HomeMy WebLinkAboutSDP199100059 Plan - Approved Final Site Plan and Comps. 1991-07-18GENERAL. WATER A N C7 SEWER G4C7N0I T I ONS
-1 Work shall be subject to inspection by Albemarle County Serviice Authority
Inspectors. The contractor will be responsible for notifying the proper Service
Authority Officials at the start of the wor.k..
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 "general water and sewer
construction specifications as adopted by the Albemarle County/ Service Authority
on January 20, 1983, amended December 20, 1984, February 21, 1985 and July 1, ,
1989.
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 pipe shall have a minimum of 3 feet of cower measured from
the top of pipe over the centerline of pipe.
7. 20' wide easements, centered on the water and sewer pipeline and appurtenances,
shall be dedicated to the Albemarle County Service Authority, except where the
line is in a public road right of way easement, in which case the access
easement shall also be dedicated as an utility easement.
8. Ductile iron pipe shall be used in fill areas, unless 95% compaction can be
obtained and certified by an approved testing lab, at the Owner's expense.
9, 3' minimum separation required between water line and storm s;ewer culverts or 6"
separation when W.L. insulated . 1/2" thick therma-cel pipe -insulation in 3' x
4' sheets as manufactured by Nomaca, Inc. or equal approved by Albemarle County
Service Authority. Insulation to extend 5' beyond centerline (Df culvert in both
directions or 5' beyond ends of culvert when parallel.
GENERAL OCDP NSTR UQ—IFICON NC.) -IF ES
1=Q FR SITE RL-.4NS
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing iroad, a
permit for said construction shall be obtained _from the Virginia
Department of Transportation ( hereafter abbreviated V . D . O . T .) .
2. All paving and drainage related materials and construction methods
shall conform to current specifications and standards of V . D . O . T .
unless otherwise noted. .
3. Erosion and siltation control measures shall be proviided 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. Maximum allowable fill or cut slope is 2:1. Where
reasonably obtainable, lesser slopes of 4:1 or better are to be
achieved.
5. All drainage inlets shall have a 2 -inch local depression.
6. Paved or rip -rap lined ditch may be required when, in the opinion
of the Director of Engineering, or his 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, latest edition.
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 Industry (29 CFR Part 1926).
In addition to the above notes, the following statement must be included
on all site plans which require V . D . O . T . approval. The statement must
be signed by the developer of the property prior to tentative site plan
approval.
We the undersigned developer(s) understand that approval of
this plan by the County of Albemarle does not, necessarily
indicate Virginia Department of Transportation (VDOT) approval
of the plan. Approval of the plan by the County does not in
any way relieve me of my responsibility in obtaining final
VDOT approval prior to the issuance of building .permits and/or
certificates of occupancy.
DEVELOPER
DATE
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TABLE OF CONTENTS
1 - COVER SHEET/WATER, SEWER AND
CONSTRUCTION NOTES
2 - SITE PLAN
3 - LANDSCAPING PLAN
4 - EROSION CONTROL PLAN
5 - LAND TITLE SURVEY
6 —STORM SEWER AND SANITARY
SEWER PROFILES
7 - DETAILS
8 - DETAILS
REVISIONS
FATE
7, 1991
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SHEET
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FILE NUMBER
7244 11
SITE DATA
OWNER: THE CENTRE AT BRANCHLANDS PARTNERSHIP
10856 WILSHIRE BOULEVARO, SUITE 200
LOS ANGELES' CA 90024
D.B. 1018 P. 557
PARKING: '
REQUIRED: 1/100 S.f. — 5000 S.f. = 50
1/2OO S.f� — 41O21 �.f. = 205
' 255. SPACES
TOTAL
���'n~ SPACES INCLUDING 6 H.C.
PROVIDED:OEVELOPER' TOYS 'R^US' INC'
LEHMAN ARCHITECTURAL PARTNERSHIP
| WH
BUILDING HEIGHT' TOP OF ROOF LINE �O' 4^
GERRY SCHAEFER
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APPROVAL
DEPT.
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DEPT. OF PLANNING
&ComMuwITv DEVELOPMENT
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TOP OF PEDIMENT 4O'
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34 WOODLAND ROAD
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ROBELAND. NJ 07068
BUILDING SETBACKS' 30' BUILDING SETBACK AND
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LEGAL DESCRIPTION: T.M. 61Z3 P. 12. LOT 7
�|��ET FRONT AND SIDES
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PAVEMENT SPEC|F|CAT|^NS
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BRANCHiANDS�] B S33 P. 5�2-5�� PLAT
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USE: RETAIL TOY STORE
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OUTDOOR LIGHTING SHALL BE SHIELDED AND
-- � ERTIES
DIRECTED AWAY �HUM AUJA���1 �MU�
"G BASE NO 2|cx2|A
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DEPT.
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DEPT. OF PLANNING
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DEPT. OF ENGINEERING
VIRGINIA DEPT.
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ALBEMARLE CO.
SERVICE AUTHORITY
DEPT. OF ZONING
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VIRGINIA DEPT.
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ALBEMARLE CO.
SERVICE AUTHORITY
DEPT. OF ZONING
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FILE NUMBER
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FILE NUMBER
7244 1
KEYI
COMMON NAME
j - BOTANICAL NPM£
CALIPER
I HEIGHT
QUANTITY
H
'WHITE ASH
I FRAXINUS AMERICINA
3"
I S
E
BRADFORD PEAR
PYP.US CALLERYANA
3"
G
T
PAULS SCARLET HAWTHC'RNE
'-RATAEGUS L4EVLiATA
(OXYACANTHA) PAULII-
2"'
4
D
AHITE DOGWI-"'O
CORNUS FLORIDA
2"
g -
W
WILLC44 OAKQUERCUS
PHELLC-S
_
LEYLAf.G -YPRE iS
C'fPR L„SxQ $e�RI[IS
(-8_Ga2:
.5
-
'SARIENTC ]WEEN JUNIPER
JUNIPER CHINENSIS
'SARGENTII'
2 GAL.
H
HELLEkI HOLLY
( :LEX CRENATA HELLERI
12"-19"
13
N
DWARF NANDINA
i F
NAf:D INA LCMESTICA
I 'COMPACT'
12"-18"
,75
I
DWAEF ?NKBEF.RY HOLLY
ILEI( CLABRA 'CC44PACT'
18"-30"
--33
=
I
SKIP LAUREL
PRUNUS LAURCCEASU3
SCHIP'KAENSIS
12"-18"
82
"
LEATHERLEAF VIEURNUM
VIEURNUM RHYTIDOPH'& UM
I
12"-I8"
I 27
A
GLOSSY AEELIA
AEELIA CRANDIFLGRA
12"-18"
10
P
I RED F'HCTINIA
PHOTINIA FRASERI
16'-30"
32
M
CREPE MYRTLE
LAGER'STR'OEMIA INDIACA
HEIGHTS a CALIPERS INDICATED
ARE AT TIME OF PLANTING
42,250 S.F. AREA @ 12 PLANTS,/ L�
,100 S.F. = 5,100 PLANTS ± REQUIRED
TO BE PLANTED 3' O.C. IN
1
STAGGERED. ROWS
'SC
REVISIONS
APRIL 23, 1991
MAY 16 , 1991
JUNE 3, 1991
DiAT E
APRIL 15, 1991
scALE
111 = 30
CONTOUJR ,INTERVAL
c FEET
0
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_VIC.i MAP n.t.s
NORTH
i FFILE NUMBER
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72-244
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SITE DATA
OWNER: THE CENTRE AT BRANCHLANDS PARTNERSHIP
PARKING:
•
10860 WILSHIRE BOULEVARD„
SUITE 200
REQUIRED: 1/100 s.f. - 5000 s.f. = 50
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1/200 S. f. - 41021 s.f. = 205
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D. B. 1018P. 557
TOTAL 255
SPACES
0
DEVELOPER: TOYS "R" US, INC.
PROVIDED: 270
SPACES INICLUDING 6 H.C.
LEHMAN ARCHITECTURAL
PARTNERSHIP
BUILDING HEIGHT: TOP OF ROOF LINE 30' 4"
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GERRY SCHAEFER
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TOP OF PEDIMENT 40'
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LEGAL DESCRIPTION: T.M. 61Z3 P.
12, LOT 7
10' PARKING SETBACK -FROM
.1 co
BRANCHLANDS,
D.B. 933, P. 562-564 PLAT
STREET FRONT AND SIDES
PAVEMENT SPECIFICATIONS
SITE DATA
OWNER: THE CENTRE AT BRANCHLANDS PARTNERSHIP
PARKING:
•
10860 WILSHIRE BOULEVARD„
SUITE 200
REQUIRED: 1/100 s.f. - 5000 s.f. = 50
LOS ANGELES, CA 90024
1/200 S. f. - 41021 s.f. = 205
D. B. 1018P. 557
TOTAL 255
SPACES
0
DEVELOPER: TOYS "R" US, INC.
PROVIDED: 270
SPACES INICLUDING 6 H.C.
LEHMAN ARCHITECTURAL
PARTNERSHIP
BUILDING HEIGHT: TOP OF ROOF LINE 30' 4"
.,
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GERRY SCHAEFER
0
TOP OF PEDIMENT 40'
s
34 WOODLAND ROAD
-A
ROSELAND, NJ 07068
BUILDING SETBACKS: 30' BUILDING SETBACK AND
LEGAL DESCRIPTION: T.M. 61Z3 P.
12, LOT 7
10' PARKING SETBACK -FROM
BRANCHLANDS,
D.B. 933, P. 562-564 PLAT
STREET FRONT AND SIDES
PAVEMENT SPECIFICATIONS
USE: RETAIL TOY STORE
OUTDOOR LIGHTING SHALL BE SHIELDED AND
8" AGG. BASE
NO. 21 or 2 1 A
DIRECTED AWAY FROM ADJACENT PROPERTIES
165 LB /S.Y.
S-5 BIT CONIC.
ZONING: PUD-ZMA 80-26
TOPOGRAPHIC MAP PREPARED BY J. H. BELL, INC.
MAGISTERIAL DISTRICT: CHARLOTTESVILLE
ALL OTHER
AREAS
BOUNDARY SURVEY AND GROUND CONTROL BY
6" AGG. BASE
N 0. 21 ,or 2 IA
SITE COVERAGE:
ROUDABUSH, GALE 6 ASSOC., INC.
165 LB/S. Y.
S-5 BIT. CONC.
BUILDING 46,021 s.f.
16%,
PAVED 115,000 s.f.
380/.
B.M. - END OF RAISED CONCRETE TRAFFIC ISLAND
AT
OPEN 135,274 s.f.
46%
INTERSECTION OF U.S. RT. 29 AND BRANCHLANDS
TOTAL AREA 296,295 s.f.
100% - 6.802 Ac,
BOULEVARD ELEV. 451.94
V.D.O.T. CG -2 CURBING TO BE USED THROUGH OUT SITE.
i
REV. JUNE 24,1 991
Review Comments
DATE
JUNIE 7, 1991
SCALE
1=30'
CONTOUR INTERVAL
2 FEET
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FILE NUMBER R
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