HomeMy WebLinkAboutSDP201500044 Plan - Approved Major Amendment 2016-07-01SITE DATA,:
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG.KOTARSKI@TlMMONS.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
SMA:RTNET
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
TOTAL IMPERVIIOUS 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 GAINI: 1 SPACES
MANAGED STEEP SLOPES ARE LOCATED WITHIN THE PROJECT LIMITS. SEE SHEET C0.1.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN.
8/24/2015
VICINITY MAP
OWNER:
WIAL LLC
200 WESTGATE PARKWAY SUITE 203
HEN RICO, VA 23233
CONTACT: GRAHAM ADELMAN
EMAIL: CAMBRIDGEHEALTH@MSN.COM
OWNERS REPRESENTATIVE:
MILESTONE PARTNERS
CHARLOTTESVILLE, VA 22902
CONTACT: L.J. LOPEZ
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: (434) 327-1688
Sheet List Table
Sheet Number
CO.0
Sheet Title
COVER
C0.1
MANAGED STEEP SLOPES OVERLAY
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C1.2
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
-�111AF4 T 991141496 P6, Pi
C4.0
SITE LAYOUT
C4.1
BITE LAYOUT
99.4
C6.0
PROFILES
E1.0
PHOTOMETRIC PLAN
E2.0
LIGHTING CUTSHEETS
LO.1
OVERALL LANDSCAPE PLAN
L-1
GARDEN LANDSCAPE PLAN
L-2
LANDSCAPE DETAILS
TOTAL: 14 SHEETS
NO. DATE ISSUE
1 04-21-2016 ADDENDUM 1
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 2ND ST SE
CHARLOTESVILLE, VA 22902
TEL 434.295,5624
FAX 434.295.8317
www.timmons.com
Site Development (Residential lInfrastructurel Technology
SEAL
KEY PLAN
Perkins Eastman
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:
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING TITLE:
COVER
SCALE: AS NOTED
CONSTRUCTION DOCUMENTS BID SET
MARCH 25, 2016
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
i •
•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
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 Infrastructure l Technology
SEAL
KEY PLAN
Perkins hasLn�a
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:
MANAGED STEEP
SLOPES OVERLAY
SCALE: ----
comi
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
GENERAL NOTES
2" R
4"
EXISTING PAVEMENT PROPOSED PAVEMENT
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS ANDTOP
STANDARDS.
TOP OF CURB 2 1-5"
„
OF CURB R=2"
I I
J SAWCUT THROUGH � MATCH EX. CROSS
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE
1 R
°
����� °
U EX. SURFACE LU SLOPE UNLESS OTHERWISE
AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION
WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
3LU
;.
THE DEPTH OF CURB MAY BE 4
A MINIMUM OF 13" ANDA ` p '
/�\/ \/ .° ° 6"
��\� \�
���� �� Q4 °°
X COURSE SPECIFIED ON PLANS
w &REMOVE
PAVEMENT
PROPOSED
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
_ .__
MAXIMUM OF 19" :. p =SURFACE/���//�
SURFACE
2' MIN.
( SURFACE
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES,
�\ °
18" r\
2" ± COURSE
WATERLINES, ETC, PRIOR TO CONSTRUCTION.
16" ° •'.//�/\��/
a 4°
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE
CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNERS
'. P BASE
���\� \� ° ° BASE
EXISTING
PAVEMENT
, .
\��\\�\\ °
REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
•
\
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
.D_•
VDOT A-3 CONCRETE
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY
VDOT A-3 CONCRETE
MILL EX.
SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.4
MIN. SUBBASE
0 0 0 0 0 0� o SUBBASE
SURFACE COURSE
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION
°
SAWCUT EX. BASE COURSE
AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
EDGE OF PAVEMENT AGGR. BASE
10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERVVISE NOTED.
6>, �„
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
CONTINUE STONE BASE
CONTINUE 21B STONE BASE
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER
FROM ADJACENT PAVEMENT
FROM ADJACENT PAVEMENT
NOTE: PROPOSED PAVEMENT MUST TIE
PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS,
SECTION UNDER CURB
SECTION UNDER CURB
IN WITH EXISTING PAVEMENT
WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO
STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE
A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE
VDOT STANDARD CG -3
VDOT STANDARD CG -2 CURB
PAVEMENT REPLACEMENT JOINT DETAIL
OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE
No Scale
No Scale
No Scale
DEVELOPMENT.
211 R
R= Y4"CONTROL
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A)
I . 4°
l JOINT SPACED
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT
CONC CURB AND GUTTER CLASS 3A,
TOP OF CURB I_.� 6",.a
�} AT WIDTH OF WALK
OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED
NECESSARY.
a a
(fc=3,000 PSI) CONCRETE
4 SURFACE
EXPANSION JOINT AT MAX OF 30', WITH
%4PREMOLDED EXPANSION FILLER
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF
ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE O'WNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE
�j
a 1":1
a o a
BASE
12" ���\��\�
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
13
a a a
a
Q a. a
\//\//\
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE
YARD PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
�j
a
a a 4 7
(REC-250
a
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS
/
a ° a a o
VDOT A-3 CONCRETE
CONC. WALK
PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
° ��
SUBBASES
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
o
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE
°
° '
41
BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
4" MIN. °
° ° ° °Lj
°
21. A GEOTECHNICAL ENGINEER 1S TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES
�' °
° ° ° °
CONTINUE 21 B STONE BASE
a °°
` a $ °
°
�° ° °
/\ /\ /\ �\ \ /\ /\ .\ /\ /\ /\ /\ /\
PRIOR TO STATE ACCEPTANCE. (N/A)
FROM ADJACENT PAVEMENT
° °
Po ° 4 °
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
6" 6"- 2'-0"
SECTION UNDER CURB
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
p p p p O p O O p O p O O O p O O O O O O p
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE
WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
CONTINUE 21B STONE
COMPACTED BASE FROM ADJACENT
�\�
24. APPROVAL OFA DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE
SUBGRADE PAVEMENT SECTION
OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
UNDER CURB
COMPACTED SUBGRADE 4" 21-B STONE
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
VDOT STANDARD CG -6 CURB & GUTTER
FLUSH CURB
CONCRETE SIDEWALK JOINT DETAIL
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
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No Scale
No Scale
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE 'B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION
ON EACH SIDE OF THE INLET. (N/A)
_ VARIABLE WIDTH'
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND
12" MIN
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S
(TYP.)
REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE
1.5"DIA GALV.
RAIL
°
BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03.
(TYP.)
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A
\�/
31. HORIZONTAL
2'-10"
p p p p p p p////'
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6 SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE
DAY
EXP. (TYP.)
2'-10" JOINT
p p 6" TYPE 21B AGGREGATE BASE COURSE
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
12" MIN FINISHED
-,- GRADE\/\\\/\\�/\\\/\\\/\\�/\\\/\\\//\\��
p o 0 o p o o
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
(TYP.) 12
COMPACTED SUBGRADE
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
(TYP°
° DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
1/8" a
WASH
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
ACCORDANCE WITH VDOT STANDARDS.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE
1/2" R
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
(MAX.)
'
LIGHT DUTY ASPHALT PAVEMENT SECTION
CONCRETE SIDEWALK PAVEMENT SECTION
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
S„ 1'-4"
No Scale
No Scale
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (H ORI ZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
891
FINISHED
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
GRADE q
EXP. CONCRETE
JOINT
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
° °Q #3 REBAR (12" O.C.)
EXPANSION JOINT WITH
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
1/8' WASH o p
_\A
PREMOLDED EXPANSION 1/4" SEALANT
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111.
5" # 57 STONE
a
1.5" ASPHALTIC CONCRETE SURFACE
FILLER, "ZIP STRIP" OR
NON -SLIP BROOM FINISH
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 GFR PART
a
COURSE - SM -9.5A
EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9
1926).
+
2.5" INTERMEDIATE BASE COURSE - BM25.0
SILICONE SEALANT �\ 2"
° a
op op op o 0 0 0
BLASTING NOTES
1'_0 91, ° ° , (2)#5 REBARS, BOTTOM CONTINUOUS,
=e- ° a - 10" 3,000 PSI AIR ENTRAINED PORTLAND
3„ LAP 2'-2" AT SPLICES
p p p p� P p p 8" TYPE 21-B AGGREGATE SUBBASE COURSE
°
CEMENT CONCRETE
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
NOTES:
COMPACTED SUBGRADE
p p p p p p p
0 0 0 op op
MANAGEMENT NOTES
V-41, 1. FINE BROOM FINISH ALL STAIRS.
2. RAIL ON BOTH SIDES OF STEPS (IF NOTED)//\\/
pCJo�o 6" TYPE 21A STONE COVER
ALBEMARLE COUNTY STORMWATER
3. SEE PLAN FOR RISER HEIGHT
\/X///X/>/X
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE
COMPACTED SUBGRADE
� \ /� /�\\.� ��/� /, /� "`-� COMPACTED SUBGRADE (CBR 11.2)
APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS,
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
STORMWATER
CONVERTED TO PERMANENT MANAGE
IGH ARE TO BE E MANAGEMENT FACILITIES; CONVERSION
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WH 1S
DENOTES HEAVY D ASPHALT PAVEMENT ON PLANS
DUTY A
°
DE NOTES CONCRETE S ERV'ICE AREA PAVEMENT ON PLANS
HE COU
S B OBTAINED FROM T COUNTY EROSION
NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN A CONTROL INSPECTOR.
EXTERIOR STAIRS
HEAVY DUTY ASPHALT PAVEMENT SECTION
EAVY DUTY CONCRETE SECTION
LN�
No Scale
No Scale
Scale
LEGEND
FIRE HYDRANT
WATER VALVE
STORM DRAINAGE MANHOLE (MHD)
RESERVED RESERVED
STORM DRAINAGE GRATED INLET
PARKING PANNG
REINFORCED CONCRETE PIPE
SANITARY MANHOLE (MHS)
POLY -VINYL CHLORIDE PIPE
TELEPHONE PEDESTAL
UTILITYPOLE
LIGHT POLE
7-1/2"
6' LENGTH
PBVAI.TY PB�AI.TY
ELECTRIC BOX
ELECTRIC VAULT
0.5' FROM F/C
X100 - $5W FN #140 - $9 RE
TOW AWAY ZONE TAW AWAY ZONE
..... SANITARYPIPE
VAN
UNDERGROUND TELECOM UTILITY
co 0 0 0 0 0
p p p p p p p
6' ABOVE ACCESSIBLE 6' ABOVE
UNDERGROUND GAS UTILITY (APPROX. SEE NOTE X)
ANCHOR WITH 5/$" REBAR o p o 0 o a o
FINISHED FINISHED
IMBEDDED 24 IN GROUND;
GRADE GRADE
...... ,,.... ............... FENCE
2 PER WHEEL STOP
/ / ; / / / / / / /
\\/
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
.... CENTERLINE SWALE/DITCH
/
PHYSICALLY DISABLED PERSONS. PROVIDE ONE 1 R-7-8 SIGN AT EACH PARKING
( )
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
- - EDGE OF PAVEMENT (EP)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VEGETATION/ TREE LINE
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
DECIDUOUS TREE (DEC)
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
CONIFEROUS TREE
WHITE BACKGROUND.
SHRUB /HEDGE LINE
PARKING SIGNS FOR THE DISABLED
PRECAST CONCRETE WHEEL STOP
EDGE OF GRAVEL
No Scale
SIDEWALK
No Scale
SIGN
T EASEMENT
CONCRETE BUMPER BLOCK
DEED BOOK
PAGE
ANCHOR WITH 5/8" REBAR',
_...
FOUND (PROPERTY CORNER)
IMBEDDED 24" IN GROUND, HANDICAP SIGN
00
LOCATION (VAN)
HANDICAP SIGN
-- STORM PIPE & STRUCTURE NO.
r LOCATION (TYR)
10
DROP INLET & STRUCTURE NO.
200 EXISTING CONTOUR
0 0 0
EOP FACE OF
200 PROPOSED CONTOUR
CURB
PAINTED
1$' 1$'
PER 2% MAX.
4,--240.50 PROPOSED SPOT ELEVATION
VDOT 4"
-"'-4 PAINTED
SPEC.
TC =TOP OF CURB
STRIPE
TW = TOP OF WALL
(TYPICAL)
BW = BOTTOM OF WALL
8'5' 8' $' 8'
TS = TOP OF STAIRS
TYPICAL VAN
BS =BOTTOM OF STAIRS
ACCESSIBLE ACCESSIBLE
APPROX. -APPROXIMATE
HANDICAP SPACES REGULAR SPACE``
TYPICAL PARKING SPACE DETAILS
No Scale
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
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 2ND ST SE
CHARLOTTESVILLE, VA 22902
TEL 434.295.5624
FAX 434.29 5.8317
www.timmons.com
Site Development (Residential I Infrastructure l Technology
SEAL
KEY PLAN
Perkins Lassman
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:
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING TITLE:
NOTES & DETAILS
SCALE: AS NOTED
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
4'-
4 0 THER x 4 POST UNLESS
WISE NOTED
2 x 4 RAIL ON PLAN
(TYP.)
4'-
1 x 6 TRIMMER
3'- 0"
1 1 x 6 SIDING
3'- 0"
III REMOTE
AREAS, VALVE BOXES
NOTE
SIX (6)
3 '
ADJUST TO HEIGHT
2500 P.S.I. OINCi?E: E.
10
TYPICAL
GATE
OF CASTER WHEELS
6
F1
5,0:r
3:3::
ON GATE
CONC. -----
CU.YD
THRUSF BLOCKS.
3"
STONE
10' MIN.
6' MIN.
4'
51 PdiINi.
2' MIN.
6"
GREF:,,_1 C R
Q0
2. 0 i
[-HAN <-,
P!<OPOSAL.-
WILL BE SUBMITTED.
3'- 0 „
CONC.
ENCASED IN STONE
4'
-I
I- 12"
POST ELEVATION
February 6, 2013
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE
START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A 3.5 FEET
OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -
LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,
2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
Z V
WATER
2500 P.S.•..
CONCRETE
THRUST BL O''-'
PLACE 5' GALVANIZED WITNESS POST vA11TH
A iREMOTE
C_;,� PED ENDS PAINTED BLUE IN AREAS
(, A5 DIRECTED. MARKER LOCATION MAY BE SUBJEC
TO HIGHWAY DEPARTMENT APPROVAL,
II I
II !
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
GAREA,
NOTE :
III REMOTE
AREAS, VALVE BOXES
SHALL EXTEND
SIX (6)
INCHES
ABOVE GRAC
2500 P.S.I. OINCi?E: E.
VoL.
TYPICAL
GATE
VALVE
6
6x6POSTS
NTS
FIG. W - 5
TD -8
1 x
1 x 6
TRIMMER
1 x 6
SIDING
PLAN VIEW 1 x 6 CAP
1 x 6 TRIMMER
NOTE.- ALL LUMBER SHALL 2 x 4 RAILS
BE PRESSURE TREA TED
DUMPSTER PAD & ENCLOSURE DETAIL
No Scale
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFIL
B EDDING
8 STONE
STABLE SOIL ROCK
SCRAPE THE BOTTOM OF i HE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK. AND
THEN COMPACT THE SOIL OR PROF/IDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER - CUT CONDITION
24'I.wrd INITIAL_ BACKFILL �4IM!N 1
UNSTABLE F' 3
a011_
.� Irl n;ln ullf l i
h,Ilr.'
#68 ST NF_
t,,
_.� GRANT) AR FILL. AS
APPROVED BY ACSA
Z C
_E SOIL
ORF " TABLE OIL_ OR R.
STAB IROC s S
NOTE
],NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LILIES.
2. NO RUCKS LARGER THAN 6° IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL. ;
3.T1 IE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED ILL 6" LIFTS.
4. NO ORGANIC OR FR07EN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
i
PIPE INSTALLATION & BEDDING
I
NTS
FIG. Fir - 2
C
fD- 2
77--U--
6»
DINIENS11,)N
1.5' 2.66' 2.66' 2.66' 1.5'
TIE
BOLLARD (TYP.)
2500 P.S.I. OINCi?E: E.
VoL.
A.
B
CONC.
PAD
6
6x6POSTS
NTS
FIG. W - 5
TD -8
1 x
1 x 6
TRIMMER
1 x 6
SIDING
PLAN VIEW 1 x 6 CAP
1 x 6 TRIMMER
NOTE.- ALL LUMBER SHALL 2 x 4 RAILS
BE PRESSURE TREA TED
DUMPSTER PAD & ENCLOSURE DETAIL
No Scale
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFIL
B EDDING
8 STONE
STABLE SOIL ROCK
SCRAPE THE BOTTOM OF i HE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK. AND
THEN COMPACT THE SOIL OR PROF/IDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER - CUT CONDITION
24'I.wrd INITIAL_ BACKFILL �4IM!N 1
UNSTABLE F' 3
a011_
.� Irl n;ln ullf l i
h,Ilr.'
#68 ST NF_
t,,
_.� GRANT) AR FILL. AS
APPROVED BY ACSA
Z C
_E SOIL
ORF " TABLE OIL_ OR R.
STAB IROC s S
NOTE
],NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LILIES.
2. NO RUCKS LARGER THAN 6° IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL. ;
3.T1 IE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED ILL 6" LIFTS.
4. NO ORGANIC OR FR07EN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
i
PIPE INSTALLATION & BEDDING
I
NTS
FIG. Fir - 2
C
fD- 2
OUTSIDE ELEVATION
INSIDE ELEVATION
1/4" SAG
WI TH TURP
2x4CRC
2x4FR
TYPICAL METER VAULT
12' S 1T
HINGE'
N.T.S.
FIG. W - -7A
ID -1'
I .. A /+ A n /'1 1 /rn
SIDE VIEW
-'E DIAiVFER DRILLED
OL _: FOR TOUGH READJN! S.
TOP VIEW
DIAMETER Fl_A,I-
BEARII\IG SURFACE
UNDERNEATH
24° X
ALUMiIr-1UN; ACCESS
l-; AT C 1 --'
OUTSIDE GATE VIEW
J ILIA VVIILLL.D
INSIDE GATE VIEW
FOR ALL BENDS
SECTION 1 - 1
4 `: ...
max L
/ ,
45°
PLUS
I'
2 ✓;:
FOR TEE OR WYE FITTINGS
, /IDEN l �?ENC H TO I.
AC COMMODA.] E ' f,
ANCHOR 11
REQUIRED.
MI„ ?,
NG AS
RE�
JID `
SECTION 2 - 2
PIPE
DINIENSI0N
DIVENS!ON
DINIENS11,)N
METER SIZE
TIE
AIND PLUGS
2500 P.S.I. OINCi?E: E.
VoL.
A.
B
C
1 1/2"
3:1.
5,0:r
3:3::
2'
TO Tl1E 'VERIFY THE TYPE � SIZE
CU.YD
THRUSF BLOCKS.
3"
5 tvlIN.
10' MIN.
6' MIN.
4'
51 PdiINi.
2' MIN.
6' MIN.
GREF:,,_1 C R
Q0
2. 0 i
[-HAN <-,
P!<OPOSAL.-
WILL BE SUBMITTED.
OUTSIDE ELEVATION
INSIDE ELEVATION
1/4" SAG
WI TH TURP
2x4CRC
2x4FR
TYPICAL METER VAULT
12' S 1T
HINGE'
N.T.S.
FIG. W - -7A
ID -1'
I .. A /+ A n /'1 1 /rn
SIDE VIEW
-'E DIAiVFER DRILLED
OL _: FOR TOUGH READJN! S.
TOP VIEW
DIAMETER Fl_A,I-
BEARII\IG SURFACE
UNDERNEATH
24° X
ALUMiIr-1UN; ACCESS
l-; AT C 1 --'
OUTSIDE GATE VIEW
J ILIA VVIILLL.D
INSIDE GATE VIEW
FOR ALL BENDS
SECTION 1 - 1
4 `: ...
max L
/ ,
45°
PLUS
I'
2 ✓;:
FOR TEE OR WYE FITTINGS
, /IDEN l �?ENC H TO I.
AC COMMODA.] E ' f,
ANCHOR 11
REQUIRED.
MI„ ?,
NG AS
RE�
JID `
SECTION 2 - 2
PIPE
DEGREE
SEND
DIMENSIONS\/OL
TIE
AIND PLUGS
2500 P.S.I. OINCi?E: E.
VoL.
SI<=E
OF
CONCRETE SHALL BE POURED ON
(FEET;
THE JOINT.
CU.YD.I
CCNSLiLTIPJC ENC Ii1EER Si -I `,LL. uE
(I ; ET;
TO Tl1E 'VERIFY THE TYPE � SIZE
CU.YD
THRUSF BLOCKS.
BEND
.............................................
....
..
T
...
..............................
f
H
I T
Q0
2. 0 i
>. ) i
3.01
0
ENCASED IN STONE
4'
45
2.00
_25 1
2.60
). 15
_
_
STONE WRAPPED IN
?; : /2
50 i
C)0
2_.5?_
0.10
Z,GO
Z.zS
il_ S
0.15 E
No Scale
`1 1i4
1 0 (
2.00 1
2.50
90
3.66
3,16
3.21
0.48
77
??66
2.16
2.69
0.13
0
2.91
2.66
3.
... ............................
it 1/4
........
1.66
E
_' 0
2.6i
0,13
.............
90
4.83
-3.8 3 1
3.42
0 8
I
10" &
J?" 45
3.33 1
3.58 1
2.95
0.43I
D.
4.00
2.53
0.02
2 1/ 2
2 33 1
2.58
_.8,G
G.24
1/48
,, .
1I
.�.
-. 33 I
2 g1
01
1. __LHRUST BLOCKS ARE REQl11 E0 1,°✓HF_I IE`JER THE PIPELINE
: CHANGES DRE::TIO`d, CHAR
S17_E,
DEAD ENDS AND AT VALVES.
6" MIN. 17.5" -----•-.•••. i,. ( 6„ MIN.
2. USE
2500 P.S.I. OINCi?E: E.
a.
DEPT. STANDARDS
3. 1\10
CONCRETE SHALL BE POURED ON
ANY PARI OF
THE JOINT.
4. THE
CCNSLiLTIPJC ENC Ii1EER Si -I `,LL. uE
RESPOf�SIBI E
TO Tl1E 'VERIFY THE TYPE � SIZE
ALL
THRUSF BLOCKS.
CONCRETE
THRUST
BLOCKS
PITS
FIG. W - 3
.,� 4 d, .A
4 aQ A A d
d a
A'
d O1c:°
<i
d.
4,.
d
a
6" MIN. 17.5" -----•-.•••. i,. ( 6„ MIN.
q
4.
a.
DEPT. STANDARDS
4
4 d .
Q. A d ? . .d 4. Q.. .. O .Q
.Q ..d 4:.
6Q» _ I
44" MIN.
36„
74
d 4 4
4.
18" MIN.
-..••--17.5" a'
Qa37" MIN.
4
a'.
A
WINGNUT LOCKING ASSEMBLY
12" MIN.
b:
NOTES:
1, PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT,
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4",
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT BELOW' GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1 /2" METER
NTS
FIG. W -7B
TD -15
NO. DATE ISSUE
1 11117/15 REVISED PER COMMENTS
2 1119116 REVISED PER COMMENTS
3 3/9/16 REVISED PER COMMENTS
4 4/12/16 REVISED PER COMMENTS
5 6/17/16 APPROVED PLAN
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
Al
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270°)
18"-22"
7 CU. FT. ALVE BOX
#68 STONE
42"MIN 6" GATE
" o VALVE
8" X 6" TIMMONS GROUP
TEE YOUR VISION ACHIEVED THROUGH OURS.
'o VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
2500 P.S.I. CONCRETE' o THIS DRAWING PREPARED AT THE
°• >Q r. o ', CHARLOTTESVILLE OFFICE
BASE AND THRUST ` e ' " �: >' 9192ND ST SE
BLOCK AGAINST CHARLOTTESVILLE, VA 22902
UNDISTURBED STABLE TEL 434.295.5624
FAX 434.295,8317
SOIL, STEEL PILE Site Development lRes dent al lInfa toructurel Technology
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALLy� Wyk
BE USED AS ADDITIONAL SUPPORT.
N
�E 1
NOTEpp, p
,.. hJ CRL fiG NV TD } PIS KI P�
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE., i, No. 11i? Ir
2. MAINTAIN A 3 1�2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ��-71I
( INCLUDING DITCHES) D
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND; ' <1' ,-
VALVE BOX.l d
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF SEAL
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD -8
Albemarle County Engineering
Final Plan General Notes
Page 1 of 4
ALBEIMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Constructiou Notes
1, Prior to any construction within any existing public right-of-way, including connection to
any existing road; a permit shall be obtained fronn the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall confonn to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3 :1 or better are to be achieved.
6. Paved, rip -rap or stabilization 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 signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
& Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926),
ml=.JIKHIINLIJ JUIINI r'1111INUZ)
_VE BOX
TO METER BOX (SEE FIG. W -6A
THRU W -7E).
ZIES 2" COPPER
2" CORP. STOP
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
• GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECT AT MAIN WITH XN4" TEE.
• REFER TO FIG, W-3 FOR THRUST BLOCK DETAILS ON TETE.
REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
• USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE TIE
NTS
FIG. W -6C
TD -12
KEY PLAN
Perkins Eastman
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:
NOTES & DETAILS
SCALE: AS NOTED
■
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
2 1/2" THREADED SIAMESE
CONNECTION FOR FIRE
DEPARTMENT (THREADS TO BE
o
CONSISTENT WITH LOCAL FIRE
DEPT. STANDARDS
2'W x 2'L x 0.3'H
SEAMLESS COVER SLEEVE
CONCRETE_\
COLLAR
IDENTIFICATION PLATE
71
/l
2.5' FROM
3/4" THREAD -0 -LET ON
FINAL GRADE
STEEL PIPE WITH 3/4"
TO OUTLET
AUTOMATIC BALL DRIP
ENCASED IN STONE
STANDARD CONCRETE
2'x2'x2' VDOT STD #57
THRUST BLOCK
STONE WRAPPED IN
FILTER FABRIC
*NOTE: PIPING
TO BE DIP. SIZE AND
CLASS 52. DIP
PIPING TO BE
RESTRAINEID JOINT.
SIAMESE CONNECTOR DETAIL
No Scale
NO. DATE ISSUE
1 11117/15 REVISED PER COMMENTS
2 1119116 REVISED PER COMMENTS
3 3/9/16 REVISED PER COMMENTS
4 4/12/16 REVISED PER COMMENTS
5 6/17/16 APPROVED PLAN
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
Al
LENGTH OF BRANCH VARIES
6' MIN 2' TO 10'
(270°)
18"-22"
7 CU. FT. ALVE BOX
#68 STONE
42"MIN 6" GATE
" o VALVE
8" X 6" TIMMONS GROUP
TEE YOUR VISION ACHIEVED THROUGH OURS.
'o VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
2500 P.S.I. CONCRETE' o THIS DRAWING PREPARED AT THE
°• >Q r. o ', CHARLOTTESVILLE OFFICE
BASE AND THRUST ` e ' " �: >' 9192ND ST SE
BLOCK AGAINST CHARLOTTESVILLE, VA 22902
UNDISTURBED STABLE TEL 434.295.5624
FAX 434.295,8317
SOIL, STEEL PILE Site Development lRes dent al lInfa toructurel Technology
RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALLy� Wyk
BE USED AS ADDITIONAL SUPPORT.
N
�E 1
NOTEpp, p
,.. hJ CRL fiG NV TD } PIS KI P�
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE., i, No. 11i? Ir
2. MAINTAIN A 3 1�2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ��-71I
( INCLUDING DITCHES) D
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND; ' <1' ,-
VALVE BOX.l d
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF SEAL
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD -8
Albemarle County Engineering
Final Plan General Notes
Page 1 of 4
ALBEIMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Constructiou Notes
1, Prior to any construction within any existing public right-of-way, including connection to
any existing road; a permit shall be obtained fronn the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall confonn to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3 :1 or better are to be achieved.
6. Paved, rip -rap or stabilization 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 signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
& Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926),
ml=.JIKHIINLIJ JUIINI r'1111INUZ)
_VE BOX
TO METER BOX (SEE FIG. W -6A
THRU W -7E).
ZIES 2" COPPER
2" CORP. STOP
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
• GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECT AT MAIN WITH XN4" TEE.
• REFER TO FIG, W-3 FOR THRUST BLOCK DETAILS ON TETE.
REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
• USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE TIE
NTS
FIG. W -6C
TD -12
KEY PLAN
Perkins Eastman
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:
NOTES & DETAILS
SCALE: AS NOTED
■
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
STEEL CAP
6" DIA. STEEL PIPE
FILLED WITH
CONCRETE AND
POWDER COATED
3.5' (COLOR TO BE
SELECTED BY
OWNER)
PAVEMENT PATCH
Tit l I I I—FFIIM,971-11 . 1.— 11 ITF,
IF,:
.. .� .. -III—I I II=I I �I I'
3.5' 4
a 2'-0" DIAMETER
3,000 PSI AIR -ENTRAINED
' CONC. FOOTING
4A .�
2MINIMUM CONCRETE
BELOW STEEL PIPE
BOLLARD DETAIL
No Scale
FRAME & COVER
(SEE FIG. S - I - D,E)
SLOPED AREA-�
2'-0"
STREET SURFACE OR
�-- NON - PA,VED AREA
V-0" MAX
4
RUBBER COATED STEEL
3' - 0" MIN
STEPS CAST IN PLACE I
PRECAST- REINFORCED
CONCRETE SECTIONS 1 2" MiN
"O" RING SEALS ,�. '` 16" iMA�
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.5"4' -10"
— I S '1
FROM I N L E T TO OUTLET
SHALL BE 0.20 FEET. I
CON CRET ;-. VARIES
DEPTH OF FLOW FILLETS -)
CHANNEL TO BE __, • �__,_.. -
3/4 DIAMETER G
CONTRIBUTING:
S EWE R.
1211
A ILLE i ED INVERT FOR A SMOOTH
T RANS(TION OF FLOW B ETWErN�.
INLET & OUTLET PIPE SHALL BE'
PROVIDED. �— MIN. 6" BEDDING
NOTE: W/ NO. 68 STONE
i
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOWE SOIL CONDITIONS.
2. THE CONSULTANT WILL DE I ERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO B E SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE - IN
14 MAX, 6'-0" 3..1
CONCRETE MORTAR RUBBLE CONCRETE
HANDRAIL (GUARD) INSTALLATION ON WALLS
SPECIFICATION
REFERENCE
504
Y4" DIA.
BOLTS
)ROUNDING
-_LECTRODE
1•'" COVER
-
& MINIMUM
pNTACT
N.T.S
FIG. S - I -A�
TD -21
'f2 ° DIA. SOLID STEEL SMOOTH
ROUND ROD (TYP.) OR
T' STANDARD PIPE. —�
2" O.D. STANDARD PIPE FOR RAILS
O.D. EXTRA STRONG PIPE FOR POSTS
(TYP.O.
I
�r
M
MAX.
A WIDTH OF ONE TREAD THAT IS
REQUIRED AT EACH BOTTOM RISER
HANDRAIL INSTALLATION
HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
GROUNDING MATERIALS INSTALLATION TIO BE IN ACCORDANCE WITH ST'D. FE -6.
I
FOR ALL DETAILS AND DIMENSIONS NOT SHOWN SEE ST'D. FE -CL.
SP3 O.D. SP3 OASTANDARD FE -CL
LINE POST LINE POST
-SP1 O.D. WIM Oki
CAULK AROUND ALL POST
WITH SILICON SEALER
THOUURNBUOCp LE� NI ll
SP4 O.D. METAL SLEEVES TO
;. 12" BE CENTERED IN TOP OF WALL
12°' 10'-0" 10'-0..
.>. . i.:.
CONTRACTION JO{NT
END OF RETAINING }HALL
REVD. RW -2 RETAINING WALL
' ALTERNATE INSTALLATION ON WALLS
NOTES:
THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD
NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR
IMPACT FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED.
yIjITH SOIL ---),-I HANDRAIL TO BE IN ACCORDANCE WITH T'HE LATEST EDITION OF THE VIRGINIA UNIFORM
STATEWIDE BUILDING CODE.
STANDARD HANDRAIL �vooT
METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF i
VIRGINIA DEPARTMENT OF TRANSPORTATION 601,05
F1
W
B,, ,L�
w
z
Lv
_j
I—
J
I CONC. BASE
H SLOPED TO FLOW
!NEL 1/4" V MIN
BRANCH
-IONS TO
,u v,,,, OL' --S SHALL
B E CORED AND A FLEXIBLE
CONNEL-TIOIN BOO..
INSTA.LLE(D
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S - I - B
TD -23
EXIST GRADE" METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
J" CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
OF LINE
CLEANOUT DETAIL
No Scale
TOP OF WALL ELEV. VARIES
GEOGRID REINFORCING AS
0 0 0 SPECIFIED BY I
0 o MANUFACTURER I
I
0
o 0 o I
STONE FILTER BLANKET I
CONTINUOUS ALONG WALL I
o 0 o AS SPECIFIED BY
MANUFACTURER I
0 0 o I
BOTTOM OF WALL o 0
ELEV. VARIES i
REINFORCED FILL I
vd o I
.------------!
FOUINDATION 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 INFORIMATION 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 WEIIGHT, 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 PROFESSIONAL ENGINEER (REGISTERED IN THE
STATE OF VIRGINIA) THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION:
-GEOGRID MANUFACTURER AND MODEL/SERIES
-BACKFILL 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
to
co
— O
c l E Gn m
��
O J r M Y fl
�O
UY Na E-
E
J Q
TYPICAL MANHOLE 1=
N.T.S
FIG S -1-D
TD -25
b3E
E
N E
00
r7
W
>
0
0
¢ ^0
oa�IT- 0EEoEw O
CD .. cda r I Ln _ fYjy �-
co N �, in ,� ¢ (j
N E W ev 0 LLI
E z v�
0
a -
o 0
E
00
N E u _C0_ E
Ln
CO
z
Q Q O
a ofE ¢—
�oE, tiE of �0E a� W
CD
CO
N
LL.
WE & COVED
SEWER, SERVICE LATERAL CONNECTION NOTES:
. WI-IERE A SEWFR 'SERVICE LATERAL CONNECTS 110 A. iVIANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
NDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BEL: AT LEAST 0.2' F':IGI-1ER THAN 1 -I --1E
TOP (CROWN) ELEVATION OF THE THE LUVNEST PIPE CONNECTED
TO THE i1ANl10LE.
ER i, n 1 C) ' n
�. SEWER. �.HIERAu Tf,P� ED !�1�t� hN -XiSTING SEVJEr i=/fAll`! 5HA1...L
BE CONNECTED USING A PIPE SADDLE.
Mif�(IsV,UP. GRADE FOR SEWER SERVICE COi�INECTIOhJ SHALL gF E'a�
1
(]//4" PER FOOT jA2
4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER i' MIN
5, ALL SF'v%/ER LATERALS SHALL HAVE A �1,,IINIMUIVI COVE(
OF 3 FEET.
SALT
TREATED
FINISHED2 x a GROUND MARKER
I
. ,� SSSS
PLUG END OF
MAIN LINE '''! SERVICE LATERAL
SECTION
1.1 /J
"e
.........................
I
I
l
l
_ _.
•. SSSS - �........ ... .....? 3 w...
��--- IN LINE WYE --TEE
PLAN!
I I
I 1 VARIES
�L
SEWER SERVICE LATERAL CONNIECTION
N.T.S.
FIG. S - 2
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
smoo**�
,
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
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 Infrastructure) Technology
a >I
Q, b ,b
��
'
CPA IG 7_. KOTARSKT>
SEAL
KEY PLAN
Perliffis Eastman
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
19275 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:
NOTES & DETAILS
SCALE: AS NOTED
C1.2
SUBMISSION TO ALBEMARLE COUNTY
08!24/2015
EXISTING CONDITIONS
Co GO
z z
SCALE 1"=20' SCALE V=20'
DEMOLTION PLAN
0 20' 40' 0 20' 40'
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
• •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS,
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
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 lInfrastmdurel Technology
SEAL
KEY PLAN
Perliffis EL-Viastman
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:
IN WE I I FA
11111111,
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING TITLE:
EXISTING
CONDITIONS &
DEMOLITION PLA
SCALE: AS NOTED
C2.0
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
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
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS,
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
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 lResidential lInfrastructurel Technology
SEAL
KEY PLAN
Perkins Eastman
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:
MR%
1101,14b •
•
ON
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING TITLE:
SITE LAYOUT
SCALE: 1"=20'
C4.0
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
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
•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
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 IRes! den tial I Infrastructure l Technology
SEAL
KEY PLAN
Perkins EL-Viast, man
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:
SITE LAYOUT
SCALE: 1"=20'
c4ml
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
PROP.
RETAINING
WALL
EX.
1"=50'
HORIZ SCALE:
W
1
f~ N
r
x
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VERT SCALE:
q
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-
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q
PROP
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C-0Lnd- a_
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11+00 11+50
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i
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p (D
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6'X2" TEE
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ELEVATION WITH
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..
22.74; OF
11+00
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............ .�........................................im..,..,...._ _....3
- F- + C7 F-
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15" HDPE
NOTE: MAINTAIN 3.5'
N W - `t 0
Z + (7) dN- F-
MIN. OF COVER ON
@ 0.50%
109
F
6.83'6F
!
WATERLINE 425
Z NoP�
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po
12" H P L
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NC14
415
�5 30° °
5
@ 0.5� %
415
104A: 24" Basin - Circular Grate
450
450
STA 10+05.89
101
_.._
..._._� .._
..v...._,
TOP 428.00
131.47
O
INV OUT 424.33 (105A)
210: MH -1
15" HDPE
STA 11 +39.91
TOP 444.13
@ 7.24°/6
,
410
445
I
_ 445
435 435
INV OUT 436.87 (209)
410
rn
r
N
N
GRADE
9+50 10+00 11+00 12+00 12+25
110:ADS "STORTECH"
STORAGE TANK
TOP ELEV. 427.20
BOTTOM ELEV. 421.20
INV OUT 421.20 (109)
110: ADS "STORMTECH"
STORAGE TANK
BOTTOM ELEV. 421.20
TOP ELEV. 427.20
INV. IN 425.00 (111)
M
ME
9+00 10+00 10+50
T
<= W
O
N r
O O
r
O
r ID (.0
_ + F-
O 'M
�r'''Z0
o F- O >>
N cn iF- z z
445
O
co i N
CD
N Lo
rn
CQ O Ln Lt)
OQEE N
r r- co C0! -,zr
+ M N' F-
+
2E z; 0
o1�--O>;>
N(nF-Z'Z
PROP.
GRADE
430
201
27.30' OF
12" HDPE
420 @ 6.74%
5
445
AROUND 440
oe
2.6' Min Cover
4.0' 204:60" CMP
STORAGE PIPE
- - -435 TOP ELEV. 436.50
BOTTOM ELEV. 431.50
INV OUT 431.50 (203)
430
STEEL PLATE WEIR WALL
5
6.5" ORIFICE 431.50
6" ORIFICE 433.50
425 TOP WEIR 435.50
204:60" CMP
STORAGE PIPE
TOP ELEV. 436.50
BOTTOM ELEV. 431.50
420 INV IN 434.80 (205)
LO Lr
r O O C
07 tS) LSA Lr
O M C,
= + - q q
�crd'Z G
old-O>�
N(nF-Z 2
0
) N
)
LO
co
.O
a
.z
9+00 10+00 11+00 11+50
HORIZ SCALE:
1"=50'
HORIZ SCALE:
1"=50'
HORIZ SCALE: 1"=50'
f~ N
r
HORIZ SCALE:
1"=50'
co
1 "=5
VERT SCALE:
q
(
Z
C-0Lnd- a_
VERT SCALE:
1 "=5
+ ai M F- F-
z
+ CO F-
11+00 11+50
9+50 10+00
o
LO Lr
r O O C
07 tS) LSA Lr
O M C,
= + - q q
�crd'Z G
old-O>�
N(nF-Z 2
0
) N
)
LO
co
.O
a
.z
9+00 10+00 11+00 11+50
HORIZ SCALE:
1"=50'
HORIZ SCALE:
1"=50'
HORIZ SCALE: 1"=50'
f~ N
r
HORIZ SCALE:
1"=50'
VERT SCALE:
1 "=5
VERT SCALE:
1 "=5
VERT SCALE: 1 "=5
Z
C-0Lnd- a_
VERT SCALE:
1 "=5
C9
M F- �
Ln
r
O
r
IS) N O
r
f~ N
r
F-
N C:)0
�-' O
N
OCOMM
M O J Z
O LO
M a(.0
M O
N r h
m
Z
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o
t ?
+ ai M F- F-
z
+ CO F-
oa
z NW��z
o
435
.�-.. ._
_
E
r1-0
N WF
-0z z
N(nl-
z a_U)I--
455
455
I
EX.
GROUND
F- W
i
8.63' OF
I
d f
r Z Z O
43015" HDPE •
i
430
p (D
o
.........
E
�z�
Q
204:60"C. P STORAGE PIPE
450
z
6No � 450
m -m ......... �..........................
.....; .
_ .......
U)
C) ZD
i.......
BOTTOM ELEV. 431.50
N w
i
�
425
6'X2" TEE
PAPE 207
W
H -0
N d
U) F-
44
GRADE 440
STR 204 - 218
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
CLEANOUT
1 STA 10+07.72
TOP 430.76
INV IN 426.77 (BLDG -1)
INV OUT 426.77 (1 -EX)
EXISTING MANHOLE
Y
STA 10+37.34
TOP 431.84
INV IN 425.88 (1 -EX)
INV. OUT = 424.73 (8" PVC)
/-EX. GROUND
430
PROP. GRAD
BLDG -1H
I
L
420 7, 72 OFi
1 -EX', 420
_
_..............._6" P V Cm »....
.-..... �....-m.... _._
ITV OF
@ 3.00%�
6" PWC
?
i
@ 3.00%
i
?
415
415
@
?X.
GROU NID
FIREICY Aff
l
n1$ O� ;
15" HDPE
435
.�-.. ._
_
E
435
............
" ` .....440
,........... ...........
5721`'
NDS
@
1 2SJ
213
I
EX.
GROUND
PROF.
GRADEI
8.63' OF
I
d f
r Z Z O
43015" HDPE •
i
430
@_...
2.32%
i
.........
E
204:60"C. P STORAGE PIPE
I
�
NU)F
TOP ELE. 436.50
:...........................
... ......... I
�... .............. r..
i.......
BOTTOM ELEV. 431.50
F
STORM
425 INV IN 43q.00 (213)
425
6'X2" TEE
PAPE 207
COORDINATE
Lq CO M
Q O
ELEVATION WITH
0') LO
co CO
CONNECTION TO EXISTIN
O `n -
O
PLUMBING PLANS
Z1 , d �r
WATERLINE VERIFY
O
® O d
°430
11+50
9+50 10+00
11+00
STR 204 - 218
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
CLEANOUT
1 STA 10+07.72
TOP 430.76
INV IN 426.77 (BLDG -1)
INV OUT 426.77 (1 -EX)
EXISTING MANHOLE
Y
STA 10+37.34
TOP 431.84
INV IN 425.88 (1 -EX)
INV. OUT = 424.73 (8" PVC)
/-EX. GROUND
430
PROP. GRAD
BLDG -1H
I
L
420 7, 72 OFi
1 -EX', 420
_
_..............._6" P V Cm »....
.-..... �....-m.... _._
ITV OF
@ 3.00%�
6" PWC
?
i
@ 3.00%
i
?
415
415
CO
� o
9+50 10+00 11+00
+50
PRIVATE SANITARY PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
445
425
__.. _ __..
i
3a.�10 P�
445
105A
yo
O
5.89' OF
@
?X.
GROU NID
FIREICY Aff
l
15" HDPE
A-SrSI#MBLY
_
E
440
" ` .....440
,........... ...........
....-..................... ... ... .........
O Lo tri Lo b-
O Mm F-
PROF.
GRADEI
45° BENS
I
d f
r Z Z O
45° BEND!
06'
22.5°+45° BEND
€;
E
I
�
NU)F
435._
:...........................
... ......... I
�... .............. r..
i.......
COffVEION TO 435
F
STORM
BUILDING
� M
6'X2" TEE
PAPE 207
COORDINATE
Q � N
Q O
ELEVATION WITH
CONNECTION TO EXISTIN
O `n -
O
PLUMBING PLANS
430
WATERLINE VERIFY
O
® O d
°430
:......m.........
...
LOCATION AN.D-.ELEVATlO
O Lo N O
............ .�........................................im..,..,...._ _....3
- F- + C7 F-
M Oi r
(D(::)Lr) v �r
NOTE: MAINTAIN 3.5'
N W - `t 0
Z + (7) dN- F-
MIN. OF COVER ON
425
!
WATERLINE 425
455
cO
CJCj
Oo
po
�0�
O6
M't
NC14
ho
t<
�y) r--
104A: 24" Basin - Circular Grate
450
9+50 10+00 11+00 12+00 13+00 13+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
®�1 435
425
__.. _ __..
i
3a.�10 P�
105A
yo
O
5.89' OF
@
N N Lo
15" HDPE
07
O L0 Lf)
Oc0OO
@ 2.00%
'
430
420
A
O Lo tri Lo b-
O Mm F-
=++d
d f
r Z Z O
NU)F
Zz z
F
� M
Q � N
Q O
O 0
O
Zr
O `n -
O
J CO
i Q O M
O
® O d
Z Q' M d
O Lo N O
- F- + C7 F-
M Oi r
(D(::)Lr) v �r
N W - `t 0
Z + (7) dN- F-
�WFo> ���zz0
455
N w�F-z
455
®F -0z > >
z Z
104A: 24" Basin - Circular Grate
450
450
STA 10+05.89
_.._
..._._� .._
..v...._,
TOP 428.00
INV OUT 424.33 (105A)
210: MH -1
STA 11 +39.91
TOP 444.13
INV IN 437.06
445
_ 445
435 435
INV OUT 436.87 (209)
PROP.
GRADE
EX.
GROUND
PROP:.
f GRACE
440
440
430 430
®�1 435
425
__.. _ __..
l - EX, 425
_. .._.........
GROUND
3a.�10 P�
105A
yo
5.89' OF
@
15" HDPE
@ 2.00%
'
430
420
420
M O
M
Mrn
Cl)
d'
9+50 10+00 11+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
415 Ii 41
L
N�
9+50 10+00 11+00
STR 104A - STR 104
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
i
L
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
•ii��s
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
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 (Residential I Infrastructurel Technology
SEAL
KEY PLAN
Perliffis Eastman
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:
PROFILES
SCALE:
C6.0
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMEND SHALL BE A FULL CUTOFF LUMINARIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHIT AWAY FROM AD)OINING RESIDENTIAL DISTRICTS AND AWAY FROM AD3ACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOR-CANDLE,
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7, 1, V.
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
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
-
-
- VIRGINIA I NORTHCAROLINA I 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 I Residential I Infrastructure I Tech no logy
- .
SEAL
KEY PLAN
Per-kins Eastinan
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
WM JORDAN
708 BAINBRIDGE STREET, RICHMOND, VA 23224
Civil / Site:
TIMMONS GROUP
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
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:
MEMORY CARE &
ASSISTED LIVING
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING TITLE:
PHOTOMETRIC PLAN
SCALE:
El mO I
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
KEY PLAN
A L1rjyL7jV1A L1gGjVr1)V,0 flA L1r,&a7jv1A Lfajynjva,�
I Nominal (wrel&d (T';! Temperature .�3 per AN'i C78.377 , 2008,
MDT if
Rfl,
N'i k G� n
PROJECT TITLE:
BRANCHLANDS
MEMORY CARE &
ASSISTED LIVING
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No: 55930.00
DRAWING TITLE:
LIGHTING
CUTSHEETS
SCALE:
E2mO
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
TREE CANOPY( CALCULATIONS TIVIP 61Z -3 -SA
SCIENTIFIC NAME
COMMON NAME
NO
Size
CANOPY (SF)
TOTAL (SF)
AMELANCHIER ARBOREA
BETULA NIGRA'HERITAGE'
DOWNY SERVICEBERRY
HERITAGE RIVER BIRCH
12
5
7'-8' HGT.
12'-14' HGT.
130
397
1560
1985
CERCIS CANADENSIS
REDBUD
6'
7-8' HGT.
124
744
CORNUS FLORIDA
WHITE FLOWERING DOGWOOD
4
7'-8' HGT.
124
496
CORNUS FLORIDA "RUBRA"
PINK FLOWERING DOGWOOD
4
7'-8` HGT,
124
496
CHIONANTHUS VIRGINICUS
FRINGE TREE
9
7'-8' HGT.
12.5
112.5
JUNIPERUS VIRGINIANA "IDYLLWILD"
1DYLLWILDJUNIPER
5
7'-8' HGT,
16
80
iAGERSTROEMIA NATCH'EZ'
NATCHEZ CRAPEMYRTLE
14
9'-10' HGT
77
1078
MAGNOLIA SOULANGIANA "ALEXANDRINA"
ALEXANDRINA SAUCER MAGNOLIA
2
3"-3.5" CAL
145
290
QUERCUS' PHELLOS
WILLOW OAK
1
3"-3.5" CAL
370
370
TOTAL PROVIDED 8224
REQUIRED= 10% * 0.97A,C (SITE AREA)= 4225.32SF
......
TMP 61Z-3- SID 'Landscape Summary
....
Parking & Vehicular Circulation13820.48 sf
.. ... ... .... .... ........ ...... ... ....
Required Landscape Area (5% of Parking & Vehicular Circulation) = 691.02 sf
Provided Landscape Area 12507 sf
..... ... .. .
.......... ............ ........... .............. ......... .................. ..._.... ........... .......... ..... ......... ........................ .......... .......... ....:.. .......... ....
Parking Screening Provided by Existing Shrubs'
. .......... ........
1 Large Shade Tree per 10 Parking Spaces ' 23 Parking spaces = 3 Large Shade Trees
Provided = 3=.Large Shade Trees
........ ......
Required Canopy ( (r/, of Site Area) = 0.621 AC * 10 2700 sf
Existing Landscape used towards canopy requirement
DATE
Larne No
Canopy (sf)
Total (sf)
REVISED PER COMMENTS
Willow Oak 1
370
370
3
White Oak 2
243
486
4/12/16
Chert 8
87
696
APPROVED PLAN
Dogwood 1
1•:.24
124
Magnolia 1
82
82'
Red Maple 2
277
354
Proposed Trees on TMP 61 -Z - 3D
Name
No Canopy
Total'
Willow Oak (1.5"-1.75" Cal, Minimum)
1 370
370
Red Swamp Maple (15"-1.75`° Cal. Minimum)
3 397
1191
Total Canopy on TMP 612-3-5D= 3673
Note. With the,exception of the fourtrees shownto be removed onC2.0
no other landscaping to be removed.
SEE SHEET 1-1.0 FOR DETAILED
LANDSCAPE PLAN
WILLOW OAK
E ISTIN
SCR NIN
S UBS
WHITE
EXISTING
SCREENING
SHRUBS
co
Go
0
Q
z
WHITE OAK
EXISTING
SCREENING
SHRUBS
SCALE 1"=20'
0 20' 40'
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
•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTHCAROLINA I WESTVIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 2ND ST SE
CHARLOTTESVILLE, VA 22902
TEL 434.295.5624
FAX 434.295.8317
www.timrnons.com
Site Development IResidential I Infrastructure l Technology
Q Ck'A,tG 10j J. K' 'I.N.PS KI
Lic, No. 04020)48507
7/1 (0
f �/ G
SEAL
KEY PLAN
Perliffis Eastma][11
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 8t 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:
OVERALL
LANDSCAPE PLAIN
SCALE: 1"=20'
L0.1
SUBMISSION TO ALBEMARLE COUNTY
08/24/2015
02 - PLANTING DESIGN SCHEDULE
SCALE:NTS
LANDSCAPE 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 41, 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 MATERIALS 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.
1
9. CONTRACTOR SHALL LOCATE ALL PROPERTY LINES. NO WORK SHALL BE PERFORMED ON
ADJACENT PROPERTY OR ROAD RIGHT-OF-WAY WITHOUT WRITTEN PERMISSION BY THE OWNER.
10. CONTRACTOR SHALL INSPECT THE SITE TO CONFIRM EXISTING AND PROPOSED CONDITIONS AND
SHALL CONTACT THE OWNER AND ARCHITECT IMMEDIATELY SHOULD THERE BE DISCREPANCIES
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.
12. THE CONTRACTOR SHALL G UAREN TEEI WARREN TY 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 FOR OBTAINING WRITTEN PERMISSION FOR ALL OFF-SITE
LANDSCAPE IMPROVEMENTS ALONG THE PROPOSED PRIVACY FENCE ALONG THE WESTERN SITE
BOUNDARY. THE LANDSCAPE CONTRACTOR SHALL FULLY COORDINATE AND PERFORM ALL WORK AT
THE DIRECTION OF THE OWNER.
15. OFF-SITE BUILDING LOCATIONS AND FOOTPRINTS ALONG THE WESTERN PRIVACY FENCE ARE AS
SHOWN FROM COUNTY OF ALBEMARLE GIS MAPPING AND ARE ASSUMED 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.
111111�' 0
(D
0
PE SYMBOLS KEY
-
m
DECIDUOUS TREE
EVERGREEN TREE
--- _'�`�7�l - ----- -
I
I HERBACEOUS PLANTINGS
F- — 1
I- — __- 1 HERBACEOUS PLANTINGS
! I -A,
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+ + + �
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�_ -, -
i , , " � ,
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\ � I " � __� , / - - - / __ / � _�� "', ______� __
NO. DATE ISSUE
11/17/2015 - COUNTY COMMENTS -
-1/19/2016 - COUNTY COMMENTS
3/03/2016 - COUNTY COMMENTS
4/12/2016 - COUNTY COMMENTS
ANHOLD ASSOCIATES.
LANDSCAPE ARCHITECTURE + PLANNING
8311 ROCKFISH GAP TURNPIKE
GREENWOOD VA 22943
434.882.3420 ANHOLDLA.COM
� 2016-01-19
DAVID T. ANHOLD
U r" �. ,-) , , ;�_
A-a,Vt�I',, ",-,�,(
J6, CERTIFICATE No. t
,,
'. UUU31 1 $
zA"sCA0-
`-'
,3EAL
Peirl'slills IF-19j'astman
520 WEST SIXTH STREET
CHARLOTTE, NC 28202
T� 704.940.0501
F, 704.362,4602
Owner:
CAMBRIDGE HEALTHCARE
GRAHAM L. ADELMAN
1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE
VA 22901
OWNER'S REPRESENTATIVE:
MILESTONE PARTNERS
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Civii / Site:
TIMMONS GROUP
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
Structural:
LAURENE RICKHER & SORRELL
8701 RED OAK BLVD # 520 CHARLOTTE NC 28217
Mechanical & Plumbing:
OPTIMA ENGINEERING
1927 3 TRYON ST #300 CHARLOTTE NC 28203
E�ectrical:
OPTIMA ENGINEERING
1927 S TRYON ST #300 CHARLOTTE NC 28203
PROJEC"T''ITFLE:
MEMORY CARE &
ASSISTED LIVING
1250 BRANCHILANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT No� 55930�00
DRAWING TITLE:
GARDEN
LANDSCAPE PLAN
SCALE:AS NOTED
Lml
DESIGN DEVELOPMENT PROGRESS
01 - GARDEN PLANTING PLAN . � NOT FOR CONSTRUCTION
SCALE: 1" = 10' 09/08/2015
NOTES:
1) PRECAST STONE, MONTEROS URN FOUNTAIN FROM
GARDEN FOUNTAINS & OUTDOOR DECOR.
WWW.GARDEN-FOUNTAINS.COM
2) FOUNTAIN SIZE: 47" DIA. X 26" TALL
3) ALL FOUNTAIN, PLUMBING, AND ELECTRIC DESIGN AND
INSTALLATION DETAILS BY OTHERS.
08 - ASSISTED LIVING GARDEN FOUNTAIN DETAIL
SCALE: NTS
NOTES:
1) LAZY HILL FARM DESIGN WITH WOOD POST FROM'THE
GARDEN GATES. WWW.THEGARDENGATES.COM
You may also like
Cammran, mw, Post
Dust pog
NOTE:
PREMIUM STEEL MAILBOX AND CAMERON POLE BY WALPOLE
OUTDOORS OR EQUAL. ALL INSTALLATION DETAILS BY OTHERS.
05 - MAIL BOX AND POLE DETAIL
SCALE: NTS
NOTES:
1) FENCE SHALL BE WOOD. ALL CONSTRUCTION DETAILS BY
OTHERS.
2) SIZE: 6'-0" HGT.
3) FINAL COLOR SHALL BE DARK SHUTTER GREEN OR AS
DIRECTED BY OWNER.
06 - SCEEN FENCE DETAIL DIETAIL
SCALE: NTS
NOTES:
1) POLISHED BASALT BOWL FOUNTAIN BY COVERALL STONE
OR EQUAL. WWW.COVERALLSTONE.COM
2) SIZE: 24"-30" DIAMETER, 24" HGT.
3) ALL FOUNTAIN, PLUMBING, AND ELECTRIC DESIGN AND
INSTALLATION DETAILS BY OTHERS.
SET TRUNK PLUMB. SEE
PLANS FOR EXACT LAYOUT
AND SPACING.
TREE TIES, SEE SPE
THREE 2" SQ. OAK
SET 120 DEGREES
APART
FINISHED GRADE
APPLY 3" OF MULCF
PLANTING AND WA7
THOROUGHLY
4" COMPACTED EAF
WATERING BERM
EXISTING GRADE
PLANTING PIT. SEE
EXACT RQMTS, PLA
PLANTING SOIL AME
REMOVE BURLAP &
FROM TOP 1/3 OF R
BALL
UNDISTURBED SOIL
01 - TREE PLANTING DETAIL
SEE PLANS FOR EXACT LAYOUT. SPACE
PLANTS AS SPECIFIED IN PLANT LIST
OR AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
ARCHITECT.
MULCH 4" DEEP IMMEDIATELY
AFTER PLANTING AND WATER
THOROUGHLY.
PLANTING PIT, SEE
SPECIFICATIONS FOR EXACT
REQUIREMENTS, PLANTING SOIL,
AND PLANTING SOIL
AMENDMENTS.
GROUND COVER AND/OR
PERENNIAL PLANTING BED. SEE
SPECIFICATIONS FOR BED
PREPARATION, PLANTING SOIL, &
SOIL AMENDMENTS.
SLOPE PLANTING
BED FOR POSITIVE
DRAINAGE
IIu(l11
i. �•��i�i�i�i�i�a���� .E
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE
THAN 1 "ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 1/3 OFROOTBALL
3" TALL WATERING
BERM
FINISHED GRADE
w
a
NOTE FOR SHRUB BEDS:
SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR
EXACT BED PREPARATION, PLANTING SOIL, AND
PLANTING SOIL AMENDMENTS.
02 - SHRUB PLANTING DETAIL
SCALE: NTS
LAYOUT VARIES, SEE PLAN
................................................ *.* * , J -
SPACE PLANTS AS SPECIFIED IN
PLANT LIST OR AS SHOWN. ADJUST
SPACING AS NECESSARY TO EVENLY
FILL PLANTING BED OR AREA.
MULCH 3"DEEPAFTER PLANTING
'AND WATER THOROUGHLY
FINISH GRADE
cUSGRQ DE
03 - PERENNIAL PLANTING DETAIL
SCALE: NTS
NOTE:
ARBOR WITH GATE BY WALPOLE OUTDOORS OR EQUAL.
ALL INSTALLATION DETAILS BY OTHERS.
SCALE: NTS SCALE: NTS
NO. DATE ISSUE
11/17/2015 - COUNTY COMMENTS
1/19/2019 - COUNTY SUBMISSION
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 ROCKFISH GAP TURNPIKE
GREENWOOD VA 22943
434.882.3420 ANHOLDLA.COM
F2016-01
-19 9
DAVID T. ANHOLD i
CERTIFICATE No.
000311
Al& L�NDSCAY$ ��G�
SEAL.
j
KEY PLAN
Perkins Eastman
520 VEST SIXTH STREET
CHARLOTTE, NC 28202
T. 704.940.0501
E. 704.362.4602
Owner:
CAMBRIDGE HEALTHCARE
GRAHAM L. ADELMAN
1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE
VA 22901
OWNER'S REPRESENTATIVE:
MILESTONE PARTNERS
300 2ND STREET NE CHARLOTTESVILLE, VA
22902
Civil / Site:
TIMMONS GROUP
919 2ND STREET S.E. CHARLOTTESVILLE VA
22902
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
PROJECT TITLE:
BRANCHLANDS
MEMORY CARE &
ASSISTED LIVING
1250 BRANCHLANDS DRIVE,
CHARLOTTESVILLE, VA 22901
PROJECT NO: 55930.00
DRAWING TITLE:
LANDSCAPE
DETAILS
SCALE: AS NOTED
L-2
DESIGN DEVELOPMENT PROGRESS
NOT FOR CONSTRUCTION
09/08/2015