HomeMy WebLinkAboutSDP202100096 Plan - Submittal (First) 2021-12-22GENERAL NOTES
OWNER: STANLEY MARTIN HOMES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VIRGINIA 20190
DEVELOPER: STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESVILLE VA 22911
PLEASANT GREEN -PHASE 3
INITIAL SITE PLAN &
ENGINEER: COLLINSENGINEERING PRELIMINARYSUBDIVISION
200 GARRETT ST, SUITE K
CHARLOHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
056A1-01-00-02500 (1.85 AC) - STANLEY MARTIN HOMES LLC
056A1-01-00-029RO (3.11 AC) - STANLEY MARTIN HOMES LLC
056A1-01-00-02600 (PORTION OF 4.74 AC=0.12 AC))-STANLEY MAR77N HOMES LLC
055CO-03-00-000AO (PORTION OF 16.28 AC=1.48 AC)) - STANLEY MARTIN HOMES LLC
POR77ON OF PHASE l ALLEY - 0.15 ACRES
DB. 5495, PG. 635
TOTAL AREA:
LIMITS OF PHASE 111 DEVELOPMENT = 6.71 ACRES
1
ZONING:
R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT. NOTE, THE OVERALL
PLEASANT GREEN DEVELOPMENT ALSO INCLUDES FLOOD HAZARD OVERLAY DISTRICT,
PRESERVED AND MANAGED SLOPES OVERLAY DISTRICT, AND WATER PR07EC77ON ORDINANCE
(WPO BUFFERS), HOWEVER, THESE (3) OVERLAY DISTRICTS ARE NOT LOCATED WITHIN THE
�Q
PHASE III PORTION OF THE PROPERTY.
\
PROPOSED USE.,
93 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (TOWNHOUSE UNITS)
1
DENSITY.•
ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC
\
PROPOSED DENSITY., THE OVERALL DENSITY FOR PLEASANT GREEN BETWEEN PHASE 1, PHASE
1
II AND PHASE Ill DOES NOT EXCEED 6 UNITS ACRE. A POR77ON OF THE OVERALL /
1
DENSITY IS BASED ON NET DENSITY PER THE SPECIAL USE PERMIT FOR THE STREAM
CROSSING, WHILE THE MAJORITY OF THE OVERALL DENSITY IS BASED ON GROSS DENSITY.
SEE SEPARATE DENSITY STUDY MAP FOR OVERALL DENSITY FOR THE DEVELOPMENT.
1,
OPEN SPACE:
TOTAL PHASE III OPEN SPACE PROPOSED = 0.48 AC (7.2%)
-
OPEN SPACE ASSOCIATED WITH PHASE l & lI = 13.61 ACRES
TOTAL OPEN SPACE REQUIRED (257) FOR 774E ENTIRE PROJECT (PHASE I, /I, & Ill):
41.7 ACRES TOTAL AREA OF PLEASANT GREEN PROPERTY x 25X = 10.43 ACRES
TOTAL OPEN SPACE PROVIDED (PHASE l-Ill): 14.09 (33.8%)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN
SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE
\
SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
PRESERVED/MANAGED SLOPES: THERE ARE NO PRESERVED SLOPES OR MANAGED SLOPES WITHIN THE PHASE Ill
PORTION OF THE PROPERTY.
BUILDING HEIGHTS.-
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS:
FRONT. 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK)
\
SIDE: NONE - MIN. 10' BUILDING SEPARA77ON (ANY BUILDING 774AT EXCEEDS 35' IN HEIGHT
SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE
BUILDING EXCEEDS 35' IN HEIGHT)
REAR: 20' MINIMUM
GARAGE: 18' MINIMUM FROM THE R/W OR 774E EXTERIOR EDGE OF 774E SIDEWALK
SUBDIVISION S77?EETS:
CURB & GUTTER
'
WATERSHED:
AGRICULTURAL/ FORESTAL
LICKINGHOLE CREEK WATER SUPPLY WATERSHED
DISTRICT. NONE
TOPO & SURVEY:
7HE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY
ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2020. INFORMATION WAS FIELD VERIFIED
BY COLLINS ENGINEERING IN NOVEMBER OF 2021.
DATUM:
NAD 83
O
\` O
EXISTING VEGETATION:
PAR77ALLY WOODED. PHASE ll IS CURRENTLY UNDER CONSTRUCTION AND THE 50 HOMES
WITHIN PHASE I ARE COMPLETE
=
LIGH77NG:
NO STREET LIGH77NG IS PROPOSED WI7H THE DEVELOPMENT. ALL PORCH LIGHTS MUST
i
MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS.
l �,
PARKING: 93 SFA UNITS = 186 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
°
\
TOTAL PARKING PROVIDED: 186 OFF-STREET PARKING SPACES
x�
GUEST SPACES: 1 SPACE PER 4 UNITS = 24 SPACES REQUIRED
\\
GUEST PARKING SPACES PROVIDED:
1. ON -STREET PARKING ALONG MCCOMB = 28 SPACES
\
2. ON -STREET PARKING K1774 BUMP -OUTS = 23 SPACES
TOTAL GUEST PARKING PROVIDED = 51 SPACES
TOTAL PARKING REQUIRED:
OFF-STREET SPACES (PHASE III ONLY): 186 SPACES
ON -STREET SPACES (PHASE ll&Ill): 64 SFA(PHASE Il) + 93 SFA(PHASE Ill)= 40 SPACES
,____-
N-
TOTAL PARKING REQUIRED: 226 SPACES (PHASE OFFS17E & PHASE ll&Ill ON-S7REET)
-
TOTAL PARKING PROVIDED: 237 SPACES (PHASE NOFFS17E & PHASE ll&Ill ON -STREET)
%'- -_
ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SI7E PLAN SHEET FOR
SIGNAGE.
PHASING THIS PROPERTY SHALL BE DEVELOPED WITHIN A MINIMUM OF 3 PHASES. CURRENTLY, THIS
PROPOSED PLAN INCLUDES PHASE N. PHASE I HAS BEEN CONSTRUCTED, AND CURRENTLY
PHASE Il IS UNDER CONSTRUCTION.
°OpO°000000°°OO
BUILDING SITES: PARCELS 1-93 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF
SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
---T-------_7
BURIAL SITES. A CEMETERY EXISTS ON THE PHASE ll PORT70N OF THE PROPERTY. THE CEMETERY SHALL
REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE EXISTING COND177ONS AND
!�•�
SITE PLAN SHEETS FOR LOCATION OF CEMETERY.
fi
STREAM BUFFERS., THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH 7HE
ALBEMARLE COUNTY WATER PROTEC77ON ORDINANCE. PHASE 111 DOES NOT HAVE ANY WPO
I I
BUFFERS ON 774E PROPERTY.
I' I
FLOODPLAIN: A PORTION OF 7HE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP#51003CO229D, DATED FEBRUARY 4, 2005. NO PART OF THE PHASE 111 DEVELOPMENT IS
LOCATED WITHIN THE FLOODPLAIN.
RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH 774E PHASE III DEVELOPMENT.
LANDSCAPING STREET TREES ARE PROPOSED K17H 7HE ROAD PLAN ALONG 7HE NEIGHBORHOOD STREETS IN
ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON
32.7.9 OF THE COUNTY CODE.
TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREA77ON AREA: RECREATONAL AMEN177ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING
A CLUBHOUSE, RECREA7ONAL FIELD, AND TOT LOT. PHASE ll ADDED TO THESE AMEN177ES
K17H A PASSIVE RECREATIONAL AMENITY. A TRAILWAY WAS CONSTRUCTED ALONG THE
STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE
TRAIL. PHASE /// SHALL INCLUDES A GRASS RECREATONAL FIELD (MIN. 20,000 SF)
STORMWATER MANAGEMENT • 7HE FACILITES DESIGNED Wl7H 7HE PHASE ll PORTION OF THE PLEASANT GREEN
DEVELOPMENT WERE SIZED FOR THE PROPOSED PHASE III DEVELOPMENT AND IMPERVIOUS
AREA. ADDIT70NAL NUTRIENT CREDITS WILL BE PURCHASED FOR THE PHASE III PORTION OF
7HE PROJECT TO MEET WATER QUALITY REQUIREMENTS, BUT 7HE PHASE ll FACILITIES PROVIDE
774E REQUIRED WATER QUANTITY FOR THIS PORTION OF THE DEVELOPMENT.
IMPERVIOUS AREAS:
PROPOSED ROADWAY AND PARKING LOT 40,620 SF
PROPOSED SIDEWALK 18,200 SF
PROPOSED BUILDINGS 77,190 SF
PROPOSED DRIVEWAYS 23,780 SF
TOTAL IMPERVIOUS AREA 159,790 SF (557)
NEEDED FIRE FLOW CALCULAT70NS: TO BE PROVIDED WITH FINAL SITE PLAN
NO7ES:
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
5) THE OVERALL PLEASANT GREEN PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE, BUT DOES NOT HAVE
AN AFFECT ON THE DAM INUNDATION AREA. THIS PORTION OF THE DEVELOPMENT (PHASE III) IS NOT LOCATED
WITHIN THE DAM INUNDATION ZONE HAS NO AFFECT ON THE DAM INUNDATION AREA.
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
PLAT
ICINITY MAP
SCALE: 1'I = ZOO' LAUREL HILLS
CROZET rrd
CROSSING
GRAYROCK
WAYLANDS WAYLANO PIM61
GRANT '2v' SITE _tart Hill Bseu
Crozet x�
WW
REA PARKSIDE
VILLAGE
,-ards /
Q 42G6t
PARK VIEW
Old Trall Golf Club BROOKWO
r"\
SCOTT/R. CbLLINSIZ
No. 35791 11,
pow 12/6/21c�4
ti IONAL 'gt
V \ \� - -- - - -- - -- - - - - - - -- - ----- -
S -1---- -�- -�----
\ ••\ ' - EXISTING RAILROAD 11� U m
J
777-F
i" V)
a _- _--- PHASE II --\ LU........ ......
.\ Lor Lor LOT _.
'-P '� / /
Z
\\,
=va -
_ ce
-LO,LI'T 10
LOT ,`
1 ' ia8 ^9 I LOa Ltl
�S
-�-� \�❑ \� \\�•I '1 tl 1 't, ,,�, :. ,.../ r \ - ', ,I � _OT
_,
LI
L \_`_\.-
-
--
j 1 s= y wT aBB 1 r-
LOT6. L u -- -.
LEI
LDT
T
- aoo
\ z
Y _
\ T
i \ � i35 a - 'LOT ti- f - 1 ...•.
oB
\ � \ LOT Q aE6 IT ga
? LDT J LDT 1 II I I I .9; � I PHASE III
•%!\ \ \ \ I Y- LOT O_ LOT LOi
'\ \V A• A LOr LOaq 9 IL I ti- f LDT
L0
6-
\ \ 14 \'• 1 „� --_-�__'9s --_ 7
_ -
\
LOT
LOT a, -
LOT
\•• ' , \�/,,� LOi LOi `vl °� vs _.:.,
\ I
\ I /
PHASE II I
1 11 I'
LOT \�. I `Ba 1 [LT
I LOT � I i LOT i I I LOT III LOT III LOfi I' I ' LOS I� / � LOT / / J'%
LOT
1 BO 1 B3
v_
;1 90 I 9 I n 11 I O/ I 1V ,, LOT
LOT
�, � _\
�1 _ I , • = ----� I _
,
LOT Bt _ � -- 1 I - I _= I •--- a I� - J _ ....�. / /� _ /;/� Ti
�_ _
P - -
A
Yfi f
71
PHASE II
p0pp0e0000
LOT _
_....................oe
"ee \ \o \ooee000 eo
\\\\9o0Tsoo's"0"e0a\ ae c
O\ t - \ ' _ _ - ____
- --
------------ `
\ )� %: °oe o0000
°e000 WE REALTY PARTNERS LLC oOooeoe°°.0000000eo oee0000e0000eoo e00000000000000Oe
'I� o TOP 05600-00-00-11500 0
w000 21.854 Oc. °0oo0ooeoe_
DB 4856. PG 582
I 0 I
°j i ❑
I
M
I
BUILDING CODE NOTES:
1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL
BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA
CONSTRUCTION CODE.
2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE
ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE
PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE
INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR
HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING
FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE
NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE
THROUGH A BACKWATER VALVE.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC
NUISANCE AND NOT OVER SIDEWALKS.
NOTES:
2. ALL PROPOSED WATER AND SANITARY SEWER UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC
USE.
2. ROADWAYS SHALL BE PUBLIC STREETS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE
PROPOSED PUBLIC STREET CROSS SECTIONS.
3. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION
MANUAL, ioTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT
PROP05ED 93 DWELLING UNITS
ACT RATE - 7.32 VPD PER DU = 681 ADT (341 ENTER/ 34o EXIT)
AM PEAK RATE - 0.46 VPD PER DU = 43 VPD (io ENTER/ 33 EXIT)
PM PEAK RATE - o.56 VPD PER DU = 52 VPD (33 ENTER/ ig EXIT)
SHEET LAYOUT
SCALE: 1" =100'
LEGEND
EDGE OF PAVEMENT
CURB
PROPOSED ASPHALT PAVEMENT
EXISTING VEGETATIVE/LANDSCAPE BUFFER
GREEN WAY BUFFER
PROPOSED EASEMENT VARIOUS WITH EACH SHEET
Q
DROP INLET & STRUCTURE NO.
DRAINAGE PIPE
BENCH MARK
4
VDOT STANDARD STOP SIGN
61
PROPOSED HANDICAP PARKING SPACE STRIPING
cc
PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC)
EXISTING CONTOUR
zoo
;°T //
LOT „�
T�
OT
6
O
I
200
PROPOSED CONTOUR
06.71 TC
506.21 EP
PROPOSED SPOT ELEVAT70N
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
506.71 Tw
PROPOSED SPOT ELEVATION
BW DENOTES BOTTOM OF WALL
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
PEDESTRIAN AND VEHICLE ACCESS
PROPOSED CONCRETE
PROPOSED & EXISTING GUARDRAIL
PROPOSED FENCE
OO OO Qo
OO 100 YR. FLOODPLAIN
66
.2
STANLEY MAR11N COMPANIES
LLC
TOP 056A1-01-00-02900
13.486 ac.
DB 5226, PG 309
/
/
LOT
Oi a63 r
LOi a9a ,
-I
�I
PHASEI /
\ /
LOT46
y //
'�/,/
47 \
\ '/
Sheet List Table
Sheet
Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
SITE PLAN
4
SITE PLAN
5
UTILITIES, GRADING & DRAINAGE PLAN
6
UTILITIES, GRADING & DRAINAGE PLAN
7
TYPICAL SECTIONS, NOTES, & DETAILS
7 TOTAL NUMBER OF SHEETS
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
L9
M
M
00
\
WCD
N
N
N
os
W
J
J_
0
t..
LU
O
J
°
Q
in
I I-
Z LU
LU
U)
O
O
N
RPM
Q
h-I
J
06
I�
z
O
F\�
M
m
LU
>
z 0
G
_j
LU
L.L
M
LU
U)
a
z
LU
�
/
V
z
Q
LU
I w
0 a x
Ln
JOB NO.
182154
SCALE
AS SHOWN
SHEET NO.
1
ADJACENT PROPERTY OWNERS INFORMATION I \ L \
TAX MAP PARCEL OWNER ZONING ACREAGE D.B./PG. I------- \ L
NUMBER - ------------------ --- __
A 56A1-05-00-000A0 STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309 ----- - --__-
B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 0.50AC 5226/309------' - -
C 05600-00-00-11500 VUE REALTY PARTNERS, LLC R-6 21.85AC 4856/582 =F
D 055CO-03-00-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122 ,
E 055CO-03-00-01700 MORGAN,TERESA R-6 0.28AC 1407/560 - ------____
F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4002/047 _ ------
G 055CO-03-00-01900 RICHARSON, ELLEN M OR ROBERT M R-6 0.27AC 3472/007 ��\ `\\ -----
H 055CO-03-00-02000 SALISBURY, BONNIE L R-6 0.27AC 1444/206 \ - ------ .............. EXISTING RAILROAD l
055CO-03-00-02100 RASCLE,SERGEORPENNYCHANG R-6 0.30AC 3392/158 _ __-_______I FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN GRADING PROPOSED WITH PLEASANT GREEN
------ / BLOW -OFF PROPOSED UNDER PLEASANT GREEN - PHASE I ROAD & UTILITY PLANS SUB-2019-00071 PHASE I ROAD &UTILITY PLAN -SUB-zozg-0007r
1 055CO-03-00-02200 CROMER, SHIRLEY H R-6 0.29AC 1337/295 _--------- / / , _ PHASE I ROAD & UTILITY PLANS SUB-2019-00071 _
K OSSCO 03-00 02300 GREEN LEE, CLYDE V OR CARRIE L R-6 0.30AC 1352/322 / 4</-54250'25"I
STING RWSA12" DI WATERLINE EXISTING RWSA iz" DI WATERLINE _
L 055CO-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295- /
D ' / _ ' PORTION OF PHASE II ROAD & ' 268 TM 055CO-03-00-02500 BRADLEY BONNIE LEE R-6 0.27AC 1383/377 ' a / - - - - - - ♦ - _5/W TO BE REMOVED FOR F \\ O FOIN 055CO-03-00-02600 WOODSON,RUSSELLWILLIAM R-6 0.29AC 3488/513 ti / /O ` PHASE, III DEVELOPMENT w w / w ,w w w w w vL_ 1+'__ w wr-w / w w '' w _ st----- w
O 055CO-03-00-02700 THACKER, JAMES E OR BERNICE E R-6 0.24AC 1870/153 w- w w w w w w - - _ - _ � \ _ - - � ____`---__ ___ MCCOMBSTREET ROAD CONSTRUCTION ----_- ` -
___ _
P 055CO-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 w _ w ________ -- \I ----- -- PROPOSED UNDER PLEASANT GREE
/ / BNF _ _r / ' ' - °¢---_--- - - - - PHASE I ROAD &UTILITY PLANS SUB-2019-00071__
Q 055CO-03-00-02900 VONN, MICHAELE R-6 0.22AC 5023/422 _ '- - , "09'52"F 172.30' / _ / / \ - -_ _ _ - - -
/ ' "S-740 _------------- ---- ----- -----a36
-03-00-03000 -6 , -------------- -- ----`-- -----_-aa6 -_---R OSSCOL-11036-----� ----------
LOT 1
i
No. 35791
12/6/21
S BUCKINGHAM BRANCH RAILROAD LOT / ---- / - / D• /
15z , PHASE II .:::.. , / 28 � - � B'Sa6 �R M l EXISTING
` - LOT LOT 151 _ - - _ / - - 4• PG, o RENOVATED FOR USE BY / / /
�49 150 /i - , r ?7 THE NEIGHBORHOOD Z
❑ PHASE 11 LOT \\ \\ 147 1 / Z a
/
'4�2•ao84--- _ _zs;a - - L=ig6.83' • \ ¢ EXISTING HOUSE TO BE �\ ..
zo'PUBLICbRAINAGEEASEMENT
w LOT 1y5 '' 3 % \ `' CONVERTED TOACLUBHOUSE / /'/': /� vI
,015 - - --- N43° 11' oa„ J R=17z.00' 1 `\ / `^\ \ ' D.B. 5264, PG. z97 / / . �/� o
STORM SEWER PROPOSED WITH \ \ �„ / V
PLEASANT GREEN PHASE IROAD
&UTILITYPLAN-SUB-zoO F
\ �i ` -` / \` / z
1 z I wy � r j ; `..".. • ,�' � � / l\ 0071 \ \ � �PHASE / \ _/ In
ROADWAY PROPOSED WITH THE PLEASANT - - - - - \ /' / \ \ STORM SEWER PROPOSED WITH /\ W
PROPERTY ,' GREEN PHASE II ROAD &UTILITY PLAN - LEASANT GREEN PHASE I ROAD
' L-8g 30: BOUNDARY ,' SUB-2020-00226 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN , & UTILITY PLAN - SUB-2019-00072
Ice
r' 1' ' PHASE I ROAD &UTILITY PLANS SUB-2019-00071
R-z8
4 PHAS I
I EXISTING 6"DI WATERLINE - ' P-------_-�Q-F ' g
v v N 6° yl' ie'/W / / / _. � _ IF / / v v ) I �/ / / / -' r °i Q- A
_vae--- S51°0 �- o )/.,
1 \ 5 1 mil` _9- ,/ \ \ - \ / \ "/ 'Oil LOT
PORTION OF PHASE II ROAD & / / - \ /' Nio z o"E
L=6z.]8 SIW TO BE REMOVED FOR I / ,' IPF \ \ i / 105;52
J PHASE III DEVELOPMENT / \
R=37i.9z' I I \ (� �� ,' �I / �' �`) \ //' 1 r \ \\'.. \ � \\ \ � 1\ \ � \ ,yo � ty'�'�/'
EXISTING LOT LINES / '
- - m /'''` ORTION OF PHASE I ROADWAY ' �' or
L=ig.z]' / I \ TO BE ABANDONED / �--------'- ___ � _,-, I � ,' � \ \\ 1�
�sr T P
/ R=iz.So' \ - / / EXISTING LOT LINES \ / -SIDEWALK TO BE REMOVED
/ \ FOR PHASE III DEVELOPMENTI
TO BE ABANDONED 1 / STANLEY MARTIN HOMES LLC ` ---_ ____- } \
-Le55�,o5z,,R-314,J47 // I i �--- -na _--'-- --_-__---_ ' TMP - - 0-026 \ \ - - ----
/ - A=O1O. 6 ' / / ' --- _ 056A1 01 0 00 LOT
' �39 Z= ----' 4.74 ac.
-- _ _, STANLEY MARTIN HOMES LLC I `
ROADWAY PROPOSED WITH THE PLEASANT _ _ `
/
'T �oS � / /-- ` 0.12 AC PHASE III
GREEN PHASE II ROAD&UTILITYPLAN- �3s _ __--'- / / TMP 056A1-01-00-02500 PHASE III STANLEY MARTIN HOMES LLC (DB 5495, PG 635)
_'. /' STANLEY MARTIN HOMES LLC ,' 1.8500 ac. 1 TMP 056A1-01-00-029R0 ' - ' ` / / lu
SUB-2020-00226 LOT �� / / I / _ / / \ F CD
I/ I TMP 055C0-03-00-000AO ' DB 5495, PG 635 / ' \ \ \ ' - _ / a 3\ \ \ \
3.11 ac. / / / i 1 --- / I a o
LOT 'y S35° 42 15 a W (1.48 PHASE III) ,' \ DB 5495, PG 635, - - - i EXISTING LOT LINES '�.z8' y /Lor \Y\\\ \ \ -r i+
1 1 1 - TO BE ABANDONED , _ � \ 19.97' \� zo'PUBLICDRAINAGE EASEMENT \ \
( ®, 8 26' DB 5495, PG 635 \ k-z 8.00'
/ L
g' - - - - - R=12.50' D.B. z6 , PG. z
/ / 5 4 97
DUPREE STREET ROAD CONSTRUCTION/ / I , � ;
/ / EXISTING PORTION OF PHASE 1 L=4z.o5' \ \
L_43 91 ----\ \ PHASE I ROAD & UTILITY PLANS UBPROPOSED UNDER A2 19-00071 / NT GREE/ / PHASE LINE (Ty ALLEY TO BE REMOVED (o.15AC.) R=z0o.5o' \\ ' �z
1 ' - R 324.50' PORTION OF PHASE 11 ROAD & ' / / \ ' / ' ' - i / _ sB 0 3 E - / LOT \
\ / / , ROAD / L=186.00'I 4 33' 35°
/ Q / / 1 1 - L=8g'g{1' / , BM#1 3s
,�/' 1 � � \ LOT 1 ✓ 1 L9
SAN TO BE REMOVED FOR, /' /' / 1 � 1 PORTION OF PHASE I A \ l _ _ R=5a0 Oa' \; ' / R=362.7 ' / / o �' TOP OF , a� 30'�0
I
_ PHASE III DEVELOPMENT / / I D & _ / y / -1 O"E / \
PHASE III DEVELOPMENT ' ' MH= i 8
� SIVJTOBEREMOVEDFOR - - _ � \ ,� � �) I / , r h^� / , S43 543 �
3 / / - / /- / LZ1515' 5937+1 _ 7 9 3 15.61' ROADWAY PROPOSED WITH THE PLEASANT m ram` 5
� � ,\ � PORTION OF
z III / +i / / -� ,. M
s 1 �• :;. , _- GREEN PHASE II ROAD &UTILITY PLAN -' I \^ SIDEWALK TO BE REMOVED �� / ./37 , ,/i �// � I �- ,, ' � LOT
' / s -_ - LOT I ' 1� ..• 1, /' SUB-zozo-oozz6 I / / / / / / - - - - - I - - ---- ' CM
- -''G3 /
s! R-iz. 0 \ e--_- , / OT \ / I M/ - \ I ' I T CA
PHASE II LO LOT n/ 13z I/ _� _ 5 - �--_ /'-__ FOR PHASE\D�ELOPMENT I �/ r I , t' RI\� � � � \,
L=70-98' / / / / \ \ T 27
11 L 1z7 1zs -tAT ,� R=774 So' / �/ L. i64.95' \\ \\ L-2 z ' ----- / / P"C+ a
SEM
.. 94� 7 +, ' ../. i/ � PRNATE E (97 LOT N
131 R_ a \ -R=_5i 50o L=86.o4' y / oT - o -. -0a 52� =1 g, \` '1 Nt
' 9755 4 15 ��r /
LOT LOT --- 390 -�''GRADING PROPOSED WITH PLEASANT GREEN T = _ Lor M
S/PHASE I ROAD & UTILITY PLAN SUB 2029 0007lr - 0 - - LOT
^83.023 - -- --- L=1g.o' �� '/ u: / 6a �„ / -3 - -� I - - j zo'PRIVATEDRAINAGEEASEMENT 'I - N
"-� " , :.--R^lz.5o' /' / r� � - - .5z6y PG. z � oT
r yam_---
�---\- _ � o� -1' I zoo UTI YEAS D.B. '
_ - - - _ r - _ \_ / / IT EM , 96 - L39
_r- � ---\ � � / �- - - ,� r � �\ _M �\ � / _ 61 / i� - 56 D.B.5z6y, PG. 297 E ' D�<_^_ I lil II 11
N r /
_ '-.. :�., ... ::� a� ....:'.: / .... ., .._. ': �... - ,.;;.:;. . ',:`;•:. •".. •'^ PHASE I I
_. � ..: ,. ... - •' : " . - - • .. _ .., .:
..... a;;. -_... EXISTING MANAGED..... _
SLOPES (TYPICAL) -_� 1 � 1'' , ^^ 1 -� ---- --� I --r-- ,f._- rl I I v ': II _ � / OT, /� S , / / , / 1 \=-_
_--_--. I vi' oa LOT >
%... f
HYDRAEN oQm _
NT PROPOSED UNDER PLEASANT GREr _
/ / •...,../, '� 1 1 1 1 _1- / 1 ' -rl _ \ 19� , I l _ /. 6/t /. �r%ir ! 53 / LOT 0 J
PHASE I ROAD &UTILITY PLANS SUB-2019-00071 ae "I m LOT
WATERLINE PROPOSED UNDER PLEASANT , �
I i- x \' /. PHASE I ROAD & UTILITY PLANS SUB-2019-00071� / r P �s/ / / 1 Q n o J
�_ LTTT\ LOT- I i L \, .. \�.< / / -Faz , /y ... �`"�V�/ PHASE I' /, i ------
-a°i LOT , ��\ I / I STA LEY MARTIN HOMES.LLC_ Lor
L / 1 1) 1� �-� I I Bz I 81 I -I � I I III /LOT / I � 1 76 I 7f 1. � I TMP 056A1-01-00-02600 �_ � / , / / _ i , / / r a 5...-. ---- �'
84( / 1 1 _ \ I- --79-- 8 77 r I I ` \ 4.74 aC. '-/_ ,yam ,` - / OT / -a48' / ,' / // U)
� / / / LOT
635 `� "` , . _ < � :. , /
I _ - / 73i' ,7 , - s _ } h r zo'UTILITYEASEMENT � , / I W
_ _ \ I h -.. _ � • �.. / � /'� / // zo ,-
TANY MAR IN OME LLC = _ ri x / - _ \ I
_ \ -' � \ / �' / FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN �; D.B. 5z6y, PG. zg7
_ / PHASE I ROAD &UTILITY PLANS SUB-2019-00071"• ''/ F-
1 hs7 1 1 _ -/ - \ \ _ I z f �• / / LOT
' / 1 _ �i L9
16.28 00, L M 1 �/ i \ \\� zz
3a / / ' \ LOT
43
\\ LOT \, '� � /�In .•� .
1 ' _--r- / ' / --- �_------- DB 5226, PG 309 - �'•�- / / / �, TOP OF / \
---- -- /--�\` 1 ice' \/.
`- _ S 7, / / / H=71z.83 / Lor / / LOT - STORM SEWER PROPOSED WITH
- yz//
LOT ` LEASANT GREENPHASEIROAD
EXISTINGloo' WPO- ----1 jo y / // Lor/LOT z3 \ 9 7�� / n / / &UTILITYPLAN-SUB-aoi o00 l
STREAMBUFFER- / --' �' --__ OO - ----- �� ./ / �/ / / `.�.._ i� /,/ \� \ 3 / z4 U , / U
FROM STREAM BANKS CONTIGUOUS- - - - J''' ®�®® �® ®®®�® x 7 LOT a /">1/ / ' r / 1
/ \ ® / \ / /
`WETLAND AREAS AND loo'FLOODPLAIN_-_ _--.�,�',�-' --- __ _ __---__ / \sue\__=�C / / 69 /' I I/ 1 \� -`• �� \, � �','�' ' 8"DI WATERLINE PROPOSED UNDER PLEASANT GREEN
®® - PHASE I ROAD&UTILITY PLANS SUB
2019 00071 LOT /
®®coOO®®0 ® ' /' ®®®�00'� - \ ��o� ��-flf �/ '�--®'�®®®®®®®o���SoJS� - / i _ i- -\`/ \S ^� __ % T LO // LI I�\\ \� /\ ye 45 / / r W � Y
oo� / `�
EXISTING FEMA
N2s°o°oFSe'�/ �r looYRFLOODPLAIN
136.09' L•_•�' \ 00 SE II / r 6.# \ ) \
_ /_ - _LpL• ,� \ Col `` M \�� /� \ 7 / \ , { W/ /�
- 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN \\ �W I zo' UTILITY EASEMENT/ (n
' - \ ,a r \ - - - _-- -- ' / D.B. z6 PG. z 7
/ o / "_y \ PHASE I ROAD & UTILITY PLANS SUB-2019-0007 5 4,
,' \ ->-- _ - .\ -t-_ _ - I /'\ \\ ' I \ -6�\ , \ \ x: / / �� / zo' UTILITY EASEMENT.
EXISTING FEMA r - : nhk _ T -} / / -- -- - //_ \ \ ® S `\ r\ \ / / / W
/ / ,-- Y B.5z6y Lu
PG z97 /f
®® / r iooYR FL00DPLAIN / r' ,/ / / \-------- ---` -_ > _, \ `\ / Y\`O� % (y u
/ T-_ ----- r o r o / D \
STORM SEWER PR47
OPOSE\ ITH /
---, / ���'�®®®o® /°° �� / EXISTING �- \--__ _--,- J _J \\ ®- \` \\\\ y LEASANT GREENPHASEIROAD _
\ - _ _ ®® \ GRADING PROPOSED WITH - SUB- PLEASANTGREEN o \ ` & UTILITY PLAN - SUB-202 000 1 / o
PHASE I ROAD &UTILITY PLAN - SUB-zol -000 1 ` ` ` ` ` - g 7
J�®®®o00000000000`0000"0®® \\ <S _ /' �\ � / �\` ®®®®�® /�\ `\\\\\\\\ Sl \ \ LOT \� \/j// W
__ __ - /' / ^^^\ \ _ '-- `\ ®oho 4 / k ` ®VDOTSTANDARDROUNDABOUTPROPOSED ` zo'PUBLICDRAINAGEEASEMENT�/ / / / y
- _ - \ \ \\ \ \ \\D.B.5z6y, PG. 297 /� .aa
_, \ \o ` �,'-< WITH THE PLEASANT GREEN PHASE I RDA
®� �y o� - - - - - - \ - ` ---- - _ 00 ^\ . __ \ X� & UTILITY PLAN -SUB-zolg-00071 \ \ \ \ `\ ' \
\ \ \
_ / - \
_ / '
`� `
-_--_--_---- _ 0o ` -� _ `� �` �v A\ ��� A �A\\V A I A AV A� PHASE I�/� /'
CD
\\ \ / \ 'Col k.+Y q' 'I I \_-�' / % -J /
\CD
EXISTING loo' \ N
/ --------- -- \� \ \\ `®� `\ EXISTINGSTREA \\STREAM BUFFER
'I
-_ - ----- ly-P VU& R&ALTPL -__ - \ @o ` \\ ` \ y �\ \ h ����® C
PAR TN R^Sy LLC /J/ .,;\
__ `___ - _ DB �$56 PC, 882- ----_^ �SANITARYSEWERPROPOSEDUNDERPLEASANTGREEN -, \ 1 ; I o®�� \ , / _ BIO-FILTER PROPOSED WITH
---- v
-ZONING.' 6 `^ ^\ �\ `\ 1 PHASE I ROAD &UTILITY PLANS -SUB-2019-00071 I \\ 1 1 \- I I ®®®®, ' ,' PHASE I VSMP PLAN - WPO-a
GRAMIC GRAMSCALE
SWMEASEMENT'
�s _ -
/ i/ 50 --- 0 25 50 100 200`\\ \ I I I I i ® L '
_ _- �_ � � � / \ \ ® ' 7 i \//- I 1 1 `I,D.B.5z6y PG.197o�
\ I I I ® / / /✓' I / I '7 I I II
/ / \ I ' / 1 1 1 I \ \ o
X�O\�E\ 1 inch50 ft. /o / / ®®0-®-0-
-
i
/x - it
J
LI..I
II--1
J
a
06 J
O z :
1-1 O
Co00,
2
D LLI
W
z `n
ICE p
G
W 0
a O
' U
M
W z
7
,v^,
m X
z LL J
LLJ
Lu
LL
V
'a^
/
LU
o J Lu
En
JOB NO.
182154
SCALE
111=so.
SHEET NO.
2
(P) ON -STREET PARKING ALONG
MCCOMB STREET GRAPHIC SCALE TH
OFD
(8'x20' PARALLEL PARKING SPACES) r--
�5
TOTAL: 28 SPACES _ e _' _ ' '• . so o u so so izo
,
- _
O
_ --- - 7M ( IN FEET N)SCOTT R. LINS
(P) ASPHALT 1o'x18' MCCOMB S.,�� 1 inch = 30 ft. U No. 35791
VAR. WIDTH MIN.DRIVEWAY(TYP.) 56'PUBLICSTRREE7- r 7 °� 12/6/21 �4
° SIDEWALK 'NO PARKING' SIG �E of
SIGHT DISTANCE
STREET SIGN (TYP.) NT iANCE=z8d _ -- EASEMENT 2pp,2 O `SSIONAL ECG ��,
\RKING' SIGN SIG oI5 STOP SIGN (TYP.)
w
-\ EXISTING PHASE -
SIGHTDISTANCE =280' CLUBHOUSE
� -• , _ - - - - - (rye( N
zo •°
1
o
3o SETB C > ING
7yTS 'PLANT STRIP � -
b Y
\ ° ••. ..
V F+ .ZD1 N I I N ��
Q Gl N N y x A ^x' GDi °
Y w y o A N D o m QI " C2� .k"QQ o
x D x... Q I w m o mo m - O1 m LOT-
3
o
A � im � °'
� � I- I � �, LOT LOT L
^ ^ w LOT LOT 2O$ 209 O H Q \ S' CONCRETE SIDEWALK fojA2 ,
o 20 206 20] 1o'zi6' zok�6 211 LOT x
LOTS LOT 0 5 1o'xi6' I OFc/ z 212 LOT " ��� VAR. DTH\ \� ' °yF\L \ z J °
° EIP EIP 1o'xi6' DECK
1o'x16' I DECK I DECK (DECK I I - I I / C/C ox�6 .SIGHT DISTANCE \ F� •e a / \ Z O Q
1$3 � 1$4 II II DECK I _ -L � - - - - J
\ OFCK zp 213 LOT EASEMENT \
zo' REAR SETBACK / p k16' 21LF / / \ S/i LO O a ca
F DISTANCE TO �� 1 \\ H Q) O 3
o' z EqT CK / 1oXz r. o R .> SrG ��� LOT 7 o m
FI FIC - Iul I 20' zo' _ 5'- k \ Ck ��Q'/ \ \ Z NEAREST /
.� 30 - zo zo' zo' zo' z zo' zp' l Sf T gAC OF 6 C• 'Ll .� \ O y,Ors>• INTERSECTION
OF (.�O ��a.��e� \ \ 8 H O F o
54O zo' zo' �oi�' +ry°PG`'' O Fj. • \�'L�. MCCOMB STREET & q �eoe �'1a� \ \ LOT
en z
RIW RIW To' P� � F` BLUE RIDGE AVENUE \ / w `o
z0. - z NO PARKING /�O LOT �� �8p \ 9 W ..
SIDE SETBA
CK K SIGN (TYP)
- 21
5
10'x16 ' 1o'16 1Ox16, I x I I
I zo'Rf O+ y Q F
z'xzo' 2GARAGE � DECK DECK DECK D1ox16'
II ' I �R\SFTgA�FC�6' LOT G \ , \ LOT
DECKS/PORCHES MAY 216 ti ti° (1 \
5 4 ' LOT LOT DECK DECK I 10'x16' O + y \ 10
4o
RIW jRIW 2O2 1o'X:W EXTEND ' MAX. INTO �o, LO ti PQP \ STREET \
LOT LOT DECK REAR STEBACK (TYP.)� s G uo SIGN (TYP) / \ LOT
86
1z'xzo' " 2 Iry 230 - 22g LOT CG-12(TYP.
w LOT
)T GARAGE ' w w � 22$-
<� ry
-I cam o 0
226 �T' \ s 00 0 ?op, NO PARKING / LOT
�' rva rv¢ rva �3 o zo. S ? 21$ ro G
m "" " " r ¢ w " vo(l_
O +Fjo. v +P \ i' SIGN (TYP) / \ �� TOP SIGN (TYPJ 1z - - + y ' CONCRETE SIDEWALKto l7o w C 9 F d Q 5 )T GARAGE A " `¢' a o LOT 1 ?O; j LOT q ♦ / \ LOT
m = " /" ?o / R SIGHT DISTANCE z8o' / x N` m
;7 _ ° I m _ 10' y rv, /� 225 O�� z / z°+� 219 y 25 A �Q //® �� 13 \ o
s6' m/V.
1z'xzo' d .-
OT GARAG zol: zo' SfT �k 224 OFC+ w N
t
L$$ 0 2S' - / y P ( PARKIING ,'
0
P <c R 5 E
2 O' O BUMP -OUT � C> SPAC _
? i -\
.. � LOT dp, o a8
86' a xzo' -- - : ' z 10 + sz, (TYP.) ? o' 9 N o
w o' ro Co° 22 C t, \ o /W o PROPOSED CG- B z °
OT GARAGE l '.' STOP SIGN (TYP.) _ +�p � \
?z' yy PN y LOT / / 'F ENTRANCE (TYP.) ° y"
(P) ASPHALT 10 x1
-I MIN. DRIVEWAY (TYP.) .y +y 222 C;(- / �. / C q� `O LOT a a L
86' - - ry�F v1 -- - 2pOR ti(/os ° LOT O� F2 r/C ! k��� " a ON FTg s, hQ \ FRo 6 N. �\ \ 33 _j
OE SETBACK - f O �o' ti+y cz 221 C�
- -: V F s . ' ""• c1e %v Q- z ' ao C zo 'A ti � zo • M N. v� o � �
o? N M -
Z zo L9 0
Zo 1° �?, o- vm Om\ L T a Qi
OT 1z'xzo' J </C Ty RF� " Ty F v u 4 O LLl
GARAG S ST T t°, y" (7 220 / 2 " L ry C J i" m m RNA r �
o F. o k P•�
(p RFFT \, yA y P o°/ �°. OT "cz� o K a c x vim° LOT RIiI 34 ti o
t o 1 z 33 o k�� ;I LOT �� 2' M I--f
9 STREET SIGN (TYP.) ~ Q / o' w y o- m 2 C FIC o
a
66' ¢ . • o kzs, 234 F � OT 45 � FIG- (n 3
OT 1z'xzo' I I PHASE III 20, ��" P�' / c a FCK / zp, M
yro'FE / /c ° OF kzs' 2 " " �e o c9 c N- v x o- 2 oXy6 LOT ai
GARA E v c 35 "� k" F' �� N a N �LOT 43 1 i J
9'x1o' : • % / K LOT �� °- `° - xz6 E�� N a
N I z5' MAX. FRONT y i' 4 zo, b o- yo \ 0 35
L91 ° PARKING \ / /l1! O kzs, 6 o r �Q P E/P vc Gm OT 2 o K Q
86' - BUMP-OYP9PACE5 SETBACK 6., ;.,.• ...,�P FCK / zp 23 LOTo I,,. m LOT 241 24 1oX16 \ oEc M I--! a
E/ °.
OT 1z'xzo' 8'x20' O pfkzs' 37 LOT z ' LOT o yoX of LOT
GARAG PARKING x ✓ Q- y, / OC ¢ Q 2LF0 N ECG`'
rJ BUMP -OUT SPACES ' O / 3p. 23$ F/C F/C °o •y6 0 / i 36 f o
192 0_ '. (TYP.) / OFs, zpk 239 ° 1oX16 \ pEC� \ E BPGK 26 z C:) ~ a
86' PROPOSED CG g6 d e r. z S \ p zs, w • w 16 C� o o EIP CA
1z'xzo' o OPEN SPACE ENTRANCE TYP °p• �/ <.. O �,Z- �� ,;.:.. / \ \ o gqC / FCk o • .. o •yoX \ oE/ z 2 EIP \ i N 016 '
OT r 'X20 E 5' CONCRETE SIDEWALK (TYP.) i' Q/ K I - EC \
0.48 AC \ z5'R OZ �0�� zp �- o zo / - - 37 N o
' L
6' PLANTING STRIP a z 37 z
93 86, NO PARKING \ �,Q�Jw - OT ?O PHASE III J d zo / I FIC fIC / Q O -
OT Izz'xzo' SIGN (TYP) /Q 5$ > ~ r
GARAG
19LF STREET SIGN (TYP.) / / _�� 14 - LLI �
O \ \ OT _51'� i NO PARKING J
5' CONCRETE SIDEWALK PROPOSED _ - - - -
CG-1z (TYP) \ 59 SIGN (TYP) _ J � o
5 SIDE SETBACK / NO PARKING
- . s'xzo' OT LOT
6' PLANTING STRIP PARKING OT SIGN (TYP) b SPEED LIMIT L b >
I $ M0M s
� BUMP-OUTSPACES / \\ OT SIGN (TYP) �5 - - I 3 W W o
(TYP.) Fi ? \\ 60 57 /� \ -- - - - Z o
PROPOSED 5 CONCRETE SIDEWALK ��C �T \ LOT LOT U�L9 3
�ET -CG-12 (TYP)-
STOP SIGN (TYP.) c / /\ \ OT / \ LOT I 16 - III 39 0 J c
ET _ S/GyTO STOP SIGN (TYP. \ E)1 56
' /STA�CF^�/�Z7PHASE Il
LOT - - - - w a
•
\ \/ Fj ? LOT 17 - - 40 U z
...• 62 55 .. cF / � �
. -... / III : I
--
SfGH7 DIS\NCE =z8o OT �T \ \ EXISTING c'.: ,, � / j F 2p, "' LOCATION OF PROPOSED LOT Y J �
ATIO OPOSED MAIL KIOSK
CEMETERY
zsR / L 63 / 54 /aFip 41 � Lu E
I
STREET SIGN (TYP.)°_QT \ n
\ N \ q LOT \ 0.
v / ,
53 .r � (n
I 1 � 18 � \ � LOT
I
CD
LOT II I / / OT \ t�t�/�` ry L28 / . W m^ I- - - 42 W M z
/ \ 5' CONCRETE SIDEWALK rj2 \ / �� �(Qom' DUPREE STREET ROAD CONSTRUCTION \ LOT 1� CL - LL I W w
v
LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE �. •; Je J�ryc°�"� / \ 'PROPOSED UNDER PLEASANT GREEN ?9 0
NUMBER AREA 5 AREA 5 NUMBER AREA sf AREA sf NUMBER AREA 5 AREA 5 PHASE I ROAD &UTILITY PLANS SUB-2019-00071 m " ~
G-1z (TYP.) `^
153 2,260 1,291 184 2,812 1,&x 215 3,424 2,216 \ / W°e Q7 ,6 `' \ C7 4 h vJ O
154 1,760 1,259 195 2,579 1,524 216 1,953 1,452 \ 51 v'O
O' LOT LOT \ ro =
155 1,798 1,297 186 1,717 1,217 217 1,887 1,386 / / \ �5R°• 20 \/ Q \ a- o
15,1,181,711,21218 ,1,\ / 29
157 2,561 1,539 188 1,714 1,214 219 2,916 1,626 OT / LLy
158 zs17 lsza 189 2,404 1,400 zzo z,7so 1,781 72 / /�' \ +.. \ LOT / LOT \ \ \ uj
z $
159 2,008 1,500 190 2,407 1,403 221 1,790 1,287 / / / / \ \\ 21 \/ L•f- �-
160 2,110 1,601 191 1,717 1,z17 222 1 1,772 1,270 W
161 2,712 1,858 192 1,717 1,217 223 1 1,783 1,281 V / LOT \ / LL
162 2,351 1,376 193 1,717 1,217 224 1,8w 1,327 / ///////� \ b \ \ 43 x
163 1,798 1,298 194 2,510 1,462 225 3,147 1,817 71 / //C\\\\\\ V / \ a. `�� LOT / LOT \/ / O x
164 1,798 1,298 195 2,439 1,451 226 3,996 2,403 / / / / \ 31 22 O O r
165 1,798 1,298 196 1,725 1,224 227 2,047 1,536 / / LOT / /// LOT
166 1,798 1,298 197 1,723 1,223 228 2,008 1,503 /
167 1,798 1,298 198 1,723 1,223 229 1,918 1,413 / ]O / / 1... ° �, S \ \ \ \ LOT \ LOT 23 / LOT a
168 1,798 1,298 199 2,410 1,405 230 1,860 1,356 / / / / C\\\\\/ h° ' 32 24 \ % / 44
169 2,676 1,666 200 2,408 1,403 231 1,883 1,329 / / / / S STREET SIGN (TYP.) \ '' u E
170 2,546 1,462 201 1,719 1,219 232 2,845 1,737 / V / LOT w
171 1,788 1,287 202 1,719 1,219 233 2,909 1,754 / TQ `Q \ °
/ 69 / / y9 ST rST \ w J I-
172 1,822 1,321 203 1,718 1,218 234 2,123 1,621 / Qe,oG 0�1, '9�C %, �° \ \ \ / O w m
173 1,880 1,379 204 2,608 1,502 235 2,112 1,611 PHASE I I / / / NO PARKING. .S, 6�r S F� \ LOT , a L o
174 1,947 1,445 205 2,640 1,639 236 2,112 1,611 / / / SIGN (TYP): 2dy C,p\TQ 'o
/ LOT j A 45 / °
vs 2,013 lsu zos lsos 1,308 237 2,123 1,620 ALSTON STREET ROAD CONSTRUCTION 306 No. 0
176 3,265 1,997 207 1,835 1,335 238 3,643 2,180 0 / 6$ / !\ . b 29 FT �. ROPOSED UNDER PLEASANT GREEN / 182154 °
m 2,453 1,445 zos 1s77 1,377 239 3,au 1,954 OO / / /C\\\\\V i F �C S PHASE I ROAD & UTILITY PLANS SUB-2019-00071
178 1,934 1,433 209 3,019 1,952 240 1,876 1,375 / / \ 5 '° b. / SCALE O
179 1,986 1,486 210 3,594 2,526 241 1,819 1,319 O0 \ �/ \ \// / LOT // / '. " ��` - �F` LOT _ m
180 2,019 1,518 211 2,260 1,757 242 1,798 1,298 co O - -O 46 // 1 - 30 ° °
181 2,054 1,552 212 2,258 1,756 243 1,811 1,311 OO / 67 SHEET NO.
182 2,083 1,582 213 2,209 11707 1 244 1 1,861 1 1,359 QO 183 2,094 1,592 214 3,456 2,525 245 3,098 1,925 3 /. / / '' t-
w —w —w �w w (P)ON-STREET PARKING ALONG w w w w
MCCOMB STREET
O
w
w
w w
w
No. 35791
12/6/21
w �w �w (8'x20' PARALLEL PARKING SPACES)
w V TOTAL: z8SPACES
�w w _ w — W
w-
- MIN. DRIVEWAY ASPHALT DR(TYP.)- 56`PtJB BSTREET
M
_ - - LOT I 5' CONCRETE SIDEWALK SIGHT DISTANCE VAR. WIDTH
LOT 'NO PARKING' SIGN
`
- - \ \
152 I /. STREET SIGN (TYP. NCE,2Bd _ - EASEMENT \°R M
LOT 11 \
\ 5 I VAR. WIDTH TA ZO
\ LOT I - T D�5 STOP SIGN (TYP.)
i \ LOT �49 150 1 / SIGHT DISTANCE NO PARKING' SIG 51GH
/ ' \ LOT 148 c EASEMENT DISTANCE
I 'NO PARKING' SIG
147 -nnv F 4 ------ y o
LOT \ I PROPOSED "" .•, .: • , •; ..: � 20' 20 a Stij o_
CG-22 (TYP) zo 30 0 F / F z ' PLANTING STRIP u m
\ i 20 O SETB C r / R PVT o 5O
Lu En
LOT 145 - - - - - STOP SIGN
~ I
LOT 144 _ 20 _ — I N N N �� �S 1�1 z
LOT \ —
• ^.-'.' � •:. „ _280' .-- ET`. � zX x N "x' m° � � .s' O
— / 5 _ N A A lY .. ..
/ �43 \ STREET SIGN TYP. ,1 HT DISTANCE- - X. R Y w a o D o ca ° m o I ¢i ko N roN�� o c> �N SS. Q\Q \ w z
I LOT 142 \- S G ( ) N A. C N C N U m m 0 ° N /W oC
1 \ 'NO PARKING' SIGN Z, �' G y N z N z N m' wp m m m OT w!
1 1 SR N D x x o S° w LOT L W zOio LOT n a
LOT 4 i b c N N p - LOT }N \
/ ° m v, LOT 208 209 o
O D x a o_ D o m m w LOT 207 v zo' 211 LOT \
B C 1 REE - NO PARKING' SIGN z X N n n LOT LOT ID .: O 205 206 io'x26' I v OFC�6 zo• 212 0 }^o�� \ 3y C
/l` D D o rn m ,� . n _ zo'xi6' 2o'xi6' DECK I k O xz6, LOT H �� VAR. WIDTH \ Q\
I MC�O,V' C SIREE� Zo 33 o ° m N o o LO 3 N 4 h EIP EIP I DECK lo'xz6' DECK L DECK I J / FC/ zoXl SIGHT DISTANCE F\
,PUB, i,., a :. m LOT g LOTN LOTr 182 i8 18 DECK I OFC 6' 213 EASEMENT
6 LI �/ c m LOT _ 3.81 I — — K LOT
I LOY 179 180 _
' NO PARKING' SIGN ' 'a• � of -{ ' � � zo' REAR SETBACK �
... .•,, '' 2 FRO gP �
STOPSIGN(TYPJ� \N 2 � � 177 �78 I I I I J FI FIC `.. z � z FAR�FTgqOFx�6,4
5
0
o v x• zo 20' - 5' C C P
/ I zo'REA SETBACK 30' - - 2O -° z0 zo zp'
/ 20 CK 3 c N_ PX. N cg' CKj' Ow 4 zO 2 zo' 20,
20 R0N P \ A N 5 c " o o 5' CONCRETE SIDEWALK RIW RIW ° \°' °ij LOT
M N pN
'• '' �� 5 \N -�, c vX N, c.. - �, j NO PARKING
➢ °- A o ° m LOT ^ 2°' 25; — — — \
Pam\ LOT 161 20' zo 2 SIGN (TYP) — — Sg z ��5 o F
z v x_ N a m LOT 4 2' I 20' TBACK- SIDE SETBACK d zo'xz6' I 1o'xY6' I lo'xz6' I I z°' OHO+ titi+ry�� 6f ,
STREET SIGN (TYP. 1 gPCK p o y o_ m 160 RIW RIW 2o'x26' I �RjFr F 0 \ - w
' SIDE SE i RF P r�
\ PX FRONTc N m m LOT 159 - LOT GARAGE FIC FIC DECK DECK DECK DECK I 2o'x26' I IBq\ DECKS/PORCHES MAY CF E 2O6
25 M as N r. LOT c° 158 I I ' : iz'xzo' LOT DECK
LOT i85 ' LEXTEND ¢' MAX. INTO O�o+,1 LO ,'�FQe- •
�
REAR STEBACK (TYP.)
�O s uo
m - 2 2
• . ' ° y °- y °- � 157 � \ \ � •` 204 � �— — � RIWIRIW 3 - LOT DECK
86' " 2 1n 2 O f 21 a (z
6' PLANTING STRIP i S iz'xzo' 3228_ �O k6; `�O 7 N'�tFP• � z
�5 LOT < \ ' o �P
GARAG w w w � T
o — — z'x2°' OT N c n m o " a a w o 227 LOT / �F \� +zs Q
8'xzo' GARAGE - 186 — ° W _ _ - A x� x� xw �P \ 4i
PARKING I '.:. C ' n ¢ n ¢ n ¢ -n �C w ° 226 Z°� .S` � � 218 � '10 C�' J
m �53 \ -R ETBP 203 -
LOT DECKS/PORCHES MAY � � Zo REA BUM -OUT SPA( S __ n � m I '" �' " � " � � ¢ � "' '" �/ �
86' 86 2z'xzo' � " t7 x o o w j
FF �EXTEND ¢ MAX. INTTYP2O z - �7 Vl n n ¢ ¢ LOT ?°' s 1 n \ zo' - o' 'x2°' LOT 1LOT GARAGE N m = Ln x �ry �° / LOT LLJ
I 39 REAR STEBACK (TYP) 2O SIDE SETBACK G RAGE o m N ¢ 0+ P 219
\ Q j " ° o, 202 N I - 18] m TioP. S: " /� 225 �cC� ,/ ?O o+� z co
T G 20 I iz' z o 86' m °' M O/ \ ( 6
T
ILOT 2° C. LOT G RAGE 86 �i� LOT GARAGE zo'- N. FROM SFT /�� LOT oZo+� / �O
138 iZ ,,' TBA A SE i - .: z'xzo' D zo' E C N° 22 FC Cn
I I Z 20 SIDE" I' 162 LOT AI m N \K / ry�{QP 4 f PARKIN( R J
zo' " �-
'... •_ 5._ I m ARAGE L D 188 o ' `. S 'r /
z o' /
h
0 o' v' i R N
I 1 10T 1 iz'x2d LOT �— s2x °' a • 1 IG ( --- ° )
G 6' � 1
LOT GA AGE N B6' yC°-...� r� LOT 2'x2o' ) _ ZO' "°�v`'�` 202T oF�� /.. \MPT oLl
M
r v ^' GARAGE 1 6 o ' , _, y GARAGE STOPS N TYP. zz / ti%v+'� 3 \ /
2 SPA(
P.
I I 37 , I ] - - n 2 I i2'x2o' - _ P LOT, / F
n Z ioz' 163 G RAGE LOT 189 N (P)ASPHALTioxzB'
I LOT u, I _ ° FIC-FIC w MIN. DRIVEWAY (TYP.) }N 222 FCf (\) z
i �, Q lzx2 LOT 22'x2°' zoo _ _
1 6 I .I rn '� N GARAGE LOT G RAGE -o - - 86' - - hQ-/ �. ZOO /y�O ti�PQ- o LOT .t�,,, FicF, r-I
I 1 i o _ R O "F /
N —. S c
1 K F016
m, — AC
75 I n SIDE SETB— _ O Z, ro 0 221 6 N I -
_ G s-
16 6' — -
_ s _
- - A 4
_ N Q
I.
fn 99 0 0' - - ETBACK
I -- ---I I o - -- — 5'SIDES - - w o zlJ 6PL1 9 Ozz'xzo'
W
0 QD "I ANTING-STRIP -W p w O174 zzxzoLOT
m 165 I TSIGN(TYPJ zr-I 1-99
I I 135 3 LOT D - w 2'xzo' 1n x JI LOT zz'xzo' Ln
L I Q I w PHASE III ZO' ti PAP / CiC� ' J
n n ,n o �- < m ARA E G G
Ir, ARA Nz Q7i iz'xzo' 86' II _ I � U1 8'xzo /C � J >
LOT o GA AGE. r LOT I- o _j LOT 1 1 O PARKING r-I
6 PLANTING STRIP 173 ° m J> a GARAGE 9 \ y
AO - N SETBACKFRONT E / 4 0
BUMP -OUT SPACES �j
\ 1 '1 111 I •`' �nl o °' LL �'•. 9 (TYP.)
34 , N - �2'xz°' 8'1 U)
5' CONCRETE SIDEWALK LOT 86'
I Xzz'xz ' I � _ _
STOP SIGN (TYP.) aIGAR E o � —� LOT GARAGE' I i I PARKING QO W
ao GAR GEC 1 2 LOT g ',I z2'x2o' N BUMP-OUTSPACES ✓ O /
s LOT , a 7 N GARAGE LOT I I 192 0 L9
H z.
- 133 „ n 9 ' - 7 0' 197 86 PROPOSED CG gB \ a e11 ��� i / Q
1 I I. O O 2 'L ` — N o
o i2'x °' LOT N 2z' zo' 86' �z'xzo' OPEN SPACE o O Z 0
z N GARAGE G RAGE EIP EIP LOT GA E 5' CONCRETE SIDEWALK \ /Q J
o_ ENTRANCE (TYP) !� K /
1 LOT _ 171 LOT "1 �x2°' LOT o.4sac 25'R
n G RAGE 193 6' PLANTING STRIP �G / Q LL.I .
OT LOT 1 1 , 132 s9'NO PARKING �,P�Q)� / /
130 1 ,I iz'xz LOT - 2z'x o' 86' =I' —� LOT 12'x2o' 5IGN(TYP) /QJ / // = Z F--
9 LOT r I N GAR GE n 12 —
II 17o LOT GA AGE 1ARAGE LOT I 1
94 GARAG _ STREET SIGN (TYP.) // OID
U (n
1
131 I 169 195 5'CONCRETESIDEWALK PROPOSED
I I
n /
STOP' (TYP. SIDE SETBACK STOP SIGN (TYP. b — 'SIDE SETBACK CG-2z (TYP) / 5 W J
�- - - 'SIDE SETBACK - DE SETBACK - -- - - RKING
5 T., 6 PLANTING STRIP PA
BUMP OUT SPACES
W
... •'.. . (TYP.) Z 60 1 co
_OT
5' CONCRETE SIDEWALK - PROPOSED 5 CONCRETE SIDEWALK FCC / / _
PROPOSEDCSTREET SIGN (TYP.) PLANTING STRIP SIGHT DISTAN - 2 PROPOSED
(TYP) S A9 PUBLIC STREET -CG-2z (TYP)- S�GyTO/ST STOP SIGN (TYP) // // \ 61 Lu M
_ _ _ ST-
Lu
G-12
YP)
STOP SIGN (TYP.)
uj
I .. .,;. CG-22 (TYP) NCF 10�
—
.V-
_ 62 =
\ zV
EXISTING a SfGHTDISTANC _ / / OT // �
G I E zso' LU
- , I II I I CEMETERY R / 6 z
3
I
\ / : STREET SIGN (TYP: _OT / / / Q Lu
64 (�
Q9
I// / / � � ` / � 1 I I
LOT 1 I j I LOT I I I LOT I I I LOT I I I I I LOT LOT 1 I 11 LOT I I I I l / 7 / 5' CONCRETE SIDEWALK 0 N
i� III 111 111 I a��LOT III 1 1 1 a 1 1 1 82 j I I j 81 I I I I 8o I I I I I LOT I I I LOT 11 1 76 I I 1 75 I I
0�} 1 1 8 1 I, I I I I I I I I 79 I I 8 I 77 I I I 11 11 I I 1O4
11 Il '�-`t ,1 1 4 1 1 _ J I I -- J I I I I I I 7 I J J I I I I l l l / cG 22 (TYP.) V)
0 11 YN I I I —I I J I II I �— 11 �— // LOT / / // / /
x16' 11 1 115 1 — 1 �_� I �— �_= 1
cK LOT II II 11� II r 1 1L— J II -- �I IL_� I� W
J
I 86
o W J
LOT / w
II _J1� Ili—J 1 1 ---- -- 1 --- —_—_I I------J '--- �\J l� rJ / / / 72 / / // ' / //, \ .. \ • > a � �
GRA HIC SCALE JOB NO.
LOT // /
1 30 0 5 3a 20 — _ 1 / J �// / / // /�///� / /�^ �� 182154
�.. / �/ 71// 'SCALE '
( IN FEET ) a �" \ ./ v// j LOT // // \ \ / / `\• SHEET NO.
1 inch = 30 ft. 70 //� // \ �' 4
w w w w —=75 w w —�� w_�w w\ w -- — — w —w l_ w-- w �_ \= = ` __w —\_w ---- w 'W _---- -- w---------------`\ w \ TH 0
//----------- 'EXISTING 8"DI WATERLINE i/ 75� /r /////' — — — \\---744-----//--------- l \I /^--------- ----\\ \) /I�---=______ / (I
752 / / EXISTING // \\ ---__--- ./ \-_ _--_ ` / _
FIRE HYDRANT / / \\ _ _—_—_ — _ _ _ _ _7--------------------- OSCOTTR. LINS'Z
Mc / / !!„ --- / Cf I' a--- --------- /! � No. 35791
_ M8 --/ / / _ 12621
56' u6L'CSrTREET \ /� �k,F., F r- T--_— ,,, j•,.. ��o���'
/ — — REE l / / Iv ; I T r: r
I \ / w
150 3 TIE-IN TO PHASE II WATERLINE
41
CD
Z
y
I LOT
3 LOT
1 /
LOT LOT zog zlo LOT y , , /j
LOT zo6 2O7 208 I 211 LOT
LOT 3 Z
LOT 5 /
183 184 � � � �� � / / Q� / / / ,� / / Z o � w
�3 LOT //\ � :•.• / / • � � I � / � j / I ` \ LO a o
I - — PROPOSED zo' ACSA 21 / �J / / 9 �� Q,� \ 7 O 2 m
4 —
U
-- UTILITY EASEMENT % \ \ / / / �� \ F"I m D 3
PROP SEASEMENT r 3 = `` \ \ - / \ \ PHWSE CSOJ��� LOT
ul o F o
p o
LOT
LOT \ \\ \\ I — // // /// / //, / \ 9 W
LOT o
T \ TIE -INTO PHASE I WATERLINE I \
- h m LOT I I I s 216 �] / v vv A 10
r
LOT \ LO /\ / / / a / / \ 5 232 LOT LOT I / v v v _ / EXISTING PHASE I SOT
229 LOT \ \ \ / / FIRE HYDRANT
\ - / m
` � � � 2 1 23o LOT � / /v � s v /
)T I 228 � PROPOSED 8" PVC / � � � `
^' 7 LOT � / \ , : _ �
36 22 22 / \ / \ SANITARY SEWER LOT / _ = - STING 8 DI WATERLINELOT
IRiHYDRAN PROPOSE � / 218 � 'LI �_---------- j /%/// / / •'/ � \ ,\ � \
L \ , XI "
)T ED F LOTTIE-IN TO PHASE I WATERLINE
�. 3 p % \ \ � � LOT _OT
/ 2 21g \---- — / / // ♦ ti — \\ L�3 / / o
/ % LOT �/ / �� , :: � Q � ,. . , • , ,; • • � o \ / � / / / a o
88 � -
LOT /
\ 3 /
PROPOSED ROAD
\ \
OT DRAINAGE SYSTEM °
,89 O v A a
_T >
L33 V A AV �
221.s----/ PROPOSED8 DI WATERLINE •° \ \ \ \ L9 J =
\
a
r
OT 3 -�•� :..> 220 // s /� �33
:
/ 3 LOT a / 34 \ z ti f— o
LOT LOT — \ M
9 / c =- o
LOT 3 OT 245 VL.FI v AV "�V A co U) 3
�i S- / \ V '` / A,:- \/ LOT
OT ;[ PROPOSED 6" DI WATERLINE ��� O� % TIE -INTO PHASE 11 ROAD / s� 235 LOT 243� v o
L 1 \ " \ S� �� ��� DRAINAG 5 STEM / LOT OT 3 \\ Q_
244
9 ROPOSE V ` �\ 3 / CV
D 8" DI WATERLINE\ ti % F \ \ LOT 2!}2 \ \ \ 5 \\
\ // / / TIE-IN` O PHASE II WATERLINE\\ / 2 6 2 I / I LOT 241f—
_OT \ I / / p _ PROPosED 8 Pvc 37 LOT ' LOT
/ s SANITARY SEWER 238 i I - �40 / i / 6 / \\ o
192 I PROPOSED ROAD \ \r 3 239 / 3 \ \ � p ~
3 DRAINAGE SYSTEM y O /\/\% \ s \' I 2
T \
_ - \ � i � / �� /• .i°� 7 �4 PROPOSED zo' ACSA '
EXISTING PHASE 11 ��UTILITY EASEMENT \
7
OT \I \✓ ' /� : f / ,FIRE HYDRANT \ \ (PROPOSED 6" DI WATERLINE �/ IP EIP \/ / LOT I\ \\\\ N z T
93 3 - - �38 \ / / Qe / : �` / OT / / TIE -INTO PHAS ` — C�I� \\ O
L
EI
OT . N \ . ;; ... \ / ,•. / 5$ / /'i SANITARY SEWER `• TIE-IN -` 72-0- ( LOT
_ Q
TIE-IN TO PHASE 11 - / / M ( S/ / _ 3 T - N TO PHASE I WATERLINE ` \ I >
�94 - \ I SANITARY SEWER LU o
\ PROPOSED 20' PUBLIC\ >' / / \ / ' / / _ _ ---. '� V1 J > J o
/ T E-INTO PHASE II WATERLINE - / / /� \ - \ LOT
�' DRAINAGE EASEMENT \ \ / / / r L $T s i I— n
OT Co
,TIE -INTO PHASE II WATERLINE � / / (/\\ \OT / / / I �
_TIE-IN TO PHASE _ - �7 EXISTING PHASE I I `
DRAINAGE SYSTEM / 3 / \\ / / _ LU'^ 0w;x5
- ----------- , •, , ` - \ / / .. a / / - 6a �/ / / / / O� XFIRE HYDRANT/ / > '1 \ \ \ \ `\ / - - -I LOT -/- / - LOT I V / W 3
-S RCG �\ - - - M_ EXISTING PHASEd / / / \ O / / \ �// / LOT \I / I 16 I 39 0 c
S KEET - - - - - _ /�� M M FIRE HYDRANT / / / 3 \^-161 / / / �/ / 56 / V\ / 25 / /I�
WATERL\� / / / 7 OT \ / / `.- . / / / I LOT - Q Q n
y SE 17 — 40 z L
U
— �—-
- _
OT �i / OT � / / / / / — I LOT � Y ,_, � o
DRAINAGE SYSTEM
/ / ' / / / � / // i / . ' 54 F/Pt� J / LOT / / 1 I ? 41 27
w W o
0
/� OT / / / OT o
' .. • `. � � / � / / 18 v LOT � z z
LOT / / / I / 42 / F— — w
I � I / / l/ / /— v' :• / v a / uv � / /� OT / s / � �, �,�/��� . % ,_ 28 / / / / /� � �� �• � Nmq1t
_— / W M � z
-- ---� _�7 W Q z
L / /
m �QWATERLINE-
EXISTING/ W w
V L _ - -/ � � v � / � � / / '\ 0� v EXISTINGDI Z
� `, y � / \� � / � � � ti� v�v � \ tea$ / / / / i' � � , .• � z
8" DI WATERLINE i m / / OT / Q� / // / / / / / J - - / < J
\ / / \
LOT
q'' / LOT \ / // /// // /// / 20211
I
LOT \ 1 \
/' \ \ \ W o
30 / / / \� 21 \ \ W a
/ / \ / �/ LOT \ Q
EXIST`G8"DFWATERLINE / / 43 x
// LO2.T \/ \ — C
LOT
z o
0
__— — — \ /. y / / \ �� / LOT 3 \ \ I / / / Q
— \ � 2 \ � � LOT
0001
\\ —\ — / �\ \\// �� \// 32 / / 24 \\ / 44 / /// �
xNEXIM6
o W o
LOT
45 roe
\/\�\;✓.. / , /. \ // / / 1 No.GRAPtJJCD
30182154
300 ,5/0. 60 ,20
✓ / ob, LOT / / \ SCALE
46 / //� 111=30
i o
o
.✓v .� ( IN FEET ) ✓ \ OOO \ �\ / 6 // \ r\ i \ \\ \ `L - > / / \ \ / SHEET NO. N
-y_ I inch 30 ft i \ �\ 0 ��/ �� // \ \ j/ y/ .,\ ° `` \ _.�, ' \ /� // / \ 5 0
W \ /
\ ` _ _ _
--------- ---- - — GRAPHIC SCAEE -//' - ---- (Ct)
30 0 15 30 / 60 120 � /
/ _
U No. 35791
( IN FEET) / / / / _ 0�a 12/6/21
v / — / / /
1 inch = 30 ft.
/ _ I
W W W-W W W AN----� W
W -W �W
w �w /_ // —754 0_--
/ -
/ w W / / / EXISTING 8" DI WATERLINE / 7 -
// -W w 758 w 756 4 / 752 '` y EXISTING PHASE I'
/=w w _ 75 FIREH DRANT /
/ \
• / / � �M� � [M['ECOpMB M /' / / r�
LOT
LOT 151 2
1 -
/ LOT 5
TIE-IN TO PHASE II WATERLINE
LOT lL 49 TIE-IN TO PHASE II WATERLINE /M L h / _ / / -
/// �47 p sir /� % I ¢
M/ _ I\
�46 / / / _ — - - — - - uur) Co
LOT 145 \ y - - V, Lu En
LOT 144 _ - _ z
LOT � \ s - - _ •_"
F�1
OTuj
oc
W
• z
/ RE 3 LOT LOT \ /
I LOT 11+1 /B b I LOT LOT � 210 LOT
208 20
- 140 � / .' - - M M / ^�jUg�\CS ` � � � 206 207 I !'\ z11 LOT
- 5 P LOT LOT 3 205 o 212
M
'ter.".,
,
. LOT — I
LOT LOT LOT 18z i83 184 I — — — �� 13 LOT /� \
— F�
�,. • ' ' �� /PROPOSED FIRE HYDRANT I 21 � V
/ LOT PROPOSED zo ACSA
UTILITY EASEMENT / 4
LOT 181 PROPOSED zo ACSA •- V � � � � I \
— \ O
UTILITY EASEMENT • � � -
5$. EXISTING PHASE
fFIRE HYDRANT - -
M 56 \ LOT // s _1 �aa- LOT o
- -
s •' '
3 ', .• \ LOT 161 -. ,; / 3 / _ — — — — s � z15
Ln Lu
LOT O / - - — PROPOSED 8" PVC = _ — �3 I I /"f v I �s /
✓ LOT _
M / / �59 - SANITARY SEWER c� A I �, LOT a o E
3 \ LOT I -
LOT 158 I I s - ,•' � � ( I � 216 � N
/ m LOT
LOT LOT I 3.85 LOT LOT LOT I // LO /
LOT 1 6 157 1 20[F /I �— m 232 2 1 230 22 LOT j / 217 3 I s
1 5 / +\ PROPOSED 8" PVC ' S LOT I m 9 228 LOT LOT PROPOSED 8' PVC z
\ \ \\ LOT 154 55 yl SANITARY SEWER 5 s LOT / 186 a P 227 22 / / / \ / SANITARYSEWER LOT \ / J j
RO OSED FIRE HYDRANT s
I LOT . • ' 3 \ , • y `, � � � 5 5 � y. - - i I LOT � 3 - LOT / � LOT rn
� z18
_ I b LI,J >
139 �h _ - v LOT / 187 ��/_ _ 21g o
l
I LOS _\\ N o / - LOT PROP ISED ROAD T / i- ".: - / / LOT \j/ - \ M r
/ PROPOSED zo' ACSA DRAINAGE SYSTEM / LOT ': .`` ' `.
I Z - -�i I UTILITY EASEMENT I I LOT PROPOSED R - / s / J N
L224
LOT )\ �' / it \ - 201 / 188 I ono - LOT N Q e
LOT 3 / DRAINAGE SYSTEM M M
/ �37 1 176 _ 3.63 I w y LOT / / I / �I, 189 - i vv - M�M o
C. 3
/ T w / zoo / - _ v 2
�fr , � I LOT \ � —LOT H/ I J / � - - - -i _ 3 _ w M LOT / / w �
/ v 175 i6 U PROPOSED za' ACSA- / - v M 221 s / / s �
J UTILITY EASEMENT LOT
7s LOT I - I� /' LOT 3 z 2 220 // s Q Z o
3-74 i6T I` + a - LOT I I 190 _ �Gos\� s
- - - 5 3 I 199 AGy p �,- s _
1 3 Q e�j p ST TIE -INTO PHASE II ROAD / w
Oa' I
LOT LOT LOT V PROPOSED 6" DI WATERLINE 7 , / J
' ` '. � •� ✓ � �� \ .� S7. DRAINAGE SYSTEM � J
I LOT 173 - - I LOT / 191 \ PROPOSED 8" DI I
3 I ..�-/ I \ WATERLINE\ F%\\ v / ^ • �' � n
198 I Q 1-
LOT
Co Q o
1 z _ LOT � �, I � i / .: I � .. ,� \ / -J pQ-� � �,
7 LOT I 192 I I PROPOSED ROAD o
/ - 167 3 1 7 3 DRAINAGE SYSTEM /Q •�' ° �i\ U% 3
3 LOT I f 9 /_ vI �... ExISTfNG O L9
� W
LOT I / / / FIRE HYDR J
LOT - 171 LOT
�' � I , �
Icy- ki
O�96
�
Q Q o
7
LOT LOT / -- - I LOT I TIE-IN TO PHASE II - - - - / % a / f ' I--1 Z
SANITARY SEWER - \ // / l.. a / / ✓ / \ \ O U G Q
EXISTING PHASE II \ \ \ / / - Y ~ C
° S ---- --- -1- '• ' \. - l i P\ PROPOSED zo' PUBLIC\ � � ' \
HYDRANT S ? ` 95 _ / FIRE HYDRANT DRAINAGE EASEMENT / / / w Lu
J 0
• TIE I PHASE II WATE INE
PHASE II ROAD -- - . :• /;' . i'; - - \/\\ \QT � � -o
DRAINAGE SYSTEM-s.-.' /
-. - , TIE -INTO PHASE II ROAD 3 PH _ �- 77 > ° �o\\ Ul �
.TIE INTO ASE II WATER
I => ` / \ DRAINAGE SYSTEM -- - // 3/ /`` 6a �
Z z
M M -- - 3 - / / / M\-�M �M M \ M M ••- / \ \ / / / / / / / - `. W
w 1 h� _
M -�" TE�I�I711 �� - EXISTING PHASE II / / // \ O W C�! Z
` MGM�LIBLICSIR ET \ ------ -//- -M M �\ FIRE HYDRANT / // 3 - \_-I6' 1 / w W w
DI WATERLINE /
. N�/
LL LL
•°
- ,n J
Lu
- S I / / \ \ / \ TIE -INTO PHASE II ROAD / / / Z a
/ I - - - -SANITARY SEWER / + S ✓ / f i - I \ /1 / /DRAINAGE SYSTEM / W o
/ 11 1
/ � Q •�.
® 41
82
-EXISTING 8" DI WATERLINE / V)
/ �� / \
I /r=- / / L_ J_ _ - \� 1 -- ��il/ / / M S J
JOB O.
-\\�_/� - 1821
71.90mv
/ \ _ \ \_— \ X\ /' / 1 / / \ SCALE o
/
— — — ——
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES TRIP GENERATION CALCULATIONS
ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
MAINTAINED: 93 SINGLE FAMILY ATTACHED UNITS - CODE 220 (PHASE III)
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS
COVERED. ADT: 681 VPD (340.5 ENTER/ 340.5 EXIT)
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE AM PEAK: 43 VPH (io ENTER/ 33 EXIT) \
RIGHT-OF-WAY BEFORE BEING COVERED. PM PEAK: 52 VPH (33 ENTER/ 19 EXIT)
III. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY ,
TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. \
iv. A FINAL PAVEMENT DESIGN, BASED ACTUAL SOIL CHARACTERISTICS
AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE
PAVEMENT STRUCTURE IS PLACED. \ \
822 ADT
7oo ADT MCCOMB STREET �` y _ COTT R. I
rG S
-� U No. 35791
•012/6/2,,,�c
.I LOT
/ Lor
E
I ioT Lor L°g L� La°e. .a en >aa ,os = Lor
IT
\ LOT
us .so Lm Lor
'-" LOi °T V =oT a05 .� a� LOT LOT LOi LOT z =OT
V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, { \ \ f r0 or Log :a n I °T ab o6 °.
CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO _ ss
PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD �J O \ \ 4+`• - ^ °' �'
°a
DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON
COMPLETION AS PART OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM
OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO
SCHEDULE AN INSPECTION. \ \ \ O or PJ PHASE III
L°T +p
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL
REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOTDT M \`_
OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE \ \ Q O , „ 39RAMBLING BROOK LANE 57o ADT A ,
MAINTENANCE.
ALBEMARLE COUNTY
\ O
GENERAL CONSTRUCTION NOTES
1
1. PRIOR TO ANY CONS7RUC77ON WITHIN ANY EXISDNG PUBLIC RIGHT -OF -AA Y
INCLUDING CONNECDON TO ANY EXISDNG ROAD, A PERMIT SHALL BE 0
O
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATON (WOT). '
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF ...-
THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT
PHASEII _
SPECIFICA77ONS AND STANDARDS OF WOT UNLESS OTHERWISE N07ED.
J. EROSION AND SILTADON CONTROL MEASURES SHALL BE PROVIDED IN
�\/ ---
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCDON.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND /
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERDCAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF 3.-1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZADON MAT LINED DITCH MAY BE REQUIRED
WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. _
7. ALL TRAFFC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL
FOR UNIFORM 7RAMC CON7ROL DEVICES
8. UNLESS 07HERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED - -
CONCRETE PIPE -CLASS Ill. - -
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WIN
OSHA STANDARDS FOR THE CONS7RUC77ON INDUS7RY (29 CFR PART 1926).
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.
3. 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 AT THE TIME OF CONSTRUCTION. ADDI11ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS
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:
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION
METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE
ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE
SATISFACTION OF THE ENGINEER.
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT.
OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE
REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRADE.
DRAINAGE:
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER
OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR
WHERE FIELD CONDI11ONS INDICATE.
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT
OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
PAVEMENT:
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE
BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR
ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS
PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
GRADATION FOR TYPE I, II, 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.
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
McComb Street / Cling Lane (Public Road)
822
2
842
4
4
14.16
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
8
0.6
14.93
Lexi Lane (Public Road)
132
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Mercer Street (Public Road)
139
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Hudson Street (Public Road)
95
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Litchford Road (Public Road)
145
2
170
4
4
8.59
ISM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Dupree Street (Public Road)
110
2
170
4
4
8.59
ISM-9.5
11.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019)
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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO
USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE
FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY
COLLECTION.
3. 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.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A
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.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. 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).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN
SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE
ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING
REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL
BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER
LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS
PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN
DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL
OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED
BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL
APPROVAL IS GIVEN BY THE ACSA.
•.
OF
CURB
14
• d �• . �1 is �'
MIN,o•t . i n .
STANDARD6
•• •�
. UNDER
• CURI
CURB& CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
I
EXIST. GROUND
EXIST. GROUND
\ \
/
I
�
\
(VARIABLE W7D77-1)
4" CONC.
NOTE. • 3, 000 PSI
AT 28 DAYS,
OR STRONGER
a
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
PHASE
NOTE: PROPOSED LANDSCAPING TO
I
Rey
UTUZE OUTER 3' OF PLANTING STRIP
CAL
PER 3' CLEAR ZONE REQUIREMENT
5' WIDE CONCRETE
CG-6
31 CURB &GUTTER
POINT OF CG-6
FINISHED GRADE CURB &GUTTER
3'
5' WIDE CONCRE7
SIDEWALK
CLEARZONE
CLEAR ZONE
SIDEWALK
Z
J
I I
SURFACE I
J
I
2$ 2%
2%
2%
6' PLANTING
6' PLANTING
4' WOT 21A
STRIP 4" VVOT
4" OT
STRIP
4' VDOT 21A
STONE BASE
21A
SUBBASE 2
STONE BASE
EASE
STONE STONE
5 6 Bz 5 2..55 s 5
10' 10'
(TRAVEL LANE) (TRAVEL LANE)
j24'-30 F/C-F/C (BASED ON BUMP -OUT PARKING SPACES)
49' R/W - 55' R/W
TYPICAL NEIGHBORHOOD STREET SECTION (V4.R #rIOTfl R14)
LEXI LANE, MERCER STREET, LITCHFORD ROAD, HIlDSON STREET, DUPREE STREET ALL PUBLIC ROADS
CS-SSAR RESIDENTIAL SUBDIVISION STREET DESIGN SPEED.' 25 MPH
(NOTE.ON-STREET PARIfINC WITH 8'x2O' BUMP -OUT PARIfINC SPACES
NOT TO SCALE
NOTE: PROPOSED LANDSCAPING TO
RAW UTILIZE OUTER 3' OF PLANTING STRIP 9' MEIN NDICAATED ON ING �SOE ONLY
PER 3' CLEAR ZONE REQUIREMENT
CG-6 POINT OF
qy� 4" CONCRETE 3' CURB & GUTTER FINISHED GRADE CG-6
f SIDEWALK CLEAR R ZONE CURB & GUTTER
EXIST. ROUND 2;r SURFACE
2% 2% 2%
6' PLANTING 6' PLANTING
/ 4" VDOT 21A SKIP 4" OF a' T STRIP
STONE BASE 21A BASE SUBBASE 21A••
EXIST. GROUND STONE BTSEE
1 5 6 2.5 13.5' TRAbELWAY 13.5' TRAVELWAY 2.5 6
31' F/C-F/C
56' R/W
NOT TO SCALE TYPICAL NEIGHBORHOOD STREET SECTION (56 '
MCCOMB STREET/CLING LANE (PUBLIC ROAD)
CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH
PARXINC ALLOWED ON ONE SIDE ONLY, DELINEATED WITH "NO PARXINC" SIGNS
O
% Az \
TRIP GENERATI
111=1001
SURFACE COINTERMEDIATE COURSE
6"-B" COMPACTED AGGREGATE
URSE
BASE COURSE, VDOT #21A
OR #21B DEPENDING ON
ULTIMATE
TRAFFIC :\
AND Om
COMPACTED
SUBGRADE
4" CONCRETE
SIDEWALK
NO SCALE
EXIST. GROUN
EXIST. GROUND
f.*Yl4Allre ammJ
EXIST. ROUND
O
z
0
<
/
O
w
0
OnU
En
J
Z
O
<
F
Lnn
z
LU
LU
cc
..
/
Cd
c
0
c
a
a
0
U
2
0
0
0
r,
-o
LU
E
CD
o
z
L9 Q
Jm
LU
I -I o
® M V) 3
O J °
N N
Q O
WN z
O
N 06 m
Q z o
0
i
r
V7 m
LU-�
J I_I c
0
J
F1 0
0 0
W � J
L9^ o
V , 0
O >_ LU
m
U
a
= Z °6
WU I -I V / m
�w�
LU 0 E
r� z
v) CO
_ I z_
W M w
z_
WCD
LL] Z w
M
z
® Q J
� = o
o
LU T
� z a
J N w o
LL_ LU
Q
m
O
O
N
z
�<
c
a
W0
J w
a
w �
JOB NO. 0
182154
SCALE 0
AS SHOWN o
a
SHEET NO. m
m
7 °