HomeMy WebLinkAboutSP202100017 Plan - Submittal (First) 2022-05-04L 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 Wood
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
.SiArmes
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
CONTRACTOR SHALL CONTACT
MISS UTILITY (811) IN ADVANCE
OF BEGINNING CONSTRUCTION
WORK IN ACCORDANCE WITH
MISS UTILITY GUIDLINES
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SIGNEE DATE
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REVISIONS:
1 02-18-2022
AS NOTED
12/13/2021
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COUNTY COMMENTS
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J.N. 2160 1 OF 3
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VARIOUS SUPPLEMENTAL PLANTINGS
_ CONSISTENT WITH NATIVE SPECIES
SUBJECT TO COUNTY APPROVAL
-
/ WBL PASSING LINE
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SPEED LIMIT 50 MPH SPEED LIMIT
EX 12" WATERLINE (APPROX. LOCATION) _ — 45 MPH _ _ _ _ _ ..
� - - TRUCKS 45 MPH _ _
— — -- ---- ---- —
DBL YELLOW LINE / / 30' WIDE
COMMERCIAL ENTRANCE BARRACKS ROAD D = 1" 35' 16", R = 686.20'
\ (SEE SHEET 3 FOR SIGHT DISTANCE) , I (S.R. 654, 60' R/W) A = 19.02', T = 9.51'
CB = S47" 58' 42"E, CL = 19.01'
�s SPEED LIMIT
FIRE 45 MPH — _EX TREES —PARKING SCREENING
I - n HYD I 601.52' — (SEE NOTE 4) \ \
EX TREES
(TO REMAIN)
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m10 9 8 7 6 5
EX 20" CEDAR
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EX 40" OAK / % EMPLOYEE PARKING fti
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CLASSROOM
475 FRONT SETBACK (TYP. x4) OOMBATHR\ I
20'x40' BAR GATE GRASS \ ��II / EVENT f - — STORAGE —
PARKINGGRASS) EA / I I h /
EX 4"-6"
,';oDBL LOCUST/ — — GRASS
20'WIDEGRAVEL / /
`/�° WALKI/ FIRE TRUCK ACCESS (AT GRADE) NG
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PAVILION ' 1 I
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\ I U, \ / �— 30,000 SF BUILDING ENVELOPE
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35 REAR SETBACK o^ I TWIN GROUP, INC.
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N48o 46' 20"W \ \ \159.88' \ \ \
GRAPHIC SCALE
CONCEPT PLAN 40 0 20 40 So I
1 SCALE: 1" = 40'
( IN FEET)
1 inch = 40 ft.
REDUCED
REDUCED SPEED, I EX 14" OAK
AHEAD \
- - N41 " 13' 40"E�
10.00'
�x—X—x—x—
3 BOARD, BLACK
WOOD FENCE, TYP.
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EX 20" OAK
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OVERHEAD ELECTRIC
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UTILITY POLE
GUY
GUY WIRE
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EXISTING WATERLINE
—w—w—w—
PROPOSED WATERLINE
--
BOUNDARY/RIGHT-OF-WAY LINE
—
SETBACK LINE
TREE LINE
— —580 —
EX CONTOURS
x—x—x
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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REVISIONS:
1 02-18-2022
2 03-07-2022
3 05-04-2022
AS NOTED
12/13/2021
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COUNTY COMMENTS
COUNTY COMMENTS
COUNTY COMMENTS
All rights reserved No pa of the material protected by this copyright
(plum, ideas, designs, secoans or details expressed o , these plans) may be
reproduced, changed or milixed in any foun or by my means, elecuumlc or
mechanical, including photocopying, warning, or by any other carman of
retdrval system without v nea permiwion from Tee Engineering and
Land Solutions, PC
Also, these plans may not be awigned to a third party without feet written
authotivtion of Terra Engineering� and Land Solutions, PC.
0 TERRA ENGINEERING AND LAND SOLUTIONS, PC
SHEET
C11
J.N. 2160 2 OF 3
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PLAN VIEW
ENTRANCE SIGHT DISTANCE
SCALE: 1" = 50'
610
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590
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570
560
550
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BARRACKS ROAD
(S.R. 654, 60' RIW)
SDR - 500' (40 MP
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GRAPHIC SCALE
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( IN FEET)
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500'
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SDR-
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ENTRANCE SIGHT DISTANCE
SCALE: H: 1" = 50' V: 1" = 10'
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SCALE:
ISSUED:
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REVISIONS:
AS NOTED
12/13/2021
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All rights reurved. No put of the material protected by this copyright
(plano, ideas, deeigo secu. or de ON eepceesed no these place) Dray be
reproduced, changed m udliud in any form oc by my means, elect ooic or
mechau cA fi d-g photocopying, ecay.mg, or by any other means of
retrieval syatrm without w permission, from T. Engmeecingand
Land Sduti., PC.
Alm, these plans may not be andgoed to a third party without feet written
authmivYon of Terra Eneoccriug and Land Solutions, PC.
® TERRA ENGINEERING AND LAND SOLUTIONS, PC
SHEET
C3.1
J.N. 2160 3 OF 3