HomeMy WebLinkAbout75-06 Glaize Components - Industrial - Shawnee - BackfileI
I
ARCEL
I I CONNFC11ON FROM GOVERNORS -7p4J
N/F LAWRENCE P. COVERSTONE r I I I HILL MDP (PER PROFFERN5.1.2)
I TMP #64-A-82 / I I ► _ _ �-- /cb
ZONED: RA
i USE: AGRI. - _ - , -
/ I / _ 879.00' - - I"----' 1\ 70,6-1-
N60.23'59"E -_---= -CLF -�`
- ___t_,_
r_--_-� ---- CLF
EX. \
25' SETBACK FUEL _ ll
`\ ( EX.
( I FRAME
WOOD / \
( , CHIPPER
\ 8 I
I SHED
I \ / m / �o
A\
\ (
\ 4m
1 \ \\ v X
amo
LEGEND
PROPOSED CURB & GUM . . . . . . . ..
PROPOSED CURB & REVERSE GUTTER . . . . . . .
.
PROPOSED STMPAVED AREA (8' 216/2` SM 12 5A} DARD
PROPOSED HEAVY DUTY PAVED AREA(8- 210/3' BM-25.0/2- SM-12.5A)
PROPOSED GRASS AREA . . . . . .
PROPOSED EASEMENT AREA . . . . . . _ . ..
ZONING BOUNDARY • . . . . . . . . . . ..
ZB
UTILITY PEDESTALS
m m
EXISTING STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE . . . . .
PROPOSED WATER MAIN . .
---t W F---
EXISDNG WATER MAIN • • . • • • - - • • •
- -
PROPOSED FIRE WDRANP . . . . . . . . . ..
PROPOSED GATE VALVE & BOX . . • • . . . . .
..1 WI --
EXISTING SAN. SEWER AND MANHOLE . . . . . . .
..-----O--iS.S.~-
PROPOSED SAW. SEWER AND MAIVIKXE . . . . . . .
.. -
PROPOSm UNDERGROUND ELECTRIC SEIM . . . . •
E
PROPOSED UNDERGROUND TELEPHONE SERVICE . . . . .
T
PROPOSED GAS SERVICE . . . . . . . . . .
•. -G-
C: m / LOT 8-AL-
' D o CAMPFIELD, LLC �I /� 1 i �*►
TIVIP #64-A-80J i ( I UU
I Iz z ram, I 13.350 ACRES 1 I I I K C
x \ -o
� I 1 ZONED: M-1 I I Ln CN-o Fri USE: INDUST. Zo � x �
50' RESERVED FbR POTENTIAL i s sT+ ij
T i / FUTURE ROADW4 TO CONNECT I r" Z c�
\ \ I 1 _ - - - - - - - \ I WITH 50' R/W PROVIDED BY I O D'ri
I 1 I 15.1.71 OF CARPERS 1 1 ' Cn I Z
PROFFER VALLEY (RZ 11-05) I 1 -� 0 0
- -704- p to
ilk WTI
(T' >1 i can
1 ► / \ \ / ; r - PHASE 2
PARKING TO MEET COUNTY REQ.
I I
o ^ _ _ FOR OFF-STREET PARKING WITH
0 0 I i i \ I� x 1 WIN,\ \ CURB & GUTTER AND LANDSCAPING.
\ I ► ► / \ \ o EC As;,4
LP(SEE SHEET 2 FOR GRADING)
1 rn / \ E C)> c ' �\ o_ CONC. UME
0o K \ � \(SEED AIL I rno01
z' { / \ o o •'\_ I \ SHEET- ) ID o �17.5' o .. i ternc r ''EC. I e.tfJ x
` I
D N • 262.1'
t /
25.0' m I 1
I I I I I I \ I x ,, 11 I PE FOR-702
j' I I H DICAP SPAC I I 1 --- 700 -
' I I I I 1 I EX. 10" PVC m I
I EX. CONVEYOR / I ROOF DRAIN j o I I J -� PHASE 1
\ _ 1 - \ I j l , - l6gg EX. GRAVEL PARKING LOT TO
I �
�C I ► I j GAS I ;' o i n 1 l / _ "696" " BE PAVED.
EX. 1-STY. METAL �, j 1
I f I I i '° MTR = �� BLDG. II i i I I - ENTRANCE TO BE IMPROVED
m 117.4' TO MEET VDOT COMMERCIAL
Z ll I I I I I CI. e x m` x I x ' 112.0 I • I I RISER 3P1 E I III EX. 24" RCP ENTRANCE STANDARDS.
� I I I o.. EX. 1-STY. METAL x, m' ( { 34.7 1
z rn
BLDG. �r-o { 14. EX. FRAME ADD'N. x 'CIDI 1 i 1 -6g6--
I I I ' oJ �/ EX. FIRE LANE 1 ---} 11
I 1 I 0 7 0 1 cu'n 15.6' 1X. SIAM. I
Z / I ;s.l c /• .. a' (HATCHIED) }'
C) i I o Cx I� i oo cn CONN.
_/ z I I I a c m cDi� l 73.4'
I I I f I I I• EX. SIAM.=� = 14.h 132.6' 1.4' i
Cf)-I rn 1 / 1 I I A/C UNITS CONN. ° EX. n I I I 111 1 0
•' a °' UN -PERMITTED oNo GATE m 1 / I _+ 698.
----- ': :... t3'' .. BLDG. ADDITION - -,. I I i 1 ran
m / o co - Z5' SETBACK / -J-�
C D ( � `_----------- \ i ._•. . ` v. a' 82.5' 24. W \ /
morn / -- -
1 ----- o '
`---------- a. .. EX. GpNC EEC DiC
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D p D Z! I / / \ I I \ _ : •. i . a ` \ \ a •.
O I I \ I EII , �� 1
�7 D 00 D / \ I I d`"' .. 0 .•'a�ii sir
EX. FR. SHED t / R 5 I
6 \
/ -f- - - 25' SETBACK I j \ EX. METAL SHED EX. IMETAL SHED I I
O I - - - - I ONG EDG ' 5'R ��PROVIDE EC-1 '
-► / I / \ - I �_ - _� ----__------- GUY - - --�
D / S67"00'59"W \ - NCH0R5
C c 638.88' ____ �-- CIO SAKI
lir pow
25' SETBACK
I I
I
r ASPH.
AIm
S"GIS 268.E ?
------- ON & N
�y
TEX.
12" C I I 0 -v I // LOT 7 A /
_ _ \ LOT 16 \ / I ' ►� ( i I I CURTIS R. & SHEiLA HANSEN
G, I 1 CAMPFIELD, LLC \ 1 Io ( `�'- I I
o ( TMP #64-A-80M \ �_ 1 � i 1� I 1 ' TMP-64-A-801
� m ` -5:Q 8 ACRES \ i I i -+ I , ZONED: M-1
�- �I I `� ! II I / , USE: INDUSTRIAL
\ - rA ZONED tvl� \ / / i D
1 1 I ` USE: INDUST.\\
I\CA v
I IiJ I I' I I I l l
ARBOR COURT
i I P
rl
Ilm o�
SAWCUT EDGE
1 o m m �0 1 1 I PROVIDE TACKCOAT
I I I I m 1 1 vl
m
1 ' \ i
MILL 6 x 1 1 2 JOINT
I I
I \ I •A
1 1 i
T- T 1 f I 1 I
I I \ - m I
11 1 I
i
I I i
II i i I
I
1
I I I E�/ST/NG `
I I II \ I 1 A�?!
I - - J I 3�
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i
i
14' VARIES c-P=n
r
12'
n" `- 2.5A
VDOT 21B LEVELING LAYER
DC VDOT 21B
PARKING LOT IMPROVEMENTS
Not to Scale
n" ou. n r,
STANDARD PAVEMENT SECTION
Not to Scale
'co "Ii*) 1
CSCALE
50 25 0 50 100
IN FEET
1 inch = 50 ft.
ARBOR COURT
VA. SEC. RTE 1000
60' R/W
1 w I EX. EDGE OF /
PAVEMENT -� ...,.:::•L:.\;..'`: :.....',::::
61 \ I
\ I 1 \ I L
(7)\ VDOIT CG-6
\ f 1 1 /2 SM 12.5A
CROSS SLOPE- 1/4' 1 ' 3" BM 25.0
-I-- - - ( ` - - _ -T I \ I OR MATCH EXISTING
25' SETBACK g" 218 EXTEND 219
Li
I WELL COMPACTED Sl/BGRADE I fT BEY0N0 BACK
I / 637.os / - OF CURB
I WWF ' CLF S62-43'12"W - r -
` - - - -- ==--- -- r-- - L---�(-------'�-_----- CLF I D I AITOVIT C01/7/ /ID NIN
I I
1 I l ( I N/F \ / CID
i+ 0`)�i 0
/ 1 Mo on�I
LOT 17
�'^'--_--� i�
DENNIS A. HERNDON Z - 70
Prune codominant leaders
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tags and labels
PROJECT SUMMARY
1 1 I ` USE: INDUST.\\
I\CA v
I IiJ I I' I I I l l
ARBOR COURT
i I P
rl
Ilm o�
SAWCUT EDGE
1 o m m �0 1 1 I PROVIDE TACKCOAT
I I I I m 1 1 vl
m
1 ' \ i
MILL 6 x 1 1 2 JOINT
I I
I \ I •A
1 1 i
T- T 1 f I 1 I
I I \ - m I
11 1 I
i
I I i
II i i I
I
1
I I I E�/ST/NG `
I I II \ I 1 A�?!
I - - J I 3�
_ Jj `
i
i
14' VARIES c-P=n
r
12'
n" `- 2.5A
VDOT 21B LEVELING LAYER
DC VDOT 21B
PARKING LOT IMPROVEMENTS
Not to Scale
n" ou. n r,
STANDARD PAVEMENT SECTION
Not to Scale
'co "Ii*) 1
CSCALE
50 25 0 50 100
IN FEET
1 inch = 50 ft.
ARBOR COURT
VA. SEC. RTE 1000
60' R/W
1 w I EX. EDGE OF /
PAVEMENT -� ...,.:::•L:.\;..'`: :.....',::::
61 \ I
\ I 1 \ I L
(7)\ VDOIT CG-6
\ f 1 1 /2 SM 12.5A
CROSS SLOPE- 1/4' 1 ' 3" BM 25.0
-I-- - - ( ` - - _ -T I \ I OR MATCH EXISTING
25' SETBACK g" 218 EXTEND 219
Li
I WELL COMPACTED Sl/BGRADE I fT BEY0N0 BACK
I / 637.os / - OF CURB
I WWF ' CLF S62-43'12"W - r -
` - - - -- ==--- -- r-- - L---�(-------'�-_----- CLF I D I AITOVIT C01/7/ /ID NIN
I I
1 I l ( I N/F \ / CID
i+ 0`)�i 0
/ 1 Mo on�I
LOT 17
�'^'--_--� i�
DENNIS A. HERNDON Z - 70
Prune codominant leaders
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tags and labels
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
64-A-80J
EXISTING PARCEL AREA
13.35 ACRES
ZONING
M-1
ADDRESS
296 ARBOR COURT
CURRENT USE
GLARE COMPONENTS
DISTURBED AREA
0.22 ACRES
DISTURBED AREA LESS THAN 10,000 SO.
FT. THEREFORE NO EROSION
AND SEDIMENT CONTROL PLAN REQUIRED.
SETBACKS RE UIRED
PROVIDED
FRONT (ARBOR CT.) 75'
N/A
REAR 25'
N/A
PARKING 5'
20'+
BUILDING HEIGHT 60'
N/A
PARKING CALCULATIONS
PHASE 1 PARKING
EXISTING PAVED SPACES
40
GRAVEL SPACES TO BE PINED
34
TOTAL SPACES PROVIDED
74
PHASE 2 PARKING
PROPOSED SPACES
31
TOTAL SPACES PROVIDED
105
HANDICAP SPACES REQUIRED
5
HANDICAP SPACES PROVIDED
5
PARKING LANDSCAPING
PHASE 1 NEW PAVEMENT AREA
10,791 SQ. Fr.
PAVEMENT TREES REQUIRED
5.4 0 1/2000 SQ, FT.
PAVEMENT TREES PROVIDED
6
PHASE 2 NEW PAVEMENT ,AREA 8,294 SO. Fr.
PAVEMENT TREES REQUIRED 4.1 0 1/2000 SQ. Fr.
PAVEMENT TREES PROVIDED 5
INTERIOR TREES REQUIRED 3.1 (®1/10 SP.)
INTERIOR TREES PROVIDED 4
TOTAL TREES REQUIRED 15
TOTAL TREES PROVIDED 15
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE fRIEDERICK COUNTY ZONING ORDINANCE.
SEEDING REQUIREMENTS
AFL DISTURBED AREAS NOT PANED WALL RECIEVE AT A MINIMUM
6 OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT.
1 LB. ANNUAL RYE PER 1,000 SQ. FiT.
70-120 LBS. MULCH PER 1,000 SQ. FT.
FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE
TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A
MINIMUM LIME SHALL BE APPLIED AT '70-120 LOS. PER 1,000 SO. FT.
MAINTENANCE OF LANDSCAPE NOTE:
ALL LANDSCAPED AREA SHAM BE MAIiNTAINED IN GOOD CONDITION BY OWNER,
ALL PLANTINGS SHALL CONFORM W/ 1165-36B OF FREDERICK CO. ZONING ORDINANCE.
ANY PLANT SUBSTi BONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY
PLANNING DEPARTMENT.
L
Plan Approval Valid
by Frederick County Zoning Administrator
/ F ;7
- � �01
5 Years From Date Shown Hence Date
PLANTING SCE EDULE,
BOTANICAL COMMON NAME SIZE SPACING QUANTO
Ql1ERCUS PALUSTRiS PIN OAK 2' CAL 0 '6' HIGH AS SHOWN 7
GLEIr A TRIACANTHOSINOW THORNLESS HONEY LOCUST 2' CAL 0 6' H G i ASSH WVN 8
G ILEX CRENATA 'HETZII` HETZ HOLLY 3 GAL CON IAINERS - 3' HIGH 3' ON CENTER 76
Cut away all boiling ropes
Remove top of wire basket - -
DO NOT prune tetrminal
�- leader or branch tips
Prune narrow croitch angles
and water spouts
Prune broken bralnches
Prune suckers
2"-3" mulch keptt away from trunk
Soil well to contaiin water
Cut away all boiling ropes
Remove top of wire basket - -
DO NOT prune tetrminal
�- leader or branch tips
Prune narrow croitch angles
and water spouts
Prune broken bralnches
Prune suckers
2"-3" mulch keptt away from trunk
Soil well to contaiin water
::
UNAMENDED bacckfill soil
a' r`� :1 �' .'."<• `�
✓-:;
Q,... '
Partially backfilll, water to
Widen and score hole wall
' :
.
settle soil, finish backfilling
Area for water drainage
Remove container and cut circling
Leave solid foil pedestal - do
roots if container -grown, or as much
not dig deeper than ball depth
burlap as possible if field grown
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
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PAVE NT ELEV. I
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`0 7p4 5 f VSr SF Sr SF--S ��S ' PAVEMENT ELEV.
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a LOD ( —
, LOD I I i
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aI t EX. 36 I SE ` EX. 2
I x EX. PARKING PIPE
(GRAVEL) I o EX. STORM I
TO BE PAVED 0
< POND I
X IP
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iO
EX. GATE
I
10• \ 75' SETBACK I
-- \
20.00' 24.00'
W \ / I
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PROVIDE EC-1 I
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-
ITS
• AMP / I 0
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20 10 0 20 40
1N FEET j
1 inch = 20 fi.
INSERTABLE SHEET A179
CG-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE,
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB 14 GUTTER HAVING A RADIUS
OF 30D FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAID FOR AS RADIAL COMBMIATION CURB &
GUTTER.
4• FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND CUTTER BE CONSTRUCTED PARALLEL
TO THE SLOPE SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT,
5, ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
4"
2„ R
OF THE VDOT ROAD DESIGN MANUAL. ,
D
•
• 6i.
4
P
t.,; 1•
A P
P
•
P P A ♦
/
7"
A
' b
D D A Q
A
a
b P A
THE BOTTOM OF THE CUR8 AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
6"
2'-0"
SUBBASC COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
SPECIFICATION
REF 05NCE COMBINATION 6" CURB & GUTTER
102 REV. 9/06
VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
SECTION B-B
DETAIL 2
3S
IAICZPPT'API 1= CHFFT AAQ
S I
8 _tom~ r GEOTEXTILEFABRIC 91
FSECTION A -A SECTION A -A
NOTES:
1. FOR MLLTIPLE LINE INSTALLATIONS. DWENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH (W).
2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL
OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE
WITH DETAIL 2 SHOWN ABOVE.
3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4 MATERIALS N
ACCORDANCE WITH THE SPECIFICATIONS.
4. S • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT.
H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH
CULVERT.
5. PLAN AND SECTION DETAILS DEPICT CLASS 2 3, AND 4 MATERIALS. FOR CLASS 1
INSTALLATION DETAILS SEE EC-3 TYPE B STANDARD DRAWING.
x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE. BOTTOM WIDTH AND DEPTH
OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND.
TYPE Of OUTLET PROTECTION MATERIAL
MAXIMUM OUTLET
VELOCITY
(FOR DESIGN STORM)
MINIMUM "T"
CLASS I
EC-3 TYPE B
6 fps
NA
CLASS 2
CLASS Al DRY RIPRAP
8 fps
20
CLASS 3
CLASS 2 DRY RIPRAP
14 fps
26"
CLASS 4
1 CLASS E DRY RIPRAP
19 fps
38"
OUTLET PROTECTION MINUMUM LENGTH (L)
TYPE A INSTALLATION
3H
TYPE B INSTALLATION
5H
SPECFOTKN
ROFERDIM CULVERT OUTLET PROTECTION
245 REV. 9/06
VIRGINIA DEPARTMENT OF TRANSPORTATION
414 - _ 114.01
TOP=E
�0'
IW. OUT=A lF
NCT�`C
6 6" "
D
6"
�6" 21-A
IW. OUT=B
CONCRETE FLUME DETAIL
NOT TO SCALE
I l
xx STREET APPROACH SAME
A -1 ID AS MAINLINEVtADIUS
TO
SHOWN ON PLANS)' C
ROADWAY
C
¢tAp115 TO ", AS
f
tRADIAL No
fxiTTc s>+OMIN ON PLANs1
rn
SIDEWALK I I
IIs
CLASS u
f lDf
•�'. •a. •►•• '� ___ ��
•
f3� In
OPTIONAL
FLOW LINE
CONCRETE
'
•�. •x•
•
EXPANSION JOINTEXPANSION
JOINT
�S
SECTION C-C
_
NOTEI WIDTH "W 2'•f1' OR AS
w'
MAKK ROADWAY
SMIOWN ON TYPICAL SECTION. A,,,J
PLAN VIEW
M CONSTAWT CRAPE t'}IANCE�SAtWW�ITT" A PA*ABM C CURVE.
WIEW!+ T1 � T T1NE ENTRM= UIRt% REQUIREMENT OF � AT
10•PARABOLIC CURVE
IM" 'TRAFFIC. 114E DEPTH FOR WCW^X S
IN OF THE RADx SHOULD BE
RAMPDCRES
EDGE OF SHOULDER OR 8 MAX.
CFINiCEDGE
OITM
TO 7".omLIMITS
OPTIONAL FLOW LINE
WI S"T•D CG•11IS USED FOR ENTRANCES T
MANLIIE ROADWAY
" "" '— --- "-- --
VOGT PROJECTS• PLEASE
x�
S �oPE c��iA,16E — -- �-- ;_,• D
�wjp��O1YIMM
10
y. �
4O' hall FOR SIT t? -... d
X TO TTHE PAVER1W L� ��T� _ QpM T
NECTIMMU
OE FOR
$TAMLLrATION REQUIRED FOR 11A1N1.1IN
PA 111T iMt•1CH CAN iE OMfTT'ED N
THE EI47TIiAtEEa
SECTION A - A
RADIK CURIIII oa COM11MU N CURB
GUIDELINES FOR GRADE CHANGE D
AND WTTER SHALL NOT BE CONSTRUCTED
YOND THE R/W LIME EXCEPT FOR
KREPLACEMENT
PURPOSES.
W EM USED N �QNJIRiCT10N TRTH $TAYIDAAD
ENTRANCE VOLUME DESltAQIE MAXRItRI
CO-3 OR Ct HE OM F/ ON THIS
STANDAND f5 1/0 BED 1NJSTITED TO WITCH! THE
MOUNTABLE f:VR� IRIRI C".
Hlfpf fAIORE TWMt 1SQD VPO>! O X 32
AMP DES"
MEDIUM t5O0.11')00 VPO) 932 5 %
TO R V= W37MARD H THIS�STAf ��
LAW 4XSS THM 500 VPDI >< 4 Y a s
)K BANS ANE TO INDICATE VWN CMIR11CTTON OF
A FLOW LINE IS REQUWW 70 PROVIDE POSITIVE
DDRRAN AAG,yE,: ACRpO�S,S�TW ENTRQANHM
' OF
POR710N f CUTTER To PAREc1U0EWX WATER,
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
�oz AND COMMERCIAL ENTRANCES
VAC*M DEPAR'TM,EIIT Or TRANSPORTATION
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
r �
_
FLOW
III
4-
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
- OW
r- FLOW
III
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
III I '3
WIRE I
DURCE: Adented from Installation of Straw and Fabric Filter Barriers for Sediment Control
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
AW
STONE CONSTRUCTION
ENTRANCE
70' MIN.
EXISTING
A
PAVEMENT
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ELEVATIONSIDE
EXISTING GROUND
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,
_
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DEVICETRAPPING
MUST XTEND FULL WIDTH
OF ESS AND EGRESS
OPERATION
CLOTH SECTION A -A
Is
REINFORCEDFILTER
DRAIN
SECTION . .
SOURCE: ADAPTED from 1983 * Standards for Sol erosion and $dn*nt Control and Va. MK Plate 3.02-1
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SHEDEX.
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LEGEND
PROPOSED CURB & GUTTER . . . . . . . ..
PROPOSED CURB & REVERSE GUTTER . . . . . . .
.
PROPOSED STANDARD PAVED AREA (82113/2' SM 12.5A)
PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3- BM-25.0/2- SM-12.5A)
PROPOSED (MASS AREA . . . . . . . . ..
PROPOSED EASEMENT AREA . . . . . . . . ..
ZONING BOUNDARY • . . . . . . . . . . ..
ZB
UTILITY PEDESTALS
m m
EXISTING STORM DRAINAGE & STRUCTURE . . . . . ..
:-:
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAIN . . . . . . . . . ..
o Wo
DO MrG WATER MAiN . . . . . . . . . . .
. - - - �2 r---- -_
PROPOSED RRE HYDRANT' . . . . . . . . . ..
PROPOSED GATE VALVE & BOX . . . . . . . . .
. W t --
DxISBNG SAN. SEWER AND MANHOLE . . . . . . . ..-
PROPOSED SAN. SEWER AND MANHOLE
PROPOSTD UNDERGROUND ELECTRIC SERVICE . . . . .
E
PROPOSED UNDERGROUND TOB41 EtE SERVICE . . . . •
T
PROPOSED GAS SERVICE . . . . . . . . . . •
G
z-2 m / LOT 8-A
`�`\ o CAMPFiELD, LLC r-I // I
- Za- - - I TMP #64-A-80J i ( , I N IOU
0 v Z 1 13.35i0 ACRES I I I I C
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i I r 0 1 USE: INDUST. x I rno
_ m -- I l t o M0)j5
- I 1 50' RESERVED FbR POTENTIAL i I t7
I 1 FUTURE ROADWAk TO CONNECT ' `' Z P m
- - - - - - WITH 50' R/W PROVIDED BY I D
1 (
15.1.E OF CARPERS I l l Z
IJAIJ_EYZ 11-05) C11 1 i 1 00 d
PROFFER
1 / I n
l.- - - rn
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PHASE 2
m �\ i I i _ — J — — — — _ I i PARKING TO MEET COUNTY REQ.
0 rn , ! i I _ i �' — FOR OFF—STREET PARKING WITH
I i f x I _ I \ CURB & GUTTER AND LANDSCAPING.
Z EC LP 11 �' ` (SEE SHEET 2 FOR GRADING)
4 CONC. UME 1 \
C: ` - / \ o (SEE DE AIL
D I i / \ / o o ...• �—,,tl: -= `' : { SHEET ) I I71—
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i I I x \ I \ _ —702
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I I s H DICAP SPAC I
Eyt. 10" PVC ;. o �- ----••700- -
i i I EX. CONVEYOR / ROOF DRAIN r ma _n \ \ , PHASE 1
rT -6 1 �- - _698
�, \ ` EX. GRAVEL PARKING LOT TO
1 I I j GAS I r. A EX. 1-STY. METAL o 1 I / -696- - BE PAVED.
M TR 1 BLDG. I I I' I— ENTRANCE TO BE IMPROVED
17.4' 1 - I 11 1
12 0 , i L TO MEET VDOT COMMERCIAL
x I x j T l I I Ex. 36 i Ex. 24" RCP ENTRANCE STANDARDS.
EX. 1-STY. METAL X m I i 34.7
j I RISER PI EMMMOT
1 I I i BLDG. m o (
o o I r o 14. ' EX. FRAME ADD'N. $ x 1 I I ,
O o W EX. FiRE LANE __._. I �` e
O y.I C cn 15.6' X. SLAM. �, S� 1 1 `�'I!';�•
I I o p D 1-' _ (HATCHED) CONN. / I I I I I I
z I D r' oo U� / a I '
:E I ! I EX. SLAM.-+ y 1 14!i' in :. 73.4' 1 I � 7
/ _ 132.6' 1.4' c� I 1 11 P
to i I I I ( 1 A/C UNITS CONN. EX. 1 /I I �I i o$
-+ m P 1 l / i l ° ..' e ;:. o '• UN -PERMITTED co GATE \ i Eg GRAPH/CSCWF
C I ' I I ` i I a\\ \ ---- --- ------ �� a - 13"j: BLDG. ADDITION — Z5' SETBACK ' I `�
------ ,`. 82.5' 24W — --- rn 50 25 0 50 100
------�
,,._____--- ��., j ( I\ ..Q.. ...EX: �gNC.". �••.••' -.: �` • •:,.a•' .'�;' �;-a.:. . .:•.:• � 9.00'-(/N FEET
D p D ZI //� // �\ ~ i \ .. a d" / E�:. �COD1C: ..a.�.. " �� \ \ / 1 I j °°\ 1 inch = 50 ft.
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_ 25' SETBACK i i \ EX. METAL SHED EX.\WETAL SHED A� m%� " ' _ ` ,�.� l PROVIDE EC-1
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— CHT&E — \
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1 _ LOT 16 \ I II I
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CURTIS R. & SHEILA HANSEN
CAMPFIELD, LLC � ' I TMP-64-A-801TMP 4-A-80M ZONED:
N-5:Qf8 ACRES
ZONED? iv -a USENDUSTRIALW �
0 USE: INDUST. Jo
I i
�-
/ 1
J
i 01 {
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1 1 I I I1 1
0\ I
( I ARBOR COURT
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ARBOR COURT
VA. SEC. RTE 1000
60' R/W
1 w { EX. EDGE OF N✓
\ I 1 1 N PAVEMENT
--��
1 I I En \
� I I \ { VDOT CG-6
\ i I U t__ {{ \ 1 1/2 SM 12.5A
I _ "• '
_ _ _ _ CROSS SLOPE- 1/4.1 3„ BM 25.0
25' SETBACK = __ _ — 1 _ _ - _ - - - I I I \ I OR Y401 EXISTING 8" 21B EXTEND 219
{ WELL COMPACTED SUB6RADE 1 f • BEYOND BACK
I / CLF - S62'43'12"W 637.08 / - - -"- -CLF -r- < > L { OFFICURB
\ ► WWF _x_- _ - -I- ARi/Vl / VIW/ / / ///�./i..NI/�Lri
o
N/F o µ { rn rn
LOT 17 // 0 0 n
DENNIS A. HERNDON \ �� j -
^" '"' 2.5A
VDOT 21 B LEVELING LAYER
EX. VDOT 21B
PARKING LOT IMPROVEMENTS
Not to Scale
1B
'OMPACTED SUBGRADE
STANDARD PAVEMENT SECTION
Not to Scale
Prune codominant leaders
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all togs and labels
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
64-A-80J
EXISTING PARCEL AREA
13.35 ACRES
ZONING
M-1
ADDRESS
296 ARBOR COURT
CURRENT USE
GLARE COMPONENTS
DISTURBED AREA
0.22 ACRES
DISTURBED AREA LESS THAN 10,000 SO.
FT. THEREFORE NO EROSION
AND SEDIMENT CONTROIL PLAN REQUIRED.
SETBACKS REQUIRED
PROVIDED
FRONT (ARBOR CT.) 75'
N/A
REAR 25'
N/A
PARKING 5'
20'+
BUILDING HEIGHT 60'
N/A
PARKING CALCULATIONS
PHASE 1 PARKING
EXISTING PAVED SPACES;
40
GRAVEL SPACES TO BE PAVED
34
TOTAL SPACES PROVIDED
74
PHASE 2 PARKING
PROPOSED SPACES
31
TOTAL SPACES PROVIDED
105
HANDICAP SPACES REQUIRED
5
HANDICAP SPACES PROVIDED
5
PARKING LANDSCAPING
PHASE 1 NEW PAVEMENT AREA
10,791 SQ, FT.
PAVEMENT TREES REQUIRED
5.4 0 1 /20M SQ. FT.
PAVEMENT TREES PROVIDED
6
PHASE 2 NEW PAVEMENT AREA 8,294 SO. FT.
PAVEMENT TREES REQUIRED 4.1 0 1 /2000 SQ. FT,
PAVEMENT TREES PROVIDED 5
INTERIOR TREES REQUIRED 3.1 (01/10 SP.)
INTERIOR TREES PROVIDED 4
TOTAL TREES REQUIRED 15
TOTAL TREES PROVIDED 15
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE 'FREDERICK COUNTY ZONING ORDINANCE.
SEEDING REQUIREMENTS
AFL. DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM
6 OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ, FT.
1 LB. ANNUAL RYE PER 1,000 SQ. Fr.
70-120 LBS. MULCH PER 1,000 SO. FT.
FER11UZATiON REQUIREMENTS TO BE DETERMINED BY ONSITE
TESTING PERFORMED AT TIME OF CbNSTRUCTION. AT A
MINIMUM LIME SHALL BE APPLIED A1T 70-120 LBS. PER 1,000 SO. FT.
MAINTENANCE OF LANDSCAPE NOTE:
ALL LANDSCAPED AREA SHALL BE WAINTAINED IN GOOD CONDITION BY OWNER.
ALL PLANTINGS SHALL CONFORM W// 165-36B OF FREDERICK CO. ZONING ORDINANCE.
ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY
PLANNING DEPARTMENT.
Approved by Frederick County Zoning Administrator
Site Plan Approval Valid for 5 Years From Datte Shown Hence Date
PLANTING SCHEDULE
BOTANiCAL
COMMON NAME
SIZE
SPACING
QUANTITY
QUERCUS PALUSTRIS
PIN OAK
2' CAL 0 6' HIGH
AS SHOWN
7
GLEDi15DW TRLACANTIaNE1w
THoVIESS HONEY LOCUST
2' CAL. 0 V HIGH
AS SHOWN
8
ILEK CRENATA 'HMI'
HEIZ HOLLY
3 GAL (CONTAINERS - 3' HIGH
3' ON CENTER
76
DO NOT prunes terminal
leader or branch tips
Prune narrow icrotch angles
and water spoouts
Prune broken branches
VPrune suckers
Cut away all balling ropes 2"-3" mulch kcept away from trunk
it t t ' t
Remove top of wire basket
Widen and score hole wall
a�
Remove container and cut circling
Leave solid soil pedestal - do
roots if container -grown, or as much
not dig deeper than ball depth
burlap as possible if field grown
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
no scale
Sod we o crnn am wa er
o; ' UNAMENDED backfill soil
Partially backfill, water to
Q , settle soil, finish backfilling
• Area for waiter drainage
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(GRAVEL)
TO BE PAVED
4; 1
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24.00'
cc
51
E
5'R
7.5R
20.00'
9.00'
0 , I
---
7
I
MEET & MATCH
PAVEMENT ELEV.
� I i
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EX. 36 iSE i i EX. 2
I I PIPE
0 EX. STORM I
CD POND I I
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75' SETBACK
\ v / I
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EC. PERM. ESM'T FOR I
CUL/J-DE-SAC DB 745 PG 480 I
/ I
I
Cl / PROVIDE EC-1
/4'06'27"W 268
OHT&E
48' TAPER
EP
CA,4PH/CSCALE
20 10 O 20 40
( /A/ FEET
1 inch = 20 ft.
iNSERTARLE SHEET A179
NOTES:
I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PS) P PRECAST.
3. COMBINATION CURB N CUTTER HAVING A RADARS
OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAiD FOR AS RADIAL COMBINATION CURB d
CUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
WAGEORAIJAGE LAYER, THE BOTTOM OF THE CURB
$�{�j BE CONSTRUCTED PARALLEL
TO THE SLOPE 01= SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5, ALLOWABLE CRITERIA FOR THE USE OF
CC-6 IS RASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
2" R
OF iHlE VDOT ROAD DESIGN MANUAL. ,
p _T
i
b
e
e
t.,_1•
e O
e
♦
e e s
7"
L�
e
♦
A Q
e e ♦ ♦
♦
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
6"
2' O"
SUBBASE COURSES PROVIDED A
MINMUM DEPTH OF 7"
IS MAINTAINED.
THiS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
105 COMBINATION 6" CURB & GUTTER
105
502 ViRGINIA DEPARTMENT OF TRANSPORTATION
FA
SECTION B-B
DETAIL 2
iNSERTARLE SHEET A69
li L
g" FA9R CXTR.E g•� +�
GEOTEXTILE FABRIC T T
SECTION A -A SECTION A -A
J,
NOTES:
1. FOR MULTIPLE LINE INSTALLATIONS. DIMENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH (W).
2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL
OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION iS TO BE IN ACCORDANCE
WITH DETAIL 2 SHOWN ABOVE.
J. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4 MATERIALS IN
ACCORDANCE WITH THE SPECIFICATIONS.
4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT.
H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH
CULVERT.
5. PLAN AND SECTION DETALS DEPICT CLASS 2 3, iVdO 4 MATERIALS. FOR CLASS 1
INSTALLATION DETAILS SEE EC-3 TYPE 9 S7 DARD DRAWING.
TYPE OF OUTLET PROTECTION MATERIAL
MAXIMUM OUTLET
VELOCITY
(FOR DESIGN STORM)
MINIMUM "T"
CLASS 1
EC-3 TYPE B
6 fps
NA
CLASS 2
CLASS AI DRY RPRAP
8 fps
20"
CLASS 3
CLASS I DRY MPRAP
14 fps
26"
CLASS 4
CLASS E DRY RIPRAP
1A fps
err
V. 9/06
20L03
S
x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOT70M WIDTH AND DEPTH
OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND.
OUTLET PROTECTION MINUMUM LENGTH (L)
TYPE A INSTALLATION 3H
TYPE B INSTALLATION 5H
SPECIrICATM
204 RFiERF71�E
CULVERT OUTLET PROTECTION
245 REV.9/06
VIRCFNIA DEPARTMENT OF TRANSPORTATION
4114 114.01
TOP=E
INV. OUT=A (F
N�Ty`c
Q
y�\0�
6" 6"
D
6°
+6. 21-A
INV. OUT=B
CONCRETE FLUME DETAIL
NOT TO SCALE
' ACINET G
gtADIUS TO BE AS I l A w ROADWAY
SHOWN ON PLANS) C C
._...... 1
{RADIUS TO K AS
% CUM AND BUTTE RADIAL �� ON Paws)
W _ _ -►� 1- CLASS Aab „• •►, .>. ��
SIDEWALK ' j ,s {IiE SJ •�•,�•`',�• •s•
a« { h nO�LNE CONCREWE ,
EXPAN810N JOINT
SECTION C-C
or
NOTEt WIDTH '7>f"• r-O' OR AS MAINLINE ROADWAY
SWUM ON TYPICAL SECTION. A- J
PLAN VIEW
�M CONSTRUCT CRAPE CHAHMSS WW�ITTH A PARA0061C CURVE.
WHETHE 7 THEENTRANCE
REfltNiiE'tRENpTS OpI�F i ATED AVY
10'PARAB01•)C CURVE 4RVCK TRAiFIC, THE DEPTH TOR SIDEWALK i
3 IUNc. W TSEDo 17� LIMITS OF THE RAp$NOUTA BE
EDGE OF OPTIONAL FLOW DIEK oil CHANCE 61 -�
MAN LI$ ROADWAY — — — — — — — D Y�ION 1�µ WQT�P ENTRANCES BiALT
NOTE THE FOLLOWING? PLEA
CffAN(iE -� _. a
S. YiN. 4O'►I N. FOR STREET d * TONTO THHEE R/WINE
SBVTR/iNCE T ATION RbQUIRED FOR MNNLiNE
DE FOR IPA T WHICH CNN BE OIATTED IN
THE ENTRANCEJ
SECTION A - A MADIA 0" OR COMBINATION CURS
AND GUTTER SHALL NOT BE CONSTRUCTED
GUIDELINES FOR GRADE CHANGE D YOND THE R/W LiME EXCEPT FOR
PLACEMEIIT PURPOSES.
WfHEM USED N � TNTH STATNDARD
ENTRANCE VOLUME V051RABLE MAXIMUM TAI D TT�OT4 MATCH THE
HIM WM THAN 1VPD) 0 i 3 Z WgJw1TAN E CURB COM ATIOiI.
500
MERLIN N12 FOR CURB
SOO.1300 VPD) s{ 3 X 4 x OEBE USED WIiSTANDARD�N•TH15 STANDARD RAMP DESIgN
LOW {LESS THAN SOD VPD) s NJ I as I°IJWS ARE TO INDICATE WEN CONSTRUCTION OF
FLOW A LINE IS REQUIRED TO PROVIDE POSITIVE
C1RA/IAGE AFC,RROOSSSS THE ENTRAANIM f1�
(PORTION OF GUTTER 7o P�REC �!L DEWP=NANC OF WATER.
� METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
>�oz AND COMMERCIAL ENTRANCES
VOIOIH/A DEPARTMENT OF TRANSPORTATIDN
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
6
Jill
FLOG' III
4'
3, ATTACH THE FILTER FABRIC TO THE -"IRE
FENCE AND EXTEND iT INTO THE TRENCH.
4. BACKFlLL AND COMPACT THE
EXCAVATED SOIL.
FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
_qII I I� : WIRE I
MITR(•.R, Adantpd frnm TWItAllatinn of Strain and Fahrie Mlf--r Rarriera for Sediment Cnntrol
k 1p8nt
STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
PAVEMENT
A 3,
5:1
FILTER fXDTH B' MIN. A MOUNTABLE BERM
(CPTIDNAL)
SIDE ELEVATION
EXISTING GROUND
70' MIN.
B WASHRACK 10' MIN.
f— (OPTIONAL)
Ip�: is
W•-7t•4"•
1: •: •. � .,
r,�,r,�•
•:1
r �
li ��,j,l IIIIIIIII
,
r.
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r
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SECTION A —A
RE!---. �urvt,rtc i c UKglry JYgl;t
SECTION B—B
SOURCE: ADAPTED from 19U ia*W Standards for $01 m4m and WmW Control and Va. DSWC Plate 3.02-1
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