HomeMy WebLinkAboutSDP201000049 Plan - Approved 2010-08-11 (2)SITE DATA:
THIS PROJECT CONSISTS OF A MINOR SITE CHANGE TO THE VMF MAINTENANCE
BUILDING AND TO THE BUS WASH BUILDING.
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434 -327 -1683
CONTACT: SAM SAUNDERS, P.E.
SAM.SAUNDERS @TIMMONS.COM
SITE ADDRESS: 110 & 130 LAMBS LANE
CHARLOTTESVILLE, VA 22901
TAX MAP PARCEL: TMP 60 -78A
ZONING: RURAL AREA
SPECIAL USE PERMIT: WASTEWATER LIFT STATION SPECIAL USE PERMIT
APPROVED (SP1979 -057 ON AUGUST 15, 1979) ON THIS
TAX MAP /PARCEL 60 -78A
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
ATTN: PAUL HUBER
1001 BOULDERS PKWY.
SUITE 300
RICHMOND, VA 23225
DATED: 4/15109
TOTAL SITE AREA: 216.691 ACRES
AREA OF DISTURBANCE: 4.51 ACRES
SETBACKS: FRONT (PUBLIC ROAD) = 75'
SIDE = 25'
REAR = 35'
MAXIMUM BUILDING HEIGHT: 35'
MAXIMUM NUMBER OF EMPLOYEES: 30
BUILDING HEIGHT: VMF ADDITION = 22' (TO MATCH EXISTING)
BUILDING AREA: VMF BUILDING = 17,756 S.F.
BUSWASH BUILDING = 1,547 S.F.
TOTAL = 19,303 S.F.
FLOOR AREA RATIO (F.A.R.): TOTAL = 0.002
PARKING REQUIRED: 129 (INCLUDING ACCESSIBLE SPACES)
PARKING PROVIDED: 129 (INCLUDING 5 ACCESSIBLE SPACES)
UTILITIES: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY
WATER: ALBEMARLE COUNTY SEWER AUTHORITY
PROPERTY IS WITHIN THE ACSA JURISDICTIONAL AREA.
DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED
DRAINAGE FACILITIES: EXISTING BASIN UPGRADED TO A DETENTION POND
AMOUNT OF IMPERVIOUS AREA W /IN BASIN DRAINAGE AREA:
EXISTING ADDITIONAL/PROPOSED
5.89 ACRES 1.55 ACRES
TOTAL IMPERVIOUS AREA AFTER SITE DEVELOPMENT 7.44 ACRES
THERE ARE NO CRITICAL SLOPES TO BE DISTURBED WITH THIS APPLICATION.
THERE ARE STREAM BUFFERS ON THE SUBJECT PROPERTY. THESE STREAM
BUFFERS WILL NOT BE DISTURBED.
THERE ARE NO 100 -YR. FLOODPLAINS ON THE SUBJECT PROPERTY.
THE SITE IS LOCATED WITHIN A RESERVOIR WATERSHED.
LIGHTING: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS
3,000 LUMENS OR MORE SHALL BE A FULL CUT OFF LUMINAIRE. SPILLOVER OF
THE LUMINAIRES ONTO ADJACENT PROPERTIES OR ROADWAYS SHALL NOT
EXCEED ONE -HALF FOOT CANDLE.
ALBEMARLE COUNTY VEHICLE
MAINTENANCE FACILITY
MINOR SITE PLAN AMENDMENT
TOO, SDP2009 -00044
JACK JOUE DISTRICT
ALBEMARLE, VA
VICINITY MAP
SCALE: 1" = 2,000'
OWNER/DEVELOPER:
THE COUNTY SCHOOL BOARD OF ALBERMARLE
COUNTY, VIRGINIA
401 McINTIRE ROAD, CHARLOTTESVILLE, VA 22902
CONTACT: LISA GLASS
APPLICANT: JOE WERRES
TELEPHONE: (434) 975 -9340
FAX: (434) 975 -9341
6/22/10
PROJECT ADDRESS:
VMF (SIHOP): 110 LAMBS LANE CHARLOTTESVILLE, VA 22901
VMF (WASH BRAY &FUEL): 130 LAMBS LANE CHARLOTTESVILLE, VA 22901
_&kAj.r __LAfAA j4u�
Sub, iiittai Type
Reviewed and Approved by the
Community De Inpment Department a
Date .6St U! zot D
Sheet Index
Sheet Number Sheet Title
C0.0 COVER SHEET
I C1.2 I NOTES & DETAILS
C3.0 LAYOUT /UTILITY PLAN
C3.1 LAYOUT /UTILITY PLAN
I C4.0 . I GRADING AND DRAINAGE PLAN I
APPROVALS
OdIl
PLA'NNE'R %ZONING
ENGINEERING
BUILDING OFFICIAL
ARCHITECTURAL REWEW BOARD
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTA TION
HEAL TH DEPARTMENT
, 91
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12" MIN. ` QF
(TIP•) CONCRETE BUMPER BLOCK
ANCHOR WITH 518" REBAR
IMBEDDED 24" IN GROUND 3" VDOT STD SM -9.5A ASPHALT
S ERS III'e
1.5" O.D. GALVANIZED STEEL 6" VDOT STD 21 -A
414532
HANDRAILS AND POSTS
&/A 2, 2016 �
(BOTH SIDES) HANDICAP SIGN0
INTERMEDIATE SUPPORT 3' LOCATION (VAN) � COMPACTED SUBGRADE ZONAL
S. Gti
FINISHED (T1r HANDICAP SIGN S
1 " GRADE � LOCATION (TIP.)
24" #3 NOSING BAR EXP. JOINT A
(MIN) AT EACH RISER E 471
EO FACE OF DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS S O
12" PAINTED CURB o c C
0 18 18
(TYP•) 1/4" WASH .. " ' ••, a, PER 2/o AX. " w N V
All 12 VDOT ! PAINTED LIGHT DUTY ASPHALT PAVEMENT SECTION >
" a '• t SPEC.
(TYP.) '•N STRIPE 9 No Scale a u. °' 3 Fall
5 ; :` (TYPICAL) w O
8' S, 8' 8' 8' L — 9' <
15" ' K o L ZO
• TYPICAL VAN 2° VDOT STD SM -9.5A ASPHALT a "' or
1/2"R 1'-4" ACCESSIBLE ACCESSIBLE " W M e�, °;
MAX. ~-
( ) 3 VDOT STANDARD BM -25.0
" �_ i. ,♦ CONCRETE HANDICAP SPACES REGULAR SPACE Z
8 , BITUMINOUS BASE uj H w
6" (TIP.) • • •.:
10 21 -A AGGREGATE STONE p
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EXP. �°,� i � i z
iV c� � O
JOINT a r :,.;:•.�;: •,: ?�'t' 5" N0.57 GRAVEL COMPACTED SUBGRADE N tH
FINISHED 1/4 • •' v
GRADE WASH :•a rn
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6 -.. -„ � Z i tS.f t :'1,5.1 t.•f• .: :. •::.
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS "'
" y • ':. ' No Scale :.::o-:::;:r;:�•: H
(2) #5 REBARS, TOP $ BOTTOM NOTES: j O d ed
1. FINE BROOM FINISH ALL STAIRS.
FROSM MOM :3
x
2. HANDRAIL ON EACH SIDE 0
3
COMPACTED SUBGRADE PAM PAFW HEAVY DUTY ASPHALT PAVEMENT SECTION = C
1 No Scale p E ui
" CONCRETE WITH = a
1 EXTERIOR STAIR DETAIL BARS @ 12" z No Scole AM _ N M EM -1 9w
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FINISHED
THE OTHER LAG BOLT SHOULD POINT DOWN.
DESIGNED BY
3. INSERT BOTTOM HINGE CLAMP OVER BOTTOM LAG BOLT. SLIDE TOP GRADE COMPACTED SUBGRADE •
EXISTING PAVEMENT PROPOSED PAVEMENT
ADJUSTABLE HINGE CLAMP OVER LAG BOLT AND TIGHTEN.
• K. HAWLEY
SPACES SHALL BE IDENTIFIED BY ABOVE
SAWCLUT THROUGH a MATCH EX. CROSS GRADE SIGNS AS RESERVED FOR PHYSICALLY • CHECKED BY
1 -3/4" ROUND HIGH- TENSILE STRENGTH EX. SURFACE SLOPE UNLESS OTHERWISE DISABLED PERSONS. PROVIDE ONE (1) R -7-8 • F POHL
6" DIAMETER COURSE SPECIFIED ON PLANS SIGN AT EACH PARKING SPACE INDICATED ON DENOTES CONCRETE PAVEMENT ON PLANS
WOODEN FENCE GALVANIZED TUBING WITH SUPERIOR & REMIOVE
p CONTINUOUS - WELDED SADDLE JOINTS PAVEMENT SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED SCALE
POST (TREATS) PROPOSED WHITE) WITH GREEN LETTERS AND
G BOLT AND 1' MIN' SURFACE INTERNATIONAL WHEELCHAIR SYMBOL. SIGN CONCRETE PAVEMENT APRON NOT TO SCALE
19 GAUGE I
TUBULAR STEEL HINGE CLAMP 2" + COURSE SHALL BE PLACED ON STEEL POST 11-1/2"0
CONSTRUCTION — -- PAINTED BLACK SET IN MIN. 2' OF CONCRETE. No Scale
\ I EXISTINIG
`' PAVEMENT
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE WIDTH AND SLOPE NON -SLIP BROOM FINISH
MILL EX. ALUMINUM. COLORS: GREEN BORDER & VARIES, SEE PLAN F�1
60" I I CHAIN 50 I SURFACE COURSE LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WI.4 x WI.4 WWF J
" WHITE BACKGROUND. 2" H
I SAWCUT EX,. BASE COURSE : • : • : : ;
6' I I EDGE OF PAVEMENT AGGR. BASE " j ' ' ' 4" 3500 PSI CONCRETE WITH WWM U V
.; s.;;....., •�
::. ' .: ;.. . 0
IJ— NOTE:: PROPOSED PAVEMENT MUST TIE PARKING SIGNS FOR THE DISABLED 4" VDOT STD 21 -B AGGREGATE STONE BASE � : �
IN WI1TH EXISTING PAVEMENT 7 No Scale . 2
loom maw • COMPACTED SUBGRADE W °c
U r"
36" PAVEMENT REPLACEMENT JOINT DETAIL
2' -0" DIAMETER :; '' ' z q
CONC. FOOTING '� 3 ° II
4 No Scale DENOTES PEDESTRIAN CONCRETE WALKWAYS ON PLANS Q .
z� o
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No S cale 6" VDOT #57 STONE 2 No Scale F„ 1 O (n V 3C
_ 4' * 6" DIAMETER STEEL PIPE Q J H
._ FILLED WITH CONCRETE DRIVE AISLE Q
COMPACTED SUBGRADE I 1 OR RELOCATED WOOD Q
E 22' BOLLARDS w W
rN in
(OOnCfete W CO
AREA OF (inside enclosuro nth? 7.5' PAVEMENT PARKING SPACES a [�
U 1 C6 r_
REMOVE EXISTING MATERIALS TO DEPTH REQUIRED 11--a-Ill
INTEREST GRAVEL ACCESS ROAD
�• _ " ! , ..= TO MEET HEAVY DUTY PAVEMENT SECTION. .-+ (n E
n 4 No Scale • • PROVIDE HEAVY DUTY PAVEMENT. W
M 9' wide by '
diameter pipe ballerd.
r tell sate
3
N m .5' NOTE: r z °� .
r ; aednp oontdrnr containef enclo911fe d '• • ' ' 2' -0" DIAMETER CONTRACTOR SHALL RE -USE AS MUCH EXISTING STONE BASE FOR PROPOSED W
b S' 6 x G' W. X t-8' ahaq 15e min. 8'-0" N
N high. ° CONC. FOOTING PAVEMENT SECTION AS POSSIBLE. RE -USE MATERIAL SHALL BE UNCONTAMINATED 0
T 1.5 nlr� . • AND APPROVED BY OWNER PRIOR TO PLACEMENT. STOCKPILE MATERIAL UNTIL Y
o s dtamebQr by �z • INKKNESS •' : u EXCAVATION IS COMPLETE. SPREAD AND COMPACT RE -USE MATERIAL PRIOR TO F
deep Date AND V ASPMLT ttll5� COURSE IMPORT OF NEW STONE. U »-
am b Q
TACK AND SM TACIT AND SEAL 1=
a 120 I �poaiBan. 3 NEW HEAVY DUTY PAVEMENT 0 C
al U a
.r STOLE _ ♦ a
* FOR RELOCATED WOOD BOLLARD, MATCH EXISTING DIMS.
boll e• I .. EXPANSION JOINT WITH PREMOLDED uj
00 EXPANSION FILLER, SEAL WITH SILICONE
In oo ' bellow"
X
DUMPSTER PAD INTERIOR : 4` :::'co"'P"cfEO•: PIPE & RELOCATED WOODEN BOLLARD DETAIL
SEALANT x 1 4~ N r
TO SITE -GATES NOT = • voar i21A.. $ 1/4 / SEALANT
o REQUIRED. No Scale NON -SLIP BROOM FINISH c
Q
N destpt ootta'ete, WWF 6x6 W2.9xW2.9 ,
At to wtthsbnd 10. BEEIIONM: M PIPE 2 W
"
RtEMED • •, • -; • ...' : 10" 4,000 PSI AIR ENTRAINED PORTLAND M E
CEMENT CONCRETE 8
-'S�NO ENCLOSURE PLAN. "
SCALE :1 �4• ,. 1'--0" AREA O F 6 TYPE 21 B STONE COVER Q
C
'U
INTEREST , � \\ ��— COMPACTED SUBGRADE ,pB Np
l 27603
SHEET NO. a
N DUMPSTER PAD TYPICAL SECTION / LOADING AREA
-F �• 5 PERMANENT PAVEMENT REPAIR Noses a 1=0 C1.2
L
NOTES:
POST AND DRILL HOLES ON LEVEL PLANE TO ENSURE
T
To AWAY MOIE
TIOW AWAY w
' �'
.t .: •.. ',a •, 6" 3500 PSI CONCRETE
' a�
D }+
0
6122110
DRAWN BY
1. LEVEL HANGING
Vl�
4" VDOT STD 21 -B AGGREGATE STONE BASE
PROPER SWING.
�., r.....r �.lr .�. n^1 rC QuAI 11 r► D�11AIT 1 ID AAIF1
6' ABOVE
E
6' A.F.G.
K. POWELL
Z. 5GKtW LA%l DUL 1 114 1 V rUO 1 - VrvC v^v ovL I v vl wvr v . ... , .._
FINISHED
THE OTHER LAG BOLT SHOULD POINT DOWN.
DESIGNED BY
3. INSERT BOTTOM HINGE CLAMP OVER BOTTOM LAG BOLT. SLIDE TOP GRADE COMPACTED SUBGRADE •
EXISTING PAVEMENT PROPOSED PAVEMENT
ADJUSTABLE HINGE CLAMP OVER LAG BOLT AND TIGHTEN.
• K. HAWLEY
SPACES SHALL BE IDENTIFIED BY ABOVE
SAWCLUT THROUGH a MATCH EX. CROSS GRADE SIGNS AS RESERVED FOR PHYSICALLY • CHECKED BY
1 -3/4" ROUND HIGH- TENSILE STRENGTH EX. SURFACE SLOPE UNLESS OTHERWISE DISABLED PERSONS. PROVIDE ONE (1) R -7-8 • F POHL
6" DIAMETER COURSE SPECIFIED ON PLANS SIGN AT EACH PARKING SPACE INDICATED ON DENOTES CONCRETE PAVEMENT ON PLANS
WOODEN FENCE GALVANIZED TUBING WITH SUPERIOR & REMIOVE
p CONTINUOUS - WELDED SADDLE JOINTS PAVEMENT SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED SCALE
POST (TREATS) PROPOSED WHITE) WITH GREEN LETTERS AND
G BOLT AND 1' MIN' SURFACE INTERNATIONAL WHEELCHAIR SYMBOL. SIGN CONCRETE PAVEMENT APRON NOT TO SCALE
19 GAUGE I
TUBULAR STEEL HINGE CLAMP 2" + COURSE SHALL BE PLACED ON STEEL POST 11-1/2"0
CONSTRUCTION — -- PAINTED BLACK SET IN MIN. 2' OF CONCRETE. No Scale
\ I EXISTINIG
`' PAVEMENT
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE WIDTH AND SLOPE NON -SLIP BROOM FINISH
MILL EX. ALUMINUM. COLORS: GREEN BORDER & VARIES, SEE PLAN F�1
60" I I CHAIN 50 I SURFACE COURSE LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WI.4 x WI.4 WWF J
" WHITE BACKGROUND. 2" H
I SAWCUT EX,. BASE COURSE : • : • : : ;
6' I I EDGE OF PAVEMENT AGGR. BASE " j ' ' ' 4" 3500 PSI CONCRETE WITH WWM U V
.; s.;;....., •�
::. ' .: ;.. . 0
IJ— NOTE:: PROPOSED PAVEMENT MUST TIE PARKING SIGNS FOR THE DISABLED 4" VDOT STD 21 -B AGGREGATE STONE BASE � : �
IN WI1TH EXISTING PAVEMENT 7 No Scale . 2
loom maw • COMPACTED SUBGRADE W °c
U r"
36" PAVEMENT REPLACEMENT JOINT DETAIL
2' -0" DIAMETER :; '' ' z q
CONC. FOOTING '� 3 ° II
4 No Scale DENOTES PEDESTRIAN CONCRETE WALKWAYS ON PLANS Q .
z� o
W
CATTLE GATE W LOCK AND CHAIN PAINT PER SPECIFICATIONS °
PEDESTRIAN CONCRETE WALKWAYS ~ z o
2 z �
� •� � '`
No S cale 6" VDOT #57 STONE 2 No Scale F„ 1 O (n V 3C
_ 4' * 6" DIAMETER STEEL PIPE Q J H
._ FILLED WITH CONCRETE DRIVE AISLE Q
COMPACTED SUBGRADE I 1 OR RELOCATED WOOD Q
E 22' BOLLARDS w W
rN in
(OOnCfete W CO
AREA OF (inside enclosuro nth? 7.5' PAVEMENT PARKING SPACES a [�
U 1 C6 r_
REMOVE EXISTING MATERIALS TO DEPTH REQUIRED 11--a-Ill
INTEREST GRAVEL ACCESS ROAD
�• _ " ! , ..= TO MEET HEAVY DUTY PAVEMENT SECTION. .-+ (n E
n 4 No Scale • • PROVIDE HEAVY DUTY PAVEMENT. W
M 9' wide by '
diameter pipe ballerd.
r tell sate
3
N m .5' NOTE: r z °� .
r ; aednp oontdrnr containef enclo911fe d '• • ' ' 2' -0" DIAMETER CONTRACTOR SHALL RE -USE AS MUCH EXISTING STONE BASE FOR PROPOSED W
b S' 6 x G' W. X t-8' ahaq 15e min. 8'-0" N
N high. ° CONC. FOOTING PAVEMENT SECTION AS POSSIBLE. RE -USE MATERIAL SHALL BE UNCONTAMINATED 0
T 1.5 nlr� . • AND APPROVED BY OWNER PRIOR TO PLACEMENT. STOCKPILE MATERIAL UNTIL Y
o s dtamebQr by �z • INKKNESS •' : u EXCAVATION IS COMPLETE. SPREAD AND COMPACT RE -USE MATERIAL PRIOR TO F
deep Date AND V ASPMLT ttll5� COURSE IMPORT OF NEW STONE. U »-
am b Q
TACK AND SM TACIT AND SEAL 1=
a 120 I �poaiBan. 3 NEW HEAVY DUTY PAVEMENT 0 C
al U a
.r STOLE _ ♦ a
* FOR RELOCATED WOOD BOLLARD, MATCH EXISTING DIMS.
boll e• I .. EXPANSION JOINT WITH PREMOLDED uj
00 EXPANSION FILLER, SEAL WITH SILICONE
In oo ' bellow"
X
DUMPSTER PAD INTERIOR : 4` :::'co"'P"cfEO•: PIPE & RELOCATED WOODEN BOLLARD DETAIL
SEALANT x 1 4~ N r
TO SITE -GATES NOT = • voar i21A.. $ 1/4 / SEALANT
o REQUIRED. No Scale NON -SLIP BROOM FINISH c
Q
N destpt ootta'ete, WWF 6x6 W2.9xW2.9 ,
At to wtthsbnd 10. BEEIIONM: M PIPE 2 W
"
RtEMED • •, • -; • ...' : 10" 4,000 PSI AIR ENTRAINED PORTLAND M E
CEMENT CONCRETE 8
-'S�NO ENCLOSURE PLAN. "
SCALE :1 �4• ,. 1'--0" AREA O F 6 TYPE 21 B STONE COVER Q
C
'U
INTEREST , � \\ ��— COMPACTED SUBGRADE ,pB Np
l 27603
SHEET NO. a
N DUMPSTER PAD TYPICAL SECTION / LOADING AREA
-F �• 5 PERMANENT PAVEMENT REPAIR Noses a 1=0 C1.2
L