HomeMy WebLinkAboutSDP199400055 Plan - Approved Minor Amendment 1994-11-22RT 606
BRIARWOOD
SUBDMSION
VICINITY MAP 1"=2°00'-0"
WOODBRIAR ASSOC.
TM 32E PAR 1
DB 690 PP. 232
ZONED PRD
36
36 REG SPACES
IN THIS AREA
/
DETENTION
POND
TM 20 PAR 209
ZONED RA
(29 50'1),013E
14 N71
EXISTING \
WH HT1
EXISTING
WH N2
rs-092
O
'10 REG SPACES
10 REG SPACES
/ M,N'1gJ1�-
54 43E
2.64')
EXISTING CHEMICAL
STORAGE BUILDING
GENERAL ELECTIRC
TM 20 PAR 19E
ZONED RA
SEE SHEET NO. PP -2
\ FOR WORK REQUIRED
\\ IN THIS AREA
EXISY
FILTE$
BLDG\ 12
\
\\ t1
GENERAL ELECTIRC )
TM 20 PAR 19D (2.00A)
_NO6 17 20W DB 647-294
(30.21,) ZONED RA
r/L=3.46'
R=1784.25' OSE 525.41')
D-11 21 50
S77 16 35W N23 29
(33) CHARLES E. BARER
TM 21 PAR 13D
ZONED RA
S77 16 33W
(167.02') S70 38 40E
\ BORROW SITE (405.24')
GENERAL ELECTIRC
ZTM 2 ONED RI
gAR 13A (4.00A)
DB 338-228 PLAT
\ \ L=245.85'
R=952.
\� \ D=14 477
18
_
O S
N87 56 09W
9FN (88.37')
l% 10 REG PPGf�/S//I� Z� BOG � _ a, 2% 5051
I \ PGES
SeV \ Js
'P
1N0
491 REG SPACES
4 HC SPACES
DETENTION
POND
N\ �- L=43.04'
R=2404.93'
TECHNOLOGY
BUILDING
11111„""'
N42 49 22W l
Nj4 13 57E 135 �
N42 49 20WE 130 1311 . DO)
Nj4 13 57
N42 49 20W 147 56)
3 57W 13° p0,
W. H. HANDCOCK
TM 21 PAR 13B
ZONED RA
GENERAL CONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
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 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, 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, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY
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 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).
I PARKING CALCULATIONS
EXISTING PARKING:
REGULAR SPACES 840 SPACES
HANDICAP SPACES 20 SPACES
TOTAL PARKING 860 SPACES
WILL LOSE 92 SPACES DUE TO NEW CONSTRUCTION
EXISTING PARKING AFTER NEW CONSTURCTION:
REGULAR SPACES 748 SPACES
HANDICAP SPACES 20 SPACES
TOTAL PARKING 768 SPACES
PERSONNEL: PRESENT ADDITIONAL TOTAL
FIRST (MAIN) SHIFT 870 PEOPLE 82 PEOPLE 952 PEOPLE
SECOND SHIFT 106 PEOPLE 0 106 PEOPLE
THIRD SHIFT 50 PEOPLE 0 50 PEOPLE
PARKING REQUIREMENTS:
ONE (1) SPACE FOR 2 EMPLOYEES ON MAIN SHIFT PLUS ONE (1)
SPACE PER 500 SO. FT. SPACE OPEN TO PUBLIC.
PARKING REQUIRED = 952 / 2 = 476 SPACES
VISITOR SPACES (EXISTING) = 53 SPACES
TOTAL SPACES REQUIRED = 529 SPACES
7 STATE ROUTE 606
� 6
79 REG SPACES
2 NC SPACES
Nj4 13 57E 1422E )130. 20
00)
542 49 N14 13 575 0g61.
EASEMENT
jpV NA. POWER _ C501 7b'
yq-,% 06 .�4C
SITE DATA
ZONING: L1 (FORMERLY M-1)
BUILDING USE GROUP: F-1
SURVEY AND TOPOGRAPHY PROVIDED BY:
W.S. ROUDABUSH; ROGER W. RAY; DOWNING SURVEYS' INC;
GLOCKNER & LINCOLN AND JOBEE ASSOC.
SEE SITE PLAN THIS SHEET FOR TAX MAP NUMBERS, PARCEL NUMBERS.
DEED BOOK NUMBERS AND PAGE NUMBERS.
THE SITE HAS TWO (2) EXISTING STORM WATER DETENTION PONDS.
THERE ARE NO OTHER BODIES OF WATER OR WATERCOURSES ON THE
SITE. THE SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN. THE SITE IS
NOT THE
WITHIN A RESERVOIR WATERSHEAD.
AREAS:
TOTAL SITE AREA: 57.656 ACRES.
BUILDING AREAS: (EXISTING BUILDING FOOTPRINT SHOWN).
CHEMICAL STORAGE BUILDING: 3000 SQ. FT.
CNC j/ 1 BUILDING: 10500 SID FT.
CNC Rk 2 BUILDING: 10500 S0. FT.
DEPARTMENT OFFICE BUILDING: 41666 SQ. FT.
ENGINEERING BUILDING: 17784 SQ. FT.
FILTER BUILDING: 1036 SQ. FT.
GROUP OFFICE AND LABORATORY: 13000 SO. FT.
HAZARDOUS WASTE STORAGE: 1320 S0. F7.
MANUFACTURING BUILDING: 159230 SO. FT.
TECHNOLOGY CENTER: 18000 S0. FT.
TOTAL BUILDING AREA: 276036 SO. FT.
NEW MANUFACTURING/DOCK ADDITION: 32446 SO. FT.
EXISTING BUILDING FLOOR AREA RATIO: 10.6a OF TOTAL SITE.
NEW ADDITION FLOOR AREA RATIO: 0.12x OF EXISTING BUILDINGS.
NEW ADDITION FLOOR AREA RATIO: 0.013: OF TOTAL SITE.
HEIGHT OF EXIST MANUF. BUILDING: 29'-71" PARAPET HEIGHT.
HEIGHT OF NEW ADDITION: 29'-7z' PARAPET HEIGHT
ADDITIONAL INFORMATION:
2N OR GREATER SITE SLOPE: NONE AT THIS SITE.
WATER AND SANITARY SEWER FACILITIES: ADD NEW TOILETS.
STORM WATER AND DRAINAGE: NO INCREASE - REPLACING EXISTING
PAVING WITH NEW BUILDING CONSTRUCTION. REROUTED A PORTION OF
OF EXISTING STROM WATER TO EXISTING LINE UNDER EXISTING BUILDING.
ELECTRICAL SERVICE: EXISTING - NO CHANGE.
TELEPHONE SERVICE: EXISTING - NO CHANGE.
PARKING/PAVING: SEE SHEET PP2 FOR EXTENT OF PAVING.
SEE PARKING CALCULATIONS.
STREETS, TRAVELWAYS, EASEMENTS: EXISTING - NO CHANGE.
INGRESS AND EGRESS TO/FROM SITE: EXISTING - NO CHANGE.
AREAS FOR PUBLIC USE: EXISTING - NO CHANGE,
TRASH STORAGE/COLLECTION: ADD ONE (1) COMPACTOR.
LANDSCAPING: SEE DRAWINGS.
EXTERIOR LIGHTING: SEE DRAWINGS.
SIGNS: EXISTING - NO CHANGE.
THE NEW ADDITION WILL BE CONSTRUCTED TO MATCH THE EXISTING
MANUFACTURING BUILDING.
4 18 49E
N1
O
RAPPAHANNOCK
c ELECTRIC
C0 PERATNE
TM 21 PAR 12D (1.875A) I
,£ 1
S42 49 20E S30 20 37W \ /
(64.80') S30 20 37W
M
28300) 2
r
8 4gW
T S54 10 031 I C)
(101.7113
Fw-
O
•`
O 00
(S2710 30 18W (S4110 11 26W
(100.72') (100.72')
��
_ _ ���-----111 _ _ S34 20 52W (840.00') _ _
S14 1�20W535 13 45W S35 13 45W 35.45')
N42(94.52') (35.49') (
(78. S34 20 52W
_ _02 150.01' (131.00')
-
539 211 54W to
(80.31)
O
ISS34 20 52W 2212LL
EXIST TURNING LANE
25.00'
3 43 53 11
379.26'
SME
7
'o, ,�G
E
6 06 30 39
t Do
E%157 TURNING LANE
- U. S. ROUTE 29
490.09'
383.93'
8 21 32 09
9 05 07 21
NORTH BOUND LANE
O
GENERAL ELECTIRC
R TNG L ANE
252.98'
TM 21 PAR 12 7.393A)
TM 21 PAR 14 50.263A)
ZONED L-1
TOTAL = 57.656A
12 11 21 50
13 05 55 20
14 39 40 39
GENERAL ELECTIRC )
TM 20 PAR 19D (2.00A)
_NO6 17 20W DB 647-294
(30.21,) ZONED RA
r/L=3.46'
R=1784.25' OSE 525.41')
D-11 21 50
S77 16 35W N23 29
(33) CHARLES E. BARER
TM 21 PAR 13D
ZONED RA
S77 16 33W
(167.02') S70 38 40E
\ BORROW SITE (405.24')
GENERAL ELECTIRC
ZTM 2 ONED RI
gAR 13A (4.00A)
DB 338-228 PLAT
\ \ L=245.85'
R=952.
\� \ D=14 477
18
_
O S
N87 56 09W
9FN (88.37')
l% 10 REG PPGf�/S//I� Z� BOG � _ a, 2% 5051
I \ PGES
SeV \ Js
'P
1N0
491 REG SPACES
4 HC SPACES
DETENTION
POND
N\ �- L=43.04'
R=2404.93'
TECHNOLOGY
BUILDING
11111„""'
N42 49 22W l
Nj4 13 57E 135 �
N42 49 20WE 130 1311 . DO)
Nj4 13 57
N42 49 20W 147 56)
3 57W 13° p0,
W. H. HANDCOCK
TM 21 PAR 13B
ZONED RA
GENERAL CONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
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 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, 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, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY
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 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).
I PARKING CALCULATIONS
EXISTING PARKING:
REGULAR SPACES 840 SPACES
HANDICAP SPACES 20 SPACES
TOTAL PARKING 860 SPACES
WILL LOSE 92 SPACES DUE TO NEW CONSTRUCTION
EXISTING PARKING AFTER NEW CONSTURCTION:
REGULAR SPACES 748 SPACES
HANDICAP SPACES 20 SPACES
TOTAL PARKING 768 SPACES
PERSONNEL: PRESENT ADDITIONAL TOTAL
FIRST (MAIN) SHIFT 870 PEOPLE 82 PEOPLE 952 PEOPLE
SECOND SHIFT 106 PEOPLE 0 106 PEOPLE
THIRD SHIFT 50 PEOPLE 0 50 PEOPLE
PARKING REQUIREMENTS:
ONE (1) SPACE FOR 2 EMPLOYEES ON MAIN SHIFT PLUS ONE (1)
SPACE PER 500 SO. FT. SPACE OPEN TO PUBLIC.
PARKING REQUIRED = 952 / 2 = 476 SPACES
VISITOR SPACES (EXISTING) = 53 SPACES
TOTAL SPACES REQUIRED = 529 SPACES
7 STATE ROUTE 606
� 6
79 REG SPACES
2 NC SPACES
Nj4 13 57E 1422E )130. 20
00)
542 49 N14 13 575 0g61.
EASEMENT
jpV NA. POWER _ C501 7b'
yq-,% 06 .�4C
SITE DATA
ZONING: L1 (FORMERLY M-1)
BUILDING USE GROUP: F-1
SURVEY AND TOPOGRAPHY PROVIDED BY:
W.S. ROUDABUSH; ROGER W. RAY; DOWNING SURVEYS' INC;
GLOCKNER & LINCOLN AND JOBEE ASSOC.
SEE SITE PLAN THIS SHEET FOR TAX MAP NUMBERS, PARCEL NUMBERS.
DEED BOOK NUMBERS AND PAGE NUMBERS.
THE SITE HAS TWO (2) EXISTING STORM WATER DETENTION PONDS.
THERE ARE NO OTHER BODIES OF WATER OR WATERCOURSES ON THE
SITE. THE SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN. THE SITE IS
NOT THE
WITHIN A RESERVOIR WATERSHEAD.
AREAS:
TOTAL SITE AREA: 57.656 ACRES.
BUILDING AREAS: (EXISTING BUILDING FOOTPRINT SHOWN).
CHEMICAL STORAGE BUILDING: 3000 SQ. FT.
CNC j/ 1 BUILDING: 10500 SID FT.
CNC Rk 2 BUILDING: 10500 S0. FT.
DEPARTMENT OFFICE BUILDING: 41666 SQ. FT.
ENGINEERING BUILDING: 17784 SQ. FT.
FILTER BUILDING: 1036 SQ. FT.
GROUP OFFICE AND LABORATORY: 13000 SO. FT.
HAZARDOUS WASTE STORAGE: 1320 S0. F7.
MANUFACTURING BUILDING: 159230 SO. FT.
TECHNOLOGY CENTER: 18000 S0. FT.
TOTAL BUILDING AREA: 276036 SO. FT.
NEW MANUFACTURING/DOCK ADDITION: 32446 SO. FT.
EXISTING BUILDING FLOOR AREA RATIO: 10.6a OF TOTAL SITE.
NEW ADDITION FLOOR AREA RATIO: 0.12x OF EXISTING BUILDINGS.
NEW ADDITION FLOOR AREA RATIO: 0.013: OF TOTAL SITE.
HEIGHT OF EXIST MANUF. BUILDING: 29'-71" PARAPET HEIGHT.
HEIGHT OF NEW ADDITION: 29'-7z' PARAPET HEIGHT
ADDITIONAL INFORMATION:
2N OR GREATER SITE SLOPE: NONE AT THIS SITE.
WATER AND SANITARY SEWER FACILITIES: ADD NEW TOILETS.
STORM WATER AND DRAINAGE: NO INCREASE - REPLACING EXISTING
PAVING WITH NEW BUILDING CONSTRUCTION. REROUTED A PORTION OF
OF EXISTING STROM WATER TO EXISTING LINE UNDER EXISTING BUILDING.
ELECTRICAL SERVICE: EXISTING - NO CHANGE.
TELEPHONE SERVICE: EXISTING - NO CHANGE.
PARKING/PAVING: SEE SHEET PP2 FOR EXTENT OF PAVING.
SEE PARKING CALCULATIONS.
STREETS, TRAVELWAYS, EASEMENTS: EXISTING - NO CHANGE.
INGRESS AND EGRESS TO/FROM SITE: EXISTING - NO CHANGE.
AREAS FOR PUBLIC USE: EXISTING - NO CHANGE,
TRASH STORAGE/COLLECTION: ADD ONE (1) COMPACTOR.
LANDSCAPING: SEE DRAWINGS.
EXTERIOR LIGHTING: SEE DRAWINGS.
SIGNS: EXISTING - NO CHANGE.
THE NEW ADDITION WILL BE CONSTRUCTED TO MATCH THE EXISTING
MANUFACTURING BUILDING.
4 18 49E
N1
O
RAPPAHANNOCK
c ELECTRIC
C0 PERATNE
TM 21 PAR 12D (1.875A) I
,£ 1
S42 49 20E S30 20 37W \ /
(64.80') S30 20 37W
M
28300) 2
r
8 4gW
T S54 10 031 I C)
(101.7113
Fw-
SIGNATURES
-µ' II'2Z`�
PLANNING & MUNTIY DEVEL
MENT
I 1TI22'gd
SERVICE AUTHORITY Cal
I
VDOT %i
t I L112?��i4
STATE ROUTE 606
CURVE DATA o OVERALL SIITE PLAN REVISED TO SHOW EARTH BORROW SITE
NO. DELTA
III/
•`
S35 11 14W
S34 20 52W (697.39')
-
(S2710 30 18W (S4110 11 26W
(100.72') (100.72')
��
_ _ ���-----111 _ _ S34 20 52W (840.00') _ _
S14 1�20W535 13 45W S35 13 45W 35.45')
N42(94.52') (35.49') (
(78. S34 20 52W
_ _02 150.01' (131.00')
-
539 211 54W to
(80.31)
O
ISS34 20 52W 2212LL
EXIST TURNING LANE
25.00'
3 43 53 11
379.26'
290.50'
--�
SOUTH BOUND LANE
95.00'
252.69'
6 06 30 39
490.09'
E%157 TURNING LANE
- U. S. ROUTE 29
490.09'
383.93'
8 21 32 09
9 05 07 21
NORTH BOUND LANE
-_
10 09 39 40
R TNG L ANE
252.98'
NOTE:
SEE SHEET S-1 FOR GRADING PLAN FOR BORROW SITE
1754.25'
10.82'
12 11 21 50
13 05 55 20
14 39 40 39
SIGNATURES
-µ' II'2Z`�
PLANNING & MUNTIY DEVEL
MENT
I 1TI22'gd
SERVICE AUTHORITY Cal
I
VDOT %i
t I L112?��i4
STATE ROUTE 606
CURVE DATA o OVERALL SIITE PLAN REVISED TO SHOW EARTH BORROW SITE
NO. DELTA
RADIUS
LENGTH
1 88 31 25
40.00'
61.81'
2 03 46 36
379.26
25.00'
3 43 53 11
379.26'
290.50'
4 14 21 07
5 3810 27
379.26'
379.26'
95.00'
252.69'
6 06 30 39
490.09'
55.69'
7 44 53 06
490.09'
383.93'
8 21 32 09
9 05 07 21
490.09'
1500.00'
184.21'
134.10'
10 09 39 40
1500.00'
252.98'
11 00 2 112
1754.25'
10.82'
12 11 21 50
13 05 55 20
14 39 40 39
1784.25'
1490.31'
171.21'
346.45'
154.04'
118.56'
SCALE: 1"=100'-0"
0PyTH OF ` DALE C. HAMILTON & ASSOC. ADDITION TO OVERALL SITE PLAN, NOTES,
r ARCHITECTS CNC MANUFACTURING FACILITY ADDITIONAL DATA
DALE HA TON A.I.A. G.E. FANUC DRAWN CHECKED PROJECT N0, SHEET NO. 2
'wrtiflC .1111 Y CHARLOTTESVILLE, VIRGINIA
wRH DCH
ALBEMARLE COUNTY, VIRGINIA 9 419 P P -1 J
4 lbw REVISED ISSUED DATE SCALE
l� REVISED 09/06/94 08/31/94 10/24/94 NOTED
D AR
REVS
09/26/91 (GME &
PAR NOS g /24
REVISED 10%17/&42b/94E(CENER�AL REVISIONS) j()/.4
17 94 a
SAF / / / REPLACE / / \ 5N
SAF ` ` / SEXIST DI W
`\ / EXIST WALK R
/ -- — TOP EL 497.10'
D / / iH15 AR -- \ — / INV EL 489.20' DB
NEW CURB (TVP) P _ _ — — _ _
/ I
NEW SHT A-1) I S / 4§e
DI / / GUARD POST / /I IP / /NEW CURB I
S / IP / � � (SEE SHj/A-1) , S q
/ / �-REMOVE ISLAND / / /REMO 4SLAND INV E INV EL Iii
NEW CURB (TYPE 494.42'
CHAIN B ER I / a8s.99' s0
/ RELOCATED / PARKING WIPERS NEW PAVING SEE SHT A-1 NEW DI y�q PAVING / D
FIRE HYD / (ANCHORING PLACE) I (SEE�NOIE 9)� ,I ( ) TOW EL/ 499.21' TOP EL 497.50' / (SEE NOTE 9) Il XIST MH—
/ NEW CURB (TYP) /' ��� / �� / NEW CURB (TYPE / PLANTING AREA / INV EL 495.00' /. NEW 8" SO /
(SEE SMT A-1)/ GUARD POST / (SEE SHT A-1) / (SEE SHT A-7) (1" pER F7 NL
I / 3 RETAINING WALL /( y�E
4.R 6" HIGH CURB 444.00' IS
DI I I I 5'R X191 PLANTING AREA / X / (SIM DET 2 SHT/S{2) / S
I / / N OR! / GUARD
DISCHARGES TO I / 5R ` / \\ ELS '.TE RE CAT NEW COMPACTOR POSNEW (2) 10, 3 4"
WING WALL ON I I 1 PVC CO UIT 24'(
J KNEE ION (BY OTHERS)SANITARY
I/ a III, '°• I I INV EL 495.E �,' SEINER18" REFT.) / I MIN BEL GRADE_
S
-EL (A — 4�I _ _ L P). II 1 _ _ E (AIP ' EL TOW EL. 498.50' / DI
I (AW -J'_
TBR I R) LII CA AND EXIS CONDUIT AND II rr (SEE NOT 9) NEW PAVI G
z A ON TO REMAIN X , /
I NEW B" FIRE / CE I / WIRING
Gi
((DEN 8'4O G PAD a EMO E E%IST POST
XIS G E W/ (2 LAYERS LIGHT IXTURE AND /
TH WATER -
D IN 6X6 �WST NEW TRU K DOCK / 4 WWF TIGHT N ECE IRGROUND
EL (TO REMAIN 1 / ASPHALT LA CONNECT T9 EXIST JUNCT ON BOX REREOUIREDG I
I ) (TO BE REMOVED) %I IV /
(SEE SPECIFICATI ) LO TE) -C I i T CA 'S NEW AVING (SEE NOTE 9)
I III EL (AIP) / IS I ( / (SEE OTE 9)- -_
NEW EpyITIt AN \ I / 7 /
II Vim$ B'LE —
I I I NEW STAIR / NEW CURB (TYP)
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REPLACE EXIST 6" WITH 8"
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(REL C4
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NEW 8” FIRE41/D
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EXISTING FIRE
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LINE (CAP AND/—ABANDON IN
PLACE)DI
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(41 )
TOH.1 LO ION
WITH NEW CO IC. BASE
/
,
SD
SAF / / / REPLACE / / \ 5N
SAF ` ` / SEXIST DI W
`\ / EXIST WALK R
/ -- — TOP EL 497.10'
D / / iH15 AR -- \ — / INV EL 489.20' DB
NEW CURB (TVP) P _ _ — — _ _
/ I
NEW SHT A-1) I S / 4§e
DI / / GUARD POST / /I IP / /NEW CURB I
S / IP / � � (SEE SHj/A-1) , S q
/ / �-REMOVE ISLAND / / /REMO 4SLAND INV E INV EL Iii
NEW CURB (TYPE 494.42'
CHAIN B ER I / a8s.99' s0
/ RELOCATED / PARKING WIPERS NEW PAVING SEE SHT A-1 NEW DI y�q PAVING / D
FIRE HYD / (ANCHORING PLACE) I (SEE�NOIE 9)� ,I ( ) TOW EL/ 499.21' TOP EL 497.50' / (SEE NOTE 9) Il XIST MH—
/ NEW CURB (TYP) /' ��� / �� / NEW CURB (TYPE / PLANTING AREA / INV EL 495.00' /. NEW 8" SO /
(SEE SMT A-1)/ GUARD POST / (SEE SHT A-1) / (SEE SHT A-7) (1" pER F7 NL
I / 3 RETAINING WALL /( y�E
4.R 6" HIGH CURB 444.00' IS
DI I I I 5'R X191 PLANTING AREA / X / (SIM DET 2 SHT/S{2) / S
I / / N OR! / GUARD
DISCHARGES TO I / 5R ` / \\ ELS '.TE RE CAT NEW COMPACTOR POSNEW (2) 10, 3 4"
WING WALL ON I I 1 PVC CO UIT 24'(
J KNEE ION (BY OTHERS)SANITARY
I/ a III, '°• I I INV EL 495.E �,' SEINER18" REFT.) / I MIN BEL GRADE_
S
-EL (A — 4�I _ _ L P). II 1 _ _ E (AIP ' EL TOW EL. 498.50' / DI
I (AW -J'_
TBR I R) LII CA AND EXIS CONDUIT AND II rr (SEE NOT 9) NEW PAVI G
z A ON TO REMAIN X , /
I NEW B" FIRE / CE I / WIRING
Gi
((DEN 8'4O G PAD a EMO E E%IST POST
XIS G E W/ (2 LAYERS LIGHT IXTURE AND /
TH WATER -
D IN 6X6 �WST NEW TRU K DOCK / 4 WWF TIGHT N ECE IRGROUND
EL (TO REMAIN 1 / ASPHALT LA CONNECT T9 EXIST JUNCT ON BOX REREOUIREDG I
I ) (TO BE REMOVED) %I IV /
(SEE SPECIFICATI ) LO TE) -C I i T CA 'S NEW AVING (SEE NOTE 9)
I III EL (AIP) / IS I ( / (SEE OTE 9)- -_
NEW EpyITIt AN \ I / 7 /
II Vim$ B'LE —
I I I NEW STAIR / NEW CURB (TYP)
I
\I \I
EL
\ EXIST CONDUIT AND
WIRING TO REMAIN
I EXIST LOADING DOCK PAD
MH
SO
TRENCH DRAIN
EXIST DOCK
MH
W _J1 A MH
TRENCH DRAIN
TOP 497.50' EXIST IS
INV 490.00'+/-
TOP OT WALL
EL. 498.50' TOP 497.10'
INV 495.00' 8" SO INV 494.42'
INV 494.67' SLOPE
" PER F
PROFILE NEW 811 SD
SCALE: 1"=20' HORIZ.1"=10' VERT
OF
MH
\EF
DI
BS
EXIST POST
LIGHTING FIXTURE
(TO REMAIN)
FROW DROP
INLEIT —
FROM DROP INLETS
MANHOLE DRAINING
ALONG RT. 606—
E%IST LOADING DOCK PAD \
SS
DB Y
FROM NORTH
PARKING LOT
II
III
I I
/
II CAP
(SEE SHT A-1) L
I
I11176
/
CA
/ EXI TNG RE INE P D
y
-
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\
EXIST SIAMESE
MH SO CONNECTION
OCATE) ENTRANLE
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502.71'
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MH
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EL (AIP)-
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EXISTING FIRE
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LINE ((CAP AND
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I
IW
IW
IW
EXIST STAIR
I
--
_
(TO REMAIN)
E>ISST WAL
1 /
S
\
(i REMW
)
j'
SO
I
I EL. F
49- 3'
TIE NEW WATER
VENT
_ _I
E%STICBLI G MAIN
MH
SS
IS
'LOCK & GRAVEL CURB INLET
I
I I
III
I I I I
— —
W
—
—
, r—
— —
SEDIMENT FILTER
I
VIII
I I
R SIA OSE D
XI 1z"
ONN TIO
R R F N
SD
NEW OR
R
D
O
I I
PMS
EXIST PIELOCATED (RELOCATE)V'S
F
III I I
I
IW
IW SO
IW
SS IW SD
T-�
I
I
III I
I I -
I I
NEW 12-0" X 32'
CONN PAD W/ TURNED
DOWN FTC. (OR
EXIST SO LINE
EX ENDS THRU
EXIST SIAMESE
CONNECTION
RELOCATE) EXISTING MANUFACTURING AREA
SOILS
IToF'
i
I
RELOCATED TUIPMENT).
_
a
I
DETENTION
SOILS IN GONbTfiUGT10N AkEA
NEW MECH SCREEN
SEE DET 4 SHT A2
POND ON EAST
LEGEND SIDE OF SITE
NOTES:
15 UDO RT HENTIS SOIL
(.,,CTUA
1. SEE SHEET A-1 FOR LIGHT POLE BASE, CATCH BASIN,
GUARD POSTS AND CURB DET/AILS.
III
I
I
SUPPORT POSTS
INDICATED THUS
A
(AIP)
9S
AIR
.ABANDON IN PLACE
BULK STORAGE
2. SEE SHEET S-1 FOR BORROW PIT SITE PLAN.
3. EXISTING TREES TO BE REMOVED. (NOT TO BE REPLACED).
NORTH
IIII
( I
(TYP OF 7)
CO
CLEANOUT
4. ALL UTILITIES SHOWN THIS DRAWING ARE EXISTING
r
I
I
DB
DUCT BANK
AND ARE TO REMAIN (SON).
I
I
III I I
I I
-
p
DI
EF
DROP INLET
EFFLUEM PIPING
5. ALL STORM DRAINAGE SHOWN IFLO T (L DETENTION
POND AT SOUTH-WEST SIDE C)FEE SITE (UTN).
III I I I
I I
EL
F
ELECTRICAL
FIRE LANE
CURBS, ISLANDS, TREES, AND OTHER SITE
6. EXISTING FEATURES
FEATURES WffH-IN THE NEW [BLDG CONST AREA TO BE
PL TH OF
DALE C. HAMILTON
4'-0"
HW
IW
HEADWALL
INDUSTRIAL WASTE
REMOVED.
7. CROSS HATCHED AREA INDICATES NEW CONSTRUCTION.
L
-
(
I
I
LT
MH
POLE MOUNTED LIGHT
MANHOLE
B. EASEMET IS PROVIDED FOR AILBEMARLE COUNTY ACCESS
TO NEW 8" STORM DRAIN.
p1gj
!Z
ARCHITECT
II /\x/311
I
OF
OVERFLOW PIPING
9. NEW PAVING TO CONSIST OF 8"' CRUSHED STONE (21 /21 A)
DALE C. N
A.I.A.
(
I I
I I I
I
SO
STORM DRAIN
SEWER
AND 3" ASPHALT PANNE (1.5i" SM -2A AND 1.5" B 2).
U
CerN4cu1 -
spec el. uc.non
I �'
I I
I I
I ,
j
TIS B
TBR)
THRUST
TO BE REMOVED
.1111
CHARLOTTESVILLE,
11 InlsT pnorernon Is .rpuuRu:.r
TOW
UON
70P OF WALL
UNLESS OTHERWISE NOTED
PARTIAL SITE PLAN
r `
TO
SWRCHGEAR FIRE LINE
W
WATER
\
IBD
I PRET E%cesslvE rono�xc m moxr on nor. sTnurrnone.
ROOM
CONTINUES
(500)
E%ISTING GRADES
SCALE: 1"=20'-0"
A
ovr ro.1 x Is w. cxccsre
00
NEW GRADES
I
\I \I
EL
\ EXIST CONDUIT AND
WIRING TO REMAIN
I EXIST LOADING DOCK PAD
MH
SO
TRENCH DRAIN
EXIST DOCK
MH
W _J1 A MH
TRENCH DRAIN
TOP 497.50' EXIST IS
INV 490.00'+/-
TOP OT WALL
EL. 498.50' TOP 497.10'
INV 495.00' 8" SO INV 494.42'
INV 494.67' SLOPE
" PER F
PROFILE NEW 811 SD
SCALE: 1"=20' HORIZ.1"=10' VERT
OF
MH
\EF
DI
BS
EXIST POST
LIGHTING FIXTURE
(TO REMAIN)
FROW DROP
INLEIT —
FROM DROP INLETS
MANHOLE DRAINING
ALONG RT. 606—
E%IST LOADING DOCK PAD \
SS
DB Y
FROM NORTH
PARKING LOT