HomeMy WebLinkAbout020-98 Barrett Machine, Inc. (Lot 4 - Stonewall Ind. Pk.) - Gainesboro - Backfilern
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EXISTING INTERMEDIATE CONTOUR
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Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
330
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
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and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
be to issuance of the site development permit. The approval of these plans in no way
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
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must provided prior
plans, the most stringent shall govern.
PROP E/P
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
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Control Handbook.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
Safety & Health Administration and VOSH Rules & Regulations.
EXISTING CURB AND CUTTER - ------
PROP C&G
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(VDOT) Frederick County prior to construction in existing State right-of-way.
V3.
When VDOT right-of-way, traffic temporary,
PROPOSED CURB AND GUTTER
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
working on all control, whether permanent or
CG-6
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shall be in accordance with the current edition of VIDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
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required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
HIGH
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
V4.
Design features relating to construction or to regulation, control and safety of traffic may
PROPOSED TELEPHONE LINE T
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
EX. 15" RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
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V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
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Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
contractor, various County agencies, utility companies and VDOT to initiation of work.
EXISTING ELECTRIC SERVICE
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limits the
prior
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8.
All unsuitable material shall be removed from the construction of roadway before placing
PROPOSED ELECTRIC SERVICE P
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
COVER SWEET SHEET I
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
SITE PLAN SHEET 2
F'ROFILE6 AND DETAILS SHEET 3
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than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
inspection.
PROPOSED GAS LINE G
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
.11�4 111A L. 6,FzAPIt--1G PLAN �,HEET 5
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on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, access to other properties affected by this shall be maintained
FLOW LINE
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be minimum 6" diameter and conform to VDOT standard SB-1.
project
through construction.
FIENCELINE
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PARCEL IDENTIFICATIO), NO. Not4E ASSIGNED AyOF THIS DATE
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
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one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
STREET LAKEVILLE CIRCLE - t4o tidIsAFEF?-- A5516,me0
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and at the end of construction.
EXISTING TELEPHONE POLE
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
TOTAL j�EA: 2.6-152 ACRES
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entering public streets, and it is the contractors responsibility to clean streets, allay dus-t, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
PROJECT A''?EA: 2,6152 ACRES
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE w
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DISTURBED A!1:1ZP_A_ 2.5 ACRES
condition at all times.
CURRENT Z 1ING: M-I
14.
Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
GURRENT dVACANT
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROPOSED Z IING- M-1
PROPOSED USE: OFFICE AND FABRICATION
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE ....... . .......
.....
...... .
V,
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
L
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
ReQ Id Prov'd
BUILDING 5ET5A(,-<5: FRONT: 71�11 15.51
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities os needed
be compacted in 6" lifts
fts to 95% of theoretical maximum density as determined by
STOP SIGN
SIDE; 25' 30.51 4
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
HANDICAP RAMP (CG-12)
FREAR, 25' 30.51
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
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17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 AND/OR JJRISDICTIONAL
ReQ Prov'd
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
STANDARD RAMP CONSTRUCTION
PAWING E FRONT: 25' 25,62'
ILL
2
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letters from involved
final VDOT approval.
PARKING INDICATOR
SIDE- el 2311' 4 5-00'
18.
When grading is proposed within easements of utilities, of permission all companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
- ------- -
REAR: 51 151,51
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must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
V14.
VDOT Standard CID and UD underdroins shall be installed where indicated on these plans
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development permits.
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
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19. The developer will be responsible for the relocation of any utilities which is required as a cesult of his
BUILDING Ely(�'44T: ALLOWED - 60' PROPOSED : 20'
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right. -of -way
VDOT
HANDICAP PARKING
e
OUTDOOR LIGHTING: PLACED ON BUILDING ( SEE DETAIL SHEET 2
W
known Grovesites this be
shall meet minimum design standards and is the developer's responsibility.
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20.
These plans identify the location of all grovesites. shown on plan protected
in accordance with state low. In the event gravesites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
1-0-0->
OUTDOOR 5TO NO OUTDOOR STORAGE 15 PROPOSED
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
4%4 Trl� 1:�;IGN151 ANI(OdTtZ�,:�;IGH15 FrRLTHi5 "-71TF- WILL 6ctAPL(
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
acceptance of work. Unit and total prices may be obscured.
WITH A L L GLl gp-e N 7 Z e:2 M I W G STA N 12A F2-D 5.
at (540) 662-4185 immediately of any discrepancies between actual field conditions, and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
J
F.A.R. C:ALC:Ut ATION6
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
EXISTING STREET LIGHT
F.A.R. 12,cqu I r-eei = I - c>
Phase 1 12,125 of 2k152 acre = 0.10
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
PROPOSED STREET NAME SIGN
+
Phase 11 22,128 sf 2.(,152 acre = 0.19
professional engineer and results submitted to Frederick County prior to pavement construction. If a
PROPOSED SANITARY LATERAL CLEANOUT
Phase 111 31,125 5f 2,'�,'152 acre 0,21 PARKING CALCULATIONS
geotechnical report has ben prepared, it should supersede the requirements in this note.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SAR T M R T NIAY MANHOLE INDENIFIE
IS
Required Office I per 250 sf
Fabrication Shop
blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
&
Future 3
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
Office = 181,5 = a'spaces
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ENVIRONMENTA_ FEATURE Fabrication Shop : 6 emp,
�q
TRIP GEN'LFRATIOI OAT
1A
EASEMENT LINE
01-14 5 E _ZZ: Future : 'I emp.
EXISTING
Water/Sewer: Frederick County Sanitation Authority
CENTERLINE
FEATURE AGREAGE Required spaces = 'I
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P.O. Box 1877
USE (SOURCE ITE TRIP GENERATION 6th EDITION)
VPD
EXISTING SPOT ELEVATION
12.0
FLOODPLAINS 0 PI�4 6 E Provided spaces /4
PkIOVIDC-i9 5,-,46,!�75 c3
(1,
Winchester, VA. 22604
<�
(540) 868-1061
PROPOSED SPOT ELEVATION
+
LAKES 4 PONDS 0 Handicap Parking
WETLANDS I`EIAG 0 1 per 25 spaces-
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Phone: Bell -Atlantic
PHASE 1
120 GENERAL HEAVY INDUSTRIAL 1.50 TRIPS PER 1,000 sf 1.50 1000 X 12,128 18.19
EXISTING TREE DRIP LINE
125
Van Accessible
SINKHOLES 0
Handicap Space Provided
.7.,)
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P.O. Box 17398
NATURAL S.W. 0
4�
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Baltimore, MID 21297
DETENTION AREAS
Q)
(2)
(301) 954-6282
PHASE 11
120 GENERAL HEAVY INDUSTRIAL 1.50 TRIPS PER 1,000 sf 1.50 1000 X 10,000 = 15.00
EXISTING TREE
15" OAK 4
15" PINE
Loading Spaces
1r.4
QJ
MISS UTILITY 1-800-257-7777
OAK
STEEP SLOPES
felel% 0 1 per 40,000 sf Required
Truck Drive -In Door Provided
0
0
0
Power: Allegheny Power
. .....
P.O. Box 1458
Hagerstown, MID 21741
PHASE 111
120 GENERAL HEAVY INDUSTRIAL 1.50 TRIPS PER 1,000 sf 1.50 1000 X 9600 14.40
PROPOSED TREE
ex_
WOODLANDS 0 Provided
4-4
>
0
1-800-654-3317
0
Q)
Q)
0
Gas: Shenandoah Gas Co.
TOTAL 48 VPD
-40
CO
P.O. Box 2400
Q)
Winchester, VA 22604
(540) 869-1111
4-�
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J VEY AND TOPOGRAPI-111 INFr RMA -1101N!
F[ '1 71
FCSA CONSTRUCTION NOTES
H
1.
WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
1. Horizontal and vertical control surveys were performed
by G.W. Clifford and Associates
_CD
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
IJ MARK D. SMITH
Project Name:
Project Number:
2.
THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
2. All elevations are reference to (NGVD 29)
1-0. No. 022837 P,�
1:0-
Barrett M(--itchil-l"be Inc.
2146
3.
EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
3. Source of topographic mapping is Greenway field survey
AUTHORITY'S INSPECTOR.
dated February 25, 1998.
�10 L
Magisterial District:
Date of Plan: (Month, Day, Year)
4.
THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
Gainesboro District
3/18/98
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
PROFESSIONAL SEAL & SIGNATURE
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKINC ORDER. IT IS
Owner:
Address, Including Zip Code & Telephone No.
274-6 Tyson Drive
DATE:
3/18/98
THE DEVELOPER'S /CON TRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
Michael Barrett Winchester, VA 22604
5.
THE SANITATION AUTHORITY SHALL INSTALL ,ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
THESE PLANS ARE IN CONFORMANCE WITH
(540) 678-1625
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
FREDERICK COUNTY STANDARDS AND
6.
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANCE
IN THESE PLANS SHALL BE APPROVED BY
Developer:
same
Address, Including Zip Code & Telephone No.
31
A�l
SCALE:
n/a
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
THE ZONING ADMINISTRATOR PRIOR TO
-_
7.
THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
CONSTRUCTION.
Jim/ �, - '
DESIGNED
BY: GRO
Engineer Certifying Plan: Address, Including Zip Code & Telephone No. C11P
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
151 Windy Hill Lane ftp,
JOB
NO. 2146
SHEET 1
OF
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
Greenway Engineering Winchester, VA-122602 D
(540) 66285
TamitIG _ALL GIRNlI[4
AHD 0&Arft+ T. Of 6H`Vr WV66POP
WITH rLAT61 •6NIMD W61.o r01MTf IrK`r RIYAH ♦AWM
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Tax Map No. 43-19-2
Zoned : M-1 `
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50' H ol`;L z
METER
BOX
HARDWARE
SERVICE
METER
PIPING
METER
DIA
DIA.
3/47
5/8' 0/4
(20 gpm)
Ford
18 in
non -trof
is Ford C32
Y502
traffic
Ford C32H
1'
5/8" x3/4
(20 gpm)
Ford
24 in
Ford no.
30 monitor 2
Y504
cover W
RML-12 to lid *
1°
3/4' (0
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24 in
Ford no.
cover W
30 monitor 2
RML-12 to lid
-
1°
1° (
gpm)
Ford
Ford
24 in
Ford no.
30 monitor *2
Y504
cover W
RML-12 to lid
# 1. In non -traffic area -
?✓ thick polyethelene
plastic
O
In traffic area - reinfo
cad concrete with 3•
thick walls
tr
tad 2•x 4° with
# 2. In traffic area - 3/4'
x 30' steel plate wit
22° dio.
op
pointed blue
centered opening o
tar coated both sid
s is to be
placed between lid
nd reinforced concrete
box.
eter cover
t 2' above
vori
s as required
t
n sodding prior
1
corporation
atop 3
atone bedding
meter b FC.SA
Y
a
rounding box
f-�
meter
30' lee
x
�
---
anglelchec
Val e
36'min.
with drain
oIV -
4
n.
onale
ball 1
- 1
�fr
0yol
volt'
LI
tub
ng, continuous
wit
water
ut 1oints from
2 ft.
R
afire to meter
main
fi
atone bedding
METER SETTIN
PARTS
line
size
meter
size
Yoke
angle yoke
ball robe
angle check
valve
ex
wt
Sion
eel
3/4
5/1f x3/4°
Y502
BA94-223
H - -
1°
3/4°
Y504
BA94-344
HHCA94-323TD-G
EC
23
1°
1'
Y504
BA94-444
HHCA94-444TD-G
EC-4
,--trorsition to meter
sett ng as required
curb dr gutter
street
ft
N VI
0 0
M
1
to back of
INSTALLATION NOTES:
sidewalk
1. Exact location of meter
ox assembly
_
to be approved prior to
stollation.
- - - -
2. Water service crossing st
1'
type
encased in T dia. SCH40 PVC or
M
3
copper
;
SDR21 piping. The piping shall run from
3/4' type K
��
_
.N
one foot beyond sidewalk, across the
copper for
street, to one foot beyond sidewalk.
single meter
installation
1°x3/4° wye
f!
DUAL METER INSTALLATION
5/8", 3/4" & 1"
METER
INSTALLATION
Figure 5
AMENDMENT
NO. 2 - APRIL
1997
GV
'-
"xz�
lZ�
m
3
�� W
NtL
+°
r,�
72W
Ir
compacted
•.flt1s1s1�utiASA.:
B- 6°
ag9 to concrete
rep a to 1-M tines sawcrio al thickness t cutt to be at
ime, of replaw nerd.
18, 8"
score trench to be
e' compacted 2l•A
V D,O,T. PAVEMENT REPLACEMENT
TRENCH & BEDDING
Figure 1
r
72-41
Ra.P6
—
i
2
r
4
oN A- A
a" z` Ve IzT.
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el
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4
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THRUST 111=0 FOR VERTICAL 10•
1 A 3.7
UP BENDS SMALL BE THE SAME 12
1.2
2A 5.5
AS FOR HORIZONTAL BENDS. 14• 0.6
1.7
22 7.6
te• 0.e
2 s
5.1
1e• 1A
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62
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16
7A
CONCRETE THRUST BLOCKING
Figure 2
width
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n
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T
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rior to Installation
as r
jired
ete pad V-6' sq. x 6"
min. - 8'
�octi
1 .1;_
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estone to minimum
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FIRE HYDRANT ASSEMBLY
Figure 9
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6" branch
0
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36 - 5 P-E 15A R
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Model PA4SV-CSK (1
fished rade
panon
Model PASSV-CSK (e
square concrete sik
pad
I
20'x 20'x 12' deep
i,
I
aA9ra9ata bead
( depth 3' )
arrari
1
p
sanitary -
sewer main
wye 45°
6• stone bedding
a cieanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
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VDOT Field
Inspector's
Location
Ev�RGReeN
HEPGE
Lenoir City Company
Deed Book 00-1, Page 255
Tax Map No, 43-19-2
Zoned : M-1
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of FL -A Ni-I N G .
Deed Book 60-1, Page 255
�k 4 Tax Map No. 43-n-2
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F-NGINEERING N477F- The National Wildlife Federation
Deed Book 794, Page 103
A LAND DI5TUP-5A06E FEF2M17 WILL I3E R-EczUIfzED Tax Map No, 43-19-31
Zoned
PF-tolz To 11,I 1 TI A ( I N G AN'( WoRIL o N 7H 1 5 SITE
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Deed Book -151, Page 591
Tax Map No. 43-19-29
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Deed Book 60-1, Page 255
Tax Map No, 43-19-2
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Deed Book 601, Page 255
Tax Map No. 43-19-2
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The National Wildlife Federation
Deed Book 794, Page 103
Tax Map No. 43-19-31
Zoned : M-1
Use : Manufacturing
-124
i
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Jeffery J. d Bonnie J. Paulsen
Deed Book 813, Page 965 �8•
Tax Map No. 43-19-32 LU
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PIPING M _-VCF-T.
DIA. D- . General I gioner>d backM
3/4- 5/8' x3/4 (20 gpm) Ford 18 in.non-trof is Ford C32 r
Y502traffic Ford C32H r
1' 5/B' x3/4 (20 gpm Ford 24 in. Ford no. 30 monitor *2 6. O.D• 6. e• OD." r eoaerlm tMr
Y504 cover W RML-12 to lid r
1' 3/4 (0 gpm) Ulm
Ford 24 in. Ford no. 30 monitor *2 24' Nyoorrpacted 24'carefu ad 1 v ►.�A.
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Y504 cover W RML-12 to lid dY
Ford Ford no. 30 monitor baddill bacldil
1' 1' (5 gpm) 24 in. * 2
In traffic ores remfo ced concrete with 3• thick walls treated 2'x 4' with 1 1l20.D. a ., rsm +• v
Y504 cover W RML-12 to lid -
Ar
* 1. In non -traffic area - r thick polyethelene plastic O.D. a:;
+" •�..r
* 2. In traffic orea - 3/4' x 30' steel plate with 22" dia. top painted blue � # aerva"a • rweabet eerw .ar
centered opening o tar coated both aids is to be + ° Ir w
placed between lid and reinforced concret box. meter cover 8'
set 2' above atone a TFF tNVE-oR PLv+
fin. grade prior 1 ) to ae d brnYaev lMY,p mepw ee I,e,r e`ee•n
vori s as required tD sodding _
CONCRETE CILQU'Z •1d /" o�nw" eq/M b amwd
pip
corporation
Mad E'�'nwwai in r ww� o'n r,w"r �. �r arvxu 30 OR tatcrete —
IT- 1' meter b F'C.SA
stop 3' atone bedding �F_� meter x � i gnaf I general baUdill CONCRETI OWEtyBONB FOA OKfAL TRUST SL I $ • r '
s rounding box 30' Joel, Ptpe P kw. wyee a 11 114• w 122 vs' ii
4s•.ne eo•
I I t aL Te.e Denis
angle chec vole O.D. 6, O.D. - A 6 C A C A e o'
36'min. tt f with drain ol,/4 8' r V 01-V 1'a• a4r a a4Y 1'a' a -a• V ..:�..
- 8 mire. angle yak 'Carefull oo carefully a 1' a-0 V!K a-ir a as V_r o'•a' r-
zz�I 1 ball valve �e npaded compacted 24• to• r a-r ra• V4 a 1 11•r a•w r
�- :.. select baGdilll 12 r r-0 78 Var 1 / 4P 7•a' 11-T a
t —iw"w -fir tub ng, continuous 6• 1
wit ut joints from O•p• O.D. •�� 6' ta' 2 r•v a4r r4r r r-0' z4t• r•o• 4'
water 2 ft. O.D.1/2..Q ( to 2 ra• a4r t'� 1' 70 3 0 1'J' 4
oin o meter
main 6" atone i ding ..-.i';�• � 20 2 t'•e' 4'•a' 1'-0' t' 7-a• 3'•3' t'-W ti'
METER SETTING
PARTS
fine
size
meter
size
yoke
on le yoke
boll vofve
angle check
I valve
ex
wt
lion
eel
3/4'
5/8'x3/4'
Y502
BA94-223
_ H f __A= -
1'
3/4'
Y504
BA94-344
HHCA94-323TD-G
EC
23
1'
1'
Y504
BA94-444
HHCA94-444TD-G
EC
-4
tro ition to meter
sett ng as required stoma
curb & gutter 1
street CONCRETE AR
v,
0
0
M 1, to back of
INSTALLATION NOTES: sidewalk
1. Exact location of meter 11o. assembly _ '
to be approved prior to stallation.
2. Water service crossing st�_fhall-be _.. __— _. __... �, -. _�� ;yP4_ '
encased in 2' dia. SCH40 PVC or M copper
-
_
SDR21 piping. The piping shall run from 3/4' type K ,
one foot beyond sidewalk, across the er for
Copp
street, to one foot beyond sidewalk. single meter
installation 1'0/4' wye
DUAL METER INSTALLATION
5/8", 3/4" & 1" METER INSTALLATION
Figure 5
AMENDMENT NO. 2 - APRIL 1997
,
wridth
uired
73P
Pt�v P. G
DE
E
,CP-ADE
4
72- f
3. 6'
-fe 12"
TH IGK
WEI
WITH
•
�
� W. W.
t..t•
GE N
E (2-E D
ZL
Ili
3
jr dia. scheduls 40
a'
eel pipe filled with
Y
T I}
is
elbw
2 ,
18'dia.
concrete
encasement
^�
BOLLARD DETAIL
direction
setting to be approved prior
to installation
1 as re
ired oo4
crele pad 1'-6• sq. x 6'
("'•:;I "min. •6'rr
rill
i
rew type
aliustable
r»
I
uu
1, stone tob
lijl. �of 6'i
I minimum i
top of base
i v
Wye bout
r
,
I •�N �Sjrjljl! %!`Jf}LJ1'!�f}�:•}+;rS�i} N .+.
J• �• y!~
4f.p
FIRE HYDRANT ASSEMBLY
Figure 9
Peg
mechanical joint
swivel tee with
6' branch
21
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_1" Z-' VE P-T.
N�MN
7z. 8
36--#--5 P-eBAFL
c I' INTER LS
7Z/-, 729
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b- f 1' F2•E13A
TH f2oc.��H of
TH e LE NG i
o F FOOTED
GE KTE R-F_C
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PI'oP. G OE
.. GFIADE
7�
7Z•0
GONG. WElIZ- ETA (L
E 714tPN G- G
"= 2' VEtzT.
sanitary .
sewer main
pi cast iron tioanout cap with brass g
having a countersunk square he
Panefla Model PA4SV-CSK (1
Paneag Model PA6SV-CSK (8
square concrete skic pad
20'x 20'x 12' deep
i
( aggregate base
( depth 3' )
N
Wye / Ot- 45'
rr stone bedding
a cleanout assembly shall be furnished at the
property fine.
SEWER CLEANOUT
Figure 17
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SCALE: A,-ei S H c wK
DESIGNED BY-
SHlElET 3 OF
im
concrete pad 1'-6" sq x 6"
PIPE OUTLET CONDI TI QNS
A
Pirit OUTLIFT To MAT
AREA ISM No Dffu=
PLAN VL9w •. ��,e.
tip:........,: •.-,..,•,. •n
'- •:�.
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IL LA is THE umm or THE mrw a4m An CALCUtATW
Mini
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2-10 ACRES OF DRAINAGE AREA:
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COARSE AGGREGATE
m
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(DOWNSTREAM VIEW)
IN
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screw type —
adjustable valve
box
locator pep
mom"
36" min.
valve megalug
to main
— megalul
thrust
block 8"x 8"x 16" solid Mak
(for valves 1 rand laryar)
Gala V4Iv,-
F19Lire- 0
• VDOT CCs�12's,
to Ins Afet Ito
v4p
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2" 5M-2A
' 6" 21-B
o.
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Lenoir City Company
Deed Book 60-1, Page 255
Tax Map No. 43-19-2
Zoned : M-1
Use : Vacant
LANr7�GAPIN G GALGUL A-TNoNS
17(A-EE PER- 9c>' Soo' = 40 = 13 TF--EC5 12-EL2UIF-ED
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7�TA I— 16�, 7 Fz-E C S
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wD __ PPnPoriED WHITE tDoGWG�p 7 Ei�GH)
S
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--_.....- PPaPosED PINIL I�oGWoop (5 E�,GH)
FL-ED pu h (4- EAGH)
tJr�-TE : ALL TtZEES To ►3E A MINIMUM
Z- Zl12-" GALWEF--AT TIME
of PLA NTI N 6 . Lenoir City Company
Deed Book 601, Page 255
Tax Map No. 43-19-2
ppoP. EVEt C,9-G— K HEDGE Zoned : M-1
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A LAND DISTIJfzBANGE FeF'-MIT WILL 13E I2-E62UIfLED
I Pie-IoR- To I N I TI A (I N G A N `( WoP-K- O N -TH I Gi SITE
EFzo�ilON-eiEDIMENT GvNTIz�L LEGEND
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0. 36(o`F AGF'-ES F Pva'VlD>✓D
Jeffery J. 4 Bonnie J. Paulsen
Deed Book 513, Page 1360
Tax Map No, 43-19-32
Zoned M -1
Use
Toan d Associates, LTD Partnership
I ' Deed Book -151, Page 591
X ( Tax Map No. 43-19-29
Zoned : M-1
Use .
<TBR to fE
Phase III
9.600 sf Manufacturing I
31120 sf Total
�I
x
Access Lane
Remove Plugand ins All Fire
The National Wildlife Federation
Deed Book 194, Page 103
Tax Map No. 43-19-31
Zoned : M -1
Use : Manufacturing
THI�i �iNEE-f -Fe;' 13E
uSED Fe? fz
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AND EIzoSION -
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SCAM: I " = z o
D ESIGMED BY: 6.SHEET -J- OF
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Lenoir City Company
Deed Book 601, Page 255
Tax Map No. 43-n-2
Zoned : M-10
Use : Vacantp
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Lenoir City Company
Deed Book ro0-1, Page 255
Tax Map No. 43-19-2
Zoned : M -1
Use : vacant
M
Ln
66
CD
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ry-
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The National Wildlife Federation
Deed Book -194, Page 103
Tax Map No. 43-19-31
Zoned : M-1
Use : Manufacturing
-124
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Jeffery J. 4 Bonnie J. Paulsen
Deed Book 8,13, Page 968 cc
Tax Map No. 43-19-32 Uj
Zoned M -1 U
Use : z ev
0
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Toan 4 Associates, LTD Partnersh
Deed Book 151, Page 591
Tax Map No. 43-19-29
Zoned M-1
Use
]CDATE: 4/22/98
SCALE: 1' - 20'
DESIGNED 18X: GR®
SII-II[]EET 5 OF 5
C--,