HomeMy WebLinkAboutVA199100051 Plan - Approved 1991-12-10IHE-
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date 10 2 t 91
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SHAN K
&GRAY
ARCHITECTS
510 EAST MAIN STREET
CHARLOTTE SVILLE
VIRGINIA 22901
(804) 295.0131
.....................................11-4
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P L A N N IN G D E P T. E N G I NEERING DEPT . ZONING DEPT
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GENERAL 1CONSTRuc iiON MOTES
1. WOR : SHAL.. BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING 'THE PROPER
SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2, THE LOCATION OF EXISTII.G UTILITIES ACROSS OR ALONG THE LINE OF THE PROe 09ED
WORK ARE NOT NECESSAPILY SHOWN ON THE PLANS A14D WHER17 SHOWN ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE
ALL UNDERGROU71D 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 DECEMBER 20, 1984.
4, 'rHE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY "
( 1-800- i52-7001 ).
S. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE
AND REPORT ALL INCONSISTENCIES TO THE ENGINEER AND/OR ARCHITECT.
6. LANDSCAPE MATERIALS SHALL BE MAINTAINED IN A HEALTHY CONDITION MATERIALS
- THAT DIE SHALL BE rJrPLACED.
7. SEEDING SPECS. SHALL 11E OUTLINED AS IN THE SOIL EROSION AND SEDIMENTATION
CONTROL AEPoR r.
8. ALL DISTURBED AREAS WILL 9E SEEDED TO SPECS. OR OTHERWISE STABILIZED IN
ACCORDANCE WITH THE REOUIh "13;ENTS OF THE ALBEMARLE COUNTY SOIL EROSION
AND SEDIMENTATION CONTROL URDIHANCE. NO AREA DISTURBED BY THIS CONSTRUCTION
rriALL 13E LEFT UNSTABILIZED FOR A TIME PERIOD GREATER THAN 60 DAYS.
S. A 30' x 50' GRAVEL PAD SHALL EfE MAINTAINED AT THE ENTRANCE TO THE SITE DURING
THE CONSTRUCTION PERIOD TO CLEAN MUD AND DEBRIS FROM THE. TIRES OF DEI-"ARTING
VEHICLE!,.
10. ALL EXTERIOR LIGHTING SHALL SE DIRECTED SO AS NOT TO DISTURI, ADJACENT SITES
AND STREETS.
I1. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
12. PAVEMENT SPECS': BASE TO BE AGGR. MATERIAL SIZE 21 )OR 21A COMPACTED TO A DEPTH
OF 0' WITH 1 1/2' 84 OR 85 OR PRIME AND DOUBLE SEAL.
LEGEND
EXISTING
CONTOUR ----362 ----
STORM SEWER
SAN. SEWER --=- --
WATER LINE -- — —
EMPLOYEE PARKING IN EXISTING
SHOPPING CENTER PARKING LOT
4
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10>1
0 \\
040
PROPOSED \`
362
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R I V E R E D LIMITED' o B 1--
0 A 0 -r E P C I -I I P O ;j ' a ,,�»i 9 EeSe.
Mi9YiliOli • `1ii"
FIRE O FFICIAL LOEMARLE COUN T Y VA . HEA LT H DE PT
I S ER VICL� A UT H 0RITY
BUILDING ���EA
BUILDING W-EIGHT
7211 S. F.
VA. DEPT. OF H I G 11WAY5
AND. TRANSPORTATION
MAXIMUM HEIGHT 35'-0"
EMPLO i EE,:rtl
15 EMPLOYEES / SHIFT
95 SPACES
T 0 T A L
P:IRKING SPACES
91 REGULAR
SPACES
r.R
PARKING-----
PREVIOUS FLAIJ
3 HANDICAP
SPACES
I LOAD IN G
SP AC E
SPACES
18 SPACE S
TAKEV
BY R/W INCREASE
89 SPACES
TOTAL
PAR
KIN G SPACES
85 REGULAR
SPACES
PER
THIS PLAN
3 HAND I CAP
SPACES
I LOADING
SPACE
`1.i A P L O L O I !! fi7 I � P D - S C�� /MCP @2.9% IMPERVIOUS; COVER
4 2, 0 11 S. F.
a VACANT PD-8C i TAX MAP 78 PA R C E L /7 D 5\' ! REFERE-NCE ELEVATION
TAX MAP 78 PARCE-L' 1702 /� \� + G ��`^/i,'•, Fx�s TOP DI 3B 3aa.o0
/'C-y USGS oo_Tu� PARKING AND.
61,11 a/ �\•E'x;s/ 3 4 , 8 0 0 S.F.
VEHICULAR CIRCULATION
1 // Fxi,r/ \ ` /won Onc/;;e -
\C-— -- — 359
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DRAINAGE STRUCTURE
NO.
TYPE
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TOP
INV.
INLET
1
3A
2. 5
3 61. 1 6
357. 1 6
2
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3A
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TAX MAP 7 PARCEL m I / 7 O 6
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O.190HT I CELL,: —
UNIVERSITY
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LIST OF RECOMMENDED PECIES AS PER ALBEMARLE I / 15 spaces
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EXIS-r1N6 � SCREENING SHRUBS NOT REQUIRED BY ORDINANCE I sToriN
OVERL{Edp 1717 f"'eiii�; all
u-rIL-IT, QUANTITY AND 517E TO BE
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`TE LLB ORIGINAL S'jRVE'Y AND TOPOGRAPHIC MAP. BY
RSCALE: 1" 20'--0" :B. AUBREY HUFFMAN & ASSOCIATES SURVEYORS
vu.: Ilk
T TCUN. .
-- SCALE: 1' 200'-0'