: Proposed Impervious Area Summary Proposed Impervious Area Summary (DA A)
1. All dams and constructed fill to be within 95% of maximum drySCALE 1 "=60' SCALEI"=60'
density and 2% of optimum moisture content. All fill material to �/ y Existing Impervious Area Summary (DA A & B) OVERVIEW: WATER QUALITY- Defined by Parcels Legal Limits WATER QUANTITY LTH 0�
THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT AND STORMWATER TREATMENT IS PROVIDED TO
be approved by a geotechnical engineer. A geotechnical engineer is WATER QUANTITY Proposed Roadway 56,685 sf
to be present during construction of dams. MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILL
2. Pipe and riser joints are to be watertight within stormwater / / 446 / Existing Roadway & Sidewalk 22,125 sf COMPLY WITH PART IIB SWM REQUIREMENTS. Proposed Sidewalk 12,600 sf
management facilities. 7 Existing Onsite Building 1,275 sf Proposed Buildings 57,850 sf
3. For temporary sediment traps or basins which are to be converted / / �/ / WATER QUALITY SUMMARY
to permanent stormwater management facilities; conversion is not / / 23,400 sf THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THE USE OF A Proposed Driveways 30125 sf
to take place until the site is stabilized, and permission has been I LEVEL II WET POND. IN ADDITION TO TREATING THE LEVEL II WET POND, THE FACILITY TREATS THE UPLAND
obtained from the County erosion control inspector. �"' / / Q / AREA WHERE AN EXISTING HOME IS LOCATED. THIS EXISTING HOME WILL BE USED AS A FEATURE AND 157,260 sf
/ GATHERING PLACE FOR THE BROOKHILL DEVELOPMENT. THE PROPOSED DEVELOPMENT REQUIRES A
/ 444 / PHOSPHOROUS REMOVAL RATE OF 6.52 lbs/yr. AND THE LEVEL II WET POND PROVIDES A PHOSPHOROUS / 444 143 125 sf �ssIONAL E,G
/ REMOVAL OF 6.79 lbs/yr. /
\ Proposed Impervious Area Summary (DA B)
/ WATER QUANTITY SUMMARY�I / THE PROPOSED DEVELOPMENT OUTFALLS IMMEDIATELY UPLAND OF AN EXISTING CHANNEL. A PROPOSED �I WATER QUANTITY
LEVEL II WET POND IS LOCATED IN THE SOUTH-EAST CORNER OF BLOCK 8B. PLEASE NOTE, THE WET POND's / (( \ I Proposed Sidewalk 875 sf
/ I X42— . CONTRIBUTING DRAINAGE AREA IS LESS THAN 10 ac., HOWEVER A WATER BALANCE CALCULATION WAS / I 42— \
/ \ Is u \ \ Proposed Buildings 3,125 sf
COMPLETED TO ENSURE THE POND IS A VIABLE DESIGN. THIS SUBAREA, WHICH IS LESS THAN 10 ac., I \
�\ • ACCEPTABLE IN ACCORDANCE WITH VA DEQ SPECIFICATION No. 14, SECTION 6.2. THIS FACILITY IS ALSO
Existing Roadway & Sidewalk 21215 sf
DESIGNED TO PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE PROPOSED DEVELOPMENT. / \
CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC 25-870-66 WILL BE MET. PLEASE 25215 sfI
SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS.4f# 4q
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FLOW
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A ELEV. 19' & �/ — w/ A ELEV.=19' & / Q
/ 70' OF CONQ. FLOW I / 170' OF CONC. FLOW ♦ /
s
550' 0� OHANEL FLOW \ \ �/ ♦ 550' OF CHANNEL FLOW ♦ �, N
W
— 65' OF OVERLAND FLOW
/ w/ A ELEV.=6', ■
— / / �� ■ / 170' OF CONC. FLOW
_ w/ A ELEV.-24' &
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\ V \ . SUBAREA A i
. 7.52 ac.
Jim m\ / / / \ ° ° ° . /.♦ CN=76.2 m \ / \ L9
° I I ■\ ° s Tc=0.18 hrs. / M
/ / / \ ° 4� /
/ / ■
/ N
/ I — /\
`7 \ 400 SUBAREA B . I
— \ \ . � I I I ■ / � / \ "' �\\ C'7
QTc=0.11 hrs.I / LU
� /ham I � ) \ I I I � � � / � /-�� I � � \ ■ '_ — 398 - /� \ _, �� _ � ; ;' �-i\� � � � � / /
PROPERTY LIMITS TO BE USED / / I PROPERTY LIMITS TO BE USED/ (I
\ \ / I I I 1 \ \ \ ■ FOR WATER QUALITY BOUNDARY. FOR WATER QUALITY BOUNDARY. / / N
\ � � ♦ N
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-�� > � 111 _ 90 �, � II � � � �►��,.�� �_\ / ,�� > 111 ..90 ,� _.,� � , W > Q
-
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AREA REDIRECTED IN
POST -DEVELOPMENT
STATE TO REMAINzp
WITHIN ROADWAYS ♦ 4 / \ V / i\ i '�� ♦ IW4
LIMITS V \ / ■ �LJJ
I
WPO STREAM / ��� 100' WPO STREAM
BUFFER, TYP. V6V BUFFER, TYP.
�,\� & -SU REAS A & B / , A I► �._ S i �� Q
7
L9
9. ate..
��� A TEMPORARY OUTFALL \ � �
EXISTING, RECEIVING-- 7\1 PIPE TO BE REMOVED., \ ��76� CN=60 _ EXISTING, RECEIVING-- \
\ _
INLET (TO REMAIN) IS ." 37 ry � WITH THIS PLAN. \\ \, \ \ Tc=_0.18 hrs_ � � � INLET (TO REMAIN) IS � l " - 37
SECONDARY POINT OF
/ SECONDARY POINT OF / / // '• '� � \\ � ' � //
ANALYSIS / / _� \\\ \L \ / , '/ ■ / / ANALYSISl l 37 U
LU
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�\ \\\
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37� 374 �, V\ i — LOCATION OF ♦ �/ ��� 370 \\\
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PROPOSED
LOCATION OF\ LEVEL II WET ♦ O / -
APUl
PROVED FACILITY �- —�.� � POND ♦ � / I
26� W
�� 4 �� I LU
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EXISTING_, RECEIVING' I I I - A - I Ld_
CHANNEL USED FOR ! i� I I I ■ A �_ W -� I
I I I I ��� VA\ VAS QUANTITY POINT OF I / I I I I ��� ■ A, f W
III 36 \ ANALYSIS ■ �I J III 36
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7
/ TO PROVIDE STORMWATER ♦ ♦UALITY & QUANTITY C)l —
Q
• \��� i / TREATMENT \ N
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CZ- JOB NO.
WATERSHED SUMMARY O \ w\w� \� \\ \ \\ \� \ \\ i — o \ \w \\ \ \\ \ 182150
SCALE
CN Area, ac. 1 -year Flow, cfs 2 -year Flow, cfs 10 -year Flow, cfs \ \ \ \\\ \ \\ �— \ \ \ s \\\\ \\ j "-60'
DA A & B (Present) 60.3 9.16 2.70 5.81 17.96 \ \ O \ \� VA \ \ O A \ \� VA
DA A (Developed) 76.2 7.52 (To be Routed in the SWM Facility w/ WPO) SHEET No. \� /� _ \� A \� /� �� A \�
DAB (Developed) 83.5 0.95 2.09 2.91 5.32 \\ \ \\ \�\ \ , \ \ \\ 0 \ \\\\ 12
SCOTT R.
COLLINS'�
U Lie. No.
035791 �
`6lpo�
/ 444 / PHOSPHOROUS REMOVAL RATE OF 6.52 lbs/yr. AND THE LEVEL II WET POND PROVIDES A PHOSPHOROUS / 444 143 125 sf �ssIONAL E,G
/ REMOVAL OF 6.79 lbs/yr. /
\ Proposed Impervious Area Summary (DA B)
/ WATER QUANTITY SUMMARY�I / THE PROPOSED DEVELOPMENT OUTFALLS IMMEDIATELY UPLAND OF AN EXISTING CHANNEL. A PROPOSED �I WATER QUANTITY
LEVEL II WET POND IS LOCATED IN THE SOUTH-EAST CORNER OF BLOCK 8B. PLEASE NOTE, THE WET POND's / (( \ I Proposed Sidewalk 875 sf
/ I X42— . CONTRIBUTING DRAINAGE AREA IS LESS THAN 10 ac., HOWEVER A WATER BALANCE CALCULATION WAS / I 42— \
/ \ Is u \ \ Proposed Buildings 3,125 sf
COMPLETED TO ENSURE THE POND IS A VIABLE DESIGN. THIS SUBAREA, WHICH IS LESS THAN 10 ac., I \
�\ • ACCEPTABLE IN ACCORDANCE WITH VA DEQ SPECIFICATION No. 14, SECTION 6.2. THIS FACILITY IS ALSO
Existing Roadway & Sidewalk 21215 sf
DESIGNED TO PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE PROPOSED DEVELOPMENT. / \
CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC 25-870-66 WILL BE MET. PLEASE 25215 sfI
SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS.4f# 4q
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Q] \
/ O ERLAND \ I 100' OVERLAND
FLOW
J w// A ELEV.=S', ♦ (i � � � � FLOW w// A ELEV.=5', � W
A ELEV. 19' & �/ — w/ A ELEV.=19' & / Q
/ 70' OF CONQ. FLOW I / 170' OF CONC. FLOW ♦ /
s
550' 0� OHANEL FLOW \ \ �/ ♦ 550' OF CHANNEL FLOW ♦ �, N
W
— 65' OF OVERLAND FLOW
/ w/ A ELEV.=6', ■
— / / �� ■ / 170' OF CONC. FLOW
_ w/ A ELEV.-24' &
— —
�� / ♦ /300' OF CHANNEL FLOW Q�
-
- — a L a: � ` � ♦ �
° 4 10 I ti / I �� / ° 4 ♦ . ti� /
\ V \ . SUBAREA A i
. 7.52 ac.
Jim m\ / / / \ ° ° ° . /.♦ CN=76.2 m \ / \ L9
° I I ■\ ° s Tc=0.18 hrs. / M
/ / / \ ° 4� /
/ / ■
/ N
/ I — /\
`7 \ 400 SUBAREA B . I
— \ \ . � I I I ■ / � / \ "' �\\ C'7
QTc=0.11 hrs.I / LU
� /ham I � ) \ I I I � � � / � /-�� I � � \ ■ '_ — 398 - /� \ _, �� _ � ; ;' �-i\� � � � � / /
PROPERTY LIMITS TO BE USED / / I PROPERTY LIMITS TO BE USED/ (I
\ \ / I I I 1 \ \ \ ■ FOR WATER QUALITY BOUNDARY. FOR WATER QUALITY BOUNDARY. / / N
\ � � ♦ N
UJ
s
-�� > � 111 _ 90 �, � II � � � �►��,.�� �_\ / ,�� > 111 ..90 ,� _.,� � , W > Q
-
�� \ \ �o v v _ — ,��� / / ♦ 388 ♦ /
AREA REDIRECTED IN
POST -DEVELOPMENT
STATE TO REMAINzp
WITHIN ROADWAYS ♦ 4 / \ V / i\ i '�� ♦ IW4
LIMITS V \ / ■ �LJJ
I
WPO STREAM / ��� 100' WPO STREAM
BUFFER, TYP. V6V BUFFER, TYP.
�,\� & -SU REAS A & B / , A I► �._ S i �� Q
7
L9
9. ate..
��� A TEMPORARY OUTFALL \ � �
EXISTING, RECEIVING-- 7\1 PIPE TO BE REMOVED., \ ��76� CN=60 _ EXISTING, RECEIVING-- \
\ _
INLET (TO REMAIN) IS ." 37 ry � WITH THIS PLAN. \\ \, \ \ Tc=_0.18 hrs_ � � � INLET (TO REMAIN) IS � l " - 37
SECONDARY POINT OF
/ SECONDARY POINT OF / / // '• '� � \\ � ' � //
ANALYSIS / / _� \\\ \L \ / , '/ ■ / / ANALYSISl l 37 U
LU
�� U Q
372 �- � � � _ — _ _ — � ♦ / �� .�� 372 - — — -- � � �
�\ \\\
I 11 � I // 11 � ■ -_
37� 374 �, V\ i — LOCATION OF ♦ �/ ��� 370 \\\
\I
o
PROPOSED
LOCATION OF\ LEVEL II WET ♦ O / -
APUl
PROVED FACILITY �- —�.� � POND ♦ � / I
26� W
�� 4 �� I LU
�/
I \ Ln
EXISTING_, RECEIVING' I I I - A - I Ld_
CHANNEL USED FOR ! i� I I I ■ A �_ W -� I
I I I I ��� VA\ VAS QUANTITY POINT OF I / I I I I ��� ■ A, f W
III 36 \ ANALYSIS ■ �I J III 36
I I �
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7
/ TO PROVIDE STORMWATER ♦ ♦UALITY & QUANTITY C)l —
Q
• \��� i / TREATMENT \ N
-- \ w l l 3 .- ' I 1 \ V A o w - �� � �♦ ; %� �A V W
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w VA \ \ w
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-- n
CZ- JOB NO.
WATERSHED SUMMARY O \ w\w� \� \\ \ \\ \� \ \\ i — o \ \w \\ \ \\ \ 182150
SCALE
CN Area, ac. 1 -year Flow, cfs 2 -year Flow, cfs 10 -year Flow, cfs \ \ \ \\\ \ \\ �— \ \ \ s \\\\ \\ j "-60'
DA A & B (Present) 60.3 9.16 2.70 5.81 17.96 \ \ O \ \� VA \ \ O A \ \� VA
DA A (Developed) 76.2 7.52 (To be Routed in the SWM Facility w/ WPO) SHEET No. \� /� _ \� A \� /� �� A \�
DAB (Developed) 83.5 0.95 2.09 2.91 5.32 \\ \ \\ \�\ \ , \ \ \\ 0 \ \\\\ 12
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PROFFER STAMMEAT
Date., October 13 2016
-Neiar1 'IQ, 2015-01 13rtxi khi Ili
lbx flap :end Part.U- Km mboc sjr 04. 6091-M-01t8AQ, 1146U0-0 h -Oil- J801J ;inrrJ {t�l6lHl� b�D{l-4kl t
TILmA-151) and 1'asr-ml Nuniber(s) High 5411461 Site: 046tlil.-Ot640-01SE0 airti 640*0046_0jaDo
fhYfrur(s) of Reco, - C:NAIRLES U. HAUGH & VUZAUII�Ttl ANN 0[;l,lWS13Y [NAU(a,lly
U1EAf4J. RS i.. HAl1CIL & E, J. 0GLE, IAx, JR., TRUSTEES; CROCKETT CO P#,ldih'E`1fJX a
ViJ41C:IL IgA CORPORATION;
;Y; HORNS LAND COR110RA'tION, ai VIRVLN1A COIRPORATIiC N
AND CRAFTON C'OW)RATIONN, a X'Tll_GINI,A CC}RFOR_ATJO
€ f1e Llf >t' I er 51 -2016
Appa'+r6naloly 27.5 wri`s to be-vz1sr1c4 !morn It -1 Re-sideittiol Lo M1cMD (Netglmbor[100d rvJcpdel
D10 rW1
CJI, I LJCfi 1 . it ►[!ta"Fl &Ir.J"].ZA_9Errfl, ANN 0GLEg3�V kiAfr(wff are Lhc clwner's of Ta_x J` p
Pam�et 1t-t{�i 0-06-ilii-418AIN CHAIELirt�S t1Liii F. J. p t,E8liG3-} At. T111' l CHs a£c
VwticO a'f 1_n .1't1V Pfw"l 0460 -00-00-0180; arrrld CROCKUUT -COR[efilftA`l10N fi; the owwr of
1-tr-K May CaTcel 04601)-00-00,6000; x1'. of 11L0 MV11CI'S eifslWh pr2reed�j are ',-C.k d to Jtofe>irt; COJleetiveJy
as [ha "C}}wrLtr' and tilt O-Tcch are re1'clrtd tit harcin as the `I'rL erty". HORNE LAND
CORPORATION is d1eL givrwr oi' Ts, M,jp PNor and cRAT"TO
CORVORAU ON is the owner of 'Lias Map Parte]! 0+14MOO- oIlSDQ. '!he prope>rLy iirs ll]c sLabjcYt Of
tlie i'e1 nlrL :mppiicstierr iden[ir Kl lay Albrlliamlc C'QUAr(tiLC C(puaty") as:aZJi-'iA 2Ut6-007" fuapmjr�ar
Jtliovrr) as"-13rna liCJlt111 #1]ta? ?ro*!" 1, whieii ine-hales the apptieatirxr plop pTe�r i Lay {:3)111`rL3
ENginwi'ixmg eixtilln(i, "1Bmookbi[I Ncirhbaarhavd '.§e1odBJ District fhll1 D) Appl€cadnn P1^1 1a5[ rvvist.4
Septembnx 16, 24016 (flex: "App!J"tinrr plan"), at C'ad� of l velwipmcni crililled the "Brockitiil
NeighbW110,A MuLcJ {;ML of l vela mttl`lrx," las[ rt:vUed Oc:tob xr iJ, 'N16 (ills` ' 6de of
DIV (apllaiixctl terns, m,trl�i-id#ii� in t1�xs; t'roes'sht llavc the 5atilw defiliirtarl
13 set ford) in i:User Ihts Cr.K of Den' alopruclru Of the A.pplic;.tl Ort Pfau.
hrvruarlr to c&- a. 3,3.3 pf rhe Alb�*D* Count- Zoliibg rdiir3alwc, the Owner 11ol iy V011LflUWity
pralfvrs lilt cOnLliu, mts listed iselour which ,lLtt11 6x: elrplkd ter ltw 1'rowy If it Is Le zoiliAl Lo the zonimng
district idenliCed al vc. '19Lase colidirb s are pre>;rae1e~d as a part of the propawd Mx"11g, olid tlic
Dvt:itcx acknawlWgks [Lodi the eonditbai a„ereascnira"tt .
[, '1`i`.#SJ51x+�i`�:1lie�a 1lrttaro;•c1ri1=_lets
A. Pot ar�lrL —,vel rs. 1'urslittint to toed plam35 a#aProti�4d l;y lhv VirZinin L �lurtam>cart
Of Traa;a rUU1.ai(k1T1 ('VD(JV'), the OWLle'f Eha1 ;,-Q1 xtruct all int ecdon aad lurn lane
improvttrxnt4, iDC[Udi:lt; irrtt7lxl 'e'11 lit 10 the hcriaontm16 li"Cat, veal Gl Aig nrwfit and cross-
mellon of N10 Geourids ltood ("Polo (irutlnd� RQod [mprpveiliet:ts"), 'f'lae Pay)La 13rcrunsJ!� lCo-4c#
tmi5lr' -yerews dial] be completed in two phases. 0waer shall bt;Sin oonwre,clioli df Ylmras>L 1, us
dviczeA Oil 3 %i figure A. ll~ndEhill Tmflio Phasing P1rL>I> {"TrtMe tPhmiing 1}iari"}, prim' t0 'Ie
iasullm:c:a or ;a 0ild!rig perz3xiI ("Fermi0) Ek the list ( I') dwgjj ixg vr'iihill the l'rojuut, aild t_he
[rllLas,m T Kilo Ciraum7fl� ]load t;ixpzow cents sLwIl Le subsuiniial ly eo>smp[r led prior 10 fssLaMIC0 Qt'
Dither i) a Permit liar Ilse Iiftiolift �500't dwpliing (other this an As�imcd Living, a_U. sing 11011W, riSL
hsaw or t�i,�'aCe�L:�ut falcility) �lrithit% the PfoteL;l, %at is] a! c�J 1%:;j(c ar omupaLcy for airy U116
viiihirm a mriLIW# Caftlfiy dWC1VJig w[tltii) #lie ProjeoAl Wh'Chevcr f'17'4 ti Lrr l;a y 1ir', a� dcpic"'cd
ost the TLaffiC Ph Mas Dian, shall he vt]wplclud prior to issuance ofaray P=r1b for a d veikng
(piper Lhan a mni l-J[amifp dwelling. ��afiistcd Li[vin:j, nursing leoint, rest liumr Err cr iiv�Llc$c_11t
];utility) within Blooks 144 of die Pmjtot. The Palo Uroumttls Road lmlw;wma Tiu nbull be.
Oe.zigilerJ ant] �ft=L_uctesl to applicable VDOI'stwidards, including. without lirilitalicaz, VrIcn"s
(J'M(1WLVie 13osig,t. 'file nolo OrCLI[Ils itLIdd lmrtprvvr.me.nts 31ia'1 detetxalincd to be
stibsz4aftiwly t'[ 1pNied by; i) L'ic Ahsxnnr?r, Ctaunty Ezig iwur, ur iw drsitarm, cls• ii) wheel Clio}
are (�U1M 1, its r,:l+ and the VWrl' CO25trueLi41L bond is, mlraBcet, of iii) r VD13T oFliv!al
odic il_gt comtlirnm l zh(tt they A re sukysE an I icily cumpk-tc.
Pwsuaat to approval byr VD0T, Pala Crrrmds ROd linpwwarmenk; shill iuc;ltLdc sOatnandar
lunad, sttowri c'oucepwally in Figure B, e1:91latrnarlder Cro:�i%4 Exhshit"). Mairvmiaaw of tlr6z
sahrnnrider waur-15 Aull. be rile rmpomihiliiy of ilxk LNmer, attl a rrLAlt>eti#ltit:e �Pftclnvdk shall
be c smbEshed and appruwed by VW7 dumim5; they VDOT r0yiew of the Ngil ?nm for tine l'a11Q
Grounds Read lrnpr vewtutos.
]d, ',EaU12_aUlterw0e IffiRrmrneAft. PvFS4 xil ti� rtmd Mats appmvod by VD(Yf, Li1C 0%mer
sitm tom>9truat Lill incersecliou slid turn hoiu i11,pYexireul per; slung Route 29, cnmteeptuaily 4epicled
oL1! Ola Ap}aikatio,r Him ("JRouW 29 Intersection InlLpeovetitcnry"}. 'ffxe Rcsuge 24 lrlterscc(il)ll
kT1Vr0,Vtrr,nW 4MIJ bc t;ubsl�tltialiy malpletsmd pLicr to isz5uarLw or clihta 1) a Permit fcw k''re
lifl.ia'lh [5q') &.VOINg (Other:' Than an AssasteKll�i+riRg, tmurtialg 11emL1e, I-cgt hpolle o1' cctrlvak.wcnt
fk[mt}j vithm the 1pgeCt or Il } s� Curl i�iL' ltd ym' [z[U�for bhl jr3r ti9 y#1h a n m mull a
trV
dwt;lEing VeRI ill the Projer, whji:ftC •-Cr first lll;cufs. 'rho fRatlkt 29 law5wriali I mpivvemelirs
AiWt be aesi led and nsiti,lc(rd to aLppikeable V'DOT 3wrldards, f )chiding, without limiLidLilov,
VDOT's Qwmetdc De -sign, "i'i;,fm RouLL- 29 Intmix6on hupiovcmncnts ;~h1 11 be; dct,errriinCd to b+c
suhafantiaJly coin.-&bed by, i)E 1[l(: Alb@nmrle CAmay Baginm--r, or Jm desiplaco, o� iii when t; v
art cunstmructcd, i'n<pKict acid the V1 'L' cimsrrueiiux bomtd is micawd, 6r iii) a VDfYI' a ffialrtl
othorwiae confirrri�i dost ihavare s -a stmnlidlly uorapLcle.
C, w Lic L tanecln n_ Purguisnt to road pkung approved ksy VJDUr a ud it eetnporrry
construcl!Oh CtisCi Ont amid ma.intenanw a4-.T"irxz1L giprcived by Ille I`.OUELLY• %-e 4wncr sh$Jt
Comgtrui!- thi AS'sa%vkW guollexmrd L ectiasli. ss zance-1,Lu&%y aiep'ko- ..l wish in3premve4llerds "xl
lam-wapinf, shown Oil eoibll Ck AlInvood Jagak- rd t~+}t I'MiUll ("A511w qd Bos! cyar'[I
11n�c>ion'" , €tla Ashvsond Ront�:ywd {�ontux-tion, which WoNda:s a PC&S111a0 W11LIM-0011r
spall be ltd Mor to rmd plaaa ttppmval and suhsiaantiaB completed prior ILS; i,) the issuammca clf
the 1'xvt: hund;-edl (SMth) Peardi For q �v lljng (other Ifiart a multi-ra lily dowelling, Aaain d
Uxip& Pur:Oiig humt, rt -sl homy (3E canva3lescCut fat:U11y) err Jr) th-e -is3uancic of time Ciglo
l7IeJ'>'d'1�1 L Y 1,
Odih {SIXth) Ptlr7 iR for aLy dwolhag type xid'641 Ite afr4jCti1* Wi 1ChCVCr Lrst ipcours. ]'n ,ally
4 YWlltr Ovrncr shalt IIEUwC coiaph2!.riA the Anihmt Dd Mnulcn--pW C onnec ian plica to 111c cutup cliorl
of lire imtwi externem of Ash w'e]cael 13(.ulcilard is Bcrimiar Urive Exteosiun.
Uluil silt -h t. mo m t']l_c County dcirrmicos tem -wbiTl t the Aawocj ElaulevoM Carmel iclrl rnr
Public aedicadoil, the 0hVIltr shall[ be res-punslblc far all xmpi;irtcnancce , repim, brmuding urKi
4125eLtmicc of clic Aiib tiood aouleuatel I`'.01111eVd0rt• Inst OWRfr shall 90filft -a Lenip&Ory
torl5lrue4OII casci3mi and 1rALItQ733r e b Cn1 n( &t i5 BCCaptahl2 tO Ille Cott lry prifYr to
appz"al of road piaw t6r P Mt L: l rrx1d%vayr 1111P(0VCMr MLU- The 0wriei•'s irnpraverria<nes shall h
ticctiCureci, 1uge(her W!01 f4C 01UL1ty-afwt3ed T4.ghi-orwax m such time astIke Courtly d1;LI-Folirie& to
Sttbinit the ALSI}%roo4 Boulevard C mrlectl�,n for publie didzcnlion_ The Azhwabd R0 ivlvvard
connea;t[on gl,sll kO- delcnninod 10 1%e w6lantiaLily c:oniplzmd by: ij Ilia Albonlarle aunty
i'rsl� fi CL5 IIiF
Encrftleer, or its dczgiW1va cr- ii# wlierl it is comfteled. inspe-ctod mid VD&f lim �cLe+pmd i1w
Ash Lvaod Conrleclion ror dedicaticap (A' iii) a Vf3QT vh. 6ai etherwiye voii imis [lint they e3fl�
suLm'.st�iltia[ly cvm�Llilo#e.
U. Rip Mills R=S iJ:elwt qa- lour -remit to rolud p'•_nn5 r.pproved by. 1VJW, the Gwrrer shall
constnrct a two lana:' rtAd ronjiccdon from Rio Mii[s Rc-ad 1.0 the aiew[Y-Con-strL1fE:w, borkmar
]give Exlcr.Sian in the tlppnxXinote lm}Clitio:l shown Lm Exhibit 0, Ric Nlills Roadway Cioanactkp
("K9 Jlrliil s road ConileLtigW'). The R16 Mills Road Conn0irmti i-haiI be Subrstwitially corttpletk
prior to- i) imua=e of the miter hundTedth (2t1Uffi) PerniIt r I-dw� tiinA i,niI (o11wr [hila it M alU-
farriily dwe' lling, A-AWW Uviol, 010Ang LLUMC, mkt holo Or con tJcscgnt facility), or iij this
accupanl y Of twenty Avc tbousaad (25,000) squmv tinct w More of tlorx-ItiL! itlentiat spatco wIt7in
[#flick 1 orthg-PtGjccCL Yrlliclt l4lf{;r first l}4cML
With the first 1911101 subdivi�i it plat, or First final site Phan for iinyf of,hc Property,. uK4.I.udTrLg the
srlhdiVWi 11 of ]Black 19. 0WAer �11;111 &*(timate siiffitivat land to permit the wri5tr'i eflun of the
Rio Milli ]Road Coymtctloll (Including rig!4 of any 4n4 Wrrtdirtp gwmir rt[sj Is conoepttfally
showtl On Exhibit D. {Tho 41vdicattlonl play# for tile Clio Mills Road COIAuuft ua shAl[ not be
rlp�rKm' a;d until all read
-und inl'ra�t acrLir+c Plarrl� are Wrow'M abet eonstrwled err bojidedj '(hk i e~r
sl 1411 bear tlis~ urast, li GiRtW wit). prcPant iiu[l of [he Ric-Mi115 Rond Colineeliou dedicaiion plai
for *view and approvvi by Allacamr!e Coun1v (Lear; " ouncy�- The RW. ilii Ills 104 C:onn.eqti0i
its, -,hall bed LcarzTLtned 1c,bG 51�1m51 s1111r31Jy.' carnpleted by: i) die A!belnEtric Caul ,� Errgia"r, or its,
sTltraec or Ji} when it is constructed, inspected and 1rf1M f as accepted the Rio Milis
('olptIL Torr for dedicatioal, or iii) a VIXYl' oPfitial okhcr►wig vgnr'rrjnt thpt Clay art st; [atttially
aofrpJete.
E Tris€t SSM- Tho Ow-rur shill construct a Transit Stop'4t'ithin die general loco ian sitol�n w1 a
proposed Trazisik Stop on the Appl"tioa Plait (thc `•'ri'rainit stop,' ). Stop jh?LJI ie
mdcr 19ned a»•d crarmstructed In cocvdiiwation >rari#li, wid apprq-yal by the Comity Difcewr of
CLxtri11111nIty UeYdl miW alid IltMiaanal Transit Atillibrily (i( in place) and sltEN inexirppratc n
Ac€ er, including n rest beet lt, p dcstt'eaa access, and sigagge gg1101 tv 9r bptLcr thgn &, currant
iwnLA &hsps Isar Char[otwsvi![e Nma Transit (GAT). The Tran6t Stbp 5ha1l be installed nad
uuniplf;eed c orwurrontly with the, ili�t [J:atica of surrounding roads tuui widawalks wialiIE Block I .
The Train;it Stop and ahovo rtferoaci:d f0fures dill be dWicatad W pi. 111 1.20, or the towner
shall glual an caiti4'ment as neoe�_ga Ig aJtow fen she Pubic ee"-ss RAd Usnse'f wuh fucilltim
l`, Fublig. Traasit QRffW -Bpril s- within sixty (w) days a imosit . eyict4s to flit Proln:ry
kav ing. M*nManczd by CAT, a mgion.al trawiit at€1lncrrilty, or 4t4cr pi co idtr of n1l5it SLlrvic�
selec[cd by dile County, ffic Ownsr 5!Wl L;aNvributL< F[Itiy 7bousa nd 11)gllatrs (550,000) to the
t~Owlty t:O 6c -used fur opersri.n expenses-ralatiltg to transk sftrvice to tite PMJmerly; and Owner
511411 CQ=ibL1tc Fifty Tligu.iand Dollars (Y5i),041) to the Nunty each y42ar thereafter fora p iud
of nine (9) additaprL tI yc:;rls, &uch that the oast contribx ted to the County puv icxlsit to;his Proffer
IF, .513211 not exceed Five 14undred Teausund Dollars (S509,000). The rione:rery r:.❑dI:ributinn in
yeanw rwo (2) thiogk tsars (10).[mfl he paid by the analvot! 1'I U OF the iirRl concribution-amd
each dial; h morttr botion s1mlf # r-lathtionid M90a tranSii -wn i v- being prcrvi to the T-12-opurly
during dw t e.tye (12) moarb period prig to suchco=ibutiolL
(i. st .r r t'trc_ ! Liggell, m• "['lie 10*10r Shat! es1iiblish Gonstruc(k.)i Enlrinien to Liu:
Paropea'ty irL ]acations approved by the County and VDOT as pari of the Erna_5i0n 31Ld-SCdi1nLb1l1t
ontrol Plaal and Site Plan proeess, Daring the pario4 hi �vbjoh x011 roads wi.11 he uOausinrcted
within rhe Propefty (and until c wp)ekiorr), itastr-action lraffi� s6il be required to osu Clots
ausrn,elinn Entrances as dcsi&limltcd i1>_ tilt a pFoaved Prosion ttnd Wifm-ml Unw.lWan, T1te
Page 3 QF 10
owjwr shall Prohibit Mule CPn31rtrcU0L9 Mutltc from eweiiag the Project via A.rhwQoJ 6001m:va.rd
aml di60goillary Tudge Road. C1.L AK nx-46 etre ooam[llctvd amid dedif:atead few public wwhe
Ov�ne,� si mil
to lin_q�r lwvv. ific AulboAly or rasllunsibilily to gulatt= z4fmc ftrlcon.
i!. } lmfuovy�ltt ,_t m�lt�?, TIw road IIriy*L, Irlcivs hmcd lac paragmphs 1C:c1J](1 ! {Ll
lir{cud J-miLrxrvrrrlents" . lfote shf tll 11C conatr Qled i1n MVrfltint:U tuiLly rWd plan gttirlr>illed by
the Ownef acrd uppmved by VFJOT, arra) slim' he dedipated to lit1bJ1'c use, Ail of time RwrLd
Improvvrin rr:rs Oaal l be cicsiUmd 4AW cuns"cl ed [v applWgb1e. y DOT utandnrd-8, irChIding,
4i kcal 1lalririlitin, VIDOT's O'Yl metric VQS1.Kn_
[. 1'0j2-Crro
j&a& Road RLJ1Lqr�.t��xFV3kitbin ninety (0) CbYK afltx die 1'C W51 try then Luray
sad 11M IM"] !av VDC7'1'3 Waur 9haR cause to be iwla1:ed, rd i watrs ar nFenw, a imine. sLipuil
at the Vola Gro rinds Rnad and Ntxfulk 801L4I.J�M RgiJ10a4 OvQrpass. [f, withil>i Ict (10)'ynms after
'Ile date Of [sAt1sWv Of the first (isl) CO f'nr a siingk Fara ily dvsr,Lli,mg wilhill lite F'rojerk the-
Cdttrtly hn Pot �u 1+�aae d, .(� VTf3T ring wt mproved rl>LKr' trat're Sigrud Within that bine
Wi0) the OwrrrrAall lair raHc7e(J %FfQiiy ahli Bolt to jasi{ill a 11ATir signal.
2.
1'ra1�a. 1'r�eks noel i, l+ c uc s, 'Ile i ,+txv� ghalr. prcvtav a#tc f'ollowIllJrl>,pravr rrtCrll wictrin Citic
prcmTri.�rl v;
A. 'J�n9_19t[w2& A pelinhive trail '-Trail NeAwcrk"), consistent wit}1 rile County's
dial p Bt rAelird5 ter a Glass 13. lypc I hili -'e nal ul,C fttul, 9Iall [1L; n[,RbJir hod �Atlaia tlW
Ciretinvay as desodbed wilhiii ,K� CWC: of L)zveftpitreLrt '1'he fellernl 1(wLgtij-)R cif the: '['call
NIMworJk i,& slhowit ern The Application Plan;-ltowt ver -zi=- :t it tiI I��aLions shall 6-cdaiffpri lied by
tht:Owner based o' i Site �o Aiiolla avid lit {rlordin.alk)L1 mth khl, (.,'Liiitlty� flutalall;p11 nnhc Trail
Nel4+ork- shaft coniLuffPce vLwncuue:afly arrifh The site work fax t[re farsi Hlonnk develop}d w4111[n r
#'COjeal anti Llrc Claire trait n--runmic Gall lr substwiiiia313y GOxriptctcd Tq-ior EO issuance of rile lave
El i i
ludr.[lt _IJQ i[
r, {ltd 1}erin tUr a tl3valt[kig (❑Iller [hen a meilti.-faitliiy t#rvcllill�, rlssist;,-cl l_rvttxg,
nur',41% Dante, rest [lorne or OoL valrscthl %Cility) NAhin 611.4 1'rajim. 'rllc 'rail NuIvelJk A0 br
ila:iemil'Sed to be subatantinll}r` cc4lipieled' ley the Aibeeinadc County Eagipcer, of its d,�sigice.
Ltpara amen T-t:quL:A by thf +dot lty, but CIuz primo' #gym Thin I;ngBmf lite f1vc tIuid'cttlh (5001 h)
Permit rw a 4-m�1Hng within dw thgj&-(, rim owner s11{ill �Cdjcate Lu the (.aunty are eascrilea>i [or
pobli� uke over the Ortcaway tires, ass sdaawn .ate 111.e +app#iec1LOn Pian. Prior in file f ourit�_+'s
:SSL{imcst to dediot� =4 vnserne,rit, IEie i�urrl�cr 0baly dodicale partiw. or Lids Orem Y �Y
e Vr1Lcnt eua!:llrm.t1y with one or more subdi-vision plats for gees Luing aAd-JA IL to rhe
in -e way', PJo txI lloweycr, brat 0-waer fray re2arva: ;n Slee -L rttaGntctiLt, rightof aact-ss for
gcadirl�, %i'LiLif<:S,wid >riujit Uilarm�a. Each slllrc[ivisian P1 RE :!hid[ dLrrgU Chs: Clfecriway areato be
dt�liealed and slttml1 bee, a tmiomiew dial Lim Czmowtiv ►y area fs dedicated for pub LIC itss. If, at the
rime the County roques;s dcdicaficm of r- rx Grevriw ay-, any port at Elmo QTcenway lllaxt has nut been
&dJcawd by st!bdivisioll pint. s111,,1 ll -e (,nithin 5ii (0 ftlnlhfllL Or'sufrjl VerJuesl) 9 Oftcr's feast,
surrcyed, plat#cd uud morded with ore of more deorb of,:, ;o=cnl dzdi�rad n.
Pursuant to siltnagi plL111 aLp1)yr aht by alie RiWnua Water" SewerAutllfu'J�j (kile'AWSA"), itie
O,<Vuor shall install sifnga .dtmg lyra 'E�wz mr.1wgrk within talo 0 ;11 [iTL`slC luslrldatitui Zone
et+;st�;rmslil�, ov'�nim,galL 1�ute5. �igrma�C e3huN lay: izitLtalEa<t# ti`Le �'t'ail R~kT�t}�'r�rfC i� tsralri�heel,
It g3' 1?ga 'Chs' Owuvf _jhall prQvidc rias rtes droit 3.7 a= of land wVhllin Tilt
Prajce;i f6c Parl3 aatd Civic Spu= as dcscribed iii dic-Code oFDcvirSgxmemkl Arid pneraljy :hcrwt,
pix *dmo ,Application 1PIari. EoL h ?uric 0s Civic Space 4LrJI b, su65Ltar L14ly tea ipk1k:d grior to the
1ps uangerr Of the forti It (49 fi) k�I? 1or iz residt;n al 0rdifilig niri; i[] Crit 31s) k ill wlfiel, 11 is
Par 4 or 13
Icll;ated. Pal_ks olid Clyie Spa;ret:s 5hVl 1!'-, ecit3,CYC'�l kI, and tlz1 iO4ine:r by tlho Owner's
3. C01 Vf!gGVr fur Ctwitul linotovt-Ilicnls 1'rikied
A. ux O wafer shall uoutribuie upsii m a pvr "Markel -rale" dwelling unlit basis ill excess of dn7
rii#rnbi4r Or urplis ;Lai arc allowed by richt 4ader Cite zosing in exiSLeue i,riur W lila approval of
this ZMA 29U-0}47 fig lhr pu[pasea of 444t'asipg Ibs: r6u;al impsc[s of dcvelopmteu[ ori [Ile
CoUnLy's public rfloliiiw and in[`x¢kistfitctlrlC, ix., I-ehowls, polvlis saruly, 4Waties, para and
ransparllilkM, r'ur the pArposcs of this Proffer 3, lbs aumh r 0Funils 211 awed by righL under Use
li-I W€Sif) nAdQ xc'rnirlg is Iwo hundFcd sixtyr,tlirie (269) 341gle-IlaRlily JCtACI_1Ed units. A "murkot
raw " Wait is ani+ dwe.lIIof- unit in the Proieci that Is- rtlul e.itller a Foo -sale ABbrdabke Roosi rig Un i[
or For -Rtml Affordable: UDit as Proffer 4 ("NIwicet lWa 06r'). 1'4e 4th
i;QP111ribu1iQr18 shrill be Se Ven IlVrdh-aLLd TIrce NurKtrL.d Thirty -thea, and [bit UO El 01]aeml
(57,333.1 ml) for until[ singis- fauJly deto hed Markel Kale Unit, -miler Than It wiistr'uVad 9Or-Sate
Arrordalge Dwclliin 4_krxiL witiL 11 tLw pr0secit ilualify119 ss such p ldur Prr+ffier4, Ili other Wards.
Lhc cusp mlltribalwo i'or Markel rrt'e Tingle't�unilyun32 shat' bog la aftu'r tl;ei unn� ul`a Cofi3r
tate 269111: girigic Iratililycl:v+e,ling uaur and Prig to glia CO rvr iLa 270th sin& fe!uily
rJWCIJ.Mg unit. The Cash UM(LibLaiDns for each single rarrlily Ktinchc [ IfeLrl-ot AaLc UQ!t slti,li bk
Rive '1` wi6and )your Iiiiw W laid Vorly4cwln and 371100 Do0us (WHY,5?), ofix-r than s
roLa�crmrci�ri Eror-5alf� iTsardalrJe lIe>,tllsln� >:Jni I nr � I'�r Fturt A�uL}dal�le �vu;;iri�c tJail rrs'tJliii kk�
PIX40a q:1AifYirtg M �u t tmnJer Proffer 4. The cas[r eoritributims Fur e:ieh nauiliJ`imgakJy 1 ftL-W-i
Itate l.Jmitt analf be Scven Thal sad lour Hiinda l lel let:1> urtdr 0! f100 f] liars [ 7, I 1), Alter
than aF cvisifucicii For Salle AfT`ol-Jable Holai1ig tlnj# a For )Rent tUfordatblt I lousing U1lit widen
1b' Pro Cct qual mtyiR,- a$ S(Wh VILIJtr PftlfrCr 4,
4 AMEM b ix' flu llstu.-
111tt 1miler SWI! Lrra3L+idt; 01`t J'dal}ie hotmmSitlg Cquat to liracen treTcelit (is � of the total nirrnbcr vi
rs5adnwial uiihl gonstri 6vt Or: iho l''rtxpmy. For 1.0plc, if (}ae Wim"9411 (1000) 00MI un[is are
LM1ArrLJ0_ied iar lire F4=1. onus InindNd j0y (150) unk%or :[mcLat LSLJtrivml[esr,a, are reaplired Lei beprovided
rovidetl
lisry Ihis Pruffcr 4, sLilmjocL to p grap]t 4{_:. The Farr 01- ifs suc•crssors in ilik rest re tare tilt right to
mantel dw affbicbble housing objn� !-%ie througli a variety ill' housiiig types, inCLudiDL' bLi N1 Iiliuiad #ck fur
sato ea iRs. rcrrlal t111hs, �lceessorq WLUS are:Affotdable kanils cr 1hro,1 mh
a antrlhutioeas,-a% more purlicv(Arty 4enriiircd in sectimis 4&, 4B gild 4C 6L'IL1w-
A. Fest-talc Ai f4 j, o 1-fougin UnifA, All pLxre.:IOA!T$ �,If die, For-Ualc Affordable Hoi4:Etl,g Viliv,
(deiinrd below} -hraJ1 be atmpruved by the AEhemaxrlc Cagnty ti4olising OfUce or it;a cicsigttci<_
"star-S11[e Affwdinbl,, 1#t u&R t.1 -,ifs'° s11si11 lug dwelLng uni.ls affcred ger %i° ag rrrioe x JVr %vimi[�f,
lmemmlgclrvle:s With imrcun:es 11a1s than eighty percept ($0%) of I140 011 r% !lwdiaa iFtf:rJ11-tc may qualify=
MW OUP11! runt crocud sixly five fo=nt (65%) cr#''I%lDA's xitnullt {talcs Prig For prst-time
homebuyem` Tho Oyler shall provi_d; lhw (lanutly of itg JC-5113ndeu period ofQne lluiidr-cel IwI mm Ly
(120) days to identify god p"V111iry 111 cligiblz plitrhamr fur -Sale Aftordabic Homing Unit:l_
'Iiia caie lmllrldrtd K+11'ewy (120) dtey peinlJ -SWt s: IMIU11CO upOa +:w.�klrcm� notices from ncc Uwe ier
hull lire. unites) shiLli 6c iswilableF for so.e, This notiwt sWl Let be &Cil room iftoa a6wty (W)
days lxlor to receilit fxf lfle, erlilfircd[c Lim; Occi;paixy for Hite applic*h Ftir-Sale Afl'(mrdgbie
Housing Lith:, the 0xinry or ils d"ikmee rtriAy Intl, httre thirty'30 dmt}rs withill which to provide
a gm1i%ed ipurel r fQP %uclt FoF.S-4)le Affur&61- liohsing I n1t, if the County or it; ftsipee
do -on not provide al quoli icd dlwrgng the+ one hundred Ix viuy (120) clay perm the
C)wmr snail boo &e the rig) c to salt tlhrt unil(s) withour any a tc'Wun an "Ifo. price, or ill�Qlije Dr
NSC 5 of 1-0
)lie Puri.hasur(* Carri49Q Umlits, 4 J-�fjntd >n dmc Cuda, 4wil nit cKewd frailly -fila pc[ccrlt
(25%) of the 101eLl Afford-,ibt� Knits.
f3. , r=t!�+ff r fall,Ukn
(T} ntrtl ria , The 162n] pct 'ctrl for tach rcrial hwising rml;t fur. which 4wsl,er sacks
q"1&ae1gn fur. LN pllrp�ses Df this Froffei 4, ("For-Re.N Affordable i:[olising
Uni`')shall not exc,"d the ihtn-currerLt and applICANo tridxitrm')M net rent melte aprL Med
by. the Al bc,nxric County aLjfsin_ Ofrt In imch Sla1~s4gUE11t 0101dar year, 1h(-,mont4Jy
eel rear for each For-JRelrl AIffordnble 1 auo ing Uriit may be iaemj�sed up to til rvqpercent
(3%)_ Fair purpose of this Ppojfj'tr 4B, tfe lerin "iwt relit" mnwantt that the (emit d94� riot
includc teilam-paid LtliiiUCS, 11 -rt rx uir'enitnt that the rents for Such for -Rent Afford ble
H01t5iD9 hails may melt rxtie thv inaximilial Nal s esl Uishtd in IN purag aph 4B shail
apply Cao' g pericd 0f tar. (10) 1 ears fnii0 whin Ilkme date the ceftirkm Pf a upanq is
rued by The CbIIFIIY For each For-Rcnf Affcudable livuzin [bili, or uplii 1 -ho units are
sold as ?tow or inodersm Cela! tlall5 qtI liflirig a� sLrel, LlAhr either Il Vimg[N1a f -lousing
EL-wiaament ATithod(y, Fir'rlem Fl0mi~ Adni-nistraion, or lirrusJ>lg and Urban
Doveloproopt, SeC-Vrx 8, wMcWver con let fine (ike "A %)Al, le Term")r
(2) Convn A11 444 ccr"ying any in1rmr in tJo Far -Rent Affordable40T1s1119 Unita durin the AiCr rdsLbte 't'1rtt:i shalt awitain I-AngUlgkI rMhins tKVJ such unit
is 96*4 ft thet tt' t5as of perngraph db, lir addi#ian. all oont�auLs pexlaiining Til a
Conv�YarL of any Fur-Remc Af b� dobks Homing I.Jtlii4 or ally parr (horeof, dwing the
aAFtardalmJc t'omt shall corLtaEn rm f, -o
mpitto afmi fill disclosure at the resi!rictiout aaad
oarltnA.5 e5461MN4 by ifi[s purdgWli 413, Ar lefts( ihjrLv (30) ways pAor tsa dw
9Q11 ``1t1CC 9f ariy 61cm5C ie linty For-IRerit Aftardiblc EkoliL inn licit dobrig the
AfTordable Term, the titer[-curnnt Owner sha]I 110tify Ilse CotLAV in wriFng cif' the
l�acuk and RrQV'C @ 11_� mine[ axddre.-s;Rnd tdgllonu aurnbv+ O'fthe potential grantee,iand -wee Eat Ihe rucluirernems orIliis p;araafaph 41(2) hwe NoTI saiiq;rd.
l3) rtimm r Eco ILt1 It les, QudrLg the Ailbrdab;e 'Perm, wilhi.l jwny (30) days or wwh
rc'dtitl er luo5r. term for each For- eot A bftkd in Housing Unif, 1t -m tired-c-urrQct �-r
sF1,m1i prOvric)c E*
the AElaerrturle a�elert Ffozaiq Off -'cc a OGP.r of IhO rrtntal ur Zeas:
as - -rrtcrit loraact1 su63-L Weil vented *W 8110',Ns the t�e€Lt,'Ll rale for uch onii and the 1err.L
iot the rental 3t Ime sWeenlent. In addill,31L [ uthig #he+ Allbrdable T4;rm, [lies lhr-rl-
current (hurler shall iiroOde tat the COurity, J f r tested, a3ny r4Fortj, gcFi.s of relltzd or
lease agi`eernaa05r or other dilra IxvtaLirling 10 rentaJ mulls as t[jr. rr'vuMy Im1S; asotzrrE}[y
rcqui re,
C Cash in ligygfcja;nictir, 14f1ar t '
lit lies:, of torts: RCling Fur -Safe, or Por -Rent Affordable Dwelling l.lnIts for 1'il1cen purt-olll (1�¢laj Lit tilt
tc,lai iiuirtber o:' J11its, flit Owt;lrrhm 1111; optlor! to [lust" (L MA,Vontributloll. lea Allo-ROrlcU�aty foT the
affix*dible huutLing proWnFil in C -w orr0uuni ofTweray-Four thousand surd Three -1undW gt:wenty Frere
Dcrllm'(824,375-0O) (tile "AfFoAla[blc [-ltma3sing Cash prolines') for each Such kin'[ a� (ollows; 11te 0 -[tint
SIMI1. exercise the opkierk W!ti, 'Imid tlrea-eby' ,Miall pa}' the Aftrdat4e Howg Cfuh Preffcr ata 11w '
COIJrty, ir.1he A)Tordable llqLsing requfreinvria h not been proportimynafly mel otht.mjsL-. in four (4)
14k;1ML3lL nb.r aftr.r an impe l:ari .and prior to the issuar-m a of appmval of mx CCS Fur eoch qf lits two
ruundr cltli [ QtaEff , live hu ndth (500ffi), flight blilldrN111(81 1h), wW o,ie Mckn3 di[t ( ! 000 .lt,1dVP_[linR
unit wlfila ills PrujccL The: total Cash tit lieu a unlribulioml duc to Albemarle Covinly at Codi of the touf
(4) Vkrrrept perms as na-tcd '16fa*e ShatJ Pe L:AQZJRLLi'f! based tam,, the tote[ tlunib= of ccrtifl wtes 4(
Owup"y imind for ivlari of end Aflbrdahieo HULL~ Rg UFIRS.
P:igv 6 ioT 10
Cristal Fede.
86ginrsiirS Jatnetamry ! L>f wh yea, #ol[oWing the up:
r6vas nr'-ZMA 20154047, the wnount of each �;Hsh
contribtltioa rcgtrirtd by PmFfhrs I ARd 4 (e:ullectively, th, "CU 1 ontribullons"tmal ir1dividltailly "Crash
Conlriba;ion") shall be. adjuved anarttm_tai[y =0 palmic). to reflw Dirty increase or 6",mme fear thie prcct�rdfng
ValerLdar year tri rill marshal" mid S+wifl Building Co5t index for masonry ava3lJs In the [Mid -Atlantic
The amicia[ acjtistmcnt &hAlf be made ily multiplying lite pmfferud ('ash C;olitAuliofts amound
disc Er r t [l pr dila } e zr !iy rx li a3fsti on, the rlumnarw ar of which 5h al l be 1 lV MS t au o r Decel-n ,er i in the
prec-eding CmIL'_a a;ar yeaxr, tlse deno,tmusmot of '++,'hicht shalt lr'.e the M91as of t3�L*ernbtr I in the y=r
PrL=diag Lie calendaryear Wiwi ruet'n11Y Mded (10 "Arfrl,W YWMfagt ha*ge"`), By way ofemsrlruplo.
the Frst annual 0j t shalt be x`7,33;1.? 8 x 2-017 %4SU21116 MSS. Path #7>?itmwlI iWjm1JWni Axil
rased gat the arnoubt ofthc preffie'ed cstsll Cowribuuoa darW the imme'dtitely pr=dizlg year bawd on
the fori'mkt1l� Co1>lairsed in 1W Doff-tr 5 (did au70atnl Jerived -frons sucli forilvala shafl be ref rred u}
he cei whar as the aVnah Conner bU1iLAI Due"), providgtr how ~vr, Ln JOU 0109 slidI the Crw1l t )rHribut'io�i
=ilium ptdd by t c Owmer 'aa less 011an Seven 3i>bov�swid Three FlixxLd>a:cl 'FYLirty-khrCt 19100 13ollnrs
$7,313-13r t sii%10 faMily detll hcd Market lute k. idt and hive- Tllousa,irl ['01tr Hitncl vd Fcrty seven amd
S'irf100 Dollars .5.5,447.57 per single family L�1l lLf-c! 1 ?&;t fill: Unit aW &von Thomand Four
I.1cridred Ninel n anO 9!A0 Dai.ars S7,4 19.91 per rmultifalndv vlarket Rak UDit u+ader Prolkr 3 or
'r i �1y- sx1r'l7if}l:l t1?� ar.d Three Nuadred Seventy I''iwe l:?L'«[lrlrs $24,375.00 per affordablefJws;Flin unit
wiidQCf Proffer 4 (thv,"Min iniuca Cmh Cgnlr[btmi2L-u" ), The A1Lllaul cbang@ s[lall be eawllbwd
s;aa-lrh ter Ltir
y � t1 c Cas11 CorLtriliipn t}itW, eVe>w thaiLtFh it may be Ie_;is ilmn the €UQinlmutn Cash
Cbn1ribM1or4 HC�Vr�VF R, file aim _aLw ` Paid by 14e {]�•n r shall riot be less than Il:cm Minimum dash
Conrr;bUtion For each cash cQi1tribu0on {that is b6rt9 PaW in increlal m, the uuirfiaid inermuent.el
P93U=rats 314411 bac uorrrIpgr_dirigly a4jWed each year_
f. fj1dit F'ar_lir= irr l,l;no#rlbuttlrixs_
NDI:widi%tan€iirig tint provl lom Q jh�5Kr Prafr&!; TO 6w contravy, the Ownar's xbfl.Uat'[QD iii pay Cash
curit;ibod-O.I13 Aall rut ca]ianlalied ur:lil 1110 Ilumbu ofkiniN, to w&h such Ctishi Comtlribtdiarl� Apply
ha tm,feo completed that N_Mfl in Wfnl ivoidd iYhcrwisr 1lasvu bun aI tctital Cash fxntl3butirrrl equal tmD
A[ ,totaal value of. i) The FJL-mefltaty School Site. and ro�'ated ImprovfirnslrLls to bo c[marrlrJeto hyQxtinea, ii)
ttie Eligh school Ske. lit) tilt ilia ruling Rod E' mid LitmiiF iv) t Poiu £rrourtds f1;vad IF"O OII-eLnpnts, v)
borate 29 Int4neclion Improv'menr5; A) A51i%% }L Bamultvasrd C"41iom ml viii) thq. 'frail Nstwark.
Cr:olkctivelyr rslfermd to as z,te 'hi-kitld Contrilbusicin'l. Thu Irl-K[nd (`.a WLbudua shall be
33i,486, 62.K The in-kind Cnmzibtu+iotl t lam i [he valet of ;fiat Improvouierds tint the Owner Iron
1nrtLitled to make in LhL.-e prof au that are for the ht Pl` the pfabli�. fn father words, the Owner shill
rio[ 1n; vuquired to pay any per emit (."IL Centribmions Unll[ the linle of Thi is.5uAnne of taw building
perrtilt FCrr 1 new allot �16r't•,�ldcc a-tr applying a �:r�i1¢ fes: #Lae !rr-kind t'"nrilrl]�tLliol�. 11>; tJie e}^ealt tl1�t t1Le
Pmjoct is wilipleled prior to Ule hR1?pCC 0f thr la-kiiid ConTributior.1 being GxIm sted, awry itniR;i9irg
b-Amce of Tile Lal -kind Ccmtribuiiart may nat be app] [a Cur any other pn ic:ct or &+ ,lop cnl.
7. Ebb lleptary 5filtliol ,iJl
withirk ono yanr attt:fwr Heir) request by tt4 COL11n, IDIA in n0 el eat. mrlicr tbn one year alter the dare of
hvicirce cT 1hLr tint (111) Co ism for a J yelling within the project, the OwIl2r shall d ie ' to Ile
Ct~ualtyr, by 10-emrarl Wwranty Dted anal withom a vns iderzalaa, fee ;ii mpic zine LO a panel of la, -w rer n
pub& 01cmt!:itar �Chool o#', as sits�n on FigLte E Umokllil€ of S4 s E�*rdI�Lbe:esi
`'1;]oleawry Se_iool Sime" (tile "Flemen lary SLtooI Site")� 'flit Clerzr.111my Sehoo[ pile shall 061. be 14�ss
li!1an steep (7 age`s, Arai s:riLi alp l: .a t,_llrlialy-dedics��d sight of way. 'rime L:Tcir may 6choul Site 5118ji
be ;a graded sand c Qmpcttd pad si.v xwitia kxa , sewer rtrm electricity utflity co anecli(Als can vrllr, to [11L,
Page 7 of 10
cd:90 Of tilt. VU -01 10 lit'COPIlModale an ale!welltorY sf,1mui L'lt:tmding to stta T&Vd."q Of ttte C�,mrity+ SAam+51
N ision's BtdU119 Servlsx:s UgM01nent. ht Giro option ofihe C Canty; and in Iku of rile ealtstruetich 0!
a w-cfcul. a public park mlay be estatblisbM by ihas Couu-My on Lhc Elerrienlaary Scfiz rl 5i1e.
S. €while lffeh School ar [amstitutromaal Use Site.
WidTia ollu yew aafler written request by the Coley, Clio Owner =1L dcdizote to the C0tinty, by 00[letut
Warlarityr Doe;d algid vwithvtit considermion, reit slinp[e Title to aaL parcel 6f iakld for a public high schocE,
WICVor =h Other Use as the Coeur} MY determine tfu WbTv. of not less Ilion sfxtiyr ( � gyres abutting
pLubli lir-dtid#r atcKi right nfwa r, slYowe oU Fi ore E. ]Brookfmill huol5 ' hibft and itbeloi "High
S1;hual Site" aline `'High Schaal Site"). The High seilckof Sit,: stmdl be evnveyvd w4s, withow any
ifrlpurilw%.�t,ients or %vtirraxnty-,a9 to sultAll i ly,
9. Bigl+.rrie Rosuarceni.
A, Na[letlial Regisler of KsWr�_Eigqs '] Hilt 'iflilr exisl[rrg Brookhill +divelIingr is a]i4ilale fo
The Na6;natl Register of Historic Pres. Owwr dull ad -dress any {Lduexso iTllpaoi to this
designatdan ars par•L of alit= Section 106 Review umacle�r the i,iae[[ora I.Iistorie Preservalion rlct of
1966 (NHPA), willch LS adil1ttiigICrcd by lho VirLdnia ❑Cp,.rlri'eot vfHistoirk �Q t!CIJk?C [C)1 III},
B. enc r: L DOW -4 Lon. ,Owner shall i) dotingte anY MITLetefieS txtot}Unt�RXI ww•1Thill OW Projtlt f
on [Lic site J;Ian Ur 4L1W1ViSion plat for the area to he dav4lopad wlslel> Coots ins _;.uJ- m veinclery or
cellieLefle.%amid ilk su=i( a kri;Atxxletit plan for miy such L;eanctet�y for aplmre)YAII by tltit' lti.�unly
Ureator of otmmnwilty vL=topt waw , cr its s slgi2 : al t1L,< pltm or plat review_
C_a ,.Siud€ands Centre"«; Tf re s4aFI be. 11.olmsn¢ disOlrbarl by C]"«rrlcr or �y Lary of its
IiCtrrls et, or nia:crs ovs of the Wcsad ods Camp JocACed in the GNenwfty Armee aad identified iia
tete PJ mc! 1'NIStdric RCM)afccs Study rorthc Pr oct_
'Phis Proffer Stalemeni relay tie execealcd in any numatib+~r ofcnntaTpaxrts,each of wh.Ich shall fie tin e}riginnl
41f.d A' of wl ;�K teth er shAll comiitutt �111. c-ne Eknd thC sterno I nsirvrl- Cal,
f5i
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U Lic. No. 035791,
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