HomeMy WebLinkAboutSDP201500044 Plan - Revision 2016-04-15S
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SITE DATA:ENGINEER:TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TIMMONS.COMTAX MAP PARCEL: 61Z-3-5ALIMITS OF DISTURBANCE: 1.36 ACZONING: PUD, SPECIAL USE PERMIT 2014 (SP201400010), ZONING MA
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(ZMA 198000026), SPECIAL USE PERMIT 1980 (SP198000063)MAGISTERIAL DISTRICT: RIOSOURCE OF BOUNDARY AND TOPOGRAPHY:TIMMONS GROUP2815 N AUGUSTA STSUITE CSTAUNTON, VA 24401TELEPHONE: 540-885-
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CONTACT: PAUL HUB
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PAUL.HUBER@TIMMO
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SURVEY CONDUCTED: JANUARY 17, 2014DATUM:HORIZONTAL: NAD83(NA2011) VIRGINIA ST
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VERTICAL: NAVD88 ESTABLISHED THR
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SMARTNETBUILDING SETBACKS:FRONT: 0FTREAR: 20FTSIDE: 20.5FT(SW PROPERTY LINE, 0FT OTHE
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BUILDING HEIGHT:62' (4 - 12' FLOORS OVER 14' BASEMENT, STE
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BUILDING SQUARE FOOTAGE: 85,730 SFBUILDING FOOTPRINT: 19,763 SFOPEN SPACE PROVIDED: 0.31 ACRES (31.96%)PROPOSED USES: HEALTHCAREPROPOSED UNIT: 83 TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.91 ACRESWETLAND IMPACTS: NONEUTILITIES:ACSADRAINAGE DISTRICT: MEADOW CREEK WATERSHEDPARKING:PARKING REMOVED: 21 SPACESPARKING ADDED: 22 SPACESNET GAIN: 1 SPACESMANAGED STEEP SLOPES ARE LOCATED WITHIN THE PROJECT LIMI
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A
I
L
GENERAL NOTES1.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
STANDARDS.2.PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY
A
L
L
F
E
D
E
R
A
L
,
S
T
A
T
E
AND LOCAL AGENCIES.3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY
C
O
N
S
T
R
U
C
T
I
O
N
WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SAN
I
T
A
R
Y
L
I
N
E
S
,
WATERLINES, ETC, PRIOR TO CONSTRUCTION.6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPO
S
E
S
,
T
H
E
CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED
B
Y
T
H
E
O
W
N
E
R
'
S
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.8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WIT
H
I
N
T
H
E
R
I
G
H
T
O
F
W
A
Y
SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.9. IF PRE-CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR R
E
V
I
E
W
.
C
E
R
T
I
F
I
C
A
T
I
O
N
AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMIT
T
E
D
T
O
T
H
E
E
N
G
I
N
E
E
R
PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAIN
A
G
E
C
A
L
C
U
L
A
T
I
O
N
S
,
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 CONSTR
U
C
T
I
O
N
P
R
I
O
R
T
O
STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF TH
E
R
E
A
P
P
E
A
R
S
T
O
B
E
A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-
8
0
0
-
5
5
2
-
7
0
0
1
.
T
H
E
OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQU
I
R
E
D
B
Y
T
H
E
DEVELOPMENT.14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINE
S
.
(
N
/
A
)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIO
R
T
O
T
H
E
P
L
A
C
E
M
E
N
T
OF AGGREGATE BASE COURSE.16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FAC
I
L
I
T
I
E
S
A
S
D
E
E
M
E
D
NECESSARY .17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD I
N
S
P
E
C
T
I
O
N
(
P
R
O
O
F
ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE A
G
G
R
E
G
A
T
E
B
A
S
E
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALL
O
N
S
P
E
R
S
Q
U
A
R
E
YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST W
E
A
T
H
E
R
C
O
N
D
I
T
I
O
N
S
PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORM
E
D
T
H
E
R
E
Q
U
I
R
E
D
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FO
R
T
H
E
A
G
G
R
E
G
A
T
E
BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRU
C
T
U
R
A
L
F
A
I
L
U
R
E
S
PRIOR TO STATE ACCEPTANCE. (N/A)22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING O
F
T
H
E
S
U
B
G
R
A
D
E
.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND B
E
I
N
A
C
C
O
R
D
A
N
C
E
WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PRERE
Q
U
I
S
I
T
E
F
O
R
I
S
S
U
A
N
C
E
OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A)26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 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
B
E
A
2
0
'
T
R
A
N
S
I
T
I
O
N
ON EACH SIDE OF THE INLET. (N/A)28.CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STAN
D
A
R
D
S
A
N
D
GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER,
O
W
N
E
R
'
S
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 UNIF
O
R
M
S
T
A
T
E
W
I
D
E
BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.30.THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.31.HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.32.ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED
A
T
T
H
E
E
N
D
O
F
T
H
E
DAYALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A P
E
R
M
I
T
S
H
A
L
L
B
E
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT
T
H
E
R
E
Q
U
I
R
E
M
E
N
T
S
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.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 PL
A
N
A
N
D
M
U
S
T
B
E
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 B
E
T
T
E
R
A
R
E
T
O
B
E
ACHIEVED.6.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DE
S
I
G
N
E
E
,
I
T
I
S
D
E
E
M
E
D
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.8.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.9.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUS
T
R
Y
(
2
9
C
F
R
P
A
R
T
1926).BLASTING NOTES1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL
F
I
L
L
M
A
T
E
R
I
A
L
T
O
B
E
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.3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACIL
I
T
I
E
S
;
C
O
N
V
E
R
S
I
O
N
I
S
NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
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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
09 - BIRD FEEDER DETAIL
SCALE: NTS
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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 DETAIL
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 4
PLANS FOR EXACT LAYOUT I
AND SPACING. _
TREE TIES, SEE SPE
THREE 2" SO. OAK
SET 120 DEGREES
APART
FINISHED GRADE
APPLY 3" OF MULCF
PLANTING AND WAT
THOROUGHLY
4" COMPACTED EAF
WATERING BERM
EXISTING GRADE
PLANTING PIT. SEE
EXACT RQMTS, PLAI
PLANTING SOIL AME
REMOVE BURLAP &
FROM TOP 1 /3 OF Ri
BALL
UNDISTURBED SOIL
01 - TREE PLANTING DETAIL
SCALE: NTS
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.
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE
THAN 1 "ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 113 OFROOTBALL
3" TALL WATERING
PLANTING PIT. SEE / BERM
SPECIFICATIONS FOR EXACT
REQUIREMENTS, PLANTING SOIL, FINISHED GRADE
AND PLANTING SOIL
AMENDMENTS.
1.XBAZ[ ..
III of�..I II—
Iliii sill
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
GROUND COVER AND/OR
PERENNIAL PLANTING BED. SEE
SPECIFICATIONS FOR BED
PREPARATION, PLANTING SOIL, &
SOIL AMENDMENTS. SPACE PLANTS AS SPECIFIED IN
LAYOUT VARIES, SEE PLAN PLANT LIST OR AS SHOWN. ADJUST
SPACING AS NECESSARY TO EVENLY
FILL PLANTING BED OR AREA.
SLOPE PLANTING
BED FOR POSITIVE
DRAINAGE MULCH 3 " DEEP AFTER PLANTING
AND WATER THOROUGHLY
� I �
PVMTFINISH GRADE
:::. .
11=III=III..:::::::::::::::::::::::::::::....:::.:::.:::.:::.:::::::.:::::::.:::.:::.:::::::::::::.::::::::::::::::::::::::::::::I=III= .�..
IIIII�IIIII ... III —III
.. I I=1 1I-
03 - PERENNIAL PLANTING DETAIL
SCALE: NTS
Garden Arbor With Arch and Walk Gate
. _ SKU: Garden Arbor With Arch and Walk Gate
:� - •. S #
Enduring charm in the garden is assured with a decorative
k - , standard 4-foot wide arched arbor with a pergola -style top. The
standard Arched Arbor seen here is accompanied by a straight-
'' top Chestnut Hill walk date, horizontalivertical lattice panels on
the side, and a privacy fence with lattice sections. As an added
appeal.. this arbor will help encourage your favorite climbing
plants throughout the summer months -
zip
Garden Arbor With Arch and Walk
. 1 Gate
true to the many options available in our custom designs and shipping
`- or installation complexities, we are unable to offer this product online
♦ 1 L, Please call 800-343-6948 and we wifl be delighted to be of service
NOTE:
ARBOR WITH GATE BY WALPOLE OUTDOORS OR EQUAL.
ALL INSTALLATION DETAILS BY OTHERS.
NO. DATE ISSUE
11/17/2015 - COUNTY COMMENTS
1/19/2019 - COUNTY SUBMISSION
AN HOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 ROCKFISH GAP TURNPIKE
GREENWOOD VA 22943
434.882.3420 ANHOLDLA.COM
�4 2016 01_19�
DAVID T. ANHOLDf
CERTIFICATE No. �c�`,
�r 000311 �'
�f�� LANDSCA4� �4G
SEAL
D
KEY PLAN
Perliffis Eastman
520 WEST SIXTH STREET
CHARLOTTE, INC 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
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
07 - MEMORY CARE GARDEN FOUNTAIN
SCALE: NTS
04 - GARDEN ARBOR WITH GATE
SCALE: NTS
DESIGN DEVELOPMENT PROGRESS
NOT FOR CONSTRUCTION
09/08/2015