HomeMy WebLinkAboutZMA200200008 Other Preliminary Site Plan 2003-01-07PRE "V LOPMEPLANS WATE SEWER�
J U T-H PANTOPS
1. WORK SHALL 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 THE WORK.
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r 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL 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 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY.
78),� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
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6. ALL WATER. AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES.
DB 2212 8 TrnA " G "' E aa s 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
R�VANNA DETMCT, La n COUNTY,
SATE DATAMTE � � �� D� � �0�a�� a� . o
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LEGAL REFERENCE:
TM 78 PARCEL 73A 1. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN
THIS PROJECT SHALL BE LIMITED TO THE 6.96 ACRE LEASE LOT 2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
AS DELINIATED ON THE PLAN, RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED,
SOURCE OF TITLE FOR PARCEL 73A: 3. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE 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.
DB 2128 PAGE 548 A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
DB 2019 PAGE 125 RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). Wf-,___RE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
4. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, CR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
OWNER/DEVELOPER: 5. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
HURT INVESTMENT COMPANY
P.O. BOX 8147 6. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
CHARLOTTESVILLE, VA 22906
ATTIC: KATURAH ROELL 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ZONING:
PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL
EC ENTRANCE CORRIDOR
ZMA 98-20 APPROVED, ZMA 2002-08 IN THE APPROVAL PROCESS
MAGISTERIAL DISTRICT: RIVANNA
SOURCE OF BOUNDARY SURVEY:
BOUNDARY SURVEY BY B. AUBREY HUFFMAN AND ASSOCIATES, LTD.
SOURCE OF TOPOGRAPHY:
THIE GIANT STORE AT PANTOPS SITEPLAN BY WILBUR SMITH ASSOCIATES
AND THE DENNIS ENTERPRISE SITEPLAN BY RIVANNA ENGINEERING & SURVEYING, PLC.
BENCHMARK:
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GENERAL NOTES
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
EXISTING MANHOLE IN ROAD, ELEV = 518.49
SETBACKS:
FRONT YARD: BUILDING -30' FROM PUBLIC R/W�'
PARKING - 10' FROM PUBLIC R/W
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SIDE YARD: NONE
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REAR YARD: BUILDING - 50'
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UNDISTURBED BUFFER:
20' BUFFER FROM ANDJACENT RESIDENTIAL AREAS
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s 1
FPS
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21 A AGGREGATE BASE MATERIAL
2" - SM 9.5 SURFACE MATERIAL SIDEWALKS: 4"
3000 PSI CONCRETE
T �N�TY MAP
-
_64
SCALE: 1 " = 1000'
CURRENT USE: VACANT
PROPOSED USE: OFFICE BUILDING
PARKING SCHEDULE:
DRAW�N(`_X`
REQUIRED: OFFICE: 1 SPACE PER 200 SF OF NET FLOOR AREA.
36,400 SF * 0.8 / 200 = 146 SPACES REQUIRED
1 of 2 COVER SHEET
PROVIDED: 150 SPACES (INCLUDES 5 HANDICAP SPACES & 3 LOADING SPACES)
2 of 2 SITE PLAN
LOADING SPACES REQUIRED: 3
LAND USE SCHEDULE:
APPROVALS
PLAN�IING DEPARTMENT
ZONING DEPARTMENT
INSPECTIONS DEPARTMENT/FIRE OFFICIAL
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
BOARD OF ARCHITECTURAL RENEW
=IRE
OFFICIAL
------------
------------------------------------------------- ---------- --------------------
--------------------------------------------
----------------------
--------------
- -
TREE
-------------- -
BOTANICAL & I MINIMUM HEIGHT
@
!QUANTITY'
CANOPY 1 TOTAL
:CANOPY
KEY
- -
COMMON NAME ;CALIPER
PLANTING
- -- ------------ ... --------------
PLANTED
-------------
10 YEARS-
-------------------
AREA
_----- ---------.._...
T-1
Cornus Florida
1 2 1/2" -
23
154 sf
3,542 sf
Dogwood
Cercis Canadansis
T-2
2 1/2"
19 1
396 sf
1 7,524 sf
........................:.....
Eastern Redbud
I
I
........................................................._,...._........................;............_._..............;.........................................
Prunus
........ ...........
T-3
2 1/2" -
8 i
240 sf
` 1,920 sf
Cherry-Kwansan
Fraxinus Americana
T-4
2 1/2" -
12 1
413 sf
4,956 sf
Autumn Purple Ash
.......
Quercus Phellos
T-5
2"
12
380 sf
4,560 sf
...... - Willow Oak
f
Ilex Corn uto
S-1
I N/A 2'
63
N/A
N/A
-_.�
Buford Holly
---- -- ------- --------------------------------------- -
--- -
j_
-� ---------------
Total
Canopy
1:22,502 sf
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 747 LF/50 LF = 14.9 TREES
PROVIDED: 16 TP€a (6) T-1 (8) T-2
(1) T-3 (1) T-5
IP`ITERIOR LANDSCAPING:
IidTERIOR LANDSCAPING REQUIRED: 0.05*65,000
SF = 3,250 SF CANOPY
QUANTITY REQUIRED: 1 TREE PER 10
PARKING
SPACES
150/10 = 15
TREES
INTERIOR LANDSCAPING PROVIDED: 17,790 SF
QUANTITY PROVIDED: 58 TREES
10TAL CANOPY:
F'EQUIRED: 0.10*138,773 SF = 13,877 SF
PROVIDED: 22,502 SF
REE CONSERVATION AREA = 38,650 SF
Project
Title:
oil Ill'
TM 78 PARCEL
MI,C-HAEL SPOONER
Tm 78
D B I J 76--6-79
Parcel 10
- — - ---- ----- ------ _-- ------- ------ ---- -- ,.White [louse Motel LLC
—356 DD 1726
DD 1919-443
TM 78 PARCEL 13
DENNIS MINETOS - ---- ----- - - ---- --- - --- - ------ ----- .... . ...... DB 1964-184
EXJSTh\1-6 EES PRIMARILY 6" -- - -- - ----- .........
------ Zoned; -IIC—EC
D3 975-458 CALIPE OR GREATER
---- - --- -----
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--- --- - - - -- --- - --------- - -- - EXISTING - - - - - ----- ------ ------- - -
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PROMB6 WHEN6THE' PORTIOLLN OF
475 - -------- THE PARCEL FRONTING RT 25D
IS DEY OPED Et
. . ...... ...... .. ------
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485
%
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85
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Tree Conservation Area . .........
- --- - - --- ------ EEL'
5 - -----
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T-1
T-2 5-,T-2 --- - - -------
T- -5 T-2 T-5 T-2 515 _4,;-2
T-1
T w 1 -
1 ---. T-5
J CPP 'L�osed Storm Sevve .. ...... ..... ----- ---- - - 18" CPP/
11 n-
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11 Space @ 9' X 16'
91 19J
Spa as CC 11 paces 9' X 16 11 poc s 9'
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------ Proposed Sanitary - - - ------
.... .... .
T-1
z
J
5
10 Pa C E'S @ X I
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d i n' ace T-4
f-4 CC 52 9' x 18 2jr-" 8, Sp ces T-4
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T T-1) I II
T-2 T-2
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0 CD
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M T-5
f - --------
00 12,000 iSF. TO T. 2 Story Dldg. -- -----
25 ----- - ------
4
T-5
pace x 6'
T-3 LFE 04.5 Lower 12,200 SFIFL
CQ- 2 -1, IV �S\1:1
UFE 525 Upper C9. 24,400 SK TOT. RDo T
doo-,
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LFE = 525.0
T
----- — ---- UFE = 537.0
T-2 . .... . ......
Durnpater�%d %-2 T-
W Screening 2 Screen*Y %'/ _ - - '
...... — ------ CG_2 _ood1ncj-Spc__
523.0] 1 77ce
dL/s
DI Pro os,
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Loading Space
EASEMENT EASEM
PR ED 50' ACCESS
OPOS
sm
ENcHzs T-5
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T-2 T-�
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..... . . ........ . WATERLINE
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R
T 1
UMTILIT�
SEMR-T--:� - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - 530
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EX VIM,
LO� uN,
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TM 78 PARCEL 73A
HURT INVESTMENT COMPANY._
D13 1737-30--------_
4 0
T-2
s ed Storm selwe T-2
PaC
16
7E:� -7-
10 D\014)
--- - - - - ---- --------- ----- ------ ----- ------ ----- ------ ----- ---- - ----- ----- ----- -- ----- ------ -----
--- ---- --- - - -- --- ---- — --- - --- - -----
30 0 30 60 90
SCALE: I" = 30'