HomeMy WebLinkAbout26-07 VA Apple Storage Expan. Industrial - Shawnee - Backfile (2)1.5" SM 12.5A
- 2" IM-9
6" VDOT 21B
WELL COMPACTED SUBGRADE
I
STANDARD PAVEMENT SECTION
Not to Scale
1.5" SM 12.5A
3" BM25
- 8" VDOT 21B
WELL COMPACTED SUBGRADE
HEAVY PAVEMENT SECTION
Not to Scale
4' CONCRUE
2' STONE BASE
"1'1 M SMUNK SEMON
I ( II
II �
v sae.
L
1 � A,
Culvert Summary
n(cpp) =
0.012
Culvert
Inv. In
Inv. Out
L(ft)
D(in.)
S(%)
Type
Q(des)cfs
q(10)cfs
v(10)fps
From
Cap.Chk
1
674.20
670.00
208.0
36
2.02
CPP
102.89
98.51
14.56
Str.1
o.k.
2
675.00
674.40
30.0
36
2.00
CPP
102.40
97.14
14.49
Str. --
o.k.
3
678.32
677.50
16.0
24
5.13
CPP
55.59
31.77
17.70
Str.3
o.k.
4
679.50
678.52
71.2
24
1.38
CPP
28.81
16.62
9.17
Str. -
o.k.
5
680.00
678.82
76.0
18
1.55
CPP
14.21
13.99
8.04
Str.5
o.k.
6
681.50
680.20
105.0
18
1.24
CPP
12.69
11.58
7.18
Stir. 6
o.k.
7
686.11
684.00
55.0
12
3.84
CPP
7.57
266
9.65
Stir. 7
o.k.
8
674.00
672.00
30.0
15
6.67
CPP
18.10
15.13
8.50
Stir. 8
o.k.
9
677.00
674.20
197.0
15
1.42
CPP
8.36
5.95
5.20
Str.9
o.k.
10
680.50
677.25
108.0
12
3.01
CPP
6.71
0.75
0.75
Str. 10
o.k.
11
678.50
674.20
25.0
12
17.20
CPP
16.03
0.68
0.68
Str. 11
o.k.
Storm Inlet
Summary, and
Sump Inlet Depth and Spread Calculation.
Str. No.
From
0(10)cfs
Inv. In
Inv. Out
Inv. In.
Top Elv.
Type
LlHwld
Sx(ftlft)
d(ft)
hw elv
Spread(ft)
1
A
1.36
674.40
674.20
-
680.50
24' Yard Dr
--
0.0158
0.13
680.63
8.2
2ES
B
65.37
-
675.00
-
ES-1
1.80
0.0208
5.4
680.40
259.2
3
C
1.16
678.82
678.32
678.52
683.62
DI-3C
6'
0.0500
0.15
683.77
3.0
4ES
D
16.62
-
679.50
-
ES-1
1.20
0.0208
0.15
681.90
7.2
5
E
16.03
680.20
680.00
--
683.75
24' Yard Dr
-
0.0083
0.18
21.60
21.6
6
E(1)
13.63
-
681.50
684.00
24' Yard Dr
0.0400
0.25
6.25
6.7
7
F
2.66
--
686.11
689.11
24" Yard Dr
0.0223
0.25
11.21
11.2
8
G
8.50
674.20
674.00
674.20
679.00
DI-7
-
0.0067
0.38
56.72
56.7
9
H
5.20
677.25
677.00
--
680.00
DI-7
0.0187
0.28
14.97
15.0
10
1
0.75
-
680.50
683.00
12" Yard Dr
0.0750
0.19
2.53
2.5
11ES
1
0.68
-
678.50
-
-
ES
0.0750
0.19
2.53
2.5
INV. (689
<ET1 IN
\ I I I ENTIR N Gr \�
NU `E' :
PROJECT SUMMARY
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
TAX IDENTIFICATION NUMBER
PART OF 64-((A))-159D
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
EXISTING PARCEL AREA
10.21 ACRES
2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
DEVELOPED PARCEL AREA
5.7 ACRES
3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
ZONING
M-1
4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM
ADDRESS
320 INDEPENDENCE DRIVE
EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE.
CURRENT USE
WAREHOUSE
5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
PROPOSED USE
WAREHOUSE
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
DISTURBED AREA
6.99 ACRES
6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
SETBACKS
REQUIRED
PROVIDED
7. HANDICAP SIGNAGE SHALL COMPLY WITH USBC 1106.8
FRONT (Independence Drive)75'
78'+
8. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
SIDE
25'
130'+
FEATURES EXIST.
REAR
25'
41'+
9. ALL UTILITIES TO BE PLACED UNDERGROUND
PARKING
5'
5'+
10. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
BUILDING HEIGHT
60' (MAX.) 36'(+/-)
MARSHALL REQUIREMENTS.
11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
GROUND FLOOR AREA
100,000 SQ.FT.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
NUMBER OF STORIES
1 (36' f)
THE FIRE MARSHALL.
FAR ALLOWED
1
12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING
FAR PROVIDED
0.45
CODE AND SECTIONS 311, (STORAGE) OF THE INTERNATIONAL BUILDING
MINIMUM LANDSCAPED AREA
1.85 AC. (25%)
CODE/2003. OTHER CODE THAT APPLIES IS ICC A117.1-3-03 ACCESSIBLE AND
LANDSCAPED AREA PROVIDED
2.59 Al (35%)
USABLE BUILDINGS AND FACILITIES.
/ PARKING REQUIRED PROVIDED 13. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL
z STANDARD SPACES -WAREHOUSE WEMPL. 40 EMPL.) 40 53 APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL, ETC.)
STANDARD SPACES -OFFICE (1/200 S.F., 840 S.F.)
5
5
APPLICATION SHALL BE SEALED BY
A VIRGNAALICENSED DESIGN PERSON.
HANDICAP
HANDICAP SPACES (51 TO 75 TOTAL SPACES)
2
3
LOADING SPACES (1/40,000 SF)
5
5
14. PROPOSED 100,000 SF WAREHOUSE ADDITION SHALL BE FULLY SPRINKLED,
TOTAL SPACES
45
58
UNLIMITED AREA PERMITTED (SEE IBC 507.2).
PARKING LANDSCAPING
15. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING WATER LINE
IMPERVIOUS AREA
174,319 S.F.
DEPTHS IN ACCORDANCE WITH PROPOSED STORM SEWER CROSSINGS.
PAVEMENT AREA
73,194 S.F.
16. DURING CONSTRUCTION OF THE BUILDING, ALL CRANES WILL BE REQUIRED TO
HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT VISIBLE
I I \ \ / PAVEMENT TREES REQUIRED 64 1/2000 SQ. FT. & 1/5000 SQ. FT. DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT.
� 24" ES- EC-1 // PAVEMENT TREES PROVIDED 64
IN UT=677.50 \ 17. INTENDED HOURS AND DATES OF OPERATION SHOULD BE COORDINATED WITH DAVID
STIR. 3 LASS Al,VDOT / EX. 20' W/L EASEMENT INTERIOR TREES REQUIRED 6 (�1/10 SP.) FOLEY, OPERATIONS SUPERVISOR, WINCHESTER REGINAL AIRPOT AUTHORITY, NO LESS
I \ INTERIOR TREES PROVIDED 6 8cY DI-3C I I I STANDARD DETA10EC-1, IN D.B. 868 PG. 1105 THAN FORTY-EIGHT HOURS PRIOR TO START.
I TOTAL TREES REQUIRED 70
RIM ELEV=683.62 LEIIII 31' WIDTH=15' \ ��/ TOTAL TREES PROVIDED P-2 18. THE CONTRACTOR SHALL REFERENCE VDOT STANDARD DETAIL WFOR THE TIE-IN
I INV. IN=678.82 STIR. 1 70 TO EXISTING PAVEMENT AT THE ENTRANCE AND SHALL MATCH EXISTING ROADWAY
INV. IN=678.52 ( I / �Wl REQUIRED \ O „ PARKING LOT LANDSCAPING REQUIRED 3,381 S.F. (0 5% MIN) PAVEMENT SECTION, IF DIFFERENT FROM THE 'HEAVY PAVEMENT SECTION.'
INV. OUT=678.32 \ SEE NOTE �1 AND 24 YARD DRAIN PARKING LOT LANDSCAPING PROVIDED 4,459 S.F.
DETAI t�1 SHEET 1 G�j RIM ELEV=680.50 19. THE CONTRACTOR SHALL MILL AND OVERLAY THE ROADWAY SURFACE OF ROUTE 1092,
`/ INV. IN=674.40 THE ENTIRE WIDTH AND 100 FEET ON BOTH ENDS OF THE ENTRANCE. HOWEVER,THE VDOT
/�' VDOT INSPECTOR CAN AGREE TO REDUCE THE AREA TO BE MILLED AND RESURFACED
\� INV. OUT=674.20 RESTRAINED JOINTS REQUIRED ON EX. WATER MAIN PER SIP GENERATION BASED ON THE PAVEMENT CONDITIONS AT THE TIME OF CONSTRUCTION.
Exl TINc'-� �y J FCSA VALVE RESTRAINT REQUIREMENTS. CONTRACTOR ITE, 7TH EDITION ESTIMATES 20. ADJUST EX. FCSA FACILITIES AS REQUIRED BY FCSA INSPECTOR.
ENTR N ILL UR Ii GQ SHALL TEST PIT AND VERIFY PRESENCE OF JOINT THIS SITE AT FULL DEVELOPMENT
r1, LpW 05s- WE MM3CR
O� RESTRAINTS OR ADD WHERE NECESSARY. FCSA INSPECTOR WOULD GENERATE 1,086 T.P.D.
"" - -_ ____ -fib E ALONG � � / a°1$ +� t'� FIRE LANES REQUIREMENTS
_� ou 12" WA (Al roc) - `� � ` MUST OBSERVE EXISTING AND/OR INSTALLED JOINT LAND USE CODE: 150 Fire Lane markings and signage is required at all fire hydrants, fire department
W W 1�' --- -- �� Ev, �-!' �@& ES-1 F RESTRAINTS. connections, curbing not delineated as parking, and all normal and emergency
/M EX.
` INV. 675 s i� TE THE FOLLOWING TRIP GENERATION ESTIMATES WERE CALCULATED FROM THE ITE access points to the structure. The contractor shall coordinate with the Fire
' WA �5 2-BOLLARDS TYP. 7TH EDITION ESTIMATES
"" ��"" ( ) Marshall to ensure these requirements are satisfied.
W wv 425 FT FROM PROPOSED 1-FH ASSEMBLY - G-12C is�so i
ENTRANCE TO VICTORY LANE 2-BOLLARDS (TYP.) /M EXISTING � ^P SIG�dC BAR / <I � �� /� TO PROTECT EX. FIRE HYDRANT TRIP GENERATION
8 X6 REDUCER PAVEMENT C / i REMOVE EX. PLUG EXISTING TRIPS (100,000 SF, LAND USE CODE:150) 718 TOTAL TRIPS 690
( )52
G.V. (5-10 OFF F.H.) II PR PtCG 1� / HANDICAP PARl<IN I c'�� �°9NNECT TO EX. 8" STUB NEW TRIPS (ADDITIONAL 100,000 SF->200,000 SF TOTAL)-368 TOTAL TRIPS
M/M EX. C&G 1 -- 1 � 45' B "ITOTAL TRIPS AT FULL DEVELOPMENT (200,000 SF) 1,086 TOTAL TRIPS
\ D.I.P. RESTRAINED JOINTS -��� �`�. , a �� -�-' h 3-HATE VALVES
390 SIGHT DISTANCE I -- ROP!5 S/W 1 ti� '
1.1- c8 TEE WATERLINE C
/ TRAFFIC AT EACH ENTRANCE
C-4 o
S 45"50S1" E 130.00' S 48'21'08 E 114.41' O _ E t
CG S I T I ^N
�(RES D JOINTS REQUIRED
� h o -12C
M. (69214)0
P. 2" GAS-\ 6o
o CG-6 R100.0' SERVICE LINE
o
`s, J o -
Q r, CG-6R7i 1300,. CG-12A
M/M liX. C&G / -
' SPILL CURB FOR PROP. GAS METER X. 20' SAN. ESMT. 1-8"x8" TEE
FLOW ACROSS 2-6" BOLLARDS WITH
'= INST.# 080002089 1-8" 45' BEND
��1F (6e6.�6 \ ENTRANCE 4' SPACING PROP, 4" SDR 35/2,6 SAN. LAT 2-8" GATE VALVES
)
NY.�684.06 35.00' EXIT DOOR-5 x5 PAD 0 )i" (10' OFF BLDG.)
,5 RCP M/M E STIR. 5 N BELOW FINISH FLOOR (686.16)
-7"v' XIS7NG 24" YARD DRAIN ca 4 STEPS 0 7" RISE, 11" RUN EX. 20' WTR. ESMT.
PAVEMEt�IT RIM ELEV=683.75 `� 6 Fr. X 6 FT. EXIT DOOR-5'x5' LANDING
II INV. IN=680.20(18) CONC. PAD AT 685.60 ELEV.
Q INV. OUT=680.00(18") 10 STEPS ®7" RISE, 11" RUNS
15 FT. X 20 Fr. REMOVE EX. SEWER LINE PER
c2 y \`��
............
CONNECT TO PROP. BUILDING, 1-2" WATERLINE EXISTING TRIPS AT EXISTING ENTRANCE 718 TOTAL TRIPS
�
1-8"x2" TEE
NEW TRIPS AT EXISTING ENTRANCE 600 TOTAL TRIPS
1-2" WATER METER
NEW TRIPS AT PROPOSED ENTRANCE 486 TOTAL TRIPS 685
9
�.�7 eF
1- ' BEND
ACTUAL EXISTING TRUCK TRIPS AT EXISTING ENTRANCE 55 TOTAL TRIPS
PREDICTED TRUCK TRIPS AT FULL DEVELOPMENT 110 TOTAL TRIPS
/
2 FT. X 2 FT.
CONCRETE FLUME
PRESENT ENTRANCE IS ADEQUATE FOR THE PROPOSED IMPROVEMENTS PROVIDED THE
1-8" G. . , pci
j j
7.4 C.Y. CL. 1
TRIPS PER DAY STAY PROPORTIONAL WITH THE CURRENT FACILITY. SHOULD BUSINESS
I
RIPRAP
OR DAILY TRIP COUNT EVER EXPAND IN THE FUTURE, ENTRANCE MAY NEED TO BE 680
PROP.
I I
VDOT CL 1 RIP RAP
UPGRADED TO CURRENT VDOT STANDARDS.
5' S/W
I
8
\
I I
VDOSTIR
VDOT DI-7
RIM ELEV=679.00
I I
INV. IN=674.20
INV. OUT=674.00
675
`\
I
STIR. 11
VDOT ES-1
INV.=675.50
Q (W PROP. SAN. MH-1 CONC. PAD 6 FCSA HANDICAPPED ACCESSIBLE � m 68.00'
o II AT EX. LINE ELEV. REQUIREMENTS
CORE DRILL a -q -0 �
o PHASE II PROPOSED WAREHOUSE D o
4" LAT. INV. IN=675.96 PARKING SPACES REQUIRED 40 0 o
IN LAT. INV. IN=675.96 PARKING SPACES PROVIDED 54
NV. OUT=675.62 HANDICAPPED SPACES REQUIRED 3 0
I RIM=685.50 < 2
REMOVE EX. HANDICAPPED SPACES PROVIDED 3 w
STIR. 6
CS
O I� 24" YARD DRAIN MANHOLE 100,000 TOTAL SQ.FT. m 3
RIM ELEV 684.00 400 FT x 250 FT o - o.00'
U III ( „) F.F. ELEVATION = 685.70
INV. OUT=681.5018 = 4
6 CONCRETE SIDEWALK I D
� 5
EXIT DOOR-5'X8' LANDING AT D
II w
685.50. 6" FLOOR DRAIN EXIT DOOR-5'x5' LANDING v_ g I
22.51' PROVIDE LANDSCAPE TIMBER z TO CONNECT TO ROOF DRAIN AT 685.62 ELEV.
" "5s34 vv cc
RETAINING WALL. USE 6"X6" PROVIDE 7-7" STEPS o
COLLECTOR. o
PRESSURE TREATED TIMERS o 0 MATCH EX. EMI 0. N
IR II WITH #3 REBAR ANCHORS 0 n 8 PAVEMENT x
(SEE DETAIL SHEET 3) CO C. P 6 II I I ELEV w -
-END 6n-CURB- TAPER-
�� TOP OF CURB TO MATCH
SIDEWALK OVER 17.5 FT.
15 FT. X 20 FT. i II THIS PORTION OF THE PROP. 5'
CONC. PAD S/W IS NOT INTENDED TO SATISFY
I I ADA REQUIREMENTS pip
Nv. (684.86) Z d'
RESTRAINED JOINTS REQUIRED ON EX. WATER MAIN PER FCSA 0
VALVE RESTRAINT REQUIREMENTS. CONTRACTOR SHALL TEST PIT
AND VERIFY PRESENCE OF JOINT RESTRAINTS OR ADD WHERE 0 EXIT DOOR 60.00' � PROVIDE
1 I
NECESSARY. FCSA INSPECTOR MUST OBSERVE EXISTING AND/OR o
\ STIR. 7 INSTALLED JOINT RESTRAINTS. EXIT DOOR-5'x8' LANDING
1 24" YARD DRAT AT 685.60 ELEV. 1-FH ASSEMBLY �T
RIM ELEV_689.11 EXIT DOOR-5'x5' LANDING 1-6" G.V. 0 MAIN \ '\
CG-12A INV. OUT=686.11 6" G 5' 0' OFF o 2S
w \ AT 685.60 ELEV. 1- V. ( -1 MAIN)
£ PROVIDE 2-7" STEPS 2-BOLLARDS (TYP.) \
Pt\�OP. S/W I 35.00'--1 5'x10' AREA 1-11.25' BEND
I
w1 srs 0 -- OF REFUGE
r
I
Nv
L - W:.0y I-,�, WAR LINE
1 - �0. \\ YRnD 8y EX. 20tmR ESMT
cli
N FH
o
1111111 N
REMOVE EX. PLUG
- FLARED -END SECTION CONNECT 8" LINE
INV. 684.00 12 CPP, EC-1 TO EX. STUB
- INV. OUT=685.92
CLASS Al, VDOT
STANDARD DETAIL EC-1,
- 2-SIGNS REQUIRED INDICATING 3' MIN. COVER SHALL BE MAINTAINED LENGTH=6' WIDTH=7'
"EMERGENCY ACCESS ONLY ON EX. WATER MAIN. TEST PITS
DO NOT ENTER" PER FCSA INSPECTOR'S REQUIREMENTS.
ENTRANCE SHALL BE GATED
U I
7>I I
0
O+
I I
I I
� � I
EX. DETENTIO ND O
I I ADEQ FOR APPLE STORAGE SION o
DEVE ENT OF 10.5 ACRE LOT. It
00
N0 H OF
L!
RONALD A. MISLOWSKY, JR.
,d No.20674
5-4-16 ��ww
`PSIONAL ��
■
CU
U O
Z
>+ CV
<C M
U
rn
W
_U CV
(000
O
(�
a
CC
W
ti CL0V)
W O
LI
Q
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w V ♦
O
�
o
Z
LLI
IL
Z
g
CL
M
w
f-
1=
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W Cn �g
I� 3 ki, \ 0+00 0+50 1+00 G S
zo
ENTRANCE PROFILE x
I I �`- a W � 0
C.I I - .J C9 U
GRAPHIC SCALE Q Z W Y
U
50' 25' 0" 50' 100' o -� W Ce
V 0 W W
I I h 1 INCH = 50 ft. HOR/Z. °d W
1 INCH = 5 ft. VERT. E
I
O
STIR. 9
VDOT DI-7 LEGEND o U (�
/ RIM ELEV=680.00 � o � o o lvn C/n Cnn ' w
° IN=677.25 PROPOSED CURB & GUTTER Y U U U INV.
INV. OUT= 677.00 r` a_
WP-2 OVERLAY PAVEMENT AREA o r-
LLj
) � H
PROPOSED STANDARD PAVED AREA (6' VDOT 216/2' IM-9/1.5" SM12.5A)rn 4 `n N cD `D Q
0 T PROPOSED HEAVY DUTY PAVED AREA(8' VDOT 218/3' BM-25.0/1.5' SM12.5A)- `n 0) °O r-1 000 r- � Cn O �
rEXISTING
G
ADE
FINISH
GRADE
PR P
" GAS
SERV
CE
PROP
8" W
Ld
PROP.
PIPE
0
0
24'
RCP
U
W
U
0
0
uii.I
w
z
w
w
o
a_
w
�
z
J
�
U
w
rn
O
00
00
'
- PROPOSED 20 MT.
PROPOSED CONCRETE AREA _
z
w
Z
Q
O
WATERLINE D
o
M
O_
ALL CL52 DIP RESTRAINED JOINTS
PROPOSED GRAVEL AREA
F-
�
a
c°
o
U
ff
CV
(�
w
O
2p SIGNS REQUIRED INDICATING
PROPOSED GRASS AREA
m
cn
o
o
z
o
_
EMERGENCY ACCESS ONLY
m
z
DO NOT ENTER"
PROPOSED EASEMENT AREA - -
Op
0
L
�
�
w
w
N
ENTRANCE SHALL BE GATED
ZONING BOUNDARY Z9
z
V)
Mi
I1
0
0
0
a
z
>
w Q
w
w
STIR. 10
0 0
0
o
O
0
�
I-
r-
z
O
H
I-
Q
0
U
w
S
1-45' BEND
UTILITY PEDESTALS
U
o
0
0
d
(n
o
(n
cn
1-22.5' BEND 12" YARD DRAIN
EXISTING STORM DRAINAGE & STRUCTURE
Li
a
�
a
z
>
1-11.25' BEND RIM ELEV=683.00
Z
w
v,
o-
O
m
N
INV. OUT=680.50
PROPOSED STORM DRAINAGE & STRUCTURE
-
ct�
Q
w
w
W
(n
PROPOSED WATER MAIN
a_
o
J
o
o
O
Cr9APH/C SCALE
¢
~
EXISTING WATER MAIN
�
w
-
j
Q U
50 25 0 50 100
PROPOSED FIRE HYDRANT
j
�
LJ
Y
U
t
Q
Q
V)
Q
PROPOSED GATE VALVE & BOX-
w
o
U
1N ��)
EXISTING SAN. SEWER AND MANHOLE
w
cr_
i
w
ICY_
ILLJ
C
1 inch = 50 ft.
>
�w
PROPOSED UNDERGROUND ELECTRIC SERVICE --� UGT I
�
O
z
z
PROPOSED UNDERGROUND TELEPHONE SERVICE TELL-
PROPOSED GAS SERVICE HGASI
rn
o0
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cfl
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to
w
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0
U
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ENTR NCE > > ,a000ps
FH
wvl; 1.1 W W I
w w w w w -INV
------------
>`
--
r
-
.00
--- \yC \\ _� \\•\ ,ADO
-
-.f
-
_
_
I
- - -
--- -- --- . _ - - - - ��\ \� 2 FT X 2 FT
F/C=678.80 CONCRETE FLUME
_ U
--1� �' 74 CY CL 1
pC - ----- - o' = ---_ - - - - -- - RIPRAP
0
_
--__-
6 ._------.--.---- - -- _ _ _ _ _ _
--- _ ----- --� _ 685.60 683.66 T/� `__ `•�` \1 \ I
_ --- - - -
' - -" � 68410 1 RIP RAP
&82 VDOT CL
---- 86. PAD
TlC`)
` 680.40 -, STIR. 8
T/C VDOT DI-7
680.30 1� 3` T ( RIM ELEV=679.00
T/C 8C1 1',' �� -' i INV. IN=674.20
0$5.6 i INV. OUT=674.00
0C STIR. 5 }%, -- _ - - i i ?AD,' x / ' STR. 11
24" YARD DRAIN : 41 C r g8g 40 , `� ` `. i i , 680.33 0 VDOT ES-1
RIM ELEV=683.75 SOIL i ;I ,I r I i ; 1 INV.=675.50
685.50 . \ 681-ID 680.50 r 680.35 I
INV. IN=680.20(18") SOIL: 36 "? 685.66 `� ' I `T C
INV. OUT=680.00(18") T/C 7/C
6840
' 686.20 T/C
,
: I INV. 67d.68\\--- --
m STIR. 6 ' ---- } I \
pp ,
24 YARD DRAIN 688.65 , �\ 6so
RIM ELEV=684.00 `-----------------
INV. OUT=681.50(18") F `ELEV 685.70 --- -----------------
,
,
,
wvw I RETAINING STRUCTURE a ; i , 7 - -68 7_
' SEE DETAIL THIS SHEET T
61AfiEt+- 685.50 It
PAVEMENT\
691 10 T , -
� -
688.50 685.62 6$1.60 I; 3 I I
KI
a I 1 i I• I �� •"
1 % - 691.70
0
�I -- --- - ------------ `- - - ----68130 ------ �-
' ' ---- �9175 -
r ---- __ - --- T/C --- _______
1 691.80 689.00 - - �- --- - - 682 00---- - '- 7------- I ; I a,
682.10 x Il I m
680.
S/W T C
1 l I 684 Q
1 i 685.50 / \-STR. 9
�60 1 ` ti u- T/C 9 I 6b2.30 VDOT DI-7
RIM ELEV=680.00
i I j 685.50 x683.40 \ rr INV. IN=677.25
04 687.00 / ; 1 / ' INV. OUT=677.00
STIR. 7 36 686.0 �
24" YARD DRAT S01L. / 685.62 � a T/C 90
RIM ELEV=689.11 SOIL: 41 C 4'83.50
t� ,-
i , INV. OUT=686.11 60 ,,- 0 f/C
685
' 684.40
\ \ `6685.50LLL I685.35-
ro'
--
a6-83
---- 686.35 x
G i
( - - __ - -- - - ---- -
-
i
FH __ _ -
;ti �o - 6801Q -- - - '
W ' W W or. w ( uc� ON) W w ; ' % GRAVEL '4 �' SOIL: JB
l
- _
r� ----_
sTR. 10 0/L: 41 C
12" YARD DRAIN
RIM ELEV=683.00
INV. OUT=680.50
_"' FLARED -END SECTION
"S F INV. 6 12 CPP, EC-1
\ I OC Solt: 41C INV. OUT=685.92
SO�L.3 CLASS Al, VDOT - )7,4PH/C94CALE
}
B STANDARD DETAIL EC 1, 50 25 0 50 100
LENGTH=6' WIDTH=7'
( IN FEET
1 inch - 50 ft.
STONE CONSTRUCTION ENTRANCE
GROUND
70' MIN.
FILTER CLOTH - 6- MIN. I A I
SIDE ELEVATION
70' MIN,
B WASHRACK
I I- (OPTIONAL)
10,
12' MIN.
VDOT #1 I I ~� POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIDTH PLAN VIEW
OF INGRESS AND EGRESS
OPERATION
EXISTING
PAVEMENT
5:1
MOUNTABLE BERM
(OPTIONAL)
7
10' MIN.
EXISTING
PAVEM1\ENT
10' MIN.
I
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC
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
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
4
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
G
FLOW
1111 mill), -�
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE
- -I
Plate 3.02-BOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,
Sherwood & iyant
BLOCK AND GRAVEL DROP INLET
SEDIMENT FIL TER
WIRE SCREEN CONCRETE BLOCK
GRAVEL FILTER
WIRE SCREEN
FILTERED WATER
• - •
RUNOFFWATER
.�JIL
WITH v
►�
�r•�i>a
IIII
DROP INLET
- WITH GATE
I-
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
PLATE. 3.05-1 SOURCE: VA. DSWC
NOTES:
1. ALL COLLECTED SEDIMENT SHALL BE CLEANED AND REMOVED FROM THE PUBLIC
RIGHT-OF-WAY.
2. THE EXISTING SLOPE OF THE DITCH RUNNING TO THE WEST OF THE PROPERTY TO
THE STORMWATER MANAGEMENT POND SHALL REMAIN THE SAME AT 0.5% (FROM
THE PIPE INVERT OUT TO THE EDGE OF THE STORMWATER MANAGEMENT POND).
3. THE SIDE SLOPES OF THE DITCH SHALL BE 3: 1.
4. CONTROLLED BURNING SHOULD BE POROHIBITED DUE TO THE CLOSE PROXIMITY TO
THE RUNWAY AND SINCE THE PROPERTY IS WITHIN THE FLIGHT PATTERN OF THE
WINCHESTER REGIONAL AIRPORT.
5. UNSUITABLE MATERIALS SHALL BE HAULED AWAY FROM THE CONSTRUCTION SITE
APPROPRIATELY.
SOILS CHART
SILT FENCE CULVERT INLET
PROTECTION
ENDWALL
SILT FENCE
L FLOW
L TOE OF FILL
MAP
SYMBOL
NAME
6C
Carbo-Oaklet Silt Loom
813
Chilhowie Silty Clay Loam
8C
Chilhowie Silty Clay Loam
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
OPTIONAL STONE COMBINATION
1.0' 1.5'
FLOW
I *VDOT #3, #357, #5, #56 OR #57 GOARSL AGGKLGAIL
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
PLATE. 3.07-%OURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC
2.5'
CLASS I RIPRAP
LEGEND
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED CURB & GUTTER
DRAINAGE FLOW
EXISTING GRADE
PROPOSED GRADE
PROPOSED EASEMENT AREA
PROPOSED SILT FENCE
SF
CONSTRUCTION ENTRANCE
Q
INLET PROTECTIONO
OUTLET PROTECTION
Q
DRAINAGE DIVIDE
,/
LIMITS OF CLEARING
\ LOC
EC-3 REQUIRED
RFCD .
�i,TH OF"11111111
Gr
RONALD A. MISLOWSKY, JR.
e No.20674
SSj�NAL ti�
O
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a
SECTION FOR RETAINING WALL
6"X6" LANDSCAPE TIMBERS AT
REAR WALL J
6"X6" LANDSCAPE 0
T/W TIMBERS
688.5
GROUND Z
#3 REBAR ANCHOR Z O
12" 5' MINIMUM
I
LENGTH AT 2.0' ON
CENTER
4" PERFORATED FF = 685.70 Z
DRAIN. DAYLIGHT 0
TO ROOF DRAIN 685.50 r,
SYSTEM CONCRETE SIDEWALK
4" COMPACTED #57 0
AGGREGATE W
w W
PLATE. 3.08-1
R 0 CK CHECK DAM
FILTER CLOTH
(OPTIONAL) -
VDOT #1
COARSE AGGREGATE
FLOW
RCE: VA. DSWC
(DOWNSTREAM VIEW)
CLASS I RIPRAP
Z
O
W
J
-
�
'-
"z
�5
�Z
CL
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w a o a cn n cn cn
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ch
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PLATE. 3.20-1 z O
=
U Z Y Z
QLrU-I J a>
00 r- (o Ln r7 c\i Z 0 0 U -i
1 C" mAin rA
1B
;OMPACTED SUBGRADE
STANDARD PAVEMENT SECTION
Not to Scale
II I I
18_RCP
WV. (689.76)
I
(68&99)
I c" cu1n cA
1B
;OMPACTED SUBGRADE
HEAVY PAVEMENT SECTION
Not to Scale
CONCRETEVARIES 5'-15'
STONE
PROPOSED liSECTION
4,
�O
ti�
F
C��O
NOTES:
PROJECT SUMMARY
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
TAX IDENTIFICATION NUMBER
PART OF 64-((A))-159D
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
EXISTING PARCEL AREA
10.21 ACRES
2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
DEVELOPED PARCEL AREA
ACRES
3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
ZONING
M-1
ADDRESS
320 INDEPENDENCE DRIVE
4, ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM
EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE.
CURRENT USE
WAREHOUSE
5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES
PROPOSED USE
WAREHOUSE
OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20.
DISTURBED AREA
6.99 ACRES
6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
SETBACKS
REQUIRE
PROVIDED
7. HANDICAP SIGNAGE SHALL COMPLY WITH USBC 1106.8
FRONT (Independence Drive) 75'
78'+
8. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
SIDE
25'
130'+
FEATURES EXIST.
REAR
25'
41'+
9. ALL UTILITIES TO BE PLACED UNDERGROUND
PARKING
5'
5'+
10. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
BUILDING HEIGHT
60' (MAX.) 36'(+/-)
MARSHALL REQUIREMENTS.
11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C.
GROUND FLOOR AREA
100,000 SQ.FT.
THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF
NUMBER OF STORIES
1 (36' t)
THE FIRE MARSHALL.
FAR ALLOWED
1
12. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING
FAR PROVIDED
0.45
CODE AND SECTIONS 311, (STORAGE) OF THE INTERNATIONAL BUILDING
MINIMUM LANDSCAPED AREA
1.85 AC. (25%)
CODE/2003. OTHER CODE THAT APPLIES IS ICC A117.1-3-03 ACCESSIBLE AND
LANDSCAPED AREA PROVIDED
2.59 AC. (35%)
USABLE BUILDINGS AND FACILITIES.
PARKING REQUIRED PROVIDED 13. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL
STANDARD SPACES -WAREHOUSE (1/EMPL 40 EMPL) 40 53
APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL, ETC.)
I
NG
ENTRTINCE
STANDARD SPACES -OFFICE 1 200 S.F., 840 S.F. )
5
5
STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY
HANDICAP SPACES (51 TO 75/TOTAL SPACES)
2
3
A VIRGINIA LICENSED DESIGN PERSON.
LOADING SPACES (1/40,000 SF)
5
5
14. PROPOSED 100,000 SF WAREHOUSE ADDITION SHALL BE FULLY SPRINKLED,
TOTAL SPACES
45
58
UNLIMITED AREA PERMITTED (SEE IBC 507.2),
PARKING LANDSCAPING
15. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING WATER LINE
IMPERVIOUS AREA
174,319 S.F.
DEPTHS IN ACCORDANCE WITH PROPOSED STORM SEWER CROSSINGS.
PAVEMENT AREA
73 194 S.F.
16. DURING CONSTRUCTION OF THE BUILDING, ALL CRANES WILL BE REQUIRED TO
11
PAVEMENT TREES REQUIRED 64 1/2000 SQ. FT. & 1/5000 SQ. FF. HAVE AN AVIATION DURING OPERATIONS AND OBSTRUCTION
MUST BE LOWERED AN DOAT NIGHT UNLESS LIGHT
VISIBLE
24" ES- EC-1 PAVEMENT TREES PROVIDED 64
N i IN UT=677.50 INTERIOR TREES REQUIRED 6 ((�1/10 SP.) 17. INTENDED HOURS AND DATES OF OPERATION SHOULD BE COORDINATED WITH DAVID
STIR. 3 \ I II CLASS Al, VDOT / EX. 20' W/L EASEMENT INTERIOR TREES PROVIDED 6 FOLEY, OPERATIONS SUPERVISOR, WINCHESTER REGINAL AIRPOT AUTHORITY, NO LESS
STIR. I I STANDARD DETktCEC-1, IN D.B. 868 PG. 1105 THAN FORTY-EIGHT HOURS PRIOR TO START.
RIM ELEV=683.62 I LENGTF�=3f' WIDTH=15' / TOTAL TREES REQUIRED 70 18. THE CONTRACTOR SHALL REFERENCE VDOT STANDARD DETAIL WP-2 FOR THE TIE-IN
STIR.
INV. IN=678.82 �` 1 TOTAL TREES PROVIDED - 70 TO EXISTING PAVEMENT AT THE ENTRANCE AND SHALL MATCH EXISTING ROADWAY
INV. IN=678.52 I I �WP-2 REQUIRED, "V O " PARKING LOT LANDSCAPING REQUIRED 3,381 S.F. (0 5% MIN) PAVEMENT SECTION, IF DIFFERENT FROM THE "HEAVY PAVEMENT SECTION."
24 YARD DRAIN
INV. OUT=678.32 I I SEE NOTE 1 AT D RIM ELEV=680.50 PARKING LOT LANDSCAPING PROVIDED 4,459 S.F. 19. THE CONTRACTOR SHALL MILL AND OVERLAY THE ROADWAY SURFACE OF ROUTE 1092,
I I DET", Sl_ EET 1 /�'� INV. IN=674.40 THE ENTIRE WIDTH AND 100 FEET ON BOTH ENDS OF THE ENTRANCE. HOWEVER,THE VDOT
INV. OUT=674.20 TRIP GENERATION VDOT INSPECTOR CAN AGREE TO REDUCE THE AREA TO BE MILLED AND RESURFACED
I V (619.15) 2f / o
RESTRAINED JOINTS REQUIRED ON EX. WATER MAIN PER BASED ON THE PAVEMENT CONDITIONS AT THE TIME OF CONSTRUCTION.
(6 � W �,1 �j►� FCSA VALVE RESTRAINT REQUIREMENTS. CONTRACTOR ITE, 7TH EDITION ESTIMATES 20. ADJUST EX. FCSA FACILITIES AS REQUIRED BY FCSA INSPECTOR.
EXI TIN t�j ILL UR'' � I �A° Q V a. ass On SHALL TEST PIT AND VERIFY PRESENCE OF JOINT THIS SITE AT FULL DEVELOPMENT
ENTR NcrL W 0S� ' O� ("�T � RESTRAINTS OR ADD WHERE NECESSARY. FCSA INSPECTOR WOULD GENERATE 1L
,086 T.P.D. FIRE ANES RQ EUIREMENTS:
iIX 1t W/w (OP, LOC.)Tw E ALONG � I _ / �/�. � � MUST OBSERVE EXISTING AND/OR INSTALLED JOINT LAND USE CODE: 150 Fire Lane markings and signage is required at all fire hydrants, fire department
w _ % W G EVj •�� �.. F RESTRAINTS.
W t / i„} / ,� /M EX. E5-1 Tr TUC" FO OWI TO TI connections, curbing not delineated as parking, and all normal and emergency
wv __
W ---� 425 FT FROM PROPOSED 1-FH ASSEMBL
ENTRANCE TO VICTORY LANE 2-BOLLARDS
8"X6" REDUCER
1- G.V. (5'-10' OFF F.H.)
M/M EX.
' HT DISTANCE 52 D.I.P. RESTRAINED JOINTS /, M
390 SIG
S 457505V E 130.00' S 48°21'08 E 114.41' 0-
�/' __ OP. 2" GAS
\� CG-6 R100.0' SERVICE LINE
7 r
CG-6R 130.0'
M/M I3X. C&G Q SPILL CURB FOR PROP. GAS METER
FLOW ACROSS 2-6" BOLLARDS WITH
/ GRATE (666.36)y ENTRANCE 4' SPACING
£ WV.=664.06 .
}( STIR. 5 N
WV. (69714)� 15� �Wv. 190.1) M/ A 0(IS NG 24" YARD DRAIN
7VE PA ME RIM ELEV=683.75 `�
�I INV. IN=680.20(18")
Q Z.
INV. OUT=680.00(18") 15 FT. X 20 FT. C)
PROP. SAN. MH-1 CONC. PAD r
O i N AT EX. LINE ELEV.
CORE DRILL ri
Z II 4" LAT. INV. IN=675.96
4" LAT. INV. IN=675.96
II INV. OUT=675.62 ,
RIM=685.50
O m II STIR. 6
H 24" YARD DRAIN
RIM ELEV=684.00
UI� INV. OUT=681.50(18")
6 CONCRETE SIDEWALK
22.51' I� PROVIDE LANDSCAPE TIMBER
N °59'34" W RETAINING WALL. USE 6"X6"
II PRESSURE TREATED TIMERS
WITH #3 REBAR ANCHORS
T II SEE DETAIL SHEET 3 6 NCFr. X 6 FT.
J ( ) CONC. PAD x
�I 15 FT. X 20 FT.
CONC. PAD
' WV. (04.86) Z
Q
I RESTRAINED JOINTS REQUIRED ON EX. WATER MAIN PER FCSA
VALVE RESTRAINT REQUIREMENTS. CONTRACTOR SHALL TEST PIT U_
AND VERIFY PRESENCE OF JOINT RESTRAINTS OR ADD WHERIE 0
1 NECESSARY. FCSA INSPECTOR MUST OBSERVE EXISTING AND/OR
ty4 STIR. 7 INSTALLED JOINT RESTRAINTS.
24" YARD DRAI
RIM ELEV_ 11
w CG-12A INV. OUT=686.11
Pk0P. ' S/W
SH
2-SIGNS REQUIRED INDICATING
"EMERGENCY ACCESS ONLY
DO NOT ENTER"
ENTRANCE SHALL BE GATED
INV. 675 s i E LL NG IP GENERA ON ESTIMATES WERE CALCULATED FROM THE ITE access points to the structure. The contractor shall coordinate with the Fire
' 7TH EDITION ESTIMATES
WA �5 2-BOLLARDS (TYP.) Marshall to ensure these requirements are satisfied.
\\ s TO PROTECT EX. FIRE HYDRANT
TRIP GENERATION
r' , 31 G Noe BAR / <
'yr C
\
\ / REMOVE EX. PLUG
EXISTING TRIPS (100,000 SF, LAND USE CODE:150)
718 TOTAL TRIPS 690
HANDICAP PA ZRNC IG
chi
\l" �NNECT TO EX. 8"
��
STUB
NEW TRIPS (ADDITIONAL 100,000 SF->200,000 SF TOTAL)-368
TOTAL TRIPS AT FULL DEVELOPMENT SF)
TOTAL TRIPS
1,086 TOTAL TRIPS
�-
1-tX 4 3-8GATE VALVES
(200,000
_--
S/W
1
\� 215 1 �\ 1 _ " 8' E
WATERLINE C
/R•OP!'5'
\ G 6 o
-
cz ���
�� ��
CONNECT TO PROP. BUILDING,
1-8%2" TEE
TRAFFIC AT EACH ENTRANCE
1-2" WATERLINE EXISTING TRIPS AT EXISTING ENTRANCE
NEW TRIPS AT EXISTING ENTRANCE
718 TOTAL TRIPS
600 TOTAL TRIPS
E . 0' SIT
c
685
1-2" WATER METER
NEW TRIPS AT PROPOSED ENTRANCE
486 TOTAL TRIPS
.
(REST ED JOINTS REQUIRED n`ti�
�.�\
F ��
1- ' BEND
��
ACTUAL EXISTING TRUCK TRIPS AT EXISTING ENTRANCE 55 TOTAL TRIPS
h o -12EG-6R ;
M \�c
.,
_ _--
'2� s
�1 I 2 FT. X 2 FT.
PREDICTED TRUCK TRIPS AT FULL DEVELOPMENT 110 TOTAL TRIPS
CONCRETE FLUME
PRESENT ENTRANCE IS ADEQUATE FOR THE PROPOSED IMPROVEMENTS PROVIDED THE
1-8" G. .'
pCi
1 1 7.4 C.Y. CL. 1
TRIPS PER DAY STAY PROPORTIONAL WITH THE CURRENT FACILITY. SHOULD BUSINESS
I RIPRAP
OR DAILY TRIP COUNT EVER EXPAND IN THE FUTURE, ENTRANCE MAY NEED TO BE
680
CG-12A
PROP. I
I j VDOT CL 1 RIP RAP
UPGRADED TO CURRENT VDOT STANDARDS.
I
STIR. 8
I
X. 20' SAN. ESMT. 18 x8" TEE
VDOT DIV �679.00
INST.# 080002089 1-8" 45' BEND
mac\
RIM E
PROP. 4" SDR 35/Z6 5AN, LAT 2-8" GATE VALVES
"
35.00' EXIT DOOR-5 x5 PAD ®1(10 OFF BLDG.)
cO
�.
I 1 INV. IN=674.20
I INV. OUT=674.00
675
BELOW FINISH FLOOR (686.16)
v
`�
I 3
I STIR. 11
4 STEPS ® 7" RISE, 11" RUN EX. 20' WTR. ESMT.
(66
2 1 1 VDOT ES-1
INV. 675.50
6 FT. X 6 Fr. EXIT DOOR-5'x5' LANDING
c�
�? o
C?
-
CONC. PAD AT 685.60 ELEV.
6 REMOVE EX. SEWER LINE PER 10 STEPS ® 7" RISE, 11" RUN
HANDICAPPED ACCESSIBLE
FCSA
o m
68.00'
t
REQUIREMENTS
W
I '�\
Oo
PHASE II PROPOSED WAREHOUSE
�D
o
i 1W. 7•")
+
PARKING SPACES REQUIRED 40
"
0
1 I RIP RAF,
O
PARKING SPACES PROVIDED 54
\
Q
HANDICAPPED SPACES REQUIRED 3
0
=67a66 HANDICAPPED SPACES PROVIDED 3
X
REMOVE E.
m 2
3
MANHOLE 100, 000 TOTAL SQ.FT.
m
Z
j I EX. DETENTIO ND
O
400 FT x 250 FT
3
o
-
0.00'
1 I ADEQ FOR APPLE STORAGE
SION
O
F.F. ELEVATION = 685.70
I I DEVE ENT OF 10.5 ACRE LOT.
\ \
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► RONALD A. MTSLOWSKY, JR.
No.20674
SSI�NAL
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EXIT DOOR-5'X8' LANDING AT o w (� 3 "�''�' \ 0+00 0+50 1+00 s
EXIT DOOR-5'x5' LANDING
685.50. 6 FLOOR DRAIN Z 611
z AT 685.62 ELEV.
TO CONNECT TO ROOF DRAIN � �I I
oCOLLECTOR. PROVIDE 7-7" STEPS Q Ni i ° �Wv. (66267) X
U. MATCH EX. I I �.. P0 ENTRANCE PROFILE-
X w
0 1n 8 PAVEMENT Q
ELEV. w 13 I \ LW (� €C0
_ - - - -D s ' CURB- TAPER - - - - - - - I i GRAPHIC SCALE Q Z W v
TOP OF CURB TO MATCH ° �- 50' 25' 0' 50, 100' o W 0
SIDEWALK OVER 17.5 FT. W W
- Z
II THIS PORTION OF THE PROP. 5' �'' I I °° > INCH - 50 ft. HOR/Z. Q 3 W
S/W IS NOT INTENDED TO SATISFY -J o 1 INCH = 5 ft. VERT.
ADA REQUIREMENTS U? ` >
00
o
t' STR. 9 F
I / VDOT DI-7 LEGEND o w (f
EXIT DOOR s0.nn, PROVIDE RIM ELEV=680.00 < o Mo o v c v
^CG-9B PROPOSED CURB & GUTTER ::�i --D �:L � � U U v S U
35.00' --1
-EXIT DOOR-5'x8' LANDING
AT 685.60 ELEV.
EXIT DOOR-5'x5' LANDING
AT 685.60 ELEV.
PROVIDE 2-7" STEPS
I, 5'x10' AREA
0 OF REFUGE
0 7
c� W W
CN
8'59" VV 72
REMOVE EX. PLUG
FLARED -END SECTION CONNECT 8" LINE
x�.,.►__ _ INV. 684.00 12 CPIP EC-1 TO EX. STUB
INV. OUT=685.92
CLASS Al, VDOT
STANDARD DETAIL EC-1,
3' MIN. COVER SHALL BE MAINTAINED LENGTH=6' WIDTH=7'
ON EX. WATER MAIN. TEST PITS
PER FCSA INSPECTOR'S REQUIREMENTS.
EXIS
ING GIF
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FINISH
GRADE
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" GAS
SERV
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PROP
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PROP.
PIPE
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RCP
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INV. OUT=677.00 r`
WP-2 OVERLAY PAVEMENT AREA
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PROPOSED STANDARD PAVED AREA (6° VDOT 21B/2" IM-9/1.5' SM12.5A). �f N co CO Q
1-6" G.V. 0 MAIN ------ --- �n CD0
1-6" G.V. (5'-10' OFF MAIN) 14 2500, O PROPOSED HEAVY DUTY PAVED AREA(8` VDOT 216/3" BM-25.0/1.5" SM12.5A)- `� °' °O p
2-BOLLARDS (TYP.) Qom' \ / i__ 04
PROPOSED 20' MT.
PROPOSED CONCRETE AREA
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PROPOSED GRAVEL AREA
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PROPOSED GRASS AREA
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WATER DO NOT ENTER"
PROPOSED EASEMENT AREA --
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PROP-� EX. 20' WTR. ESMT ENTRANCE SHALL BE GATED
ZONING BOUNDARY IB
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UTILITY PEDESTALS 0 �
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1-22.5' BEND 12 YARD DRAIN
EXISTING STORM DRAINAGE &STRUCTURE
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PROPOSED STORM DRAINAGE & STRUCTURE
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EX. 12' W/M (APP. LOC.) -_ ) ,tio� LEGEND ��� �
W� w W -�- M I W _ ® ES-1- ----a �QT yo NOTES:
1
W W W W ` ` ✓ j 6 C,O�, 1. ALL COLLECTED SEDIMENT SHALL BE CLEANED AND REMOVED FROM THE PUBLIC PROPOSED STORM DRAINAGE & STRUCTURE �O�
RIGHT -OF WAY.
PROPOSED CURB & CUTTER Y
2. THE EXISTING SLOPE OF THE DITCH RUNNING TO THE WEST OF THE PROPERTY TO
- _ -- RONALD A. MISLOWSKY, JR.
__ THE STORMWATER MANAGEMENT POND SHALL REMAIN THE SAME AT 0.5% (FROM DRAINAGE FLOW
- - _ e� ,6$1;Ofj - \',' c�` THE PIPE INVERT OUT TO THE EDGE OF THE STORMWATER MANAGEMENT PONND). ,d No. 20674
�.,` - �, G� EXISTING GRADE • .p w
------ TJ'G.__ 'Aim 3. THE SIDE SLOPES OF THE DITCH SHALL BE 3: 1.
PROPOSED GRADE rt ti
4. CONTROLLED BURNING SHOULD BE POROHIBITED DUE TO THE CLOSE PROXIMITY TO �1�,�0 �SSIONAL G
OC \�: T C i1� ♦ THE RUNWAY AND SINCE THE PROPERTY IS WITHIN THE FLIGHT PATTERN OF THE PROPOSED EASEMENT AREA
yF"�r , --�.�" \. WINCHESTER REGIONAL AIRPORT.
' - - =__l_ '' 68- r ♦6 ^'\�♦ w�\ �� 5.UNSUITABLE MATERIALS SHALL BE HAULED AWAY FROM THE CONSTRUCTION SITE
PROPOSED SILT FENCE SF
___ ---- _ -- _ o, 8P `¢ - - �•r y APPROPRIATELY. ,
- - _ - T/� ♦` CONSTRUCTION ENTRANCE
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- -�--` ---- ----------- - - - ' 6y`•'4 - - ---� - \` '� . �\ =67
_
- -
9> �j \ T/C a3o SOILS CHART .. C.: r-
-------------
U t ~ �` '`� ` F/C=678.80 2 FT. X 2 FT. INLET PROTECTION Q
�� '/ ''� -_ - - -- - - �1.70 2. 's_ j, i CONCRETE FLUME MAP NAME Z cfl
8
♦
- - -_ -- _ ♦' .'� \I I CL 1 OUTLET PROTECTION• O >,
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4 C. Y.
---- ----- - - --- ------------- - _-- - - .. - T� \` ` A �- _
0
' DRAIN GE DIVIDE -
- --- - - -
4
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----- -------------
85.6Q _ _ 683.66 '
' �--- RAP
_ 684.10 - _
'6
- -- - 86.067 685.00
821'Q
\ � \ RIPRAP � M
_ - - - - _ PAD \�. '� \\` \'T' i VDOT CL 1 RIP �A Q M d�
r T/�� ) sso. o _- '' - 6 C C a r b o- O a k l e t Silt Loam LIMITS OF CLEARING. LOC WT/C v> N o
I y 7 \ `. \ 4 + STIR. 8 L
��6 \! �� OC OC , i r// ♦\�♦ \ \ (�680.30 \\ 1 11+i` `3 VDOT DI-7 EC-3 REQUIRED a- N r" LO
, F�C RIM ELEV 679.00 8B Chilhowie Silty Clay LoamEZ= �
CIE+ I ,' -� 1 l \` I\ I -' INV. IN=674.20 cn Ci7
1 �• ` ��� �`, \ `', I -C ,, .I I . RFCD a .� O O I I - _ - `\ ` ` ♦ 1 i 6,85. Y �, , i ; INV. QUT=674.00
STIR. 5 + IJ - ♦` \ ' i ! PAD x \ U I' / STR. 11 W U d' C}'
1 680.33 VDOT ES-1 8C Chilhowie Silty Clay Loam _� �
i 24" YARD DRAIN SOIL: 41 C ; '' 68'S.40 - w \ y `\\ I ' ; i O INV.=675.50 m V
RIM ELEV=683.75 `\ . \ . ,4 ,' N I i- LL
05.50' � \ + 681.g0 680.5Q b80.35 I 0
\ INV. IN=680.20(18) `� ' ; ! I I ' 79 6 %
' "SOIL• 3B � 685.60 �'` , �'T C � t/C f , W
INV. OUT=680.00(18) I i \: 1 I i T C /C
' 684,bO \ i ,I 68t 37 - tr ;8
i I 686.20 \ 1 1 I ■
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RIP RV
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1 E 1 INVRIM-687.18.=676.68
,
i STIR. 6 I \ \ -
60C1 24 YARD DRAIN 688.65
RIM ELEV=684.00 ° 688,.00
1 i i +`------_-----
RO - ----°INV. OUT=681.50(18) �Ri:PVwT -
RETAINING STRUCTURE FFELEV._ 85.70 I
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WV04, 68�
SEE DETAIL THIS SHEET
T/uj
685.50 ' l --PAVEMENT
IATEi6 v
691.10 ,1 T/W __-__. --- ELEV: ! , I I, ° \ `♦`:: '``''�._;
688.50 685.62 681.60
----- "'I I
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691.75 j ; ----- ------------ T ---- --------- - @; - i 1
691.80 1689.00 - -' - --------_=-_ - _------
, ' 681.00 W" i
1 S ,'� 682.10 x 680. , I -J ra, .S�/� 3�
i__-____ - S w �- SECTION FOR RETAINING WALL
--- T c / 6"X6" LANDSCAPE TIMBERS AT
IIz 684 REAR WALL
6 . /� STIR 9
� 85 50
06r) '', 1 j '� T/C 9 682.30 VDOT DI-7 O
o ' �� , �/C RIM ELEV=680.00
685.50 x 64a 1 6 X 6 LAN DSCAP E
i I , % INV. IN=677.25 TAW TIMBERS
f 687.00 / 686.0 / ' INV. OUT=677.00 688.5
STR. 7 SOIL:3B s ��' } 685.62 � ° 82.90 1�
24" YARD DRAI ,�,- </C V Z
RIM ELEV=689.11 SOIL: 41 C - s'83.5co
0' GROUND
INV. OUT=686.11 6$5.60 0
s84.4o f/C H O
, #3 REBAR ANCHOR 0
\ 'f'
' I ; .`1 5 MINIMUM
68&6012
68535 :
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LENGTH AT 2.0' ON
6s
CENTER
6
o - > _ - ------ - ---- - - GRAVEL 6.35 X--�� 4„
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--- � ss
81 _ ..
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PERFORATED
'` � `\ �`._ ° ;ti + o� ! � - - ' ,>' �'� ssDao x- _ _ __ _ .__.. � - "�- DRAIN DAYLIGHT 0
W '' "" �' �° % �'' GRAVEL y OC S TO ROOF DRAIN 685.50 FF 685 70 _
W W EX WW ( oX LEA �N) \ i OIL. 3
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12" YARD DRAIN 4" COMPACTED #57
684�- \ Y___-=-- RIM ELEV=683.00 LIB
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INV. OUT=680.50 AGGREGATE
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S�- INV. PIP,
EC-1
SO/[; 4 I-
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$��L • CLASS All, VDOT
3B 50 25 0 50 100
_..--- STANDARD DETAIL EC-1,
` --` LENGTH=6' WIDTH=7'
IN FEET) Z
1 inch = 50 ft.
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CONSTRUCTION OF A SILT FENCE � C/) `-' z
STONE CONSTRUCTION ENTRANCE(WITH WIRE SUPPORT BLOCK AND GRAVEL DROP INLET SILT FENCE CUL PERT INLET R 0 CK CHECK DAM Z z
SEDIMENT FIL TER PR 0 TECTION a- o
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 0.
TRENCH UPSLOPE ALONG THE LINE 2 ACRES OR LESS OF DRAINAGE AREA:
70' MIN. EXISTING OF POSTS. ENDWALL
1 Al 3 5.1 � PAVEMENT -
WIRE SCREEN CONCRETE BLOCK
FILTER CLDTH 6" MIN. A MOUNTABLE BERM 3 V
(OPTIONAL) �- W
•■ FILTER CLOTH Q L j �[
SIDE ELEVATION l 1 - S l , TOE OF FILL CULVERT (OPTIONAL) o W ot
EXISTING GROUND f W W
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70' MIN. / fsi I l` I / I t� Q 7► Wi
T / r I / / �� VDOT #1 1
B WASHRACK LL
10' MIN, J� - - > O
COARSE AGGREGATE (1)
(OPTIONAL) * I I �-
FLOW
10'MIN. �'•I 3
W
12' MI--o (n(n (n Y(n U� >OPAVEMENT 4" U U WEXISTING
N. * TOE OF FILL co n p
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE GRAVEL FILTER ° ° \ \ \ \ \LLI
VDOT #1 I � POSITIVE DRAINAGE 10' MIN, FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. '2 Q
COURSE AGGREGATE B TO SEDIMENT WIRE SCREEN SILT FENCE o 0 0 0 2-t O ACRES OF DRAINAGE AREA: c � p
TRAPPING DEVICE
FILTERED WATER DISTANCE IS 6' MINIMUM IF FLOW
* O
MUST EXTEND FULL WIDTH IS TOWARD EMBANKMENT
�
OF INGRESS AND EGRESS Z N r
PLAN VIEW OVERFLOW CD WLd
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OPERATION / RUNOFF -� FLOW 6., J � � 0 + 0 L
12' MIN. W THER - - J Q � O !:�2 CV R
SEDIMENT * g' w m (� U W _ O
3" MIN. I'+��. OPTIONAL STONE COMBINATION FILTER CLOTH � � � Q cn
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II 11
- I (OPTIONAL) O z N g� I'7
3" MIN. II �/ ti:..`:.>.•. I is DROP INLET U (n W U � : W W w Li
WITH GATE DOWNSTREAM VIEW z v � o 0 ov cmn Z W Q _1 w
FILTER CLOTH (_ I= 1.0' O
SECTION A- A �- FLOW 1 5 SEDIMENT I z < o wo CD IV) c In �
VDOT #1 w C>W
6'-7" - Iu + �• I i COARSE AGGREGATE z I � m cn
II IjI TI SPECIFIC APPLICATION �� - L j LLJ U) W 0
,..:�. ;,;.. .. FLOW FLOW c?I 3' W Q a- w `o Li � Z O
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE 2.5'
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW L� z w Q Cam) U
FILTER FABRIC CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING > Q o m o Y
AROUND THE STRUCTURE. -
REINFORCED CONCRETE DRAIN > Q � U 0
D IN SPACE II WIRE I CLASS I RIPRAP W Q iQ
J I II� I * VDOT 3, CLASS I RIPRAP m
p p GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. * # #357, #5, #56 OR #57 COARSE AGGREGATE W O =
SECTION B- B = TO REPLACE SILT FENCE IN "HORSESHOE "WHEN � Z Z Y Z
HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: VA. DSWC PLATE. 3.20-1 O
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-FOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-I Z w W
p SOURCE: VA. DSWC PLATE. 3.07-URGE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 °O n N U Q o U
Sherwood & Ryant
0