HomeMy WebLinkAboutWPO201500055 Plan - As-built WPO VSMP 2020-01-08SITE DATA:
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG. KOTARSKI@TIMMONS.COM
TAX MAP PARCEL: 61Z-3-5A
LIMITS OF DISTURBANCE: 1.36 AC
ZONING: PUD, SPECIAL USE PERMIT 2014 (SP201400010), ZONING MAP AMENDMENT
(ZMA 198000026), SPECIAL USE PERMIT 1980 (SP198000063)
MAGISTERIAL DISTRICT: RIO
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
2815 N AUGUSTA ST
SUITE C
STAUNTON, VA 24401
TELEPHONE: 540-885-0920
CONTACT: PAUL HUBER
PAUL.HUBER@TIMMONS.COM
SURVEY CONDUCTED: JANUARY 17, 2014
DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
BUILDING SETBACKS: FRONT: OFT
REAR:20FT
SIDE: 20.5FT(SW PROPERTY LINE, OFT OTHERWISE)
BUILDING HEIGHT: 62' (4 - 12' FLOORS OVER 14' BASEMENT, STEPBACKS PROVIDED)
BUILDING SQUARE FOOTAGE: 85,730 SF
BUILDING FOOTPRINT: 19,763 SF
OPEN SPACE PROVIDED: 0.31 ACRES (31.96%)
PROPOSED USES: HEALTHCARE
PROPOSED UNIT: 83
TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.91 ACRES
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: MEADOW CREEK WATERSHED
PARKING:
PARKING REMOVED: 21 SPACES
PARKING ADDED: 22 SPACES
NET GAIN: 1 SPACES
MANAGED STEEP SLOPES ARE LOCATED WITHIN THE PROJECT LIMITS. SEE SHEET COA.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
Kristopher L. Caister
Lic. No. 3087
O1/03/2020
SURV��O
CERTIFICATION OF AS -BUILT SURVEY
inonweaIt1i
Starbucks
Charlr.rtes,rlIle
Fashion Sy:,ale Mall
Wood Grill Buffet
tt� 2
�— SITE LOCATION
eAh,ClL41_ANDS
BRANC'hiLAfti D
RETIRE VILLA( E
r�k ytr'
4,
W ' 111`'
OWNER:
WIAL LLC
200 WESTGATE PARKWAY SUITE 203
HEN RICO, VA 23233
CONTACT: GRAHAM ADELMAN
EMAIL: CAMBRIDGEHEALTH@MSN.COM
OWNERS REPRESENTATIVE11
:
MILESTONE PARTNERS
300 2ND ST NE
CHARLOTfESVILLE, VA 22902
CONTACT: L.J. LOPEZ
TELEPHONE: (434) 245-5803
EMAIL: LLOPEZ@MILESTONEPARTNERS.CO
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
I, KRISTOPHER L. CAISTER, A LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF
VIRGINIA, DO HEREBY CERTIFY THAT THE AS -BUILT CONDITIONS DEPICTED HEREIN
ACCURATELY REFLECT THE CONSTRUCTION OF THE REFERENCED SITE. THE FACILITIES HAVE
BEEN FOUND TO BE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION PLANS UNLESS
NOTED OR IMPLIED OTHERWISE.
LICENSE NO. 3087
APPROVED
by the Albemarle County
Community Development Department
Date fS- 2-0$L o
File -ar P rt.
AS -BUILT SURVEY
BY TIMMONS GROUP
DATE OF SURVEY:
MAY 02Y 2018 & JUNE 12Y 2018
BOLD AND/OR BOXED
INFORMATION IS
AS -BUILT
AS -BUILT SURVEY NOTES:
1. HORIZONTAL DATUM BASED ON NAD83 (NA 2011)
VA S. & VERTICAL DATUM IS NAVD88 PER
ORIGINAL SURVEY BY THIS FIRM. LEGACY
CONTROL FOR SITE RECOVERED AND VERIFIED.
Sheet List Table
Sheet Number
Sheet Title
COVER
CO.0
C1.2
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLI PION PLAN
C4.0
SITE LAYOUT
C5.0
STORMWATER MANAGEMENT PLAN
C5.1
STORMWATER DETAILS
C6.0
PROFILES
r ;_ P1414
GARDEN LANDSCAPE PLAN
L-1
TOTA1 . tinRGHFETr�
"BRANCHLANDS STORM REVISIONS - 2017-11-28"
1 TOTAL: 9 SHEETS
APPROVALS
DATE
DEPARTMENT OF COTMWNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
W
Cn
J
NO.
DATE
ISSUE
1
11/17/15
REVISED PER COMMENTS
2
1/19116
REVISED PER COMMENTS
3
3/9/16
REVISED PER COMMENTS
4
4/12/16
REVISED PER COMMENTS
5
6/17/16
APPROVED PLAN
o
0
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA l WESTVIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 2ND ST SE
CHARLOTTESVILLE, VA 22902
TEL 434.295.5624
FAX 434.295.8317
www.timmons.com
Site Development l Residential l Infrastructurel Technology
TIMMONS GROUP
STAUNTON OFFICE
28 IMPERIAL DRIVE,
STAUNTON, VA 24401
540.885.0920
KEY PLAN
Per-Akins has-CLman
520 WEST SIXTH STREET
CHARLOTTE, NC 28202
T. 704.940.0501
F. 704.362.4602
Owner:
WIAL, LLC
200 WESTGATE PARKWAY, SUITE 203
HENRICO, VA 23233
Owner's Representative:
MILESTONE PARTNERS
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Construction Manager:
WM JORDAN
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil / Site:
TIMMONS GROUP
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
Landscape:
ANHOLD ASSOCIATES
8311 ROCKFISH GAP TRNPK GREENWOOD, VA
22943
Structural:
LAURENE RICKHER & SORRELL
8701 RED OAK BLVD # 520 CHARLOTTE NC 28217
Mechanical & Plumbing:
OPTIMA ENGINEERING
1927 S TRYON ST #300 CHARLOTTE NC 28203
Electrical:
OPTIMA ENGINEERING
1927 S TRYON ST #300 CHARLOTTE NC 28203
Food Service:
CORSI ASSOCIATES
1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD,
PA 19064
PROJECT TITLE:
BRANCHLANDS
MEMORY CARE
ASSISTED LIVING
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING TITLE:
SCALE: AS NOTED
ctimu
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
STEEL CAP
1
'
6" DIA. STEEL PIPE
as
FILLED WITH
CONCRETE AND
POWDER COATED
3.5'
a,
(COLOR TO BE
SELECTED BY
OWNER)
PAVEMENT PATCH
I_I II ITI I '
,1
�'
I I I Till I MI i
I I I( I I
°d
I
-III-III-III-I I
-I -I --III-
3.5'
e a
2'-0" DIAMETER
a
3,000 PSI AIR -ENTRAINED
a
CONC. FOOTING
-2" MINIMUM CONCRETE
-
BELOW STEEL PIPE
BOLLARD DETAILNo Scale -�
FRAME & COVER
(SEE FIG. S - I - D,E)
SLOPED AREA-"
2'-0"
STREET SURFACE OR
NON - PAVED AREA
V-0" MAX
RUBBER COATED STEEL
STEPS CAST IN PLACE
3' - 0" MIN
PRECAST REINFORCED
°
CONCRETE SECTIONS
12 MIN
"On RING SEALS
4
16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.5"
4'- 0"
51
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
CONCRET
VARIES
DEPTH OF FLOW FILLETS
CHANNEL TO BE
3/4 DIAMETER OFJ_
CONTRIBUTING
-- ==--
SEWER.
a
a
a °
12°
A FILLETED INVERT FOR A SMOOT
4
a
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6 , B EDDING
NOTE
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOTHE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER
MANHOLES SHALL HAVE
EXTENDED OR NON - EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT,
TYPICAL MANHOLE
SECTION
(;HnWIN(; RRANCH
TIE - IN
N.T.S
FIG. S-1-A
TD-21
SEE ROAD PLANS
MAX. 6'-0" MAX. 6' 0" GRIPPING RAIL FOR RETAINING HR 1
41/2" O.C. %4" NPS PIPE PICKET WALL DETAILS.
O.C. % SOLID PICKET MAX. 6' 0" MAX. 6' 0"
I I I /2" DIA. SOLID STEEL SMOOTH
RODI I I I 11" STDANDARD (PPE. OR
N =
I I I I
I I I GR
ELEDCTRODE
ANCHOR
RAIL EXPANSION JOINTS AT
INTERVALS NOT EXCEEDING
1'
3" MAX.
BOLTS
4" O.C.-�{
ll ll
30 FEET.
(TYP.)
V-3"
POSTS 2" MIN. NPS (2.375' O.D.) SCHEDULE 80 PIPE
i0
12"
RETAINING WALL
RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
MIN
EXPANSION JOINT
PICKETS : %4" MNPS (1.05" O.D.) SCHEDULE 40 PIPE
3" MAX.
OR 58IN. MIN. SOLID STEEL SMOOTH ROUND ROD
HR-1 TYPE II PEDESTRIAN RAILING
ANCHOR BOLTS
(FOR USE ALONG SIDEWALKS AND RAMPS)
SEE ROADWAY PLANS
OR TYPICAL SECTIONS
2" min.
12"
MIN
CONCRETE STEPS
FOR DISTANCE TO
1/2" NPS SCHEDULE 40 PIPE
POSTS 11/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE
SIDEWALK OR SHARED
GRIPPING RAIL
RAILS : 1/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE
USE PATH.
GROUNDING
ELECTRODE
HR-1 TYPE I HANDRAIL
12"
21/4" min.
(FOR USE ALONG STEPS)
MIN.I
NOTES
SOLID STEEL
1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL
SMOOTH ROUND ROD
ASPECTS OF FABRICATION AND INSTALLATION OF RAILING,
CONCRETE FOOTING TO
GRIPPING RAIL DETAIL
INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE
ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL
BE DESIGNED BASED QN
ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS)
BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER,
SOIL CONDITIONS.
12"
HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN
MIN. GRIPPING RAIL SHALL BE INSTALLED WHEN
THE COMMONWEALTH OF VIRGINIA.
THE SIDEWALK OR RAMP GRADES ARE EQUAL
2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN
ER 5RTHETCOSTOFG
EARTH FOUNDATION DETAIL
THE CURRENT BRIDGE
TOCOACDHEVEEA
NCBE OTHAN
RAIL°WILLRBET
UNIFORM COATING ONWITH
ALL SURFACES VENTINGAANDS
(FOR USE WITH TYPE II & III RAILINGS) THE RAILING.
DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE
SHOP DRAWINGS.
3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307,
ASTM A563,AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN
MAX. 6'-0''MAX. 6'-0"
SEE ROAD PLANS
ACCORDANCE WITH AASHTO M314, GRADE 36.
41/2" O.C. %Q" NPS PIPE PICKET
4"
FOR RETAINING
4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL
41/8" O.C. " SOLID PICKET
4"
WALL DETALS.
LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL
BE INCLUDED IN THE SHOP DRAWINGS.
5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS,
AND STEPS.
I
I
6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS.
7. ALL POSTS AND PICKETS SHALL BE SET PLUMB.
i
(
8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
i
GROUNDING INSTALLATION TO BE IN ACCORDANCE
EATTERIALS
WITH SD
9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU
I
I
OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM
ANCHOR
THE MANUFACTURERTHAT PROJECT
RAIL EXPANSION JOINTS AT
1,
BOLTS
MET WITH RAILINGRIFYING SYSTEM SHAL BE SUBMITTED WITHTTHERE
INTERVALS NOT EXCEEDING
3" MAX. '
INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN
30 FEET.
ACCORDANCE WITH NOTE 1.
V-3" POSTS
:2" MIN. NPS (2.375' O.D.) SCHEDULE 80 PIPE
10, HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF
RETAINING WALL RAILS
2 MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
EXPANSION JOINT PICKETS
: %" MIN. NPS (1.05' O.D.) SCHEDULE 40 PIPE
5/"
GROUNDING
11, THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR
PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION
OR MIN. SOLID STEEL SMOOTH ROUND ROD
ELECTRODE
TO ANY VEHICULAR
FIR-1 TYPE III BICYCLE RAILING
FORRVEHICULART RO ECTONTSTANDARD GUA DRAILISHOULD
(FOR USE ALONG SHARED USE PATHS)
BE USED.
SPECIFICATION
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN
THE CENTRAL OFFICE.
XVDJT
REFERENCE
STANDARD HANDRAIL
ROAD AND BRIDGE STANDARDS
105
METHOD OF LOCATING AND ERECTING
REVISION DATE
SHEET 1 OF 1
504
504
VIRGINIA DEPARTMENT OF TRANSPORTATION
7/11
601.05
FI
W
Br
u
z
F-
u
_J
O
I CONC. BASE
H SLOPED TO FLOW
INEL 1 /4" 1' MIN
BRANCH
FIONS TO
......dHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION BOOT
INSTALLED
TYPICAL MANHOLE PLAN
1�HnWINC, R RANCH TIE - IN
NTS
FIG. S -I - B
TD - 2 3
METAL INSPECTION FRAME W/ SOLID LID
EXIST GRADE \ /� (NEENAH R-1975 OR EQUIVALENT)
)..:( 3" CONCRETE COLLAR
CRUSHED STONE BEDDING
�6" DI CLEANOUT
PLUG AT END
OF LINE
OLEANO T DETAIL
No Scale
- TOP OF WALL ELEV. VARIES
GEOGRID REINFORCING As
SPECIFIED BY
O MANUFACTURER
_ STONE FILTER BLANKET
CONTINUOUS ALONG WALL
0 AS SPECIFIED BY
--- �� MANUFACTURER
BOTTOM OF WALL
ELEV. VARIES I
%�T�T\%�T -- REINFORCED FILL_
\\,\�/\\x\�\
FOUNDATION SOIL
FOUNDATION AS REQUIRED PERFORATED PIPE AT BASE OF WALL;
BY MANUFACTURER DAYLIGHT AT END OF WALL
NOTES:
1 . ALL WALLS OVER 2.5' IN HEIGHT SHALL HAVE A PEDESTRIAN IMPEDIMENT AT THE TOP OF WALL.
2. THE WALL DESIGN DEPICTED IN THIS DETAIL IS FOR GENERAL INFORMATION PURPOSES ONLY. THE
DESIGN -BUILDER SHALL CONTRACT WITH A WALL MANUFACTURER WHO WILL COORDINATE WITH THE ITL TO
IDENTIFY EXISTING SOIL CLASSIFICATIONS, SOIL DENSITY/UNIT WEIGHT, SHEAR STRENGTH, SOIL FRICTION
ANGLE, AND WATER TABLE ELEVATIONS AT ALL WALL LOCATIONS. THE WALL MANUFACTURER SHALL THEN
PROVIDE A WALL DESIGN SIGNED AND SEALED BY A LICENSED PROFESSIOINAL ENGINEER (REGISTERED IN THE
STATE OF VIRGINIA) THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION:
-GEOGRID MANUFACTURER AND MODEL/SERIES
-BACKFIL L SOIL MATERIALS
-SIZE AND CONFIGURATION OF THE FOOTING, INCLUDING STONE TYPE AND SIZE
--TYPE AND SIZE OF ANY STONE DRAINAGE COLUMNS
-LOCATION AND DETAILS FOR ANY UNDERDRAINS REQUIRED
-TREATMENT FOR ANY SPECIAL STRUCTURES SUCH AS PIPE PENETRATIONS, SECURITY GRATES AND HANDRAILS
-SPECIAL DESIGN CONSIDERATIONS SUCH AS ADDITIONAL LOADINGS FROM PARKING, ROADWAY TRAFFIC,
GUARDRAILS AND SIDEWALKS FROM ABOVE
-ANY PERTINENT CONSTRUCTION NOTES
'SEGMENTAL BLOCK RETAINING WALL DETAIL
No Scale
_ E 1
Q
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0 0
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111
!
TD-25
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1 /4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN
OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET,
SALT--/
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SERVICE LATERAL
SECTION
45 ° 0'0"
NA
IN LINE WYE -TEE
PLAN
VARIES
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S - 2
TD-27
DATE
ISSUE
-_
_NO.
I i11/17/15
REVISED PER COMMENTS
v2
1/19/16
REVISED PER COMMENTS
3
3/9/16
REVISED PER COMMENTS _
4
4/12/16
REVISED PER COMMENTS
5
6/17/16
APPROVED PLAN
41
�1101 IS
YOUR VISION ACHIEVED THROUGH OUSTS.
THIS DRAINING PREPARED AT THE
CHARLOTTESVILLE OFFICE
9;9 2ND S! SE
CHARLOTIFSVILI.E, VA 22902
TEL 434,-95.5621
FAX 434.295.0317
www.[imm:ms.com
Site DeveloPtnent Residential l Infrastructurel Technology
SEAL
TIMMONS CROUP
STAUNTON OFFICE
28 IMPERIAL DRIVE,
STAUNTON, VA 24401
540.885.0920
KEY PLAN
perliuns' Fn�askauan
520 WEST SIXTH STREET
CHARLOTTE, NC 28202
T. 704.940.0501
F. 704,362.4602
Owner:
'lt`'3gm., Lax
200 WESTGATE PARKWAY; SUITE 203
HENRICO, VA 23233
Owner's Representative:
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Construction Manager:
WWI JOVIDA I
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil / Site:
T11IJBIVIONS GROUP
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
Landscape:
ANHOOL SSOCIATIES
8311 ROCKFISH GAP TRNPK GREENWOOD, VA
22943
Structural:
LAUREN
8701 RED OAK BLVD 520 CHARLOTTE NC 28217
Mechanical & PILImbing
1927 S TRYON ST #300 CHARLOTTE NO 28203
Electrical:
f"d"I1�J1Ji EIM61NEETUNIG,
1927 S TRYON ST #300 CHARLOTTE NC 28203
Food Service:
CORSI ASSOCIATES
1489 BALTIMORE PIKE. SUITE_ 109 SPRINGFIELD,
PA 19064
PROJECT TITLE:
BRAN-..,
MMY CARE &
A -rD L I
`1250 BRANCHLANDB DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING -TITLE:
0 & DTA
SCALE: AS NOTED
f
r
�w
SUBMISSION TO ALBEMARL.E COUNTY
08/24/2015
NO.
DATE
ISSUE _
11/17/15
REVISED PER COMMENTS
_1
2
1/19/16
REVISED PER COMMENTS
3
3/9/16
REVISED PER COMMENTS
4
4/12/16
REVISED PER COMMENTS
5
6/17/16
APPROVED PLAN
YOUR VISION ACHIEVED THROUGH OURS.
"I R(, T'kTH r.: a. I ..Ps— VIRGI:'vl.:
THIS DRAWING PREPARED AT THE
CHARLO,rTESVILLE OFFICE
919 2ND ST SE
CHARLOFFESVILLE, VA 22902
TEL 434.2%5624
FAX 434.295.8317
wvalv.timmons.com
Site Development IResidential I Litrastructurel iechnolo9y
TIMMONS GROUP
STAUNTON OFFICE
28 IMPERIAL DRIVE,
STAUNTON, VA 24401
540.885.0920
SEAL
KEY PLAN
520 WEST SIXTH STREET
CHARLOTTE: NC 28202
T. 704.940.0501
F. 704.362.4602
Owner:
1UIIL, L LC
200 WESTGATE PARKWAY, SUITE_ 203
HENRICO, VA 23233
Owner's Representative:
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Construction Manager:
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil / Site:
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
Landscape:
8311 ROCKFISH GAP TRNPK GREENWOOD; VA
22943
Structural:
8701 RED OAK BLVD # 520 CHARLOTTE NC 28217
Mechanical & Plumbing:
OPTIM V_MVjHME9R1HG
1927 S TRYON ST #300 CHARLOTTE NC 28203
Electrical:
OPTIMA
1927 S TRYON ST #300 CHARLOTTE NC 28203
Food Service:
O SI JAISOCI-ATS
1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD,
PA 19064
PROJECT TITLE:
BRAN A =eDo
V ,_ Y CARE
fl,�ST"-C--LIVINUI
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT NO; 55930.00
DRAWING TITLE:
EXISTING
SCALE: AS NOTED
C2mO
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
'(3)
Js
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EMERGENCY
5 VEHICLE
Q \ 11E TURNAROUND
AREA5'
RETAINING WALL
MAXIMUM HEIGHT
5.84'---\\,37.8.5'-gg'
RETAINING WALL
SCREENING
FENCE--' MAXIMUM HEIGHT
V,
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NO. DATE ISSUE
1 1,1/17/15 -REVISED PER COMMENTS
2 1/19/16 REVISED PER COMMENTS
3 3/9/16 REVISED PER COMMENTS
4 4/12/16 REVISED PER COMMENTS
5 6/17/16 APPROVED PLAN
ou
'T 9 1 d h' 4 0 H S GJ kI I - J) P
YOUR VISION ACHIEVED THROUGH OURS.
vlrl,(Hlll I rJOR111CAR011NA I %WCTVIRCAMIA
I HIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 2ND ST SE
CHARLOTFESVILLE, VA 22902
TEL 434.295.5624
FAX 434.295.8317
Site Developnient(Reside nteal linfrastructurel Technology
�t�(ONAL'P!T%r
TIMMONS GROUP
STAUNTON OFFICE
28 IMPERIAL DRIVE,
STAUNTON, VA 24401
540.885.0920
SEAL
KEY PLAN
Perldns Eastman
520 WEST SIXTH STREET
CHARLOTTE, NC 28202
T. 704.940.0501
F. 704.362.4602
Owner:
W111,1L, LLC
200 WESTGATE PARKWAY, SUITE 203
HENRICO. VA 23233
Owner's Representative:
MILESTONE PARTNERS
300 _ND STREET NE CHARLOTTESVILLE. VA
22902
Construction Manager:
VVPA JORDAN
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil I Site:
TdIMMON-S GROUP
STREET S.E. CHARLOTTESVI
919 _ND LLE VA
22902
Landscape:
AiNHOLD ASSOCIATES
8311 ROCKFISH GAP TRNPK GREENWOOD, VA
22943
St
ruCtUral:
LAURENVE 911C11HP-11 I-& SORRELL
8701 RED OAK BLVD # 520 CHARLOTTE NC 28217
Mechanical & Plumbing:
OPTIMAX EHGIN�E-RING
1927 S TRYON ST #300 CHARLOTTE NC 28203
Electrical:
OPTINIA F-l"JOANEERINU
1927 S TRYON ST #300 CHARLOTTE NC 28203
Food Service:
CORSI ASSOCIATES
1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD,
PA 19064
PROJECT TITLE:
BRANCH LAN DS`�
MEMORv, CARE &
Az'--) 0 1 -FE D
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No, 55930.00
DRAWING TITLE:
I T E L A"I
SCALE: 1" 20'
s,q
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
NO.
DATE
ISSUE
11/17/15
REVISED PER COMMENTS
—1
2
1/19/16
REVISED PER COMMENTS
3
3/9/16
REVISED PER COMMENTS
4
4/12/16
REVISED PER COMMENTS
5
6/17/16
APPROVED PLAN
�
Z
'y I m T4 0 545 6 IR 0 U P
YOUR VISION ACHIEVED THROUGH OURS.
I N()1011c4110L!N: - I
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 2ND ST SE
CHARLOTTESVIILF, VA 22902
TFL 434.2955624
FAX 434.295.8317
www.ummons.com
Site D-1.p.—A lResidential I Infrastructure I Technology
TIMMONS GROUP
STAUNTON OFFICE
28 IMPERIAL DRIVE,
STAUNTON, VA 24401
540.885.0920
SEAL
KEY PLAN
pe-n---lia, ns R a-stin-101,11
520 WEST SIXTH STREE F
CHARLOTTE, NC 28202
F. 704.940.0501
F. 704.362.4602
Owner:
vVIAL, LLC
200 WESTGATE PARKWAY, SUITE 203
HENRICO, VA 23233
Owner's Representative:
PJ1JL1z.5'r0NE PARTNERS
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Construction Manager:
VAY] JORDAN
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil / Site:
'll"iININIONG GROUI P
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
Landscape:
8311 ROCKFISH GAP TRNPK GREENWOOD. VA
22943
Structural:
LAUR04E RIC11P!Ek & SW614ELL
8701 RED OAK BLVD # 520. CHARLOTTE NC 28217
Mechanical & Plumbing:
OPTINI-A VNIGHHEIERING
'1927 S TRYON ST #300 CHARLOTTE NC 28203
Electrical:
OPTINIA
1927 S TRYON ST #300 CHARLOTTE NC 28203
Food Service:
CORSI ASISSOCIIA'rvs
1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD,
PA 19064
PROJECT TITLE:
B
I RAN G_',"H.Lrb\N DIS,
M EM'. 0-- 1 R, 1 Y A ARE
E &
A ED% 0, 1 "'T' E D L I V I N
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
SCALE:
SUBMISSION TO ALBEMARLE COUNTY
08/24/20'15
INSERTA TEE [DETAIL
NTS
_; r
II I a;��
CONVEYANCE PIPE
MATERIAL MAY VARY
(PVC, HDPE, ETC.) I -T I'J
ids uF
INSERTA TEE
_
CONNECTION
PLACE ADS GEOSYNTHETICS 315 WOVEN
GEOTEXTILE (CENTERED ON INSERTA-TEE
SECTION A•A
INLET) OVER BEDDING STONE FOR SCOUR
PROTECTION AT SIDE INLET CONNECTIONS.
GEOTEXTILE MUST EXTEND 6" 150 mm)
PAST CHAMBER FOOT
NOTE:
PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS.
CONTACT STORMTECH FOR MORE INFORMATION.
DO NOT INSTALL
INSERTA-TEE AT
CHAMBER JOINTS
Ir
INSTML.Lr=v, L cry I Mi
OVER CORRUGATION
SIDE VIEW
CHAMBER
MAX DIAMETER OF
INSERTA TEE
HEIGHT FROM BASE OF
CHAMBER (X)
SC-310
6" 150 ni
4" (100 mm)
SC-740
10" (250 mm)
4" (100 mm)
DC-780
10" (250 ni
4" (100 mm)
MC-3500
12" (300 mm)
6" (150 mm)
MC-4500
'12" (300 mm)
8" (200 mm)
INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS
GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1, 2) INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D,
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS MANUFACTURER
RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADSMANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50.05.
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO.7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4`- 24").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012.
6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.
(5) ADAPTER ANGLES VARIABLE
0' - 360' ACCORDING TO PLANS
4" MIN ON 8" - 24"
6" MIN ON 30"
TOP OF 4' WEIR
PLATE 426.70
TOP OF STIR 106
430.04
TOP OF STORAGE
/ 427.20
TOP OF WEIR
PLAY
')F STORAGE
100YEAR UVSE /� ``� _---------100YEAR WSE
__ - --- 426.81 ----- 436.06
--------- -- 10YEARWSE
----------------� 10YEAR WSE ,.r435.08
/-t2%1.79
STEEL PLATE STEEL PLATE � � � 2 YEAR _WS_E
� E - ---�-----,--- � -
(14 GAUGE) - - - - - - _ - - - - 2 YEAR WSE (14 GAUGE) - 433.60
423.72
8.0" ORIFICE ( 6.0" ORIFICE
�, 5.0' r
o '' INV 423,80 ` 0 INV 433.50
- 3.0" ORIFICE
INV 421.20
WEIR PLATE SECTION
WEIR PL-ATE IN STR 106 DETAIL
No Scale
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(T MIN. ON 8" - 24", 10" MIN. ON 31
BASED ON MANUFACTURING REQ.)
" \ THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
8" - 30" �- OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4"0 SCHEDULE 40
SCREW IN CAP
TRAFFIC RATED BOX CONCRETE RING REQUIRED
f FOR TRAFFIC LOADING
J
96" 4"0 HDPE 24„ �W
MAX MIN. 10
FRATCO i 7__
TAP TEE Q CD LLJ
a a a -'8W�V) W
LLJ J z (n
LLJ
STORMKEEPER U W Z m
WQ Ll
0 ZU Z
wQ0o w
= 00 w
0
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6oz. NONWOVEN 1
GEOTEXTILE _
g a a a a a a a a a a U
1%iI %i\ \%i\�/i�//i�////i m /� //�
J"-2" CLEAN CRUSHED
ANGULAR STONE
c2
o 00 �_
Z u7
CO
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o � n
PAGE:
5 of 6
ELEV.
421.20
MAN, A001'
V.J ..11111 If�l,�
INV 431.50
WEIR PLATE SECTION
WEIR PI -ATE IN 60" SYSTEM
No Scale
NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O,D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS MANUFACTURER
AVAILABLE (ACCORDING TO RECOMMENDATION
PLANS/TAKE OFF) (6" MIN. ON 12" - 24",
10" MIN. ON 30")
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12IHANCOR DUAL WALL, ADSIHANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HDPE SHOWN)
1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO.7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24').
5 - ADAPTERS CAN BE MOUNTED 0' TO 360'. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012.
6 - 12"- 24" PEDESTRIAN GRATES SHALL MEET H-10 LOAD RATING.
30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING
NO.7001-110-144 FOR H-20 TRAFFIC LOAD GUIDELINES).
15" STUB @
INV.=434.
30" R
20
12" MIN WIDTH GUIDELINE
-4- 6" MIN THICKNESS GUIDELINE
(6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE
) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST
ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
ABLE 0' -360' TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
CORDING TO
PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
j (3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON IT - 24", IT MIN. ON 30"
4" MIN ON 12" - 24" BASED ON MANUFACTURING REQ.)
6" MIN ON 30"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1
OR II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
12" - 30" UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(5
ARI
AC
50'-0"
38'-0"
TOP VIEW
BILL OF MATERIALS
MARK DESCRIPTION
A 60" Elbow Single Tee with 30" Riser & 15" Stub
B 60" Elbow
C 60" Pipe (23-0" Long) with 30" Riser, 15" Stub, Weir Plate &
Bulkhead
D 60" Pipe 11'-0" Long)
1 60" Pipe (20'-1 Long)
Necessary 60" Connecting Bands with Gaskets
K15LK
z
i
J
15" STUB @
Li
INV.=435.00
D
V)
U
V)
Q
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-All 60" Pipe is 14 Gauge,
NO. REQUIRED 5" x 1" Corrugations,
m
Aluminized Type 2.
1 -All 30" Pipe is 14 Gauge,
2j" x A" Corrugations,
1 Aluminized Type 2.
-All 15" Pipe is 16 Gauge,
1 2j" x J" Corrugations,
II
o
��00
Aluminized Type 2.
\
Ln
-Dashed Lines Indicates Weld.
2
\m
�M
-Use Necessary Connecting Bands.
-All Reinforcement Shall Meet ASTM
3
3 A998.
o
0
0
-Refer to Sheet 2 of 3 for
PAGE:
19 Installation Notes.
1 of 3
ELEV.
431.50
4" MIN C
6" MIN
FINISHED GRADE
V-2"
ASSUMED
3'
MINIMUM
BACKFILL MATERIAL
(AS SPECIFIED)
LADDER
(SEE LANE DRAWING A0137b)
24" NYLOPLAST BASIN
WITH DOME GRATE TOP OF BIOFILTER
CLEANOUT TOP ELEV. 428.00
429.00
TOP ELEV. 428.08 INV. OUT ELEV. 419.40
RAMP SOIL TO LIP OF
_ OVERFLOW STRUCTURTE
MIN SLOPE 3:1
'I" IAAan\A/nnn /
BIOMIX
THE BIOMiX SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF
VIRGINIA DEO STORMNJVATER DESIGN SPECIFICATION NO. 9
BIORETENTiON RATIOS. THE MIX SHALT_ CONTAIN 85% SAND, 10% SOIL
FINES, AND 5% ORGANIC MATER.
MAINTENANCE OF SUVM FACILITIES
THE OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF ALL
BIVIPS UPON ACCEPTANCE OF SITE WORK.
NON TRAFFIC INSTALLATION
1 IL U(IV r\I ILL IYlnl ILr\InL JIInLL DL. BRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
INO_N&DF-AIN"
GRATEICOVER -
THE BACKFILL MATERIAL SHALL BE CRUSHF<D STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
INSTALLATION NOTES 5
MANHOLE FRAME & COVER
(DESIGN BY OTHERS) CONCRETE LOAD BEARING 1. Minimum spacing between pipe shall be as
(SLAB (ROUND OR SQUARE) shown in Table 1 to conform with ASTM A796.6
SIZE =- - - - - - - - - - - 2. Granular material used for pipe bedding and
(DESIGN BY OTHERS) backfill shall conform to ASTM A798, Section 9. 3. Placement Placement of bedding and backfill material for
pipe shall meet requirements
of ASTM A798, Section 10.
4. Minimum cover over top of pipe (for
H-20 loading) shall be the greater of
1 12" or 1/8 pipe diameter or span.
5. Minimum cover over the top of the pipe for heavy
construction loads shall be as shown in Table 2. 0
6. Length of riser pipe must be field Z
TER CMP SLIP RING cut to final grade. j
7. Length of attached pipe stubs are determined by _1
Lane Enterprises based on fabrication standards
or shipping criteria. 0
TER RISER 8, Manholes or catch basins placed over CSP riser Lli
pipe shall be installed by the contractor in a (n U
manner that avoids wheel loads on riser co Z
and system pipe. (See Section View) V) Q -
9. Upper portion of riser pipe shall be installed d
with a sleeve around the OD of the pipe. The (�
sleeve shall be sufficiently rigid so as to avoidLyj Li
when concrete is placed against the Li Li
MAINLINE PIPE sleeve. Sleeve shall allow minimum settlement _
0 = 60" of concrete collar without any load being applied Q i - L
to riser pipe. U (!) U a-
10. Manhole or catch basin frame shall be sized W
so that wheel load applied to frame is 'transferred O W
to concrete collar around riser. O O CO I-
z
Ld SECTION VIEW v w
� z
o �
TABLE 2 z
TABLE 1
Guidelines for Minimum Cover =
Minimum Spacing for Heavy Construction Equipment Q
Between Pipe
m '
PIPE SPAN
MINIMUM
(IN)
SPACING (IN)
Up to 48"
24"
48" to 66"
1/2 Pipe Span
72" to 144"
36"
* Spacings shown are based on
standard backfill materials, placement
and compaction practices. Minimums
can be reduced with the use of
appropriate flowable fill materials or
as directed by the design engineer.
PIPE SPAN
(IN)
Minimum Cover (ft) far Indicated Axle Loads (kips)*
18-50 50-75 75-110 110-150
12-42
2.0
2.5
3.0
3.0
48-72
3.0
3.0
3.5
4.0
78-120
3.0
3.5
4.0
4.0
126-144
3.5
4.0
4.5
4.5
* Minimum cover may vary, depending on local conditions.
The contractor must provide the additional cover required
to avoid damage to the pipe. Minimum cover is measured
from the top of the pipe to the top of the maintained
construction roadway surface.
� M
z lF°o°
c' 6 0
2 of 3
NO.
DATE
1
---ISSUE
1'1/17/15
_
PER COMMENTS
2
1PI9/16
_-REVISED
REVISED PER COMMENTS
3
3/9/16
REVISED PER COMMENTS
4
4/12/16
REVISED PER COMMENTS
5
6/17/16
APPROVED PLAN
YOUR VISION ACHIEVED THROUGH OURS.
HIS DRAVJING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 2ND ST SE
CHAR L01TESVILLF VA 22902
I FL 434�9s 5624
FAX 434 295 831 7
vwv trrrnon con,
SEAL
TIMMONS GROUP
STAUNTON OFFICE
28 IMPERIAL DRIVE,
STAUNTON, VA 24401
540.885.0920
KEY PLAN
e1�E stmil nIll
520 WEST SIXTH STREET
CHARLOTTE, NC 28202
T. 704.940.0501
F. 704.362.4602
Owner:
WI Ait , LLC
200 WESTGATE PARKWAY, SUITE 203
HENRICO, VA 23233
Owner's Representative:
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Construction Manager:
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil / Site:
TIMMONS GROUP
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
Landscape:
8311 ROCKFISH GAP TRNPK GREENWOOD, VA
22943
Structural
8701 RED OAK BLVD # 520 CHARLOTTE NC 28217
Mechanical & Plumbing:
PTIINIA ENIGINEURINGi
1927 S TRYON ST #300 CHARLOTTE NC 28203
Electrical:
PTI1I1i•ITAN�t�N
1927 S TRYON ST #300 CHARLOTTE NC 28203
Food Service:
B SI ASSOCIIAT S
1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD,
PA 19064
PROJECT TITLE:
ANLANIlk
VI
� _ VVIN
'1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 229011
PROP.
RETAINING
WALL
Lu
I—
I I
CD
CD
L
r
C\J
+
0
<
2: Z
N't
O
(D
00
CO
0
> >
z z
Air,
EX.
_F
GROUND-
I)ROP.
GRADE
430
430
2.7'Min Co
er
425
425
7R
420
0
_A
420
A&D
�
OF
Ok-
15" HDPE
nN°
_109
F
5.83'0F
'12" HOPE
415
0.50%
----4'15
101
-A
-3F� OF
'15" 1-1 D F
E
410
410
Q)
CD �
00 1
00
C\1
oi
136
(\1
(\j
00 Q)
N
C\j
-It
NT
9+50 10+00 11 +00
STR 100 - STR 110
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
in
ui
U)
1
<
0-
N
0) Q-1
d:f m 0
0 0
_j
CD
(1) CD .
Q? 0
m C0
<
�D
CD
+ ()-
(D� ? D
I
U)
+ 'Kr
CD
,
0
. W
0
�
E �
<
rt-0} >
uo n
W
a
P_ 0 > >
455
Lu
cn F-
_uj
co
455
< <
__j (!�
W
0
ZD Lu
_j
>_
1) Z)
450
C,
z -
q-
450
��
IT U) 0 '1
Lu
D
co
>
Lu �_ 0
Lu
445
445
PROP.
GRADE
440
440
zge:
5
435
435
0",
0�
EX.
r213 Ir
P50
GROUND
AP
8.63'OF
430
15" HDPE
430
V-204:60"
@ 2.32%
CMP
STORAGE I
D IPE
TOP ELE
. 436.50
BOTTOM
FLEV. 431.50
425
INV IN 43q.00
(213)
425
00
0)
L0
9+50 10+00 11+00 11+50
STR 204 218
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
_110-*ADS"STORTECH"
17 STORAGE TANK
TOP ELEV. 427.20
BOTTOM ELEV. 421.20
INV OUT 421.20 (109)
110: ADS "STORIVITECI-I'
STORAGETANk
BOTTOM ELEV. 421.2C
TOP ELEV. 427.2C
INV. IN 425.00 ('111'
430
430
7.36'
OF
12" H
DPE
@ -13.
425
425
420
420
415
415
Q)
C\j
CD
12-FOO 12-1-25 9+00 10+00 10+50
s-rR 110 - STR 112
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
435
CLEANOLIT
_\STA 10+07.72
JTOP 430.76
INV IN 426.77 (BLDG-1)
INIV OUT 426.77 (1 -EX)
EXISTING MANHOLE
0
A 0 ' 3 ' 34
EX S T P 43
1 8'1
INV I NJ 4 588 _EX
INV.
0 U �F = 42473(8" PVC) Aqr,
EX. GROUND
430
1
430
PROP. GRADE
425
25
4
BLDG-1
-
420 7.72'OF
1-E
420
6" PVC
GCS
@ 3.00%
6" PI/C
@ 3.00%
415
415
(y)
Ct
CY)
9+50 10+00 11+00 11+50
PRIVATE SANITARY PR OFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: V'=5
PROP
GRADE
445
C 0
p<
C,
ri
LL
-Z -,r 0-
C4 < OD a<
(D 0 >
> 0 >
Z LL LLJ
445
A A F_
EX
440
GROUND
440
.
2.6' Min Cover
4.0,-
435
4
'6
430
4
30
D<<
Nx
425
425
420
420
4,15
415
Cl)
0)
C')
204: 60" CMP
STORAGE PIPE
TOP ELEV. 436.50
BOTTOM ELEV. 431.50
INV OUT 4"-4_1-"- (203)
431.36
STEEL PLATE WEIR WALL
6.5" ORIFICE 431.50
6" ORIFICE 433.50
TOP WEIR 435.50
20460" CMP
STORAGE PIPE
TOP ELEV. 436.50
BOTTOM ELEV. 431.50
INV IN 434.80 (205 )
9+50 10+00 '11+00 11+50
ST R 202 - STR 204
HORIZ SCALE 1"=50'
VERT SCALE: 1 "=5
LO
CD 0 CD
u
L 11r) C [ -
I ()
00
C (D (6
L L i L
+
CY)
CD
L
00
+
4
C2 CD -
z 00 - 0
<
>
C)
C\j (Z) > > >
U) (N U) I—
4.9 n At;n
445
EX
445
PROP.
GROUND
GRADE
---------- --
440
WATERLINES
10
435
_1209
P 435
"HDPE
OV:
00,
cr-
A 5"
@
430
205
430
9.17' 0 F
15" HDPE
1.64%
425
425
00
C') CC,
LO
Or) 1�fT
Cl)
q.
_j_
9+00 11+00
STR 204 - STR 210
HORIZ SCALE: 'I "=50'
VERT SCALE: 1 "=5
A A C
EX.
440
GROUND
FIREjj_YErRAf1T-_\
8SEMBL
Y
440
PROP.
GRADE
45' BEN �)
BEND
.06'
22.5'+45- E
END
43
-
435
6"X2'TEE
S
TO R M
BUILD
NG
PIPE
207
COORDINATE
ELEVPTION
WITH
CONNECTION
WATERLINI:
TO EXISTIN
VERIFY
PLUM131NG
PLANS
430 ___L0CAU0_N_%j\jD__F_L
T
430
NOTE: NIAINTAIN
3.5'
MIN. OF
COVER ON
425
WATERLINE
4.25
(D
(y)
CD L0
9+50 10+00 11+00 12+00 13+00 134-50
CLASS 52 DIP FIRELINE PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
F210: IVIH-1
S TA '11 H 3 9.91
TOP 443.95
INV IN 438.63
INV OUT (209)
43749
4 F)5
Sri
CID
rp C
CD
CD
L L lil,
0
(D < n
6 U) I— 1— (D >
z z z
- - -
fr
LIJ -
cf) I—
< <
-A
q
0
r
go)
)
C) '[D
CV Lij
0
Uj 0 >
a_ U)
r)
450
450
445
445
PROP.
GRADE
EX.
GROUND
440
z
440
435
0-
435
-
r1o(ft-
OC
430
430
425
425
1-1+50 9+50 10+00 11 00
STR 206 - STR 212
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
8.5
435
104A: 24" Basin - Circular Grate
STA 10+05.89
TOPAr"' 88
INV OUT - A
r-1-T-44 (10 5A)
405
PROP.
GRAE
E
430
430
425
EX
425
GROUND
105A
OF
15" HDPE
C CV
420
420
415
415
Lr)
9+50 '10+ 00 11+00
fc-3TR I 0AM - STR 104
HORIZ SCALE: 1"=50'
VERT- SCALE: 1"=5
NO.
DATE
ISSUE
1
11 /'17/15
REVISED PER COMMENTS
2
1/19/16
REVISED PER COMMENTS
3
3/9/16
REVISED PER COMMENTS
4
4/12/16
REVISED PER COMMENTS
5
6/17/16
APPROVED PLAN
TO-0-111ONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
-APOLIN, -0 VIRGIN14
THIS DRAWING PREPARED AT THE
CF ARLOTTESVILLE OFFICE
919 2ND ST 51
CHAR LOTTESViLLE, VA 2290).
TEL 434.295.5624
FAX 43495.3317
Site Develop roent IRe idential in Fr istr ct rel Technology
. ........
SEAL
KEY PLAN
. ......
P-11 a n-
er nE 1, qc
520 WEST SIXTH STREET
CHARLOTTE. NC 28202
T. 704.940.0501
F. 704.362,4602
Owner:
VIOAL, LLC
200 WESTGATE PARKWAY, SUITE 203
HENRICO, VA 23233
Owner's Representative:
iff! I L F_ 5 T 0 N IV P 1-1 R 1W F. HIS
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Construction Manager:
Viliv] JORDAIIIJ
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil / Site:
'rimmovis onoua,,
919 2ND STREET S.E. CHAR LOTTESVI ILE VA
22902
Landscape:
AhMHOLD -ASSOCIATES
8311 ROCKFISH GAP TRNPK GREENWOOD, VA
22943
StrLICtUral:
ER 10, SORRIELL
8701 RED OAK BLVD # 520 CHARLOTTE NC 28217
Mechanical & Plumbing:
OPTINLA
1927 S TRYON ST #300 CHARLOTTE NC 28203
Electrical:
oI,rj!V]A
1927 S TRYON ST #300 CHARLOTTE NC 28203
Food Service:
COST ASSOCIATES
1489 BALTIMORE PIKE, SUITE 109 SPRINGFIELD,
PA 19064
PROJECT TITLE:
B RA N LA N
m IrE M(D')-, R),/ CARE
&
LIVIN AS D
'1250 BRANCHLANDS, DRIVE,
CHAR LoTTESVI LLE, VA 22901
.41,(1_11W'b� Al
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
.
NO. DATE ISS(JE
Pi Ar,rrimn. np.qtr.m .qr.wr-m IT rz
ROOT/
KEY
SCIENTIFIC NAME
COMMON NAME
NO.
SIZE
CONT.
NOTES
TREES
AAR
ANIELANCKER ARBOREA
DOWNYSERViCEBERRY
12
V-8'HGr
B&B
MULTI -STEM -
BN
BETULA NiGRA'HERITAGE'
HERITAGE RIVER BIRCH
5
12'-1,1'HGT.
B&B
NIULTI-STEM
cc
CERICS CARADENSIS
REDBUD
6
T-8'HGT�
B&B
CF
CORNUS FLORIDA
WHITE FLOWERING DOGWOOD
4
T41-IGI.
B&B
CFR
CORNUS FLORIDA "RUBRA"
PINK FLOWERING DOGWOOD
4
7'-8'HGT.
B&B
CV
CHIONANTHUS VIRG�NICUS
FRINGE TREE
9
7'-B'HG1
B&B
NIULTI-STE(vi
iv
JUNIPERUS VIRG!NIANA "IDYLLWILD"
1DYLLkjVf1_D JUNIPER
5
7'4� IGT
B&B
L N
LAGERSTROEMtA'NATCHEZ'
NATCHEZ CRAPEMYRTLE
18
9',10'HGT
B&B
MULTFSTENI
Nil's
NIAGNOLA SOULANGANA 'ALEXANDRINA"
ALEXANORINA SAUCER MAGNOLIA
2
3"-3.5" CAL
B&B
SPECIMAN
OF
QUERCUS PFIELLOS
WILLOW OAK
3
3"-3.5" CAL
B&B
SPECINIAN
ROOT/
KEY
SCIENTIFIC NAME
COMMONNAME
NO.
SIZE
CONT.
NOTES
SHRUBS
AA
ARONIJi, ARBUTIFOLV\ "BRILLANTiSSIf.-IA"
BRILLIANT CHOKEBERRY
37
3'-4'HGT
4,5 CONT
SPACING AS SHOWN
BG
BUXUS'GREEN l,.ioumrAIN'
GREEN MOUN FAIN BOXWOOD
b3
2 U-2 5'
#7 CON I
SPACING AS SHOWN
H
CLETHRAALNFOLLA"HUMMI GBIRD"
HUMMINGBIRD SUMNIERSWEET
10
2'-3'HGT
03 CONT
SPACING AS SHOWN
Cs
CORNUS SER1,CEA F. BAILEYE
BAILEYS RED TWIG DOGWOOD
4
3'-4'HGT
_'5 CONT
SPACING AS SHOWN
FG
FO rHERGLLA'(jARDENlT
FOFHERGILLA
12
2.0 -2.5'
'5GONr
SPACING ASSHQuVN
HQ
HYDRANGEA CUERCIFOLV\ *'ALICE"
ALICE OAKLEAF HYDRANGEA
17
3'-4'HGT
�47 CONT
SPACING AS SHOWN
IG
ILEX GLABRA "NGRA"
NiGRA INKBERRY HOLLY
23
2 5'-3 0'HGF
#7 CONT
SPACING AS SHOWN
IVL
ITEA VIRGINIANA "LITTLE HENRY'
LITTLE HENRYVIRGINIA SWEETSPIRE
21
2 U-25
#3 CONT
SPACING AS SHOWN
IVR
!LEX VERTICT-LATA "RED SPRITE"
RED SPRITE WINTERBERRY HOLLY
39
2 U-25
,43 CONT
SPACING AS SHOWN
IvW
ILEX VER TICILLA TA "WIN TER RED"
wiN TER RED wim,rERBERRY HOLLY
2
T1'HG_r
' ,5 CON T
SPACING AS SHOWN
RP
RHODODENDRON PRINOPHYLLUNI
ROSESHELL AZALEA
21
3'-4'HGT
45 CONT
SPACING AS SHOWN
TO
THUJA OCCIDENTALIS "HOLMSTRUP"
HOLMSTRUP AMERICAN ARBORVITAE
2
4'-5'HGT
A7 CONT
SPACING AS SHOWN
VA
OLIUM
MAPLE -LEAVED VIBURNUM
4
T-41 IG r
#5 CON F
SPACING AS SI 101,6JN
VP
VIBURNUM PRAGENSE
PRAGENSE VIBURNUM
3
4'-5'HGT
B&B
SPACING AS SHOWN
VPR
VIBURNUM PRUN(FOLIUM
BLACK-HAih VIBURNUM
6
6'-8'HG F
B&B
SPACING AS SHOWN
KEY
SCIENTIFIC NAME
COMMON NAME
NO.
SIZE
CONT.
NOTES
AD
ARUNCUS DIOOCUS
GQATSBLARD
2
NA
'I CONr
AH
AMSONIA HUBRiCFITII
BLUE STAR FLOWER
6
NA
41CONT
Al
ASCLEPIAS 'NCARNATA
SWAMP WI-KViEED
a
NA
#1 CONT
AmT
ACHiLLEA MILLEFOL;UM'TERRACOrTA'
TERRACOTIFA YARROW
10
NA
,"I CONT
AOC
AQUILEG!A CANADENSIS
COLUMBINE
33
NA
-11 CONT
AR
AC FAEA RACE%IOSA
BUGBANL
28
NA
#1 coNr
AT
ASCLEPIAS TUBEROSA
BUTTERFLYINEED
7
NA
Al CONT
CD
CAREX DIGITALIS
SLENDER WOODLAND SEDGE
60
NA
-"'I CONT
CV
COREPOPSIS VERI[CILLArA'ZAGREB*
TICKSEED
4
NA
i 1 CUNT
ED
EUTROCHIW,I OUBIUNI "LITTLE JOE"
LITTLE JOE, JOE PYE WEED
8
NA
41 1 CONT
EF
EUTROCHIUM FISrULOSUNI
HOLLOW JOE PYE WEED
5
NA
91CONT
EP
ECHINIACEA PURPUREA 'LEUCHTS TERN"
PURPLE CONEFLOWER
7
NA
III CONT
ER
ECHINOPS R11TROVEITCHS BLUE'
GLOBE THISTLE
7
NA
41 CONT
GNI
GERANIUM MACULA rUPvI
WiLD GERANUM
9
NA
#1 CONT"
HA
HEUCHERA ANIER.'CANA
AMERICAN ALUNIROOT
15
NA
til I CONT
HH
HELIOPSiS HELIAI\"OIDES
OX-EYF
13
NA
#ICONT
LA
LAVENDULA AUGUS FIFOUA
LAVENDER
4
NA
#I CONT
LC
LOBELtA CARDINALIS
CARDINAL FLOWER
7
NA
4'I CONT
LS
LIA rRiS SPICA rA'KOBOLD'
GAYFLA rHER
9
NA
#lCONr
MF
NIONARDA FISTULOSA
WILD BERGAMOT
5
NA
fl I CONT
PA
POLYSTICHU10 ACROSTICHPODES
CHRIS ROAS FERN
36
NA
#1 CONT
PI
PYCNANTHENIUM INCANUM
HOARY MOUNTAIN MIN r
14
NA
41 CONF
POP
PODOPH'YLLUM PELTATUNI
NIAYAPPLE
36
NA
,','I CONT
PP
PHLOX PANICULA I UNI'DAVID'
DAVID PHLOX
7
NA
#1 CONT
PV
PANK;UNI VIRGATUM "SHENANDOAH"
SHENANDOA1 I PANIC GRASS
80
NA
III CONT
RH
RUDBECKIA HIRTA'GO1 DSTURM'
BLACK -EYED SUSAN
12
NA
,"I CONT
SA
GOLDE N RAGWOR F
1.4
NA
"I CoNr
SC
SANGUINARIA CANADENSIS
BLOOD ROOT
24
NA
ftl CONT
rc
TtARELLA CORDIFOLIA
T[ARELLA CORDIFOI_tA
12
NA
,I CONT
vN
VERNONIA NOVEBORACENSIS
NEW YORK IRONWEED -
-_ 14-
NA
ftl CON'r
KEY
SCIENTIFIC NAME
COMMON NAME
NO.
SIZE
CONT.
NOTES
NATIVE GRASS AND WILDFLOWER MEADOWS
-
A M
ACHILLEA MILLEFOLliM
YARROW
69
NA
QTCONF
GROUPS OF 5-7. SPACING (q, 18 IN O.C.
AS
ASCLEPIAS SYRIACA
COMMONMILKWEED
39
NA
OTCONT
GROUPS OF 5-7. SPACING Ca) 24 IN. O.C.
EP
ECHINACLA PURPURLA "LEUCHTS 'ERN"
PURPLE CONEFLOINER
39
NA
Q(CONT
GROUPS OF 7-9 SPACING ((t, 2-1 IN 0 C.
MF
MONARDA FIS FULOSA
WILD BERGAMOT, BEEBALM
25
NA
QTCONF
GROUPS OF 5-7 SPACING ((� 30 IN O.C.
RE
RUDBECKIA FULGIDA SPECIOSA "GOLDSTURNI"
BLACK-FYED SUSAN
39
NA
OTCONT
GROUPS OF 7-9. 3 PACING @ 24 IN O�C,
SS
SCHVACHYRINUM SCOPARIUNI
LITTLE BLULSTENI
3,17
NA
OrCONT
SPA CIjNG,-cP 18 IN. 0 C
NOTE. ALL NATIVE GRASS AND WILDFLOWER kIEADOW PLANTING AREAS SHALL BE COVERED 1ji/FrH 2.0-INCHES OF DOUBLE GROUND HARDWOOD BARK MULCH
BIOFiLTER PLANTING CALCULATON:
1) BIOFILTE R AREA = 2,11 SQ. F1
2) REQUIRED PLANrING � 10 TREES AND SHRUBS FOR EACf I I 000 SO F r.
3) PLANTING REQUIRED 241 � 1000 = 0 24 X 10 = 2 4 TREES AND SHRUBS
4� PLAN TING PROVIDED 2 TREES AND 7 SHRUBS
02 - PLANTING DESIGN SCHEDULE
SCALE:NTS
L,ANDSC4PE NOTES:
I. LANDSCAPE CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH ALL ASPECTS OF THE
DEVELOPMENT PROJECT. CONTRACTOR SHALL MARK\ ALL PROPERTY LINES.
2. CONTRACTOR SHALL CONTACT "MISS UTILITIES" AND THE OWNER TO FLAGIMARK ALL EXISTING
PUBLIC AND PRIVATE UTILITIES PRIOR TO PERFORMING ANY DIGGING.
3. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR OWNER AND LANDSCAPE ARCHITECT
APPROVAL PRIOR TO PLANT INSTALLATION.
4. ,ALL PLANTING AREASIBEDS WITHIN THE MEMORY CARE AND ASSISTED LIVING
GARDENS SHALL HAVE V-0" DEPTH OF TOPSOIL. ALL LAWN AREAS SHALL HAVE 4" OF TOPSOIL.
TOPSOIL SHALL BE FROM LUCK STONE OR APPROVED EQUAL.
5. ALL PLANTING BEDS SHALL BE POWER TILLED TO A DEPTH OF 8" PRIOR TO PLANT INSTALLATION.
ALL PROJECT PLANTING BED AREAS SHALL HAVE 2" OF DOUBLE GROUND HARDWOOD BARK MULCH.
6. LAWN SEED SHALL BE TURF TYPE, TALL FESCUE MIX.
7. PLANT MATER14LS SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST
EDITION OF THE AMERICAN STANDARDS FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN
ASSOCIATION OF NURSERYMAN.
8. ALL TREES SHALL BE STAKED IN AT LEAST THREE LOCATIONS TO ENSURE STABILITY.
9. CONTRACTOR SHALL LOCATE ALL PROPERTY LINES. NO WORK SHALL BE PERFORMED ON
ADJACENT PROPERTY OR R04D RIGHT-OF-WAY WITHOUT WRITTEN PERMISSION BY THE OWNER.
/0. CONTRACTOR SHALL INSPECT THE SITE TO CONFIRM EXISTING AND PROPOSED CONDITIONS AND
SHALL CONTACT THE OWNER AND ARCHITECT IMMEDIATELY SHOULD THERE BE DISCREEPANCIES
BETWEEN THE SITE AND THE PLANS.
I/. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE PLANS AND THE PLANTING
SCHEDULE, THE PLANS SHALL BE FOLLOWED.
/2. THE CONTRACTOR SHALL GUARENTEEIWARRENTY ALL PLANTS AGAINST DEFECTS, DECLINE,
DEATH, AND SATISFACTORY GROWTH FOR ONE YEAR FROM THE DATE OF FINAL OWNER ACCEPTANCE.
13. SEE CIVIL PLAN FOR ALL PAVEMENT DESIGN AND RETAINING WALL DESIGN
/4. THE OWNER SHALL BE RESPONSIBLE `-OR OBTAINING WRITTEN PERMISSION FORALL OFF -SITE
L4NDSC4PE IMPROVEMENTS ALONG THE PROPOSED PRIVACY FENCE ALONG THE WESTERN SITE
BOUNDARY. THE L4NDSC4PE CONTRACTOR SHALL FULLY COORDINATE AND PERFORM ALL WORK AT
THE DIRECTION OF THE OWNER.
/5. OFF -SITE BUILDING LOCATIONS AND FOOTPRINTS ALONG THE WESTERN PRIVACY FENCE ARE AS
SHOWN FROM COUNTY OF ALBEMARLE GIS MAPPING AND 4REASSUMED TO BE APPROXIMATE ONLY.
PROPOSED PLANTINGS SHALL BE ADJUSTED IN THE FIELD AS NECESSARY. OWNER AND CONTRACTOR
SHALL VERIFY EXACT FIELD CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.
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1147/2015 - COUNTY COMMENTS
1/19/2016 - COUNTY COMMENTS
3/03/20*16 - COUNTY COMMENTS
4/12/2016 - COUNTY COMMENTS
I I
ANH(`)"'Lru` ASS")CIATES.
LANDSCAPE ARCHITECTURE + PLANNING
8311 ROCKFISH GAP TURNPIKE
GREENWOOD VA 22943
434.882,3420 ANFIOLDLA.COM
SEAL
TIMMONS GROUP
STAUNTON OFFICE
28 IMPERIAL DRIVE,
STAUNTON, VA 24401
540.885.0920
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CAMBRIDGE HEALTHCARE
GRAHAM L. ADELMAN
'1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE
VA 22901
INTATIVE
MILESTONE PARTNERS
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Civil � site
TIMMONS GROUP
919 2ND STREET S.E, CHARLOTTESVILLE VA
22902
ST'U(Alfit
LAURENE RICKHER & SORRELL
8701 RED OAK BLVD # 520 CHARLOTTE NC 28217
klir,.dwmc�fl & Plumbin(j.
OPTIMA ENGINEERING
1927 STRYON ST #300 CHARLOTTE INC 28203
Ele(tricali
OPTIMA ENGINEERING
1927 S TRYON ST 4-1300 CHARLoTTE NC 28203
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PRIOJECT No: 55930.00
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uf mu IN
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LANDSCAPE PLAIN
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DESIGN DEVELOPMENT PROGRESS
NOT FOR CONSTRuurioiNi
09/08/2015
01 - GARDEN PLANTING PLAN
SCALE: 'I " =1 O'
5
K
AS -BUILT SURVEY
BY TIMMONS GROUP
DATE OF SURVEY:
MAY 02, 2018
INFORMATION IN RED TEXT
REPRESENTS THE AS -BUILT
CONDITION
0 50
PROFILE SCALE
425
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420
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420
303
415
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415
2.1
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3
1
70'
' OF
41-0-----
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410
EX 8" PVC SAN
4.2%
TIE TO EXISTING
405
36" STORM WITH
INSERTA-TEE
405
400
400
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A
t-
NN
NN
9+50 10+00 11+00 12+00 12+50
STR304-EX STRM
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
BRANCHLANDS
STORM REVISIONS - 2017-11-28
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.