HomeMy WebLinkAboutSUB202200140 Plan - Other (not approved) 2023-03-22STOCKTON CREEK SUBDIVISION
Brookville Manoip
GENERAL NOTES
OWNER:
STOCKTON CREEK LLC
455 SECOND STREET, 57H FLOOR
CHARLOTTESVILLE, VA 22902
DEVELOPER:
RIVERBEND DEVELOPMENT INC.
455 SECOND STREET, SE SUITE 200
CHARLOTTESVILLE, VA 22902
ATTN: ALAN TAYLOR
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
1. 06900-00-00-019BO (DB.5504,
PG.614) -
3.64 ACRES
2. 06900-00-00-019CO (DB.5504,
PG.614)
- 7.70 ACRES
J. 06900-00-00-019EO (DB.5504,
PG.614)
- 4.62 ACRES
4. 06900-00-00-019FO (DB.5504,
PG.614)
- 4.63 ACRES
5. 06900-00-00-019HO (DB.5504,
PG.614)
- 11.03 ACRES
6. 06900-00-00-019JO (DB.5504,
PG.614) -
8.92 ACRES
7. 06900-00-00-050BO (DB.5504,
PG.614)
- B73 ACRES
TOTAL AREA:
49.27 AC.
ZONING:
RA - RURAL AREA - WITH HAZARD
OVERLAY DISTRICT ENTRANCE CORRIDOR OVERLAY DISTRICT, &
CRITICAL SLOPES OVERLAY DISTRICT
DEVELOPMENT RIGHTS IMP 69-19C, IMP 69-19E, IMP 69-19F, & TMP 69-50B ALL HAVE (2) DEVELOPMENT RIGHTS AND MAY BE
FURTHER SUBDIVIDED. TMP 69-19H AND TMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE
FURTHER SUBDIVIDED. TMP 69-19B HAS (2) DEVELOPMENT RIGHTS BUT MAY NOT BE FURTHER SUBDIVIDED N THE
CURRENT CONFIGURATION.
PROPOSED USE:
15 SINGLE FAMILY DETACHED (RURAL RESIDENTIAL) LOTS
OPEN SPACE.`
NONE (NOT APPLICABLE)
RECREATION AREA:
NONE (NOT APPLICABLE)
CRITICAL SLOPES.
CRITICAL SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET (SHEET
2). NO CRITICAL SLOPES WILL BE IMPACTED WITH THE PROPOSED ROAD DEVELOPMENT AND SUBDIVISION OF THE
PROPERTY.
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS`
FRONTMIN. 75' (ALONG EXISTING PUBLIC R/W) AND 25' (ALONG INTERNAL PRIVATE & PUBLIC STREETS)
NO MAXIMUM SETBACK
SIDE.' MINIMUM - 25' AND NO MAXIMUM
REAR: 35' MINIMUM AND NO MAXIMUM
SUBDIVISION STREETS:
ROADSIDE DITCH
WATERSHED:
STOCKTON CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT: NONE
TOPO & SURVEY:
TOPOGRAPHY PROVIDED BY ROGER RAY & ASSOCIATES, JANUARY 2022. HE BOUNDARY LINE INFORMA77ON IS
PROVIDED BY ROGER RAY & ASSOCIATES, AUGUST 2021. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN
DECEMBER OF 2021.
DATUM:
NAD 83
EXISTING VEGETA770N.
EXISTING FARM LAND WITH CORN CROPS AND PASTURES FOR COWS. TREE VEGETATION OVER A PORTION OF THE
PROPERTY, MAINLY ALONG THE STREAM CORRIDORS (1) EXISTING FARM HOUSE WITH BARNS.
LIGHTING:
NO LIGHTING IS PROPOSED
PARKING.
REQUIRED PARKING:
2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS
PARKING PROVIDED:
2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS
NOTE: NO FORMAL ON -STREET PARKING IS PROPOSED ALONG THE PROPOSED STREETS AND CUL-DE-SACS.
PHASING.
THESE PROPERTIES SHALL BE DEVELOPED WITHIN (1) PHASE
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING A FIELD INVES77GA77ON OF THE SITE
STREAM BUFFERS:
THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE K1774 THE ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE. SEE SHEET 2 FOR THE LOCA77ON OF THE STREAM BUFFERS.
RETAINING WALLS:
NO RETAINING WALLS ARE PRPOPOSED.
LANDSCAPING:
EXISTING TREES TO BE MAINTAINED ON THE PROPERTY IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING
REQUIREMENTS WITHIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14.
BUILDING SITES:
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
STREAM BUFFERS/FLOODPLAIN. THERE IS A 100-YEAR FLOODPLAIN ON THE PROPERTY, PER FEMA MAPS 51003CO225D; FEBRUARY 4,
2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET 2.
OFFSITE DISTURBANCE
NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN
NOTES.
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER WITH PRIVATE TRASH SERVICE FOR PICKUP.
4 THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
5) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A
STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT.
6) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECT70N
PERFORMED BY THE BUILDING DEPARTMENT
CONSTRUCTION FIRE PREVENTION NOTES:
1.. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL
BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE
FIRE PREVENTION CODE.
3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND
DEMOLITION SITES, PROVIDE ACCESS TO WITHIN Zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO
OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY
ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS.
4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA
STATEWIDE FIRE CODE.
S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE
ON SITE.
6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH
THE VIRGINIA STATEWIDE FIRE CODE.
7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS
WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH
AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL
REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.
z'SCOTT/R. - LINSZ
ROAD PLAN �- _ 3/ 035791
°p 03/21/23 w4
Brooksville Manor °�
SUB2022-00140 / -- Blue Rid �SSIONAL E�GS
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
I /
/ \
LOT \
/ 2.70 ACRES \
SH���ILAYOUT
.
g, 1' = 160'
`A
LOT 14
3.90 ACRES
o"
O \
A
LOT 15
/ \ � \ \ � \ \ / moo. �" _'\•.
� Qom\ �J / ��•.`•`�'
/F A\ \ 2.39ACRES / / � d0\
/ LOT23
/ laoncREs
LOT 13 /
\4.4499 ACRES •'. -'�.�. i.`•` -
/ LOT 12
2.40 ACRES
LOT 10 A
2.22 ACRES \ \
I / I
/ LOT 11 \ /
2.74 ACRES \`
LOT 22
j
2.49 ACRES
/
LOT 3A
/ \ 2.07 ACRES
1
/
LOT 21
3.10 ACRES /
LOT 20
I
3.46 ACRESLOT
3B
1�
2.49 ACRES
/ /
I
_
IMPERVIOUS AREAS (WITHIN LOD):
PROPOSED
ROADWAY
50,089 SF
PROPOSED
DRIVEWAYS
42,996 SF
PROPOSED
RESIDENCES
31,200 SF
PROPOSED
SIDEWALKS
0 SF
TOTAL
124,285 SF
OVERALL ACREAGES
TOTAL ACRES
OF LOTS.
46.76 AC 94.97
( )
TOTAL ACRES
OF OPEN SPACE.` 0.00 AC (30.39)
TOTAL ACRES
OF ROW
2.51 AC (5.19)
ISO CALCULAT70NS/NEEDED FIRE FLOW: THE MAXIMUM REQUIRED
FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,000 GPM.
AVAILABLE WATER SOURCE FOR NEEDED FIRE FLOW.' STOCKTON CREEK
IS AN AVAILABLE WATER SOURCE TO PROVIDE NEEDED FIRE
FLOW FOR THE DEVELOPMENT.
TRIP GENERATION CALCULATIONS
SCALE: 1 "=100'
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(10TH EDITION)
15 SINGLE FAMILY DETACHED UNITS (CODE 210)
TOTAL ADT: 142 VPD (71 ENTER/ 71 EXIT)
TOTAL AM PEAK: 12 VPH (3 ENTER/ 9 EXIT)
TOTAL PM PEAK: 15 VPH (10 ENTER/ 5 EXIT)
211)
LOT 16 A
�•'�� 2.25ACRE6 \\ //°���`y�`•.
6°
LOT 17
6.19ACRES °
LOT 18
\ \ 2.05 ACRES �,r• \
LOT 19
3.44 ACRES
BUILDING CODE NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC.
2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN
ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
3. WHERE THE FLOOD LEVEL RIMS 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.
5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE
REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131.
6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA
PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE
ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND
WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN
CONNECTION.
7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE
UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND
TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS,
WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S).
8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY
ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
9. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA,
UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
ACCORDINGLY.
SUBJE
SITE
VICINITY MAP
SCALE: 1" = 2000'
LEGEND
LLVM
O
EX157ING CULVERT
O
CULVERT
0
DROP INLET & STRUCTURE NO.
CURB
O
CURB & GUTTER
0
PROPOSED PAVEMENT
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
Greenway
Awo
„•,,,,
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
T
zoo
EXIS77NG CONTOUR
200
PROPOSED CONTOUR
240.55
VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVATION
G
U
�
O
a5
U
LU
F
o
CC
z
Z
o
�
�
W
z
OoC
Q
((i)
^
w
o
OF
LU
oe
Z
o
a
\
((n
z
g
m
W
U)
Q
J
H
w
z
x
..
F-
O
U)
oe
VSMP PLAN SHEET LIST
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
OVERALL LAYOUT PLAN
4
SITE PLAN
5
SITE PLAN
6
OVERALL GRADING AND DRAINAGE PLAN
7
GRADING AND DRAINAGE PLAN
8
GRADING AND DRAINAGE PLAN
9
NOTES AND DETAILS
10
DRAINAGE MAP AND CALCULATIONS
11
DRAINAGE CALCULATIONS
12
ROAD PROFILES
13
ROAD AND DRAINAGE PROFILES
14
DRAINAGE PROFILES
15
SIGHT DISTANCE PROFILES
16
SIGHT DISTANCE PROFILES
17
LANDSCAPING PLAN
18
MAINTENANCE OF TRAFFIC PLAN
18
TOTAL SHEETS
NOTE:
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR
TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR
DISCREPANCIES.
3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".
4. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.
5. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO
SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT
POSSIBLE.
6. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
7. CURB RADII SHOWN REPRESENTED WITH AN'R' DIMENSION THE FACE OF CURB.
8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM THE ENTRANCE CORRIDOR.
9. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT
REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM.
10. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A
DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS
AND PERMITS FOR DEMOLITION PROJECTS.
11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS
IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE
UTILITY AND NO EASEMENTS ARE REQUIRED.
VDOT NOTES:
1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR
DAMAGE.
2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED
BY VDOT. PLEASE SEE SHEET 18 FOR THE MOT PLAN.
3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON,
CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL.
11J
r,
M
M
0
y
A
z
Ul
z
M
r
ti
M
C`7
N
co
)
N
O
M
Ld
N
J
/_j
Lij
VJ
O
_J
Q
U
)
LU
F___
D
U)
F_
LU
LU
U)
LU
(NY
L(.1r_�
V
O
N
Q
0
0
r-i
H�
m
D
LU
LU
0
U
0
I-
L )
LU
LU
U)
w
0
222207
SCALE
1
T. .6 -6L i
0 6 1
STt:IART, AY OR SI�AC�K
DB.S 6-521
D.B 415 7 4. ! PI1AT
\ \�/\
III \I\\V
\ \ \ -NO5'f0'43'V 155.67" /!
N9r1043°W/7.0
\\ \ \\ \ \ \\\\ \�\ \ - - -_- - -1405tfl'43='W_23.27'
\\XVA�_Z:- v
��,
NO2'36'21"\--
\\40.00' / ,Ism
\ I I \\ -
-924
N�4154'!l
5.3 \ v ✓// �s��
FENCE TO 6`t, \
REMOVED (T
N 3'44'08 IF \ _
1 34'
341, v
,69 � v / \ v / 30� 0
A V ��7 y/ �2� 0� v v
SMLOT 7
ERMAN ThUSl�
�B.4733-4-:$
4733-20 & 21 LAT b��o ( / )_ / / EX -WELL \ \
D. B. 6 444 /
6.3539-234 P T
EX. WELL \\
t o
/� I T M.69-19E
1 I REVISED LOT 4 \
4.R ACRES
0j,5 /, v
/61 6 p�' �5 '�W/ A A v\ �v �-SEPTIC
LOT 7 4 IF 1 A v v v DRAIN€IELD-
�// AREA
CA,RLA O,NLEY/
�
B.8 8 / ���sss6/r� � 4.01� v, 262�0
\
\238- - - -
// 24�.2---
/
�------ - -- - - - - -
YA RE ISED"LOT-3' - -
IF/ �I
N� 0 \ \ (45�AER�S/-
\
/ Vgqii /
/ Iy�ONUIV`IENT
\ / \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \\ / \ \ \ TH op
vvv V A / v / v /vv v vAv\vv v v vvv _� v
S70°00'00"�\
I
_ \ GIBBON, EVER-ET�T - JR
25.00FIELDS
\\ p SCOTT R. LIN�S
��Z
911.07 ACRES oLic. N. 0357
/22
\ \ \ ION
01F\ \ - -� - j s / / /�_ _ \ \ \ \ \\ \ \ \ \
e
S70
PS�v
112.96,
9) SF T.M.69-5S16T.M.69-19\ v /
R
vvvA
\ \ \
\
m
%//,� 6ENIEVISED T\SIPsC�T GkTQN CREEK LL EoA0 vwyvp2.80ACRES o
Z- u6"ES
346
V \ \ Z
— A v ��v II ---
SEPTIC / \-- i v �°` � _ = wv \� V - - - �� \A V 1 1 \ - u
/ v DRAINF EI[D\\
oAREA_ �/ / \V A vv \ A Av � v A \\V - / \ A \/ I'/, v _/6'e-I --\ � �" � �Av��v �QV�A\\v � v�vV�v\ �r'�•� J A /� ((� �-1 - / �\ \\ \ \\ I�\ I VI V AA 11VAI � I\ IIA \ - -- �- �w
\ ALBEMAR E COUN: a
CRITICAL LOPES > \
- - - - - - - - \� 0 v�
m
�) �-�, v\� ��V �a \�� v / _�- I A v\vwv �___ �••� w F- o
— - - - - - ---_ 00- I �v���vrvv A� I I I l A A Avv Av-_ v, V! 0 o a
EX. WELL -- ---FL09Q2LAIN �/ �I 1\��\1 \ \� \ \\ / \ I I \ \ \ -
920 — ---- / / /I I / I( \\\l / / \ 11 \ \\\ \ \ \\ > ; m CL
�/� v V A VAv � o
\\ \ \ \ - ---------- - ---- - // \�� 11I ��\ \ �\ \ \ o
r -
T.M.69-19H - - - - - - ARPROXIJAAT 4 / \\ \ \ \\� \ \ \ \ \ \ce
REVISED LOT 7 -- I T O ST EA �A \ - VAA� VA vv vv v v� v .� w
_ 4 \ _ \ \ \\ \ z =
vv A V A vv A \ 11.03+/-ACRES-------�-" �// vvv ASV V V� \VA\ v wAw� v F
A� 0
��wv v v\----- v A / OVE /
\ \ \ \ \ \ 1 m ( _ /
Ex.wEyL— 0
GSTRUCTUR LIN \ V \ ry A � \ I / AV� /
BERE(T / Av �\ V��r �v A��FI��\\A / / / i �V� Il� 1 I I I I Lu
vvvvvv�vAV�vv A \wv00 o / / / \ A vV A� V A / M0NrMl
F-97L)\ \VA�AA�\ vAvA
V A A V A FENCE TBO
V A V A A A bP \ V AA \ �� V v ��\ v v REM'OVEDjTYP.)
J. A rV N
vxzJ ��\w rqT.fV1,6�19\ \\ \\ \ \ \\\ \ \ \ \ / / / li/ /R4.6v3DLOTRES V \ \� v �•v vv v v / J, 111 /o /
4. 3 ACRES
\ 6 F V� vA\ vv�� ��Avvv v vv�v�AA�vv \�
1 V -' \ VA v �v VAA vA v v vvv
\ANA�A vA v VAv A \ vA v / / -,/' / / / / //// / / / of ��• AA V
\ $EP I
\ \ DRAIN IE \ \ \ \ \ \ \ T. 9 ]9J
V -- �vA�\\\V \ \ AISA v v �• vAPREA \\ VA \ \ 1 / // //\/I , V �\A \v\ VvA\\ \v\ vvv\vv \ �
-'REVISED LOT 8S19'S4'02"E
89.15' 8.9�% ECo0,pEh.WELL 90 o
VEX+NG DRIESWAY
v
� \
M
\ M
EXwC� \��
TO BE REMOVED
9 q p r v A A 0')
o N
s
\\ \\ \ \ \ / I l \ \\\ •.`� \\ \ \ 89 \ r -- °, r �� \ Q s \ \G A ES 0 FiC �
9A1 o 88 ES
CN
i
v S V O
\l 0-)EX.WELL-
(1WELL\�sa�0\ o ~N
\\\N
RIT� AL SLOPES
VA\\C&ov \���v \ vA v v-/ / I IIII I I I I II . \ v vvy\� i
\-'
90A\ vA \ CvA V\ AA $ \151INGSTRUCTURES s�Tes� Iioo'WPO STREAM ` oA\ \TO RMOVED-(TYP.) BUFFERceiricaL 6�
�
/
\ /
7\ p
N6�'S
<-,420 -� / A\ oo �V o
Q1">.73 / V o / g 30
7 33.9959 \
E�C.�� L\ \ VA �\
=93g__�o�;/,-_ A V A\ V A VAA V I v A f A V Ate, Is/�-�\ v �A A� Tj 11� /� / Is \
N� / // / -eon \ I \ \ \ I \ �� 1 / I TOLE \
��� / /// //---/ � 1 I V� \\\\VA�VVA\�1 \V1��'. IAF\ \ � ^ I / v v 1 I � OVERHEAD / t�
(UTILITY I / O
/
LINES f
,�
__ _ � v v v� ,v•.•
o \ - \ T M.69 19B \ I I I I \ \EKWELL\ \ \ \ /
RE ISED LOT I \ 1 I v A \ VA
_ 1
�CeincAL \ �R 3.64AES \ \ \ V A� \ VAAvvv
/ FOUNDV A v \v SEPTIC, I
RAINFIELD ARE/A O/(�//� REEK \L \���✓ /// E\� \\T
"No '34 "W 56 ACRES c EX. WELL
�5A4, PG�63 SEPTIC REVISED �24y1/iE / DRAINFIELD 8s_T.M.69 50B
DLOT 2 8.73ACRES
AREA 7 V7J0EACRE$ " \A
A\
\A/
\ l
\ \
\\ 882 v _
VDH v -_/
/ /
I\VIONUME T % / / / ---- J
vFOUND i �I — - / / / / / �� v p0 v
/ / i _ / vA _ - - ( \ �� A \ V /
- - / / I // / d / �A A V LEA
-0-6- --- / (S -- / \\ \\-- si
----� / v, I I / I 8g0` ,// / / / / /. I A / / 6� bl•,A \ V A V A �
T P
/ v _ v
I v- -v _-_/ //�/ / co I V A V A A / /1 \
�4221"lV; \ - \\-,\-- '/ / /j// / / \ \co
7517�
\
45.` �---/a,21 44.2
N68�T21-- 09
1 /
--- - -- _ _
69-19A9 N[DNt�MfNT STgT -� _- \ 4
---- _
M --
_ ��
_JILST,JOSEPH - - - -J_ OUND9 ORITZ E ROUT -- -�_ ; \ — _ - - - - - - — — = - - - - _ VDH -
- --- —_ — _ ----- --- \��y�� eRs� 1
SASE ST�
21AC&ES _— _ �� --- �� ! 0.\ \\ - -- - — — --- _--_: MONUMENT - \- \
/ / —------- - —� Hyy P - 7 �/JN ` \ - - _ ' _ 43'0 7"W
FOUND—VDH
rr3SF / / \ ONLI -
\ ab ///
I I I
/ j 1l • �1\ �\ 1 I
\ \
PE
FREEP(lj I', K b A\ \\
=0U DENT 4�jj���g
\,\ \ \ \ \ \
Ifco
D
222207
y SCALE
1 n=80r
2
LOT AREA TABULATION
LOTNUMBER
LOTAREA(SF)
BUILDABLE AREA (SF)
9
117,503
58,947
10
96,544
67,117
11
119,551
86,986
12
104,558
70,969
13
195,729
125,764
14
169,680
106,236
15
IK292
70,343
16
97,855
66,541
17
269,655
176,431
18
89,187
43,539
19
150,020
94,333
20
150,772
94,910
21
134,985
84,677
22
108,455
74,059
23
82,764
44,231
T.M.69-6M
REVISED LOT 7
E.C.ACKERMAN TRUST
D.B.4733-23
T.M.69-61L \ T.M.69-6C \ �\
LOT 6 GIBSON, EVERETT E JR \ \ \ \
STUART TAYLOR SMACK \ FIELDS \ \
D.B.5246-521 - - _ - 1.07 ACRES
D.B.3415-704,707 PLAT
i
.°
/ w
•ems... \ \
ioo YR FEMA \ * MCCLANAHAN DENISE
PROPOSED VDOT \ e LL \ FIELDS
FLOODPLAIN—J/ e \ 2.80 ACRES
RIGHT-OF-WAY DEDICATION ??° \ LL \
0,
\ / T.M.6919G \ o '� \
REVISED LOT 6 r \
\ / STOCKTON CREEK LLC
/ 2.63 ACRES \ ° e-s �� o * µ LL \• \
/ D.B.5504 PG.614
Q' \ LOT 13 o LLh
4.49 ACRES"
LOT 12
LOT 9 /�Q 2.40 ACRES o Y 180,
\
2.70 ACRES
me \ e
h� � e
00
o / \ .3• \ \
LOT 10 \ 84.92'
2.22 ACRES I \ > ti
/ W _ i
/ SIGHT DISTAiVCE= 610'o-
VERIFIED IN THE FIELD
LOT 14 \,.
s
\ck o / \ 3.90 ACRES 35
ioo' WPO STREAM .LL\5 T.M.69-51H
BUFFER \� \ GATEKERRMEDS P OR
0T 11 \ \ °h \ \ \ °o
2.74ACRES 2.148 ACRES
x� \ o tiv
F "
sr00,
0s
D.6.4733-20 & 21 PLAT 1 ,o -00 CkTO
D.B.4456-444 / u+oo �' / 2sMA NC
D.B.3530-234 PLAT N RFF
333 4 FFo k� 02 Q \
NF LOT 15 /� 2�6\
'NO PARKING' SIGNS SHALL BE PLACED / 4a 4/GV 8 °�4 2.39 ACRES �e / o
/ / m 4' N PARKING' SIGNS SHALL BE PLACED a• nl-p � O „Q
EVERY 25o' ALONG ROADWAYS EVERY 25o' ALONG ROADWAYS \' \ mP ` / LL
\ \ �`
LOT 23
—__—_ o°' �mQ 1.90ACRES \ \ o. s
h ) n \ °x / F' 'y �A
ok
428o' IGHT TA a as �j• \ / O
L/oy �c�_OiV LOT 16 \ o
i .� Sq�(�� OA S'� 2.25 ACRES \ / °o \tip
T.M.69-6G zrF ��, G F
LOT 1 // _ �4 / m R NT Fl i4 14 °O NjT� �C"�O / ° \ LL
FRANK DONLEY & °S LLLL e LL
CARLA DONLEY �s
D.B.3380-82,
85 & 86 PLAT o /
LOT 22
Cr•.
2.49 ACRES60
I I s0s6 �
/ O
O
13a.8a1 e LL
LOT 3A 61ss, / %y°� / I 60.�5 / fro 0
2.07 ACRES � � / ryy / I "- I � LOT 17 / °
4� 14x°0 6.19 ACRES Ol
14 69
LOT 21
3 10 ACRES
T.M.69-19D
REVISED LOT 3
STOCKTON CREEK LLC
4.56 ACRES
D.B.5504, PG.614
LOT 36
2.49 ACRES
T.M.69-19A7
JUST, JOSEPH SCOTT &
CASEY R JUST
21 ACRES
LOT 20 o
\
k
3.46ACRES � � s0'*' v � <
I I \ \ LOT 18 \
'f O PARKING' SIGNS SHALL BE PLACED \ \ 2.05 ACRES
/ I I EVERY 25o' ALONG ROADWAYS r�
L LOT 19 v
---3�4 ACRES
.2S6.2y 75'SET CK(TYP
T. M.69-50
FREEMAN, ARTHUR H OR
JOANN F
47.729 ACRES
GRAPHIC SCALE
( IN FEET )
1 inch - 80 ft.
A�
T.M.69-51
GRAVES HOME LLC
26.988 ACRES
Lic. No. 035791,E
12/29/22 w�
��SIONAL E�Gl�
zO
:D
U
O
U
w
O
J
0
¢'
Zz
d
00 ~
w
m
..
Ul
a
¢
v)
O
Lu
0
z
p
z
O
¢
F 'I
O
Ln
>
>
Ln
Z
g
WLn
m
a
¢
J
ce
¢
o<
w
z
=
0
m
0
Ln
H
n
ll1
M
01
6
ti
C�
Cn
N
z
W CN Q
N �
W N o
> p
7 Lu Z
J Q
w 0 ~
U) C:)
I—�
O > Q
z --Jj
Q J
2 CD Q
LLIU ::D OC
Y u) LU
>
LLJ O
Lu
Lu
ul 07 cl�
U
z LuLLJ
z
0
U)
J U
LuF.-
0
J ln�Q U'
O
0 O
N
�
F
w
o
�
w
x
a
�
JOB NO.
222207
SCALE
1 "-80'
SHEET NO.
3
T.M.69-6M Tx o
T.M.6 1 REVISED LOT 7 RESIDENTIAL LOT 1 I GRID NORTH � VA-S SPC
FRANK DONLEY & E.C.ACKERMAN TRUST DRIVEWAY
GRAPHIC SCALE
CARLA DONLEY \ D.B.4733-23 I-N - _ _ - _ _ _ _ _ 0SCOTT R. LINSZ
D.B.3380-82, GOODLOE I _ 50 I 25 50 00 200
85 & 86 PLAT \ D. B.4733-20 & 21 PLAT STATE ROUTE 803 _ — _ _ — — — — — — — — U Lic. No. 035791 a
\ 148o• TO ROUTE Q6' \ \ \ A.j>� 12/29�22,�4'
D.B.4456-444 9oo'TOROUTE —
\ 30 PRESCRIPTIVE EASEMENT _ _ _ _ _ _ _ _ _ _ _ _ � ( IN FEET
D.B.3530-234 PLAT 151� '�° ---- E ) ss`oNA� E��v
GOODLOE LANE _ _ - - _--- ----- _-
1 inch = 50 ft. z
VDOTSTD.WP-z __ HT�ISTA0wwwwo �E------------------ \ \ z
\ __ v
MILL/OVERLAY _ _ —61
__ — — ——
-- o - --- _--- — 4$B-0-2 0
-- ------
--`--
PROPOSED 610' SIGHT z o
DISTANCE. SEE SHEET FORLn
HT DISTANCE_ — — _ — — -___� s° Elp SIP o FULL ALIGNMENT. SIGHT \\ z w o
10 - _ - - - 202.79 PSTD. DISTANCE HAS BEEN VERIFIED T. M.69-6L O w g °
T 4 RDOl-1 STOP / IN THE FIELD 75' SETBACK (TYP.) LOT 6 o
VAR. WIDTH SIGN / Z S
I I PROPOSED6io'SIGHT SIGHT STREET \ -- STUART TAYLOR SMACK z
DISTANCE. SEE SHEET 3 FOR DISTANCE SIGN o / 0 � o
/ ) FULL ALIGNMENT. SIGHT EASEMENT FIP`EI° ---- \ \ D.6.5246-521 w F 0 p a
DISTANCE AS EEN VERIFIED °
SETBACK (TYP.) _\ "No PARKING - \ D. B.3415-704,707 PLAT Vi < S z
I THE F LD 75 SIGNS TYPFIRE O o A Z m
-- Q 'n
o
O \ \ a m � o �
a Un o 0
o, / LOT 9 °
2.98 ACRES I N 1�1 w of o z m
LOT 23 SPESIGNLIMIT \ / _ — — —00
Vl z o ¢ g g
2.02 ACRES i 60 Zo
PROPOSED `',r I �" W w m g o a o
'DRAINFIELD �� 6 I o
0
PROPOSED ASPHALT q°o �. PROPOSED 0 i w 2
ROADWAY SEE ¢ = _
DRAINFIELD I �
O N DETAIL SHEET _ W o 1
w
--- - I REVSEDLOT 6 o 0
LOT 3A I� �' - - ul
— — ---- ---- -- STOCKTON CREEK LLC \ \ \ z
2.07 ACRES
— — — J -- - — I 2.63 ACRES I \ \ o w >
I ' Lu
4°4 57' D.B.5504 PG.614 \ W
I `
6' SHOULDER, o
(TYP.) -- — — — — \
to
/--v �I I 0T.M.69-19D
REVISED LOT 3 -
-
STOCKTON CREEK LLC rq
/
NNn N NN NNN1 0
4.56 ACRES 337-03 o E oti
D.B.5504, PG.614 Lor10 \T.M.69-6C
-a 0 � E E
�oo
O z0' WIDE 2.20 ACRES
--- PROPOSED o E E I SON EVERETT E JR
v m ° DRIVEWAY I �/f7 E E E \ v B FIELDS
- --
SETBA + (TYP.) \
SIDE CK (TYP.) \ DRAINFIELD I � o - w 254.53 �i E E E \ E `
\ 25 -0 o z o I 2 A \\ 1.07 ACRES
mO O_ (l E/PIE/P\ E E \
r
_ \ I �--- -- E E E E E\
rn
A r // 35 REAR YARD SETBACK (TYP. E E E E E \
\ I 0 )� ch
/ I c- Z 4 D PROPOSED a
/ I F E E \E E E .\ \ O� N
r" DRAINFIELD E F F E E vE vv CV
S I ®
o \
Q o
00
LOT 12 J
6'SHOULDER,I ' I E E E E E. E E E �E E \V /
(TYP.) / 2.41 ACRES
I � � � E
/ LOT 22 i
2.49 ACRESLu
\ ,, �`r.•ZEt / I\ 1 I E E E E E E E\ � E E dF`'1\ E / � J L'L -o
.222.2.2
- J w
/ 1 E 4 E o
R PROPOSED � 00 E� . E
---- --- — — — — — — — — s' I IW DRAINFIEL[� I F E a E E LLu 0 Q o
E < < E E E E �� E E E / F—
F1 J 1
296.98 "NO PARKING - cn I E E F F E E EI E E O �\I
aoa\
\
E E FIRE >) m O5LOT 13 O
- - SIGNS TYP.)
PROPOSED --- --- D .05 ACRES E
DRAINFIELD 25'SIDESB(l Q
ETACK(TY.
VAR. WIDTH PROPOSED
U
SIGHT DRAINFIELD
CJJ
�a-
E E E F E F E E I E E W
\ / -n DISTANCE V
/ I EASEMENT / 1p 0I ' W
a LOT 11 I N m o E E F E _ <- E V..I 0
\ � / 2.73 ACRES I zo' WIDE I E F E E E E E
Lu
O. DRIVEWAY E E E E E <- E E I LL
0
�V v �D < < < �E < z
LOT 21 zo' WIDE �' \ n 1
s - D y� \ awPoa )� 0 < < F E o EI E F W
\ 3.10 ACRES DRIVEWAY
T \ \ O/ �\ 1% E E E E E I E W Z z
/i I � O w
-- m •y r I -
° — o
� z
E/ <- <- E I I I O U
PROPOSED w
o, 2 "NO PARKING -
FIRE LANE) < \ DRAINFIELD \ E E of E _ I � J W Q
--- 5VDOT SIGNS (TYP.) --� F E E E I E < I O 1--
--STD. g
d
- GR-z --- J - E U)
_ = f - GUARDRAIL 0 ' F ONT SETBACK_
E E E E E E i� fTl
STOP
0 —I
— —�93'mv69
te"NO PARKING
G in
0 0a w
-rx ° FIRE LANE) 7.ICO
VDOSIGNS (TYP.) O
z3+oo N
ET 20 GUARDRAIL 21+00 6';LOo zo+oo I
ESSTREET 20'SIHTTANCE op CT3.47 ACRf�
SIGN mO
Q
200.81 fTDPROPOSED sroPSIGN 168.13' v, o� Eo
DRAINFIELDOf
DOTSTD. Ri-i CK 19i.61E E IDrTl
\2 NT SETo
MATCH
I I I
D
JOB NO.
PROPOSED <
o
DRAINFIELD DRAINFIELD 2222070SCALE(TYP.) rr6'SHOULDER, MATCHI1-14 - SEE SHEET 5 z 1_50'°
vDOT f I Im MCCLA °
E E E E E SHEET NO.
m
O'sL6 STD. GR-z I E E E -� E E 4
O
r,
=9%
176.241 �9 1'
-\� �• °O �� a3 5 c�. FIRE LANE)
-
VDO A a SIGNS (TYP.) E / E E < E E
--_ 3 STD. GR-z m z +oo
---- - -- 3
---
Z00� +0LOT 20 GUARD IL °' 8
T �m
oo HT DIo— �--—s°P
EE EE EEEI F= EEE E EEEEI EEE E EEEII •� E EEE I I I I I
m—
(Jl
-- 3.47 ACRES STREE280SI
SIGN tt a O
O.0
i 200.81 C F71
PROPOSED 1680 �STOPSIGN .oIDRAINFIELD
13'
\ / a VDOT C) STD. R1-1 2 ' FR NT SETBACK E 9 .61' w — I \ I \ / / \ \ \ E E 1E E E E ' E I�
j Rw - PROPOSED I I fT
z• I
/ PROPOSED I \ DRAINFIELD
EiP. �I I DRAINFIELD
FiP / 6' SHOULDER,
1":1' (TYP.) I I\ I I I \ EV E E I E
\ / MATCHLINE - SEE SHEET 4 E = E E tnE E E ' T.I
vDor I I I I F �m E E IE MCCLA
\ j j ,L6 j/ STD. GR-z / I I I I 0 E /E E< E 03 E E E E i E
GUARDRAIL
2.
'03\\ j �. (p0 0' w I I I E E. E E E IE 1-1
j E/P C.uN aoomanx L
�Cl eiP C.l ROPOSE� Lm
,� z Z o Co /DRAINFIELD
� I o E F EI-- E E IE
i6' SHOULDER, n ( I I I I + E E E E E E E
�\ j 111:1' (TYP.) I \ I 00 I N
LOT 16 I w m I o E E E E E E
\ jLrl
\ I~ I.ID
° I I E E E E E
I7C E E E E. E.I E E E E E IE E
/ O "NO PARKING -
\ / zo' WIDE v —{ FIRE LANE) I I E E E E E I E
DRIVEWAY O SIGNS (TYP.) °°"NO3a I LOT 14
-0j (TYP.)
0 S I r e 3.95 ACRES F E E I E E e
I 0
N
V Q
T.M.69-50C1
FLEISHER, MITCHELL A &
LAURA L FLEISHER
55.514 ACRES
m
�n
3 m
—1 r— m E E E E E E/
pA "NO PARKING- LOT15 I jE E E/ EQ
/ s LI)m Il FIRE LANE) 2.40 ACRES
(\ Gl O SIGNS (TYP.) I E E E E E E
� o 01 I 100' WPO STREAM o E F E E E
BUFFER OE E � E E E � <
N I I o O E E� E E E ,.•�
COOF
A
A
cP
Os
LOT 19
T
v p� `0 3.43 ACRES A --_ I I I E/ E E E
LL \ \ pro, %4 - 35' REAR Y` I 16 E \ F E
57.6 E E E E
\ VAR WIDTH WIDTH PRI,V/ATE / � y\\ � 1 4 ARD SETBACK (7YP.) — —� L _ _ � 7E E E � � E
STORMWA ER
\ \ MANAGEMENT / / 255.131 o� E E E
\ FACILITYSEMENT PROPOSED — — —
DRAINFIELD i— _ 880.y2 0 /E E E E
_ O E E E
Ens,
PROPOSED j —__--- O
/ DRAINFIELD 70 <- E <-
i
PROPOSED I I /0 E E <-
DRAINFIELD 0 0
Ij
LOT18
\ _ 2.05 ACRES I /:
VAR. WIDTH \\ J W I LOT 17
STORMWATER 6.19 ACRES
MANAGEMENT I A C) E
ACCESS EASEMENT \ \ I N 0/<-
E E
E E E pzE
\ I I O E E OBE
T. M.69-51 H
\ I 0<- ESE E E E <- E GATES, JAMES P OR
C> E /E E Eoz K E R RY D
2.148 ACRES
E
_HO MHO \ I ®
HO J
GHQ I O< H E E gL
HQ �H❑ O
®E
Aq
Hp E E E E /E CO CD �O
�S
/�(z O�
�Ho E E E GRID NORTH VA-S SPC
E E F/ < E Eoz �c
® E E H� E H �� Q)
436.0
O E E E E E E
E/< E z T.M.69-51
GRAVES HOME LLC
26.988 ACRES
T.M.69-50 3�2�`380 �R/�ilj - GRAPHIC SCALE
FREEMAN, ARTHUR H OR 2
J OAN N F 2�3> 50 o ZS 50 Zoo
47.729 ACRES
(IN FEET )
1 inch = 50 ft.
�COTT /R. CT'LLINS'Z
Lic. No. 035791,E
12/29/22 114
z
=) t
O
U)
w I
v/
J �
z
a -
Z
_o
F
a
2
w ,
co
O
a i
H
U
C
w
o
z C
z
z
0
0
� c
`�
>Ca
Ca �
W
Lr);
a�
F-t
N
N
N
N
N
N
N
N
w
H
n
]
M
C4
\
W
N
N
CD
ti
co
�cyi
0)
co
co
z
W Q
N
N Q
> O
z Lu
J �
J
z z
LD O
H�
= -j
< g� U �
Y u')
LLI
Lu
Lu
ul U) LL
U
wLu
z
O
U
J � U
0
J Of Q �'
0 0
N
G
w
lLn
JOB NO.
222207
SCALE
1 "=50'
SHEET NO.
5
VDH
MONUMENT
FOUND
VDH
MONUMENT
FOUND
T. M.69-6 M
REVISED LOT 7
E.C.ACKERMAN TRUST
D. B.4733-23
D.B.4733-20 & 21 PLAT
D.B.4456-444
D.B.3530-234 PLAT
T. M.69-6G
LOT 1
FRANK DONLEY &
CARLA DONLEY
D.B.3380-82,
85 & 86 PLAT
,
/
,
/
i
T.M.69-6L
LOT 6 \ T.M.69-6C
STUART TAYLOR SMACK \ GIBSON, EVERETT E JR
FIELDS
D.B.5246-521_ \ 1.07 ACRES
D.B.3415-704,707 PLAT ,--' - --- ----
\ ---- ------ � -----
- ------ __--------- - ------ -
LL
Q
r
is
---- (3
T.M.69-19G \\ ---- opR ST,Q T.M.69 51B
REVISED LOT 6 \ \ 7 CRITICAL
MCCLANAHAN, DENISE
STOCKTON CREEK LLC \ SLOPES \ \ TU TjV 0 FIELDS
/ 2.63 ACRES \ \ ti\ \••.\ \ RNp/ F Fq F 2.80 ACRES
/ D.B.5504, PG.614
e \
IS 'ioo YEAR FEEMAr \
\ ; FLOODPLAIN
\LOT 13 I
z
/ \ LOT12 \\ \
\ k-- -9zz\
\ 2.41ACRES \
/ LOT 9 \
2.98 ACRES \ \ \ - - / \- / \ 10
920 / \ - _ ' - � \ APPR6�CjM11
ATE \
9=6-�''It CATION $T2EAM \
/ dVE AD
AD-\�910 � \\ \ 1O\ 9=°� 9y0-%� / / / U-1ILIIT\
2a ��E5 \\ \\ LIN2VAVA�v �
_ -
VA V H
-0�
' FOND9MONUMENT�
✓�---Lro—f ,� /��\ �/ A��AAVA ��VA �A� \\V���VAVV AA\ \� A�\� / / I I, o /, /� \•
/ v A V v v vv v vvv I � vv v vA v v v --� A ? // �i \' / T.M.69-51H
V A\ V A AA V A V A V A , A\ /a
930 \ ° \ \ \ \ �\ \ 9°\ \ \ /\ / / m I/ / \ - / \C�ATFS, JAMES P OR
\\ �`•\ \
KLRRYD
/
�I \
v 3 R€S /
\ v V vV / i x l llll \.
v v / y I Q
�^� �<v \ k V v \ AA \� �� \�A v v�� VAv��\ v vvv i 7 906'� / l I , l/ /� /���/ /I I //� lull �ll�ll l / zIQ
v� v ��//� v
1,4
°
O \ v
Sp 9
4 c \ \
�... / / ( ��9a 1) - z�s � 6 • s^''PNo�e</ RFFk I � //� l �� v�° V:vA� v � �'. � � I / � oA� v � �
/ 4w r_ Fsi R < \ \ v ` / v ,� v - v ( LOT 15 3.00 FOOT WPO o % �• 9 �i v A �`M.69-51
\ c M ANF�` \\\ �\ • \ - - \/ / \ J /III
LOT 2 v / v vv o v I A \ \ V A \ �l �'� v v / 2.40 ACRES / I XI STREAM BUFFER / o Ate\ O V \G AV
HOME LL
i � / s � A A\ Vov, 0 /oo��� \v / I I III/II I�I�I / o \• V2 !F�'9 A �6.�88ACRES
_ / M 2.Q2 ACRES v \g : A A\ / o \ o s o v 2
NEW VARIABLE WIDTH /I \ / A \ \ o° ' V \� �t� VA V` ��ea e � '"°'` � — — i � v � v I I I I I� I I � III / o V" / � V �S�
PUBLIC DRAINAGE ESMT / \ / \ \ a °o / \ -
\ as � ` � \ \ I / / 0 4 P / \ \ J .A'lq
\ \\ , � ,' I\ _ �
vf� /�- �f �1 o \
x\a o v \1 \
LOT 16 v
2.25 AC-RS \ \ \ / / \ ��
lZ
\ V A V / /— _ — / / / / / / — — / F \ \ °oa• \/ \ \ 5� \ \ V — / / . \ \ / / — � I / / / "v. A e ill \
v / /
LOIT 22 NEW 0PUBLC \\ 0
`940PROPOSED O\ /
X0 \� /
° \
-_ -'-�- -- _- _-----l�-- ___-`---;- VD// OT R
/I/GHT-OF-/W1AYS/ \ \ \I\III \�Vv\O � - "v v / 4xA A v\/ / /r 1V1�VvI\ II \ 1 ,, 1 ,, �/ I f ✓1 /.
l
10 o
°� -OF-WAY
ROPOSED o'VDOT RIGHT
B4o
- - - - 'POLE
-is
- - - - - - O/ERHEADr
—931 \\\I\ I \ 'UTILITY
LOT --- -- - A:\\ \ �� LOT LINES
o'2.07ACRES - g36.19ACRES 00
PROBER— I----------/'/�� I V V w \\V �A\I\ �'
—
�----- / ,/i i ^L9� � /--/ / \ \ \ \\ 11 \ \ \\ I \�I I 1 `i \'• \ - � \ \ 1 � \ \ / I 1 � / j // /
LOT 20
.900
36"RCP CULVERT
SEE DESIGN SHEET iz ca1TICAL \\ - \ 1 I \ \\� \ \, \\ /// / // {
I 4LOhEs
T,M.69-19 \ \ - - p0
REVISED LOT 3 / / �T v - 4 / / / / I v - I I I /
STOCKTON CREEK LAG � / - - �I -- _ _ � / / / / / - / J /
/ /� __ ,- F /// ,/, T, ��� / / �` VA 1\\ 1 J 8� V �� �NU ENT /
D.B.55A4,4.56 EG ACRES.14 r �/ //// �� -- / / l ' II A�'v� V A A v\ \ V -- >P LE \ \VA \ , f/ / ,'FOUN4 /
// \\ A v Vv
v / I \ U A LOT 18 1 / /
/ \\ LOT36 // i /� \\\\ 05
a0'// EWzo'PUBLICDRAINA DRAINAGE 2.��RE$
/ v--- 2.49 ACRES
�
_�� ��vvv/ / ;%iX/ / I /// I I I 3.��ACRES
/ / 7 _ _
VDH
MONUMENT
FOUND
/
/
,
/
,
/
,
CRITICAL SLOPES
\ v/,xV / Epi CRITICAL \ \ V \
IS <__, v / A V / A A V �/ v i L \ V
l 5 / 866 E� \ \ \ \ \\ /SLOPES
\\ 11 I I
/
-- //ag
NEW z PUBL C DRAINAG ESMT 1
V A o_
� - / / I a6z / � \ �
m S6o
F / / _ — _ d° —
v �——' i 01° / / / U s66 as4—��� A A — % �� JDH FREE I��IVI�
° -_B�\
/
T J\�AF\MENoFOUND IS §
6°
T.M.69-19A7 VDH-\V
MONUMENT -
JUST,
A \III JosEPH sr - _ - Foumn — cI�TZERsROUTE 151 ------ SLOL _ _ _ _ _ _ VDH GRAPHIC SCALE
CASEYRJUST --- _ _ ,� ff/AR! B1 SM - - - - / `-RONUMEN�
21 ACRES_ _ - _ - �WIDT 00 - - - - 80 0 40 80 160 320
--- A — — -- -\ y - - - - -
3 I FOUND
- - - --- �` THRt;-2 �v �� L����_ _-_-
----- --- J�1Au -
\'----ON \ \ \ \ \ \ IN FEET )
v vvlv d -
--—i — \ VDH \ \ \ 1 inch = 80 ft.
F / // \ \ MONUMENT — — —\\\ \ \ 1FniIND
;COTT /R. CT*fLLINSZ
Lic. No. 035791,a
12/29/22 114
zC
� c
O
Y�
Q C
z
ZO
F
a
2
w
O
a i
u
^�
Ln
L
w
0
z C
Z
z
� e
N
O
in 5
CA
Ln
m
W
e
6
ce
GC
.Z. F
w
C
�A
ti
N
z
w a
CY) CL
N
L N o
> p
Lu
J �
z z
Q
Lu L9 U d
H1 V
o 17 j o
I
Y J
Lu �1 Q
W
ulU) ce >
_ U O
H
LuLu
z
O
U
J156 u
o
J Q U'
® CD
CD
N
b
W
JOB NO.
222207
SCALE
Y 0=80'
SHEET NO.
6
GOODLOE LIN
STATE ROUT -----------------------------------
IGRID NORTH VA-S SPC
-----------------------------------------------------------------
(30'PRESCRIPTNE E SEMENT) ----_____----
GOODLOE L E ______________ ___--
---------- --
------------------- - - ----
--------- ------ —
_— --
L 0
=_--
-�93z 93�936 — I ° / I /
/ I
/
m /
/ EXISTING `// \\\ \\ \\ \ — — — -------------- i 1\ `\
VEGETATION
\ 1
�� �V 11 1 +00 / (TYP.)
do
9381 I\ \\ �\ i\ \ I I 1 I21—
\ \
If 'If
/ / \ // /\ .\\ \\ \\ \ \l // LOT
/ / / /rl \ / o= '\ \ \ °f / J ( I 2.98 ACRES
7.�
GRASS
A7.8 Ei
3 I I V
skis 15' HDPE/ f\ \ \\
LOT3A I) I I/ yv I NEW VARIABLE WIDTH \ �. 938 / l — i--�— l/ —I— ------ I \ \
2.07 ACRESI I I PUBLIC DRAINAGE ESMT \ \ \ 3= /
\ \ / I \
3'2�
V A V I I I o / I / 7 If
If
—/--------- AV �,
�� i5 HDPL31
OT 23 \ / _ i— \ 34.7 C10 / / /
\ \\ \\ vvv \V A \ I 2.( 2ACRE5/I
MEE*= \ E
3z.o
/
29.5 LOT 10 I1
A $ / 20'gCRES� \
I A
If
C,
fI v 5\BvJvCTvv v v --Tfi----/ —
NI ROP TY,\TYP\ �' � \� \ ---/�—\—\�A — II
�tio 0, � Fvv
v
_ — — —
—
v
FE=938.17
— / /
\ \ \ vv \ V AV V A \ \ ro GAR=93750 / _ ' / I / �9s / r I I I \ \ \ 1 A I V A 111 A T1
L
\1 \ \ \ \ \ 8
\\ h < F F E F
c E F\ E v
V A X A J i
Ln
LOT
LO1 T 12
2.41 ACRES iooII YEAR F
EARF/EEMA
za I I l FLOODPLAIN
I< < F \ \ F FF F FF \FY\\FF
+.\\ A
F
k
S"HD E/�l I
_ <
v o —i ----�
_ \ -oC I$TNG / EGE AFIONPAAOsa v //LOTo Z2
Cm < < <2�9 A
1
\
\ F
v� F F
z�m__-- \«/v�—,F \F F x
v V / _ _ /// \ _
l 1 /
o�m l / / I /
�'< v <
// m
PROPOSED o v / / m o / — l — —\ / < v Vv (�H
\/ icevv I vS i / ///�/ m I II. I A� A l
/ / / f — / \ I
-VDOT RIGHT-OF-WAY— — v �\ v /
\ \ 1 \ — \ �— i— i / / l l 1 / r o /
\I I \�I,\ _ 1 L � l z __ � l II,I I l � � r �
_ f _ � / 1 1 11 I / vIv � I �
m _--� / l I l l l I I r f
\ 1 \ \\
A \ � � � / � �� II � I I / I I I I I � I I \ I A\ f _ � <
< < < F A F F
— I I 1 � I I \�I� IOT 13
�or/cLIAi I 5.5ACRES _ �1 1 III l
V \ V A -- = A V v // — / I I/ RI RA I \ I h I
P� /// v A < < < Z' < E •\ E E \/ E
— v — —o ��— �— / 1 01TWAP A///ice swA (rir.T' I III A % ' w A A / A LL E E e E F �\ E •\ F \�/\
\ \ \ \ \ \ --- _--- - -� \ / / K (p11 \
v v v v v v --- v v / sw^�> / / / �/ vv / v i F F FI IF I F�
\ \ \ \ \ ---- A A \ Nos LE / / / / / l l // / �I AG I s r \ 1
\ \ \ \ k \ \ Cai / / / I \ `'o c \ /
� \ �
/� � �� �\� I�I�� II � </�
/
,I
/
/
/
/
/
/
/
/
r\
/
/
/
/
/
/
/
/
y
--------- v \ V A ` \ _ �/ 014,�
\ _°z.9 4. I III II
v v A N LO/f1] I A <v < F'
/
\ \ \ v � 73/ACf2ES / I / / I � I \\ \ %E < <'—
vv\� v v \ v V I /o A / v\ <
\ v
LIOT/211 i I �1 V / j o/j r/,�I / / / l , I I /II VI / A _ i_i— �� /
/ / / I l / �� I / <� F� e F Fj \� l
v �
v ---- 3.0 ACRES / I I "°°I
V v I II I \ / v / III .• /I /STfjEA
A / V A I < FI_' E' I<
\\v �\ I F I
�, •, / / I I I_ v � I
v —A vv I 1 vv _—_—_�-7 / S-H P / \ �° / l 1 / I I I ---_/ v/ V A A\ �\ �� �II�I� I' \
�l<< <
IFF
IE I
I <-F�F1AI1
I
rl
< Ko �0 <
C13 7C)a3+o0 v19 0 HDPE
as+oo
OT-- 941,00 — ACRES
�
/ // 943 — 4 0s 11o� DRAINAGE ESM! C16 N
-
ID
\
\ v \ v
9"9061,
v
GRAPHIC SCALEme ��1
=p
ALLso o zs so mo zoo
ESTIN� / / �'/ ii+qo/\V v IA v v�I,
v / v / J v I
V A v A A VEGETATION /// �/ / / / /� / MAT LINE-S' ESHEET 90 — — I A v
�� \—�•� i /// / // / /i// / / Q _ �� �I� �I■-- / �\ V I \ �\
IN FEET
\ o, // / / / 1 inch = 50 ft.
SCOTT /R. CDLLINS'Z
:-a
Lie. No. 035791 �
12/29/22 A
/A
Y�
ZO
z
0
0
wLU
Q
w
a
F
�
[
OED
i
u
U
0
C
^,A
r
o
z
V/
z
0
<
u
JE40
U
L
>
�
W
Dp
U�
[
a�
U
z
t
r-,
r,
w
C
r
�J
ti
co
N
14
co
w N
O
O')
N
N
z W
J
J
. ^ W
0
Q
0
W
I � �
Z Lu
W
C0
Q
Q
I
O
I —I
Iv ,�
W
W
Lu
ce
z
0
U
0
U)
z
Q
f1
z
Q9
G
�
a
�
JOB NO.
222207
SCALE
1 "=50'
SHEET NO.
7
\/D ;8/9E/ 4 \��I// 8/V /a ��aIi..o m ��8./6m� � /// � s6 �`�7I I I ���V i0 \v/ 8NRag/I�P4 sRc-//A3P../ -� /� v `HJ\ ImV�8aC� vJ�w osA i-Z,9' � -Q �' � -\I \V i \AA _ F✓\\�s9= 93
6494aIAo I6"vv3tev $\a C9vvH411DA1v I99aA/z5.E/o zA i� v 5/ 1"\v v\\
�I I'i F��IEFFH I
l
�i
7C)
�5 t---7_ _—�\\3.4ACRES ��
aS��C�SOmmg Tmg
H
og�
FzdG t
IS�
�,Z
I l Lio. No. 035791NEW o PUBLIC F fTl
DRAINAGE ESM12/29/22C26 O�H
<
zVO7pL
�^�u�yCIO,,CIO,,'
--EXISTIN,G +o/
VEGETATION MACHLINNE-SEE\\H7
����L�.I■ so��')/ wi
Z
o Z w
U w �
IRP AP OUTLET \/i — - — — — — — — E O
c
PROTECTION (L=30,W=UP900-- o 874'CONTOUR, DEPTH=42"z as
E LU ozXINv r / E a Z
/ /Lf)wLOTIl - 8g6 /m 8� �- - j02.25ACRES� a Lr)) 0
ow¢ o�Z En
-44 oug)O L 3.�55ACRE a lJasO\ C F-
'
/
—
�EI
r—
�
/
I�
/
I—& .�.
.�. oz
- " m z
Vv EW25'PUBLICDRAINAGEESMEF Xe 0 O >LOT15
2.40ACRES >
Lu
FZ/
PROPOSED So'VDOT RIGHT-OF-WAY
VaO CL RAP OUTLET
Wi_6', EW 20'PUBLIC DRAINAGE ESM/T PROTECTION (L_16',
W2=i8', DEPTH=18") F
NDOT CL Al RIPRAP OUTLET
--
PROTECTION 1-o OE
TO RISER Wi-6' Wz=i / I DEPTH=18"E m N NLOT 19
NEW VARIABLE DTI 7/
PRIVATEST WAT
AN/ FACyLIT
V 86S\ \EA O')
0 866 "//� N
04
ioo FOOT WPO LLI °QLOT 18
VAVVA\ STREAM BUFFER/ > O
.
05 ACRES
NEW 12'SW' Mi LOT17
ACC/SSEASEMENT \vvv
.Vvvv O/
®
F/ W
/ ®dZUZUi -
F
Q\�_® J
O F
E W
OLu
Lu
Al
O �
E® W / WF
�F F_
ILL] o
O � OF � RIP dIRfH VA—S SID
O F F N
_
<< o Lu —
s,
GRAPHIC SCALE JOB NO.
50 o 25 50 100 200 222207
27
1 \ < 3� SCALE
/ I v 1 "=50'
IN \ \ \\ 1 inch FEET ) ft.
SHEET= 50NO. O
GENERAL CONSTRUCTION NOTES FOR PUBLIC STREETS
1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION VDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
(VDOT). REQUIREMENTS OF THE Q
PERMIT SHALL GOVERN.
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WALL 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.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST
COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CM PART 1926).,
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
5. 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.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
7. 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. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE.
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 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.
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE
DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY.
12. A MINIMUM CLEAR ZONE OF (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED
DEPENDING ON THE CATEGORY OF ROAD DESIGN.
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE
CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED.
14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION
SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE
LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE
STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE
POSTED 5MPH BELOW THE DESIGN SPEED.
15. ROAD PLAN APPROVAL 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.
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S
DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
17. VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS.
18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTION AND ARE TO BE ACCEPTED INTO
VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT
AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE
PIPE MANUFACTURER SHOULD SPEND A CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE
DURING THE INITIAL PIPE INSTALLATION.
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 CONDITIONS
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.
Albemarle County
Public Road Acceptance Procedure
The processing and inspection of public roads is administered by VDOT. The County is not involved in
this process until the road is ready for acceptance. When the road is ready for acceptance, provide the
following items to the County.
1. Inspection Request and fee
A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if
smaller phases or individual roads are recommended for acceptance.
2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and
right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not
always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road,
the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and
easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six
weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and
new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some
correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters
approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A
final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not
too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there
are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or
need replacement, partial releases may not be possible.
Even if a bond release is not requested, an inspection from the County is required for any County items,
such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not
maintain. This final inspection by the County must be performed before the road can be recommended to
the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases)
will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the
following items are required to be submitted for bond releases to be considered:
4. Signed and sealed letter from a professional engineer listing and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not
use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord".
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other
field verifications should be cited and included. Tolerances should be noted. The items not built according to plan
must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or
sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of
culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the
letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide
more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been
inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of
discovering discrepancies and deficiencies in the field.
5. Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -
built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in
acceptance correspondence or punchlists.
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
IC RIGHT-OF-WAY, INCLUDING CONNECAON TO ANY EXISTING ROAD, A PERMIT 1. PRIOR TO ANY CONSTRUC77ON 107HIN ANY EXIS77NG PUBL
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOTDRAW . THIS PLAN AS DRAMAY NOT ACCURA7ELY REFLECT
THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THEREQUIREMEN75 OF THE PERMIT SHALL GOVERN.
2. ALL MA7ERIALS AND CONS77?UC7701V METHODS SHALL CONFORM TO CURRENT SPECIFICA7701VS AND STANDARDS OF WOT UNLESS OTHERWISE
NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 7HE APPROVED EROSION CON7ROL PLAN AND SHALL
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS77?UC77ON.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5 THE MAXIMUM ALLOWABLE SLOPE IS 2.• 1 () J. HORIZONTAL: VER77CAL . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF -1 OR BETTER ARE
TO BE ACHIEVED.
6. PAVED RIP -RAP OR STABILIZA7ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE,
, IT
IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SICNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 77?AFFIC CONTROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVA7701V FOR UNDERGROUND PIPE INSTALLA7ION MUST COMPLY WITH OSHA STANDARDS FOR THE CONS77?UC77ON INDUS77?Y 29 CFR
PART 1926).
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.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1 ••
�11111111111111111111111111111
•
•i•• ••iI■•••i•••••iI •'••iI••••iI■'�~•i
%
110
•••;•\•••;•••••;•\•••:•\•••:•••••;•u..
1 11
••u�:!•a.•:!�•:�:1e•uW:III
!�.:�:!�•u�:57��
1 1 '1•
„
• � 1
-�1
•
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1
�11111111111111111111111111111
Me 111W gr
Vil
• 1
.1
2" ASPHALT
6" COMPACTED AGGREGATE L5 0 ��5 t5# 80 �# OK
BASE COURSE, VDOT #21A S
OR¶MAITE DEPENDING
EMITS \ ��0M, ,�N/, w\��\��
AND UNDERDRAINS D
COMPACTED
SUBGRADE
ASPHALT PAVING - DRIVEWAYS
NO SCALE
PROPOSED 1" SM-9.5
OVERLAY
EXISTING -
PAVEMENT
EX. STONE -
SUBBASE
ASPHALT PAVING - MILL/OVERLAY
NO SCALE
„
�P
ISM 1 tOT�1 4/g0T13 :
13ROST (OT �ACREs � ACRE
p 3. $11ACRE5 .......
4T
\ ..,..
gCRFs OV
CRI
'1 O 3.90 T 14 �6 ,
CR
I '
C
E
9,j,�, C� �P �
2AcgE
.49-",
q...for a . , .
Id94cRts , a: •
BR6. d�It4 r3 t^ `•� 1.1stor16 1 e....
GEs .B.SSp,ARG 61q TIC dto"
0 / g%s ^ :
,t o" s \, \ 1 • , .
A 90� i ao
O
3Ig,go G
ACRES/" 1 • .
A a..
a 6...
to 9ER19gr 1
sEVR�sCp �. 1 e•
6.194"'s NRNEgn I10..
0
for
aq4 TH9t
Z4sg5, Q
1B
CRFs
TRIP GENERATION
SCALE: 1" = 200'
TRIP GENERATION CALCULATIONS
ITE TRIP GENERATION:
TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE
TRIP GENERATION MANUAL, ioTH EDITION. CODE 220 WAS USED FOR THE
DEVELOPMENT
PROPOSED
15 SINGLE FAMILY DETACHED DWELLING UNITS
ADT RATE-
9.44 VPD PER DU = 142 ADT (71 ENTER/ 71 EXIT)
AM PEAK RATE -
0.74 VPD PER DU = 12 VPD (3 ENTER/ 9 EXIT)
PM PEAK RATE -
o.99 VPD PER DU = i5 VPD (io ENTER/ 5 EXIT)
Table 4: Pavement Design (VDOT Pavement Design Guide)
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Stockton Creek Lane
142
5
192
5
5
8.68
SM-9.5
12
12.25
BM-25
0
2.15
21A
8
0.6
930
Stockton CreekCout
29
5
79
5
5
5.59
SM-9.5
11.5
2.25
BM-25
0
2.15
21A
6
0.6
6.98
PROP. GROUND 2%
PROP.. GROUND DRAINAGE GRASS
SEE PLAN SHEETS
FOR LINING DESIGN
TYPICAL ROAD SECTIONS
N TS
NOTES:
i. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND
RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS.
2%
TRAVELWAY
- 2° SM-9.5 ASPHALT
TOPCOAT 2%
B. COMPACTED I" BINDER
AGGREGATE BASE INTERMEDIATE COURSE
COURSE TRAVELWAY
50' WIDE PUBUC ROAD R/W
STOCATON CREEK LANE - 50 ' WIDE PUBLIC ROAD
NOTE: FINAL ROAD PLAN MUST SHOW CONFORMANCE
WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(i)
AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS,
REGULATIONS OR OTHER REQUIREMENTS.
PROP. GROUND
��:mardmnai.
SEE PLAN SHEETS
FOR LINING DESIGN
25 MPH DESIGN SPEED, NO PARIIINC ALLOWED
CS- 4 RURAL LOCAL ROAD DESIGN
NOT TO SCALE
2% (1 1 SM-9.5
ASPHALT TOPCOAT 2%
_-6° COMPACTED I" BINDER
AGGREGATE BASE INTERMEDIATE COURSE
TRAVELWAY COURSE TRAVELWAY
50' WIDE PUBLIC ROAD R/W
S'TOCKTON CREEK COURT - 50' WIDE PUBLIC ROAD
25 MPH DESIGN SPEED, NO PARlIINC ALLOWED
CS- 4 RURAL LOCAL ROAD DESIGN
NOT TO SCALE
GRASS
y
J
DRAINAGE
DITCH
6.
BE PLAN SHEETS
FOR UNING DESIGN
SEE PLAN SHEETS
FOR LINING DESIGN
e:l
PROP. GROUND
GROUND
PROP. GROUND
GROUND
20' Min.
40' Min.
20' Min.
50' Max.
a UM(C9U)
6 SkBwtlk
0 0
\
0
Bqm afway
10' Max. 11, Min.
EEM of 9BvaI IBM
L Edge dTPngi,l Paw,Mnl
CG-12 Type A Req"d.
R� a`
For IIIII m, Ra&I Web Sae Table 2 Nb App MI<ms
FIGURE B(1)-27 CLUSTER BOX TURNOUT- SHOULDER AND DITCH
SCOTT�R. CDiLINSZ
Lic. No. 035791,E
p 11/15/22 tv��
,w
Vl
Z
0
F
a
0
U
w
2:
w
co
0
0
°�
O
C7
Z
O
U)�
¢
In
U)
z
p
H
o
z
m
g
W
W
eC
¢
J
Ice
z
=
I-
O
r
z
0
N N
LIJ N N
o
C37
M
O
N
C'7
W N
O
O
N
W N
LU
J
\J_
L.LJ
0
dtm Q
2
W
LU
ZLU
LU
W
O O
CD
N
u
z
Q
Q
LL
I
0
H1
m
LU
LU
U
0
1--
`
i
0
222207
SCALE
AS NOTED
0
Structure
Area
CW
t°
(Acres)
(Min.)
6
3.87
0.50
10.0
7
5.57
0.35
9.0
10
4.04
0.40
12.0
12
35.91
0.30
24.2
17
0.39
0.40
6.0
18
0.24
0.50
6.0
Driveway
Area
CW
tc
Culvert
(Acres)
(Min.)
C10
0.09
0.65
6.0
C11
2.20
0.40
12.0
C12
0.98
0.40
11.0
C13
0.12
0.30
6.0
C16
0.33
0.55
6.0
C19
0.17
0.60
6.0
C20
2.61
0.40
9.0
C21
2.30
0.40
9.0
C22
1.23
0.40
8.0
C23
1 0.04
1 0.55
1 6.0
NOTE- ALL HOUSES SHALL HAVE SPLASH BLOCKS AT THE OUTLETS OF
- J -
i
\ LOT 13- L
_`_ j- �9z6 ♦�
- - -
THEIR DOWNSPOUTS TO PREVENT EROSION SEDIMENTATION OR // / // - - - �\ \ \ \ \ _ - - _♦♦♦♦♦ LOT 12 - - - -92z - - - - - - - _� _ _ - - ■ /
FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET ii FOR // ! j \\ \ \ \ \ -
A DETAIL OF THE SPLASH BLOCK, OR EQUIVALENT. /! / / �' _ - - - \ \ \\ \\ \ \ _ `♦♦♦ ♦♦: •41 ACRES - // LOT 9
/'/ , % CR�S \ � - � � - - - _ �;o��\ � II I LL I d ••.4 WATERSHED SUMMARY FOR PROPOSED 36" RCP CULVERT
v / V A V AA // / // i -- V 9zo - - . - - _ ■g16-✓ ARP 1�XI ATE �\ "
ITY
=- 910 \\ \\ \ \ \ -r l \ \ \ 3 -_ y1.0-' 0 / ♦♦ I / 1IN
Project Stockton Creek
Plan Sheet No.
Designer LW
Sheet 2 of 2
Culvert
Rev. Date
Date 11/15/22
STATION:
AHW Controls
HYDROLOGICAL DATA:
100 yr. Flood plain elev.
Design AHW depth elev.
Structures elev.
Ueq. TWelev.
Culvert#2 (STR-10 TO STR-8). DA=4.04 ac., Cw=0.40, Tc=12.0 min., 2-year 0=6.30
cfs, 10-year Q=8.56 cis
Shoulder
=
elev. 892.69
=
CL elev. 892.89
DISCHARGES USED
RISKASSESSMENT
ADT
Skew ° Cover
Q 2 = 6.3 CFS
Deburs Available Length
Q 10 = 8.56 CFS
Overtopping Stage
Q 100 = 12.12 CFS
Flood Plain Management
Inv. El. 889.4 So= 0.85%
Inv. El. 889.00
Q = CFS
Crilaria and Sign ficant Impact
Ong. Gr. Elev. L= 46.62
Ong. Gr. Elev.
Q = CFS
HEADWATER COMPUTATIONS
CONT.
OUTLET
End
INLETCONT.
OUTLET CONTROL
CULVERT TYPE &SIZE
Q
QB
HW.
ELEV.
VELOCITY
Treat
COMMENTS
HW/D
I HW
Ke
do
(dc+D)/2
ho
H
LSo
I HW
C.M.
Smooth
Proposed 15" HDPE Culvert(2 yr)
6.3
6.3
1.40
1.8
0.5
0.8
1.03
1.03
0.9
0.4
1.53
1.8
5.48
EW-1
VDOTSTD. EW-1 Class II OuletProbcien
Proposed 15" HDPE Culvert (10 yr)
8.6
8.6
1.80
2.3
0.5
1.0
1.13
1.13
1.7
0.4
2.43
2.4
6.19
Design Flood Exceed. Prob.
Elev.
Overtop Flood Exceed. Prob.
Elev.
SUMMARY & RECOMMENDATIONS:
Base Flood 1% Exceed. Prob.
Elev.
Project Stockton Creek
Plan Sheet No.
Designer LW
Sheet 1 of 2
Culvert
Rev. Date
Date 8/15/22
STATION:
AHW Controls
HYDROLOGICAL DATA:
100 yr. Flood plain elev.
Design AHW depth elev.
Stuctures elev.
teq. TWelev
Culvert#1 (STR-12 - STR-11). DA=35.91 ac., CN=59, Tc=24.2 min., 2-year Q=11.50
_
cis, 10-year Q=44.09
cfs, 100-year Q=115.56
cfs
Shoulder
elev. 893.61
_
CL elev. 893.83
DISCHARGES USED
RISKASSESSMENT
ADT
Skew ° Cover
a
Q 2 = 11.5 CFS
DebursAvailable
Length
Q 10 = 44.09 CFS
Overtopping Stage
Q 100 = 115.56 CFS
Flood Plain Management
Inv. El. 873.92 So= 1.88%
Inv. El. 869.31
Q = CFS
Criteria and Significant Impact
Ong. Gr. Elev. L= 245.75
Orig. Gr. Elev.
Q = CFS
HEADWATER COMPUTATIONS
CONT.
OUTLET
INLET CONT.
OUTLET CONTROL
CULVERT TYPE &SIZE
Q
Q/B
HW.
ELEV.
VELOCITY
Treat
COMMENTS
HW/D
HW
Ke
do
(dc+D)/2
ho
H
LSo
HW
C.M.
Smooth
Proposed 36" RCP Culvert (2 yr)
11.5
11.5
0.49
1.5
0.5
1.1
2.04
0.71
0.5
4.6
-3.40
1.5
8.85
EN-1
VDOTSTD. EW-1 Class II Oulet Probclim
Proposed 36" RCP Culvert(10 yr)
44.1
44.1
1.18
3.5
0.5
2.2
2.58
3.64
0.5
4.6
-0.47
3.5
12.82
Proposed 36" RCP Culvert (100 yr)
115.6
115.6
4.28
12.9
0.5
3.0
3.00
16.06
0.5
4.6
11.95
12.9
16.35
Design Flood Exceed. Prob.
Elev.
Overtop Flood Exceed. Prob.
Elev.
SUMMARY &RECOMMENDATIONS:
Base Flood 1%Exceed Prob
Elev.
\
Area,
2-year Flow,
10-year Flow,
100-year Flow,
CN
ac.
cfs
cfs
cfS
DA to Culvert Crossing Stockton
59 3S.91
11.50
44.09
115.56
Creek Lane
'A ES - - - \ \ \ \ ■ \ \ i' / ♦♦ / j \ \\ \ \\ \ \ \ OUTLET PROTECTION SIZING
900 ♦ - , i
�Rg6 �y V A v� ♦ ♦ ♦ �j \ q�A \ v \
TYPE
LENGTH
WIDTH
DEPTH
RIPRAP CHANNEL OUTFALL
OF36"CULVERT
VDOT CLASS II
30'
UP TO 874'
CONTOUR
42"
\ _ _ -
I
/ \ \
\
\ 3.9 \ \
♦ �(/ / / KER Y v
RI
V \ i� // `y A / V A \ \ A V V A AA'AA� �1� ♦ I / -- ♦♦/�// III/%� O //
C23 V A 9 A �z� v vv oPEs v \ v 3 R€S v♦ /♦i(/ / V A I v v
/ I V / / /// /� / p' \\ \
-\ • ., \ VV AV A V ♦ //////�
T.M.69-6M \ � � <vl it N, ♦♦♦A - \ V A 1 A V r VA� \ `' V 'AvvAA Vv ��`'. v 9° /' / J ♦llllllll //'// I o� .`V Av 1 IIII� A�
REVISED LOT 7 = 9 ♦. \ \ \ \ \ ♦ / / / ♦/ �� / \
94 s ay v \ CIO A A I �V v 9 A v V \ v ♦ v
D.6.4333 23 T I �� v - v ° A v ♦ v - - ♦ / / / \ 1 b I
D.6.4 D.B.4 3 21PLAT��
E.C.ACKERMAN TRUST
V � ' 7' 18 - -_.V V 1 1 A - A V \ A V ` A ♦ _ / I / l ♦ I I � - - '
i p ■ �\ \ \ \ \ \ \ / / / / ♦ / o \ \\� \ \
01
D.6.44 6 PLAT j � � % ' �....�� ■ I
D.6.3530-234 I � h � _ � ♦.� \ \ v � 1 / / / l / 11 I � A\ � v v v o° / i • % o `�\V V V� \ � °
\ 1 I I � / /, / / /� �♦♦ I \ -. ��� ♦ q�TON / a � / / / �/ \8a°\ \ \ � \\ \� - _ _ - / ro°/ �\ I I ♦♦ I o e � r LL \ � \
v I/ �7 ' �s a /� / v e v ♦ - v
/ ♦ '' , \ \ 16 h ' ♦ ♦ N LB<i FF ' ( i l l ( \� \\ \ ♦ - / �°\ l I J� ,/ o
\ \ \\ \ \ \ \ \ ♦♦ LOT 15 ioc FOOT WPOJ
i A I/ l ♦. - A Ngp F\\ Ill �� A D-s 1 J STREAM BUFFER �.-5
V /// /I I I / // } I ` i� v v v ♦ FFo v \V 11\VA\ �� �•� / 2.40ACRES / �S l9 �%I L
\ * Cs6 I ` o r �• \ lF� 3,0 \ \ G 26. 88 bCR\Y 1 1 ! I LOT231
V //- -- J /- . ♦ A \ ° A _� I / o CJ\
2.02 ACRES `r► l \ \ A A \ \ �iJ) s ov A
VDOT CL A7 I I
RIPRAP / I ♦ / l �:� V 'S
sWALE
(TYe) '--< I ♦ II oo w `i I y� -, / o/
v ) / I 1 A A ♦ II \ v v 2.25A ES / r eA /
O�swAL�NEO A Av v ♦♦ \\ \ 11 v Av v ����. ✓- ADO / 1 LOT'16 I ♦♦♦♦ // N I N.
V ` v ��i
TpML6 6G \ ♦ l / J / O� " - ♦♦ / / \ \�
v LOT/1 Ndsu�e v v ♦ _--- / ae / o _
F ANK DONLEY & / ° `' � - ♦ /) - \ \ ■ �s s°, 7, \♦♦/
/ I I /, r V A - ♦♦♦ / , / / i ) 1 �i C20 ■ \ V '/f,°y� G6 �88g. i i \ 1 l '\
% CARLA DONLEY,' / � v v - ♦♦ / V � � 1 �c •a � / � �
B.3380-82, /// \ - - / l.7 - I \ s11 ` F / a
8 P I I \ J - ♦ V A V A - �sq r0 / 3i % ♦ 1911, °
5/& $6 L�T , / 1 V A V A y4° ♦ ♦ 1 ILOT 22 . I / 1 P e 1 r
IA 1 \ VA\1 A1II I o T� / cell A ♦ '-v Al / '� �,V A / v
RIP A I ■ / V _ A 1 / o �,, k \
-940 / / / / ■ I \ \ \ m SWA E \ ■ V / " IS
--/ A \ ea
i/ // i / /-9zo-_) A\\ V A A A V A\ V A I v NO SCA�E i/ / A c \ v LE
/ l l l l \ \ \ \ ' / / / / / / -9b- �\J I \ \\ ■ `\ 8°,\ II � LL� K
- --�'/ / / �' / _ -� / ■ V � V Al v _ v ) V OUTILITYD'
C0T3A- " - 3 / / /i �- - '� I I 1 \ V A VA\\ \V 111 h A ■ / v LOT 17 LINES
'2.67 ACRES - - - / - - - I �� v
\ �UBJECL - _ _ IS_ - / / , / � _ ♦ 1 \ \� \ � \ 6.19 ACRE
PROPERTY,- - - - - - - - / / '/ // �, 3 - - - �♦ V A A \ A A V\ \ V I (� I C 9 ••.. v V A I �/ / / _ -
- / / A s, / A \ 1 .
i' / /VO'pYCL'Al- v ° I A ' V AV �A �� tp \ € ��Ei
--- / \ / /
/ // ' �Ipf(gp LQ ••''
���o�c�kce ���-LOT20 Ar \1 �V ♦i- ��� / / // // /%
v3,47ACRES / I 11 V11 111 I l A
1 r
/) �/ I I v �/ --- _ //i 11 // i vo'36" RCP CULVERT I 11 Illlllll l\ \\ I 1
VDH j \ s' / - - - - / / / SEE DESIGN THIS SHEET
_ �s
MONUMENT LQ
7M.69-1-9 FOUND v v I
�R�EVISED LQT 3
�CKTONCREEKLA\V A 1 `r \ �� \� \\VA�\ /i /� ENT I /
\ - / / / / / / I V �\
/� 4.56ACRES, � \i//// _ -� //// //� \ �,\ �\\ � �`\ _ /J � / / i I ` •tee \ � \ � \ 8s -/ P LE \ \\\\ \ / / / F UN I /
J I / \ \VDOTCLA9- /�/ / �/ /� I i'/- \ \ 1 V A \
b6.5504,RG.61v� ,/�/ / / /'/ /'/ /;f \ \\ 2.0LOT i
5ACfiES i �� \ \\ V ���� I �\ I
449A-1 S -- - �- - -- - i � / / - A V A SWALE ATY�.
/ / L0� RR ---- ,� / - v �// v / / v
/ Y Ass-enE� �_ A
i� �, v v v � / / � LOT 7f�
VDH 3.�3ACRES
MONUMENT
FOUND / _�v �` //� A A \ v LE=� A
- _
SLOPS
CRITICAL SLOPES - ' _ - - _ / / J j r \ \�' � V /
MIS
FREE `
VDH lV-I KHOR
MONUMENT JO �A
FOUND § \
= - - 4T\7 C� \ \ \\ \
N MENT- ____ _ _ /_/ -
VDH _ � \ -_ _ - VDH-
_ RLT ROU, 151 = _Es F= \
T.M.69 19A� -
MONUMENT JUST,1oSEPH SCOTf 8L -_ _ _ - oL1�vD- TA TE , ` - _ _ _ _'- GRAPHIC SCALE
FOUND �bARgEgS SH'QA --- - - - - - Or H
- - -
rtRRFllpt�
21 ACRES _� - - - - - \ _ - - - - - - - _ 80 0 40 80 160 320
- - \ \ Vie. - - _ _ _ MFOU DEN
13-
----
----_ _
21-1)
""�� _= I \--- ��-\ ,� ( IN FEET )
- - -
-- NT A V 1 inch = 80 ft.
VDH --
\`''FL1NI MONUMENT
ICOTT /R. CD•LLINSZ
Lic. No. 035791
``SS12/29/22 ��'
���SIONAL t�G11�
t
U i
O
U
W
F-
o S
J
Q
Q
>
ZZ
o
Lu
Z L
Do
z ,
O�Do
Q
w r
�■
U
U')
(^/�
z
r
U/
z
2
¢ '
z
\
V)
r
3
/
m
W
Lu
;
a
0 i
C
F-
w F
z
F r
o
to ;
Of
N
N
N
N
N
N
N
N
Lu
rn
�Cq
,Lj
Cn
ti
M
N
LL co
co
z
W N Q
C>7 IZ
N
W N o
> O
., z
w � z
J l O
z
w O �
~ ~ U 0 ~ t� J
U
U D Q
W Y cn oL
Q
H LU �
^ w
Q
w U z
Z z <
0
U
J U
LLI
O
J Q V'
C�
ON
N
U
U
LU w
a JOB NO.
222207
SCALE
1 rr=80r
SHEET NO.
10
®�------_-
STORM SEWER io-YEAR CAPACITY CALCULATIONS �TH 0
Design Storm Year = 10
DRIVEWAY CULVERT io-YEAR CAPACITY CALCULATIONS �
Design Storm Year 10
�SCOTT R. LINS'Z
U Lic. No. 035791,1:-
° 12/29/22
IONALLo
F
Z
w
X U)F F Z w
UU w
0
Z O U
� U
� UO z
O ,d > =O
0 ti
ZO 2: U w to
♦~ w Z
O a m N 0
(� Q Lu
I Q Q
r/ w O Z
Z g
u z o < Zg
•�• Ln Z
a
Q
W w m a� o
Vw
J Q
Q 0 ~ F
F- w OF
0 Z In
F- o 0
HYDRAULIC GRADE LINE LD z
( 347) CALCULATIONS
z N
O w j
Design Year: 10 Project: Stockton Creek Subdivision Job #: 222207 Prepared by: LMW, PE
RNCTIONLOSS w
[t
N N N N
w N N N N
H n 1 1 M r
� ti ti ti N
M\ N N
M
M
N
z
W N Q
a7
N
N Q
> O
-J
J I
J
> z
z
l� � 'U) 0
Iv ,-1 Q
J
~ U
_ J
W U U
Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW LU
Stockton Creek Lane Maxs�o% EC-2,MaxV�.Ofps VDOTCI.At,n=0.072 W �� Q
MaxV=3.ofps EC-3TypeA,Max V=7.0fps VDOT CI. I, n�.086 ~ 1. 1 1 z
VDOT CI.II, n=0.095 cl•
I Ul CJ') LL �
U p
z w z
O
J U
o
J rQ U'
V
O CD
C]
N
Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW
Stockton Creek Court Maxs�.0% EC-2,Ma V-Wfps VDOTC1AI,n�m2
Mm V�Dfps EC-3TypeA,Mm VGA fps VDOTCLI,n=OD%
VDOTCLII,n=0A95
F
w 1-
O w
a
JOB NO.
222207
ySCALEp
1 n=00'
SHEET NO.
11
L9
rLU
th(n�.03) Jute(Sod)(n�.05) Ripmp h� Qo Depth=" Min -Design
®-®------_-
®-®®------_-
GRATE INLET COMPUTATIONS
STRUCTURE
DRAINAG
Sta
Sta
T=
C
Area
CA
I=
Q=
slope
Fa
Sta
From
Sta
To
T.
(min)
C
Value
Area
(ac.)
CA
ccu
I=
(in/hr)
Q�
(cfs)
Slope
(ft/ft)
Earth (n=0.03)
Jute(Sod) (n�.05)
ra
Ho
(inQu)
Q+o
(cfs)
Depth+o
(ft)
MinDesi n
Width
(ft)
Vel.
Depth
VeL Depth
VeL
Depth
(Depth)
(Type)
Note: Ditch terminates at STR-7
10+00 12+30
9.0 0.35
5.57
1.95
4.7
9.16
0.0700
2.8fps
1.04 ft
5.80
11.31
1.12 ft
VDOT CL I � ra
8.00 ft
Note: Ditch terminates at STR-6
10+00 12+30
10.0 0.50
3.87
1.94
4.6
8.90
0.0700
2.8jps
1.03 ft
5.60
10.84
1.1111
VDOT CL I Ripmp
8.00 ft
10+(
ROAD CC
• • •
Z! G
LOW PT STA: 10+14-39
LOW PT ELEV: 935.19
LOW PT ST
: 10+57.18
PVI STAao+ii.89
LOW PT EL
V: 935.6o
PVI LEV:935-15
PVI STA:
0+97a8
K:2.50
955
PVI ELE
:936.00
955
L. C:10.00
0)
®)
o
LVC:8
.00
Cq
0D
N
i
ID
O
M
cc
N
+
4H
CY)
W
r\
+
M
O
n n
+ 0)
950
U.
w
~ u
HIGH PTST
:12+04.96
950
w
00
v
w
W
PVI STA:
2+49.12
O
PVI ELE
:94o.S6
w
O
+
K:1
.61
Q
°
LVC:2
0.00
945 w
W
N
H
945
N
J
S
M
O)
M
O)
O
W
N
V1
w
Ozz
lJ
V
\
;
940
0z
°'°
w
940
H
V
Y
\
Lu
U1
0
O
\
Ln
Z
z
\
935
Q
1.00%
3.00%
935
6 = START OF
11 PROPOSED
VDOT
NSTRUCTION
-3.00% STD.
CD-2
\
930
LOW PT S
A: '19+7S.2
930
LOW PT
LEV: 892.88
\
PROPOSED
STORM
PVI ST
9+53.88
SEWER
CROSSING
PVI EL
V:885.97
V:88S.97
K:
8.58
925
\
LVC
400.00
925
o
s
0
0,
00 ,
XISTING GRADE
�
„ �
920
\
m
w
HIGH PT S
A: 2+ 1
3 54.5
920
PVI ST
:23+02.SS
PVI EL
V:9o7.76
Aso
K:
1.88
S
\
LVC:
03.91
915
O ..
915
\
+
0
0)
\
N
N
W
W
>
M
W
910
m
—
910
\
1.50%
/ /
0
PROPOSED
GRADE
0
0
/
905
905
STOCKTON
CREEK LANE
CUT/FILL VOLUME
o
/
\
wuj
/
CUT: 23,696 CY
FILL: 8,520 CY
/
6
goo
NET: 15,176 CY <CUT>
z
900
Y
V
/
PROPOSED VDOT
Ln
STD.
CD-1
0
895
a
895
/
PROPOSED
VDOT
890
/ STD.
CD-1
89p
PROPOSED
VDOT
STD. CD-2
/
pROPOSED
STORM
FILL TO BE PLACED AT
SEWER CROSSING
885
95% COMPACTION (TYP.)
885
88o
88o
875
875
PROPOSED
STORM
SEWER
CROSSING
87O
870
Ol
L!1
M
L9 00
1p
ry \O
Ol
L9 O
Ol
M l/)
u) e1
n
a) r`
V7
^ O
n
00 M
O
O
M
'1 •i
In
N O
00
M Ol
'1
y) 1�
M
l0 n
l0
^ S
W
ry 00
M
OOq
00
O
O
O N
O)
01 M
l0
00 •i
ci
O
M
ry O
M rl
1�
00
O 'i
n
f
N
ry
l!1
M
rl
.t
N
.t
N
S
^ M
S
O
^ l0
M
M
M
N M
M
O)
N
l0
N
'j N
N
^ 00
H
M d
H
0) O
H
Ln
O
H d
0)
00 N
00
Ln N
I�
M N
00
M O)
00
ry l0
Ol
M ei
O
Ln
O
o6 00
O
A O
'1
f O
H
^ 0)
O
00 Q7
O
01
m
rn
,�.)
a) m
M m
M
a) rn
M
rn o)
M
0) o)
,y)
m m
M
m 0)
N
rn
N
0)
N
m rn
H
m rn
,y
0) m
O
0) m
O m
O
0) 00
00 00
°D ao
00 00
00 00
00 m
00 m
00 m
0)
00 m
O
o) m
O
M 0)
O
m m
O
0) m
O
m
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+So 14+00 14+50 15+00 15+5o i6+oo 16+5o 17+00 17+50 18+oo
NOTE: ALL ROADWAY EMBANKMENT MATERIAL
SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH
VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER
RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND
BRIDGE SPECIFICATIONS, SECTION 302.03G.
NOTES:
i. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
4. VDOT STANDARD CD-i 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.
STOCKTON CREEK LANE
18+50 19+00 19+50 20+00 20+50 21+00
HORIZONTAL
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
21+So 22+00 22+So 23+00 23+50 24+00
VERTICAL
GRAPHIC SCALE
( IN FEET )
1 inch = 5 ft.
V/
z
O
r
V/
W
ce
SCOTT /R. CZrLLINS'Z
Lie. No. 0357914'
p 12/13/22 ctv4�
Z
O
a
U
U
N
W
Z
O
w
w
0
Lu
7
lrr
W
ul
z
N N N
n l 1 M
00 \i N
CA
r
CM
M
O�
N
4
co
N
O
6)
N
N
Q
>
Lu
J
J
Lu
O
J
Q
U
i
Y
Lu
Lu
Lu
U)
w
Of
Q
O
O
N
I
z
O
m
Lu
Lu
U
w
J
r-i
LL
a
Q
O
ry-
222207
SCALE
1 "=50'
12
0
a
905 905
HIGH PT STA: 10+10.35
HIGH PT ELEV: 892.75
PVI STA:10+4035
PVI ELEV:892.15
K:12.96
LVC:6o.00
O N O O
+ 00 0
910 0w °w
glo
>m
>W
m
w
z
O
905 0
0
905
F-
LOW
PT STA: 12+44.
31
V
O ^
w
O
LOW
PT ELEV: 884.
9
f- °o
m
PVI
STA:11+70.52
w o
0m+
PVI
ELEV:883.52
O A
goo z
P: +
K:26.21
LVC:200.00
goo
Lu
u0Lu<
v
N
v
v
z
O
w v
W YQY
F J
6
+
6
co
O
Ncco
S
V
H�z
�
O
.+ui
Ndi
895 z
a v
U>
U>
L
895
m
w
m
w
00
0
89O.00%
PROPOSED
GRADE
O 8go
0
z
w
u
m
885
1.000/0
885
XISTING
GRADE
88o
880
PROPOSED VDOT
STD. CD-2
/
PROPOSED
SEWER
STORM
CROSSING
VVV
875
875
STOCKTON CREEK COURT CUT/FILL VOLUME
FILL TO BE
PLACED AT
CUT: 71 Cy
FILL: 14,174 Cy
95%COMPACTION
(TYP.)
870
NET: 14,103 CY <FILL>
870
865
865
�o
r
�^.1 0
o m
m N
o vi
�
0
°1 r`
W
N
wCO
,y ci
rj 'i
rl 'i
rl 'i
rl 01
00
0000
00
l0
'6 n
^ m
m
00 0a00
00 oa0o
00
00 amo
00
0^0 000
000 000
00
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
STOCKTON CREEK COURT
14+00 14+50
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-1AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-iA5 FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
4. 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.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
goo goo
895 895
FILL TO BE PLACED AT
8go 95%COMPACTION (TYP.)
8go
885 885
880 PROPOSED GRADE 880
STR-12
VDOT STD. EW-1
INV OUT=873.92
875 875
STR-ii
VDOT STD. EW-1
INV OUT=869.3i
870 36" CL.III RCP 870
245' LF Qa 1.88%
EXISTING GRADE
865 865
NOTE: CONTRACTOR TO USE A CONCRETE
CRADLE FOR THE PROPOSED RCP CULVERT
86o 86o
INV OUT
VDOT STD.
END)
INV.=889. o-
FILL TO BE PL
95% COMPACTI(
•..
•..
PROPOSED
GRADE
895
895
TR-8 2.15'
2' MIN. STR
HALL
VDC
8go
8goNc
NV.=81
ACED AT
I
i5" HDPE
)N (TYPJ
46.62 LF dal
885
885
EXISTING G
88o
88o
875
870
875
870
m
kD 00o
0
0
0C)
Cp
00
-10
IT STD. EW-i
WALL
39-4
o.85%
AIDE
NOTE: PIPE BEDDING, BACKFILL AND INSTALLATIONS
ARE IN ACCORDANCE WITH THE CURRENT VDOT
STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL.
IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER
PIPE MATERIAL.
o+00 0+5o
FROADWAY CULVERT - STR 12 TO STR 11� 7OADWAY CULVERT STR. 10 TO STR. 8
955
1 950
945 Lu
z
940
O
0
>
935 P
mZ
L
EXISTING GRAD
�- rt
L
930—.....r_..
15" HDPE
260.15 LF Qa 0.580/'0
925
920
915
Ol Ol 001 N N l0 l00 Q1 H
m0) ma) rn0) ma) ma)
955
950 1
Lp
o ooo
0
0 945
_0
0 0
0
Ln
0
0- o Hm
0
m
o
�^ 0
co
~
m
0, °
0)_ 0
r
a> 940
a>>
_zz-v1�-z
935 1
15" HDPE
38.15 LF Qa 0.79%
925
0+00 0+50 1+00
1+50
2+00
2+50 3+00
STORM SEWER
STR
18
TO
ST131
93-5 1
HORIZONTAL
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
VERTICAL
GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
20
SCOTT /R. CDrLLINS'Z
Lic. No. 035791,E
P 12/13/22 A)
/A
Z
z
0
j
0
w
Q
w
-_
o
'z
0
>
z
C
[
r
i
u
O
(1)
Ln
0
Ce
<
w
z
a
C
Vl
z
z
`
H
0
z
2
c�
i1
W
m
s
W
J
0
F
H
w
t
z
F-
L
t
z-
O
W
N N N
w f\ r-4 r-4
00 \+ N
(D
A_�
z O)
ti
CY)
CIO
(N
M
w N
C:)
rn
N
N
W
F-
- F-
0
F_
F—
Lu
Lu
—
U)
— ml
Q
Q
W
J
zLL
O o
H�
W
� z
m
D <
C
Y �
LU z
LU Q
0 Q
U a
z O
O ln�
U
O
I—
V)
w
a iLn
JOB NO.
222207
SCALE
1 "=50'
SHEET NO.
13
H NFU
>SCOTT R. LINSZ
U Lic. No. 035791,E
905 905 °po 12/29/22
ti z
�SSIONAL EZyG w
z
Z
(7
Z
w
N
z
J
0
U
O
W U) C
� � F N
uZ W o
W 2 U
o i
Z O U
z o r 3
U O z
'� //�� d$
Vl W O O O a
J ❑ Z (7 0
ZZ Q> U) Z U
O m U M in s
O F m Z W w
J (n ❑ Ce O
u U Of ¢ W Q ❑ 0
^A W 0 N Q 3
(/ / ❑ Z ❑ g Z o,
z O ¢
~ 0 U) z g °
g
¢ ❑
W / > w m 0-
U) w O °
❑ W U
J
¢ O ~ c
z = ~ OF
z U)
z °
~ O_ a
U) O
Z
(n w W c
C
W
C
O
j
c
0
0
W N N N N N
rl m m �
Q ti .�-i .Mi N E
❑ W .\+ N N
VDOTST
INV OUT ' n
,L , N
U
c
z
°
CM
°
/M/�� 3
® y) N
N
0
c
z T
c
co
Q °
w N
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 N Q
0
STORM SEWER STR 7 TO STR > o
LLJ
J o
J
0
> z
U)
eme LU
�--� Lu
H U) J °
O H� h-1 3
J > 0z <
c
LL 3
/Myam �
2 W o
U w
Lu Y U) Q
z�
Lu
� uJ < Eo
Lu
ul � o
Uz
w
Lu z Z
Ljj
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH O w
OF iz' OR GREATER SHALL HAVE SAFETY SLABS IN �, N
z
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN � J
THE 2oo8 ROAD AND BRIDGE STANDARDS. o
UU
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH mmi Lu O
OF ¢' OR GREATER SHALL HAVE STEPS IN o
ACCORDANCE WITH STANDARD ST-iAS FOUND IN HORIZONTAL a
THE 2oo8 ROAD AND BRIDGE STANDARDS. GRAPHIC SCALE <
j
50 0 25 50 100 200 O
NOTES: 0
O °
s. ALL FILL TO BE PLACED AT 95%COMPACTION. N =
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. S
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM ( IN FEET) °
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & 1 inch = 50 ft.
SANITARY SEWER MUST BE PROVIDED. E
U
o
tu
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE VERTICAL o
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE GRAPHIC SCALE a
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR JOB NO. 0
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE s o z.s s o 20 222207 °
SPECIFICATIONS, SECTION 302.03G.
SCALE °
( IN FEET) 1 n=,50' coo
1 inch = 5 ft. a
SHEET NO. m
14
goo
=86z.00
900
895
895
M
� �O
o
8go
� � � �
� 8go
0
O n
O
� ❑
� � W j � Vl
_
� "' � 00 z O O
EXISTING
GRADE
°°°
❑ tD �
885
l~/1 F Z Z > 0 ~
� ° � � � 0 885
O �iO � a>
❑ Nm vi H?
> VMj 00 H
FILL TO BE PLACED
AT
�Qn, � Z p
95%COMPACTION
(TYP.)
� a >>
880
� ~ Z Z 880
= N
❑ OO
/
875
� �,,�
875
o M ��
❑ o �
z4'HDPE
�
�'Z =O
�
3g.00 LF Qa i.z8%
PROPOSED
GRADE
� a»
in H ? ?
NO pE
8]O
z4 281%
8]O
60
865
865
HDPE
LF � 1.z6%
D. ES-i
z4'
y72.8o
z4' HDP1
167.98 LF C�
48%
860
860
855
855
M
00 •i
� M
^ O
� °
� Ol
� L!1
� 1�
� rl
00
�
N �
CO �
r\ �
W .^
O �
O ^
M n
Op �
�
m
� m
� oo
� co
�
�^ e°
°^p oo
� oo
� eo
�
945
945
HT.O
_
OBJ=35'
SIGHT
DISTANCE=
10'_
940
940
HT. OF
IEYE=3.S'
\
/
935
935
930
930
/
PROPOSED GRADE
(TYP.)
SP/ ,�
/
\
5 \GNS O\
925
9�5
EXISTING
GRADE (TYP.
� \
920
g2o
/
\
HT. OF
OBJ=3.5'
915
915
gso
gio
905
905
goo
goo
O
O
�
N n
N .i
� O
^ O
N �
�
O
N
M
N M
lrl M
� n^'1
N �
� pM
� M
N
N
m
m�
m�
m�
m�
m�
m�
m
m
m
TH OFF
950 950 �
�SCOTT R. LINSZ
L) Lic. No. 035791,n
° 11/15/22 4�
A0 1 Z
�`S'SIONAL ECG w
w
z
Z
w
Z
J
O
Ln
o
z =
o
0
z
r
7 3
Z U
� U �
0 aLS N
a
Vl o
J 0 ry
Zz a >
o 2
O W z
a m o
u Q cLn
n
3
WEn
0 Z 0 m
Z 0 Q C
�..� o rn U o
U, z
> g
W
� 0
I.f. Q
J
Q
W C
Z F O
o
F
L
z o
O
W
0
U
J
N
C
O
U
0
N N
W � `\ �
� \ _
O O
0
3
U
C_
VJ
>
ti
0
M
0
M 3
® � m
N
� a
z T
10+00 10+ 0 11+00 11+ 0 12+00 12+ 0 1 +00 1 + 0 1 +00 1 + 0 1 +00 1 + 0 16+oo 16+ o 1 +00 1 + 0 18+oo 18+ o 1 +00 1 + 0 20+00 20+ 0 21+00 21+ 0 22+00 22+ 0 o
5 5 5 3 3 5 4 4 5 5 5 5 5 7 7 5 5 9 9 5 5 5 5 C
GOODLOE LANE SIGHT DISTANCE
N
wN 0
Q Q
> O a
^ N
W
J � 0
J o
® > z Lu o
w 0
i--i 0
TH U) 0 3
O >
z Lu
Q U
a
= CO z
U Q
Y cn o
H =
W p
H LU
_ LLJ
L7
Ul
U z
� � w
w z z
O w
z
'^ Z
V / J
O
V
JU
w O
HORIZONTAL J Q
GRAPHIC SCALE C�
50 p 25 50 100 200 O � d
N s
( IN FEET) o
1 inch = 50 ft.
E
U
VERTICAL o w
GRAPHIC SCALE a o
JOB NO. 0
5 0 1 5 10 20 222207
No
/ a
SCALE o
( IN FEET) 1 n=501 N
0
1 inch = 5 ft.
SHEET NO.
15
g2o
920
915
915
HT. OF
\
OBJ=3.5'
gso
\
gio
HT. OF
�
OBJ=3.5'
905
905
��80
900
PNc�
900
\5,�
895
895
OF
EYE-3-5'
/
\
PROPOSED
GRADE (TYP.)
8go
�
8go
\-EXISTING
\
/
GRADE (TYP.)
885
\
885
880
880
/
875
1
875
870
870
865
865
.i
N �
l0
O
O
'!
N O
N
�
O
O
'i
Ol
lD
O
O
VI
O lO
O
O O
O
O
O
00
O
M
N
M
O
�t
rl
O O
01
�
�
00
I�
O
00
'j
�
u1
W
N
N
01
N 00
Ol
S M
O
�
1p
O
�
�
T
O
N
O
Ol
� Ol
O
�
00
�
00
�
� W
�
�
00
�
00
�
�
00
�
� 00
�
� T
�
�
T
�
Q1
�
925 925 �TH 0F�f
o �G,
SCOTT R. LINSZ
U Lic. No. 035791,n
° 11/15/22 w�
�0IONAL It
z
w
0
yU
z
ZD
O
� U
o �
U
w 0
J �
ZZa>
o
F w
0Lna Ln
�..� o LU
w o
o z o
z o a
`~ O U) z
/ >
> m g
W En
a
J
a �
� w
z =
.. 0
0
Ln
O
w
N N
w
C1 � \i
O
L9
ti
(h
® ci
rn
N
z
W Q
N
W N o
O
w
J
io+oo so+So ii+oo a+So iz+oo iz+So 13+00 13+50 14+00 iy+So 15+00 iS+SoLu
J �
STOCKTON CREEK LANE SIGHT DISTANCE w o
L
O
0 0
0 LU
= co z
U � Q
Y U) cn
w �
LU 0
Ul Cl) LU
� ~
2
U
w W
O
W ~
JU
w O
HORIZONTAL mi <
GRAPHIC SCALE a
50 0 25 50 100 200 O
N
( IN FEET )
1 inch = 50 ft.
VERTICAL I w
O w
GRAPHIC SCALE a Ln
JOB NO.
5 0 2.5 5 10 20 222207
SCALE
( IN FEET) 1 n=50'
1 inch = 5 ft.
SHEET NO.
16
Cons ation Plan Notes:
1 .ALL TREES 0 BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR \� i SLOPES GREATER THAN 3'i SHALL BE PLANTED WITH IN IVE STEEP SLOPE MIX WITH 199z 338 TH OF
RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ITEM NUMBER: ERNMX-181 AT
ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE T.M.69-6L T.M.69-6C \ ( )
CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING ` A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. GRASS MIX IN THESE AREAS SHALL
DEPARTMENT. LOT 6 GIBSON, EVERETT E JR
STUART TAYLOR SMACK \ FIELDS PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING.
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION D.B.5246-521 - 1.07 ACRES _ 2. ALL SITE PLANTINGS OFTREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES - - - - TO BE PRESERVED AND PROTECTED. D.B.3415-704,707 PLAT - - - - - MAINTAINED AT, MATURE HEIGHT; THE TOPPING OFTREES IS PROHIBITED. SHRUBS
AND TREES SHALL BE , � - - - _ _ - - - - � �
PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER / - - - - - - _ - - - - _"_ � �r HEALTH OFTHE PLANT
MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL / /� -- r �- 1 0. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THEAMERICAN
NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. Z , - - - r ,1 3
ASSOCIATION OF NURSERYMEN. THE PLANTING OFTREES SHALL BE DONE IN
a. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET of THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED, ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY
/ o LL �' 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF
OF TREES TO BE PRESERVED AND PROTECTED. / / . -4�` LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF
,� �- � _
LL LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS VIRGINIA DEPARTMENT OF TRANSPORTATION.
BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY e �\ \ \ ALL SHALL BE PLANTED A MINIMUM OF AWAY FROM ANY SIDEWALK, CURB, OR
\ ioo YR FEMA y
ENGINEERING DEPARTMENT. � ' 4� 3�
/ LL
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, SLOPES ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED
�. `�
TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / / PROPOSED VDOT \ �` \ ON AVERAGE So' O.C. AND 5'-io' FROM PROPOSED UTILITIES.
FLOODPLAIN CRITICAL
PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS \ r . ,� ,tit• \ '� \
OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING / / RIGHT-OF-WAY DEDICATION ,
SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL
SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. o \ / / \
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE
PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH \ / / T.M.69-19G
THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR / / REVISED LOT 6 o
SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE
SPECIALIST. \ / STOCKTON CREEK LLC -
/ \ ° e-e-e_� \ \
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / D.B2.63ACRES o .5504, PG.614 /� \ •ems" tiQ �e �, ;� •� e
PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / �-
BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND / /� Q \ \ LOT o r
MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / `J• \ \ 4.49 A RES91�'
10CONTROL RPLANTMEASURESRREMOES SHALL
BE RINGTHE
THE SFI �AL CLEAN-F THE MPORARY EROSION / ///�OF. \ \ O
SCOTT R. LINSZ
U Lic. No. 035791,a
° 11/15/22 w�
101
F
z
w
f
0
z
o
O
U
Vl w O
Z z O Q >
2:(,
F Z w
O -di Ln
Ln O Of
rA Source: Va. DSWC Plate 3.38-2 Z O Q
LOT 12 \sSioF / �o e \.\ LL \ / H 0 U) z
NOTE: ALL STREETS WITHIN THE DE E T SHALL BE MARKED // „/ a / \ ��e 2.40 ACRES \sFrgq o \/ > > ? o
WITH NO PARKING SIGNS ON BOTH SIDES O H OADWAY.
�/ LOT 9 \ � \ � �
/ r 2.70 ACRES \ �yAJ / o \ W In a
y / EXTREELINETO \ \ LL /�/ a �
/ / \ REMAIN (TYP.) \ / �i �_ _
U)
LOT 10 a +o k 0
/ 2,22 ACRES \ ti >
r N or e e owe
e
F L 14 �eVe \
CRITICAL oL \ \Ck \ 1ACRES
PROPOSED \ �� � Too' WPO STREAM � �� � � T.M.69-51H N N
/ TREELINE A \ w Cal �
TYP.) \� \ \ _ BUFFER o '\ GATES, DAMES P OR a
/ \ \ KERRY D o \
LOT 11 \ , 0 2.148 ACRES CD / RITICAL \ \ �' \
/ "P S 2.74 AC \ °010.
T.M.69 6M
REVISED LOT 7 / i S 0Ck \ 0o
E.C.ACKERMAN TRUST L o ti
D.B.4733-23 R TO 4-
D.6.4733-20 & 21 PLAT , .° �s.°
D.6.4456-444 u+ o �- _ +� \fo p� k4
D.B.3530-234 PLAT
15
2.39 ACRES �/ / CS!\ LL ti
T.M.69 51 CM
OT 23 \ \ /��0 / o \ GRAVES HOME LLC z
------ 1.9 ACRES�ss2�F6 26.988ACRES CV Q
--- / erg / \ F, O J
H� V °p° ��Q'�� / CountyofAlbemarle
"Y / Conservation PlanChecWist-To be placed on Landscape Plans
/ ,\y \ \ (Handbook, pp III-284-111-297 for complete specifications) N
k z8o' IGHT TA p O > V / �`
1 +0O \pO�j LOT 16 1. The follow Ne Items shall be shown sn the elan: Q G 1
t i \ / KI Trees to be saved; ® \ 0
/ SCCQ " V�•. 2.25 ACRES \ Limi6 of outs clearing (outside driptire of trees to be saved);
T.M.69-6G zS'F V / °r, so• p El Locriumandtypeefpratudi cfenaug;
LOT 1
FRANKDONLEY& / / / \ k NTH Ok °O \ O \J / 0 cmaechangearequringtrapweuaorwaua; J ' z
l � F / ETgq e�i�0 \ / � Proposed trenchvtg or tunneling beyandthe limits of clearing. J
CARLA DONLEY ly / % �Z Gp / CRITICAL 2. Murkiness _ Q
D. B.3380-82, \ 4 \ SLOPES ID All trees W be sav d shall be merited with print or ribbon et sheight clearly isible to equipment operators. \ J
85 & 86 PLAT / \ / / ° L 2 2 / \ a / El No grading shall bean until the tee marking his been inspected and appnved by a County Inspector. /> O
H 2 9 ACRES / I \ \ / 3. Ll Tree
Conference: ®® 1 t 1
j° / � Tree preservation and protection measures shell be reviewed with the contactor on site � LL�I �H/�� f711
4. Equipment Oueratlonand Storage: U)
/ `LJ
Heavy equipment, vehicular traf sand storage ofconstruction materials mcluding soil shall not be permitted within the driplines of trees O
to be saved.
Q
5. Soil SEi uch de and shall a aler Detention Devices: C) U
® Such devices shall rapt adversely affect trees to be saved.
xxD, ires
LOT 3A / y LOT 17 F: E Q V)
/ � \ 2.07 ACRES y =4. 6.19 ACRES! n Fires are not permitted wilhinlWfeet of the driplineofareas tobesaved. U CO Q
7
�\ \ I / / h / I I \ 14 69 7. Toxic Materials: I Z
� \ O ® Toxicmaterials shall not be sforai wittdn 100 feet of dripline of frees to be saved.
N
/ b \ \ S. Protective benches;
GeV \� LOT 21 / I d Ll Trees to be retained within 40 feet of a proposed building orgrading active, s1Wl be protected by fencing. LJ
1 I I
3.10 ACRES LOT 20 \ \ \ t ZI Forcing shall be in place and shot be inspected and approved by a County Idepectur prior to grading or mavhuctim �J
9. Tree W ells: L U
I / / .46 ACRES I \ O ® When the ground level most be la sed within the driplins of a tree to be saved, atree welt shall be provided and a construction detail
submitted for approval. Ln
/ /h �•S/
(CRITICAL \ \ \ \ H. Tree watts: V J L�L
/ SLOPES \ I El When the ground level must be lowered within the dripline a tree W be eared, a toe wall shall be provided; and a mastrucfidetail on
T.M.6919D I 1 , submitted for apposed LU %
/ \ ' v 11. Trenching and Tunneling: LU
OT REVISED L3 \ o When trenching is required wither, the Emits of clearing, it shall be done as far away from the trunks of trees as possibleTunneling N O
STOCKTONCREEK LLC O \ under a large nee shall be considered as an alternative whenit is anticipated that necessary trenching will destroy beater roots. LL
4.56 ACRES 1:. clearnme
D.B.5504, PG.614 �, EXTREELINETO I OT 8 ® Protective fencing shall be the last items removed during the fired clemmp
REMAIN (TYP.) \ \
LOT 3B I� 2.0 ACREm
S I3. Daaeed Trees: I- U
2.49 ACRES EXISTING Alm Daagedtreesshall a mated innediately by pending, fertilization or othermethods ncommendedby atree spedalist. �1
/ STREAM TO \ / DOTE:1iISTHEDEV OPER'SRESPONSIBILITYTOCONFERWITBTHECONTRACTORONTREECONSERVATION LU O
" REMAIN \ REQmREEdENrs.
r I
J
00 - J
LANDSCAPING CALCULATIONS
SITE TREE CANOPY
REQUIREMENT: 20 OR LESS DWELLING UNITS PER ACRE, MIN. CANOPY 20% OF
THE SITE AREA, MINUS FLOODPLAIN/EXISTING CRITICAL SLOPE AREA
TOTAL SITE AREA
45.72 ACRES (1,991,550 SF)
FLOODPLAIN AREA
208,705SF
CRITICAL SLOPE AREA (OUTSIDE
FLOODPLAIN ZONE)
151,150SF
37.46AC(TOTALSITEAREA-FLOODPLAIN
TOTAL DEVELOPMENTAREA
ZONE & CRITICALSLOPE AREA)
TREE CANOPY REQUIRED
7.49ACRES
EXISTING TREE PRESERVATION AREA
468,165 SF (10.75 ACRES)
TREE CANOPY PROPOSED
OSF
TOTALTREE CANOPY ON PROJECTSITE=
468,165SF(10.75ACRES)
T.M.69-19A7
JUST, JOSEPH SCOTT &
CASEY RJUST
21 ACRES
TREE PRESERVATION I \ \ / owNSRSIGNAruRE (DATE)
L FENCING (TYP.) +PLR
OTp199 r4 ACRES CSLIOPESL CONTRACE PURCHASER SIGNATURE (DATE) CD7' 5(1/O6 Pape 1 of 1S$E
T8A � ?56.zr cKrrya.J � � IOPOSED � --- CV
0
DETENTION_
FACILITY
.M. -
50
- FREEMAN ARTHUR H OR
CRITICAL
SLOPES
NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR
ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES
MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET
ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT
LINES AND ACCOMMODATE PEDESTRIANS.
JOANN F
47.729 ACRES
GRAPHIC SCALE
( IN FEET )
1 inch = BO ft.
0
O w
x
a lEn
JOB NO.
222207
SCALE
1 H=80'
SHEET NO.
17
Page 611-14 April 2015
April 2015.
Page 6H-15
April 2015 April 2015 Page 611-53
Typical Traffic Control
April 2015
Page 6H-5
Typical Traffic Control
Stationary Operation on a Shoulder
(Figure TTC-4.1)
NOTES
Standard
1. For long-term stationary work (more than 3 days) on divided highways having a median wider
than 8%sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK
AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER
CLOSED (W21-5aRi ), even though only one shoulder is being closed. For operations less than 3
days in duration, sign assemblies will only be required on the side where the shoulder is being
closed and a RIGHT SHOULDER CLOSED (W21-5aR)i sign shall be added to that side.
Guidance
2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign
spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where
the posted speed limit is 45 mph or less.
O Lion:
3. The SHOULDER WORK (W21-5) sign on an intersecting roadwav may be omitted where drivers
emerging from that roadwav will encounter another advance warning sign prior to this activity area.
4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be
eliminated if a vehicle with activated high-intensitv amber rotating. flashing, ova oscillating lights is
used.
Standard:
5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber
rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement
high -intensity amber rotating, flashing, or' oscillating, lights.
6. Taper length (L) and channelizing device spacing shall beat the following:
Taper Length (L)
Speed Limit
(Mph)
Lane Width (Feet)
9
10
11
12
25
95
105
115
125
30
135
150
165
180
35
185
205
225
245
40
240
270
295
320
45
405
450
495
540
50
1 450
500
550
600
55
49U5
550
605
660
60
540
600
680
720
65
585
850
715
780
70
630
700
770
840
Minimum taper lengths for Limited Access
hajhi shall be 1000 feet.
Shoulder Taper = % L Minimum
Channelizing Device Spacing
Location
Speed Limit (mph)
0.35
36 +
Transition Spacing
20'
40.
Travelway Spacing
40'
1 80'
Construction Access*
80'
1 120'
* Spacing may be increased to this distance,
but shall not exceed one access per % mile.
on roadways With paves snomders navmg a
width of 8 feet or more, channelizing devices
shall be used to close the shoulder in
advance of the merging taper to direct
vehicular traffic to remain within the traveled
way.
7. The buffer space length shall be as shown in Table 6H-3 on Page 611-5 for the posted speed limit.
8. A truck -mounted attenuator GMA) shall be used on the shadow vehicle on Limited Access
highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for
operations with a duration greater than 60 minutes.
9. When a side road intersects the highway within the temporary traffic control zone, additional
traffic control devices shall be placed as needed.
1: Revision 1- V112015
"ROAD WORK -
AHEAD" SIGN
j� (W20-1) -
Stationary Operation on a Shoulder
(Figure TTC-4.1)
SEE NOTE 1
SEE NOTE 1
END ROAD WORK"
Crr;Al /17,20-2)
"ONE LANE ROAD' °RIGHT SHOULDER) BE PREPARED TO
\ AHEAD" SIGN CLOSED AHEAD" STOP" SIGN (W3-4)
\ (W20-4) SIGN (W21-5Br) \
an' G20-2 (V)
500' ±
80' -120'
SHADOW VEHICLE
REQUIRED
TMA REQUIREMENT SEE NOTE 8
ILLUMINATED FLASHING
AMBER (CAUTION MODE)
SEE NOTE 7 TYPE B OR C
SEE NOTE 6
CHANNELIZING
DEVICES SPACING
SEE NOTE 6
E NOTE 2
RIGHT W21-SaR
ClaSED
"' - SEE NOTE 1
E NOTE 2
® W21-SbR
E NOTE 2
W20.1
T
Cx A
300� opU�
q�o02 F� �c
!�r �
y�A-
O
W20-7 SIGN
SUBJECT
PROPERTY,
TYp.
Lane Closure on a Tiro -Lane Roada•av Using Daggers
(Figure TTC-23.1)
\OTFS
dance.
1. Sign spacing distance should be 350'400' where the posted speed limit is 45 mph or less, and 501
where rho posted speed limit is greater than 45 mph.
2. Care should be exercised when establishing the limits of the work _one to insure maximum possible
sight distance in advance of the flagger station and transition, based on the posted speed limit and at
least equal to or greater than the values in Table 6H--3. General(v speaking, motorists should hmre a
clear line ofstgh{from the graphic jlagger.t7nbol sigh to the flogger.
ion:
3. °here RiPllt-of-Wav or eeometnc conditions prevent the use of 48" S 48" signs. 36" x 36" sims may be
used.
adard:
4. Flagging stations shall be located far enough in advance of the work space to permit approaching
traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for
o Q u g traffic in left lane to return to the tight lane befog reaching opposing traffic (see
Table 6H-3 on Page 6H-5).
5. All flaggers shall be state certified and have their certification card in their possession when
performing flagging dudes (see Section 6E.01. QualiScarions for Flazgei s).
6. Cone spacing shall be based on the posted speed and the values in Table 6H4 on Page 61
A shadow vehicle with at least one high intensity amber rotating. flashing, or' oscillating light
shall be parked 80'-120' in advance of the first stork crew.
ion:
8. A supplemental flag= may be required in this area to give advance warning of the operation ahead by
slowing approaching traffic prior to reaching the flagger station or opened Traffic
dance
9. If the queue of irifffic reaches the BE PREPARED TO STOP (TV34) sign then The sigru, and if used the
portable twnpormy rwtblestrtps 6102X jt, should be readjusted at greater distances.
10- IT'hen a highway -mil crossing exists within or upstream of the transition area and it is anticipated that
queues resulting from the lane closure might extend through life highKmvail grade crossing the
temporary traftc control -one should be extended so that the transition area precedes the highway -rail
crossing (see Figure =-56 for additional information on htghw)m=mil crossings).
adard:
11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08).
ion.
12. Cones may be eliminated wfien using a pilot vehicle operation or when the total roachvav width is 20
feet or less-
13. For low-voilmle situations with short work zones on straight road%ays where the flagger is visible to
14. When approved for use, three portable remporary rumble (PTRS) snips shall be installed acr
the entire travel lane adjacent to the BE PREPARED TO STOP (W'34) sign. The ports
temporary rumble scrips shall be monitored and adjusted as necessary during the work s
ensue proper placement on the roadway. When the PTRS are installed, the RUN BLE S
AHEAD (W'?C> \ ?6) sign shall also be utilized.
Posted Speed
0-35 mpb
Sri-__: m1h
PTRS S acino IC enter to C enter)
5 Feet
S Fect
I: Reridul-4'N01S
Q �
0
p
•Zp Qw �O
�Q PV
Uay�O
�A
EXISTING
GOODLOE LN
STATE ROUT"!
(30'PRESCRIPTIVE E S
GOODLOE L E
SINGLE LANE CLOSURE ALONG
GOODLOE LANE REQUIRED FOR
MILLING & OVERLAY WHERE THE
PROPOSED ROAD CONNECTS
T) INTO EXISTING PAVEMENT I-W20-7 SIGN
I
O �
1 � i
\ 1
.w
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TTC=23.1)
6*,
�T
dols 0 ��-.a�� _ G20-2 (V)
03w,1384'30 `
o a 500 E
min
1m
1
a
0
e
w-1DO,
NOLLtl1S 2f309Vlj
O
•
9-SEE NOTE
SHADOW VEHICLE
REQUIRED
0 SEE NOTE 4
O
a
0 50'-1W
o FLAGGER STATION
oe, SEE NOTE 2
+ 0i
r j PORTABLE -I
TEMPORARY
RUMBLE STRIPS
SEE NOTE 14
(OPTIONAL)
1: Revision 1-41L'2015
I
l t
"END ROAD WORK"
SIGN (G20-2)
. W20-7
W3-4
SEE NOTE 9
W20-V28'R
SEE NOTE 14
w2o-4
® tN20-1
"BE PREPARED TO
STOP" SIGN (W3-4)
Table ii Taper Length (L)
Posted Speed
Width of Offset (Feet)
Limit (mph)
9
10
11
12
Remarks
_ 25
95
105
115
125
L-_ S2W/60
30
135
150
165
180
1.
35
185
205
225
245
"
40
240
270
295
320
"
45
405
450
495
540
L=SW
50
450
500
550
600
"
55
495
550
605
660
"
60
540
600
660
720
65
585
650
715
780
"
70
630
700
770
840
"
Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the
posted speed. SW=L is desired for the shifting taper length with'/2L being the
minimum.
Table 611-3. Length of the Longitudinal Buffer Spacet
Posted Speed Limit (mph)
Distance (Feet)
<20
115-120
25
155 - 165'
30
200 - 210
35
250 - 260
40
305 - 325'
45
360 - 380
50
425 - 445
55
500 - 530'
60
570 - 600'
65
645 - 675
70
730 - 760
1: Revision 1-41112015
LEFT SHOULDER
CLOSED AHEAD"
SIGN (W21-5BL)
"ONE LANE ROAD /
PROPOSE AHEAD" SIGN (W20-4)
VDOT R/W
DEDICATION /
E f
o f E / h O
�tr �A Q
O
O f E f �j
iQ
Of E f Q � f E E E f f _f E E E E �t 9
f E E E f f f f E `ltr O
(�Of E f
F f E f E f f f f lE f / `2
O E E E E E E f fl f E E
ROAD WORKAHEAD"
SIGN (W20-1)
E f
E E E E
O E f f f E E f f f f E E E\ f f f E f E f
Of
04 f E f E E E E E f f E E E\ E f f f E f f
P f
O E f f E E E f E E E
O E E E f E E E •\f f f f
O QE
O f f E E E f f f f f E f E E �• f E E f E f
f E E f E E E E f. E E E
Q
OE E f E
o E GRAPHIC SCALE
O 0 60 0 40 80 160
P E E
O
Of
f
0 ( IN FEET )
O f 1 inch = 80 it
O f
320
;COTT /R. Cit'LLIN'
Lic. No. 035791
11/15/22
G
Z
O
=)
U
O
co
U
w
i
O
(D
ZQ
O_
d
co
(,
10W
cn
a
(n
'aar�U
O
LU
inZ
p
Z
O
O.
Ln
Z
w
in3
W
un
Q
J
_u
Z�
0
0
Lk
O�
N
z
N J
N
N
> O
Z LL
J z
J 1 Q
> z
O v
LI.-I
° Q
> c
_ LL
O
U � w
Y z
Iw- LU
a
LU LU
in -
W ct� I-
w U Q'
Zz
� 0
IJF-- U
LU O
J Q
V
0�
O
N
U
d W
JOB NO.
222207
SCALE
1 rr=80'
SHEET NO.
18
i