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GENER.A..L CONSTRUCTION NOTES:
I. The contractor shall furnish all materials, labor and equipment and
perform o/l work including restoration for the completed installation of
the utility systems and al/ 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, Krginia 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 ovoid damage to any utilities. Any damage shall be
the contractor's responsibility. The contractor shall notify all utility
companies 72 hours prior to construction. Ca// 'Miss Utility' 1-800-257-7777.
J. The contractor shall be responsible for al/ construction stakeout. All
dimensions, elevations and locations shall be verified in the .field by
each contractor prior to beginning the work.
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. All grading for improvements to be confined to the project area. Any work
performed offsite is the Contractor's responsibility.
6. Contractor to obtain, at his expense, a// permits required of this work
and shall faithful/y adhere to the permit conditims imposed.
7. Design features relating to construction or to regu/atlon, control and
safety of traffic may be subject to change as deemed necessary by the
Vlrginia Department of Transportation.
B. All fill, base and subsurface material shall be compacted to 959 of
theoretics/ maximum density as determined by.AASHO T-99 method A
within plus or minus 2?'- of optimum moisture for the full width of any
dedicated right—of—way. Compaction in other areas to be 903.
9. Access for emergency vehicles must be maintoined at a// times. Temporary
street signs must be posted as construction begins. Access to fire
hydrants is not to be impeded at onytime by construction materials, parked
cars etc..
10. Cutsheets shall be submitted to the Engineer for approval prior to construction.
All cutsheets should show existing groud elevations at centerline of utility,
structure or road, and offset hub elevation.
11. VDOT approval of this Site Plan expires 3 years from date of approval.
12. It is the contractor's responsibility to meet compliance requirements with
SEC. 59.1-406, ET SEO. of the Code of Vrginia (Overhead High Voltage
Lines Safety Act)
13. A Permit must be secured from the Krginio Department of Transportation
before any work is performed on State Rlght—of—Way.
F'd ; �1
KUN
CONSTRICTION COIMIPAN
1
P.O. .•, !8
a _ •
PHONE:• 667-3752
L
Ira
---
Scale t••
January, 1995
FREDERICK COUNTY, fir' RG NIA
Plan gees ed by
gilbert w° cliff®rd & associates,
Engineers — Land Planners — Surveyors
200 North Cameron St.
Winchester, Virginia 22601
(703) 667-2139
150—C 01de Greenwich Dr.
Fredericksburg, Virginia 22401
(703) 898-2115
Y
SHEET INDEX
1
COVER SHEET
2
SITE DIMENSIONAL PLAN
-3
SITE GRADING & UTILITY PLAN
4
LANDSCAPING & EROSION CONTROL PLAN
OFFSITE SANITARY SEWER MAIN
STORM & WATER MAIN PROFILES
STANDARD DETAILS
5
6
7
3
STANDARD DETAILS
9
STANDARD DETAILS
41/I3/9S aN %%�d/1-e f��lhlzec
SUR'✓EYOR'S CERTIFICATE
I hereby certify that the information shown on this plat is based on an actual
field survey made under my supervision and there are no encroachments or
visible easements unless shown.
O
inc.
Scot W. Marsh, L.S.
APPROVAL BLOCK
A
DIRECTOR 0F PLANNING & ZO,N/lVG DAT
77'
40' Entrance
!
Z
0
36' Toper I /
._jam
(10
I
0
W . STEPHEN r F
4 ' ' 1 TY M G4EL
S S O C/A T E S
I ! J L I M I T%ED PA.R TN ERS/HIP
Zone : 2
Use: Hot I
r o i
1
L
Conject with Existing
Comfort Inn Curb Guuter U j
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Im° n ru
x 1 c> P ` cp
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a, Hi h Rise Sign Location ;t
50'(min) Betwee Si 019-94 S 020-94) ``' 28
21.12' `
oncrete Retaining Wall 32,828 sq. ft. _' /
S56'51 '29 "E
1.7' 400
44.VR
�z �..,
20' ; I
9
5• ��`
1'
h ' I II
24
� I
- - 59.5'
I1� �
"MO'
Truck turning o I
prohibited sign
38.75' 24' Van Accessible
14L� _1
5'R
�.�
L-Li I 41
Cut in Concrete Curb
y. • r
��Yti•
97'
ty Line
s SLOPE EUBANKMENT ADJACENT
TO ENTRANCE TO PROVIDE
MINIMUM 550' SIGHT DISTANCE
— 35' —
Dyy
20'
t: 22.5'
New 70 Room Hotel '
once: 18.5' Total Floor Area: 39,381 sf
Building Height = 35' 3
�LoaCTng Area Sign Req' Van Accessible Signs Z
r-"#e-F'erking�
Pool �� 15.5'
4' Sidewalk in thly-" - --d-- 9.5
- fi-r: — -s- --- y---.- -- s-r ----. �!
area along ooal g'!' ,' �" ' • 1.
W
20
CIO
22' See Phumieogy
♦' 24' i (t)p of 3) I Challenged Detail
24' .2�--
�'rConcrete 8' Painted Stripes
f20120' i �r
' I I i it
I
ter.
N-6',5?'29"W rr 400.DC
\ Brick Trash Enclosure
Exterior Wall to be built 2 ' r-Ra M
HARRY F. SrMPSON, JR, ET ALS
Zoned: B-2
Use: Vacant
Face of Gutter
to allow dralnage around
enclosure
(Pour 6' Concrete Dumpeter
Pad as shown)
Fire Lane
GRAPHIC SCALE
.30 0 15 30 60 120
IN P'S'rP )
i inch = 30 it.
Project Site Development and? ring Summary
Zoning: Business General (B-2) No Proffers
Current Use: Vacant - Undeveloped
Proposed Use: 70 guest room motel & parking
Lot Area: 1.5152 Acres (66,002.112 Sq. Ft.)
Tax ID Number: 85-A-146A
Magisterial District: Opequon
Building Height Allowed: 35'
Building Height: 35'
Total Site Disturbed Area: 1.5152 Acres (bb,002.112 sq. ft.)
Setba�
Required Provided,
Front 35' 120'
Side 0' 15,
Rear (y 10.37
Floor Area: 39,381 sq. ft.
FAR Allowed: 1.0
FAR Provided: .5966
p r ing and Loading
Required Provide
Parking Spaces 70 70
Handicap Spaces 3 4
Loading Spaces 1 1
La-nascaning
Landscaped Area Required: 15% or 0.23 Acres
Landscaped Area Provided: 27% or 0.40 Acres
Parking Surface Area: 0.70 Acres
Parking Lot Perimeter: 875'
Parking Lot Perimeter Trees Required: 22 - I per 40'
Parking Spaces Provided: 70
Parking Space Trees Required: 7 - I per 10 spaces
Total Trees Required: 29
HARRY F. STIMPSON, JR, ET ALS
oned: 8---2
Use: 'Vacant
ONERAL . NOTE:
1) ALL DIMENSIONS ARE TO THE FACE OF CURB (FC)
UNLESS OTHERWISE NOTED.
SM I __
Type DI-38
Top=728�00
inv (Out 722.00
L-6'
-- 1 f STEPHEN
t I Ili `4 1 T Y M Off E L
0) S S 0 C ATE S
�/ / ( ' i •� j ���', LIMITED PA R TN ER SiH I P
Zoned: 2 JI.
Use: Hot f I
\ \ I ( Li'
0 t \ Conbect/with Existing
\\ I jcom171 Inn Curb & 4uuter I Ld
I
� J
1h
f f w Type 0i-36 '� _ to l�
1 �n �j� Top-730.50 %
IMMI
ku
lI
Type 01- 39
Top-72 .00
Inv (Out=720.81 +
Type DI 38
Top=726.00 �� \
lnv(1n)=619.50
I
Z \
Lot A-1
inv(In)=719.50
"\
Inv(Out)-719.40
L=6'
L
ll
w
I
Storm Main
>
5' R
20'-1LIJ
'
_j
Y Q
O 2.00R SI e
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I:::.•...
��
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zoo,
1
k•'� �
x
Inv(ln)=723.10 i w Vow Box
In 1
► Ili i—�., L=s• SY6'51'29if\N 644.65'
n
,?Out)=S�
-In v(tn)=719.50
2' Throat Flume
i
Q I �nv(IOut)-720.00 ®ch
s -s SLOPE EM ANKMENT ADJAC
\) l TO NTRAWt TO PROVIDE
a- MI
4� // '
�t MI UM 950' SIGHT DIST� /
I
/ �9>
r ' / HARRY F. STMPISON, JR, ET ALS
Zoned: 8-2
c
0
L
UTILITY NOTES.-
1. Water and sewer lines are to be constructed in accordance with these plans
and spec!>ications and sho/l additionaly meet all requirements of the
Frederick County Sanitation Authority. The contractor shall coordinate with
this agency and arrange for inspection by the County as necessary.
Contractor to provide assistance as the inspector moy require.
2. Temporary termination of sewer lines shall be plugged watertight. The
end of the line sho/l be morked with a treated 2 inch x 4 inch post
extending at least 18 inches above the ground. The top 6 inches shall
be pointed green, and the out depth to the line invert shall be shown.
J. Contractor to clean up and restores disturbed areas immediately upon completion
of pipe-Ioying in the affected aroo.
4. Exact locations for sewer and water sen'ces to be directed by the
Frederick County Sanitation Authority Inspector in the field. Contractor to provide
assistance as the Inspector may Wahe in this effort.
5. The Sanitation Authority maintenance department is responsible for the installation
of water meters. Before a permanent meter is set, they requires 1) the frame and
cover to be property aligned with rYs meter box and yoke bar;
2) the frame and cover to be set to the fina/ grade of the lot; 3) the distance between
the top of the cover and the yoke bar to be between 18 and 21 inches; and 4) o//
components of the meter box ossemb/y to be in proper working order. It is the
developer's/contractor's responsibi/ity to have the meter box assembly installed correctly.
2' Su-2
e'•-219 AWOO O
% �•
PARKING LOT SECTION
Not to Scale
738mom
O _wow - - J _ 737x5
'lzas,Efectric,N
Tope �735.25 & - L Location ! � NeW -70 Room --k otel
in Out=731.25
Veen
M_c9,M
Build ngr` sleight\
HARRY F. �STIMPSON, A ET AILS
0100
Nandica� Ramps ~� �'+-_ ' �oned: B-2
Xsb _ x +: Vacant
_ 71
Pool \
736x00
�f e dire F� n - � .., _ 1 \ i �" • ,� 1 ,r � \ �,.' / /' /
het
_�-- --� sae'' U) / / 1-112 SM-2A
(ram)
-- f i-- - --1 -- -- I �-�--- - � - co a 8' 216 Aggr4ate
Ex EOP Cut Smooth
7 0 7 737-739
.:
1-8 *AV dt / Box_ f y••
I 1,90 Cap-Taure-CMft ction}- _ - / `
GR,4Di\N� ASEWNT giQUIRED i l 743 SECTION " A _A"
r // , J ./—/ �•- Not to Scale
' / �_ , \ ,� �� �) `� •... i See Sheet 6 for drathage Calculations
4 1 2128,195 Revisions er 5fa & A cr ommen s w I
18' CLASS I RIP -RAP - � -- - t--
{6"-12' Size) no date description _ _ _ -Lby �ckd
4' -- ---- -- ------ S
w
0 � 6� 6 REVISIONS
A---- � i i2' ti o � � `� W-gip �' Holiday Inn Express
12' w
00 j-- ,b - 1ENG. FABRIC c Site Grading & Utility
-�-m—.1 a Plan
------ — V
M Frederick County, Virginia
» ,> >, „ dwg no: '4158.dwo Job no: floe ----
I / Use: `�.eant CONCRETE FLUME DETAIL SECTION B—B SECTION C—C g Teo--CMd.01 �,nhDt.. drawn by. twp date January, 1995 SHEET 3 OF g
o b
bA FT.*.1Abu,% WOO. roved CEA! scale: Not to Scale Not to Scale Not to Sc a rw e.e-•r,s approved Y 1 30
w �'01 "_ '
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' S T E P H E N
' f C I T Y M G4 L L
ASS0C,1A TES
L I M I T E D PP A R T N E R S H i P
I J 'Onea: 2
I � 1
' Use: Hottki
I
J
L
J
* SLOPE EMBANKMENT ADJACENT
TO ENTRANCE TO PROVIDE
MINIMUM 550' SIGHT DISTANCE
INLET PROTECTION
TO EXISTING PiPE
HARRY F. STIMPSON, JR, ET ALS
Zoned: B-2
Use: Vacant
S56'511'29"E N 644.65'
LANDSCAPING REQUIRED
PERIMETER TREES = 22
PARKING SPACE TREES = 7
TOTAL TREES REQUIRED = 29
TOTAL TREES PROVIDED= 29 (Callery Pear)
LANDSCAPING
GENERAL CONSTRUCTION NOTES:
I 1. 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
I good lawn quality gross cover. Areas not graded shall be disced, leveled
and seeded to achieve lawn conditions.
2. l%getotion plan: Ah' gross areas to be seeded with o mixture of Morion
Kentucky Bluegrass at o rote of 2-3 lbs. per 1,000 square feet and Annual
Rye at a rote of 1 lb. per 1, 000 square feet. Newly seeded areas shall
be mulched of a rote of 70 - 120 lbs. per 1, 000 square feet. Adequate
watering and fertilization ore required to aid the emergence of new gross.
Gross cover is required to satisfy the requirement of this project.
EROSION CONTROL
GENERAL CONSTRUCTION NOTES:
1. 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 ore to hove stone base installed of the earliest possible dote after
establishing grade. No area is to remoln denuded for more than 30 calendar days when
construction is not in progress.
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. The Contractor is responsible for installation of any additional erosion control measures
to prevent erosion sedimentaion as determined by the E & S inspector.
4. The Controctor sholl inspect all erosion control measures periodically and after each runoff
producing roinfa// event. Any necessary repairs or clean-up shall be mode rmmediate/y.
5. Contractor to contact the Frederick County Engineer of (703)665-5643 when erosion
and sedimentation control measures hove been instolled for verification of compliance.
PLANTING LE (SUGGESTED)
-4- Lirope (Variegated) or equal
Gallery Pear, 2* Caliper or equal
Barberry Dwarf Crimson, 2 gal
or equal
Mugo Pine, 2 gal or equal
Bark Mulch Area or equal
Yucca "Filamen tosa"or equal
TOPSOIL STOCKPILE
AREA
11
Y F. STIMPSON, JR, ET ALS
Zoned: B-2
Use: Vacant
CE
Construction Entrance
--sF—
Silt Fence
IP
Inlet Protection
R�
Rip —Rap, EC-1 Required
Straw Bale Barrier
1 —Z 28 95 Revisi
no I date I de
REVISIONS
2Wro.,Can~
o a `-�" �°°
Holiday Inn
Express
v.. •^ 3
Landscaping
& Erosion
Control
Plan
U €
J
Frederick County,
Virginia
dwg. na: 412$d Job_ no: 4128-_____-
S
"'� f, I50-C a& OOWA" boo
drown by. twp �te: January,
1995
SHEET 4
OF 9
-_ -
Ex. A04
5-2
Inv. 696.68
FOR DROP MANHOLE
MANHOLE #3
A SLEY ESYP
,My WRQ�ITrNRA
& "Y" CONNECTION
DELETED FROM PLAN
SEE DETAIL SHEET 9.
10
TOWN RUN
TATE
ROUTE 1012
MH #2
—4'
POWER POLE
yr
TO BE BRACED
mme
DURING CONSTRUCTION
no
A
POWER POLE
GRADING ALONG BANK AS NECESSARY
TO BE BRACED
TO ALLOW SEWER PIPE TO BE INSTALLED
DURING CONSTRUCTION
4' OFF OF EDGE OF PAVEMENT.
PrA#H
r
T
-696,07
ACRES
as14.9277
o
,40
LO
�ft 0
0 0 ( _�
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LLJ 0 C) F-- 7- = PROP GRADE
T- Z*
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0 0
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01 Z
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<
LJ MANHOLE #3
DELETED FROM PLAN
730
EX. GRADE
<
<
qg ft.6"t., Wpi. 2ml
721, 0 < (703) "7 2130
Uj
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0 0 — I - , I ...... ............ ....................
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+ ------------- m
Td
+
< Ir
cz 2240
0 t
0 W C
U) 0 (7w)
O
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06
(D +
400 + +
Lr)< < RevisQ per F70.SA. comments F. C.E. M.
description by ekd
< no —A8--,tf t—
V) �Ln
0 cn (n REVISIONS
II r CD
0 00
D
j') N Holiday Inn Express
C4 C14
r- C14
Offsite Sanitary Sewer Main
Lj 11) 0z io
71,10
0+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
cJ Frederick County, Virginia
dwg. no. . 4,'7L1d*jW' job no: 4728
OOFFSITE SEWER SCALE 1"" =660: VERORT. =HZ.
N 1drown dote: Jloftofy, twp dote: *995 SHEETS OF' 9
approved by rEM seats:
O O O� 0 1-3L0 O Lr) O N N O"t O 4C) L O p
0). . . . . . . N . . . . . . . . . . . / _ _ . . . . . . . . . . . . .I .
I� (� (�
II J II II II 11 11 II ( II /' . .
. . . . . . . . . . . . . . . II ? .�OII GII Gfl
II On
. . . . . .j ooo736 736
--
j / Q % I I
j o / Ex. Grade � /
l �, . . �: �. .New Grade -�. ./ . . . . . . . . . . . . . . ... .
733 -- - ----------- - ----- %--- - -- - --- -- 7,33
m� QJ o rn
7� �.
. f . �. I Oa. i Ex. Grade. . . . . . Q
i. O. .o�. .. F-
CQ. . . . . ... . .
730
� i
--- - -
7,30
Arl
. .D . . /.! o ~� .New.Grade .
I .N . .� �� . .i . . . . . . . . . . . . ,�a`. .
727 ! Uv
CL %
......E.0 .......... .. .. .................
I � �
724
C:,/
11
�. ......................
.. .. Z'lz
..............
.721128'-15' RCP @--6,68% Slope I------------ ------
_O•
i 727
.............i .724
} ........ . . . . . . . . . . . . . . . . . . . .
�. a' '-�............"� 1. ....................
718
v41
U __j U U �
C_ 2v
cn �.
u II + n n II � II
. . . . . . . . . . . . . . . . + -CR �. . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo . . . . . . . . . . . . . . . +. .. . . . . . . . . . . . . . . .+ . . . . . . . . . . . . .I. . . . . . .
715 _-�----- - a --- --- - _ III o _ 715
Storm Main "A"' Profile Storm Lateral "A-1"
Scale: 1 "= 30'H.1 "= 3'V Scale: 1 "= 30'H,1 "= 3'V
DRAINAGE STRUCTURE DESIGN
-T
Too
NeMONS
d
1
1.5
DI-1
2'x 2'
.17
2
0.7
DI-3
4'
.20
3
0.8
01-3
4: -
.22
.20
5
6.0
Flume
4
i .50 i
7
0.8
DI-3
4'
22
PREDICTED STORM FLOWS
�- --
/�
C
TCA
to
If,,
Q1,
A
.11
.9
B
.25
9
.22
5
6.7
1.5
C
1.0
.9
.90
5
6.7
6.0
D -
.10
.9
.110
5
6.7
0.7
E
.13
.9
.12
5
6.7
0.8
- _ F -_
.1-3-1_-.9
.12
5
6.7
0.8
HYDRAULIC COMPUTATIONS
SEAT
Q
S
D
1�1
Va
d/dw
.1
Notre
1-2
1.5
6.68
15
16.7
13.6
•20
8.4
RCP (6)
2-3
22
6.60
15
16.6
13.5
.25
9.1
RCP (B+D)
4-3
5-6
3 6
0.7
6.0
3.7
3.601
- -
20
15
4'_Throat
15
123
-_
91
10.0
-_
7.4
5.4
-
.44
5.2
-
7.1
RCP (A
FLUME (C) -_
RCP (A_+B+D+E)
1 o
�6o
a. .Existing Grade o. LO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.Con rete Retaining Wall \\. r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
/ I II II
740 _ 740 727 oNt- New Grade �. o ►° 727
Exis ing Grade -- - - c / C: --- ---- -
F............. ..... ............ ... .... ..........................................
. .!. . . . . . . . . . . . . B . . . . . . . 1.
i 37 ' '37 724 724
�. .......... .........�............. ...... ;..... �. ............ .... .....................................
�- New Grade i i o
. . . . . . I. . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . .
734
� 7 3 4 721 ----_____-- - , i �� 721
(min) Clear. i. I . . . . . . _ . . . .-�._ . . `_. .
. . . . :oo . . . . . . . Gr and Cover Req' . . . . . . . . . . . . mom. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- ---
/ 31 x c �' I 731 71-- -- - - - per Staff�A Agency ommen s ' --- -- w. .
_ erosions
o - - -- - ! - -- \ -- -- - - EC-1 'Req'd --- Q------- -- -- .- - --- --- - - nod- - date---- ------- description_------- by_ i ckd
: a 41
: , REVISIONS
. . . . . . . . . Q d . . . . . . . . . . . CO. ao. . . . . . . . . . . . . . . . . . . .
w ;, ' „ 163'-15' RCP @ 0 50% Sloe N , mow. � .
......... .......... ,... .. o ..... ... a .... Q.� ...................... ............... �; o f ��_29 Holiday Inn Express
fe o w
728 ' r Moi 715 + `�' +
n 728 _
�- --- ___-_ __---_-- ____-- -- -- - -- Storm & Water Main
Water Main Profile Sto Mai "B" m Dederick County, Profiles Virginia
Storm „ , n, , 4 0 dwg. no: 4128.dw no: 4128
Scale: 1 = 30 H,1 = 3 V o 16D--C a" Q••.•bn a«• drawn by. - twp date: January, iss5� SHEET 6 OF
,,, „p,._216 approved by. CEM scale: 1 �30H,1 =3V
Ck 49 Top of berm. at ?26S
Inv. = 95 Emergency overflow at 725A-,
i'r�O5r7 Qr'agf
I
Er�bnnkm.ent
8' orifice
\ ! 15' CMP at LD9
5' x 5' x 18' Conc Pal 6'x6' WF EF, set user
6' in base, Use 5' x %, x 2' levelrtg stone 1
4' x 4' x 4' Conc Pn�� 6Y) VVF
one face, Use 2' levelN stone Ant -Seep Collars to be 45' x 4.5' and
bE placed 24 ft apart, centered or. the
ft. Qnirmt. W of two shorn
[*Viaw,t to be placed and compacted M 8' Ufts.
No toosol, organics, or stones greater than 6' ckmeter
shall be used Materia shall be compacted to 95% of
naxtnp, oens',ty at 21 op.*A Rolsture,
aay, Core to extend 5 ft beyond ends of embartiment,
Eijai 2 ;t below exfstnp grade, The top of the core shall be
v 724L,, Depth of Core Trenih gven �ec�eror nctua
required depth shoed be deternilea by sods specialist
at the time of construction. Nox► p. stile slope S III
bcore material Shal Reel the fdioring:
ed d.assocattont SM, SC,,$ C I—or.l,li
Pnrti`�e 51ze; Ir! passing ir' sieve
Cushion P> Iew%
VI St&oaR
54e
I
jI
1I
l
A5 Bar -u-
3MC psi Concrete
cdiar 12' thick
AN ! JLEP '01 AR DETA-
not to Scale
1'x1'x1/4'
Argie,TCoder to
�A
lop - 14 Ga Corr Meta,Tack
Veld to Top All A-wd
Clay Core
r
�4, ? 4-3.1,
Y,
yUnder - 16 Ga Corr Metal
1'X1'X114' �— ----
Arlgie,Td to
Coder
2' Cora Biock Spacer
I
36' CMP, top = L^4.6G---��
UP
CD
a
0
a
Holiday inn
Detention Pond Embankment
Section
PLAN
x L 4' Angle, Veid tr
Top as St. fever
1' x " x 1,'4' Angie, Veld to
i Top us S fever
7 j1T,
1
I
I
SEC113' A -A
DETENTION POND EMBANKMENT DETAIL
Gass Al ryo rap 19mg on crest
!;ass ; rp rap !In�g on chance over slope
Compeap
CONSTRUCTION OF A SILT FENCE
CONSTHLICTION OF A SILT FENCE:
' Set posts a',o azgvaW a 4' a 4' trench, upSiotw along tT,e Lny
J to D6 •. %. t: the posts
3 Attach Cre f„te, latxrc to tins "a tenoe ano extill it into ro trercr
4 Bac"i anti compact tha a.nvaled DCW
1
PLAd
-a•c •,' .rov,C oe nprw. than ppn. g•
ELEVATION
PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY
Silt Fence Barrier Detail
STONE CONSTRUCTION ENTRANCE
7C ION.
EM TIM
PAVIENENT
A
J'
�
„St
r II TER
CL071+�. 6 WH. A
MOUNT AIL£ BERM
mtRDw. >
SIDE ELEVATION
7OSTDIG GIMIIND
I — YAS1HiALl�.
IC F41
i
I?. Oak'
�'---- cxlsnAc
PAVEMENT
i
VWT al
' POSITIVE IRAilil
Id MIN
COURSE AG WGATE
I TO SEIIDENT
TRAPPING 1117v1Q
• MUST EXnNO FULL WtUTH
DE INGRESS AND EGRFS;
PL
AN LAN VIEW
OWN Now
Giow—
Y.
RE 11•f lIM.1U U�Uee rl �ICRAIM $PACT
SECTION B—B
Construction Entrance Detail
SILT FENCE DROP INLET
PROTECTION
a 4- V001) FRAW
NOi=�=a
III0•
�i
DROP IN r
7
- `GATHEP
EXCESS
PERSPECTIVE VIEWS
_ ELEVATION OF STAKE AND
FABRIC ORIENTATION
SPECIFIC APPLICATION
1I
I
DETAIL, A
TAS METHOD OF INLET PROTECTION IS APPLICABLE, WHERE THE
IAFT DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
TUN 5-•) WNERF THE INLET SHEET OR OVERLAND FLOWS (NOT
aTEEDING I C F S ) ARE TYPICAL THE METHOD SHALL NOT
A RLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
Ih STREET OR HIGHWAY MEDIANS
Inlet Protection Detail
DE TAIL
rB
"B
DEPTH
Gectena• 9t
FeD.K
SECTIC>,
1111191111w,
Few e...qi. ee• ,n•tNhlwn• p.•«•.« o,. ro a••«n ar cp•..pe-
.t••n tw?
t>e •wr i.aen•«� Re.•. m,ar•r,« ,e�w.:rr� pact« c•n,.e•,«v .-....r.
•••.ma «.d+.capn n •o•uM• o. er•n..cm+.n •n re. r. ,o w r s<<o •, .. .
p.,a�; 2 ann•n cow.
Wot..nw re- ra be .-stdl•Q under a❑ wos— CtYI Id slope ,a CK—oomgr
er„n the wecIt,cano".
! Dry Rip Rap MIN DEPT-
Rip Rap ;
Claw 1 1'-
r---- K„ 3D ---•1
•'---D w'--- D
4
SECTION 8-8
Gaa•nn•
Fab -
• use Tywd S•c,•m +ro.r m Dims vu nacho, a•de •ragf. I.ptrom ..din. dad 0•01,
d,r-. a
potwa voo-e
EC-1
Detail
no ate description
RnISIONS
o
Holiday Inn
Express
wr
U G
Standard
Details
f� 'C
C
Frederick County,
Virginia
no: '4128. d w4 b no: q ; ZR
SHEET % OF 9
drown by. ttJawary, 1995_
ee.0—...10,%.
-�dofe:
approved by. CET! scok: None
FMA APPROVED
HYDRAKT
7 on ft v r 05 Sbr»
12' 12-
Dtectlm of Sr"" tt ►r aprwfd W-W to YsstaTlatwrt
w sw ntr.
hits. An 0"4W red to M statnloss
sltrl tr tar coat"
-*Fire Hydrant Detail
HEIGHT OF
THICKNESS THICKNESS
COMPRESSION
AREA OF
I WALL I
AT TOP ( AT BASE
AT TOE
SECTION
H IN FEET 1
"A' IN FEET ; B = 4 H
_-T
LBS SO FT
SO FT I
2
I
1 0"
2 63
3
,0
I� I'-2}f
_-627
1009
I 3.93
4
„
I -7-4
1 369
5.83
1709
8 . 13
6 „
6
0
12
13
14
15
3ia' `,tmoia.d uov "s„rtooe or pl"t
k• I
�� 3 4 `ea,MfC MM asphalt -y.j Q=I' !"►
RqZ
Not to ded6BOCK at WpMQ-W' GC'Dom;, Tap wail
n
Tar of Wol! �
A
— -- -- --
—�
^c,xrocrmn ,Ipr.•s a' mvrah no+ t=cetd��q
E.pa, oro ,/oars o• oa,•as na efoseasp 90
d
Wale, stops to be atasromarlc W orhe, ooprovtd
2.-4
�
2049
10.83
motnol shon off a
D,mrnslons rbsolute mlromum
I
/°
2_9
2385
1 3 93 H =Height in ft
A . I'
e
° I
=
3'-2 }"
2720
l 7 43 Base 4 H
A
A I
--
Wt cu ft earth = 1001bs.
Q
3 -7 f
3054
wdTERSTOp
1 2! 33 Concrete = 150 Ibs DETAi
(e$
O
4_0—_--3386
2 5 6 3 Angle of repose
4'-41*
3718
1 30.33 fill ar#8Aggr
- — + ---
4'-9
4050
---y Mr, grade —
35 43 3° drain pipes
c
A
n
!,
c —
N
5 -2
4381
40.93 8 apart `\
/A °.
-
n
c
47 12
46 83 ',' 12 Porous Backfll
,
6'-0 1
5043
53. 13
(�i 100 Ibs./cu ft \
/
�a
o
o0
Weep hole with 12'x 12" plastic hardware cloth
a
£
I/a' mesh or goHartzad steel wve,nummurr,
A
wire did 0 03 inch, number 4 mesh hardware
p
cloth anchored firmly to outside of structure
SAFE BEARING CAPACITY
OF SOIL
Rock minimum
Gravel 9 coarse sand, well cemented
10,000 - 20,000 IDS $q ft
16,000-20,000 ^
Clay in thick beds, always dry
12,000- 16,000 " ^
Cloy in thick beds, moderately dry
8,000- 12,000 '
Cloy , soft
2,000 - 4,000 "
Sand, dry, compoct, B well cemented
8,000- 12,000 '
Sand, clear), dry
4, 000 - 8,000
Alluvial soils, etc
I, 000 - 2,000 i
o
2 ct
4 c °
° d
H 6'I 1+L—
Note If compression at toe exceeds safe bearing
capacity of soil, o special footing is to be used
Concrete Retaining wall Detail
A
s around modes
CONSTRUCTION OF A STRAW BALE BARRIER:
1. Excavate trench so it is 4' deep and dre width of the bate
2 Place and stake straw bales
3 Wedge Bose straw berwuen bales
4. BaWdl and compact the excavated soft
Points 'A' should be higtwr than point 'B•
PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY
Straw Bale Barrier
ow+c
I
I
• �Y I
j 3 1n i ( P'WNG
SECTION ONLY
SIDETkK N .
N f ##C ,
L= IA%fP VAN
; ----- � ' ACCESSIBLE
--
so" OP an
x'1
r
PaS-T 11111h" IN6 PART Ili ELEVATION
M.T.S. N.�.S
$IQt DWI IACC7r!SIQIl.ITY EY160. fFG+ ffOST till(
t 'YAM 116015STB�F •�SIGG, \ `1� �CfEt5: IL M then_
INI$tI S� " 1 A F A;I Cf sA, I
Allf 91 OR QI;F
OfTAIi
A1Tii�M F Tl
Nt3Ati
C1E1c1
'�... —. _. ..-.. .. ...- t.4",,Jk -
A ia_a
4UUCT I w
4 • PAIMTr",, swp)w
- , O.C. AT 46
IN Rory IF PAW o
(5-if %?Lf_1I*I r?!�
wtv9Fyr wUr"
2_jK 21 IN
AL: OIf��JD+e
1i0' 11th. oER ADh so' joE' 10:11 PUe AI;-�
"u N-PA.D.A 5� —
LDCAt CW' Lt7CA, ar-c
PARKING STALL FOR THE PYSICALLY CHALIENG. D
PCO- su4GLES
Front Elevation (Main Entrance)
Nf'S
If + Z.i !G f~iy /�t� tBrrQ S/A�iF 1�lI�L111ferJ s A ~awry -CFM
no 1 date description by i ck_d
RE�'iS10N5
ce _
Holiday Inn
Express
4.
ems',
Standard
Details
0
U o
� r
Frederick County,
Virginia
a) a
�y €
dwg. no: '4',28.dwgr job no: 4128
drawn by. twp date: January, 19951 SHEET 8 OF 9
so--c at» i..etleP ut.
W Frttsldlw� 734a1
I
---t---
DC "�• vestnlf
ot,oroved by CE�t scale: None
I
SOU ARE SKID PAD 6-NICK
CONCRETE ASTM C-ISO
40DO PS,
JOINTS AAE TC SE SEALED
WRH '0' Rte6 OASXT7 �
INVERT CHANNEL TO PROVIDE A
SMOOTH TRANS rTM N TO OUT
FOR ALL CONNECTIONS
GROUT 90TTOM OF MANIOLE
TO FORM CHA'1EL
6" 11MONG OF
•dS STONE -
1� "TOP OF MAIL D AT 0111,0E N PAVETEM AREAS
Uhuss orT"vtSE DIRECTED. TOP SHALL BE $ET
IV MN ABOVE GRADE N EASEMENT AREAS
4^lq*
• CONTRACTOR TO GROUT MANFOLi
CaV� N PLACE
�. 4 BOLTS (3/4' DIA)
TMENT RHOS (11 -MAX)
S" MAX f • ST- ECCFNTRC OWW
t
• : COVER IS DIRECTLY
•' - OPPOS IT[ THE DOW?I
STREAM SEWER
.i.
.' 12" OR 16'ityp)
.o PIONEER 301
e = MAST APPLIED
• a 8E7YEDi JOINTS
• . d . AIO ON EXTEA t0R
SIDE OF .ANT.
-
20••MAX '----
. 1
ARIABLE
-PPE TO MA*D i
CONNECTION TO N
avFLEXSIIf KJ1W
3 -0• MN
4 -0' MAX.
`TOP OF 91?O+-
WALL SAPS E.Ev
AS TOP OF POPE
NOTES I Mental, seottons shall Mr. an entornal aaat90 of aprwed ►Nlrnertto Crater preN}o prier to invullkaef.n
2 f,..n 0. ady,A91nrent raps hour he us" ff 64INVI ttaht elevation 010-6 tw tnahot
TIWv s1taR haw r vwtarrr eaeffne of ►ttlsnuNe wets, prewlell
3. Nor[-Shrv* ,.A Wild, stYna rwey M used for final slope adjusttly-k
4. SKIN pad to be p'.hdd! vaunt masdeeles 16oatN In slwtlMrs of ,•ads
S Fat top wdtt+o shall be usba an fha low marVeele (6 ft or less) MUMtions
Pre -Cast Manhole Detail
NMI' RON
r DU. QKV - J
SIL alt NCI
IOC. FILIM AND
O PPED MOO@
M FTe. N'
Oil fw%Fen-------
O 1.. PLM
.tt
F MC91 10 07co BALD It6
?_ir SOFTIE «t.
sn'AsD9:. wv* aeu
D. r cm
.R' PJ1.41 aft'-1 -0
%UTES
01101 Fofar 1a M,O4 BniD11C
a 4 mC JIM "I
YI Wt7M 'A -A' FIR DETAILS
e' CDC " tA,A'
f2 011112.9 9-e1
TN SAL M 10-:1a'
mlt aFrs a1r. FEDF
e Luc. Area er. safc ,e
pM MYL
f61 ILA FAa9H, ONOtS
9F ~06 nw
AL' yell FDA9E7 AM
Tt a PAWED TO 11,101
Au 10D FOR IIAM IS iL
IF ea+Ql® A am • vief
riff L9'Kt ears
ref Wmid.f4
iii'm
2.1n-1 2 t'2
sn tla i
wa FtsaE /
t• tz
IFL YIM
t2' U
1-1n-s 1-t Y22
34*'Y 12' LS.
RL . I VELD
ALL MOLD
Gotrrn.d yore to be Wen, f '.. ..
I A . e' Smooth Dore+siopplo.'2' GC to be p1,Ca0 to an mom od10C e.,' on an Whole of 68' 30 won to Lit -It--
+
foatuthrtgconche/e to Prevent e4ittement D. bd Naraarwlh}'.4'.ha shrew •So..wr. 1.e
breeealw, .erred to 99n, plait adapd an to be pruvtded
' Eaowabon Jere-, of 2 ctic daern N r 4'-0•a velar. NOTES
je---4'-r-'-- j
• Via 2.v_t{rtmis fees SIC ST-1
{ I j "yf . • nsnv� Ww.•, tni iV Li M1. u .T
fsz'a 0�.. rE=
�t5f1I rw eotoCovers 91 +,;., F,emt A Cover _ �..• S►orKtaVd DI -LA.
r 9Wa a Li�4LY eof S1'4 IC-2 ' a' --�r--�ttT^ ~
M, c rve•a+w r ,1 i %. '• IZa mn. Wfrr. specified m Dbrr ifo Imwt k b ;Aa sfwsad
I-Y; r, r a>. • •,•.�� I T �- --- 1111
mar - 4'dw,r In acordws edit Standard Won IS-' Tha cat of
� ; ; ` I •' i 19' ! T +'•••"• �. 1 Type a �,q a I i H N r e4 I •6f3,a7 O, kritwimshoorriai91C bfand D+nCtumAsdoff
i flie s tN0 fDr�tfM drop
1 - it 1 : 14'tar w arr,afle,- -, A t c c a ae6 wor
. L•�'I IV IT, Complete.
e' a C tor. ,e w P..r.e a.. : ti I2' IZ'-ES•-! toe Z4•
Tk NOSE DETAILS I 'n man
{- rt-{may-} ! iV iV 1V i+ r TNs item may a Precos+ a cost m Dwce
s-
AN cost place concrefe to be Class A3 For precos'
c�-- �`�~f`1 I L'-- ` in
Shot 10103
h
h It -M
Y-d ' tor. D
�._.«,
Fr+ el cede )
GocA Conrro ,Ar.•• 1 i
I !
'seeped Mr
Warr s ttp.a ;, r+••' Sale A
1 �\•
;�
o,
L_�
I
The 1f•Orteene.On e1t0a.n on tee StarWwds onto af»cif tad
on Inv pots trill to meosured from the invert of the out
•
run•
' ;___-�_
i
SECTION A -A
rml p1Dt tome top a reee sfructlro Pton'H•tlrttelvt+aM
�,,,,a, •,o,n,
v
-,
Ourt er +• +o or w+tec +Sw atone,
.����•
t
Pro opprommote Wy for ashmot nQ purposes oM the
It sea. n swrus:ee
�"-I4-�
weer Cu,o c . ,,.p�:+,o. "--a'd -r
9 red :�7 y.--.1i
•--•i 91 �------2 7' 91
^
actVO Ermeh40no 91W I1 a{datermrnad D7 iM �,d+irdetor
a4 Ali
a w".•
_Jf���
.Veen
'2-,
f._____--4-2`-
•ram field Cmdnlons
6 ,+•n. ---__
fC Mae -�•
Npre Thle also ma, Do tar than, in ImICf; CON Me 4.panf-On ryn•{ i---'--tQ IMp+
--�- fere.I
, -y
h dA,an+ tal9ri d 11ee outali IMpe • F•9Fw av'
atilt bpp+v only to curt w curt onto 9."v
PLAN
e 4 .8 Smooth OoWea f) bppro. 12•
Option
CONCRETE OUANTiTIES FOR MIN DEPTH
to Who, of the stner",Ite fM*•t of nee swwkn
--9-o'--1
(Grove Rafrwaagl)
c C ro a placed n v9m bdiocarli
l2'corc.npo- t44OCurde. Comets
t!MI be Ynped +vale cenrr9 trorto to Dr9t,itt MWMo
L - raleaw - lee•. 20'
-•'� a�^--a-� -�
SECTION B'8
# WUD AWe ,wlh 12's 12" DloMrc Iwdarar9
CWrif
10 apotl K"ta to pray.
�
15'cor+cpipe - I.528 Cu Yb Centreta
v pondirtp of .ate, in the et.uCfiaa The opal for
2 �'--� 6•i--E'-�
B I I
Cain v4• most) or 9d9t 9aMted 9a1 WITS,
g 1119mant.
19' colt ncn,W pepa- L620 Cu vda Co
r.rrl o •d: be etdded in M php Ell tee
monartum a•re glib 0.03 inch, nunber 4
In lwu of rbwW o 2•s4•nnkt may be
24-obnc. pipe - La 17 Cu- YaleCLfr rate
Nee snuctvM
mnn hardwire Ciotti onchored frmty to
poytdWd.SN 9ladord T-q-3, 4
Add 0-4" Cu.Yds pr oddno rond toot of dn
_
E
Keyed crrn �e.n. �M'n b' ♦,.,.ecn Writ.
out We of strucMe
aher•rgN des[ n
h----------------------------- : _,/ Waoed9.tw SECTION STEEL-}- SECTION CAST IRON Z•_6• � NOTES
,- 9a,s r ban LY4 s 2; a �- 11 Z'-7 =�-----� 1'- 3•-+{ � N
'!!t i e A non atoll +nwi a uSad Mrs l d( '"! a••+• p-1' -37 lugs t0 Cal
�`. ys' •i D.e.nr•' eCG•3 a CD•, Slandoral 2• F,y�- _ .---a!•tAor..+r I
' •••• ,•• •fly Was, Wtrh colror
• ....K.:. �...�.� '{�0
CRONT ELEVATI(r•! IT E Mfe asa. via'.. .tea Dr+ ewe r-~ 'Horaron ao•r peen
w.••.• .w..•c' t! n Sronewda �aS.nt n Any ottehraliN methods al toner",
_ t + r• I (� �i�{��+ �'I .0 nw!mq the opbovol of the Erig I of,
`A +.cam. +.c . c. •.a.c s - ha s.as• •_,ell /or 'tv t0! 'On
L^ Ins e.e-+'•+e .•veil :' »e auNOr WDe W nrpnn tlton ltx x'!v^ not . + 4 i ft Net•e nar.ro•. .o a•e• •••.non n .+ ((t(1yy tL7 (y5• U �(t k "t u u hu, I i J '
e of try et,r:•+te lne.n.e„Ol rM strut l:rl. ft)p;. De MODed rlM Damon' tl. r�r® ap•.e,r • �pTgrd+{"1�11 jIRRy,�o N I I.rg9 09 MOWn har9rn
c yt. i,♦ W41h r 9ot.on,sae star. s wafd I ff.6ltri 66_3 Rua •` Broce Rtbs 'U'{'J1 IIYij UU tu11uf U
Nc+H SrOMore rvue may 9a tOnf nuC+fO rdM CdKle4 mOr 10 p a,_. ttbfb•n0 S Pa^drW Of vrON+ r Inv tN.0 LD . M . Fv r•K b.en se• -
cos• b r+r.,' +nop+np +hoN oat +ncl.bed n the W+ce bid fm ifee atrr[rede +•ua m. 0 Oa l.ch• revmMr 4 maen T s'a 11 - oil Wnnattare. W' dot Including
Stan 0,0.onc. ..,. fn. ato.•s ens.+ r tw,e•e,f Wale onctw.a I.rmly to e'r'-t•i --� a•- Ip GOIIOr CyrM.CKy4' lu 9 1 �i1����'! ilt'D��O -►+
Stonawe O,e..no D,-sae r wnio• of urMr,.n �' � Fit, d+monoona and ataft" le. rot roatn w. Coat Ee 2 ^SECTION A -A I
STEEL pee CAST 1-�1 t,,+.
01•3B IRON , I
_ . 4` Stud Sl,sar f 1 -4 4 ' 1�
L -^
-•w a.- -4
-
------- -- - - -nIRON
1SECTION C-C
APPROXIMATE WEIGHT
n, r...• We".rrran raaeN an rle,a leer n•M1 . b M erteMe n arer+atre ..• SECTION g-B Co+: norsiWed.e A. Es'!The s .1 A,r.r, w wecq r oweredGrove 363 t IS lot
D M `a•ma noon aWo.n on end slwt0ortls ono Wae+ftea an the plans wit'. e 9 the •h•rnF It at be.tat.►., r �+. ►e. w r `•, drat •aa weedeno DETAIL WHEN USED
The "!
moo. urge 11.1 the m..'t of 1.4 ..,toll Pipe t0 in. top el the en ,[ Pion -N• LWW% M seer tLi a+n, w at" an, be.nee an ►ion• ADJACENT GU CUM
a,meneo" bra awo.,more ma, Fixoav+movtna ou,coses one trto ouuot d• ."Mons +^ e i WITHOUT GUTTER
am"MO,H•m+ne0 by !n1 cony roc ror Item naie cone. none a- wet is read a. r-O- tood1w, Me" • ,• a• sea.• -tee. l
a.t. 9raMe.0 We
Title a•m ma, e. enaa., e, see, .. Pa.-t
DI-3B Detail
- -STANDARD MANHOLE
AT' '_ 8"LINE FROiri
-HOLIDAY INN
EXPRESS
r1n'10-1rr >T 1n•
RIF STY"al SPAa 'e
DROP MANHOLE WYE
mac-- --f o 4-a 2'Y va' •� ••a • ♦ •
1 STL s a• LG
1� t 111 m you I TEMPORARY DROP FITTWGS & P1PE
'Aa L''` °D' SEVER PLUGS
.• Lc.. tern Y : a (SAME SIZE AS CVCOMWG SEWER)
A1. AIO)0 (TO BE REMOVED WHEN F.C.S.A. -•. -
falf POSt SERVICE IS AVAIL ABLE)
21n' ••r. -
f
- 6"MIN. CONCRETE COVER
�
eI Ate- 1 : ALL AROUND DROP CONSTRUCTION
1 IOU ► : ;•
ALL
Nop 'f
- -- axsr HATE 1•'v1•Y1 •ti '. 1• 1•S•ti K
r- 4 I D61DE Of • �w tN f I�' J,•A�•r• '
!' DU.
Gas w 'a -I' ti•ti i•ti , • ti •�•s •ti. a•�•ti•ti.ti •y • �.
Rm va7 aD' Le- I - I mitre�l�l
IVEAo+ -�_�- ~ " EXTENDED BASE FOR
toes + Mnx 6" BEDDING OF DROP CONSTRUCTION
Pon.4KIE IECl1G• __ -0' -GTE fi•Ett -. M68 STONE
tS -a-
7 A .-a.---f-'�'4 m•-6• -
It' L VW FROM
-HOLIDAY MINI
EXPRESS
r - - tell _-
_ - TV' - i- I �j.="•�Ti�'jr
I FWD6
. +�'' �~ REVERSE WYE
W ITH 8< PLUG
VALVE
1---- t - A I Drop Manhole and_Wye Connectio Detail v___8- PIPE TOTEMPORARY CONNECTION
e,e n <n• . i.. WITH STEPHENS CITY PLANT.
e.t3. .rR ••
d
I 1ADc 2 s _ t Slope and Width,sin a l/a a
csc. nFalNo isErFFw.a -- =4 I to Indicated 6 4
SEE DEIALL - I I al"F -1R
1 6' Pavement
eel �-SbDe t' 1
l Claw I�3, 3.000 PSI /uF : a
4-
12' { ,.
Entrained Concrete - A '
tom_.. `Xi E8ti1.? - !::%' �• i..�' •i '!'/,: ;G''�:' Y :: s :: L'[Iti{ Y'.'.iA .. } '..!:: :ti is r 7r
or"o If StillA ate +TP Afa 'fW, •tF Weill QKi3P.'Irw ••, • rf• ��: 1,'•1i"4 • •• •. «�11; .�' 1
AQprogaw or
Grading A Natural Sand i Y� •• i.
3,000 PSI Concrete
�_ CorTlpactetl .. .
Dumpster Enclosure Detail CG-6 Detail s��g,ede
a3ffBq-x
S STiCRR
Pvcwmc OV am ya,
b' Lot AT EACH SA71
FRAME OET
OE SUCK CQIE 14 ---- -- 4' COL
nv (P AS mDE PEM;n am SAU
oLFNowL 10�. FILL rR, c
KDE-&IlmTE 011Ft#S 1r CD[
OF COO MO J091 Cap. - y wrN
AT 2" 411
9.0
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1 Al 2" e•
dv 6.c
f
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DETAILS OF COLLAR AND GRATE
DI-1 Detail
I.D.O.T. 21-A
O.D. 4.
4"
Y.D.0J 21-A
CLASS -Bw
BeddinLy Detail
,150"-- 1 RsvY per .C.S.A. oomments
date T-T _ description
REVISIONS
2100 N•'", Can•renStreet
o.
�'�_ m
Holiday Inn
Express
Standard
Details
Lti a
U e
-
Frederick County,
Virginia
0„~„r
deg. no: 'gj2�.aw- rob no: gi28
To
5
,Ao-C DI4. 9raartMlm Dnw
drown by. twp ;date: rivnuary, 1995
I SHEET 9 OF 9
fell itaL..T1,
approved by. CEM stole: None -�
HOLIDAYIF]N 114
ite Develop ent Plan
GENERAL CONSTRUCTION NOTES:
I. The contractor shall furnish al/ moteria/s, labor and equipment and
perform o/l work including restoration for the completed installation of
the utility systems and a// other improvements shown or implied as
necessary for the completed fac&Yy ready for use. Unless otherwise
noted, specifications for all work to be in accordance with opolicob/e
Standards and Construction Specifications of The Vrginia Department of
Transportation, Vrginia Deportment 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 ovoid damage to any utilities. Any damage shall be
the contractor's responsibility. The contractor shall notify al/ utility
componles - 72 hours prior to construction. Cal/ 'bliss Utility' 1-800-257-7777.
J. The contractor shall be responsible for al/ construction stakeout. All
d/mension4 elevations and locations shall be verified in the field by
each contractor prior to beginning the work.
4. Any unusual subsurface conditions encountered during the course of the
work shall be immediate/y brought to the attention of the Engineer andlor
the Owner.
5. All grading for improvements to be confined to the project area. Any work
performed offs/te is the Contractors responsibility.
6. Contractor to obtain, at his expense, all permits required of this work
and shall faithfully adhere to the permit conditions imposed.
7. Design features relating to construction or to regulation, control and
safety of traffic may be subject to change as deemed necessary by the
Vrginia Department of Transportation.
8. All fi//, base and subsurface material shall be compacted to 959 of
theoretical maximum density as determined by AASHO T-99 method A.
within plus or minus 29 of optimum moisture for the full width of any
dedicated right—of—way. Compaction in other areas to be 909
9. Access for emergency vehicles must be mointoined at a// times. Temporary
street signs must be posted as construction begins. Access to Lire
hydrants is not to be impeded at anytime by construction materials, parked
cars etc..
10. Cutsheets shall be submitted to the Engineer for approval prior to construction.
All cutshsets should show existing groud elevations at centerline of utility,
structure or road, and offset hub elevation.
It. VDOT approval of th/s Site Plan expires 3 years from date of approval.
12. It is the contractor's responsibility to meet compliance requirements with
SEC. 59. 1-406, ET SEO. of the Code of Vrginio (Overhead High Voltage
Lines Safety Act
1.3 A Permit must be secured from the Vrginia Department of Transportation
before any work is performed on State Right —of —Way.
H & W CONSTRUCTION COMPANY
P.O. Box 2468
Winchester, Va 22604
PHONE: (703) 667-3752
d A
.'
•., r.
4 s� ♦ i 0
r � +
*E �� 776 •
� � s
4•? •a.�
7645 J O
Vicinity MCL p
� —r
Scale 1 "= 2000'
January, 1995
F•REDERICK COUNTY, VIRGINIA
Plan prepared by
gilbert W. clfford associates,
Engineers — Land Pla mere -- Surveyors
200 North. Cameron St.
Winchester, Virginia 22601
(703) 667-213.9
150—C Olde Greenwich Dr. Y"
Fredericksburg, Virginia 22401
(7.03) 898-2115:
i
SHEET INDEX
1
COVER SHEET
2
SITE DIMENSIONAL _ PLAN
3
SITE GRADING & UTILITY PLAN
4.
LANDSCAPING & EROSION CONTROL PLAN-
5
OFFSITE SANITARY SEWER MAIN
6
STORM & WATER MAIN PROFILES
7
STANDARD DETAILS
g
STANDARD DETAILS
9
STANDARD DETAILS
SURVEYOR'S CERTIFICATE
I hereby certify that the information shown on this plot Is based on an actual
field survey made under my supervision and there are no encroachments or
visible easements unless shown.
Inc. ,
_��%_ Scot W. Marsh, L.S.
APPROVAL BLOCK
TOR O PLANNI G' &ZONING bAT
4
Ew--
v�
w
I
Con#ect with Existing
Comfort Inn Curb & Guuter
i
i
i0
(COD
o , r�
II
i� rn w 50'(min) B
--i 21.12' h--
O
O 44.
1.7'
20, 9; I
i
24,
59.5'�
I
40' Entrance I I
Z � y
I
p) SOR
ryh n Truck turning ° I
Iprohibited sign
C �I
�
I
36' Toper I I /
Ex 18'
I
I
30'
-io / C
I �--- x
I �. STEPHEN F
i
I --4 ' I ITY MG4EL '
i
I �0) r SSOC,J�A TES
f I LIMITED P/ARTNERSHIP '
.co O Zoned: 2
Q 1 I
b Use: Hot I
b _ I
I
HI h Rise Sign Location 0
Si LA 019-94 020-94) 28
1—Concrete Reta/ning Wall 32,828 sq.ft.
S56'51 '29 "E
,I„
3& 75'
Accessible
24'
1
22'
22'
400 15'
i ht: V.5,
:I ranee: 18.5'
Loading Area
r-'We Parking-• 772,,
a Pool
4' _Sidewalk In_ I
area along pool':
24'
Concrete
5,R •: Apron
9'
Cut in Concrete Curb, - 16. 20'
97'
ty Line
s SLOPE EMBANKMENT ADJACENT
TO ENTRANCE TO PROVIDE
MINIMUM 550' SIGHT DISTANCE
HARRY F. STMPSON, JR, ET ALS
Zoned: B-2
Use: Vacant
New 70 Room Hotel
F. F. = 736.67
Total Floor Area: 39,381 sf
Building Height = 35'
Van Accessible Signs
20
�i 8 See Physically
' (t)p of 3� I Challenged Detail
24' 24-►-
8'
Painted Stripes
9' 20'
N56'51 '29 "W - 400. 00'
Brick Trash Enclosure
Exterior Wall to be built 2
Face of Gutter
to allow drainage around
enclosure
(Pour 6' Concrete Dumpster
pad as shown)
Fire Lane
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 !t
Proiect Site Development and Zoning Summa
Zoning: Business General (B-2) No Proffers
Current Use: Vacant - Undeveloped
Proposed Use: 70 guest room motel & parking
Lot Area: 1.5152 Acres (66,002.112 Sq. Ft.)
Tax ID Number: 85-A-146A
Magisterial District: Opequon
Building Height Allowed: 35'
Building Height: 35'
Total Site Disturbed Area: 1.5152 Acres (66,002.112 sq. ft.)
Required Provided
Front 35' 120'
Side 0' 15'
Rear 0' 10.37
Floor Area: 39,381 sq. ft.
FAR Allowed: 1.0
FAR Provided: .5966
Pig and Loading
Required Provide
Parking Spaces 70 70
Handicap Spaces 3 4
Loading Spaces 1 1
Landscaping
Landscaped Area Required: 15% or 0.23 Acres
Landscaped Area Provided: 27% or 0.40 Acres
Parking Surface Area: 0.70 Acres
Parking Lot Perimeter: 875'
Parking Lot Perimeter Trees Required: 22 - I per 40'
Parking Spaces Provided: 70
Parking Space Trees Required: 7 - 1 per 10 spaces
Total Trees Required: 29
HARRY F. STIMPSON, JR, ET ALS
Zoned: B-2
Use: Vacant
GENLRAL N071=:
1) ALL DIMENSIONS ARE TO THE FACE OF CURB (FC)
UNLESS OTHERWISE NOTED.
57&
Type Of-38
Top- 72 00
E
Inv (Ou+722. 00
L-6'
A.
Type DI-38
I
Top- 72100
'
Inv (Out
=720.81
Type 01
3B
Top- 726.00
Inv(In)- 19.50 I
10
Lot A- Inv(1n)=719.50
In v(Ou t)= 719.40
-
a I
w
w
Storm Mojni
•A'
w
__j
20'-15' RC
O 2.00X Slgge
0
c
T r
' � r
+ 1
I I / o ISTEPHEN
I T Y M 04 E L
p S S 0 C/A T E S
I f'� L I M I TIE D P A R T N E R S;'H I P
gone
Use: H
of I
Cl-
\ Con6oct /with Existing /
jComfo`t Inn Curb & Gauter j I
L
O
c a> ( R I vo 1 Jaht Of
-kiod-vi Sod
R a
I
II h
X c I> r Type DI-38
w Top-730.50
\ In v(ln)- 723. 10
Inv(Out)=723OF' Hwtr. / 2' Meter Vault
=s' r'060 T"\SY6 51 '29" N 644.65'
i
.i
ro
P —
� N _
to
2-22�_- Bonds
.•;:
' ••�' a �.� ��
•
C5
s
Inv(Out)=719.W
Q I v ut)-720.00 (1)/
1 r_ SLOPE EM ANKMENT ADJACfF /
TO NTRANOE TO PROVIDE
UTILITY YOT.E'S.-
1. Water and sewer lines are to be constructed in accordance with these plans
I and speciflcations and shall additiona/y meet a// requ/rements of the
Frederick County Sanitation Authority. The contractor shall coordinate with
this agency and arrange for inspection by the County as necessary.
2. Contractor to clean up and restore disturbed areas immediately upon completion
of pipe -laying in the affected area.
J. Exact locations for sewer and water serlces to be directed by the
Frederick County Sanitation Authority Inspector in the fled. Contractor to provide
assistance as the Inspector may require in this effort
4. The Sonitation Authority maintenance department is responsible for the insto/%tion
of water meters Before a permanent meter is set they require; 1) the frame and
cover to be properly aligned with its meter box and yoke bar;
2) the from& and cover to be set to the Final grade of the lot; ,i) the distance between
the top of the cover and the yoke bar to be between 18 and 21 inches; and 4) a//
components of the meter box assembly to be in proper working order. It is the
developer's/contractor's rvsponsib&!i , to have the meter box assemby installed correct/y.
5. A double check valve backf/ow prevention assembly is to be installed on any line (lire or
domestic) that goes into a building. fire assembly is to meet ASS£ Standard No. 1015 or
1013. If the assembly is mounted inside a building, a remote readout is Wu/red.
I_ _ r ar-s
I — —
�) PARKING LOT SECTION
/ Not to Scale
• —
779
738 '
ar
/ ' 1
�Qos,Electric,7V
Type Di-1
&•��� Location •--- [, i l
Top = 735.25 New-7.Q Room `doter i
In out s7 : �. �..,. F F.� 7 6.6� ��, '
- � ` -- � � o oar s
- Buiieirig Peigh t Z5 \ I
1 -- HARRY F. ISTIMPSON, JR, ET A,LS ,
_
_ -/
t s' , ,� Ramps - %� �oned: 8-2
> - — x5 /� �\ U�e: Vacant
-P0ol - `
No Fire
GV do ox
eK
_ �. SQL--
at
� '� I / I / / 1-1/2" SM-2A
= I y' / + / ' / , c�c s 3' 8M-2 (min)
_� �_ / -�- / / f� 8" 218 Aggr ate
/ EX EOP Cut Smooth
7 / 7 737 •:.• :
72
7 / j / / 739 • •'
1-8�cap (Eyfurt_Con_nection) l 741 /
GRAD/NS.h`ASEMEN T fQUIRED / lI ` ` 7 43 SECTION " A — A"
_ / Not to Scale
/ / / �` _ /� �/ /r `� •� See Sheet 6 for Drainage Calculations
/ / 9 evrsrons per ommen s w
I *v- MI�MUM�O' SIGHT DIST GE 5e4� /// WI 4' _ e sons�er ommen_s -
U to , i �U, `-'-�� 18' CLASS /RIP R
/ Comments
0(:) 1 4 (6'-72' Size) �--- - -
no ' date deeeri Lion b ckd
/ 5 6' 6' REVISIONS
loe
-' - -�-- 12- ti o��-�� Holida Inn Express
Ao Y P
� �•� � � � // co • 12BEN �
— _ G FABRIC g Site Grading & Utility
0 0 Plan
HAI fFY F. S_nWy§ON, A ET ALS
/
I i / mooned: B-2 a dw Frederick County, Virginia
no: 4�1'�- - Yirginis
i ye CONCRETE FLUME DETAIL SECTION "B—B" SECTION "C-C" p 9 412ddw f SHEET 3 OF 9
Use: V ant � ,.,..� �� Dom , drown by. twp date: Jan=ory, 1995
/ Not to Scale Not to Scale Not to Scale ,.,-21„ approved by. CEM scale: 1 _30'
11
a
w
I' S T E P H E N
' I 1 C I T Y M G4 E L
I I A SS0CZA TES
L I M I T E D PPtA R TN ER SHIP
Zoned: 2
Use: Hot I
L �
J
« SLOPE EMBANKMENT ADJACENT
TO ENTRANCE TO PROVIDE
MINIMUM 550' SIGHT DISTANCE
INLET PROTECTION
TO EXISTING PIPE
HARRY F. STIMPSON, JR, ET ALS
Zoned: B--2
Use: Vacant
S56'51 '29 "E — 644.65'
PERIMETER TREES = 22
PARKING SPACE TREES = 7
TOTAL TREES REQUIRED = 29
TOTAL TREES PROVIDED= 29 (GalleryPear)
LANDSCAPING
GENERAL CONSTRUCTION NOTES.-
1. 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 gross cover. Areas not graded shall be disced, leveled
and seeded to achieve /own conditions.
2. Vegetation plan: All gross areas to be seeded with a mixture of Marron
Kentucky Bluegrass at o rote of 2-3 lbs. per 1,000 square feet and Annual
Rye of a rate of 1 lb. per 1,000 square feet. New/v seeded areas shall
be mulched at o rote of 70 — 120 lbs. per 1,000 square feet. Adequate
watering and fertilization are required to aid the emergence of new gross.
Grass cover is required to satisfy the requirement of this project.
FA
PLANTING LEGEND(SUGGESTED)
Lirope (Variegated) or equal
EROSION CONTROL
GENERAL CONSTRUCTION NOTES:
All erosion control structures shown or as required during construction sho// be
continuously maintained throughout the period in which areas are denuded. Areas shown
to be surfoced are to have stone base installed at the earliest possible date after
establishing grade. No area is to remain denuded for more than 30 calendar dot's when
construction is not in progress.
Temporary and permanent erosion control structures and methods to be in accordance
with the rirginic Erosion Control Guidelines and local ordinances and to be utilized during
the construction period.
The Contractor is responsible for installation of any additional erosion control measures
to prevent erosion sedimentaion as determined by the E & S Inspector.
The Contractor shall inspect a// erosion control measures periodically and after each runoff
producing rainfall event. Any necessary repairs or clean—up shall be mode immediately.
Contractor to contact the Frederick County Engineer at (703)665-564J when erosion
and sedimentation control measures hove been installed for verification of compliance.
TOPSOIL STOCKPILE
Gallery Pear, 2" Caliper or equal 200 N.",-�'--
(7W) E67-21JY
Barberry Dwarf Crimson, 2 gal w p
or equal
Mugo Pine, 2 gal or equal a
Bark Mulch Area or equal c
ti m
� m .
Q Yucca "Filarnen tosa" or equal •° 1z -9 150r aw. Q'_.W D*.
AREA
RRY F. STMPSON, JR, ET ALS
Zoned: B-2
Use: Vacant
CE
Construction Entrance
—SF—
Silt Fence
IP
Inlet Protection
Rip -Rap, EC-1 Required
Straw Bale Barrier
REVISIONS
Holiday Inn Express
Landscaping & Erosion
Control Plan
Frederick County. Virginia
wg. no: 412g dw b no: 4128
frown by. !wp dater jot I SHEET 4 OF 9
Ex. INH
Inv.?696.68
____
MANHOLE 3 Mir "�`Z to �"EY M"� i
DELETED FROM PLAN Use
ROUTE ATE 1012
>��_—EOP _M H #2 ,,•-144 p TORN RUN
— — -
-
r
MH #1
POWER POLE I — — —
L—
--
TO BE BRACED
DURING CONSTRUCTION '~
it
POWER POLE .., � �'' `'•. ., �.
o �a GRADING ALONG BANK AS NECESSARY TO BE BRACED
o P TO ALLOW SEWER PIPE TO BE INSTALLED DURING CONSTRUCTION ♦.
Qk , �+ 4 OFF OF EDGE OF PAVEMENT, w ti
�h 20 ' SANITARY SEWER EASEMENT
SANITARY SEWER LINE NOT IN
OPERATION UNTIL OCTOBER 13,1995. �`\ MR,�'-
O/ FCSA DOES NOT OWN LINE. ANY WORK �I
ON INPLACE LINE WILL BE DONE BY CONTRACTOR, ,.� � � � t `E>' a- p;�
:A
RICKETTS CONSTRUCTION CO, INC.
Pr
rap. MH 3
INSTALL MH1 & LINE INTO MH1 `
? v
-' Inv. =696.07
a f 4.9277 ACRES
� REMOVE SECTION OF LINE
�'. BEFORE WYE. -
,-1
CAP WYE.
CITY LAGOON.
T o,
INSTALL BEND &PIPE O STEPHENS
I
., "I WHEN FCSA LINE IN SERVICE, REMOVE CAP & BEND
hAND RECONNECT LINE WITH LONG LENGTH SOLID SLEEVES. J f
740
o
`tzft p 'np —moo
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DELETED FROM PLAN
730
X. GRADE
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IS
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720
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(703) LOb-2745
710
j400
_
---
--- - —
- -- _ ----- ---
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+
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+500
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evM per .A. comments — — D.S.F. .E.M
_ _
r
no
date
description
by c kd
o
J)
v)
--- -- - —
REVISIONS
-- --
o
r
p
�p
sp
--- - - . -- --
—o.o
-----
- --_ .__ _---- -�
d n
Holiday In
Express
xp
®
L
~
"
~
"
Offsite Sanitary
Sewer Main
100
LJ
3
z
az
oz
of
0+00
LJ
1+00
2+00 3+00 4+00 5+00 6+00
7+00 8+00
9+00
10+00
II
Frederick County,
Virginia
D
OFFSITE SEWER SCALE 1 "=60' HORZ.
1� =6' VERT
dw no 'vtla aw "
�
�eno:.ionuor�
`
SHEET 5 OF 9
drown b tw
Y
y tgy,
approved by: r'EA!
scale: 7"=k"1,
O d O � O H O N N 'Q O p Lq O p O
UT
6. . Oi N a? �. . . . �.� .N . . . . . . . . . . . M. . . . . . . � Q». . . . . . . . . . . . . N.cd . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O
r7 C.Q
II II II II II II II II / II II II II II II II II � � �
i. . . . . . . . � �!1 . . . . . . . . . . �. II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II. .II
736 0 0�>> -- �~ '' ---- -�~ -- o� 736
C c C
- Q C
...... ... a r �....
a
Ex. Grade
733. j. /. .New Grade . .� / .73J7
/ I
�. .� ~ 0 8" water Main / . Ex. Grade .
Gn- a> . . . . . . . . . . . . . . .
730 °' �� 730
78 - -- ` ------ X11ear5e.crat.foZSeparation - p------- - ---- ------
a�
. . . . . . �O. �. . . . . . . . . .. . . . a . Existing •Grade
�j�,New Grade.... ........... .....Qj ........... �........... ............�. .... ....... .. .. .
7 2 7 � ~ New Grade 72 7
U
...... ........... .ln.. ... ... ................................... .......0........ ............ .. .......
724
! _� 724
(1J In I m
.. ..... .... ........... ...... ... ..............W.................................... �... .......
.......... ...
721 122'-15'r RCP @ 6.68% Slope av4 721
... ...... ........... U........ ............. .............................. .... .......
. . . Req'd . c� . . . n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .cam .
718--- --- - -- ---------- ` 718
1 � EC-1 Req'd a
tiQ.......... i .............................� �. �...... O �. ...... .. Q ..
CIO o ;; N o 1 163'-15' RCP @ 0,50% Slope
.... +..Q.il..� + o .............+. ............+ w�.
_ 715 --_- � o
O II O _ a _± 715
Storm Main "A" Profile Storm Lateral "A-1" Storm Main "B"
_Scale: 1 "= 30'H,1 "= 3'V Scale: 1 "= 30'H,1 "= 3'V Scale: 1 "= 30'H,1 "= 3'V
DRAINAGE STRUCTURE DESIGN PREDICTED STORM FLOWS
......................................................................... ....... .... ......... .......
Con rete Retaining Wall Grade
.... ..... ... .. ........... .... .... ...... ... Existing . . ..
740 740 740
Existing Grade
Remove 1 Joint f Pipe
737 737 737
. . . . . -8" 45' end . . . . . . . . . . . . . . .
• New ' Grade
I �,X New Grade
.... ..... �,. ............ ........ .......
734 734 734
I
so a�in, dear urou
o cover
.
I
i
(min) Clear'
.
.�
. . . . .
90' .Bend.
' =
Gr
Req'd
i�
C
. .
f'-
731
X
7 31
6" Fire Line
Gv
731
=
g" GV (2 22.5' Bends
�D
N
cn
x.
i
I
. I .
.
_ x
=x
.
�.
W
OD
15" RCP.
II
ap
II
cp
II
z
. . . .
728
. . . . . .o
O
0
cv.
N
0
~
�
0
. . .
. cri
�
o
. . . . .
g"co
1
. . . . . O•
-
. . . .
728
0
. . . . . . . .
0
. . . . .
. . . . . . .
. . . . . .
. . . . . . .
728
o ter
Water Main ProfileM(7/n Fire Water Profile
Scale: 1 "= 30'H,1 "= 3'V Scale: 1 "= 30'H,1 "= 3'V
TV0
DIIIENSyM
d
1
1.5
DI-1
2'x 2
.17
2
0.7
DI-3
4'
.20
3
a 8
01-3
4'
.22
4
0.7
DI-3
4'
.20
5
6.0
Flume
4'
.50
7
0.8
DI-3
4'
22
HYDRAULIC COMPUTATIONS
RE
AREA
C
CA
to
►to
f 1
A
.11
.9
.10
5
6.7
0.7
B
.25
.9
.22
5
6.7
1.5
C
1.0
.9
.90
5
6.7
6.0
D
.10
1 .9
'10
5
6.7
0.7
E
1 .13
1 .9
1 .12
5
1 6.7
0.8
F
1 .13
1 .9
1 .121
5
1 6.7
a8
SMNYT
cdrQj°
()
S -
(V
-- p
(b
0
Vw
d1dy
yo
Notes
1-2
1.5
6.68
15
1 16.7
13.6
.20
8.4
RCP (8)
2-3
22
6.60
15
16.6
1.15
.25
9.1
RCP (B+D)
4-3
0.7
3.60
15
123
10.0
5.4
5.2
RCP (A)
5-6
6.0
-
4' Throat
-
-
-
-
FLUME (C)
3-6
3.7
20
15
9.1
7.4
.44
7.1
RCP (A+B+D+E)
7-8
0.8
0.5
15
4.5
3.7
.28
28
RCP (F)
no
date
description
- - ----- -
------
by
I ckd
REVISIONS
mo M.M ca".si
o=� 2"0'
Holiday Inn
Express
Storm & Water Main
-9Profiles
m
Frederick County,
Virginia
M
_ _ _
wg• no 4128.dw
_
job no: 4128
s ,8 -c ow. o.. w co.
drawn by. twp
date: January, 1995
SHEET 6 OF 9
�y
bD "G iS F.O.Mabuy Y►yhb-
-
approved by. CEM
--
scale:�1T -30NT,10 -3V
V
t ,
Top of berm at 7265 _
'2;9
Inv. = 715 , Emergency overflow at 125A�.�/ �12' r•
I
at 719Se I j _ Clay Core 1
at 14 - -- --
5' x 5' x W Con; Paq CA' WF ET, set riser
6' h base, Use 5' x 5' x 2' (eveh stone
4' x 4' x 4' Conc Pad 6'r� WWf
one face, Use 2' leveling stone Arti-Seep Collars to be 4S' x 4S and
be pieced 24 ft, apart, certered or, the
embnnlmt ON 9 two shorn
Embada+ent to be placed and compacted P. 6' lifts.
Nc toosolr organics, or stones greater than 6' diameter
shall be used Naterial shall be ccted to 95,: of
mn�om , denstty at � opt" wst;ompa
C14aC1a Core to extend 5 ft beyond ends of embarwnt
w 2 {t beloi e>dstrr�nde. The top of the core shalt be
Dv i 24. Depth of Trench ven s ��eenern, actual
re depth should be deterwl by' sofs speciaUst
at the time of construction. Naxhp side slope is 1:1
Vcore material shall meet the folloog,
eo dassiricatio" SK SC, k aor OR
Par»de stet 100': passing 1/ sieve
Ak"I-.-EP COLLAR DETAI_
not to scale
3000 psi Concrete
collar 12' thick
I'xI'x1/4'
Mgle,Tack Weld to
Cylinder
)L--
Top-- 14 Go Corr Meta,Tack
Weld to Top Ail Around
Cylinder - 16 Go Corr Meta'
1' x 1' X '1/ 4'
Mgle,lack Veld to`�`
Cylinder
2' Cone kock Spacer
36' CMP, top = 724b1
Holiday inn
Detention Pond Embankment
Section
PLAN
K 1!4' Mole, Weld to
Top as S .fever
I'xl'xl/4' k4e. Weld `o
Top as S fever
t
i
i
i
F� 36'
SECT0 A -A
; Class Ar rnp'l 9goonLI' nei over slope
DETENTION POND EMBANKMENT DETAIL
Commaeo 2.aei.
CCM/STRUCTION OF A SIL T FENCE
CONSTRUCTION Or' A SILT FENCE:
, Set posts ena elcs,sts t 4' r 4' trench ups;ope Bane the line
L stap'e Wise lenuri' tc tin. Posts
3 Attach to foie, faDFK tc Dse w 9 lent* and Ott" It Into the trerict
4 Badchtl and compact rw excavated .OIL
PLAN
po+n�s '�' cMvK 0. .lgnel 11.1 port re•
ELEVATION
PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY
Silt Fence Barrier Detail
STONE CONSTRUCTION ENTRANCE
A
FD_TM CLUTTt 6 WIN. l A I
SIDE ELEVATION
E isTim GROUND
70' NteL -
e ,_ �AswtAtx
L VDUT 81 I I, POSITIVC DRAIRAQ
COURSE AGGREGATE S TO SEDACRT
TR,1Pf'ING K VICE
MUST EXTEND FUIl WIDTi,
OF INGRESS AND EGRESS PLAN LAN VIEW
jr
SECTION A —A
K INfpiCED CXJWWTT I DRAIN SPACE
«R T a(
/A VDEM T
3
ML11N1 A)!(L wERN
mPTDUL>
T
-_ -
FXISYLW
PA VEW-N T
1
1tr RY1
SECTION B—B
Construction Entrance Detail
SILT FENCE DROP INLET
PROTECTION
2 X 4' VOOD FRAW
""""`
Il
I{
U
II
II
DROP Pa FT
7
A; CURNLRE
PERSPECTIVE VIEWS
a#RIC �1
C, t
1•
_. ELEVATION OF STAKE AND
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
TIC METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE.
I?W DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
7*N 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EICEEDING I C F.S ) ARE TYPICAL THE METHOD SHALL NOT
AfPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS
Ix STREET OR HIGHWAY MEDIANS
_Inlet Protection Detail
r
• V
r� ^ram-.- `• s-�-:
Geoten.�e !-
f.D.,c
SECTION
NOTES
fa' tw.Ntp4 pet MetMM14n• D11TM•.M D 1• It ee•Mn ate MOFtett.n ev1Yi 1M CpeM•-
.�am tw;
On ant StotMNst Aeee• Mnw1e��M reewt.,y e10Yon canna eso.t .�•,. no
ene.o�a •�a••c„on n •o•uhtd on aom.eomv„elar t. .• a �� .I c e tee• . .
0t1m: 2 sho.n eon.•
C. 1-4 Feb¢ to a py t011ee -d. ell bM- cor— scone u� oec or ao act
with. the spec.hcol' ns
Dry Rip P Ra MIN DEPTH;
Rtp Rapes i
Class 1 2'
C"lass It 3
G. w"410
Ft•DeK
SECTION 8-8
• 'Jte TTpca SeclW shot.', or pleat or not o- Yet •topt aottt✓tn . 41+ and .apt^
o' 1:10 vl. dttc,
Q—d
EC-1
Detail
PLOdescription
_
by
j ckd
REVISIONS
o�
b
Holiday Inn
Express
Standard
Details
+- C
Frederick County,
Virginia
Or _
dwg. no: 4128.dwg�no: 4128�
.c
_.......F..I D.a.
drawn by. twp date: Jar:uary, 1gs5
SHEET % OF 9
approved by CEk�scale: None
IMDRAM
t T r." " a5stw
r
I
Dr.ott.n .f Wttyy to N 4gr.ve4 ortr to YMana(w
uur..r. ems,...
w an nun
` WU An Or*" r.d to ►e stapes,
Stool r lw ..ut=d
we,411 Hydrant Detail
3Ae' PrencMed bn• �,� d par
ntk•
Pe..eo wen esptn . �,fj•I' I{.-
Not iooded
4EIGH7 OF THICKNESS TyICKNESS (COMPRESSION AREA OF 6" �3
WALL AT TOP AT BASE AT TOE SECTION a S
H'IN FEET "C' IN FEET B - .4 H LBS SO FT SO FT 8' va,6' o BOC w Wee G
wort,o
2627
1'-0" 1'-0" 6 2 7 2 63
'
� G
$ Dater, loD wail
ae
1009 3.93 4-
e.
me of well
4 " I '- 7 •4 • 1369 5 83 Gam ocrr x Jo m, o arena, na ee=ea nl 30 A
E, Do nero• .pant, ar nta.^a, na •arorq 90� .G
5 " 2'- Q" 1 7 0 9 8 13 1 if Wet!' Stow w b. alenen ,K a airier owd I{ �
6
melwtal D_orle Mae eno.n are ebwwls mMrmum
2'-4}" 2049 10.83 °
•
—— H • Height in It
7 2'-9 { • '2385 I3 93 1 A • I' A _
6 " 3'-2}• 2720 i7 43 Base • ja H a .A A
Wt cu It earth IOOtbs 777
9 3'-7 L 3054 1 21 33 Concrete 150 lbs WA11 Top �$
10 " 4'- 0" 3366 25 63 Angle of repose •
11 4'-4} 37 1 8 1 30 33 1078or'tt8Aggr 3 o L
Mr.grode i n
12 " 4'-9 4050 1 35 43 3" drain pipes o • m
13 " 5'-2 �• 4301 1 40 93 /•p v • .: r p
r
14 5'-71 47 12 F53
6 83 12 Porous Bockfill p e
I100 lbs./cu It o 0
15 6'-O" I 5043 .13
a p a �h
Woe P hde ,nth 12"s 12' plostrc hardware cbth o. n
V4* mesh or gohenred (tee+ vnre,rmntmurn - A A f3
wire die 0 03 tnch,numGr 4 mesh hardware t.
cloth anchored firmly to outside of structure �`�-. ° A
SAFE BEARING CAPACITY
Or SOIL
Rock minimum
10,000 - 20,000 lbs sq ft
Grovel 8 coarse sand, well cemented
16,000-20,000
C0.1 in thick beds, always dry
12,000 - 16, 000 ^
Cloy in thick b^ds, ngd.,otely dry
8,000- 12,000 '
Cloy, soft
2,000- 4,000
Sand, dry, compact, 8 well cemsnted
6,000- 12,000
Sand, clean, dry
4, 000 _ 8.000 .
AiluviLl soils, etc
I, 000 - 2,000 '
♦ 6•
A-,. • A.
A .
° a i e
^�
Note N compression at toe exceeds safe bearing
capacity of $011 , a special footing is to be used
Concrete Retaining Nall Detail
A
s around laoe�
C�UCN OF AAW BBARER.
1. Exuvar "rich so it is C deep and the wudCC of Ole be*
2 Place and stake Wew bales
3 Wedge loose strew between bales
4 Becift end compact e* excevesad so'
Poonts •A• shoaAd be how Ow poet '8-
PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY
•'tPaw Bale Barrier
4 LBIF' •., • ----�
(6Ai YAAr.2iD 1 —� I
U
O C t 1/4
-- 1 31j-�' IPAWNS
PasT sEcTTarr I �I y
ff'SII)E1fAiX Y f 1 `
FN
ova uw
Lmc aAatlp
VAN
aodolFTf AccEssiei..� I
>u>E' YAO�It{
1 fOEs OR 92
r-�—
Ir
1113LNTIW, PARTIAL ELEVATION
M T.S.
aa. �, . �rrr srlecL u1+ VW iliTN
t 'rA►I Alf 91, : ;, ACOM18IlTTY 8faa
1ii6ii(f �D1 PACE (T VALs
off
:ff 01 Di*
tETAL TO TIO-K
ALTIDMiTE NOAFE
E4tER16 ______ AtgSSIBi --
fNBl
riA.r ac_ _ gyp{^^ -•
D11Al. IPA,1EA_1• '
18i.tE
/ ' a 1 vE ;
4 • MAR-` MP)
- 1'•6, O.C. AT e5
Ot Apf; OF PAIF n o
811E IeLE:]ivE!
MY9EiT IYyl"
LME 2I 10 1
: AL: OIPEC110).�
_ I
YUr. PEA ADA, It' PC? ADA%
EF FE--- rik PEP A.D.A. CF PET•
LDCad Cm: LOCH arf
PARKING STALL FOR THE PYSICALLY CHALLENGED
ry�W
E
GTS REFERENCE NO RE65R3FD 4'x 4" Cut
BOLTS IA MANHOLE FRAME 8k COVER Out for Pipe 9"
(4 EA.)�MANUFACTURED BY QUALITY
VARIES
WATER PRODUCTS, INC.
VARIES 24 MANHOLEORADE END VIEW
AT PROPERTY LINE I ADJUSTMENT RING
J , tau (MN. 6" HEIGHT)
- I
ROADWAY BOX
O SUPPORT BLOCKS 2" Water Service
36 "-38"
44" MN. REOURED AT THESE Vault w
LOCATIONS, 4 EA.
24" DOUBLE
O O CHECK VALVE
ASSEMBLY
O
77.
. .
Ball Valve Curb Stop with ti•ti�ti.ti..:ti=ti:ti:..ti•.-ti.ti.ti.ti.ti-ti^ti.,.ti...ti-�•�.ti.ti.,.ti•,•.•ti.•.„.ti.ti.�.ti ti.,.,-ti.ti. �...�.1•l-1•l•1-
J•J•J•J•J•t•J•J•J•J•t•J•J•J•J•J•J•J•J•!•J JV•J•J•J•J•J•J•J•J•J•J•J•J•J•J•J•l•J•J•J•J•J .^ .• J•J•J •J•J•J•J•J-J•
FIP ends, with 2 Gate •1.1.1.1.1•�•'-•1•ti•1•\•1•'..1.1.1.ti•L•Y�•Y\.1.1•�•1•1.1.1.1,.1•ti•1.1•ti•ti•\•1•ti '1.•\•Y1. �. .ti•'1•ti•L.b• .�•Mb-�
Valve Operating Nut. 2" Meter Setting -Ford Custom Setter Catalog VAULT RESTS ON 2 TORS OF 6" OF STONE
Saddle with No. VFN 77Bx15x17, FIP SOLD BLOCK "'HAT ARE UNDER BLOCKS
Corporation 4 IN & OUT; with PW; with BE MORTARED N PLACE
Stop Type K Copper Tubing 8k
Expansion Loop (Continuous
from Main to Meter without
W ATER Joints).
MAN * N NON -TRAFFIC AREA - Use Top Section of 1 ,ODO Gallon
Septic Tank Manufactured by
Winchester Building Supply Co., Inc.
DETAIL OF
2- WATER CONNECTION WITH
BACKIFLOW PREVENT DEVICE
t Elevation (Main Entrance
DO date
description _
by
Ckd
REVISIONS
f1N,
Holiday Inn
Express
o
d
r
Standard
Details
t� s
U �
05
leo-c a,......, o.,.•
OD ei11i"" w'° !10
cram �s-i+,s
Frederick County,
Virginia
dwg. no: '4128.dw '
job no: 4128
SHEET 8 OF 9
drown by: twp
date: Januory, 1995
approved by- CF-bf
scale: None
SQUARE SKID PAD 6-THr-K
CONCRETE ASTM C-ISO
40M PSI
JOINTS ARE TO BE SEALED
VITH • 0' RING OAS1r71
BfVER'. rMANPIL TO PROVIDE A
SHOO W TR AM fT SON N TO OUT
FOR ALL CONNECT DNS
OROUT BOTTOM OF MAN14OLE
TO FORM CIIIA VE'.
61 aEDO NO Of
Ks STONE _
TOP OF MAMOLE AT GRADE N P A10VIE T AREAS
(AsiSS OTFERV ISE DRECTED. TOP SMALL BE SET
1s" MN ABOVE OR ODE N EASEMVi7 AREAS
`cd1,e'k-
CONTRACTOR TO GROUT MMe10lE
N PLACE
4BOLTS (3/4'DIA)
o. 20 a �IOJUSTFEIFT RHOS (1I IMAX.)
B- MAX SE' ECCENTRIC COWVE),
F ' 1 CO5 DRECT.
• •', . �PP05IE ITT TDOVh
iTRL AM SEVER
12-0
t
20"MAX -----
is
t •
PIONEER 301
MASTIC APPLIED
BET VM JOBlTS
AN) ON EXTERIOR
six OF JOWT.
-PPE TO MANI-Qi
CONNECTION TO BE
RYREXBLE SILEEW
a -0- MN
4 -0- MAX.
`TOP OF BEND+
V ALL SAME REV
AS TOP OF PPE
NOTES I MrIAow se"otlyd 1 hen hey* son txlorn.&I es4tinq of approrN ettl.n.rteC wotw Proefvq P• to hrtion tton
2 Conwoto WyUsylesnt ripe most be ,sod 1f NTusE■ottt elevation etsoesds two If.Mes
TMV sMTI h4vo air exterior oeor" of ►kvr 110 voter peefflq
I. low -Now - grwf roe, show Iwae be Used for nasal olp. adrlydment
4 shoo pad to be •:asod re•ot1 tweeM4s •oeloa in druMws at rasds
a Flat top wdttnq so on he USN son d3allew motorists (A n or lest) thotanatWu
Pre -Cast Manhole Detail
.I
GWii, /ii.* *-.Y�i
M BIB 1fGs _ _ SII
aAIM�
Y�
r►
•h IMr Sort ------
1' oil. 41111.11-
!TL SITE PW
OX FILM AC
Clew mom
u
I-T /2'1 I I r2 Z ,
h rT, r' off
•I
Lta•1 112' U.
er-- --
ion Fflawa
to,,. am
ijllddYP
s VOL
&I
u wai
f•aFE 11
r gas, To tfnof aaS, 1M
LJ �C
T 112-t1am air.
f,>ETImJtE
1 6 EIRCRFF
m.vsnn Bfto' a"
L- etOrmt Ord, ow 1t3
GR FMSE of
10' lOa AT EA04 GAT,
Suc ovine
sits. 1Lu .GTE if4•-1�a'
-- --
at 81I10, CANE As -4* OX
CAP Of AS TIDE ROAM -_---
am au
FBI CEL1S
IIUP m
PC-K,t7M10152. TE ORM
,
IS/ C7C
a IAOI so tam cw -
e4 Wed
IT 2•41
•OYES --
CS
IRTDI FAC1e TO iota flAiDtrt•
•4 00R_
a .' 9C aDU 141
A7 2'-B•
so SICiIO, 'A -A' FOR 00hILs
O.0
s' mE ale IN -a'
a.ac e is f
TIC'. SN: FA to'1'fe'
MAP Toms ar IEDf
e' 03C M•O. er. SAIE ,e'
will, un
Ftl, LAN FDow go"s
sG aw DC Nu,All
.TER F DFIeb AN
IC R PAprT® to WTD,
Ina St" Aca O, d1LD 1,c
_.
o X'`- ~
( ^r/ - '^ 45'
A; 11111) Fat SATES I$ TC
■ ns'4RI® III no Folow
so
1I'r L't' hit KITS
nl 0KA41
a4tJ j I -4-
r
Ga,rsuw poll a be an•
It 4. B' S,noot Do■elsOoPi 12-CC to oe eUced In all 0,901 odjac or' on an mpw of ", 30 wdn It Llt tS't.1
oaaw"'rp Conero,e to Prove to,, Nthoma nl o.orreorw rdh('. 4•skd Utem Gelram See
conrtbr+ .reootd Io orent ewe Slope an to be provided
Ese4ned, jw._ or 2 c•c -
'� ' t3aCa a1 SKI woe- Of oAe•e.r. »- - F- +wails or SYd S7r r^ -d'-Z� "' NOTES
L.H 7
1=q'
I . Fa Ntojta of wv Fremo 8 Corr --_ /. •• _ c I I 3•On trrep hole oR.Iord .+v^ rn. z;, :rc i.. r`c: fisstc 'R�i:r`'� +ors
t- =4.. 3loneerd Ot IA
� t f set S,it 1C.2 r7 w
} j _her,, •g •� •� � Cdfor - Who fled m
i. Wev plRa tat itl3'ert M b be Shape
_L._ N2• r i.. a .,...« --- f2•Ren.
In accordance enR+ Standard Pion Is -'. TTtr cat, of
'f' e• e• i I l! tlr..n III Type A Type D 1 N n to 4. OaPlh AqQ 'u-shmg and placing Ut
- e ' ! i f•r .rill cnn.c'.• / a I A , A N e c eba,e Its, or so opwp Is e: be Included In the
m01sr1dt .tcRsarlrol b f1a
ever. n E 1-1
f y�'u ` I ) € '� '�'E • 12' 11 e.5•.Mr rnrr comweta price boo rot me +roc
.m u, Go in
tY-6' Bit 24.
S}NOSE DETAILS
N fu 1V ir1 , TIN+ hem rn0y f3s plaCw, Or COfI In pate
1
A..ra'r• y _ _ AN cast in place GoncreN SKI be Class A3 For Wee", li
u h Fou or erf Mr10 $.low L- ( Sol Sovea, 10303
1 n. h 1 •-Br r .-iry. A
r.Q- II tI LSr, p C,cc. Con,rol ,Iprr.I .firs+ Consl iron! ion • -■. • The •1-i• dnansan •!lawn on fie Stlu,doras ono swifled
L�� "fit, 1 Son e� r-2•lc rj;3�., r,oX
`:Hatt (gnlrpr ,rplm T on iM a to will be measuredhSoho: from the inve r! of the dimensions
If s' 1. e•trrnc+e4 r Yerer. C.nt o• edn rn,egI a✓s. u.nr �e '. e. ,r.en.4.I See lone !\� t' t �I I - SECTION A -A fa. pine tithe elp o, or stem we Wan M'sd the
ss��••-- '• ore opp0etmote OM for Htlmat: n9 purposes and trot
u-;'o-. '_�•a f wn e> r� ,y-� 1} r----•'2. t. yZ
PL Ah octue mmorwons er,o�I be determined by the Comroclo•
fi ern _ or.----A-2' t.oI- herd cmd't on$
'0 .M. le ots Tors o•so may be tor,hen, in .nIch cow the o.ponsw fornrt Alo. 1L3 �'^-�-- Sets E
.III apply choir to wo w nro and q.itw Its- PLAN a 4 Sfi Smoolh Darnell approx 12 t b loomeventat Swam hi the w.Ma• per R tsbvcighor Nil
„�•;-, _�_. f'r 9 CONCRETE OUQNTITIE$ FOR MIN. DEPTH er balan d me ftnctve,R+e Ieert p tat enleeae
1. a•-----, (Grote Removed) C-C to be placed n all area odiocerlt
L - venwste - re.. to' 1P to d wilt canc+ets to prevent 12•c ar+c.pipe - 1140 Cu Yda CofrYete ttdl W tdtfped ■Nn Cal rlerf mortar b pnrtrlt alaldep
•--2 o' S'�--!'i'Sa'a•� SECTION B-B Weep rod• wdh 12-.12' plaplc I.aO■ae en
j AlA 8 Cloth i/4' most or galvaved !feel rote, nettle r.wnt. 18'carc. pipe - L628 Cu. Ydt Controls Ir pordingshop"
d outer t 1M ded in ov This Got fo
mon.ritim wire dta 0, 03 inch, mtnpa 4 /1 luu of Operated 2i4'noleh maybe 2 conic pipe - L620 Cu rd► Controls IrsoorRx strtrcese wll M hrA.ded t tat pin bid for
I - masts loordleore cloth anchored firmly to porwWaI .SNStadad T-DI-3,4 N cmc.Prpe- La O7 6 ode Cone pow+
Sets 0 Add 0469 Cu.Ws pow ddNtland loot of dlpm.
I 1 �•. I e.y.t Crrh y,nl sill oufaNk of •tructve faharrota design
_ _ -- _ -- - - - /• 1i/1 irr.o. :TfON STEEL SECTION CAST IRON
�sd I . .. 2'-6` 1y. NOTES
LM r SM [ B Sra 4.7 L2ie2}.} 2'-Y 1.3•-+{ N
y i' e3 plomeN, Type A 10.0 dered shelf DO .toil ion s"e.•+• ,D-4-layp ('3} Lugo to be I !!
c a s cc-, s+.heard+ i �st.•nae• eaet ■m carol �MMM� ...e NeOr Who",PAONT ELEVATION tyot E no+r o.!o _ Snu oe n./ D t� - eats r - Moraror rot i S u o S'anesoree .,s gin, • aoM oar ii. `Il rt (�(1 f1 (1 /1 My atsrrats method! of antlnroq,
fC I' I I!!`(1j I; II C moetno the approval of ena Engineer,
to,,
� A r ,roe e.er, :roe v+.c ! a' Ine 0u110. : c : .loose a.• c. wet. J, a. - =wc. n _ ` u U tj
.he e.,ts •..:Y: fat !hn Cpr tor'Ppe n nprtsr Moon me DGIIfYr iner •n2112 toter hro.ore 1 ® ra we .^ ,y�Jof fat sitacoveIPA invest of Ile Slruclwo shol be shaped rile cement jI 4 Opllonc jl (1 t7 (j (� � (� N iug3 at {n01r^ Mnan
mall q prtvenr ttorgnq a pandnq 0/ w0,er r Ile afruc nun T,w !loth U4 •M.tI r ge.eenrlot ewol q' �• I h rt■,..ea We,a I 43.a1b•. 66!3 fat 1 " arms R,ps - IfLll' U Iltll' U {UI U 'l!J'1 Nile, S-wo .von may be conu..c q:.rn eewete nit m. 00) Ponth, R..nbor 4"br I '
dace COS' fa' rwf•' tnaD'n9 feat De md.0ed n a,e plCt land fp Nw tINCr✓t T to �•: to relict, tan connecolors . " 0 0000000 000 0
O[caraanCl .I't Ile aelaIl lNOrr pr MrMOr. cloth enciglle firmly to f'1---'E•f'�{ e'er 1
S,ondwd Dre.nq D,-MS 4: p'LA-A
rp ermentens snd tuenfllwo rof Wen sot olwl d of 7 svl.,o. el .rt.n.r..
SECTION A -A Goa STEED CAST
DI-3e }
L �s1ie41ff I.. 2"
. 4` SF,tor IRON + 14
T 2 :';Aral. Prove wnnnreclore
i
i n1RON
SECTION C-C
rote,'APPROXIMATE WEIGHT
pore las e.rl . e .• w000 r omersence .,t I SECTION B-B!...Sets r..n is-: nr tr1 .f e+lrn+v rw roc•n w mill. Cost Non J
•,•,ter... me v,ewns of rr eel•..' 'n• r.. tr ,r '•• en• rsr ....rr DETAIL wr+EN USED Groot 363 = IS Ice
The •14"drmuwlon stto.n on tna ua,40,0e err NW000 on the plant .d, Of 1 ADJACENT TO CURB
moat o..rod from tInver! of Ile 001011 Pipe to Me top of the ❑roc ilia ownM- L.ne,n of two it.� on., onseer, tt.. ►..hnrn to oft-W ITMOU' GUTTER
atmens.mt Pre popoumo a ofrr tar tolrn.onrIg Culpo..t and the oclI c, d•,nfALwo, , •
IIMIl ee 0AIVI d 0.1- 10111e0.1 Iron f,ut _nal.ran. ■ae- "•'•' w es" 4 O'rAM,•er. •' ww, :. n e erw•e . srill.
.ash r.s.eoo ws
TA. neI- ^rl •t .ne•.1 r H.� �n ■K.
-•i
t'
v.
2.1r2•7Q',(I' im. tit•
PA •Tg14e1 era
�1-- --� 472.11/4'
I \ t Sri s 3' G
I i TII vTD a ,.
.• LAG Bat
. �.. WX
ILL_j 2;
ypow"
man
GTE rdcT
2 1 r'
4.
sine
I �
I
ovum DRff V OIA. P WIX nil,.
111.1 Vale,
tin 3/4'A So' LS '- CaRom ITtP�
C AT LACK WE W D ILL
« 1H UETAiL `-W OF 11191 t I 100/111
is
I r--�.WILL3 a- --- ,
s° i FWTe14
I A
1 r mc. tAe v I
e Ta' n 40, .
:AM wtG 2 S
Lin OF 11
Ss6 N on7v$a '
l9[. OUaDO
i1/4• fat
SEE DETAL
i
r
Kl I.11 RIN NID'-1 � __ JlT_iIIEU, iLN_
ArrTe 'T: So" A r Ft■ rW :GIR f a Tt1er,T aef TconTlo.
Dumpster Enclosure Detail
DI-3B Detail
- -STANDARD MANHOLE
.7g
9- LINE FROM
INY, IN = 705.00 -HOLIDAY INN
l r EXPRESS
r.
DROP MANHOLE WYE
•i
r-
is
DROP FITTINGS & PIPE
(SAME SIZE AS INCOMING SEWER)
EXTENDED BASE FOR
6" BEDDING OF DROP CONSTRUCTION
a68 STONE
N
-6" MIN. CONCRETE COVER
ALL AROUND DROP CONSTRU.CTJON_
RECONNECT 8 SEWER
LINE AFTER F.C.S.A.
TORARY SEWER LINE IS IN
'r;,,.� ;;?:'• SE PLUG SERVICE
Ir,•::A:i:!tjim6ev,:"LfitTE FROM
r'.��-'•.'S'•L:::' HOLIDAY NO
'.�:•••'- EXPRESS
I: •
i.'`-g`: ,;`.';;::°,```:i•':'r;` TEMPORARY
8. 450 BEND
2 PIPE TO TEMPORARY CONNECTION
WITH STEPHENS CITY PLANT_
• T . 1
Slope w-ad Widtti
as Indicated
DETAILS OF COLLAR AND GRATE
DI-1 Detail
'.D.O.T. 21-A
__J_12.r
4.r
V.D.O.T. 21-A
CLASS -Br
Bedding Detail
i Soo 1/4•:V- 4' �- R ..o.� t -- - ., o...r...
v� .. • - sill REVISIONS
•• i"•: I too Nero, Cameron Sbo•t
_SIOpeI* t Pavement .� ». -• � tea F Holiday Inn Express
Class A3, 3,000 PSI Air' ' 7•? U (�w> M7-273s
ERiralrled Concrete - All "'.-. • '4':• _ �' le.
r, i,y.. Cj.t /. /. �- N. f. hyi`r;r. L!r.i(:,. r,', y,..%r.i^.: . f ':, ,. 4• No a �ef.aarStandard Details
« a�
Grading A Natural Sand%'<�; y' y': ,' % �'�, s t
�! .:... 3,000 PSI Concrete
mpa Cocted v
Subyads Frederick County, _ - ,Virginia
C G - 6 Detail c dwg. '4128.wge',� nano
d4128
9 lao-t ail. 4herrtl Dprovedrown by. twp dote: JvTTuory, 199Jr SHEET OF 9
r7= Sew"` win tt.m approved by. CEM i scale: None
l7nTT See-2„5 ,