HomeMy WebLinkAboutSDP200100047 Plan - Approved Final Site Plan and Comps. 2001-10-25FINAL SITE DEVELOPMENT PLANS FOR
BIOTAGE, INC. CORPORATE HEADQUARTERS
TM 32 PARCEL 6A - LOT F I A
DB 1038 PAGE 225
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
LEGAL REFERENCE:
TM 32, PARCEL 6A, LOT F1 A
SOURCE OF TITLE FOR PARCEL 6A:
DB 1038 PAGE 225
ZONING:
PD - PLANNED DEVELOPMENT
IP - INDUSTRIAL PARK
MAGISTERIAL DISTRICT:
RIVANNA
SOURCE OF BOUNDARY SURVEY:
DRAPER ADEN ASSOCIATES. THE 7.08 ACRE PARCEL IS TO BE SUBDIVIDED FROM PARCEL
6A.
SOURCE OF TOPOGRAPHY:
DRAPER ADEN ASSOCIATES. USGS DATUM
BENCHMARK:
THERE ARE THREE BENCHMARKS SHOWN ON THE SITEPLAN
SETBACKS:
FRONT YARD: BUILDING -50' FROM PUBLIC R/W
PARKING - 10' FROM PUBLIC R/W
SIDE YARD: 50' BUFFER
REAR YARD: 150' BUFFER
MAXIMUM BUILDING HEIGHT: 35'
PAVING SPECIFICATIONS:
PARKING AREA: REFER TO DETAILS
SIDEWALKS: 4" - 3000 PSI CONCRETE
DUMPSTER PAD: 6" - 3000 PSI CONCRETE
CURRENT USE: VACANT
1111
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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. THIS SITE IS NOT IN THE 100 YEAR FLOOD PLAIN.
4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
5. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE
A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. THE EXISTING LIGHTING
FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LOT A WILL BE SUBMITTED WITH THE FINAL SITEPLAN.
7. TRASH REMOVAL: TWO DUMPSTERS WILL BE PROVIDED AT LOCATION SHOWN ON PLAN.
8. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS.
9. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING.
10. ZMA-95-04 IS APPLICABLE TO THIS SITE,
11. STORMWATER MANAGEMENT FOR THIS SITE WILL BE PROVIDED BY THE REGIONAL NORTH FORK STORMWATER
MANAGEMENT FACILITY.
12. TO ENSURE TREES IN THE UNDISTURBED BUFFER ARE NOT DAMAGED, THE BUFFER LINES SHALL BE
FLAGGED PRIOR TO BEGINNING ANY CLEARING ACTIVITIES. IF ANY EXISTING TREES WITHIN THE BUFFER, AND A
CALIPER OF 6" OR GREATER, DIE AS A RESULT OF THE GRADING FOR THIS PROJECT THEY SHALL BE
REPLACED LEYLAND CYPRESS TREES.
11 THE UNIVERSITY OF VIRGINIA FOUNDATION SHALL SUBMIT A REPORT TO THE DEPARTMENT OF PLANNING
AND COMMUNITY DEVELOPMENT, OR ITS SUCCESSOR, EVERY 3 YEARS. THE REPORT SHALL OUTLINE THE
DEVELOPMENT ACTIVITY IN THE PROJECT OVER THE APPLICABLE PERIOD.
14. THE UNIVERSITY OF VIRGINIA FOUNDATION WILL PROVIDE SIGNALIZATION AT THE INTERSECTION OF ROUTE 29
AND LEWIS & CLARK DRIVE, PER THE PROFFERS, WHEN SUCH SIGNALS ARE WARRANTED.
NORTH FORK RESEARCH PARK TOTAL BUILDOUT STATISTICS:
PARKING SCHEDULE:
REQUIRED: 1 SPACE PER 2 EMPLOYEES ON THE MAJOR WORK SHIFT.
SITE SQUARE FOOTAGE
EMPLOYEES ON MAJOR WORK SHIFT = 150 PRA BUILDING 80,000
150/2 - 75 SPACES. TOWN CENTER #1 69,736
DISTRICT #2, BLDG #1 70,000
DISTRICT #2, BLDG #2 41,778
PROVIDED: 176 SPACES (INCLUDING 7 HANDICAP) MICROAIRE 26,000
MOTION CONTROL 47,200
LOADING SPACES REQUIRED: 5 TOWN CENTER #2 70,000
LOADING SPACES PROVIDED: 5 BIOTAGE 85,000
LAND USE SCHEDULE:
PRE -DEVELOPMENT
BUILDING: 0 SF
PAVED: 0 SF
OPEN: 308,405 SF
TOTAL: 308,405 SF
% POST -DEVELOPMENT %
0.0
25,000
SF
8.1
0.0
59,200
SF
19.2
100
224,205
SF
72.7
100
308,405
SF
100
TOTAL BUILDOUT REMAINING: 2,510,286 OF 3,000,000 SF
"1 1
OWNER:
UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION
P.O. BOX 9023
CHARLOTTESVILLE, VA 22906
ATTN: BRUCE STOUFFER
CONTRACT PURCHASER:
BIOTAGE, INC.
1500 AVON STREET EXTENDED
CHARLOTTESVILLE, VA 22902
ATTN: TIMOTHY McGRATH
PHONE: 979-2319
PROJECT MANAGER:
TURNER ENTERPRISES, LTD.
P.O. BOX 5347
CHARLOTTESVILLE, VA 22903
ATTN: DAVID TURNER
PHONE: 972-7783
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE
WORK.
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 ASS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
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,
ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
ALBEMARLECOUNTY ECONSTRUCTIONNOTES
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 MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONtS 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. THE MAXIMUM ALLOWABLE SLOPE IIS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE
ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
A DRAINAGE CHANNEL.
6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
,
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1 of
6
COVER SHEET
2 of
6
SITE PLAN
3 of
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UTILITY PLAN
4 of
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LIGHTING PLAN
5 of
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PROFILES
6 of
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LANDSCAPING PLAN
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R2 of 4 ACCESS ROAD
PLAN (BY
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R3 OF 4 ACCESS ROAD
PLAN (BY
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R4 OF 4 ACCESS ROAD
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ICINITY A
SCALE: 1 " = 1000'
PLA KING DEPARTV
ZONING DEPARTMEN
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ENGINEERING DEPAI
VIRGINIA DEPARTME
VIRGINIA HEALTH D
BOARD OF ARCHITI
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NO. DESCRIPTION DATE
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Building Perimeters, Parks, Recreation Areas, Parking Areas, a 6.. 7.5"
Roa.c•Nays, Outdoor Sales Areas, Si_lort Courts, Outdoor I (152.4mm) _ (19)7.
Preci:-ior. di -cast aluminum housing. 6s' 191,
® Ore-I:jiece fully gasketed die-cast al -!maxum lens frame.. (165.1mm) (482.6mm)
Constructio and gasketing prohibit du t, moisture, and bug E� l
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ExceLine catalog.
150 to 400 Watt Metal Halide
Pome'ar spring-loaded 4KV pulse rated socket -mogul 100 to 400 Waft OA High Pressure Sodium
base.
High Power. .:actor CWA ballast. 2„
o Electrical cornponents mounted to hinged ballast tray. (50.8mm)
--- --- - .43"
<e Starting temperature: LX(HPS)-40°F/-4C'C, 2.7 (11.1 mm)
(69.8mm) .62"
F" t .43"
OnE-::iE3ce hvd,oformed anodized alum num reflector. __ (11.1 mm)
Typ , IV reflc).:,':or incorporates segmented inserts. 50 8mm`
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• Puhlished five year limited warranty.
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25=250(E/BT/ED28) 3
40=400(ED/BT28) 2
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3=240
4=277
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THIS PHOTOMETRIC PLAN WAS
GENERATED BY
EXCELINE APPLICATIONS ENGINEERING
2345 VAUX HALL ROAD
UNION, NJ 07083
908.964.7000
Photometric data used in this design
is based on standard industry procedures
and tested in laboratory conditions. Field
performance may differ from predicated
values due to normal deviations in the
luminaire installation, electrical supply,
equipment tolerances and/or obstructions
within the lighted area and are not the
responsibility of ExceLine or the Genlyte
Thomas Group.
Light Loss Factor is based on the lamp
lumen depreciation factor multiplied by the
luminaire dirt depriciation factor.
All values are in Maintained Horizontal
Footcandles unless noted otherwise.
------=---
ExceLine Luminaire
Schedule
Project: BIOTA,GE
BIOTAGE
Symbol
Qty
C®IcType
Label
Arrangement
Lumens
LLF
Description
Max/Min
Parking
2
Illuminance
D
SINGLE
20500
0.700
SMR253MA
--®
FC Spill
13
Illuminance
E
SINGLE
20500
0.700
SMR254MA
ALL FIXTURES ARE MOUNTED ON 25 FOOT POLES
ExceLine
Numeric Summary
Project:
BIOTAGE
Label
0.0
C®IcType
Units
Avg
Max
Min
Avg/Min
Max/Min
Parking
Lot FC at Grade
Illuminance
Fc
1.47
5.0
0.3
4.90
16.67
FC Spill
at Pnop Line
Illuminance
Fc
0.01
1.3
0.0
0.00
0.00
ALL VALUES SHOWN ARE MAINTAINED HORIZONTAL FC AT GRADE
FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25FC
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TIMOTHY R. MILLER
CERTIFICATE No.
30542
SSS/ONAL ANG
Revisions:
NO. I DESCRIPTION I DATE
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FOR ALL BENDS
&A
WIDEN TRENC
ACCOMMODAT
ANCHOR IF
REQUIRED.
BEDDING
REQUIREDD
FOR TEE OR WYE
TTI NGS
SECTION -2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
545.6
BEND
535.1
I.."....,.." ........ ......... .... ... . . . . . . . . . . .. ..
......................
2
L
H
T
L
H
T
3
90
2.50
2.50
3.01
0.24
544.3
4
1.1.-1.1.....,
DI 3B
4 & 6-
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
547.3
11'.- ....... ... ......... ..........
22 1/2
1.50
2.00
2.52
0.10
................... ....... ... . .. ... ..
550.6
. ....... .. ..-,.,..
7
..................... .......
DI -313
.... ....................
11 1/4
1.50
2.00
2.50
0.10
DI 3B ..........
6
548-..-15
542.2
90
3.66
3.16
3.21
0.48
L-
545.8
18
8"
45
22 1/2
2.66
1.66
2.66
2.16
2.77
2.69
0.26
0.13
3.16
2.91
2.66
0.32
11 1/4
1 1.66
2.16
2.67
0.13
0
L-
90
4.83
3.83
3.42
0.83
10" & 12-
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
('4'CONCRETE THRUST BLOCK DETAIL
�5 of 6) NOT TO SCALE
STORMSEWER
STRUCTURE SCHEDULE_
STR
TYPE
LENGTH
TOP
IN
OUT
1
DI -38
M
6
545.6
535.3
. ..... ..........................
535.1
I.."....,.." ........ ......... .... ... . . . . . . . . . . .. ..
......................
2
IDI38
. ..........
..............
..............
-4 ............ .
552.5 ........1541.9
. .... .. .- ...... .....
.....
. ---5-4.1-.,8 . .. ......
3
, .......
IDI-313
11 ..........
.
6
555.0
544..5
.............
544.3
4
1.1.-1.1.....,
DI 3B
6
550.9
(546.2
546.0
----
5 .......
DI -313
... � .... .
... .. ...
4
... .. . . . ...... ....
..... 553.3
547.5
...... .. ...... ...
547.3
11'.- ....... ... ......... ..........
6
DI -7
557.0
................... ....... ... . .. ... ..
550.6
. ....... .. ..-,.,..
7
..................... .......
DI -313
.... ....................
4 ..........
543.5
............. I ..................
539.0
...............
539.2
.......... -1.1-11-11.1,11 --.1.1.."
8
DI 3B ..........
6
548-..-15
542.2
-5-42.-0---
9
DI 3B
4 1553.3
L-
545.8
18
......
Exist.
... . ... .....................
W
0
527.1
('2'PROFILE WATERMAIN B
5 of 6 SCALE: 1" = 30' HORZ)
1" = 10' KERT)
NOTES:
1. MINIMUM 3' OF COVER OVER TOP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL
AREAS (TYP.).
� �3 STORM SEWER PROFILE - A
15�of �66 SCALE: 1" = 30' HORZ)
1" = 10' KERT)
KENNEDY GUARDIAN (K -81A)
MUELLER CENTURION (A-423)
OR APPROVED EQUAL.
6'MIN
(270')
Length of Branch Varies-
- 2' TO 10' -
YT
NOTES:
1. MINIMUM 3' OF' COVER OVER TCP OF PIPE.
2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL
AREAS (TYP.).
NOTES:
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTESVILLE
THREADS WHICH IS THE LOCAL
STANDARD.
1. 7 CU FT GRAVEL. 7. WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL,
2. 2500 PSI CONCRETE BASE AND THRUST ANCHOR THE VALVE TO THE HYDRANT
BLOCK AGAINST UNDISTURBED STABLE SOIL. WITH 2-3/4" THREADED RODS IN
ADDITION TO POURING CONCRETE.
3. STEEL PILE IF NECESSARY A STEEL PILE
SHALL BE USED AS ADDITION/AL
4. VALVE BOX SUPPORT.
5. GATE VALVE 8. 3/4" THREADED RODS TO MAIIN
IN ALL INSTALLATIONS. RODS SHALL
6. TEE BE GALVANIZED OR ASPHALT COATED.
NOTE:
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
(INCLUDING DITCHES).
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
('5'FIRE HYDRANT DETAIL
5 of 6 NOT TO SCALE
STORM SEWER PROFILE - B
SCALE: 1 = 30' �HORZ)
(VERT)
Storm Water Conveyance Channel
Typ e A
51
0.5 4$
3500 PSI Concrete
STORMWATER CONVEYANCE CHANNEL
7 TYPE A
�5 of 6 ) NOT TO SCALE
I
Lf "It.311
METAL DETECTOR
TAPE
FO)R DEEP EXCAVATIONS
TRENCH MAY BE WIDENED
ABOVE THIS POINT- ......... . .. .......
............ .
..... ............
..........
.......... ............
SELECTED HAND PLACED
..........
COMPACTED BACKFILL
UUMIJAUILU VUU1
#26 AGGREGATE BEDDING
. . . . .... . . ...
TYPICAL TRENCH DETAILNOTE
95% COMPACTION PER ASTM 0698 -STANDARD PROCTOR
�5 of 6 ) NOT TO SCALE ON ALL BEDDING AND BACKFILL MATERIALS.
COMPACTED BACKFILL
NOTE: FOR MULTI -PIPE
INSTALLATIONS KEEP 4"
MIN CLEARANCE BETWEEN
PIPES.
NOT LESS THAN 6"
NOR MORE THAN 12"
PLACE STONE TO
PIPE SPRINGLIKE
0
TIMOTHY R. MILLER
CERTIFICATE No.
30542
ONAL
Revisions:
NO. DESCRIPTION DATE
ACSA Comments 7-05-01
2 ACSA Comments 7-19-01 1
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TIMOTHY R. MILLER
CERTIFICATE No.
30542
ONAL
Revisions:
NO. DESCRIPTION DATE
ACSA Comments 7-05-01
2 ACSA Comments 7-19-01 1
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DB
_ M._ .0 ... 446-175 3 5 �, >-'
r:�•'2 l r /`::.:-'�'";,r., 5L7 1:4
to Z
.ik" = . X582.8
Y,.,r
pJ� >,.. %�,•, ,,.,..".,., .,r y M „M" ,., ,,,,,,,. m,"w 5824 ". �d y
�`,�'•f=":/'; �,,,.. » -✓A,,,•..,. m 58fl— ,-----•_ - a { �.,t.,y,..,�.,,f,,.aY,.,a,.a,.,, :�Y yz.�„ .,,,...,, "..., !^58 v.� ,may cb �
If � _ +r+•FJ
Delta= 14 18 "H ... ._M C -` "" �rgryp 35 mm rn
S�SY•g,� ` 3
1=1,06, ""':"nn ""'-- .._,.11',�il ° !2�'�'a r"'i�'^!'..,,r�%y-,/..F„�„,,f .".,,,,,.,. ........ .. .... J. - "✓ •cls
» aT 388.85 , .�:.:,r,�,a ; „ -::: _._M., '3 5
w C Brg.=N21 °28 14 E „ 'fig Setback.•.,.w N". ,-,. \ c� zn
s a�,.i W W
/ Ch, t.=210.87'
W ya 78M yfFJ y / S " "^ .,,,-. `. „ ' . O . ,,. �'_ ~ ^"~ -- J to i _,y_ M S.� �Z
/ f w," yy FO e - " W o
Ut oods M., ur�d n x
woods '� `'� W rs, w w
583.0 j.. SBS ✓ ,--�
PLANT LIST t ,—� — F f , r _ _ . --\ ___ _ �` ._._ X580.4 j��, �
Building Setback = -`580 _ XCQ
58 f w
078.3 yto
Q / ~ �.,,..,,,,.,,.
TREES 5841
KEY QTY BOTANICAL NAME
COMMON NAME SIZE ROOT .s f f X 2. s Y " _ ... � _w,"_ .__.
Plantanus acerifolia London Plane Tree 2 1z" B&B F�` � �--' '� ^^mow^,. ,„ '„ �. „ - ^ � `-�.�~, ;�" ---„. ...�.~„,~ ,,.�,..... ,.,.>
Cn
/ `` O may^-.,,,.,��
B 10 Fraxinus americana White Ash 2 1/” B&B ¢ �/ pq o
C 4 Gleditsia triancantlios 2 , » -
Honey Locust B&B
/2 g over r f �y �� at TREES TO BE SAVED- - w.. M w ".”
D 4 Carpinus betulus Upright Eur. Hornbeam 2 1/z"' B&B f / ice. �./ P f F \ w" �., ."._ " M —580
�-
11111111 1
4Sunset,
„ w ,
E Acer rubrtim `Red Sunset Red Sunset Maple 2 1/?” B&B s ° ' l ` 573,1 „ 7 " ' - „
/�56 . s ^ ". X575' S 575 _- --" o _ ~ "..,. :,.
SHRUBS' 4`` 3 '`' r.. TIMOTHY R. MILLER
--�t- -- 2° '< w .",~, w.. ",,. ._"_.. CERTIFICATE No.
X 5? CERA �
r 4 --- - �... ��F Undist>e 8u .., ".�.� w 30542
KEY TY BOTANICAL NAME ` / / H, - '� --
S2_._ COMMON NAME SIZE ROOT' r _
F ",,, 575 s
12 Prunus laurocerasus O M f f . ~"------- s' S/p
,
,
Otto Lu k.en �, / , N L
y Laurel 24 B&B ' �`%; >� � ' ,� 4 �°, / �' � / � \ ,. `�. ,,,,.>,� _ ��"'
"Otto Luyken" r / /' ® ., r s „
O
f i
F n .
G� X572. torm er Dlv ion<>-Ber
16 Fothergllla garndeml Dwarf Fothergilla 24" Cont. 1 �'� , G,� SN/�, " of s ..�M _ „ __-- Revisions:
M , rr� I
��,.,�.%y" i/y �•�.. 1 ... ,^ „ ... , ., ... , ..,. - •DESCRIPTION DATE
--
NO
veae Blue Pr'
H 11 Ilex e Print mcess Holly 24"" Cont. for & grovel J �' ClN `s �` 1 SPIN Comments
7-25-01
`Blue Princess" � � �' , .M � - ~ " /� - "7
L f) , •fr .. ,
le#hra alnifalia Sweet Pep;nerbush 24 Cont. f�:��: � >�-.. " -- M_ _... ---,". „_ „M _.,.....,, �>' ------ 570
,. i � ` SOF CLEARING , ' .
J LIMIT
4 •-
Azal r
Cusum
ea ob Ph,asant Valley Pleasant Valley Azalea 18 Cont t�>;�-• � / f` "~`"•• ~-'
s
5
K Pieris a amts '�{ rte, ; ✓ / " l ~.
I 3
J P Andromeda 24 Cont.
esery "`''" / ''
19 Ilex. m ae Blue; Maid' Blue Maid Holl 24" ��� `� � � . � 5�5 S � • "• ,.. 1
Y Cont. '�"` -•-.� <, ,- ,., _,,.",.,," "._ w
M 6 Ilex labra s
g Inkbe 24 ?i3 �,w
rrY Cont. / CD
,z,, „ P N I ,- rn
Viburnum dentatu Cont. 'f" s .% �°` 'r � .--°-"' ,.,, ,.' ° '_
m Arrowaod Viburnum 24 /� :� � - ,-' ~�-.,,^ '� -<
� .� � � '` _ "'G7
f A Gj �'' "�2 �.�� 5` �. "M„.. c! -_ _ E
O 3 Ilex cornuta `Nellie Stevens Nellie Stevens Holl 24", ,s d mac, /"" _e..n _ _„ °' S41
Holly Cont. , 8 r �_ Iw
P 39 Atelia grandiflora GlossyAbelia 24” Cont. f , t/) a, �'� U'`� _ ucer D b `,�
w / i °". y~M ire Hydr et z �� Cb
117 v. t,'x 3 . ! _-,__._� /
l In - 5757 5 y P� 9 „ 6" m
riw Out 575j' l� h c F // r ' �(� �/ , N o�
. .....
UJ
• i71
ul ,.
ERIOR LANDSCAPING CALCULATIONS `" ��" �s � "" .-•.... _ -
INT' A�, E --':l"' M , x "
n s
Required: 5 /o of paved parking olid vehicular circulation j �' , II
4 p; ,. +d '+, t + ,� t } 3 ,. ".. z I f, :�58,Q,5
Paved parking and circulation area: 53890 x .05= 2695 sq. ft. 6 g 'z '' ° _ _ u
space "� ' t. a /N' ��'" 9H�'co
% BM= 5 202: i" ! } �3 BI3 "-I- �� n `,.
Provided: 6750 sq. ft. landscaped interiorp -~~""
Required: 1 tree/10 parking spaces r •f s� / � N4i r�
Total parking spaces:-- 173/10= 17.3 ;trees required ' I3.2 / ~ -- 55,01
p g p .w !' %i� ,� y �' ? ' � `�a k �''' �. •61.9 ,. •- �, � .,..,. .,,�'-~" c`7•-' r� e�
,
M~
Provided: 18 trees "
' ' ;, s� X59.5 P1Lnt(GN
a, C l$S
-Untiversaty--of ^Virginia - -� s -�
t,,h, K' -- i ~. r h t 1�ortfi ".Fork a.,� ` , m �' co coo'
w Resea c Park a " >
t„ wilding 6 ",~ w.. , m., " i • 0) \ . -- G,o E
TREE CANOPY CALCULATIONS , 1
Acre Portion o Tff� 32 °P cel 6A . yw r----
i ters jJriversit` ,.o ..,�>t�r ini� I:rrat`► tion + O c�� , o CD
HT. AT PLANTING TOTAL HT 10 YRS. TOTAL WIDTH 10 YRS. AREA OF TOTAL ,, 0 en 2 -Dl! s y f g Estate Founds -- _ „°
+QTY NAME CAN. 10YRS i F PI tfo \\ " _... Q
4�,, i Z v{/F ce E1cla�urei` DB 1083-225 5:a ouar r111� ". .o �. Rr
1565, 3 - -.. ,: m 30'�' ao
a Aoerrubn,m 16 33 24 4ss ls2o : , 1; Z Concrete P £All MVAQ Eg0pment>`t ' Zt�r,red' r� ' _". ".. , ► + `�~
_ r I
Red Sunset Maple �Y f i -`` Current Use: Vacant ra fi w o rA
p � , z azr[ t t hal i Be `Roof; Mounted -_ k., ; D
4 Carpinusbetulus`Fastigiata' a � ` i t U_ c4ntaindrS z 5, ;, T ^O� m
36 13 138 552. i o ' C ' ", ...,.," w
Upright European Hornbeam 16 a ;<y 1 1 Proposed 2 -Story Building �., i a ®-
M`25,000 �F—Ptrr Floor..._.F .w _.,.. ....__ T. .,_ " S .' r ---555
2 z s =5 `X _ F 50,000 S.F. Total -3 - M w' 0 4 m f ".,V.. J�• ---_ v
l0 Fraxlnus Americana 16 36 24 452 45 0 t '>.# `. 1~ . I -` 1 Ct� ; �j 'i I't 1 - �( a a �. ! / as
white Ash Inv. 568k57' ergs; y „1 i�st F, or. Elevation - 554.0 �.. � 0.ro`' �
�` '; ire beet: orrflectign Second Floor Elevdtibn —"'~571-.0.... ........_... w _ }�----50
to
Gleditsiatracanthos be
15 36 30 734 2936 w�,` { (!} i r+1 4aene ok` 8 . Fire er ice �s' t J�� _'N ,, Z
Shademaster Hone iooust Z ry " „ J pN ci, �� O
4 y 1 , �> o,ei -8' ' X54. , 4 ,.
a" I
9 Piatanus acerifolia 16 34 29 651 5859 ; p- Qp O vI 1 +
London Plane Tree p !o } IrIV 54 - ,TBM _
fi0 � s -i- ..-.� s d- •'- j ..w_ " 4 ,,Woods
Total 15,687 f. A i�T J jI 1 c `.^ coo r J r` i f ''" a ' }-3-t
o r �� C:)
-S » X21 f 1... �f w _
Required: 10 /o tree canopy coverage of site £ 1 1 teeter / au A s _ ear „ ^,
eq - a / of site
308404.80 s ft. x .10- 30840 sq. ft: ; $ V %� Ill - 4 r \ M" y +~ Q'
Site Acreage= 7.08 acres x 43560 sq. q. 50 i
Provided: 15687sq. ft. canopy coverage (new plantings) , N „
Note: Existing Existing tree canopy coverage to remain on site = 186,100 sq. ft, (4.27 acres) (60 %of site) _ 1 _ �� i F rap. o e ► ase en 4 " ;? —+
,—�� ± B d r' ,j t T D -a r$° Iw,W ter in-, x 4
f
j
fi
f . .
CD
EXISTING TREE CONSERVATION PLAN SPECIFICATIONS �^ 11 �# % l f f , l5' a' "' �u� ` building °Y--
l4f' A ". a ' !" T�, Roup- 55Q3 3
All existing trees designated herein as "Trees to be saved" shall be protected from mechanical and other injury during land disturbing and " # r r 1 f i _ Jr f O F r
!7
construction activity. This can be accomplished by careful consideration being given to both surface impacts such as mechanical injury and root icy.•,,, i 1 t > " t7S'?C]r
zone impacts due to soil compaction and excessive changes in grade. ' e asphalt '�' a'r 1 I ;011e' i E r s f O� : X X X �% '��,— t—+ -t
Tree protection specification
# s i ` , ; ` ; 55 fF. f s f€ ` ^ �~ �£ ? ' a ra f` {—+—t
1} Groups of trees and individual trees selected for retention are designated herein as "Trees to be saved": ` ---- , FS d �e
2 Prior to construction, individual trees and stands of trees to be retained within the limits of project boundary shalt be marked, at a height Q` '711�u IT/ D
Pal ry 9 , ����^� S, � i r � 1 '., ° � I t
visible to equipment operators, with surveyors tape (or brightly colorej paint if purposeful alteration of the proper markings is a concern).,�, S23 2 1 7.16
Inv= 37,4 �'^ S66°30' 7»E ^
3 Heavy equipment, vehicular traffic, or stock ices of an construction materials (including topsoil) shall not be permitted within the drip fine s S v°:u h %-< } , i \ $ _ 4' i = r�:
) Y eq f� P Y
of an tree to be retained. Trees b',eing removed shall not be felled, pushed or pulled into trees being retained. Equipment operators shall f ' �1�
< a`'^ 3 W
not clean any part of their equipment by slamming it against any the trunks of trees to be retained. a t �E
4 Fires shall not be permitted within feet of any trees to be retained.
°`�'`3 ,f ` I
I� s jr t 1 w
S' I � ' f � � e f T r I � Y ' r t E ''^'�'' 'i °° '°,L, 'sk < � •
r j
&} No toxic materials shalt be stored loser than 100 feet to the drip line of any trees to be retained. Paint, add, nails, gypsum board, wire, B f' j ; 3 3 x ....�^°" \ O e.
chemicals, fuels, lubricants shall not be disposed of in such a way as to injure vegetation. f 1 i �V�s ""��n ►'� W
Uh
s # d l I 1 f FENCING s' °z fif=site'" water, son' ary sl "Wer, pay ment, \ ,545.6 .a 5o
6) Trees to be retained within the limits of project boundary shalt be protacfed by fencing. Personnel must be instructed to respect fencing.
,
.. f f r t � � / � l l s� ,/' �`' �F ,� �' � �, HIGH O�NGE SNOW FE ,—� _ bei r vided � others, �+ Virg"",
Standard (orange) 40 -Inch high snow fence shall be placed at the rimits of clearing (at edge of dripime) on standard steel posts set 6 feet 1, i t r ; r Z ^P r .. ®� 40 H � M � ��'�"'�"'`;; cp t and sidewalk,_Jo �� A-
apart. Protective fencing shall be the last items removed after final d(�anup. �y 1 l f e t U� '
## f J ' / a, yUtil' 'es and pavement re not tnstaH a Ap 83
7) Tree protection measures shall be reviewed with the contractor onsite �` e? S • (� �,'r` �n /fR „ ? tl m
y -„� ff W
�a f f JI g r ?a ,,(s ';{' is 'nth. Actual: locatio ay 'ory.
' .;
8 Damaged trees shall be treated immediate! b pruning, fertilization; or other methods recommended b a tree specialist. ^ 'f ZE
] ` 6 r .' / ` ' I
9 Y Y p 9, Y spec N ,�l ¢ ¢ s PJLf �i ilii® 1 /(�Jry$/�Ti
!� f / % J / J S f ��i fw �{
f ?J'N ' 4 , 1 s s f f 7' Y �” is S� .Fr .«-�°'` C f l,gf,�.i I, Q) O (��y
i .,`. ? / 3 f 1" J] %� /' {� j t� I ! i I 8 >' �^ J
. Y '' iJV J Vt. EXIS
Bt1liltllrig f !iG/ t l �/ VU �#f!fi` s / M f�� r jfff "r °e O
° P
1-7 foo { ) t l t f F i f { �l f. % rF•,Cg ,
)-od
, ,�1q/� 7tJ (: SCALE: 1" '- 30' pr'I
kis 1nh f I t # i€ F r f �' s LIMITS
CD
OF YE¶- ND m
%:� CLEV ANDERSON, ASLA ;� , hp 1 i
Landscape Architect 2 h / 3 1 £ ��h f 3 rrSheet
� p l r.
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asphalt 17 �'Ny � \ 1. Landscaping plan generated by
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LANDSCAPE GARDEN CENTER w '' �/
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2032 West Main Street - Waynesboro, Va. 22980Jr%.-rte% %3
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......... . .. . . . . . . . - - - - - - - - - - - - - - - - - - I1. CONTRACTOR FOR SD 2000-024 RESPONSIBLE, LLATION OF FOR INS t.............. ............. ........ .. -- - -------- .......... ARISTOPHER M. SHUST GAS SERVICE S' NITAR SEWER,,,,,,,, .................... . ....... . .. .... No.034028 . . . . . . . . . . WATER SERVICE, AND AD,,__ --------- 4v STRUCTURE 12 TO HAVE k - - ----- - - - - - - - - - - - . . . . . . . . . . . . . . . . . EXTENSION,TO PARCEL,- INE. t............. .. ........... . —7 TOP UNTIL FUTURE - - - - - - - D1 PARKING IS CONSTRUCTED. I tc- I()NAL ............. ........... A EJSS CC - - - - - - - - - - - - - STRUCTURE 20 TO HAVE A )us 2. COORDINATE FINAL 0 DES AT REPLACE WITH DI -38 AT 24 40' M T ........... t---------- --- ........... PARKING IS CONSTRUCTED. OF ROAD —7 TOP UNTIL FUTURE T`IME. EASEMENT tD1 THAT p 00 & EN WESTERN,,tND ............... ON ........... REPLACE WITH DI -3B AT CONSTRUICTI WITH 810TAGE SITE ....... STA. .......... .. -F- 00-024. NO _bN RAcToR, AND GRADING GRADING CONT ------- ......... ...... . . THAT TI M E. BEGIN ........ ... .... CONTRACTOR FOR SDP CONSTRUCT -------------------- I-------- - - - --- ------------ ... '014 IS� 7- LL
ENST GRADING SHALL tE DON' ON THE BIOTAGE PROPERTY WIT OUT OWNER t............ . I. ............. APPROVAL. —STRUCTURE 16 TO HAVE 4 -0 t.. .... .... A DI -7 TOP UNTIL FUTURE 7!7 6.0 PARKING IS CONSTRUCTED). I -3C AT PRO\JIDE 5' REPLACE WITH DI ,,WIDE CONC. PROADE CURB CUT THAT TIME. SIDEWALK7 NDJO co
`60— 1 213 RAMP,� (SIM.) PROPERTY L1NE--OF_§IOTA SID R6AD, tNORTH' E OF > L) c� r- A C1 t7�� s AS _'SA 4
SEE ACSA DETAIL 38i HYDRANT ASSEMBLY. NSTALL AC§A FIRE / f, SPILL CURB ALON'd -EXTE ,VDOT & INSTALL TD— 1 7. 15 A. + 20 + co
7-- 7 I< FUTURE ACCESS < CESS, NOT . ....... FOR TO QUAIL RUN .. ........ I........... . ... IIIIIIIIIIIIIIIIIIIIII tTHR UGH TRAFFIC t.... .. ..... Lo
NA G 20' DRAI E FUTURE ACCESSII'x vuyl j.CG-12B RAMR, GE PER BIOTA Lo
PLAN - ........ .. INV. 527.1 EASEMENT TO 20 . . . . . . --0.5', L=10', W=12.51'., INSTALL EW -1 WITH t20'..,DRAINAGE OUTFALL 0 0% GRADE. C D ISSAPATOR. RIP—RAP TO BIOTAGE PILANS'a Do EASEMENT ONTINUE. REFER OUTFALL @ 0% GRADE. IBIOTAGE CONTRACTOR Dw =0.5. L=8'. W=9'. L STORM SHALL INSTAL SEWER TO STRUCTURE 18 W _717LAND ILIMFM OF TO REMAIN UN DI RBED WETLAN, . ..... 3,@fWETLANDS MUST BE ICOMMENCING CONSTRUCTION ILA lip, W �, FLAGGED PRIOR TO YARI THAT IS LOCATED WITHIN 50' . ........... .... IDENTIFIED WET�� tNO E_TRA1 T F _G II......... . . svolo
T -BY - WHIEN WARMN ED _qHA1 - 4117 -A . ..... . ..... LL
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L IREVISIONS
J UNE 12,2001
ttJULY 3, 2001
IPER COUNTY COMMENTS
JULY 26, 2001
DRAINAGE IOCTOBER 12,2001
IIR F' PUBLIC USE IE:Ac, 'EMENT ItOCTOBER 17, 2001
tItL DESIGNED BY:
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. . . . . . ICHECKED BY:
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SCALE:
1" 30'
.......... tt. . ..... DATE:
tJUNE 8, 2001
RAPHIC SCALE
PROJECT NUMBER:
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Industry (29 CFR Part 1926). �
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1
4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction,
�
5. Upon completion of fine grading and preparation of the, roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies ofthe test results shall be submitted to the County, Ifa
subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
I
6. All slopes and disturbed areas are to be fertilized, seed, -d and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of4:1 or better are to be achieved.
7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. Aft drainage outfall easements are to be extended to a boundary line or a
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the opinion of the Director of Engineering, or the Directoi=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge ofpavement to the face ofguardrail, and
roadway shoulder widths shall be increased to seven (7) fcet.
k+00
9. Where -urban cross sections are installed, all residential. driveway entrances shall conform to VDOT CG -9(A, B or Q.
17+00
520
18+00
518
19+00
20+00
14+00
0
15+00 16+00 17+00
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548
- -
HORIZONTAL VERTICAL
GRAPHIC SCALE GRAPHIC SCALE
546 30
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Albemarle County Engineering
General Construction Notes for Private Roads
538
1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department offransportation "OT). This plan as drawn
JOINT PLUG
may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern.
536
-PLUG & MARK PER
2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance ofthe start of
construction.
STD.
534
3. All materials and construction methods shall conform 1.0 current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction
Industry (29 CFR Part 1926). �
532
1
4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction,
530
5. Upon completion of fine grading and preparation of the, roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies ofthe test results shall be submitted to the County, Ifa
subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval.
528
6. All slopes and disturbed areas are to be fertilized, seed, -d and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of4:1 or better are to be achieved.
7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. Aft drainage outfall easements are to be extended to a boundary line or a
526
natural watercourse.
8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in
524 1
the opinion of the Director of Engineering, or the Directoi=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge ofpavement to the face ofguardrail, and
roadway shoulder widths shall be increased to seven (7) fcet.
522
9. Where -urban cross sections are installed, all residential. driveway entrances shall conform to VDOT CG -9(A, B or Q.
1 0. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1.
520
1 1. Pav4 rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director --s designee, it is deemed necessary.
518
12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets.
13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed.
516
14, Upon completion of the roadway construction, street name sips shall be installed by the developer at all street intersections. Signs and their installation shalt conform to "Albemarle County Street Name Sign
Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted.
15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval ofthese plans shall be null and void.
16. Traffic control or other regulatory signs or barricades ,,hall be installed by the developer when, in the opinion of the Director of Engineering, or the Director --s designee, they are deemed necessary in order to provide
safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices,
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CHRISTOPTHER M. SHUST 117;;_
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No.0340�28
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REVISIONS
JUNE 12,2001
JULY 3, 2001
JULY 26, 2001
[*_T*J&1.J#_,"WV_J1PQ#Ni
DESIGNED BY:
CMS
DRAWN BY:
SEK
CHECKED BY:
cims
SCALE:
1" = 30' -
DATE:
JUNE 8, 2001
PROJECT NUMBER:
R99130.49
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2 OF 4
DEMOLITION & EROSION CONTROL PLAN
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PROPOSED STORM WETLANDS TO_TO__
RAMP,
STRUCTURE, SEE REMAIN UNDISTURBED
DWG. 3 OF 6 OF
SEE BIOTAGE PLANS
UATION
BIOTAGE PLANS
f FOR CONTIN.
OF GRADING'
W—ALM
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LEVEL SPREADER—
REFER TO DETAIL,
<
GRADING PLAN
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
I inch = 30 ft.
SITE PLAN
NOTES: 1) CONTRACTION JOINTS TO BE AT 6' O.C.
2) EXPANSION JOINTS TO BE AT ALL CHANGES
IN DIRECTION AND AT 30' O.C. MAXIMUM.
-AS SHOWN ON PLANS
1/2" EXPANSION JOINT
WHEN NEXT TO CURB 5" CONC. SIDEWALK
5" 1
TY
T
COMPACTED SUBGRADE
6" 21—B
TYPICAL SIDEWALK DETAIL
NO SCALE
AS SHOWN ON PLANS 6"
5" A3 CONCRETE
/<
6" 21 —8 STONE
COMPACTED SUBGRADE
TYPICAL SIDEWALK SECTION
NO SCALE
24'/28'
0,
Z_�1SIDEWALK
REFIER TO
TYKCAL
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ION DETAIL
^N1
PIPE DIA.
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8"
15"
5'-0"
2$-3"
20"
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21 " OR 24"
8'-0"
3'-2"
30jl
16"
27" OR 30"
10'-0"
3-10
37"
20"
33" OR 36"
12'-0"
4'-4"
44"
2410
2" SM -2A NVTH op k"
3" BM -2 4
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CHRISTOPHER M. SHUST
No. 034028
All,
6" 21—B STONE 81ONAL 10
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COMPACTED SUBGRADE
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TYPICAL ASPHALT SECTION rr
NO SCALE
ti
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THIS ITEM MAY BE PREQW >
OR CAST IN PLACE.
< 00
4r�� 2*R CONCRErE IS 70 BE CLASS A3 IF 0
CAST IN PLACE. 4000 PSI IF
PRECAST.
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THE B07TOM OF THE CURB AND
GUTTERMAY BE CONSTRUCTED 6) x
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PARALLEL TO THE SLOPE OF SUB-
-0
SURFACE COURSES PROVIDED A x
MINIMUM DEPTH OF 7" IS MNNTAINM Cf)
(TI C.0
—THIS AREA MAY BE CONCRETE AT
THE OP71ON OF THE CONTRACM LO
L9
THIS CURB IS TO BE USED WHEN 't �D
DEM SPEED IS 40 MPH OR LESS LO
ON RURAL M*MkYS AND 45 MPH OR
LESS IN DEVELOPED URBAN AND SUBUR-
BAN AREAS.
STANDARD CG -6
N6 SCALE 4iio
3/4" LAG BOLT
INTO 3/4- INSERT
#4012"C.C. or
12"x12"-D2OxD20
1 1/2- COVER
#406"C.C. or_// k
6"x6"—D20xD20 WELD
SECTION
ISOMETRIC
NOTES:
1 4000 PSI CONCRETE-, GRADE 60 STEEL.
2 PIPE OPENINGS TO BE 4" - 8" LARGER THAN PIPE O.D.
3 PIPE OPENINGS TO BE SKEWED IF PIPE SKEW IS GREATER THAN 15 DEG.
4 ALL REINFORCING STEEL PER ASTM A615 / A497.
UKIUINAL 1113199 HJG
EW -1 ENDWALL MODIFIED DATE I
LAST 12/15/99 1 ESC
W/ ENERGY DISSIPATOR REVISION
SCALE NONE
HANSON PIPE & PRODUCTS, INC. DRAWING NO:
Easfern Region SA1 0013
,1 0
WIT) 19, 11)
REVISIONS
JUNE 12) 2001
JULY 3, 2001
PER COUNTY COMMENTS
JULY 26, 2001
OCTOBER 12, 2001
OCTOBER 17, 2001
DESIGNED BY:
C m s
DRAWN BY:
SEK
CHECKED BY:
Cms
SCALE:
1 30,
DATE:
JUNE 8, 2001
PROJECT NUMBER:
30,49
R no
3 OF 4
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REVISIONS
JUNE 12) 2001
JULY 3, 2001
PER COUNTY COMMENTS
JULY 26, 2001
OCTOBER 12, 2001
OCTOBER 17, 2001
DESIGNED BY:
C m s
DRAWN BY:
SEK
CHECKED BY:
Cms
SCALE:
1 30,
DATE:
JUNE 8, 2001
PROJECT NUMBER:
30,49
R no
3 OF 4
STORM SEWER 24=25=16
55
545
54
535
53
525
52
51
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CHRISTOPHER M, SHUST
No. 034028
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HORIZONTAL
GRAPHIC SCALE
40 0 20 40 80
160
IN FEET
1 inch = 40 ft.
VERTICAL
Ile
GRAPHIC SCALE
0
CID
40
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( IN FEET
1 inch = 10 ft.
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PER COUNTY COMMENTS
JULY 26, 20011
OCTOBER 12;, 2001
OCTOBER 17„ 2001
DESIGNED BY:
Chis
DRAWN BY:
SEK
-----'--GRAFR
POSED .__
CMS
SCALE:
PEi.1-VD4T._-STA4
I" = 30'
J
DATE:
JUNE 8, 2001
PROJECT NUMBER:
991 OA
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molm-1
J
CHRISTOPHER M, SHUST
No. 034028
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HORIZONTAL
GRAPHIC SCALE
40 0 20 40 80
160
IN FEET
1 inch = 40 ft.
VERTICAL
Ile
GRAPHIC SCALE
0
10 0 5 10 20
40
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( IN FEET
1 inch = 10 ft.
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REVISIONS
JULIE 12, 2001
JULY 3, 2001
PER COUNTY COMMENTS
JULY 26, 20011
OCTOBER 12;, 2001
OCTOBER 17„ 2001
DESIGNED BY:
Chis
DRAWN BY:
SEK
CHECKED BY.
CMS
SCALE:
I" = 30'
J
DATE:
JUNE 8, 2001
PROJECT NUMBER:
991 OA
H4
4 OF 4