HomeMy WebLinkAbout32-99 Winchester Printers - Shawnee - BackfileMAP
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EXISTING INTERMEDIATE CONTOUR - - - -
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SCALE 1'�= 2000�
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR----330
- --- "" -
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT� Road and Bridge Specifications, and Standards, The Virginia Erosion
4�
(b�
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and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
PAVEMENT
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
EXISTING EDGE OF -------
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�
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
/R
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER
EX CKs
CITY �
V
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety k Health Administration and VOSH Rules &Regulations.
� cec,
UJINCHE9TER
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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issuance by VDOT is
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CCs_6
TRANS. CG-6R
ry
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N
4.
Approval of this plan does not guarantee of an entrance permit when such permit
shell be In accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
�
N a
�
required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
�
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-Q
EXISTING TELEPHONE LINE ------
--T-- -----
�'
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with the Developer, County Representatives, and Representatives o} the Virginia Department o[ Transportation
PROPOSED TELEPHONE LINEof
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design factures relating to construction or to regulation, control and safety of traffic may
_
EX_I5" RCP
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responsible for uardrail and sued ditches as determined b this joint inspection." Refer to
P providing B P Y 1 P
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER
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Virginia Department o[ Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
N
V5.
Prior to initiation of cork, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM
6.
An roved set of fans and all applicable ermits must be available at the construction site. Also, e
GENERAL NOTES vDOT GENERAL NOTES LEGEND VICINITY
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S(C�NIFICANT ENVIRONMENTAL
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FEATURES ON THIS SITE_
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1. FINAL LOCATION OF CG-12's TO BE
DETERMINED BY VDOT FIELD INSPECTOR
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2. ENTRANCE TO BE BUILT TO MEET OR
EXCEED VDOT GCS-11 STANDARDS.
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3. EXTERIOR DOWNCAST LIGHTING TO BE
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HUBBELL LIGHTING WALL MOUNTED
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DELTA = 10'51'54"
TANGENT = 11269'
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CHORD = N 6-l" 13' 29" E
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OF CREDIT SHALL BE O 0 1
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FOR THE REPLACEMENT OF ,� � � � J
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THE WHEEL STOPS WITH CCz ; 6 O .�-a I
SHOULD THE PARKING LOTf
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EXPANSION NOT OCCUR
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WITHIN 2 YEARS OF �, ��
PROVIDE POSITIVE f OCCUPANCY. THE AMOUt4T MZ �� o
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THE BUILDING MOUNTED SIGN
AND ALL OTHER SIGNS SHALL
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CONFORM TO THE
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FROM BUILDING ;
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REQUIREMENTS FOUND IN THE
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NOTE:
ALL PROPOSED UTILITIES
140' / g' 84 �s I PROP.Vill
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SHALL BE LOCATED
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UNDERGROUND.
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LOADING 5 PACE (TYP.) 12+11.19 Wn„1 ttAtt 6PROP_ GATE VALVE n z�>�tE (1' I
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PROP. W,4t�iE�••�IOUSE _ 6 2:1 SLOPE a b 12'x20' GONG. DUMPSTE i � I
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N/F C)44RLES RICKETTS
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GFA = 21, -
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RadiaHEIGHT
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215
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= 1P' EACH SI E ;
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\ \ GARAGE 9 � ! EP � - i
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curb112'xl2'
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Off, 031162EXTERPOR
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APPROX. LIMIT OF ,9 i
PARKING LOT `� j1� (//ys)
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- SB3 83 s! EXPANSION (CURB LINE) Q i ;� \
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to be as
shown on plans
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ONAL
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SEW. LAT. TAP ii
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BY FCSA O
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86 3 843 �," Q
85 41 �U i
d LIGHTING (TYP),. Tw,�
0 82 C(' A ry
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street
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a{ppraa h Same �, I'
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28.5'-4" PVC, SDR 21
DOOR Qi •\ v
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TEMP_ WHEEL STOPS 0 \
� � UNTIL SUCH TIME THAT �l/
sutfacingg as main line oLD
roadway n m = U
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f' f SAN. LAT. 2.0$�0 ",
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W PARKING LOT 15 EXPANDED.
'° 11 tf +g /i` A
ROP- a" W/M 11 8 " " PROVIDE 1" SPACING BETWEEN ,' Q �r� ��
0
Expansion Joint
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PROF. GATE VAL1(E , WHEEL STOPS- (SEE ABOVE NOTE)
a � PROP. 1 " U)fM - 24
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Main line roadway
NON' r as
shtdth own on ,typi al osec on.
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HALF PLAN
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( Curb
Main line Roadway \,
C:urb^ of Side Street
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SIGN MOUNTED GFA = 4;480 1 0_ w Q' f
DEPRESSED• CURB E
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When used m cool --lion with Stondord CG- 3
or CG- ire curb face on this Standard is to oe
adjusted to motto Ine mountoole curb configuration
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HEIGHT = 18' WHEELSTQPS (SEE Q
140' �` DETg1L SHT. 4) g� PROF':`SWM l i
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SECTION A -A
1 -'� I i 1 1 Q1 e '"DRT POND ,''r^1
Ir 82
!i Sl SIAfi1ESE CONN `�
SPECIFlCATION
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1 is I 1 18.5 r N.C. PARKING SIGNS I�SE=679.8 t
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:..: :. ..., , GATE V /� '`
STANDARD CONNECTIONET INTERSECTIONS
REFERENCE FOR STREET
VIRGINIA DEPARTMENT
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TRANSPORTATION TAT ION I 03 C.
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4, The boltam of curb
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gWlar may a canstruc Nd
parallel to the slope of sub-
sarfoct courses provided aLLI
depth of T is
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This be
minimum
mmntolr,ed
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L" 84 a \ 685t I
area may
concreteIts
at the opt 'on of the contractor
design speed 40 MPH or less
culrb is to be nd45et�.PH
Hale. coax (c gutter
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^^• 25 ' ``'ti. _. + �' -' --�`'
on Rural highways aThis
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less in developed urban 9 suburban
of soo'ar kaa (atorq of crb)r ii
less
/ `'- .•,...
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-,,,_ ��688 _
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X 88' w x 885 I � � �
it
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TREEA
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areas.
bar paid for as radial canbu,ation curb B
gu ter.
mildly M rec n
Tlua d.m Y precast a call Olou.
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S Y 7 47'41"
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LU ' o, ""`` l✓• 402' _ lRS r� ,�r`' ' �` •; w REMOVED 1 t4 r X Z
Cpxnt. to be Goas n la:e
A3 d cast D ,
4000PSI if pr icast.
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INDEPENDENCE DRIVE RTE. 12t ovED srD F►vrR4 -; _� -� :.kr
— — — NCE �._...7��J \ \ �i ,�'_ ,
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60 RIGHT-OF-WAY — ! �,�: �"-- _-_.__._•`
REFERENCE OMBINATION
_
IC5
502
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6 CURB B GUTTER
VIRGWIA DEPARTMENT
TRANSPORTATION 201 3
1
_
PROP. 12 "x8" TAP - - ��'''e
DIts-.S. 895 PG. 101 _ � -- � _ g 411 `
POSTED SPEED 35 M.P.N. BY FCSA�50 _ �' -`; a f /
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- - - I - -
DISTANc
- - - -_ — _ _ _ _ - NICE - `�- __ -
,�` `��.��
DATE: JUNE
1999
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DESIGNED
BY. MSS
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rl`1 64-A-/.59F R L.C. .,y �` "- - -_• � `.` � - �Y
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30 15 0 30 60
JOB
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SCALE: 1" = 30'
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METER BOX and COVER
METER BOX (see Note) METER BOX COVER PIPE INLET PROTECTION STONE CONSTRUCTION ENTRANCE
CD
as ench width18 in. D'a. Non-TrafficM32C-PW biI t Dom✓ �
Traffic A32HH - T Z
6 d'a. schedule 40 ': ` I taora sw z ENDWALL
• '�...' steel pipe felled with 3 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RYL-1-T (Top Lid) coat iron dswnout cop with bran plug
10, MM.
Traffic MC-30 Frame WITH RML-12-T T Lis R Naviny a countersunk are hood
concrete find panted (Frame) (� ) Pon. Model PA45V- 4
yellow I7' j Na square (7 - ® EXISTING
v� I 9 Note: 1 2" thick of ethelene plastic 30' deep Pans Model PA6sv-CSK (6") ' TOE OF FILL A
21 / P Y P P PAVEMENT
(vertical crush strength shall exceed 3000 pounds) finished rade CULVERT 3'
treated top 6 pax ed blue
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18 dia.
1 6-I
concrete '
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encasement `::,,'.;. {, `3r-._...• Ater over X. mug. (OPTIONAL)
set 2" atxwe a x•• "� J FILTER CLOT 6' MIN OUNTABLE
rnacrote 1'-6" x 6' fin. grade prior aquae concrete skid pad gataad Der qs BERM OPTIONAL
�' varies o9 required to sodding 'B" 20'x 20'x 12" dssprr�
concrete
SIDE ELEVATION
thrust block BOLLARD DETAIL t corporation j t r~� ,rawrrr —
t s� 18"-21" eter by F.C.S aggregate base TheP 3• stone bedding meter box (nth 3•) 7 E 1R�D
surrounding box I I � 10' MIN.
an b check valve deonou pipe - _-.-- IY W
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direction of setting to be approved prior to installation sew ry� 8'min. levdve rich drag valve I"7w
B (OPTWASIC ) 10' MIN � cc to
odjfrstaox valve 1 _
box 136• min. (Ype K copper pwor 1rr a -_ MR 1 > 00
;. tubing, continuous �:.
•�_ ___ concrete 1'-6" x 6• I without pI'nis from 2 ft. j -• ..- i toJr w , EXIST < 0 (13 �
pod s0. �p water main of meter ye 45 i2' MIN CO
r locator Yoke
r main 6' stone bedding a PAVEMENT 3 D CO In
2• min. - 6" max. to main METER SETTING PARTS transition to meter �s q S
yoke alll�e ;:0 . , _ .. -_�.,,... ?, TOE OF FILL :1
7t.;�f
setbn as rodline meter angb thick ex ns on g _ h. INAGE -
ze Iwll wtbd urb k er �.... ,•:k:.: ....... �.... SILT FENCE . .— a• YOI• valve valve c�o TO�SEDIMENT3� guff 4:.._ . _ ^..�e.�,.,...,,..�,' ....�� � .� y -q•�r>10' MIN,':^ �'. '� VDOT el COURSE �' Cat
4- - '�' to
Y502 BA94-223W Fw1CA9 3231D-C EC 23
J/45/6.13/4 \. •y �;��'�'� tRAF'PINCs DEVICExN
1" - - EC 23 — 8" atme beddin 3/4" Y504 flA94 344W HFICJA4 323TD G g9t0
Yr {' lM T • MU5 FU WI TH OF
- EXTEND LL D.., eA94 ,,, ,-
�1'1• Y504 HHCA94 444TD-C EC kbd ywn0/ l o o N Wh IINGRESSL3 G'i
vake box . NOTE More en th of service lateral to exceeds 75'
+r' M - AND 55 OPERATION
to
r
`a o. y m 1 I
EGRE OPERA
o also ty li oasis b she ba / •i= umbhtd of the
_ a Y
yl
_AN W PL E
�R-2g .rt tin.. vw _ ... N
locator INSTALLATION NOTES: Drop Y mDria#ra grad.
Deg _ sidewalk::_;;:
1. Exact location of meter box assembly thrust 18" to 2,• b U Q
rr 9a 8•x 8"x 16" sold bkxdc '.1 r to Qi
block to be approved prior to installation. // •-1 �+
(for rows; 12' and lager) 2. Water service crossing street shall be o o _e .•-, �,
encased in 2" d'a. SCH40 PVC or M s i •. ; '
`'", { r.•• '`� SDR 1 p The pipin hag run from
ice PPrX ` "4 I2' MIN.
'i..•!.�:.:.., �. 2 fPa9 n 3/4 t K F
' g s om
one foot Ifeyord sidewalk, across the co r to 'w 'n
• LOW
.: copper
3" MIN
tx;•.rt L.A..
street, to one foot beyond sidewalk. single meter 1•x3/4• wye DISTANCE IS 6' MIN, IF FLOW IS TOWARD EMBANKMENT 3" MIN.
.� i�'� �i+" mechanical joint installation EeD-331
swivel tee with DUAL METER INSTALLATION
6" branch j�
5/8", 3/4" & 1 " METER INSTALLATION SEWER CLEANOUT TEMPORARI' D I VER5ION D IKE I FILTER CLOT14,. a
a�
GATE VALVE Figure 5 Figure 17 C
FIRE HYDRANT ASSEMBLY 9 g SE TION A -A
Figure 8 AMENDMENT NO. 2 - APRIL 1997 GRAVITY SEWER SERVICE LATERAL p �
Figure 9 AMENDMENT NO. 3 - OCTOBER 1998 Figure 15
0
1 oow s1,u b fol ff drwn
laic 10 or lvn n for Il�� PAVEMENT COMPACTED SOIL i
D� pad
rrrnno or nAf fdpN CC
COfN.Yete CaK'fete
181x 18x 6 deep 24"x 24x 6 deep J a Pm nttfoNe wive ors+revNe. — __ 2' CURB CUT
(MIN l,rtrbr Jdr+ -- --._- - ----------------
CC
varies 2' mil. Ir xnrl by Nl .,yor, J'Ylr\
a flog his (Cry- Ilrr CC rY Vm ld,h sfdr,•df Craver r'/1• :., �..,. o _ .
----- 1 1 _P%- r b- Srde.on Sfoct �R=. .� _ ' 2'
-- - --- - 1 hrmr5fruis • R-2• . IS" MIAL
for. wldlA u1n (tvvfnruon Jdr,
( Ivor. Of, Uro tJGIZ 1 A REINFORCED CONCREi�
Stela oft a / n a SEI.^.TION B-B DRAIN SPACE
2" sodde service raadray box—� blast-off s dn.al Sra� `�� _ _ 6 7
hyraant ---- _ _ = FLOW y Est-�m2
l i t'tCAL N.I E IINAl f. RNYAL P(AN �- - _ f•-1
2 cap. stop y � 6 - l _6-- FOR 115f AT A^PIAAAIE s1RECr O
LO1p"g �• _ Rp�t„�ercc (pNNECfpNSAYDCVUNERCIN •if CT,t/Cftraffic l oTsPEc. =1II-III-III=III=III=II1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1= SILT FENCE INSTALLATION
copper 2" coup65 2- type K �Ir� cw 111,J fNrnAkYfS. Asa daAt fC IJf $eel I21J,b� t
RADIAL PL Ml cP� 414.03, CL. I, �=1 � �_� � �_� � 1=1 � 1=1 � 1=1 � 1=1 � 1=� � 1=1 � �=1 � 1=1 � 1=1 � �=1 � 1=� � �_ >
2" type K °opPer % TYPE A -III III III III III III III III III III III III III I I I
: ^y Y n / / / I. SET THE STAKES 2. EXCAVATE A 4" x 4" LIRE O (�
45' MIN I UP5LOPE ALONG THE LINE OF STAKES,
�(bl,rrcctl6 And PE PPER DETAIL
standard beddi (J �- NOT TO SCALE
water main ?• valve curb stop with \ 8x 8x 16" vac. helm7,�
C ?. ^ o'oo
said black Sfen vn ais
2" square opefaling nut .'. ► �_� `\ o '
sane 'Al uorrm,m (f�
Note : In traffic area blow -off hydrant to be set under manhole frame and cover. --- - `, y
SET TREE LEVEL AND PLUMB --STRAIGHTEN
Ltd., --
manhole '
trams and cover n �(-_1 TANGENT PLMI `sic ��` ISOMETRIC
(cover labeled water) - manhole adjustment VIEW t AFTER SETTLEMENT16OFRIF REQUIRED. SET TREE
WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED
rinl
g 1
6• stone bedding
_ Or wrore Srd,CG 1 CC f It wed. NOTES , 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE
f- f if the minflum a,rb rV it Hour to to loss A 3 Q sir f loll A, r/ ecv$Rwf Ili sdprysl rand w of ENCASE WIRE AROUND TId.NCK IN BLACK TO STAKES AND EXTEND IT EXCAVATED °.TOIL. Q
- 3fds•dls ked - rtgvlre rvi to d afalve wnrrtrV nfrioce c"I y �to a if ,a wrdrh d �a romso floor (romp tia. rny�e RUBBER HO°sE. SECURE AT HEIGHT ABOVE
fwlth a without hA,rr $frlpl =11 o 12t skao promisor cost In dart). Ili d✓actable warning DMtl br prcvtdtd Dy on forwad agprepdfe FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE INTO THE TRENCH.
BLOW -OFF HYDRANT Srd.CG z 16 — 1`� --- { tldfn norm ffauror rlcrd o rrpmlfrtne bare a 1zt.
Figure 10 b- CG 6 —S = - - flared sides of rv+b rorry to to [Anal naVIINco y with ropy rear or ty wfnp ems- REMOVE TOP 1/3 OF BURLAP AND CUT ROPE
11JJx Yot * ntlioNe cbnff,mitrl'I fort wun fW,td tar$. AND/OR REMOVE WIRE BASKET FROM BALL
• N ramp Iran is l�ecnfr,ntaf mfsr to Pwldee trr sha•dtorl q sfaad/drtrp flared
sides ron to rust 1n Noce offer Nncennt d Pswff ratty Ikxx. Pr ecwl cats Ili srou
4" REINFORCED CONCRETE to',of$ A-t. I II
rDtynf far BE USEU wRENr IIIC ENIRAN[E Y WIRE ell GAUGE
3000 PSI SECTION )i /1 nAIYICMNUT IrCOuuaOAlE I1K fUnNINC l4whel tort me to h Nbs a 6f+orsl I'csrw M cwvrr at" ton $loss of fro roan
nCrwrar.,mrs or ANTfcirArfn 1fr A7 trRCR, fhLr. Hal derrhd rarre boar. wfnsnr coxr Ne five• IVt•.
IIIArlIC. CG-roR DEPRESSED CsUTTER
4" SUBBASE (21-A STONE) CwD ronw %Into nysfrrrsl onl Ford for of she Orriocf vndltrlcef for 14d.ordfc Csvrd
'S x tIoath o 1 cc co-, pro Sldewvlf and E,Fnsed opprog,de sfda aff.coW09Inpace. 2" DOUBLE SHREDDED HARDWOOD I I MICHAEL KLE y
!Vr rdf.AsNe Cmstrlxrlon
WIDTH VARIES -Stem I2wVa-tn m Jdrt C,eh/cn.D and pilfer skre borolffnu od/ocat to anti ro ri are hrkdrd In tenor+
rNl Ilse m,y to for ar,D1m,15 ens P'(W. 3" SOIL SAUCER S,}f
o•e�,4o _,.,..,rnr•^'^Y"'w"'m"'' Fvaroft or rvfl In gas. wtel used In rm/u.tilm with sfardard CV tr CO Y. rh awD /law m frJf slardord If LIC IV NO•
SEE SITE PLAN to be od/usfed to n yfch Ifw , ,nsot+e cv b eevtlpnmlm _ 3 STAKES SHEET FLOW INSTALLATION �O� 031162 �W
SECTION 8-B mAlnfllbfe #first 11 defied o1 o cofha,a,a CLrb nand are to to kcdtod of frwn an fro rvdru or of dlrMeal it Ira ErVtraer.
urf.Nstructsd. statist firm and $,to rrsfllort trey wit to be Pafdod of htersr+-fit" rtr.e•er on ocrefsotre rate ■ wfrnn Its ,ruff a BACKFILL (PERSPECTIVE VIEW) �1
4u - .' _° - . , • ,. - �o'—�o�' Ilmnf d Erfrerd r'pgr post frdewn lMn Cbnecflrq Off ales llNe dnrbtf of a wq d o Nohroy rah+ry erbfse$ a MD rtpard'leii d rWW $ldewa,t I$ 1, ffrV, r
A.� (mil,ly frufcon fs oM"I`mf•w+wed tnd prys+red a nvle rlffM 1 ivy mry h d/lN Iron [Riatlrlon erns s+onf of Irtwn an pool
° ♦ Irv. , rr+ Mt whim of slde.vo a aldr..alt ,, d tv maw won nwrrti b,"t,a ors. a n1 ens-1 f % ft. C ghno.bd J",fd r.+h lorwixf tdtro Wfda rhr Nref. STRIPED AREA —) I — — — LIGHTLY COMPACTED SETTLING MOUND ss �NAL
trot. f tsff Iron r E.rfllrq llgrem es.ffre ftd,onds.drop IndexHC.-Ilioflo dfact pf c ls•t.
4' sncec$Iv#
_ _ _ _ _ CURB RAMP I�'�'�E
tilt Ifs KI
_�I I _ _ _ (PERSONS WITH MOBILITY IMPAIRMENTS) sot TYPICAL PLANTING DETAIL-- EVERGREEN TREES \a
II —III —III —I I 20J 09 --- - _ vgi GIIAA DEVMIIsCIU OF III ldISPUn LAIIUN - -
COMPACTED SUBGRADE ntllsed J 75 96 (NOT TO SCALE)
-LOW
(W5a DENSITY) A f
CONCRETE SIDEl�J/4LK DETAIL. HANDICAPP D
RUBBER HOSE I
(NOT TO SCALE) SYMBOLS $' GUY WIRE 012 GAUGE - - - -
POINIT A SHOULD BE HIGHER THAN POINT B. 1A
TURNBUCKLE
EXPANSION JOINT FLUSH GRADE TO MEET
TREE WRAP WITH 5fDk OVERLAP DR141NAGEWAY INSTALLATION
ADA STANDARDS 8' VAN ACCESSIBLE SPACE
PLAZA OR SIDEWALK. 5' FOR REGULAR SPACE FLAGGING TAPE ON EACH WIRE -300 (FRONT ELEVATION)
ASPHALT PVMT. Eeo
2" DOUBLE SHREDDED HARDWOOD CZ
MULCH/3" SAUCER PLACE TOP 1/5"OF
I�ANDICAPPED PARKING DETAIL_ ROOTBA-LA50VEFINISH GRADE TEMPORARI' SEDIMENT TRAP o
a.._ 4 , R NTS.
�' -6 t ; . •• • ' .' 3 STAKES
•• . y
is .. • I — —I I BACf�ILL ~
_ ROOTBALL-REMOVE TOP 1/3 OF I' VARIE
> - — BURLAP AND CUT ROPE AND/OR r-1
SUBBASE I II I II ( I I I II I I- =1 �
�� A 9 — — REMOVE WIRE BASKET FROM BALL ORIGINAL RIPRAP F�-I E-I
1c I I— —_ —_ ADO �=1 I I=1 � I I = = I I =— GROUND VARIES- GLASS I Z
cJ I I o WIRE MESH REINFORCINCs VD.O.T. •'.. ' . ; °i 1 I 1=III=I I III=III = I=III= LIGHTLY COMPACTED SETTLING MOUND ELEVATION Imo, w
—III—III—� I III ROAD AND BRIDGE STANDARDS SECTION 301.04 — — ,�
(� 81� a: • ', .. °� ' .: . • 53" -III-III-I I -I I i-III-III- ,� Q o
`° .�'. I 'll! I I —I I I-1 I I —I 1 I-1 1 1—I 11 1 1 1-1 1 I —I 1I-
rn COMPACTED SUBGRADE 6" , .- ;. ,. r.: 1 ' ; 61 GU YDIAGRE
°,.. VARIE5•
•_ .
rn (W9 DENSITY) � r T' 4" VARIES 4"
r, CLASS A-3 CONCRETE W
S" BASE 21-A 61 CU. YDJACRI= 4' MAX. W w W w
C\J(EXCAAVATED) FILTER CLOTH
COMPACTED SUBGRADE 16 A 16" TYPICAL PLANTING DETAIL-- TREES OVER 2-U211 CALIPER COARSE ELEVATION r--1
CCG_(OR DEPRESSED DETAIL GROUINID
(COMPACTED TO T, DENSITY AT OPTIMUM (NOT TO SCALE) AGGREGATE,
�-, MOISTURE CONTENT, VDOT BTM-I METHOD) �1
�Q
(NOT TO SCALE) ° 53" " CRtOSS SECTION OF OUTLET W
2 -24 eb KEBABS
FOR WHEEL STOP `�
NOTES. THICKNESS OF SUBBASE IS THE SAME I I t-I
AS THE REMAINING PAVEMENT SECTION TRA51'-t DUI IPSTER FAD
L` CONCRETE TO BE CLASS A3 IF CAST IN PLACE, (NOT TO SCALE) u
QI P6I-4000 IF PRECAST. SECTION A -A E--1
3 FILTER CLOTH U�
6 x DRAINAGE AREA
LENGTH IN FEE)
WHEEL STOP DETAIL DI pI1ON (IN AC.)
rn I"X4"X4'-6" SLATS, 2-FINI5H NAIL AT NOT TO SCALE
r�
iTOP AND BOTTOM „ CLASS I RIPRAP
of 2 "X4"X4' BEAMS, TOE NAIL TO P05T
rc,
CD
ON51TE T"I" FICAL PAVE1" IENT SECTION ON51TE T"rFICAL PAVE --ENT SECTIONA
NOT TO SCALE NOT TO SCALE N E to V' ' 11 ', 1 1,' 1'' l l 1 �
w rn - in ' ' I r
4"x4"xa' Posts @ NEAY�' P/4YE1"f ENT SECT ION L ICI -IT Pf4UE1`�ENT SECT ION PAVEMENT '
SECTION
a CD
1S SM-12SA SURFACE COURSE 2" SM-12.9A SURFACE COURSE�-
311 BM-25.0 BASE COURSE 6" SUBBASE VDOT STD. GR-21A xCAVATED
M NOTES: 8 SUBBASE VDOT STD. GR-21A — — — — — — — AREA DATE: JUNE 1999
�' T _ _ _ _ _ _ _ _ _ _ _ = COMPACTED SUEiCsRADE COARSE AGGREGATE
1. PRESERVATIVE STAIN ON ALL WOOD. =1I I—III=1I I III I I I —I I I —III —III —III coMPACTED suBGRADE III III —III —III —III III III III II II
COLOR TO MATCH THAT OF BLDG. — — = 1-1 I 1-1 I 1-111-1 I 1—III-1 I 1-111—III-1 (COMPACTED TO'55% DENSITY OUT LET l PE
- 0 rr - I=1I 1=1I 1=1 1=1 1=1 1=1 1=1 1=1 1=T (COMPACTED TO 95ga DENSITY
3 AT OPTIMUM MOISTURE CONTENTD RSPECTIYE VIEW) SCALE: AS SHOWN
2. FINISHED SIDE OF FENCE SHALL FACE I I AT OPTIMUM M015TURE CONTENT VDOT VTM-I METHOD) L IGHT
m ADJOINING PROPERTY, IF APPLICABLE. o I VDOT 1/TM-1 METHOD) PAVEj'jENT EbD-3a •"COARSE: AGGREGATE SHALL BE VDOT 05, 0351 OR 5
Cu COMPACTED GRAVEL = =1 = - �o �� _
SECTION DESIGNED BY: MSS
°D WOOD FENCE DETAIL PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST JOB NO. 2389
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
FOR BOTH DUMP5TER ENCLOSURE AND PERIMETER FENC INCx PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
i SHEET 4 OF 5
NOT TO SCALE PVMTSECT PIAITSECT
X
CD
r-,
U
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6
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0
EROSION AND SED I1" 1ENT CONTROL NARRATIVE.
ERG51ON/5ED I1" PENT CONfiRflL -LEGEND... .
1 1 1 PROJECT DESCRIPTION
NQ. KEY DESCRIPTION
THE PROPERTY IS LOCATED IN THE WESTVIEW BUSINESS CENTRE, FREDERICK COUNTY, APPROXIMATELY 2.4 MILES
TEMPORARY GRAVEL CONSTRUCTION
3@2 cE N WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE V. THE SITE AREA IS 5..0 ACRES OF WHICHLLI
` } �E~APPROXIMATELY 3.8 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE
305 SILT FENCE O "�—� �- ,. CONSTRUCTION OF 4,480 SF OF OFFICE SPACE AND 21,000 SF OF WAREHOUSE SPACE WITH TWO LOADING DOCKS
'--I-
-- AND AN AT GRADE GARAGE ENTRANCE INTO THE WAREHOUSE. THIS SITE IS LOCATED ADJACENT TO LOT 5 OF THEi
3.07 1F' STOW DRAIN INLET PROTECTTCN_ , BUSINESS PARK WHICH IN THE FINAL PHASES OF CONSTRUCTION FOR A SIMILAR FACILITY.
',..3� DD}_TEMPORARY DIVERSION DIKE
EXISTING 51TE CONDITIONS Z
` l 3.1m TEMPORARY FALL DIVER510N THE SITE IS CURRENTLY VACANT AND CONSISTS OF OPEN GRASSED AREAS AND ROLLING HILLS. THERE ARE W o
/ -- ?�` STREET TREES LOCATED ALONG INDEPENDENCE DRIVE. SLOPES RANGE FROM I TO 10 PERCENT THROUGHOUT THE co00___-- � ,, �DIVERSION PROPERTY. THERE ARE EXISTING CULVERTS AT THE EAST AND WEST ENDS OF THE FRONT BOUNDARY LINE THAT � c�i 't
CONVEY RUNOFF UNDER INDEPENDENCE DRIVE AND THROUGH THE BUSINESS PARK. STORMWATER MANAGEMENT
3.13 ST �t � TEMPORARY SEDIMENT TRAP a a0
FROM LOT 5 UTILIZED A CULVERT AND THE LOW LYING AREA BETWEEN THE TWO LOTS. c�2
CO
3.18 O ;, � OUTLET PROTECTION � � � 00 OI �
_ ! _ Cc�2
3zm cD--��---1--- CHECK DAMS } ADJACENT PROPERTI'
SODDING$ � �
} THE SITE IS BOUNDED BY RESIDENTIAL PROPERTY TO THE NORTHEAST, BUSINESS PROPERTY TO THE EAST, a) 1
i INDEPENDENCE DRIVE TO THE SOUTH, AND LIGHT INDUSTRIAL PROPERTY TO THE WEST AND NORTHWEST. b � o 0
rn
I I r �J / 338 TP p 0` 0 TREE PROTECTION L 0 aLo
LIMITS of CLEARING c cAADING EROSION AND SEDIMENT CONTROL MEASURES
AAO O DRAINAGE DIVIDES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES
�
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
CRITICAL SLOPE - CRITICALISLOPE TO BE SEEDED, MULCHED AND TACKED vIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCP).
WITHIN 14 DAYS AFTER START'OF GRADING, OR SODDED AND rEGGED WIT14IN rn
14 DAYS AFTER START a) 0
I ! ti J J Zit esLc,2 �. 1 STRUCTURAL MEASURES v a
A;7
A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM INDEPENDENCE DRIVE. RUNOFF FROM THE �' •� �
��,- `'- � 1 ,/ ; \ `- NOT FINISHED SIDE OF BOARD FENCE MUST FACE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT t0 THE ENTRANCE. w
ADJOJNING PROPERTY. 3 1'
CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 42" RCP AND 24" RCP CULVERTS LOCATED
TO THE EAST AND WEST OF THE FRONT BOUNDARY LINE AS A FIRST STEP MEASURE.
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. ~O
VEGETATIVE MEASURES
I I I w a lY
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS Z w
AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE OL
/ j �■ — — ,%, _� �- �� !1 APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN � p
�T I.
f / / DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED t0 ALL > p
AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS.ea
W a
TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FEMCE AND PROTECTED BY MULCH cn z
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. w w
I
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE T'O BE MACHINE -COMPACTED, SEEDED G
I / AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.55 GL
U
)
MANAGEMENT STRATEGIES m
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WALL BEGIN AND END AS QUICKLY AS m
q-} --- -=-�-- - -- f--- D } POSSIBLE. r
i=ROP. UJA HOUSE �10
tQ — `- I SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN rzRADING AND SHALL BE SEEDED AND
J, tl� ` } MULCHED IMMEDIATELY AFTER INSTALLATION. H 0
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION( AND MAINTENANCE OF ALL EROSION J
AND SEDIMENT CONTROL MEASURES.
Mi HAE S. STICKLEY
Cf=� �a AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ,.�
1-AR \ \ .A LIC NSE No.
` , I ,, DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL ��t� 031162
\ �; ...
f yLa( I p MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER: ANTICIPATED CONDITIONS. It IS THE SSIONAL
/------- - -- -- �, �_ - { } , CONTRACTORS RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO
J1 1r CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ,ACCORDING TO THE STANDARDS IN THE
1J ( 1I I I \ i( I \ \ t
---=-_-�_t � ` VESCH.
! I) _ � �, • a -_ �,.___ ; t 1 � �..__ MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE.
ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL
BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED). AREAS SHALL BE FERTILIZED AND
I / RESEEDED AS NEEDED.
4)
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50io TRAP EFFICIENCY AND DISPOSED OF BY
PROP. OtFfCE - =� P. , , ,
" i � , � ii f i � I � � � �' SPREADING ON SITE.
' FF w ��•8'�'O' \ ' ii I I I I r' 2' ' .,. -,.. 1 1 \ � �
�, \ � ` � f -_ ate.► � + 1 0 � � ..-� '" � ! ILW �
1 °��F ' = ''� J 1 I ' I GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUDUIP. IF THE GRAVEL IS CLOGGED BY w
iT I } Q c I i 1 SEDIMENT, It SHALL BE REMOVED AND CLEANED OR REPLACED. +--+ �= E
2- R ! } 1 0 PROP: SWM ` 1 Q O
DRY POND ' 1 1 } PERMANENT STABILIZATION z
l 1 ,r "� i lmo-YR 1
f ! \\ d-AL IL � 1 ,� / c W6E=679.8 ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PEIRMANENT SEEDING IMMEDIATELY � W [-
_ _ /f �-b _,______�__ r� i c 2+ R i, ( FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO ST,�ANDARD AND SPECIFICATION NO.3.32 OF � �
THE VESCH.
I ,fIL
I / -\ I- I ,/ INSTALL SED IMEN TR }, O W
+ { / -- i _ __— i _..w �' ! ,� `� 1 ;I STORMIUATER MANAGEMENT a U
{/ �,�� �,� A PHASE ONE DEVI w I
_! _ ^ 1 _ _ /t c j THE SITE HAS A NATURAL DRAINAGE DIVIDE RUNNING NORTHWEST TO SOUTIHEAST. THE WESTERN PORTION OF THE
- -_, AND I P/OP A PHAS J i, 1 0 U
_`` -._ / r �� 'SU�Q DEVICES ,° j SITE DRAINS INTO THE STORMWATER MANAGEMENT PONE) CONSTRUCTED WITH THE IMPROVEMENTS FOR LOT 5. THE A-' O U1 W
( -�- _.___ -_ -__ _-- _ 1 �� �� 1 �,f OQ' } } DESIGN OF THAT POND ACCOUNTED FOR THE PORTION OF THIS DEVELOPMENT T-IA7 DRAINS TO THE FACILITY. THE W W z w
\I / �Q I t COMPUTATIONS WERE VERIFIED AT THE TIME THIS PLAN WAS PREPARED. 7PE EASTERN PORTION OF THE SITE
W1 111,45}.� ( QNT Y IN TOWA S A CU TUN ER IN EPENDENGE DRIVE. IN THE SAME MANNER AS STORMWATER�CE , Ia 1 CURRENTLY DRA S TOWARDS CULVERT D D Z O p�
^ Ra,C{� (/ `� �c ` I �' } 1 MANAGEMENT WAS DEIGNED FOR LOT 5, THIS AREA WILL BE CREATED INTO A STORMWATER MANAGEMENT DRY O y W
;4&iT ' �` �� I f`� r �jJ)(j t 1 POND. A BERM AND 24" RCP WILL BE INSTALLED TO CONTROL RUNOFF ANgD DETAIN THE INCREASE IN PEAK FLOW Q
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(P ) ( r f \ cA \ } 1 ON -SITE. THE COMPUTATIONS WILL ACCOUNT FOR ALL ANTICIPATED FUTURE DEVELOPMENT WITHIN THE DRAINAGE W
V___...
AREA TO THIS FACILITY (SEE STORMWATER MANAGEMENT BOOKLET).
-
_ SEEDING NOTES: �r� �
V1
(DT% LC 1, 1. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4 . \ \ } 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE
=_ _�,__ L___-- _-__- _ ____ `_c_ ___ _ _ _ _ .' \ ', .; �► _______ OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE).
_F- _w�„p 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S(1000 LBS. PER ACRE).
I I EX. TREE TO REMAIN (TYP) — ` --� _. _ \ \
4. SEED MIX SHALL CONSIST OF rot% KENTUCKY 31 TALL FESUE AND 33% 5ERICEA LESPEDEZA
_ _INDEPENDENCE DRIVE RTE. 102 ' • — .�— _ __ ,f �` —ems.
,� ,�� � '� a 8 t � APPLIED At THE RATE OF 120 LBS. PER ACRE.
Its
60' RIGHT-OF-WAY 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
1 ` D.B. 895 PG. 101 �/ _ v�11 _\� �C' ,.-� _ 1 l\ I PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT /APPLIED AT A RATE
POSTED SPEED 35 M.P.P. OF 200 GALLONS PER ACRE.
LANDSCAPE SCHEDULE:
ABR QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPACING CONT. 10-YR, CANOPY
QR 14 QUERGUS RUBRUM NORTHERN RED OAK 2-1/2" CAL, AS SHOWN 545 200 SF DATE- JUNE 1999
GL 55 GLEDITSIA TRIAGONTP066PADEMA6TER LOCUS 1-1/2" CAL. 10, O.C. 54B 6CREENING
-
AR 3 ACER RUBRUM RED MAPLE 2-1/2" CASCALE 11L. AS SHOWN B4B 250 SF -
30
GF 3 GORNUS FLORIDA FLOWERING DOGWOOD 2-1/2" CAL. AS SHOWN 545 100 SF
TH 55 THUJA OCCIDENTALIS EMRLD. GREEN ARBORVITAE 4' HT, 10, O.G. 545 200 SF DESIGNED BY: MSS
30 15 0 30 ro0
-t- G T �I I 1�I I t I }� I C, t� I I I TA 48 TAXUS CUSPIDATA JAPANESE YEW 3' PT. 3' O.C. B4B SCREENING JOB NO. 2389
SCALE: 1" = 30' l i 4 1 J SSE E I POF E FO5 I O' ~ AND &E D I I I E I � I G OI T F \OL AND LANE' vCA I I I Gz OI L � I CL 55 CUPRE650CYPARI5 LEYLAND CYPRESS 4' HT. 10, O.G. 545 SCREENING
LEYLANDII SHEET 5 OF 5
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GENERAL NOTES
VD0T GENERAL NOTES
LEGEND
VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR -- - -- ----
-- -._. _332 _,_ - - ._... - -
SCALE 1 "= 2000'
�
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR "' ~--
330
W
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
W
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT ____.. _._._..- .__.____
EXE�._-.__ �_._ _..�� ___.,_.
Z
must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
�
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER ---= .---=
EX GdG
-___ . Y - -____ _ -_- _ __ _ -
CITY OF
Z
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROP C4G
WINCNE5TER
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
W
os
O 00
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
V3.
When workingon VDOT ri ht-of-wa all traffic control, whether
right-of-way, permanent or temporary,
P P y
CCs-6
TRANS. CG-6R
`ti
��
�
�
State law.
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R:PW
��
required under
"A
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C.
( )
EXISTING TELEPHONE LINE -----
----x- ---
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5.
The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held
y b' P
..
�
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
T
I rn
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EX. 15" RCP
Ai�j/�o
Z
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER �� t4
�� ----- _ _ vw .
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
15 RCP
��„
b a; I
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
ip
o
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
a) X
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
LO i�
. e E- r-+
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
- WESTVIEW 5USINESS
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE _
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
��� ,�
CENTRE
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED ELECTRIC SERVICE
►r-
o
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE---.--_____.�-_A_
-__._�_
`- �
M� p
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than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner.
q P P P Y y g g PP y
inspection.
a
PROPOSED GAS LINE G
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE o��
-_®
UJinchest �
1L O
Airport
�
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE ` `"'�'°°
`°`' """� '°'�`
Victory Lane
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
access to other properties affected by this project shall be maintained
""`
"`�°
/p-1
eFurthermore,
,6
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
EXISTING FENCELINE----�`-------'^----X------�----=�----�---�------�---�---�`----
�r�
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
�a_.
'Pq, S f TE
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
EXISTING TELEPHONE POLE
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE •-� -�--
- - - ---
Inde endenee Drive
p
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE
WIT! V
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condition at all times.
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14.
' Notification shall be given to the appropriate utilit coman prior to construction of water and/or sanitary
g y company P /
Vll.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
0
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROJECT INFORMATION
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
®
PARCEL IDENTIFICATI❑N NO, TAX MAP 64 ((A)) 159N FAIR, CALCULATI❑NS:
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
STREET ADDRESS REQUIRED:
1.0 TOTAL
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER �"
TOTAL AREA: 5.00 ACRES
PROVIDED,
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6" lifts to 95% of theoretical maximum density as determined b
P y y
STOP SIGN
�.
PROJECT AREA; 220 ACRES
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
P g Y g g
DISTURBED AREA. 3.80 ACRES 0.50 AC. BLDG./5.00 AC. = 0.12
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 29� of optimum moisture for the full width
HANDICAP RAMP (CG-12)
` �+� _ -%
- '�
CURRENT Z❑NING: M-I
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
CURRENT USE: VACANT GROSS FLOOR AREA
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 AND/OR JURISDICTIONAL
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
STANDARD RAMP CONSTRUCTION
=
PROPOSED Z❑NING: N/A WAREHOUSE 21,000 SF
final VDOT approval.
PARKING INDICATOR
PR❑P❑SED USE: PRINTING/PUBLISNING OFFICE = 4,480 SF
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
g g P P P P
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
12
TOTAL = 25,480 SF
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must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
Q
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
BUILDING SETBACKS:.REQUIRED PROVIDED SIGNS: PLACED ON BUILDING
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
FRONT: '15, `JS-0' OUTDOOR LIGHTNING: PLACED ON BUILDING
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING
SIDE; 25' 28.5'
shall meet VDOT minimum design standards and is the developer's responsibility.
�
REAR. 25' 16�32' OUTDOOR STORAGE, NO OUTDOOR STORAGE
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
PROPOSED
PARKING SETBACKS
in accordance with state law. In the event ravesites are discovered during construction, the owner and
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V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
FRONT, 2S, 25'
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
4
SIDE 5 24.8 BUILDING HEIGHT
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
acceptance of work. Unit and total prices may be obscured.
?
REAR: 5' 261`
MAXIMUM = 60'
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
EXISTING STREET LIGHT
-t` -
PROP. HEIGHT = IS'
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
�.
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
b b i receivable basis.
accountPROPOSED
STREET NAME SIGN
+
LANDSCAPE CALCULATI❑NS
professional engineer and results submitted to Frederick County prior to pavement construction. If a
1
LANDSCAPED AREA-
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
PROPOSED SANITARY LATERAL CLEANOUT
REQUIRED: 25% LOT AREA = 54,450 SF PARKING CALCULATIONS
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE IDENTIFIER
O
PROVIDED: 96,190 SF REQUIRED:
in
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
OFFICE,• 1 SPACE/250 5F
cc
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
j2UJ
INTERIOR REQUIRED: INTERIOR PROVIDED: `1,4&0 SF/250 SF = 18 SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
1 SHADE TREE PER 10 SPACES 8 SHADE TREES
IMc0
WAREHOUSE: I SPACE/EMPLOYEE
73 SPACES/10 SPACES = i TREES GREEN AREA = 1,o74>p
UTILITY CONTA CTS
FIRE MARSHALL'S NOTE
EASEMENT LINE -
_ _ _ _ _ _
GREEN AREA 5ro OF PARKING LOT 50 EMPLOYEES = 50 SPACES
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=
CENTERLINE
EXISTING SPOT ELEVATION
12-0
F % OF PARKING LOT = 1,288* TOTAL REQUIRED = 68 SPACES
PROVIDED:
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Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and signage:
P.O. Box 1877
PROPOSED SPOT ELEVATION
5
X 12
13 SPACES
PERIMETER REQUIRED: PERIMETER PROVIDED:1_.
124, U �.,;
Winchester, VA. 22604
Any
No Parking signs and yellow painted curb locations will be installed
1 SHADE TREE PER 40' OF PARKING LOT 18 SHADE TREES
W
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(540) 868-1061
by field inspection at the direction of the Fire Marshall's Office.
EXISTING TREE DRIP LINE s-
�- -{ ^� -�� -'
PERIMETER = 112'/40' = 16 TREES (INCLUDES 6 HANDICAP SPACES REQUIRED:am
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Phone: Bell -Atlantic
^�
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A
8 EX. TREES - 6 TO REMAIN EXISTING TREES) PER ADA = 5 SPACES
�
EXISTING TREE y_- ✓
15 OAK � ,
fff`� 15" PINE
ADD'L PERIMETER REQUIRED = 12 TREES 3' EVERGREEN HEDGE HANDICAP SPACES PROVIDED:
P.O. Box 17398
Baltimore, MD 21297
APPROVAL BLOCK
�^
3' BARRIER BETWEEN R/W AND PARKING LOT
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(301) 954-6282
OAK
PROPOSED TREE
PINE
(1 VAN ACCESS BE E SPACE)
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Power: Allegheny Power MISS UTILITY 1-800-257-7777
t--II'p = rLAN
]NOTE: TWO TRUCK DOCKS PROVIDED
AND ONE
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P.O. Box 1458
Hagerstown, MD 21741
APPROVED
BY THE ZONING ADMINISTRATOR i.: �" 1, nr
DRIVE-IN DOOR PROVIDED.
Q
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1-800-654-3317
Gas: Shenandoah Gas Co.
g�3� �9
INSPECTIONS DEPARTMENT NOTE-
1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE 51UILDING CODE AND SECTIONS 304
Z
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P.O. Box 2400
�it/�.�cc�t�`
AND 311, USE GROUPS B (BUSINESS) AND 5 (STORAGE) OF THE BOCA NIATIONAL BUILDING CODE 1996.
0
OTHER CODES THAT APPLY ARE CABO A111.1-92 ACCESSIBLE AND UStiABLE FACILITIES.
U)
Winchester, VA 22604
(540) 869-1111
M THE BUILDING SHALL COMPLY WITH
2. ALL REQUIRED EGRE55 FF:A.D.A.
W
SIGNATURE DATE
3. USE GROUP F-1, CONSTRUCTION TYPE 2C.
FCSA CONSTRUCTION NOTES
TRIP GENERATION DATA
FREDERICt1' COUNTY COVER SHEET
4
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
71,c.11
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
CLASS
USE
GROSS SF
NO. OF EMPLOYEES
TRIP RATE
VPD
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
EY
ICHAE$�L((
Project Nave
Project Number;
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
710
GEN. OFFICE
4,480
1/24.39 SF
184
.I
W0
LICEI�9E� No.
I I I j I I j j�
l� I N fi� T I I �l TEfRS
2389
AUTHORITY'S INSPECTOR.
150
WAREHOUSE
50
3.89/EMPLOYEE
194
, 031162 �'
0.,{�cS'S, �
Magisterial District:
Date of Plan: (Month, Day, Year)
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
j®NAL
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
378
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
TOTAL
5;4A 1JNEE DISTRICT
JUNE 11, 1999
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
PROFESSIONAL SEAL & SIGNATURE
Owner:
Address, Including Zip Code & Telephone No,
11 S. GAMERON ST.
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
SHEET INDEX
GEORGE W., JR, 4 CAROLYN G. ('-;LAIZE WINCHESTIER, VA 22601
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
(540) 66;2-5058
DATE:
JUNE
1999
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
DESIGNED BY: M55
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
Developer. Address, Including Zip Code &Telephone No.
36 RICKE:TTS DRIVE
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST of THIS WORK.
1 COVER SHEET
IN THESE PLANS SHALL BE APPROVED BY
RICKETTS CONSTRUCTION WINCHESTER, VA 22601
CHECKED BY: M55
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
2 SITE PLAN
3 WATER MAIN PROFILES
THE ZONING ADMINISTRATOR PRIOR TO
(540) 66.2-4164
CONSTRUCTION.
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
4 DETAILS
5 LANDSCAPE AND ER05ION d SEDIMENT
JOB NO.
2389
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
CONTROL PLAN
151 WINDY' HILL LANE
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
GREENWAY
ENGINEERING WINCHESTER, VA 22602
(540) ro6,2-4185
SHEET
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/ ` -_ N01"E: TI-4ERE ARE NO STEEP C�
Ni S4 1UEL TR/PLETT % % I f T SLOPES, WOODLANDS, Z
1 t I t i f 1 to
LOT 7 , FLOODPLAINS, WETLANDS,
rM 64-A-159"O" Jl % ` l �` 1 ' N/F CxEOiCiE 111 JR / 1 r`: \ `�-- '� SINKHOLES, STREAMS,
/ 1 t I j I CAROL YN Cz. GL,4 lZE 1 1 W
D.B. 907 PCY. 1766 { / N/� (sECRCsE 1u). JR_ i! ` LOT 9 f
CAROL rN �. CzL,4/ZE `\ \ .. "� DRAINAGE UJA1'S OR OTHER W
i'" ,~ t ' TI'1 64-((1,4»-159R
USF: BUS1NEOO �` �, LOT;B ' SIGNIFICANT ENVIRONMENTAL z
FEATURES ON THIS SITE. _
� , � lit I ,' l`•
�, _-� '' ,Z�7IV�D: M- l � •' — USA 1!,4C,4NT , ...— `.,...
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.USF. VACANT I 28easses2 /' —� � W
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B= 5� 8�, O 00
K �
. <T' T-5' PARK r ! NOTE: �
IRS -3 _ i'" \ 1. FINAL LOCATION OF GG-12's TO BE
x.`,� /! N 54,�� DETERMINED BY VDOT FIELD INSPECTOR Q �
2. ENTRANCE TO BE BUILT TO MEET OR
EXCEED VDOT CG-11 STANDARDS. Z
xto C,2
3. EXTERIOR DOWNCAST LIGHTING TO BE 04
HUBBELL LIGHTING WALL MOUNTED [ �
NRG•-31X SERIES OR APPROVED EQUAL. a?
,n III +
e.
' -
Q) o
�
0
_ _ __ r `•, ' 1 VA rn rn CURVE NO. Iy
, 0 r Ilka an �.
RADIUS = 1,185.00' W
LOT GSA ARC = 224.11'
REVISED TALC PARCEL �= { DELTA = 10'51'5411
TM rD4-((A))-159N 0 cn O G rn � , TANGENT = 112.69
AREA = 5 00,E AC '�� ' �D s CHORD = N 6l' 13' 29" E
ZONE'. M _ I;NOTE: A BOND OR LETTER m 224.31' O
011 ----�--�. OF CREDIT SHALL BE t�
USE: V�4,CANT f PROVIDED BY THE OWNER OZ N 1 f
t F ,.i FOR THE REPLACEMENT OF CA �r + Z QC
--. ` "` � �' I THE WHEEL STOPS WITH CG46 �r ° i 8 I I O W
SHOULD THE PARKING LOT1 'm Rp I ' ' NOTE:
e 1
' ,/ ` EXPANSION NOT OCCUR m ` THE BUILDING MOUNTED SIGN
- - ,-_ - - i i I I / ? I WITHIN 2 YEARS OF �' `� I -� HA > 0
AND ALL OTHER SIGNS SHALL W O
Y�_ _------- ^- •, '� +'� t �,x .��;rr;!�r-1�'�i, E•��";*:r-_„ � ' i �` PROVIDE POSITIVE f OCCUPANCY. THE AMOUNT �2 Z � ; � ;' o-
DRAINAGE AWAY I I SHALL BE $1,890.00, fi fi ` ' 1 / CONFORM TO THE a
FROM BUILDING I I 1 REQUIREMENTS FOUND IN THE
-55 FREDERIC< COUNTY ZONING �Wn
w
x x (0 Sro p�rn
1 l ORD INANCE. }
22 815 f 8-19 $fig` m t 9 Sg4i �a I NOTE: (Y U
9 1 , —
a�1 140' $ t I PROF. 84 3 ALL PROPOSED UTILITIES 01
, - 'R BLOW -OFF ALVE m ZONE } —1 SHALL BE LOCATED E' m
1 l-8'x12' 840 12 x45 ,.r' l 13 81.19 10 y- 1
i Ex. ( i LOADI�' �— � _ _ , UNDERGROUND. Q
I 1 j ? LOADING -' 12+lf.19 PROP. GATE VALVE
i DOCKS s PACE (TYP.) W/M "A" 6 n Zo
��+00,Ii2
x 2:1 SLOPE , 6
it (L PROP. UJAfiE}-IOUS _
N/F Cf-1,4RLF`�' %'IGKFrrS 12 x20 CONC. DUMPSTE I ` LTg
` � X 83¢ 1'
G PR � IDE 2 � PAD W/ ENCLOSURE ,
rM 64',4-lr✓-9l"l. ( FF = 68$00 s�� (SEE DETAIL SHT. 4) O ; . 1 �t)cd
-- C CG-1_ i
I GFA = 21,100* ( Q CURB NOSE -DOWN �Y 1 /
L car-
' 6 f 9 ` t t \ Radial l
g , HEIGHT - i8' 12'xl2' G d' x EACH 6C�E l �% I \ curb an
1 DB:895 TY'Cz. 215 GARAGE �' I -__ ___.._. __--_ ` 0 i I
! \ �, MICH EL S. � ICKLEY y
__ �c g
9 DOOR s�9 � .� 1 EP � � � � '• 0 �'� 'I
USE: `'INDUS7Rl,4L ; i 8 I } 2 `h �� ry� �. I v �I a '(Ns No.
1 �� 684 V i\ / 1 9 I 1= EI
EMEI�G. EXIT i ! 2 / f ,v \ I I ^ ;I �031162 �w
APPROX. LIMIT OF r" *Radius to be asIa lEXTEIRiOR A/ � � � shown on PlansFUTURE PARKING LOT AL
DOWNCAST.
11 { 3 3 0 I A �
EXPANSION (CURB LINE) \ \ \ T
"- SEW. LAT. TAP _ ° LIGHTING (TY� .),_ 86 853 84 U i Q Pur
al
@ �
• :- ^ ., t BY FCSA ! ! ',� \ b ` \ DOOR 8�,. ;� r 524
2 ly TEMP. WHEEL STOPS 02 0� IVj
1 LOC.
28.5'-4" PVC SDR 21 `v tt tt UNTIL SUCH TIME THAT 14
f i , (TYPJ W II tl 10+00 PARKING LOT 15 EXPANDED. ' xC M ��
SAN. LAT. � 2.0 qo ! �f t
_f I ~ II 11 +88 W� I f IIA II II C \ O Expansion Joint
,._. ____.___ _____.-_. _---_ __ �__ ! Q PROF. S W/M PROVIDE I SPACING BETWEEN O �� Q
, - - ` I J PROP. GATE V,z i WHEEL STOPS. (SEE ABOVE NOTE) \�
P/C 6A,4'. L " '" l I t I r O PROP. 1" WA-124 i
Street capproach some
surfacirng as main line
roadwaly
— — --� s
� a
0
M++•""' ,6` f / r',f I I ( f j �a 0�� <r _/ Main line roadway
.r I E1�. r '.� .r�i4N- XV� ' ,Z �L/ Nota shown on Z al section
rJ 1 ! typical b 85� 85� 82 a f- 82'
`A r / ✓P 0,,d� ` width"B" O"or as HALF PLAN
r t �p' t k
w 4 U' 40;
It 1110 I ! PROP. OF =10E
z I ; cv - FF = 688 �0 `4 O (V } �1_l
f I i I N SIGN MOU' TED GFA =80 (L (L 4 (�( DEPRESSED CURB �9 -
j 1 jna TO BLDG. HEIGHT` = I8 WHEELSTQPS� (SEE W W '�
= 1 Jf PROP SWM
140' ( DET L� SHT. 4) 81 Q- �� r \
f.
' ' 1 REFERENCE
! ' I 820 87 20 g SIA1`'iESE CONN. Q ,'` `�' llama-YR sPEGIFlCAnoN
82 t 1,55' 9 `I-I.C. PARKING SIGNS ` `• ` Q% H WSE=ro19.8 oz
f t � ' � I I .• 8�..'. _ � � � � �- = 8� PROP. Ft `�' ! i '�
j
, :. •.+ J , ..: " ' �'. / a GATE V VE J _ Q� rr07
I
t
ff
11
J
II 0
REFERENCE
IC5
502
Face of iGutter line
Gutter line r Curb-� of Side Streef
Main line Roadway _ ICurb ;
�s
When used �n conlunpion .,in Standard CC. 3
or CG- 7 ,tie curb face on ono Standard is to as
SECTION A -A adjusted to mdtcn the mounloole curb conhquratmn
STANDARD CONNECTIOI\V FOR STREET INTERSECTIONS
VIFRGINIA DEPARTMENT
d —
TRANSPOR TAT ION
�4 ^7 'R
♦ •. a 1' 1
• d
.d. •;
J. ♦ ♦'
n • The bottom of the curb and
—' �qutfor may W crostructed
I parallel to the slope of idsub-
F�-6� surface courses proved a
Fes— minimum depth of 7'
rea mis
This am be concrete mamtmmd.
at the option of the contractor
This curb is to be used when
design speed is 40 MPH or less
m Rural highways and 45 MPH or
less in dsveloped urban 9 suburban
areas.
Note: Combs curb a putter havnq a to**
Of 300'or ku (along face of curb) Nall
be paid for = radial combination curb B
gutter.
This item nay be precast or cost in place
Concrete to be Class A3 if cast in place,
4000 PSI if precast.
COMBINATION 5° CURB 8f GUTTER
VIRGINIA DEPARTMENT
Of
TRANSPORTATION
30 15 0 30
SCALE: 1" = 30'
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DATE: JUNE 1999
SCALE: 1" = 30'
DESIGNED BY: MSS
60 JOB NO. 2389
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LICENSE No.
031162
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SCALE: Hl"=50',Vl"'=5'
DESIGNED BY. MSS
JOB NO. 2375
SHEET 3 OF 5
M
METER BOX and COVER
METER BOX (see Note) METER BOX Ct7VER ,, ,,th PIPE INLET PROTECTION STONE CONSTRUCTION ENTRANCE
MR 35 trench width 18 in. D•a. Non-Troffic M32C-PW bd �' D.•d DM zs►
as uired I Traffic A32M - T ENDWALL
6' db. schedule 40
steel felled wft - ' �3 I 24 in. Da. Non -Traffic Mc-3o (Frame) wrrH RML-1-T (Top Lid) ti� «°"9 10' MIN
Traffic MC-30 Frame WITH RML-12-T To Lid +� <• tti . EXISTING cc CanCr��OId rated y'} I I (Frame) (Top ) R havktcast k a countersunk t cap with bra"
Nd P1u9
, yy squ� _
yellow I Pan* lla Yodel PA4SV-CSI( (4�)
�• I7' 2y Note: 1/2' thick polyethelene plastic 30" deep ® '4 PAVEMENT W
Panallo Model PAesv-test (6•) � ''' - TOE OF FILL
(vertical crush strength shall exceed 3000 pounds) finished grode CULVERT 3' ■
treated 2'x 4• with t W
Q op pa e
18' da. ?' I I'-6' ! k
concrete S ::� SIOR
meter cover PW �•cd OUTAGE
encasement ` .+
ti f. 3 ^� 6" MIN
L,,. I concrete pad 1'-6' sq. x 6" deep— set 2" above 18' M ILL
FILTER CLOTf fA fin. grade prior square concrete akld pad h y.Rt� �-
varies os required to nodding 20"x 20"x 12' deepconcrete (OPTIONAL)
thrust bock 5 I A . r`L SIDE ELEVATION
BIILLNI DETAIL corporation I arrto+rty
p 3' stone bedding 18-21 stir by F.C.S meter box aggregate base ti Yw EXI
•
surrounding box ( depth 3' )
GROUND
2-T STING
Id
0
clecinoul
POO
I Ictteck valve
36"r in. wth drain valve I B WASHRACK 10' MIN. O to
direction of setting to be approved prior to installation �w type leWylok I I (OPTIONAL) cc ep
adjustable valve I u 80in �1C\2 It
box + 36' min- type K copper wwer mit-N '
tub conWuous
_-__o---- roqurod - concrete pad 1'-6" sq x 6" deep I water without' pRts from 2 ft. ye M --' • I Valor 12' IMIN- EXIST r � CO
�. .._ main to meter
rtwin 6" stone bedding PAVEMENT co 0
\--
`tX
2' min. - 6' max. - Or r� toe METER SETTING PARTS tra magalugged'tion to meter ,ems a S c^ a TOE OF FILL Q3
fnegall/g5 to main ., ,... _•. ._:..... setting as wired
I line meter onyk yoke Dogs check expmuion POSITIVE I r...t
I v c; POS VE DRAINAGE -"
size lwll valve valve wheel gutter �, .. �. SILT FENCE
10' MIN
size Poke curb k utt ,'4 :k:%'i"' -.=fir-c-••;,: �+.•.,.,•� •�ti. Tel COU '� C�
—magolu9 - - Street \ to""� B It
--Yea•:" k �.
_ J/4 5/8•.3/4 Y502 &94-223W HHU94 3231D-G Ec 23 \ ", �.,r;�fi _ y �� a vD0 RSE TO °SEDIMENT Z
��•• - 1" 3 4' Y504 BA94-344w Ht1CA94-323TD-C EC-23 - `"6- elan. bedding r AGGREGATE TRAPPING DEVICE �— x
be minimum
screw type / _ Y'
Slane t0 fi T I TNI MUS FU W OF - t EXTEND LL D
Dwa� W
adjustable s.:i;;.i; 1" 1' Y5o4 BA94-444w HItCA94-444TD-G EC-1 _f � Igo 6"pahrM pMn o '1� -r•� [y
of 6' above t of bole .. -„ o - o NOTE : Where lea � of sinuses lateral to exceeds 75' y
°p valve box / IW RE°66 AND EGRESS OrERATION rn
M n�tthj rr O
a n f a m all 1 1-" `rn o den ou w d ri be urnWsw at the 4 AN VIEW
..: y PL
AN E
— t, : r ^•j� l' k property line. I' plp. of 2aa.T .r
INSTALLATION NOTES: sidewalk miw<zw•n grad. �"
locator peg P.
shares - 18" to 24' 1. Exact location of meter box assembly
block to be approved prior to installation.
8'x 8 x 16" said bock i 1 to '.$'" ~
(for salves 12' and loryer) 2. Water service crossing street stroll be Y YDe
encased in 2' d'a. SCH40 PVC or
.;,. c capper '. o
;, v 12' MIN.
• _. - SDR21 piping. The piping shah run from 3/4" type K FLOW
"•"•" Y i„+ one foot beyond sidewalk, across the copper for .�
.,t:Y•.rr�.I•:,^,,;: ' street, to one foot beyond sidewalk. single meter 'O 3" MIN.
r�:•nr�4>-. .' intsWilation 1"x3/4" wye DISTANCE 15 6 MIN. IF FLOW 19 TOWARD EMBANKMENT
•° : r2�' mechanical joint E8D-321 " w
DUAL METER INSTALLATION 3 MIN
! .;. swivel tee with
6" branch
5/8", 3/4" & 1" METER INSTALLATION SEWER CLEANOUT I -II I >
GATE VALVE Figure 5 Figure 17 TEMPORARY DIVERSION DIKE FILTER CLOT SECTION A -A �'
FIRE HYDRANT ASSEMBLY Figure 8 AMENDMENT NO. 2 - APRIL 1997 GRAVITY SEWER SERVICE LATERAL p
Figure 9 AMENDMENT NO. 3 - OCTOBER 1998 Figure 15 o W U)
I arse+' rub rMp fI d,wn
to 0 of Ifvt zin' . PAVEMENT �COMPACTED
co strife pod concrete pod . ;I. el.+r,vn. OrE 1 r It �� 901E
18 x 18 x 6 deep ?4 x 24'x 6 deep ! o - Pr mNsaNe �� _ - - - - - -------_--- 2 CURB GUT
__---- (urn I _uctm •� {{OA f 0I?rc \ ".� .. o •.
YQIeS 2' Iitln. - - - - _ - - - IrInV,n bo NI ^Van, J' Yln o • i
o I �i' - rq (lrr C'G IP Vm wldfh Srdn.o�t Cao.r f %,- -
- x _� a irdw.on Sru• _p_a.s 1Y�R'. ,, ter_ _ 2 ..
f1e a6iab'e _ G� � • R=2t .+ IS" MIN. -
- - I1 REINFORCED CONCRE DRAIN SPACE
1'a. Mldln - V 'r Ulm (twhorflb* Joint r,OY Uro C 1 1 ••
er. z- G G ,. SECTION B B �j
raodroy box blow of/ — 6 d / E8D-3m2 f-1
1' saddle service b e • JI FLOW -�
lit - IN•ICAL AirEtINAIE nNYAL PLAN �--
O
2' cap. stop 2" couprnlg �' atk1. � non uSC Ar ,v�rl KAnr£ Srn££r
:.A--VDOT SPEC. =III=III=III=III=III=III=III=I I I=I I I=I I1=1 I I=III=III=III=- SILT PENCE INSTALLATION
•ro� Ctvr.rwrdorEr+ro�Ct
1' g 2p� Ir RADIAL PLAN f3f`i ' °�; rc eOAr�E [sS AND CDYYEfrCIAL (dewy TrN V13l le w003V !
Co. IV,- tee Sroroad tC fJ beer 2171A) an 414.03, GL. I, — — ~,
2' type K copper - TYPE A ( I I I III I I I III I I I III I I I III I I I III I I I III I I I III I I I III I I I III I I I III I I I I I I I I I I I I I I I III I I I I I( w
I. SET THE STAKES 2. EXCAVATE A d x 4" TRENG-I
UPSLOPE ALONG THE LINE OF STAKES. a
_ t sea J v /> Ora' MIN.
�. 1 -6" O _ /-(yslrr vclla+ Jd,+ � • _ r- -�
- TYPE I SCUPPER DETAIL
standard bedding� _ T I _ • o: ��RI NOT TO SCALE
2• bag valve curb stop with 8 x 8 x 16, 13 Vor.drmn7,�
,
water main solid block Sran.afl aS A r . •,; �%,
2• square operolmg nut 55fdnrano.'.•/;, ►-� -�\ 3"• u .o; ��o: c' oe t�`l /' / 4"
-- _ - - '_-- r� Qapf'• I IPJ tro.1—,n F�
Note : In traffic area blow -off hydrant to be set under manhole (came orld cover. a
SET
E LEVEL AND
HTEN
1 7N AFTER SETTLEMENT IF REQUIRED.. SETGTREE
manhole r1 -� -I TANGENT PLAN sp jam`
borne and cover ,/ _ ISOMETRIC
(cover labeled water) . 6" manhole adjustment VIEW
'� WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED �
ring GRADE
6' stone bedding 3. STAPLE FILTER MATERIAL 4. BACQ-ILL AND COMPACT THE
0 rwrxve Srd. CC 3 CC t Is used. NOTES
1" ♦1t the mfrvmfm pub r fir fvm- to to lost A! �v•�refs f rots A-4 Ir revLuwlth ingress lord ld of ENCASE WIRE AROUND TAT HE IN BLACK TO STAKES AND EXTiEND IT EXCAVATED SOIL. A
— Sfde..oll Area --------- rewf,&Wif, ro dderfe, If war 4V n„face cnvarlrV tie a r,0 wIdfh' l�e roar near Ifni for "y r" RUBBER HOSE. SECURE AT HEIGHT ABOVE
- fwfth a w111gAhAfer Of101 ocf/n� o f2d Ifgy decosl a cost in mull. rN d�aloblo wo,nf'V Stub t4 p atdtd by on s.rosed ogprpdre FINISHED GRADE EQUAL TO I/3-I/2 OF TREE INTO THE TRENCH.
BLOW -OFF HYDRANT Srd CV 1 �6 r 4' - _-� flash nods iron ra rxrrNd o mrclfnm store d 12+.
(- __ fro•ed Post d rurb rorro to to purred Nod"ficolly wan ram rro' d ty Wfn° per REMOVE TOP I/3 OF BURLAP AND CUT ROPE
Figure 10 e CC 6 mfItoNe crosfr cram /drr with f ear had rorr. AND/OR REMOVE WIRE BASKET FROM BALL � H
M rap floor Is/- ecasl.Mot mfit te pv lded ra &U of tors v ffnr ad/d,irV rio,ed O
4" REINFORCED CONCRETE I Ifd.t can to casf In Non alter rvrxerne+a( rwom3f ronv itur.Ptecustnxscr. a sron
l-rviprff to BE I)SED WIIENr It1E LNIRANCE to cross A-+. GUY WIRE 012 GAUGE I II
s nAn"C'ANN1rf Ar'LVuV0OAFE THE runNINC I1ep"t, eJ tut m1 to fV Na5 x ITNockd I'C"W to cs+er aftnp b+h efdet or Ihr ra,m
3000 P51 SECTION A A nl CufnEurif s or ANTtc1rAfrn Irrnry TI11,rA.
10AI t C. ram. m'd dtr+h d name lloar. YlNrtxrm ca.,rrere men I /r . CG-&R DEPRESSED GUTTER
4" SUBBASE (21-A STONE) Cob font t 011t+neotv,af o,il raid no, Otto csad,odv,Vlrrfrot fa Ibd,oWIc Ciro,+ — ,Ip/.�
•3 A Bnars o 17ee Cbrc*eto Sfde^ ll and E,msed ago,e°ufe Odewoll.oarrJehlnplare. 2" DOUBLE SHREDDED IARDWOOD I I t� MICHAEL r KLE 'rD
lWmfssade Cmsfrlxltat -_ rL -S/nY 12�Yo-Ifrum A'fnf Curb/n.D o,d Vull . skNe hansllfau od/ornv to nab iamt a,# lnchded 1. pgmenf 3" SOIL SAUCER ty WIDTH VARIES - rlvs Nan msy rro far ran D�cvrD an/ Pxrer. — B.jf
SEESITE PLAN _ - �,o �^^ "� �w w� 1'"If ar tilt In r✓n° Mrsf used In non Ju tilm with Sla da,d CG J n W r. flw anD rote on stir Slo,do,d 1x LIC IY NO.
1/4" I' _----__- to be odJrulad to mdch fro asxr,+ode Ceb contlPNarloa 3 STAKES SHEET FLOW INSTALLATION �p w
•SECTION B-B M''V"''D'e'nAe Is ddlr.xJ at a mithuotu Pnb numbs to to IxvW at sru.n a. Iva fvdru a at dheded ty Iva E grroev. III I I I- � 031 162
• v urisf, ad. sladit firm and slip r#IfJfa f rreq a,e b to p,Nldad of fi,*m-fros wvr, e,er on ocrmsode raAe 0 fffin ftv rrpl/ of = BACKFILL (F'ER.gPECTIVE VIEW)
4n . _a - - :. IImIH d r. . srdewn Wh cbrwcflry off a,xml ON@ d,ro,♦s of o woy d o Nor..or fanlry c,mjes o cure +"rdle.fl d wMre• tlda.o,t IS e.15111V—
�� �.• - r"t°"'t r'OD, rgaf Iocillfy Inft can o olYr auc 1pJ. a+red o,H prynlnl n rcne.Itfrrr. fey mry h orrtr+ ran fwf.sfrfon crestwollt of Mn m door ' S'SjONAL
G" • Irnru•1n+ nee morn or srda.a,l a tfde.vls a as dhe:10 h Me r f ao-.bA ftnAd ,.+he lomr.d M/ro .alas" stun N,er. STRIPED AREA _
snot. f rift Iron 7 t u� h meant worn navrry I,ryvl,mw.s. J rap, LIGHTLY COMPACTED SETTLING MOUND
E,rtnng ngnn.r.rr,. /yd,ar+t.ercr, rr+.+s.aa.wmo/so a,r.npa.d..+. — I I —III —III —I I
4' "ct c, i as
CURES RAMP
9UBGRADE
R(/IRw Nit
_-I I- I I -I _— I I- _ (PERSONS WITH MOBILITY IMPAIRMENTS) 502 TYPICAL PLANTING DETAIL-- EVERGREEN TREES
—i I I —III —I i I _I I I —I I I —I I I —I I Vf11ChnA DEPAATMEN1 Or 111ANSPOn IA11OH - 504
203oq Revised J 75 96 (NOT TO SCALE)
COMPACTED BUBGRADE FLOW
(W% DENSITY)
A
CONCRETE 51DEWALK DETAIL
I
RUBBER NOSE l • I
HANDIGA D
(NOT TO SCALE) SYMBOLS S' GUY WIRE S12 GAUGE - - - —
POINT A SHOULD BE HIGHER THAN POINT B.
TURNBUCKLE
EXPANSION JOINT FLUSH GRADE TO MEET
TREE WRAP WITH 50x OVERLAP pRAINAC�EWAY INSTALLATION
ADA STANDARDS 8' VAN ACCESSIBLE SPACE
PLAZA OR SIDEWALK 5' FOR REGULAR SPACE FLAGGING TAPE ON EACH WIRE (FRONT ELEVATION)
E8D-9me
ASPHALT PVMT. 2" DOUBLE SHREDDED HARDWOOD
HANDICAPPED PARKING DETAIL MULCH/3" SAUCER- ROOTBALL A50VEFINISH LACE GOP GRADE"OF
TEMPORARY SEDIMENT TRAP � 0
° ^ CsUTTER N.T.S. �
• d
•. _ -° 'a • " •. 3 STAKES � �f
off" — — - BACKFILLA. ^ r
_ -
. _ _
: 106-0. I —I I I ROotBALL-REMOVE TOP I/3 of I' VARIE W
— — BURLAP AND CUT ROPE AND/OR VA 19• --CLASS I E� ~'
=III— I=1 . —II - =1 04 C—) ,
a I I SUBBASE o� A 9 I I —III I I — — REMOVE WIRE BASKET FROM BALL ORIGINAL R E RIPRAP Z I-�t E'1
_ _—III-1I II = = I I GROUND
WIRE MESH REINFORCING YD.O.T. 4:' t _ LIGHTLY COMPACTED SETTLING MOlA1D ELEVATION W
• I I —I I I=1 I III —I i I— = I=1 I I_ 10' o
-III—III =III I I ROAD AND BRIDGE STANDARDS SECTION 30104 - _ _ _ _ _ _ — —
IIMII'' . {{
Cn a1 °' •. O .11 , e• •'°• • 11 • .., 53 III r I I l i I I I I i t III III I III I i t I I f 1-1 1-� i �- ` VARIES
-
CT) I Q
.. _ . 4 , r • Q e • bl GU. YD/ACRE U) �
e.
rn 190� DENSITY) ACTED BGRADE 6� . .. r • *-�- _ 4" VARIES 4"
a
°r,' CLASS A-3 CONCRETE E- W W
CT)\ r�\ )\�\ ) \ \ n (01 CU. YD/ACRE 4' MAX
car 6 BASE 21-A (FEXCAVATED) FILTER CLOTH ORIGINAL Q f
v COMPACTED SUBGRADE 16" A �" TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER COARSE ELLEVATDION
(COMPACTED TO S5% DEN5ITY AT OPTIMUM (NOT TO scALE) AGGREGATE' JA
W
GCS-(oR DEPRESSED DETAIL MOISTURE CONTENT, VDOT BTM-I METHOD) T'�1
(NOT TO SCALE)(CROSS SECTION OF OUTLET U) W
mlic-
"2-24" 116 KEBABS <^ FOR WHEEL STOP
a NOTES: THIC NE58 OF SUBBASE IS THE SAME TRASH DU1" IP5TER PAD g" W
C- AS THE REMAINING PAVEMENT SECTION.
L` CONCRETE TO BE CLA56 A3 IF CAST IN PLACE, (NOT TO SCALE) u _
Q PSI-4000 IF PRECAST. SECTION A -A
FILTER CLOTH U�
6 x DRAINAGE AREA
LEN:s
WHEEL STOP DETAIL _ �DI�DIKE ION (IN AC.)
rn I"X4"X4'-6" SLATS, 2-FINISH NAIL AT T
NOT TO SCALE _
m TOP AND BOTTOM .
CID
GLASS I RIPRAP
Q 2 "X4"X4' BEAMS, TOE NAIL TO P05T 1 1 1 1 1 1
c
ON5ITE T rFICAL PAVEMENT SECTION ON5ITE T rFICAL PAVEMENT SECTION \/ 1'1'1''1'tl
HEA Y
NOT TO SCALE NOT TO SCALE \, }�
w PA Y EI TENT I ' l' 111 ft t 1' It 1 tt ll l l t
LIGHT PAVE1"fENT SECTION SECTION
n 4"X4"XS' POSTS HEAVY PAVE1''fENT SECTION
as
41
5n 5" IB" SM-12.5A SURFACE COURSE 2" SM-12.5A SURFACE COURSE / / / / '/
125" 4'-0" To 3°I BM-25JD BASE COURSE 6" SUBBASE VDOT STD. GR-21AXCAVATED� / / / -� DATE: JUNE 1999
I, NO S: - 8 SUBBASE VDOT STD. GR-21A =pa _ _ _ _ AREA COARSE AGGREGATE --
El __ — — — — — — — — — — — — COMPACTED SUBGRADE
1. PRESERVATIVE STAIN ON ALL WOOD. — Ed — = TIIII�IIIII�I—III ICI III�IIIII�III ICI III�II�I�
COLOR TO MATCH THAT OF BLDG. �, m TI III i lII II II III i II I III i (III � II I III( II' (III i lI III i III Ij COMPACTED SUBGRADE (COMPACTED TO 95go DENSITY
rn — — — — (COMPACTED TO C35% DENSITY AT OPTIMUM MOISTURE CONTENT OUTLET (PERSPECTIVE VIEW) SCALE: AS SHOWN
3 2. FINISHED SIDE OF FENCE SHALL FACE I m I a AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) L IGHT
m ADJOININCs PROPERTY, IF APPLICABLE. - o d9 I VDOT VTM-I METHOD) PAVE1" SENT ••CO,AR9E AGGREGATE SHALL BE VDOT 03,0351 OR 45
COMPACTED GRAVEL - _ _ - �� �� I. 3D DESIGNED BY: MSS
°' WOOD PENCE DETAIL PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST PAVEMENT DESIGN BASED ON A SUBRADE CBR DESIGN VALUE OF 10. SOIL TEST SECTION
G
JOB NO. 2389
OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
CD POf2 BOTH DUl IP51ER ENCLOSURE AND PERIMETER FENCING PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
% NOT TO SCALE PVMT9ECT P'VMT9ECT I SHEET 4 OF 5
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- EROSION AND 5ED IMENT CONTROL NARRATIVE:
CD
ERG510N/5ED IMENT GONTROL LEGEND
1 i
PROJECT DESCRIPTION Z
1 \ 1NQ. KEY S O DESCRIPTION
r
{ THE PROPERTY 15 LOCATED IN THE WE5TVIEW BUSINESS CENTRE, FREDERICK COUNTY, APPROXIMATELY 2.4 MILES
TEMPORARY GRAVEL CONSTRUCTION
3.02 cE NCE WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE al. THE 51TE AREA 15 5.0 ACRE5 OF WHICH W
APPROXIMATELY 3.8 ACRES WILL BE DISTURBED FOR THIS PROJECT, THIS PROJECT CONSISTS OF THE
X
--X - - SILT FENCE CONSTRUCTION OF 4,4aO SF OF OFFICE SPACE AND 21,000 5F OF WAREHOUSE SPACE WITH TWO LOADING DOGK5
W
AND AN AT GRADE GARAGE ENTRANCE INTO THE WAREHOUSE. THIS SITE 15 LOCATED ADJACENT TO LOT 5 OF THE Z
STORM DRAIN INLET PROTEE C�
BUSINESS PARK WHICH IN THE FINAL PHASES OF CONSTRUCTION FOR A SIMILAR FACILITY.
-
-
__,TEMPORARY tElriPo DIVERSION DIKE EXISTING SITE CONDITIONS Z
FD i'- - \ 1{ _'. l 3-� `� O ,♦ TEMPORARY FILL DIVERSION THE SITE IS CURRENTLY VACANT AND CONSISTS OF OPEN GRASSED AREAS AND ROLLING HILLS. THERE ARE W o
/ ' \ STREET TREES LOCATED ALONG INDEPENDENCE DRIVE. SLOPES RANGE FROM I TO 10 PERCENT THROUGHOUT THE
f, Ef -
e 9 � � 3.12 DIVERSION � �
a / ?` \ \ PROPERTY. THERE ARE EXISTING CULVERTS AT THE EAST AND WEST ENDS OF THE FRONT BOUNDARY LINE THAT � C�1 It
TEMPORARY SEDIMENT TRAP CONVEY RUNOFF UNDER INDEPENDENCE DRIVE AND THROUGH THE BUSINESS PARK. 5TORMWATER MANAGEMENT
w co
FROM LOT 5 UTILIZED A CULVERT AND THE LOW LYING AREA BETWEEN THE TWO LOTS. r, 10 C\2
OUTLET PROTECTION ` `ta0 `O
I rn
3.20 CD y---, CHECK DAMS I ADJACENT PROPERTI' Z > 't �
333 O --�_ SODDING 1 THE SITE IS BOUNDED BY RESIDENTIAL PROPERTY TO THE NORTHEAST, BUSINESS PROPERTY TO THE EAST, W
INDEPENDENCE DRIVE TO THE SOUTH, AND LIGHT INDUSTRIAL PROPERTY TO THE WEST AND NORTHWEST, b o
0-0-,-0 TREE PROTECTION ° Ln
LIMITS OF CLEARING 4 GOADING EROSION AND SEDIMENT CONTROL t 1EA5URE5 LO d
1 i .-
DRAINAGE DIVIDES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES CDH w
''• '--- { p`. � �
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
CRITICAL SLOPE - GRITICALOSLOPE TO BE SEEDED, MULCHEC3 AND TACKED VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH).
I
WITHIN 14 DAYS AFTER START'OF GRADING, OR SODDED AND PEGGED WITHIN
02..11 14 DAYS AFTER START ; Q) 0 EN"62 I STRUCTURAL MEASURES °' °
A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM INDEPENDENCE DRIVE. RUNOFF FROM THE
tw
NOT FINISHED SIDE OF BOARD FENCE MUST FACEENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. w
ADJOINING PROPERTY. 1 `�
1 ( CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 42" RCP AND 24" RCP CULVERTS LOCATED
TO THE EAST AND WEST OF THE FRONT BOUNDARY LINE A5 A FIRST STEP MEASURE.
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. ►-
F� I VEGETATIVE MEASURES }
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS Z
CLcP 1 AFTER FINAL GRADING IS REACHED ON ANY PORTION OF SITE. T M ORARYSOIL ST,4 I I ATION SHALL BE APPLIED WITHIN SEVEN C-7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN p
IL
DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L STABILIZATION SHALL BE APPLIED TO ALL W
AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX ((o) MONTHS.
ea
�•' I I , �` r( / rM� - l� ----, -5� ---._ TOP501L THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH cp Z
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING, w w
t 1 i ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED O
I I v 1
j AND MULCHED (HAY MULCH OR 5TRAW) FOR TEMPORARY AND/OR PERMAN NT VEGETATIVE COVER7.
U
55-TH MANAGEMENT 5TRATEGIE5Ex
W �'
I CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIO>N5 WILL BEGIN AND END A5 QUICKLY A5 M
POSSIBLE. A r
j01I _0 - 1
1 ! I PROP. UJA�NOUSE�_ 5� cL
i l i, �-------==-�� -' I / I <Q P SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST 5TEF IN GRADING AND SHALL BE SEEDED AND
MULCHED IMMEDIATELY AFTER INSTALLAT'ON. H O
\ I r 1
V ��! i I ` v._ _ c N 1 / `, 1 4 THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE IN5TALLATION AND MAINTENANCE OF ALL EROSION
o, \ , I ; ; �x J 1 AND SEDIMENT CONTROL MEASURES.
r -J" _--_.-_-_ , MICHAE S. STICKLEYIts,
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. � I00 &ICi
\ j LIC NSL No.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND 5EDIMENT CONTROLS. ADDITIONAL CONTROL rt> 031152 .1
I r MEASURES MAY BE C SSA Y CONTRACTOR S
p ` E E R DUE TO C'ON RAC OR PHASING OR 07HER ANTICIPATED CONDITIONS. IT I5 THE SJO
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES T T NAL
PR DE DD L E SURES O HOSE SHOWN AS NEEDED IN ORDER TO
trtCONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE
1
�E 5
1 ,
1 1A INTENANCE
ALL CONTROL MEASURES SHALL BE IN5P'CTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE.
ANY DAMAGED STRUCTURAL_ MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL
BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND
RESEEDED AS NEEDED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY
! I PROP. OFffGE \ ` .._�....� r. -- I j` '� 1 t
\ I z ,, ` SPREADING ON SITE. �'
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUIILDUP.. IF THE GRAVEL 15 CLOGGED BY W Cfl
SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED.
jv _ t I I 1! 0 i� PROfi?rSWM I 1 Q pm E'
' L
PERMANENT 5TA I I TION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITI-I PER"IANENT SEEDING IMMEDIATELY
1 } I { :--,, =---- .; -•- - ; a -l# � ° t I lz�' FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OFcc
T:. ! { 1 1 1 THE VESCH. 7 E-' '-' E-,
_<'- i\ tip /"� 1� I t 'Z I -!
INST;4LL SED IMEN,� TR 1� (D w E-
I _ - — f — ` e + I - 1I STORMUJATER MANAGEMENT a �
AS PHASE ONE/DEVIL
THE 51TE HAS A NATURAL DRAINAGE DIVIDE RUNNING NORTHWEST TO SiOUTNEAST. THE WESTERN PORTION OF THE Q AND I P/OP A� PHA& ( ( O � U� U
! SITE DRAINS INTO THE 5TORMWATER MANAGEMENT POND CON5TRUCTEID WITH THE IMPROVEMENTS FOR LOT 5. THE � (D U1
DESIGN OF THAT POND ACCOUNTED FOR THE PORTION OF THIS DEVELOPMENT THAT DRAINS TO THE FACILITY. THE w w �
0 tq 1 E-� Z W j
/ COMPUTATIONS WERE VERIFIED AT THE TIME THIS PLAN WAS PREPAREID. THE EASTERN PORTION OF THE 51TE Z
,\O ! I CURRENTLY DRAINS TOWARDS A CULVERT UNDER INDEPENDENCE DRI"VE. IN THE SAME MANNER AS STORMWATER
(� r' 'I I i r I I 1 I r V RACK 1 ` 1 MANAGEMENT WAS DEIGNED FOR LOT 5, THIS AREA WILL BE CREATED INTO A STORMWATER MANAGEMENT DRY Z '� W
�S TA I L> j ' 1 POND. A BERM AND 24" RCP WILL BE INSTALLED TO CONTROL RUNOFF AND DETAIN THE INCREASE IN PEAK FLOW Q
1 ,
I f �, ..�, -C,2R , 1 E L W W W
_y ON -SITE. THE COMPUTATIONS WILL ACCOUNT FOR ALL ANTICIPATED FUITURE DEVELOPMENT WITHIN THE DRAINAGE
AREA TO THI5 FACILITY (SEE STORMWATER MANAGEMENT BOOKLET).
SEED INCH NOTES.
W -�
I Q �
r_=1 r �� ` I P ST
F �C I 1 I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4". ■� W
S»i , 1 Z i
�'`• - �. fr' � � �„ �`'�� 2. PULVERIZED AGRIGULTRUAL LIMESTONE SHALL BE INCORPORATEL'� INTO SOIL AT A RATE �
"- �.. " „� ,• � a-., `- -- OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). �
i
E TREE O REMAIN ITYP) 1 �� - ���Rf��J+jw.�_ ' 1 1 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S-F. (1000 LB5. PER ACRE)_
— .._ w�R'.'_-._.. ._ter �\ `� ( '`-." ` 1
4. SEED MIX SHALL CONSIST OF rio��o \ KE NTUCKY 31 TALL FE5UE AND 3,3% SERIGEA LESPEDEZA
INDEPrENDENCE DRIVE RTE. 10t2 ��`� / .� ��`-88, APPLIED AT THE RATE OF 120 L55. PER ACRE.
! rio0' RIGHT-OF-WAY � - ° �� 0 �, C - _`� ..u,, � 1 � 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE: RATE OF 3500 LBS.
D.B. 895 PG. 107 PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
POSTED SPEED 35 M.P.N.,8� _ \ -- _ _ _. _., \` l `' ~` �{ �_OF 200 GALLONS PER ACRE.
i LANDSCAPE SGHEDULE:
)a-e 451g, . BOTANICAL NAME COMMON NAME 61ZE (MIN.) 5EDAGING CONT.
R. CANOPY
QR QI4Y QUERGUS RUBRUM NORTHERN RED OAK 2 -1/2 CAL. AS SHOWN 545
Y 200 SF DATE: DUNE 1999
-
i : ,/ � ......_•r.•+.+.^ .n......'^ «...+_+.+• ....-..... .-+.e... '^^„a. .._- ,1�, Vim.✓ ^d^..... ,..,,,...... "_— ._••_. _,_,_ y� 'ry ,-� � 4\ '-_`.— �_..... _.. -- � �� _-' ``.-` `..` � \
- GL 55 GLEDITSIA TRIACONTHOS SHADEMASTER LOCUST 1-1/2" KCAL. 10' O.C. BBB SCREENING
AR 3 ACER RUBRUM RED MAPLE 2-1/2" GAL. AS SHOWN BaB 250 5F SCALE: i' = 30'
i GF 3 GORNUS FLORIDA FLOWERING DOGWOOD 2-1/2 11 CAL. A5 SHOWN 545 100 SF 30 15 0 30 60 ` TH 55 THUJA OCCIDENTALI5 EMRLD, GREEN ARBORVITAE 4' HT.. 10, O.G. 545 200 SF DESIGNED BY MSS
mmmmmw TA 4a TAXUS CUSPIDATA JAPANESE YEW 3' HT, 3' O.C. 545 SCREENING JOB NO. 2389
SCALE: 1" = 30' TH 15 5�4EET FOR EROSION AND 5ED I1„1ENT CONTROL_ AND L-AND5CAPINC; ONL�'! GL 55 GUPRES&OGYPARI& LEYLAND CYPRESS 4' HT.. 10, O.G. 54B &GREENING
LEYLANDII SHEET 5 OF 5
1*
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