HomeMy WebLinkAboutSP202100017 Plan - Submittal (First) 2022-08-03L 01
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PROJECT DATA:
PROJECT NAME: FOSTER FORGE SCHOOL
SITE ADDRESS: BARRACKS ROAD, WEST OF MONTVUE DR
CHARLOTTESVILLE, VIRGINIA22901
OWNER: AGUILERA, LLC
CONTACT: STEVEN L. DRIVER, PE, LS
AGENT: TERRA ENGINEERING AND LAND SOLUTIONS, PC
2374 STUARTS DRAFT HIGHWAY
STUARTS DRAFT, VA 24477
PHONE: 540-337-4591
FAX:540-337-5291
CONTACT: STEVEN L. DRIVER, PE, LS
TAX MAP: 60-68E
INSTRUMENT#
ZONING: RA - RURAL AREA, EC - ENTRANCE CORRIDOR, AIA - AIRPORT IMPACT AREA
MAGISTERIAL DISTRICT: JACK JOUETTE
EXISTING USE: VACANT LAND
PROPOSED USE: PRIVATE SCHOOL
ADJACENT PROPERTY USE: RESIDENTIAL AND PRIVATE SCHOOL
SITE AREA: 6.44 AC
WATER: PUBLIC
SEWER: PRIVATE
NOTES:
1. Contours are based on County GIS mapping and are 4' intervals.
2. Critical Slope areas are based on County GIS topo.
3. No disturbance of critical slopes is proposed. The only encroachment is a planned mulch trail which replaces
topsoil with permeable mulch. No change in grading or increase in runoff on critical slopes.
4. The existing pond will be modified as needed to meet stormwater management requirements. Althogh these
slopes exceed 25%, they will be treated as Manages Slopes.
5. Very little grading is needed for this concept. Most improvements will be constructed at or near existing grade.
6. This parcel does not lie within FEMA flood zones as defined on FIRM map 51003CO260D dated February 4, 2005.
7. This site is located within the Ivy Creek Water Supply Watershed.
TERRA ENGINEERING
AND
LAND SOLUTIONS
CIVIL ENGINEERS PLANNERS LAND SURVEYORS
2374 STUARTS DRAFT HIGHWAY STUARTS DRAFT, VIRGINIA 24477
PH. 540-337-4591 FAX 540-337-5291
DATE: 12/13/2021
VICINITY MAP
P= 2000'
Blrnam Woad
Albemarle
High Sch,>ol Camellia Gar&n
Georgetown Green
vRO% Montvue Westgate
REYNARD DR
PROJECT
SITE Sd rterb rook
TALLY-HO DR C&thLIF5t
FALCON DR - Northerly
COLONNADES
Hessian Hills
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Canterbury H11s
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Belfield
Lower US RT 250 gYP
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SHEET INDEX:
1 COA Cover sheet
2 C2.1 Concept Plan
3 C3.1 Entrance Sight Distance Plan & Profile
1. 2/18/2022
County Comments
2. 3/7/2022
County Comments
3. 5/4/2022
County Comments
4. 7/29/2022
Entrance Revisions
CONTRACTOR SHALL CONTACT
MISS UTILITY (811) IN ADVANCE
OF BEGINNING CONSTRUCTION
WORK IN ACCORDANCE WITH
MISS UTILITY GUIDLINES
UvalTiconf a CAR E
SIGNEE DATE
SCALE:
ISSUED:
DRAWN:
DESIGN:
CHECKED:
REVISIONS:
1 02-18-2022
2 07-29-2022
ASNOTED
12/13/2021
BE
SLID
COUNTY COMMENTS
ENTRANCE REVISIONS
of dem t=W protected by this copyright
, or dew& eepre.d m these rhos) may be
sl in any from m by my meaoe, elechonic or
:opylug, eooninp, m by my other mean of
Aho, these plaoa may rot be assigned w a third parry whhaut fit written
authmi=tion ofTe Euoi ring and Land Solutions, PC.
® TERRA ENGINEERING AND LAND SOLUTIONS, PC
SHEET
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J.N. 2160 1 OF 3
VARIOUS SUPPLEMENTAL PLANTINGS oq
_ - CONSISTENT WITH NATIVE SPECIES _
--�--- -- -- ` -- SUBJECT TO COUNTY APPROVAL SPEED LIMIT 50 MPH SPEED LIMIIH=
EX 12" WATERLINE (APPROX. LOCATION) 7 — TRUCKS 45 MPH — .. .. .. ..
---- ---- ---- ---- — — — ---- ---- ---- — --- ---- ---- —� -- — -- w — --- -- = — — — — ----w — — — — — — — — — — — — ---- ---- --
ZWBL PASSING LINE 1 I 30WIDE
— COMMERCIAL DBL YELLOW LINE ENTRANCE BARRACKS ROAD D = 1° 35' 16", R = 686.20'
100' RIGHT TURN TAPER , (SEE SHEET 3 FOR SIGHT DISTANCE) \ \ (S.R. 654, 60' RW A = 19.02', T = 9.51'
\ \ I CB = S47° 58' 42"E, CL = 19.01'
REDUCED SPEED EX 40" OAK
AHEAD \ -� � s I SPEED LIMIT —
FIRE 45 MPH — —
_ _ S48° 46' 20"E I HYD — PARKING SCREENING -
-- N410 13' 40"E 8 - - - __ __ __ - n EX TREES P N
10.00' EX 20" OAK , b sNY,*,,. I 601.52' _ - _ _- (SEE NOTE 4) __
\ EX 14" OAK /� e g g ;) � � EX TREES
REMAIN)
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a —x ��X X—X— X ..vr�ia r� g610 9 8 7 6 5 4 3 2 1 f
\ GATE x�EX 20" CEDAR / m
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STUDENT, TEACHER & / I
` ` 3 BOARD, BLACK / �I = I
WOOD FENCE, TYP.' PADDOCK I / 14 x18 EMPLOYEE PARKING _ �ry I
GRASS x / I CLASSROOM / I
75' FRONT SETBACK I GATE \ \ I / (TYP x4)
BA10'x24'
\ / — BATHROOM /
1 \ < L x —� _ — -t
J x—x—= �0x40 BAN STORAGE
EVENT
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EX 4"-6„ / v>
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DROP-OFF LOOP
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ASSEMBLY HALL
\ \ u 1 `.� N, .. .: ..': -;:. '.-y.-,. _ _ - /yUC J i / G W/
HCP PARKIN
\ \ ,Z I '':1, Lr-%'-rx:.`. ' ' 4, wgGk/ �I
N ABOVE GRADE
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\ Fes:' m AGUILERA, LLC I SMALL �,y°' \ TWIN GROUP, INC.
? J \ FOOTBRIDGE /
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CoI I \ 14'x18' "' \ �V�
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FIELD SCHOOL SMALL
OF CHARLOTTESVILLE I "` t = "'- FOOT BRIDGE /rjSu J.I
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^b
cc 60-68D
TWIN GROUP, INC.
/ MULCH WALKING TRAIL
CRITICAL SLOPES
\ \ ���fl° /
I / - \ 6 I
IN
TREES
Y 20'x4O' OPEN AIR I / \ �(TO REMAIN) \
U PAVILION
\ U, \ BATHROOM / — 30,000 SF BUILDING ENVELOPE =' •:c
I I I (AS APPROVED FOR SUBDIVISION)
w STORAGE-':,.:__.:
\ I �
\ \ N I I GRASS i \\
\ \ I I X\\ \
N43° 05' 41 rw \
1 \ TREES (TO REMAIN) .' .
-560 60-68B
35 REAR SETBACK o^ I TWIN GROUP, INC.
\ N48\'20"W \ \ \159.88' \ \ \
CONCEPT PLAN
SCALE: 1" = 40'
I
OHE
OVERHEAD ELECTRIC
UPja
UTILITY POLE
GUY
GUY WIRE
--w---
EXISTING WATERLINE
—w—w—w—
PROPOSED WATERLINE
--
BOUNDARY/RIGHT-OF-WAY LINE
—
SETBACK LINE
TREE LINE
— —580 —
EX CONTOURS
x—x—z
FENCE (3 BOARD, BLACK, WOOD)
CRITICAL SLOPES
NOTES:
1. CONTOUR LINES ARE BASED ON COUNTY GIS DATA AND ARE AT 4' INTERVAL.
2. WATER IS AVAILABLE TO SITE VIA EXISTING WATERLINE ALONG BARRACKS ROAD.
3. STRUCTURES SHOWN HEREON ARE FOR CONCEPT PURPOSES ONLY AND ARE
SUBJECT TO MINOR REVISIONS AS MAY BE REQUIRED DURING FINAL SITE PLAN
REVIEW TO BE IN COMPLIANCE WITH BUILDING SETBACKS.
4. SUPPLEMENTARY ON -SITE SCREENING IS TO BE WITH NATIVE SPECIES AND WILL
BE PROVIDED ALONG THE PROPOSED PARKING AREA IN ACCORDANCE WITH
SECTION 32.7.9.7, SUBJECT TO COUNTY APPROVAL.
5. LIMITS OF DISTURBANCE TO BE DETERMINED AT FINAL SITE PLAN.
6. APPLICANT IS CONSIDERING COMPOSTING TOILETS AND/OR INCINERATOR
TOILETS. IN COORDINATION WITH VDH AND BUILDING CODE REQUIREMENTS, THE
DOMESTIC WATERLINE MAY BE EXTENDED TO THE BUILDINGS. ACCORDINGLY A
GRAY WATER DISCHARGE SYSTEM MAY BE UTILIZED.
7. THE 30,000 SF BUILDING ENVELOPE IS SHOWN PER THE PREVIOUSLY APPROVED
SUBDIVISION PLAN AND INCLUDES A SUITABLE AREA FOR CONVENTIONAL
DRAINFIELD. THIS PROVIDES AN OPTION TO THE USE OF ALTERNATIVE WASTE
WATER SYSTEMS.
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SCALE:
AS NOTED
ISSUED:
12/13/2021
DRAWN:
AE
DESIGN:
CHECKED:
SL D
REVISIONS:
1 02-18-2022
COUNTY COMMENTS
2 03-07-2022
COUNTY COMMENTS
3 05-04-2022
COUNTY COMMENTS
4 07-29-2022
ENTRANCE REVISIONS
All rights reserved No pro of the material protected by this copyright
(plum, ideas, designs, sections or details expressed o , these plans) may be
reproduced, changed or utilized in any fog or by my means, electronic or
mechanical, including photocopying, scanning, or by any other mean of
retrieval sysmm without v nca permiwion from Ten Emgmeering and
Land Solutions, PC
Al
GRAPHIC SCALE Man, there m�
eplaneeynotbeagnedtoathirdparttyanthmmts.xw"r tte
authorization of Terra Engimmening;� and Land Solutions, PC.
40 0 20 40 80 160 ® TERRA ENGINEERING AND LAND SOLUTIONS, PC
( IN FEET)
1 inch = 40 ft.
SHEET
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J.N. 2160 2 OF 3
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\ r TRUCKS 45 MPH SPEED LIMIT 50 MPH SPEED LIMIT —+
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- 500'
BARRACKS ROAD ORIGINAL ENTRANCE LOCATION ' ) / / VDOT MIN SD FOR 45 MPH
I I I —INCREASED SDR - 565' (EQUIV 51 MPH)
l 7 ` (S.R. 654, 60' RIVu)\
/) SDL - 610' (55 MPH) _
IMIT 0
14.5' SPEED
4bLMPH
-- — 1 \
B i /
\ NEW ENTRANC\ CATION 105'\ � riw�
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PLAN VIEW
ENTRANCE SIGHT DISTANCE
SCALE: 1" = 50'
610
•II
590
Rm
570
560
550
GRAPHIC SCALE
25 50 100
( IN FEET)
1 inch = 50 ft.
3.5
VDOT MIN SD
SDR
FOR 45 MPH - 500'
565' (EQUIV S=PH)
INCREASED
EX GROUND
3.5' /
NEW ENTRANCE
/
ELEVATION
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CID
10 + 11 + 12 + 13 + 14 + 15 + 16 + 17 + 18 + 19 + 20 + 21 + 22
PROFILE VIEW
ENTRANCE SIGHT DISTANCE
SCALE: H: 1" = 50' V: 1" = 10'
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SCALE:
ISSUED:
DRAWN:
DESIGN:
CHECKED:
REVISIONS:
1 07-29-2022
AS NOTED
12/13/2021
AE
SLD
ENTRANCE REVISIONS
All rights reserved. No put of the m.tedal protected by this copyright
(Plain ideas, anged,sectionsordefe mby mtheveplans)maybe
reproduced, md.ddmutilisedivany .mbyany mean, electronicf
mecbaniwl,, fi A� photocopying. scanning, m by any other mmg a of
retrieval system without writrw perti.,nCom Tern Pg�avd
Land Soutions, P.
Aleo, these plain may mt be migned w a third party wi&mt fast written
authmi=lion ofTe P.uoi riug and Land Solutions, PC.
® TERRA ENGINEERING AND LAND SOLUTIONS, PC
SHEET
C3oI
J.N. 2160 3 OF 3