HomeMy WebLinkAbout45-99 Carriebrooke - Shawnee - BackfileCONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, Labor and equipment and perform oil work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss
Utility" 1-800-257-7777.
3.. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets sh•o►l be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit con be obtained from the
Frederick County Public Works Department,
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control 'Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -toying in the affected
area.
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cored for as necessary to provide a
good lawn quality grass cover. Areas not graded, shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited. ,
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTYSANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4. The FCSA is responsible for' the installation of water meters Before a permanent meter is set they will require:
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of 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 the contractor's responsibility to have
the meter boa installed correctly.
S. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant
engineer.
6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and
make the top. The contractor must, make application for and pay the cost of this work.
7. Frederick CountySanitation Authority approval of this site plan expires two (2) years from date of approval.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. AI' work i r n I o k n o the project shall conform to the latest editions of the Virginia Department of Transportation (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
2. All construction shall comply with the .latest U.S. Department of Labor Occupational Safety & Health Adminis
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VDOT's work area protection manual. 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.
4" Design features relating to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT.
5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for
any work on VDOT right-of-way-
6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for any inspection.
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-
way through construction and maintenance of a construction entrance in accordance with the Virginia. Erosion &
Sediment Control' Handbook, Sec 3.02. Furthermore, access, to other properties affected by this project shall be
maintained through construction,
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10. All water and sewer lines within existing or proposed VDOT 'right-of-way ore to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface material and backfill of utility/storm sewer ,trenches shall be compacted in 6"
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT -Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications.. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector.
15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum design standards and is the developer's responsibility.
16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street
right-of-woy must be provided to the VDOT Inspector prior to acceptance of work. Unit and total priceS may be
obscured.
17. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis.
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Vicinity Map
SCALE 1" 2000'
SE'T REVISED .ARCH 267 1997
E B R 'LJ A� 1 I I y e JL
Gilbert W. Clifford 8c. Associates, Inc.
Engineers - Land Planners - Surveyors
150--C Olde Greenwich Dr. 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139
SN E E T
IN'DEX
1
COVER SHEET
2
SITE DEVELOPMENT
PLAN
3
STANDARD DETAILS
& PROFILES
4
EROSION & SEDIMENT CONTROL
a
f-,
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
PROPERTY !LINES
PROPOSED
EASEMENT ,AREA
PROPOSED
SAN. SEWER & MANHOLE
PROPOSED
CURB & GUTTER
PROPOSED
ASPHALT T AREA
EXISTING WATER MAIN &
PROPOSED
WATER METIER
PROPOSED SEWER •FORCE MAIN
APPROVED BY
1/13 yy
ZONING ADMINISTRATOR DATE
THIS SITE PLAN IS VALID FOR A :PERIOD OF FIVE YEARS FROM THE ABOVE APPROVAL DATE.
uWNER/DEVE'LOPER-
SHIRO, INC.
4
ATTIV: RAVE HfOLLIDAY tyF�„��4
P.O. BOX 3276 C
WINCHESTER, VIGIN'I•A 22604
540- 665- 2120
DEPT, DP PIANNINQI PROPMENT:
F a
AD
n EERfiIFICJob A NO,� /='
J 7091 •� �j0fc/
REGISTERED
PROFESSIONAL
ENGINEER
Sheet Number_�1_ of 4_ _
- ^5092-COV.dwg"
g
f
- lJ '_' �_ .�- -- -- --" = .._-.------ _------------ rnVur�t 01t c L!G r aj1Vr_1n T11y! Oc GV/Y1lYhJUIq I►7H1T1
-- _-=_-- w" r _._.. TEA CED D1 Y 11-] CHURCH �_ r ZONINIG: BUSINESS GENERAL (B-2)
W_ RTV. 6 4 2 ru A/1 CURRENT USE VACANT
PROP(OSED USE: OFFICES
S'TA-: �r ,: ±�, _ AREA: .5909 ACRES
S)_�GH
f� a-y}qp'f Y X. TE. 37 �.� -..z--.K.-- -
n:a� , a 0.3 M1.f'TO IN �- -�-- TAX ILD %15 A-
PRO
i��
„ �--� _ WN EE
�,� _ .--�-• �,-_..�.: ;=- LL'" - o MA Cti G. MAGISTERIAL DISTRICT: SHA
f,
GR
a -' ,
Ri.r.----'"J" t G� STD. TOTAL DISTURBED AREA- 3 ACRES
TOTAL DISTURBED STEEP SLOPES. 0.85 ACRES
- _ - --out-
_. - 0 EX" 48" CIJLV. PIP
trL PAVED CH
x
MATCH ExISTINc BUIL;DINC REQUIREMENTS
o ., SETBACKS. REQUIRED: PROVIDED:
6�q t s*1 — - - -- N42'30 53" --,1�
�- 14.3�' FROND 3 1 0'
--� - -NUN 1: 3� ''35
h ?WA a� t f J t
'0 1 _—_- _. __ _ _ 7 N37'5s'26 ; FRON7- 35` 41.6'6
VtL _
- --- - J - f ~ 45.6� REV FLOOR AREA- 1 32 / ,/99
E �
.-- ,� `,"'' SEDIMENT TRAP REQUIRED,.,FLOORZ AREA: 10'I44 - q8 8 6
SEE DETAIL SHEET
ALLOWED: 1.0
__�� C j '` l i 2 R PROVIDED= 0.156 8/6/99
/ FAR a1 -D
- FAR PROVIDED: 0146 REV FAR
�. — - _ _ X R _ - -- - -
r` RESE - BUILDIING HEIGHT ALLOWED: 35'
_
GE ND ,BUILDIING HEIGHT PROVID
ED: 28'
UR R '
'
-
>4 0.4312 AC. �`` PARXINC AND LOADIArC REQUIREMENTS
_ a T E REQUIRED: PROVIDED:
♦• =r /J/ / 1 / % APRbN1 LENGNF- 10' - —
PARKIING SPACES: 40 REV. 43.3 816199 44
•' �. `', �,�; � � i - - � APRON�'W{DTH= 6'
VDOT CLAD& t RIPRAP REO'D. HANDIICAP SPACES: <
/ 2
TOP 6" OF THt S70NE
�� U - ---J TO BE GROUTED. ,�
ow s .00 ( _.-` OFFICES.: 1 SPACE PER 250 SQUARE FEET
S /
_LANIDSCAPINC REQUIREMENTS
LANDSCAPE AREA REQUIRED. 15% OR 10395 sqft.
RFCD
''"1�► i e+TURBEp ST>= SLOPE AR LANDSCAPE AREA PROVIDED: 58% OR 40300 sgft. 57% 8/6/99
{ 'CD PARKIING SURFACE AREA: 19,000 soft.
PHASE --`
I --'" �'!-`. ; i f s- + `� - { PARKIING AREA LANDSCAPED REQUIRED: .05% OR 950 s ft.
' I rf' '`' / + D TE TI ON - _ VDOT CLASS 1 RIPRAP REO't`- � _ h q
TONE ,j ', PARKIING LOT PERIMETER: 650 ft.
/ TOP 6" OF THE S
ND ~'' TO BE GROUTED. ._ PARKIING
r / �, `; LOT PERIMETER TREES REQUIRED: 1 PER 40 OF PERIMETER
! ANI ATION AUTHORITY f �' - ,
--- PARKIING LOT PERIMETER TREES PROVIDED: 17
D 749 PG 680 1"''ti , / . - �0 - PARKIING SPACES PROVIDED: 46
NEQ: B 2 1 �,� i ;/ r . J /� PARKIING SPACE TREES REQUIRED: 1 PER EVERY' 10 SPACES
W
LOCI�L G�V,T. 4 0 I { `, PARKIING SPACE TREES PROVIDED: 5
.jam` � -`'�` ~-••__ �_..,,.� � � J ! j / 27 .�,1 TOTAL TREES RE(�UIRED: 22
TOTAL TREES PROVIDED. 22
LOT
?;, r t r -,-•-..`� `.�-%� ; •'",,,, � ` . % 9.09 ,A _' . SiOq NOTES:
1. NO, OUTDOOR SIGNS AS PART OF THIS SITE PLAN.
J ' / 2. NO) OUTDOOR STORAGE AS PART OF THIS SITE PLAN.
3. NO) OUTDOOR LIGHTING AS PART OF THIS SITE PLAN.
/ i
lye } ` f� t % -
I � � --...1•� gl? . 7 ' �� � • % � . J f � 5: � - - I SHIHO, INC.
a x ``1rE� /// / / ►� DB H)H PG 648 FUTURE TRAVELWAY WIDTH
,��s . 22' C7 - -89 i c� 40'c�
STD. a 75 A ! U
f H C Si _r t+. �� �' I n
ZONED: ''8-2
�'; � USE: VACANT �
- 1
/ /. wry% x8? ,� 2' -�--
` I` 20' a I I I
/.
-- 2 4
QfVERIFY IN FIELD j 1" - rt P� r� \ 'HEMP. ACCESS RUAQ.. TRAVELWAY WIDTH
CONTRACTOR - !!
AT, SUFFICIgNT FALL FROM LOWE$T f l �'" qr h� 9Ci l
�,R J PHASE 1 _
NVERT IN OF/PUMP STATION TCL—
r MAt HOLE IqK E�USTS. (MIN. SLR 0.50%)
LOCATION OF VC // la ar
- --'-" % I TRASH RECEPTACLE
C PT �.)�
E E �f /1
��
r PHASE 2 IMPROVEMENTS
q 15' 15'R i 8 21 B SUBJECT TO VDOT APPROVAL_.
[Tl PROPOSED
PR P SE D TEMPORARY ACCESS ROAD
/
/ " �� 15' R 1 `
r —� t i Ji '� �`�Z 4�'ENVIRONMENT ONE \. a -4 D
- r-
` K 0 J / ; ly� SIMPLEX. GRINDER ��c�+�q °r
1 / S' a `�a I
END PAVEMENT ! ( f
PUMP STATION �. %
.'g 1-8" PLUG \ G> , �,.
2"xl2" w T 1 -JOINT OF PIPE .. j ` / POSITPUMPIVE DISPLACEMENT STD 4+20 1
TAP BY F SA t1/ / �B tNv WR7Q7IOOD # \ 1-FI A STD. BARRICADE` x
+ M H 1 \WlM (-
CJ
FM 4- 2A
TAP BY FCSA 1" F
1-4" WYE ORCE MAIN' 10' 3/4" M EFL` \ �'� ` %' 8" 21 B
145EL. M H ` i I
42' 12" RCP, / 10 ---- ` J
INV IN=754.73 7 p PARKING LOT PAVEMENT DETAIL
A.R.V. •.+..� r.. t-6"x12"02" TEE
10 , 8 ,
�w ,,• 1 f 4Q / _'- �M — 7- -- 1-12" GV & BOX
"t-,UOWj__01_ PIP
1-12" PLUG
FM REQUIRED PARKING
_- o = ARISTCRAT PEAR ORLEQUAL ASHADE E TREE
/ES
y
1-4"x2'YREDUCER ` -- _ _. `" - � I 22 � 4' MIN. HEIGHT AT PLANTING
O/:w 1-2" CORP STOP - 1 �
--_ ;. F) FII�TURE PUMP STATIO
1-2" 45' EL. \ /� `7 REQUIRED EVERGREEN HEDGE
I / ; a '` ? 40 = JAPANESE HOLLY OR EQUAL EVERGREEN HEDGE
►v1 18"-24" HEIGHT AT PLANTING
3_ WATER SEWER FUT - v
jEASEMENTlau-j1 �$ 1 \ MAINTAIN 3' HEIGHT AT MATURITY
S'W
„ E
,
i VVA
E
JMPrroN ro SERVE GRAPHIC SCALE
FUTU E CL ROAD 30 0 15 30 60 120
Iq �y
IN FEET) - - - --- - -
1 inch = 30 ft.
REVISIONS
�� �
JOB NO./DWG. NAME: 5992-SP3. d w �
.r000<,
A H
�� P�' 131- �
� �
C.E, MADDOX, JR, Z
CERTIFICATE N0.
7091 D
REGISTERED
PR❑FESSIONAL
ENGINEER
G 11 b e r t W W. C 11 f f o r d and Assoc 1 a t e � Inc.
,
Engineers - Land Planners Surveyors
150-C Olde Greenwich Dr, _V �North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139
CARRIEBROOKE
S 1T T E' DEVELOPMENT PLAN
SET REtTISED AUGUST 06, 1999
SHAWNEE MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA
scale
1 " = 30'
no.
date
description
_
by
ekd.
— — --- --
DATE: FEBRUARY 11, 1997
1
1 06 97
REVISED BUILDING SETBACK
dsf
CEM
SHEET
2
°F
4
2
2 11 97
_
REVISED PER ENGINEER'S COMMENTS
dsf
CEM
DESIGNED BY: C.E.M.
3
2 17 97
REVISED PER ENGINEER'S COMMENTS
dsf
CEM
4
3 13 97
REVISED PER VDOT FCSA PUBLIC WORKS DEPT. COMMENTS
dsf
CEM
—
DRAWN BY: D.S.F.
5
3 26 '97
REVISED PER FREDERICK COUNTY PLANNING DEPT. COMMENTS
dsf
CEM
6
7/15/99
MINOR SITE PLAN REVISION FOR 16'xl9' OFFICE/STORAGE ADDITIONS (688 SO. FT. TOTAL)
JDS
RAM
APPROVED BY: C.E,M.
7
8-25-99
RE14SED ADDITION LOCATION
JDS
RAM
�
770
a
o n
a
H
1z
760
750
740
METER BOX HARDWARE
.SERVICE
METER
PIPING
G
METER SIZE
YOKE #
BOX *1
METER BOX COVER
D.
314"
5/8" 0/4" (20 GPM,)
FORD
18 in,
NON- TRAFF70 FORD C32
02
TRAFFIC FORD C32H
1 "
5/8" x3/4" (20 GPM)
FORD
24 In.
FORD NO. 30 MONITOR
_
Y504
COVER W1 RML-12 TOP LI
1 "
314" (30 GPM)
0'9�
24 in.
FORO NO. 30 MONITOR '
---CO
6R WZ RUL-12 TQP LID
1 „
1 " 50 GPM)
)
FORD
24 in.
FORD NO. 30 MONITOR' *
Y504
COVER W1 RML � 12 TOP LID
*1 IN NON -TRAFFIC AREAS - 112" THICK POLYEINELENE PLASTIC
IN TRAFFC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS
*2 /N TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22" Q(A. CENTERED
TAR rED IS TO
OPENING AND COA BOTH SIDES BE
PLACED BETWEEN LID etc REINFORCED CONCRETE BOX
treated 2"x 4" with
_
top 6" pointed blue
meter cover
set 2" above
An. grade pri
varies as required to sodding
1 "
corporoti
stop 3" stone bedding
r8"_
21meter by F.C.S.A.
surrounding box
3
deep
md
ter box
36"
in.
anq/
heck valve
\\
wifh doin
valve
d5'
8" min
--ball valve
angle }rake
Li
---water main ft.
6" stone tedding
type K copper tubing continuous
without pints from main to meter
NOTE: Exact location of meter box assembly
to be approved prior to installation.
METER SETTING PARTS t
3'
LINE
' l
METER
YOKE
ANGLE YOKE
BALL VAL VE
ANGLE CH£CR
VAL VE
EXPANSION
WHEEL
S 4"
5 8-,3 4"Y�
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HNCA94-3237D-G
EC-23
1"
3 4"
Y504
BA94--344W
HNCA94-323TD-G
EC-23
7"
1=
Y504
BA94-4441#
HNCA94-444TD-G
EC-4
transition o
meter setting face of curb
as required
—� 1 " type K copper
curb & gutter
3/4" type K copper for
single meter installation 1 " x 314" wye
Dual Meter Installation
518, 314", & 1" METER INSTALLATION
Figure 5
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C)
C+j
Cj
O+
t CV +
f J
.�
I
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+0G 0+00 1 +00 2+00 3+00 4+00 5+00
REVISIONS _ JOB NO./DWG. NAME: „J�O�2-PR1.dw� � -� H scale
no. date — description by ckd. — IEBROOKE
1 REVISED PER V,D.O.T. COMMENTS 2/28/97 DSF CEM DATE: FEBRUARY 11, 1997 �� r > � � v 1 a CA �R
2 13 97 REVISED PER F.C.S.A. COMMENTS 2/ 13/97 DSF CEM - �? G ' I b c_ t t W . C l i f f o Y d and Associates , I n C- SHEET'
3 7 1 REVISED PER F.C.S. A. COMMENTS 3/17/97 DSF CEM DESIGNED BY: C.F.M. C3 CERTIFICATE N . STANDARD DETAILS & PROFILES
I
_— — — - -- 0 7091 2> OF
_ DRAWN BY: D.s,F Engineers -- Land Planners — Surveyors
ROF REGISTERED 150-C ❑ldE Greenwich Dr, 200 North Cameron St, SET REVISED MARCH 26, 1997
-- PROFESSIONAL
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
APPROVED BY: C.E,M. (540) 898--2115 (540) 667-2139 FREDERICK COUNTY, VIRGINIA
R orifice at 729 to �.c p,ul)90,
during coristructicn, Folowing grading
stabilizri3r, I),' oil grass area,, th��
plug shaJ be emovA.
M - i
IV R'It = 729.r
F,ip Rap Check Ew
to be placed upstream
^ of the Drcpos-ld orrice
'DC A
it
4E�
49jr
CPLL,1V EILTAIL
not to scale
WOW RAIL
T`x Ir ROUGH SAWN
WARDS 6' -Ir LONG.
StAGGERED
v/1, DC?Lw
lrx 6' (TWATED)
WOOD POST
TYK
WOOD M
It Dik
FOOTING
SECTION A
Top (I berth o t 7 0.ass ri,�, rop tirinc or, crest
cl.rip rap hniricl'or chon-A sver, slore
ijeoteXti(e bereotr, rip rap
12' -:)j I be prcvidc
[morg,::-r1cy overflow at CJ�IS�
J
M o n M
a
115' AP at 1.0%
45 Bar, 1-F.
3001) psi :oncr-.te
cotlrar 1C'.)
"this
REVISIONS
r 10. date description
FV;S[7') PEJI P(-E-.0 14ORKI DFI:7. CC,VM7—NTS
3/26/97 WVW PER FRITIONN COUNrf KANMNG DEPT. COMMEN5
Z_
A-, -
be centup.-i _-n th- omb,nkment Collar to be place,40
CLJ
Pnnd
�1E..tent►un
e t n
J013 NO./DWG. NAME: 5 0 IPR I d Wg
by ckd.
P"F ::.-?A DATE: FEBRUARY 1.1, 199'('f
DSF CEM
DESIGNED BY: Cl E M-
DRAWN BY: D.S.F.
BY: C.E.M.
Grape overfc.,w ditc1r; to tie to e .ssol
Fkani<.ment to be plco-_ed (.,nd compacted in 8' lifts.
Nb toosoil orguirs, �"Ir stonesthar, 6' dione-�.,r
_,h_,halle uIsed, Mflerat shall be c,Dnp(i_teo to 9� ci -ity o,t �' i I
rv,,ximu7i der optimum ,Icist"Ire.
Cl-,v Carl- tc e>teA ft beyt_,id ends embankpient,
arij 73iS•
belowexistirQr_,Ae,Thetop Jthecc?_h(JI ne
-en,J,giveni�igeneral,octuaEl v 1,ept� of Core Ti I
rejuired depth sh,-ulu ore dete�mined by so;��, spErialist
at the -time of construction, lIaxirum soo s*(-. e is ll
ci, y core m0erial sho!, iNet t')e f flow gig,
Unified classification: SM, Si., ML 4H, 0 CH
P,)ric.1: size: 10.0% passing UP-
t , .
11 -
NA
Z'x
0 CER T IF UIA`ri�
7091 I
F1EG1ST0R*,-_')
PROF-ESIDNALL4_ ENGINEER -,;J4-
f
HADJUSTABLE
Z[ (MX& 4T_
1
SIM RW
SOUARE Slin
SHOP WELD -
ALL Jollm
t, oreft
(typical)
ISLOPE FOR oliAlliila,
ir OMDER SLM V/ 6.6 A
*111E WISH (SEAL COKREM
SLAB AQ4JNST GFM AMP")
MOOT CG_4
EVANSM jkW AT
EACH WS 1 ,DOING
(TYPIC& OF 4)
(2) Ir CONCRETE
0 FILLD POST .0
PLAN VIEW
to I T
cws obet
ti Iz
m
,W ON FOR SOLID 00101ECTIOW
tr
rS
DILL HOLES IN CONC!t7
TO LOCK CAMS IN opal
AND CLOSED POSRIOIli
(2) 2,r LM 3/T ROOS
rr
I I 1 117' 14. 1 1 1 1 1 1 1 1 1:11
GM 1 11-1 , k S I I
14 _14- -
11'. jr. W -- — — — — — — — — — — — — -- — — (CONC. AP")
FOCTVIG b I: 8 RD" SATIN MAW
6-4 LONG WITH 3/if SP
BETWEEN BOARDS
Lj
FRONT ELEVATION
STANDARD TRASH ENCLOSURE DETAIL
? 10.
E I P
n
0 Or
V .
b! X I
MINK
4 [1
:agA v _7
1�
'Al
,
0 trij,
41
FWxk
SECTION A -A
SECTION B-B
Fabric
Geoteltails
Fabric
♦ Uss -,Vpocd Seoun shown on plains or normal side slope, bottom width, and depth
of channe, dit& or aahmol ground
SPECIFICATION
•
NOTES
For mel" hind Installations 0110imension 0 Is to govern the protection outside the chanhal
width M.
On arrit Secondary Floodis instolflation requiring *region control None w"ers no
vidwall or endsitchim is speciMed on plans„construction is to be in accordance with
Dietoll 2 shown above
Gecdoxibis Fabric to be inslallistid wider all erosion control stone in accordance
with the "cificalions
MIN. DEPTH
Dry Rip Rep
Rip Rap
Ciao 1
21
CI"S N
3'
REFERENCE
204, 303 STONE FOR EROSION CONTROL
245 VIRGINIA DEPARTMENT
414 TRANSPORTATION
TEMPORARY SEDIMENT TRAP
I 1_�,
2'
on
ORIGINAL 3'
GRWND 709.50
ELEV. 710.00
67 CU. YD./ACRE
4
705,5,
67 Cu. YD./ACRE
(EXCAVATED) 30
FLTER CLOTH ORIGINAL
GROUND
2.50
ELEV.
•SEE PLATE 3.13- 1 COARSE AGGREGATE CLASS I RPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRW LENGTH (IN FEET) - 15 ft.
8 X DRAINAGE AREA
(IN AC.)
/DIVERSION
DIKE
N
COARSE AGGREGATE
EXCAVATED FILTER CLOTH
AREA
COARSE AGGREGATE SHALL BE VDOT 13, #357 OR 15
OUTLET (PERSPECTIVE VIEW)
Gilbert We C1112for
)l and
Assoc-irates
Inc.
Engineers
Land Planrkers
Surveyors
i [_ 0 . -1 -
J -11 cl G n w i .-- h D r
-
2CO Nor'th Co -,per
k:n 'St
Fr - ever cksou�g, `Viig,riio, 2�401
-cl nic
2 60 1
D
5 4 fl 6 E:
ROCK CHECK DAM
2 ACRES OR LESS (OF DRAINAGE AREA:
FIL
(OF
VDOT #1
COARSE AGGREGATE
FLOW
2-10 ACRES OF 'DRAINAGE AREA:
FIL
(OF
(DOWNM 7REAM VIEW)
VDOT I
COARSE AGGREGATE
FLOW
0
CLASS I RIPRAP
CAR-. ��`��IL00 * E
W I le"ROS10_k & SEDIMWT CONI'l,
DF
I IL'11) & _7 A
Sv�T Rj'V.ISIIT MA 26 199;'17
'-I QK Cc UN i-'RE' ER V1 P(;
SHEET
OF
4
13
I
i , 1
10 1
CONSTRUCTION NOTE
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County tanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor sholl exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cu#sheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility; structure or road, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department:
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All ,unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any tir'ne.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches of the post shall be painted green, Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4° The FCSA is responsible for the installation of water meters. Before a • permonent meter is set they will require:
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of 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 the contractor's responsibility to have
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant
engineer.
8. The Frederick County Sanitation Authority shall tap aI1'existing waterlines They will furnish the materials for and
make the to.p. The contractor must make application for and pay the cost of this work.
7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval.
VIRGINIA DEPARTMENT OF TRANSPORTATION
work I i f Virginia f Tran ration OT 1. II o k on this project shall conform to the latest editions o the V a a s o t
A p t 9P (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
2. All construction shall comply with the latest U,S. Deportment of Labor Occupational Safety & Health Adminis
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
104.04-C.
4. Design features reloting to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT.
5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for
> any work on VDOT right-of-way.
6. 1f required by the local VDOT Residency Office, a ,preconstruction conference must be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7. Contractor shall notify the local VD.OT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for any inspection.
& The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-
way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion
Sediment Control .Handbook Sec 3.02. Furthermore, access to other properties affected by this project shall ,be
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10. All water and sewer Fines within existing or proposed VDOT right-of-way are to have minimum 36" cover and,
when possible, to be installed udder roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction- shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease' in that vicinity until adequate design can be determined
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 9.5% of theoretical maximum density as determined by AASHTQ T-99 Method A, within plus or minu's 2% of
optimum moisture for the full width of any dedicated street right-of-way, At the direction of VDQT Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDQT prior to final VDOT approval.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector,
15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum 'design' standards and is the developer's responsibility.
16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance 'by VDOT of any :streets, any required Street signage and/or pavement morki,ng;s •must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis,
CA '13 0 O.-K
s.
�r
`
8
S F
1111 D H IVII IN 11 1, 1, iIA IN
Jv
---- REDERICK COUNTY, VIRGINIA F
- 4
750
✓rr
8OU
1
37 -
37 �--�
a SO
o �/- 3 as ✓ so. 1 _ -
` _ � Yr - �, � _ �-�_ Q�� l� •.�r%.- / -. ShenaidPoah lr :
Memo a a, k h
m Q1
`c f
0 o
13)
l l�
f
f
1
N , • � :Gem ,� � ` ` r-�` '7: l j . �� �-•._. �;, ..
_ 7 ,
,
, y
i
1 �
• r1�' �' /vim ��, �'! � - ; . 1 , "''^� �
ppp n
t
Vicinity Map
SCALE 1" = 2000'
SEA' REVISED MA:R'�.H 261 1997
FE B RUAR,Y 11 g 1997
Gilbert W• Clifford & Assoc.iates, Inc,
Engineers - 'Land Planners - Surveyors
150-C 01de Greenwich Dr. 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 226Q1
(540) 898-2115 (540). 667-2139
'
SHEET
INDEX
I
COVER SHEET
2
SITE DEVELOPMENT
PLAN
3
STANDARD DETAILS
& PROFILES
4
EROSION & SEDIMENT CONTROL
r
EXISTING
GRADE
PROPOSED
GRADE
�--so6-
PROPOSED
PROPERTY LINIES
PROPOSED
EASEMENT AREA
PROPOSED
SAN. SEWER & MANHOLE
PROPOSED
CURB & GUTTER
PROPOSED
ASPHALT AREAS
EXISTING WATER MAIN &
PROPOSED
m
WATER METER
- W
PROPOSED
SEWER FORCE'. MAIN
FM
APPROVED
p OVE® BY
!113
cf
ZONING ADMINISTRATOR DATE
THIS SITE PLAN IS VALID FOR A PERIOD OF FIVE YEARS FROM THE ABOVE APPROVAL DATE.
OWNER/ DEVELOPER-
SHIHO, INC.
ATTN: DAVE HOLLIDAY
P.OBOX
WINCHE TER,7 VIGINIA 22604 RECEIVE
540- 665- 2120 c; W 8 7 1999
Din,'i r �,,��ai,�,
g A
CERTIFICA,T ND... �.
v 7091 a 1` 9 2
d' Job Num.be•- _
REGISTERED
PROFESSIONAL .
ENGINEER
.sheet Number � _ o
"5092-COV. dwg"
I 1 ,
e
_ .. EX. GUARDRAIL
--- -
- _ _ _. _-.,_ ��_.. _..n.__� _-..---�.----� T SINE DEVELOPMENT &ZONING SUMMARY'
-W ._ __,Ti-
__ _ - `y ^__ .. N q �!J V 1 V 1 YC CH HUR ROAD _ �. %,
CONING USE:: ESS AkNERAL (B
6 4 F..r� �� +550' S HT DIST. +550'USE:: VACANT
11
S 1 A l E R PURPOSTFICES
.-LOT° AREA:: 155909FACRSMITO IN X. RT
s 3 n------- 75 -
4 I`P R - -- . - #: A
_. S TR I � BT: H A WN _
• , To MAC �. _ MAGISTERIAL [DISTRICT: S EE
Ct�=r i,sTD. TOTAL DISTURBED AREA: 3 ACRES
_.1-"' w - — _ _ :.. TOTAL DISTURBED STEEP SLOPES: 0.85 ACRES
_- Z ..
OT
PAVED DITCH TO _
- - $ f
B I INC RE E
. F
__... ___ - - . __---`.,,__�_....:_ •---- ------ -• MATCH EXISTING , . _ - _ - .- ,,� _. � - L R MENTS
U LD Q 1
42 30 53
SET
r _-
._..-.- .--�..._�. - -., .._ � h _..- _ __ _ _ . _ . _.. _- .-�..._. __ � �_, F ROBAC F35Q SR.UVI
�o ,
"IZ
l� € » SEA FR
14 39
TG ---
-'` T_�
,
TER
. 7 E
Y
N 3T56' 26"�,
t
--- f REAR: (05 5.85'
;.� --�- E -- -- �' 145 65 FLOOR AREA 1 32 ,/ /99
SEDIMENT TRAP REQUIRED,,,,,,FLOOR AREA: 10144 REV. F - 0,8 8 6
SEE DETAIL SHEET 4 . R 1. ` F A ALI OWED•• 0
S+ % ^' F-AR PROVIDED: 0.146 REV. FAR PROVIDED= 0.156 8/6/99
P/R CQ 2 Rc' ' IL _+_�
:
4r/ RESE Rs ` — — -- BUILDING HEIGHT ALLOWED: 35'
4 �; ACEMEIVrT �ND fj,. —` BUILDING HEIGHT PROVIDED: 28'
l __ FTI T URA AR ING AAVD LOADING R UIREMENTS
S SI E �, 1
0.4312 31 2 A t - --- oA —--
r BL �.
/j.
1 /r � ,�: D r PARKING L
�x \ 1DQT EC-1 REQ'D _
qq
REQUIRED: OV
APON LENGTH;= 10`
l Q PR IDED:
t ' APRON Y DTH= 6'. PARKING PACES: 0 REV. 4.1.3 8/6/99 4
" Cwy. :/ VDUT CLASS..t RIPF2AP REO'U. HANDICAPSSP)ACES: 42 42
TOP 8". OF T.H� STONE
TO 8E GROU. TED
S>.,�p, f - OFFICES: 1 SPACE PER 250 SQUARE FEET
h V, 4#
f `r� r
'P
LAND,
REQUIREMENTS
r
LANDSCAPE AREA REQUIRED 15 OR 10395
,
t
{ 1 _._.- '"+1► ! �,/' !r F'`. -__ 1 �\ �' 7uReF� -STETst(�PE AREA LANDSCAPE AREA PROVIDED: 58% OR 40300 sgft. 57% 8/6/99
r• ,! ,' ; / �C __ PARKING SURFFACE ,AREA: 19,000 s ft.
PHASE d _ :-_ q
" !'r' / ��s• r --- 'i '`. PARKING ARDA LANDSCAPED REQUIRED: .05% OR 950 sgft.
DQ11110N VDOT CLASS 1 RIPRAP REQ'D TOP OF THE STONE PARKING LOT PERIMETER: 650 ft.
ND 0 BE ROUTE
r ,
} F--- �'• , . FREDE�TCRZ'C�C1Rtfi`r=___ _--�---__ r � 6„ 4'.,
t q �_ ._� c, ; T GROUTED. PARKING LOT PERIMETER TREES RECIUIRED: 1 PER 40 OF PERIMETER
PARKING
k � $ANI ATION AUTHORITY � / 4' �� �± i 3 LOT PERIMETER TREES PROVIDED: 17
\ G 680 " ( }
i 1 D 75' 1P A, a / Q x i `— PARKING ACES PROVIDED: 46
- PARKI SP
ioNE B 2 ! 1 �. ��0 ._ - PARKING SPACE TREES REQUIRED: 1 PER EVERY 10 SPACES
L04L G V'T. / / ' J �, I 0�
` a 27. PARKING SPACE TREES PROVIDED: 5
--
i i �` �,•-'' ``°,.',.._- • __ _ --_ � � t � .� / // / •`�/ TOTAL TREES REQUIRED: 22
1f
.•� - _- TOTAL TREES PROVIDED. 22
ti
� LOF,
i
f , /�. 1, 5909 A siOq I NOTES:
x � .1�} 1t ., I s - I j i 1. NO OUTDOOR SIGNS AS PART OF THIS SITE PLAN.
01
r
2. NO OUTDO(OR STORAGE AS PART OF THIS SITE PLAN.
J So :1� ( % / � y. 3. NO OUTDOOR LIGHTING AS PART OF THIS SITE PLAN,
x J) �r _�l�f / / �/26
C `� I SHIHO, INC.
} t i �9� `` / 22'0 "� N DB 652 PG 648 -, FUTURE TRAVELWAY WIDTH IcD
r Coc '� a o 75-A-89 c�
II 40' I
I / � C Si
.s f � ZONED: 13-2 � ? � ''. U
%t` _.
, / � C�' ��-- USE: VACANT
9' \ 1 20' - 20'
10 / f I p. c
/ ; � » ;` >j MP. ACCESS ROAQ
t _ , - 24' .
CONTRACTOR j VERIFY IN FIELD ! r~ ; �'-' I I TRAVEL -NAY WIDTH
}iAT SUFFICIENT FALL FROM LOWEST -�''� £� qOF ! PHASE 1
% $ e NVF,if2fi IN/OE/PUMP STATION TO./ • '` % � t � - _ __ - _ _ -
i r MA HOLE'EJXIST;. (MIN. SL 0.50%)
AF
LOCATION OF /� �. \ V (� 9C a _ -
TRASH RECEPTACLE,:
•Ca . , rr /
_ -_�_ .f'� f 1 '�' ,'�/ r 1 E r 3 BM-:2 —! PHASE 2 IMPROVEMENTS
?'�-..,_ 15 15'R 8 21 B
-- -SUBJECT T VD T APPROVAL_ 0 0
A•
SIGN
.V
O � ON WAY
CG• ,
m -_— �—
I x \ �''•, PFROPOS C TEMPORARY ACCESS ROAD
J� FT. �, • `75'R ~, `
' 0
1 r ENVIRONMENT ONE
SIMPLEX GRINDER J
{ € 1-8" PLUG {i) / r / PUMP STATION ! S END PAVEMENT !
r ! z ( ! POSITIVE DISPLACEMENT (� STA 4+20
fl2"x12" W T 1-JOINT OF PIPE [j / PUMP REQUIRED " 7 II)K 1-Fl {� STD. BARRICADE
cr I TAP BY F SA ` j / / y {.,
;TJ�' •'-.,.., _--,-•-'' ' INV 1N=747.00
MH 1 Z304 04�7S�Ql �
r 7tiCb
/ / asp ~\ 46 9 (,l 0 -f
<xJ� TAP BY FCSA f " __ _ `�� 3 r� _ — 2" SM-2A
}4 FORCE MAIN' ir. , % 10' 3/4" Mt ft ? \.. �` t / 8„ 21B
WYE / `
IF
42' - 12" RCP: l
INV IN=754.73 ,. /' �• 10'k
i� 7� PARKING LOT PAVEMENT DETAIL
A.R.V. "�"`..�� � ""'� _ t '-- -` 1-6"x1 \
� 2"x12" TEE
_ 10' 74�` `11--12" G / & BOX I
_ _ _ JOINLOF PIP
,i AA _ , 1-12" PLUG_ _ REQUIRED PARKING LOT SHADE TREES
1. 11
_ Q, = ARISTCRAT PEAR OR EQUAL SHADE TREE
i-4"x?�YREDUCER --- -__ --"- 22 4' MIN. HEIGHT AT PLANTING
j rr 1 1-2" CORP STOP
1-2" 45• EL. \ — ,_ E F - - IF TORE PUMP STATION. REQUIRED EVERGREEN HEDGE
�� 40 = JAPANESE HOLLY OR EQUAL EVERGREEN HEDGE
,
35' WATER & SEWER I 1 , T c3 ,�.. -- �� F'Vi '�- 18"- 24' HEIGHT AT PLANTING
JV MAINTAIN 3' HEIGHT AT MATURITY
r EASEMENT _
I
��4' ITY SEWS -�-- _
, pUA�r�" Iry AND SEWAGER ' -
' S TA T A t
•�
I-----,� r m ION TO SERVE `� `- , GRAPHIC SCALF,
` ' // Cr FUTU E CL ROAD ?k/, 30 0 15 30 60 120
1 f
IN FEET )
1 inch = 30 ft,
REVISIONS JOB NO./DWG. NAME: 5092-SP3.dwgA H aF scale
no. date description by ekd. -- -- �P�` 1- 1 " = 30'
1 1/0 97 - REVISED BUILDING SETBACK dsf CEM DATE: FEBRUARY 11, 1997 0� 11^p yy " .CARRIEBROOKE ,
2 2 11 97 REVISED PER ENGINEER'S COMMENTS dsf CEM — - - g � Gilbert Clifford and A s s o c i a t e s , IInc. SHEET
3 2 17 97 _ REVISED PER ENGINEER'S COMMENTS dsf CEM DESIGNED BY: C.E.M. - C.E, MADDOX, JR. z SITE DEVELOPMENT PLAN 2
4 3 13 97 REVISED PER VD — -- 0 CERTIFICATE NO.
_ DT / FCSA / PUBLIC WORKS DEPT. COMMENTS dsf CEM U 7091 \'� OF
5 3 26 97 REVISED PER FREDERICK COUNTY PLANNING DEPT. COMMENTS dsf CEM DRAWN BY: D.S.F. Engineers —Land Planners Surveyors SET REVISED AUGUST' 06, 1999
6 7/15/99 MINOR SITE PLAN REVISION FOR 16'x19' OFFICE/STORAGE ADDITIONS (688 SO. FT. TOTAL) JDS RAM - REGISTERED 150-C ❑lde Greenwich Dr, 200 North Carleron St, 4
7 $-25-99 REVISED ADDITION LOCATION JDS RAM PROFESSIONAL
BY: C.E.M. ENGINEER Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139 SHAWNEE MAGISTERIAL- DISTRICT, FREDERICK COUNTY, VIRGINIA
r
3
770
2
C
F
a
0
all
750
I
740
METER BOX HARDWARE
SERVICE
PIPING
A G
METER SIZE
YOKE #
METER
BOX *1
METER BOX COVER
3/4"
5/8" 0/4" (20 GPM)
FORD
18 in.
N�FFIC F1 FORD 2
1
5/8" x3/4' (20 GPM)
FORD
1504
24 1n.
FORD NO. 30 MONITOR '
CO VER W RML-12 TOP LID
1 "
3/4" (30 GPM)
FORD
Y504
24 in.
FORD NO.. 30 MONITOR
-1 T
1 '
1 " (50 GPM)
FORD
Y504
24 in.
FORD NO, 30 MONITOR +2
COVER W1 RML--12 TOP LID
-1 IN NON -TRAFFIC AREAS - 1/2" THICK POLYEINELENE PLASTIC
IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS
=2 IN TRAFFIC AREAS - 3/4' x 30" x 30' STEEL PLATE WT-( 22" DIA. CENTERED
OPENING AND TAR COATED BOTH SIDES IS TO BE
PLACED BETWEEN LID & REINFORCED CONCRETE BOX
treated 2 x 4' with
top 6" pointed blue
meter cover
set ?" above
An. grade pri
varies as required to sodding
il-
1
'
otior
stop 3" stone bedding
B'-
21' meter by F.C.S.A.
`
surrounding box
-
3b,
terebox
36"
min.
—
ong/
heck valve
with
valve
min.
L_
boll valve
angle yoke
Tin
water main rr.
6" stone bedding
t)Re K copper tubing continuous -
without joints from main to meter
NOTE: Exact location of meter box assembly
to be opproved prior to installation.
METER SETTING PARTS t t t
3'
LIAIE
7SIZE
METER
YOKE
ANGLE YOKE
BALL VALVE
ANGLE CHECK
VAL VE-
EXPANSIO
WHEEL
4"
3 "rj 4
Y502
8A94-223W
HHCA94-323T0-G
EC-23
I'
3 4"
Y504
BA94-344W
HHCA94-323TD-G
EC--23
1"
1"
Y504
BA94-444W
HHCA94-444TD-G
EC-4
rcTnsllon a
meter .setting
os required T. {ace of curb
9
1" type K copper
curb & gutter
3/4" type K copper for
single meter installation 1" y
A 314 " w e
Duol Meter Instolltion
518", 314", & 9" METER INSTALLATION
Figure 5
PHASE 2
730
720
710
r�
100'-
24" RCP
0 17.01%
N
cp
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- 720
- 710
1+00
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0.
a
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--
—
--"
_
'
36" MIN.
4" FORCEMAIN
COVER
SDR-21
4" FORCEMAIN
F
"
PVC
12" WATER MAN
8..
218.69'
PVC
(� 0.823%
Z
a
I
400.@0
8" PVC
.00%
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CARRIEBROOKE DRIVE
S I
K = +9•56
70-'VC
I
PRPPOSED GRADED-
ti
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N !
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�
'
1
i
700' VC
A - 11.273
+
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K = 62.10
i
V.S.D.=287'
I
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05390
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�- EXISTING GRADE
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0+00 1 +00 2+00 3+00 4+00 5+00
REVISIONS JOB NO./DWG. NAME: )5092-PR1.dwgA H scale
}..
no. date description by ekd. — -
1 REVISED PER V.D.O.T. COMMENTS 2/28/97 _ DSF CEM DATE: FERRUARY 11, 1997 o f •CARRIEBROOKE
2 7 REVISED PER F.C.S. A. COMMENTS 2 t 3 97 DSF CEM C i l b e r t W W. Clifford and Associates , IInc. SHEET
3 7 REVISED PER F.C.S. A. COMMENTS 3 17 97 DSF CEM DESIGNED BY: C.F.M. C3 Z O CE TIFICATN STANDARD DETAIL) & PROFILES
3
E �-. -
-- 7091 OF
DRAWN BY:
U.S.F. Engineers -- Land Planners — Surveyors
—_ REGISTERED 150-C 01cle Greenwich Dr, 200 North Cameron St, SET REVISED MARCH 26 199r7
PRENGINEEERAL Frederick sburg, Virginia 22401 Winchester, Virginia 22601 4
APPROVED BY: c,F;,illi. (540) 898-2115g 9 (540)9 667-2139 FREDERICK COUNTY, VIRGINIA.
I
III
4171 C WOOD RAIL
I*x r RM04 SAWNWARDS
r-r LONG
19 M
*1
SLOPE FOR M1,10VIGE
W/ MW
IN C (TWATED)
WOQD POST
OlBOLL
ax Ir WOOD R4
6' 001"TE SLAB W/ M A
A
WIRE MESH (SEAL COM)"
SLAB WAIHST GREASE QSORPTIDN)
it Olk
all
CONCRETE
DFANSON W AT
'WrING
EACH POSI Dm
MPIrA OF 4)
ClAss A' ri,:, ro.p 4iric' or, cast
UU.�D�) .1 fir rap wtifq ji, channel ovet stopt,
rilkug hal be !,,Pmov'4ld, rip rop
Z - 3 2 'j 2' -o be provide oler,;otl E�,�rg 'q D�ierrlow cat I uecltw'i�e f,
Zz=m Zn_1f_ A,
ZZ� ;
..nv Dit z 729.1N
'
11itj! to fiC, -1,
Rop Check Dam jrc.de Cj %e
C be Aced Urisirear
r f they prcposEd or I-e,-)
o"IfIce
E mL on �mii 1-1
t
W SC r eer C1 :(y Jt e
IT EX, at AX,
Irv. Du L
El:
Collar tc be x 4.0' .-,nd
be itErpl -n the ekankmerit
r 8'
'41 Plbankivni to ho pl",-Ed (,.,nd complicted �Jts,
'011,11 to be cast in place. L C I
SECTION A Ir ATE0 (2) FRIED POST
48'
ft orifice at 729 to be [)'.Uggeij
durinq cortstructicn, Folowing grading
I- tabiriza -lion u� all oro5s areas, the
<
151 X
4'i3l
ANTI -SEEP U'�LLAR DEVIL
r;ot to scale
Top c' berm ot 7__A2`�
No topsoil, aqvics, !r s-,o;'ies great?r b uppe-,Pr
shall be used, Muter al :;hall 6 c onpo-_ted to 9K, o-
MiC.XiMILA der::,ity ijt ?"j opt
Cl.,v Core tc e)tend ft beyclid ends J eiritiankrient,
and 2 111 below exlstinij g,,,Ae, The top o� the tcre clh0
El v 7315. DE'pir of ..ore Treri:h given is, general, octuai
reT)ire. W I depth slo oe Jetermdo by soi:!- spe"-Wis'
at, the tme of ears ruction. Paximum suo sth'pe is 1:1
r,
15 Bar, U,
3000 psii ",oncr 'Lte
colkkr' IE" thic--'
�1C,t;el1tOn P 6 d
e c t i o n
C"""y Core materiol shwa! meet the f-Dilow'g.
Uni�ied classifice born SM, Ki 4H, CLD],
Por-,ic'c size: 130% passinc 1/2
PLAN VIEW
. I
Mae
i � , i'�I
11
11.11 rj_L - I - 1 177- 14. 1 j j
GPM GRADE
=4
If, 'Jrx
-CONCRETE
FOOTPC bi It 8 ROUGH SAWN
F4 LONG WITH 31 SP
9EMM BOARDS
Lj
FRONT ELEVATION
STANDARD TRASH ENCLOSURE DETAIL
DETAIL I
IT
F abric
SECTION A -A
DOW
W
DETAIL 2
000texas
Fabric
egotome
abric I
SECTION B-8
4 Life Typical Section shown on Plans ar normal side slope, bottom width, and depth
of channe% ditch or actluiral ground.
SPECIFICATION
DETAIL 3
3"
Deptth
Gootextitel
Fabric SECTION A -A DEPTH
SECTION A -A a D represents spun for box culvert instollolions
H•Diameler for round p4m, riss for pipe arch and box height.
NOTES
For muffliple A" Installations Dimension 0 is to govern the protection outside the channel
width (WY
On ary Secondary I Floods installation requiring erosion control slope where no
end", or andsectiovon is specified on plans, construction Is to be in accordance with
Detail 2 shown abcove
Geotext" Fabric Ito be installao under all erosion control stone in accordance
with the specificcahons
MIN. DEPTH
Dry Rip Rep
Rip Rap
Ctns 1
2'
Class 11
3'
REFERENCE STONE FOR EROSION CONTROL
204, 303 VIRGINIA DEPARTMENT
245 00
414 TRANSPORTATION
TEMPORARY SEDIMENT TRAP
is.
30
ORIG
GROUND 709.50
ELEV. 710-00 1.01 1
67 CU. YD./ACRE 41
705.50
67 CU. YD./ACRE
(EXCAVATED)
702.50
FILTER CLOTH ORIGINAL
GROUND\ ELEV_
*SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP LENGTH (IN FEET) - 15 ft.
8 X DRAINAGE AREA
(IN AC.)
DIVERS*11
DIKE
COARSE E
EXCAVATED FILTER CLOTH
AREA
"COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
REVISIONS
JOB No./1"WG. NAME: "5092--!1R] Awg"
2 tes, inc., "E"B" R
no. date deseript-10n by
00A
1 2"1 7 C_'ASF.'�! OFF 1o,:)RK1,' DEI:-'. C,'�AIM-NTS D' F DATE: FEBRUARY 11, 199"("
DSF CEM (" i 1) e is t We �rd
3/26/97 REMO PER FREDERICK CotM RANmNG DEpT, 00MUMS x fit f C and Associa SHEET
DESIGNED BY: C. E. Z
— ------ CD 7ERT F[CATE _;'ED_1W1."NT COAI'P.0' 4
EROSION &
D1,I" _'' OF
DRAWN BY:
Rngineers Land Planners Survevors 7ALS& _PP�,0F1LF,S_
PEGIS TERE—
C F, 'd C1 — W h C1 Nc)rth Co-iet-n
PPCJFE"'_� IONAL R.i,'VIS-F!,D MARCH''261 1997 4
ENGINEER 22401 Vit-girilc 2C?t:':"01
APPROVED BY: C.E.M. \Wi n
F -18 3 1,15 L
(5 540) 6C-7—vlF
I