HomeMy WebLinkAbout012-96 B.I. Chemical (Aerocenter Business Park) - Shawnee - Backfile (2)A ero en t e
t le P I a n
for
Bu.nin ess
Lot 2
Ch
CONSTRUCTION NOTES Be �0
emi cal
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to b�e confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department.
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas ore denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2 Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time-
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field, Contractor to provide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches of the post shall be painted green Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require-
1) the frame 'and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4)
all components of the meter box assembly to be in proper working order It is the contractor's responsibility to have
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant
engineer.
6. The Frederick County Sanitation Authority shall top all existing woterlines. They will furnish the materials for and
make the top. The contractor must make application for and pay the cost of this work.
7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
104.04-C.
4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT.
5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for
any work on VDOT right-of-way.
6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for any inspection.
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-
way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion &
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work sholl cease in that vicinity until an adequate design can be determined
by the engineer and approved by V.D.O.T.
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector
15. The installation of any entrances and mailboxes within any dedicated street right-of-woy sholl meet VDOT
minimum design standards and is the developer's responsibility.
16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis
FrveN.,d6F_h;r1'.r_-b,k U"Ounty,
4��Iia
"hawnK__;k__;
M a, gl' s t rl' a I
Virgi.niam a M
D1' s t rl' t
r:: a p • I' ''ay''". ' �Y t Q5 1U('! b o, •/ \ F r•1� \ ! . 1
l
.� J17o
i
.. )!�'. '�_ a '/ u •
I y � ` yr. � , I ilia V�11 - 1 =� � ` • ,
t •tip •JI
$�• �� s •) 1 =��_ , , it l .o, a 'ice
44*
�V fu
.ter:• .1 .-
.. f
Vicinity Map
Scale 1 "= 2000'
March 1-2, 1996
gi ber' w. H�.,iffor
O
s�i
� & associates,
Engineers - Land Planners - Surveyors
150-C Olde Greenwich Drive 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139
�S H OF
inc. ��P
Z/7
1. Cover Sleet
2 • Site Development Ilan
3. Miscellaneous Profiles Details
0
Owner/Develope.re North Frederick Realty
112 South Cameron Street
Winchester, Virginia 22601
(540) 662®3436
Owner's Certificate
I hereby certify that the property contained in
this Subdivison is with free consent and in accordance
with the desires of the undersigned owners, proprietors
or trustees,
1
D ae
Approved by Frederick County Zoning Administrator
Date
Site Plan approval expires five (5) years from date of approval.
NO. 020674
Job Number. 5105
`v
A��FFss/ 1 3
oNA Sheet Number of
c: \dwg\oero2co.dwg
0
Site Development Summate
VARIES �g EXISTING LOT AREA 3.1164 AC.
PARCEL IDENTIFICATION NUMBER TM 64-9-2
v.o.o.r. cc-� ��� ZONING M-1
1` CURRENT USE VACANT
PROPOSED USE WAREHOUSE
-- BUILDING RESTRICTION LINE RECUIREMENTS:
FRONT 75'
\ 41,( PA�FNCVT SIDE 25'
REAR 25'
t-8' 218
ARBOR COURT WIDENING OFFICE FLOOR AREA 2,600 SF
/ O T 4 ULTIMATE WAREHOUSE FLOOR AREA 35,800 SF
\ L_ lJ / ULTIMATE EMPLOYEE ESTIMATE 14
STD. PARKING SPACES REQUIRED 25 (1/250 SF OFFICE=11, 1 /EMPLOYEE=14)
ti HANDICAP SPACES REQUIRED J
�' .4 '�� STD. PARKING SPACES PROVIDED 23
All HANDICAP SPACES PROVIDED 2
'ah c4 F N 9�g i O TA L SPACES PROVIDED 25
_..,-. L l -., . �i� F r
ALL CONN£C BONS , TEES, VAL VES, ETC. R£OU/RED
B Y THIS SITE PLAN TO BE PRO WDED COINCIDENT
WITH THE INS TALLA 77ON OF' THL- 8" WA T£R MAIN
REQUIRED B Y THE AEROCENTER LOT 4 S/T£ PLAA'
APPROVED 7120196
LOADING SPACES REQUIRED 1 (1140,000 SF BUILDING FLOOR AREA)
Op 8 F/ O LOADING SPACES PROVIDED 7
Q S,� S,r Ch'T O
<'pq .. 1pT 41. \ ? LANDSCAPED AREA REQUIRED 0.78 AC. (25q) /
�� Q ca- w �/ a Q✓N' •\ '�� Fh' . ? �' LANDSCAPED AREA PROVIDED 1.44 AC. 469� ll
O
p? ` G �RF \ eL�lp� ^SF T DISTURBED AREA 2.79 AC. ( )
tiEX. MH
FAR 3290 (0.9963/3. J 164= 0.32) RIM= 701,50
NOTE: N) OUTSIDE STORAGE S PROPOSED.
l / INV.OUT=697.81
69�,C 0 DE E 1 LATERAL INV. IN=698.00
69\ ��� \ \` 6'9,:65 .k_`.'. �,pc ; NO ENVIRONMENTAL FEATURES EXIST ON THIS SITE.
Rom
f,INAL SITE PLAN
QP R E I(�
41 AT
- /
TM �54 (A) PCL SOR
PRo r£c noN j
8 "' HIGH BERM,
V D. O. T. %`' \ `�
'.� \•\ s F / �0 jI / / DONALD M. WAL TER Ill
USE / a :�: `• qs
DB 777 PG, 1249
CLASS Al RIPRAP. ZONED: M-1
A — ?• l ��
USE COMMERCIAL & INDUSTRIAL
R/GR 4 rNFr *, /AAA
v ...'Po
�' / TM 64 A PCL 80N
,� :. / ✓ ��� �:. �' / THE BARTLETT REALTY CO. 'NC.
1 �,. .
ff / :... h. / DB 672 PG. 299
�
500W ME�� �� / ZONED: M -1
METAL NAL� /D � � '� / WALL PACK--• �:.
F0C Y ¢ / / USE: VACANT
/ It C L 5 ' CONC. SIDEWALK �[
\ c � Fl.4E LANE STRIPE
AND PROVIDE WALL .� / / EX. 80'-23"x14" F'CEP ®0.43T LEGEND
N It (� MOUNTED S/GNAGE VAN ACCESSIBLE- +' / INV.OUT=697.90
c, HANDI�AP PARKING � ' Ccr" / �
LOT _. EXTEND EX. C UL V RT
c, SIGNS MUUNT ON„ "
� J0'-23"x14 " ,4CEP 9 D. 43�" 8 21-8, 3 E3M-2, 2 SM-2A
INV.OUT 697.81
aj - G 2 0 / POWER POLE .
400 SF Warehouse / • TO BE 1PEL OCA iEO EX. 6 " 21- B
/ 29,000 SF Total Bldg. Area
43, 400 SF Ultimate Bldg. Area _
..'� -' FF= 70 T. 0 ` ,� ,� PROP. 6., 21- B
/ / / Ij F B'dg. Heigh t = 20 ' 2,600 SF
0. FILE ; T
f
t 5' CONCRETE SIDEWALK
6" 21-B, 2 SM 2A
707 T DEVEL C?oiyE iV T 04,A/N 5 -- - ._—� 'sr> 3 ,r S
70,0 / 698
m / PROPOSED GRADE
699'598 \
i — _�_ ________ / _ 6gt3 - EXISTING GRAD
L75:5,�11_,J1Wv,'00AH GAS COM E
- COMPANY ESM'T
p _ AD POWER & TELE. LINE
-.•.-',-_ _.._ � ' '. ' EX. 20' PERMANENT -WATER -. .-- _-` _ --`-- --- ---.. DB 749 P. 7 __ � / EX. OVERHEAD
_ ,- '
--
_ / RESTRICTION LINE
- ---- 77� & 7»s - PEDESTAL S,GN BUILDING RE` TRICTIO
.03
�x8tip-----�' -- —.t�- �- -- - - — �__ _ (l1/0 S EXISTING GA) MAIN
M.4 X1kfU HEIGHT' = 60) - - - _... - EX. WATER R MAW
SIL T FENCE
S 43 56'201, W -_ 456. J' �°v=p��'- �` - cci - / --•PREDEVELOPMENT DRAINAGE AREA
" L DRA/WAGE AREA 70 Est' 15 "' CUL VERT - - - - -- -- -- - - - - POSTDEVEL 0/ ME/4 T DRA/NAGS AREA
---.------------------------------_.-- � / ,
•
_ - --- _ GRAPHIC SCALE
R TE. 728 VI C TOR Y ROAD `
UNPO S TED SPEED LIMIT TAB' TO 8E MA.Oc _�' <Z' 1 - -- - -- - 30 C 15 :SO eo J�c
S Y F. C, S A. - 7500 T TE 645 2400' TO � O i4' RTE.
f55,0'.t
1`'S50' SIGHT D/STANC- ( }
TM 64 (A,) 159G > .. _ _ ._. _ _ -� IN FEET
ZONEE. M--1 � 1 inch = 30 ft
USE.- VACANT Inv.=690.53
Benchmark
Roil Rood Spike �,-- - P-- - -- ----- in Power Pole
Elev.=693.7,9
CURVE RADIUS LENGTH �ANGENT= CHDRD_� BEARIIJG DELTA
C1 35.00' 43.54' 25.10' 40.79' S 08 23'15" 'N 71 '17'01 "
i
O
3
h
O
v
O
O
j
°wo
Z
Q
J
�Ww
v
c�
W
Z
S
k
ry
tiD
Q�
0
V
O
Uj
ao
z o a
W o`
c' io ac^nV�V)z
Uc'm V)n3
o w
> a ��
p U COL
INOO
Z
v �
L
L
4
SCALE: 7 = j '
DRAWN BY- ✓L W PROJECT NO. 9243
DATE: 5151,96
SHEET ,2 -O_ 3
0YY �
FT- _ 703 00 U
m 3
700 p — 0
700 — -- 7��0 5' CONCRETE LOADING PAD
_
_ _ _
-~�W EX 80'-� ~'X14 " RCEP C§� 0.4 `
BLDG. HEIGHT = 20
G
FF 703.00 I
695 � - 695 (I o _____ -- -- - N n ) 1_—'--- I
3' 23 r'x 1 "RCEP C� °' 695
8 695 o °j I) 700-
C 4 O Z W
690 p 690 ? Q
6" 21
69C1 690 695 _ _ EX. GRA VE L OADING A EA
O 0
-- --- I r\
Q
0*00 Of 30 U+ 60 G'+ 90 -- --- -- 690 O I v
Culvert -0*30 °°`' of3v o+6o 0+90
Proposed
Ex. Culvert Exten t.ion
0+00 0+60 1+20 — 1+80 2+40 3+00 �
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT) ,a
Z. EXCAVATE A S-x,- TRENCH tsTONE CONSTRUCTION ENTRANCE Section "A —A
,. >� THE eTA,as. o
C) UPSLOPE ALONG THE [1NE OF
PA VED PARKING v STAKES -
PA
AREA �� �� „ , a1sv�T t
,y ° SILT FENCE C UL VER T INLET �- !' �;
FF= 703.00 - STOP eL OCK S CTI �N— _
IT PR 0 TE - -
i2
raTa1 aoTN r TILL. A o �T KRN :
700 \ \\ y', 70 21-5
SIDE ELEVATION
-- 0 %
�� � WfT,NO iODA DE TAIL I DETAIL 2 DETAIL ! �n C-1 � 0
�- WELL CD C TED ��_ _ ---- 4' To' MOL HALF PLAN e - ,� , �.1 —' 4)
HALF PLAN 6 HALF PLAN C. ^� �t �
SUB -BASE ~� TREATMENT I TREATMENT i TREATMENT
L oo
TOE a I1LL� { I CULVIE T - _ 4. BAC1MLL AND COMPACT / vAfl/1A6x , — • ' t N
�, S7APL= FILTER MATERIAL THE EXCAVATED SOIL'S —1—
TO STAKE3 AND EXTEND A A
A
i R am THE TRENCH. j 11 1 � » Wo,
695 \ - 69�KIM, 0NrN.iT Rtfl :. _ I .. -- I .••
iAMT I
I , HALF PLAN _,_1 HALF PLAN ,�, PLAN --
I1 t
TYPE s j _
TREATMENT ! TREATMENT - E TYPES O9
( oOtTTfy[ fIlA11MiL a MN TREATl1ENT a
v/OT /1 A I
- ---- ---_ '/•'� �^'` �, mulesE AQGRL'fiATE IRA"to atV1Ci `—�xY •_ )"
• TOE °' "° / _ • or PLAN VIEW
boa
_i0w
IiE7 Tn+cE • ObTA+ Is c IrAAAA tF R tl M. 401110611 -1 C
a TQ/AAo [y/ANIo1EHT SHEET FLOW INSTALLATION r+e. CkA w1� -1 Flo Ater m
(PE1tSAtCTIVE VIER) r MIN. beer" rN Caw irw d.le Mr+� SECTION A -A i IA'w J
SECTION A -A Do" SECTION A -A .o"Pawme yw ow ona~ alsrrlr.e
TlD'r I l r Mw. IL n1.1ler Ir lewd Poo.." to FN nu eM No ueyr
_ I I mom •
0+ 00 0-/- 60 11420 A
A I rTLT1nI aaTN
I SECTION A -A rw W"ftme
a ar Nte•ee•e M••• weYNw rM+•M r.w sew. r.a-•w ..•r..• OD
_ '•-r j^' M/.rl R MeeK/M • .Mtl•N M �..•.t•.MI.t1e• Y 1• M r.t[Fe.C• .- •t� w✓
)) )J wo . W' a weew..r r w « "me"." e. w w..
' Y, 1 . •.{ T rrW r e[sreenst .re tetw• v 41
Section B--B �iii� -
1 � �}3' ( � � i T • .i +H -t f►ee / Q ti lee / M N eulle 1M11 M
I tt1 .„ � � �r �, � f`; •� •1/ a/, •wel M/ IM MIS Melee Irr flw •'••er M c.ate .•I• Iw glp,el •
*,* Iw ►..« Bale vile" to ee mall" .e .....1.....•... r .t..,«•t. b t� �d
POINTS A SHOULD BE HIGHER THAN POINT W _ ""' tow W i11"'°"' W
DRAINAGEWAY INSTALLATION h _
{ �+
(FRONT ELEVATION) WAo4 (FACE } Y (�
KWrOttCCD C'O/eGltTt M � 8 .52 ... O
SECTION 8-8 HALF PLAN HALF PLAN PAW a" Teii.l
/ed"t
TYPE a TYPE B
SECTION B-B it LL
METER BOX HARDWARE
- — SERVICE METER
PIPING METER SIZE Y(WE BOX *1 METER BOX COVER
01A. DiA. treated 2 X 4" post W/ • u.e ►ral. s«.w eu.e r w..aot. s.uo.. en , A�1.
t' Overlap 314" S/s' 014' (20 tit) FORD 18 in. NON- TPA
C fA4D C32H r t>,...1. a, l... ••wa oil«. a G QJ 1 g
(hoed) 1 ° 5,/8' .3/4' (?0 GPAI) fCRO '4 iYW4n. FORD NO JO AiONITC top 6" painted green R Y O J
L R
concrete skid pad Z o Q
4'r ,• w000 RAIL 1" 3 4" 30 GPM) FORD FCRD AIO 3o uCa4ITOR " " property SPECIFICATION I STONE FOR EROSION CONTROL `� ;il Z
_ YSp4 24 IT' RYL _ 18 x 18 x 6" deep REFERENCE O o w tY O w
I' X Er ROUGH SAWN 1" 1" 50 GPM iARO 2 F(� NO 30 MONITOR line 2oS-- VIRGNIA DEPARTMENT N_ �- 1E-w7 w
BOARDS 6'-e LONG. 1504 4 in. COVER W R4K-1. TOP Lr0 I 303 2S6 114 01 = Q � Z
SLOPE FOR DRAINAGE
18" A 18 TRANSPORTATION __ � N � � W U
STAGGERED
A oiERLAP .7 1N "-,WAFnC AREAS 1//2- >}+,cK Pat YE Pusnc ' lid marked sewer - -- a w o w
N TRAFFIC AREAS - RJWFQQ CQNpPETE MATH 3' THICK w.ws finished grade I
'P N TRAFFIC AREAS - J//4 x 30' x JO' S1EEC PLA/E NI1H ?: DIA. CENTERED A-
w 0
W 6 (TREATED) o L�GA>rNC AND TAR COATED 80TH SIDES IS TO BE C U
D PrtO>jSli — RACED 8ETIIEEN LO k RVAIFORCE`J CONCRETE 80Y
(w POST BASE a
4- S/8�' D10. BOLTS A I 00
IIIlu1l N
O
eK 4' WOOD RAIL 6' GDwRETE SLAB wl 6t6 A - A trwoteti 2, 4' with roadway box
MK MESH (SEt CONCRETE / m top 6' panted blue
SLAB AGAINSt GREASE ABSORPTION) _I ,
T f sett r36
2' 00bove
fin o rood► pr 2" ball Valve with
Z.
vanes as r quirsd to sodd(ng 1 2• square operating nut min. Q)
corpnroti stop J' stone bedding e'_ >1' meter by FC.S.A. type K copper
M _ I: Ili t•:•.•
I DLO. EXPANSION JOINT AT sun•oundhq box �' �, •'iI"i''''!'3':' yv
CONCRETE I , 1Le(
FOOTING EMF+ POST FOOTING I li?i � il,�i i i'"'z ELECTRICAL POWER [L[CT111CAL ALARM t� �
(TYPICAL OF 4) J6' min. an hocA Mlw Sill iii i;!• i !li tt LEAD -SOFT. LONG LEAD-1pFT. LONG �LJ
---� ri 6 on rwve ! iI�! iliji' it:'' 1=•2 HIVG LIP CAKE I4-2W/G, OF CABLE 'v
6, r 45' 8' min Dad/ .wile 3i i 1{} i ! = a• MNIMIA/ TO (TY►WAL EACH CORE) {TYPICAL EACH COIF)
i;:.' TYPICAL WADE
6' LINE POO
-- rr force MIP /pack pint CORE LIFT916 EYES ixi W/iG AND I! 2 WW//G U CABLE
rater man
SECTION A (2) t CONCRETE —
�� --- -- 1T6' POST --�� 6 stone bedd 9 main coupling ^�I
�� _ (Tlr►IcAL BOTH CORESI (TYPIUL EACH .IUNCTION Solc 1
t)pe K copper tubog continuous saddle 1
without pints Gum mob" to motor ttJJtG ��e�• 4 (� ` :� n
— � NOTE: Eaart tocoticr, at met.. bail assembly 2" Corp. FIP /pack joint SDR-21 vgay' AtCE111/Mr COY" •,�
to be appromd prior to instdlotion stop coupftng (6 ft. min.) solvent , � • •
- METER S TT1NG FARTS transition to 3 weld Cap
LIN M£TER ANCCE YOVE ANGLE CV XPA meter sett n t�t�� O
'�* BALL VALIE vA1 as re urre� q - face of curb NO/1NVAL rJ
PLAN VIEW — g ACCESSwa BREATHER
4 , • YW2 BA94-22JW 1NiCA94-J�JTD-C EC-.3
ASS► (TYP.) �7E1ICATE �011tT1
1' 3 4' Y501 BA94-344w HHCA94-3237D-C £C-23 —u i • type K copper AVAE1LA9l.E: � (V;
I- 1- Y504 6A94-444W HHCA94-4447D-C EC-4 Curb & gutter 1',ti•V2',TI
--- CTURILM
10�-OT 314" type K copper for ` a-vz'.Id 10'
1D t g --- --- sinqle meter installation L 1 1 4" Wye
_DRN'E ON Dual Meter Instot(otior SlAw"ER FITTIMS V�
CAPS - - .DIMENSIONS YNY VERTY - � nQn)`
FOR SOLID CONNECTIONS e r u V O1�R LINE AND FITOTTWSGS W
b ❑ ❑ — 5/8 , 3/4 , do 1 F1 METER' INSTALLA TION DISCHAR�t (TYPICAL EACH CORER
q a Ecr.Non s /
m nIr Atx[SfIMY
// Ap,R15EYES
� \ �
O HINGE (IYPI(a1 4 I — DRILL HOLES N CONCRETE — T `YE UFT/Id �+ j
TO
CLOSED POSITKM roadway box by Tyler Pipe item 1 O
souARE r\ v
STEEL TUBING r b (2) 24' LONG 31K RODS no. 143-R adjustable- 36" to 48" 1 MPT (BRASS) V
W l� B' O. C. B' /> CARfMU r CCWF,4CTED threaded shaft adjustment on FOR SOL Pvc SOCKET
1 1/2' SQUARE STEEL lV (Y y} FOR iOIKNT wtLD1No ,
TUBING SHOP WEED - 2" operating nut 7 CwV PLASTIC TIRE (TYR
ALL JOINT; S£LECT BACAFiLL I =PLACES Ia0.OPPOSED)
lid marked- sewer
` ( on 2" ball valve >s 4 NOTES&
4 „ I. ALL DRAPUi0NS AM N NC►4LS EXCEPT AS NOTED. ~ �1
>L Do NOT SCALE, DRAM". O
QR/B[JI ►UMP 1011E lNNT/ 11 OQp1AAGE L*4 TO K KL.01f FROST LINE. �J
3 /i LD i \ SS [! 4, ALL DIMCNSICINS AND SPSi�1CATIONS KJONCT TO
GRADE E r - ` r GRADE b back bride a ALA. FFRP*PARRT TO ii &VCADO aREo/. r
ap to �/ - A CORi a01Tf CAN p[ R(ArOVEtD AND VALVE-OuICII . = `3Cf '
/\x u°*CONWW TT ANc�ir�RATTED OPERATED
WADE SCALE -- --
1 Og��• _ _ _ _ _ _ _ _ (CONC. APPON) \' �I , 0. WATERT"T BAFFLE
FCONCRC7E t' — — — -- -- 1. 6 ROUGH SAWN BOARD ��/ /� } tie �• ti •�• �tirti�{ — T FRP - IrMEROLASS REI IFORCED POLYESTER �J • .f12 *' • • fed• f•
lieC- L �s Ve SPAt3E //� �_..� _. \\ Stone aggregate �r:i rti} ?r':} �f?'Zr:�ei ?f?}ti DRAWN BY: ✓LW ----
r E, „ 24 PROJECT NO. 9248
FRONT ELEVATION � �f\— r �e DATE: 3'6 96
\/�/\/;�Y�./��\r. � 2" forced sewer lateral pipe >.
STONE
cuss g 46ORtrAIE 40 ef11/irCNlftlen
STANDARD TRASH ENCLOSURE DETAIL ___ NoT >o SQL_ _
FORCE MAIN SEWER SERVICE LATERAL Model 214 Series 4cefir"R�►�
SHEET T3 of 43
TRENCHING AND REDDING DETAIL re 16 w/ OLWA asaDw+ECT DISCHARGE a-Eo2ta'r4s REtr A
- ..
te Plan
for
A e-zTl 15
o e n r B u �in e. ar
Lot 2
Be Chemical,,
C01UT.1 UCTION NOTES0
GENERAL
1, The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for u-se. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown,
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. Thee contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility/' 1-800-257-7777.
3, The contractor shpli be 'responsible for all construction stakeout. All dimensions, elevations and locations shall r
be verified in the field by each contractor prior to beginning the work. The Engineer will approve aft cut sheets. e r 1'rCo o u Virginia
ty,
4, Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner-
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit �����
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility. ' ¶
�L Cove, Sheet
a w Mag t D1'
•
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show uu tr--� r
p I I I'a
s
existing,ground elevations of centerline of utility, structure or road, and offset hub elevation. 2
Dev�®�en$ Plan
�{Site
EROSION CONTROL, 3„ Miscellaneous Profiles & Details
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department,
777YYY ... y, • . N,
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia ,;,; • � r �"4 - - •. hi y.� ✓
° , r `
Erosion Control Guidelines and local ordinances and to be utilized during the construction period. j i +, dG ;i • 1� `` «+. �.. ✓✓ ii u, �•
..
3. All erosion control. structures shown or as required during construction shall be continuously maintained ♦ _ 1
throughout the In areas are denuded. Areas to be to have •* %� ° ( '' 'r
period which shown surfaced are stone base installed t„ , . �;,� )
} ,
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days E' • r I } Q u ' ` f�
when construction is not in progress. =� `
}�,,,+ �,
,'• 1 `.t
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected 8 f r'" i * '•.y r ,f ).
area. ,.. •s••. ;
;�'�: � � r _„ q..
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a %
good fawn quality gross cover. Areas not shall be disced, leveled and seeded to achieve lawn
graded conditions.
I. ` �
FIRE &RESCUE1. r ,;, �. �, � , ` «.� " • l ,o ,,,,• « ' 3
Burning of land clearing debris requires a permit from the Fire Marshal.
is prohibited. Burning of construction debris on site
is r � ,lam';' ,.•. ;•;r 'r (,�' �
f
•-
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs _p Q '�
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire ) ,,,, I •.. �: , ► r ; • '`
hydrants. Fire Hydrants are not to be obstructed at any time.
I ti• �:' ` , ' &S Vail
FREDERICK COUNTY SANITATION AUTHORITY p8M7 r< �. %" 1"fCl
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
the Frederick O
additionally meet all requirements of County Sanitation Authority. The contractor shall coordinate
° �r°: ~ ^•' " ' + '4
with this agency and arrange for inspection by the Sanitation Authority as necessary. , O s• :�'�° l j �ti r-�1 '�
f`
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority '•f •' '
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. '•:.�• v; ' �u' rk 1 I r '
..' .+� ^` ,
3. Temporary termination of sewer line shall be plugged. with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the. ground. The top six (6) ; '�. • Rl, \� �,�,
�•� ,
inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed,,•.k t• �)� r� �'•
buildings as shown on the Architectural drawings. 3
4. The FCSA is for the installation
responsible of water meters. Before a permanent meter is set they will require;
framen a
1 the r properly
and cove be o er aligned with i m p p y g t is meter box and yoke bar, 2) the frame and cover be set to final � � �� �(•' ;, y ,• .�•:, f A
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) q �j ' iii���
�••..� f� _
oll components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have _ l r�! '•, n h
the box installed i 'r �-r�t
meter correctly. •� �•
5. The Frederick County Sanitation
Authority shall install all water and sewer services that connect to existing lines •• ; ..-. _ ) : - .1 '� `� +'+ •�, / O
The location of the tap and the termination of the lateral to be the Authority !
point are coordinated with s assistant •"t /
engineer. Asa 'd' '•'- . i ,GfJ l �./' ',
��%
���� � + . ' )
6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and / e o ° ��� .. • . . r' � �
_
make the tap. The contractor must make application for and pay the cost of this work. 1 •.� `�sr� !''
7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. ,•s ; • :. F ✓ r << u; I �' ��
(.:: �;�s� �„ f` ,;;
•. •,. , 9 a ''.� , owner/Developer: North Frederick Dealt
°• r`.,'
VIRCtIN1A DEPARTMENT OF TRANSPORTATION %� �-'r, %;
'_ - it 12' South Cameron Street
1. All work on this project shall conform to the editions of the Virginia Department of Transportation (VOOT) r'U �• e
.latest � �� h ,1' •+
Road and Bridge Specifications, and Standards, The Vir info Erosion Sediment Control Regulations • •"tea, »a an ) o ' "`' I• .
and and an other , • s� q
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications � a•' �� ° _, ' r `Winchester, ��rfl�Ll¢� ��a�®1L
or the most
plans, stringent shall govern.
(540) 662-3486
2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
` /
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be I C I n I +
V y M a
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section l
p
104.04-C. Owner's Certificate
4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change Scale 1 == 2000' 1 hereby certify that the property contained in
as deemed necessary by VDOT.
5, Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for this Subdivison is with free consent and in accordance
any work on VDOT right-of-way. with the desires of the undersigned owners, proprietors
6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the
or trustees,
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours for inspection. +ef
notice any
/� r
8. The Contractor will be responsible for to from March 2 1996
maintaining adequate access the project the adjacent public road- 1 y DoXe
way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion &
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10, All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover- and, / I
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to l
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined
by the engineer and approved by V.D.O.T.
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement Approved by Frederick County Zoning Administrator
of fill.
13. All roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, 2%
within plus or minus of
optimum moisture for the full width of dedicated At the direction VDOT Inspectorno
any street right-of-way of ��®
density tests by a independent be
performed qualified agency shall conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. Q • T H QF
g 11 b (2r t w. c I i f f o r d �X c S S o c I ate s i n c. P�' Date
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where y L
determined necessary by VDOT Inspector.
15. The installation Site Plain
of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT approval expires five (5) years from date of approval.'
minimum design standards and is the developer's responsibility. �• ��
16. If required by the local VDOT Residency Office, invoices for
copies of all materials within any dedicated street ALD A, MISLOWSKY, J
right-of-way must be provided to the VDOT Inspector to acceptance work. Unit total be NO, 020674
prior of and prices may O
G
obscured. U 49Y&
17. Prior to acceptance by VDOT of any streets, any required street signoge'and/or markings be
pavement must Engineers - Land Planners - Surveyors Job Number: 5105
installed by the developer VDOT's
or, at discretion, by VDOT on an account receivable basis.
A�aFFSSIONA
150-C Olde Greenwich Drive 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ' sheet Number 1 Of 3
(540) 898-2115 (540) 667-2139
- _ c: dw oero2co.dw
�.l
v U. a r. CC-7
72'
1/4-/fr
�O
wog
4-jr. PAbEMENT
\� 2SM-,;;,A
J" BM-2
`-6' 215
ARBOR C'OUPT WIDENING
Site Development
SummqU
EXISTING LOT AREA
3.1164 AC.
PARCEL IDENTIFICATION NUMBER
TPX 64-9-2
ZONING
M-1
CURRENT JSE
VACANT
PROPOSED USE
WAREHOUSE_
BUILDING RESTRICTION LINE
RECUIREMENTS:
FRONT
75'
SIDE
25'
REAR
25'
OFFICE FLOOR AREA 2,6 00 SF
ULTIMATE WAREHOUSE FLOOR AREA 35,800 SF
,r 4a f L O T ULTIMATE EMPLOYEE ESTIMATE 14
>4 STD. PARKING S 25 (1%250 SF OFFICE=11, l /EMPLOYEE=14)
/ SPACE REQUIRED
HANDICAP SPACES REQUIRED 1
'�� T STD. PARKING SPACES PROVIDED 23
� �
HANDICAP SPACES ROV10
� - ED
,c . ,. O 6�
v Q� ��,rF NFL �9, I O TA L SPACES PROVIDED 25
� _- 1
° 4ztv�� -��� 8°pOo, 68c'yFi �p�p\ LOADING
REQUIRED
(1/40,000 SF
BUILDING FLOOR AREA)
SF SA. G,yr p LOADING SPACES PRO
LANDSCAPED AREA REQUIRED 0.78 AC. (257.)
0�,NCT�TgI LANDSCAPED AREA PROVIDED 44 AC. (46�)
o
; SF DISTURBED AREA 2.79 AC.
'`
63 " FAR 329 (0.9963/3.1164= 0.32)
f
c \- \.6
NOTE. NO OUTSIDE STORAGE IS PROPOSED.
NO ENVIRONMENTAL FEATURES EXIST ON THIS SITE.
% / Y Z c L FIRE LANE S, T,RFE
h
AND PROVIDE AALL
o ti II MOUNTED SIGNAGE VAN ACCE SSIERLE +,
1n �
% HANDICAP PARKING
f- ' p�3 .• .. /`; .p, O L O I ._ SIGNS. MOUNT ON _ X�Q
_. .
Bt/I01AlCr- WALL: �.
"24 400 SF Warehouse
/a 29, 000 SF Total Bldg. Area `a
� 3400 5F 0mate BldgArea
FF= 3.0
,�.
Bldg. Heigh t = 20' 2, 600 SF �.' . •'' _ ,/ �' I /
OFFICE --r• z' �
7
j _H GAS COMPANY ESM'T -------
_WA _
_ l y EX. 20' PER
T�'P, - _ _ OS 749 P 117
�rA MENT DR 838-P 9 _—
-- r6. —
43'5 J -,c_
15 C
L DRAINAGE ARr-A TO EX 15 "" CUL VERT-A Cp r4o - ---- --
--- `"~ RTE. 728 N VICTORY ROAD
_-----------" -_ '`•---- TA `
- - - _ UNPOS TED SPEED t !MIT P To BE MAnE .- - - ---
SY FC S.A. _
1500' TO RTE" 645 2400' TO RTE. 50
TM h 4 A) 1590 = ( ------ - - - - - - -
f550' EIGHT DISTANCE 5-0O,
—� --- _
ZONEG'. M - -
I f"r. ].'A /" A A f T In v i9cii r: i �\
Benchmark
Rail Rood S
in Power Pc._
Elev. = 693.79
P
,ALL CONIVECT,'ONS , TE-ES, VALVES, ETC. REOU/RED
BY THIS SITE PLAN TO BE PROVIDED COINCIDENT
W1'TH THE INSTALLATION OF' THE 8" WA TrR MAIN
REQUIRED BY THE AEROCENTER LOT 4 S/TE PLAN
APPROVED 1120196
I
EX. 80'-23"xl4" RCEP ® 0.43 0
INV OUT=697.90
EXTE/✓D EX. CUL VERT
20'-23'"x14" RCEP ® 0.4,3�'
IIV V. OU T= 697.81
' l POWER POLE
TO BE I?EL OCA -rEO
0 SF,
60 )
30
f l,NAL SITE PLAIN
p� AP_ R
1
EX. MH
RIM= 701.50
INV OUT=697.81
/ LATERAL INV. IN==698.00
TM 64 (A) PCL 8OR
DONALD M. WALTER Ill
DB 771 PG. 1249
ZONED: M-1
USE: COMMERCIAL & INDUSTRIAL
TM 64 (A) PCL 80N
THE BAR TLE-TT REALTY CO. !NC.
DB 672 PG. 299
ZONED: M -1
USE: VACANT
LEGEND
8" 21=8, 3" 8M-2, 2" SM-2A
EX. 6" 21-B
PROPOSED GRADE
69t3 - EXISTING GRADE
F> — EX. OVERHEAD POWER & TELE. LINE
BUILDING RESTRICTION LINE
- EXISTING GAS MAIN
...--EX. WATER MAIN
X — SIL T FENCE
-- PREDEVEL OPMENT DRAINAGE AREA
-- - - -- - - -- -- POS TOEVEL OPMENT DRAINAGE AREA
GRAPHIC SCALE
C 15 30 60 1 _0
( IN FEET )
I inch = 30 ft
o
v
m
Q
°wo
j
W
Q
W
o
rn
Z
v
w
�-
°C
1
4
W
v
w
w
4
�
W
S
5
5
Lk
OD
40
�V
O
LL
D
N
m
do
\9_Glalq-
o
4
O o w�V�Ow
Q� L� L-iU)z
W 5
� r A) LLJ
LAJ
00 _
SCALE:
CURAVM BY: ✓L W _
PROJECT NO. _924c3 _
DATE: 3�6�96
SHEET 2-or-- 3-
695
690
O
FF= 703.00
700
6.95
C
83'
23 "x 1
" RCEP @
851
op
o
0+00 0+30 0+60 0+90
Proposed Culvert
I ~
J
0+00 0+60 7420
Section "B-B"
700
695
6.90
(Im<ol)
4' < 4• WOOD PAL
1% ✓T ROUGH SAWN
BOARDS 6'-4' LONG. (SLOPE FOR DRAINAGE
STAGGERED
OVERLAP
D
(TREATED)
�o
�W POST BASE B
- S//8 DIl BOLTS
TYPIW,)
4". 4• WOOD RAIL - 6" CONCRETE SLAB W/ 6x6 j A b
WIRE MESH (SEAL CONCRETE
SLAB AGAINST GREASE ABSORPTION) L
C j(
12' D1A.
CONCRETE EXPANSION JOINT AT
FOOTING EACH POST FOOTING
(TYPWA OF 4)
SECTION A (2) C CONCRETE
0 FILLED POST
PI..AN VIEW
10'-cr
_DINE ON
CAPS DMENSIONS ANY VERY
FOR SOLID C(WCTIONS
121 ❑ El5� AgJUST BLE
>o
M 9 (TYPfcAL
4 — NGE
S SO(JARE
STEEL
1 I/2' SOUARELSTEEL
TUBING SHOP WELD
ALL JOINTS
700 c
Ly
695
690
.I
4
EX. 80_—
3 X 14 " RE
N
p�
Q�
ko
� �
pv
CI �
W
—0+ SO 0+00 0+30 0+60 0+90
Ex. Culvert Exten tion
SILT FENCE CULVERT INLET
PROTECTION
DRILL HOLES IN CONCRETE
TO LOCK GATES IN OPEN
AND CLOSED POSITIONS.
(2) 2,C LONG 3/8• RODS
i b
:o
12:x is: 35 _ o (CONC. APRON)
FGOOONIN TE ,y B ROUGH SAWN BOARD
A C-rf LONG MTH 31e SPAP.(
BETWEEN BCKRD;
FRONT ELEVATION
STANDARD TRASH ENCLOSURE DETAIL
- �iMR rs a n«-«..M If ILA
IS TOWARO 0000 AIU/T
ILDII
MFTFR PDX HARI)WARF
CONSTRUCTION OF
(WITHOUT WIRE
1, SET THs STAKES.
3•r�.
3. STAPLS rnm MAT1tRIAL
TO STAKES AND EX'I'LND
Tf INTO THE TRENCH.
SERVICE
PIPING
G
METER SIZE
YOKE
METER
BOX .1
METER BOX COVER
314
5/8 x3I4 (20 GI°u)
iM
1$ in.
7R MC FORD C37H
1"
5/8' 0/4' (20 CPI)
FORD
�5041
24 in.
FORD NO 30 MOV TOP
COVER
"
3/4" (30 GPM)
FORD
)504
24 in.
FORD No. 30 Uav1TOR
- i
1 '
1" (50 GPM)
i'ORD
r504
24 01.
FORD No 30 mcn, 0R
co w RUL-t1 TPP LID
•i IN AION-TRAFf1C AREAS- 1/7" THICK POCYf7HELENE PLASTIC
IN TRAFFIC AREAS - REAVOqCED CONCRETE N17H 3° TM'CI( WAU_S
M TRAFFIC AREA5 - " r 30 x 30' STEEL PCATE (NTH 22' DIA. CENTERED
V3//4clMN6 AND TAR COATED BOTH SIDES IS TO BE
PLACED BETWEEN LID & RVWC*0E0 CCWCRETE BOX
Heated 2% 4" with
top 6" painted bike
+cries as: required
stop �T' stone bedding
surrounding box —
36'
water mo,n
t)pe K copper tubing continuous
without pints horn main to meter
NOTE. Exact loeatice of meter box assembly
to be approval prior to installation.
700
Qz
695
700
(J
S
690
695
A SILT FENCE
SUPPORT)
2. EXCAVATE A 4"X 4' TRENCH
UPSLOPE ALONG THE LINE Of
STAKES.
C
4. BAcOILL AND COMPACT
THE EXCAVATED SOIL
ILO(
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
r 1
POINT'S A SHOULD HE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
690
5' CONCRETE LOADING PAD
BLDG. HEIGHT = 20'
FF= 703 00
j
y
6" 21—
6
EX. GRA VE
L OARING A
EA
L
�
Lk
l
0+00
0+60
1+20
�IIIIIIII
as
.r
pil
treated 2" x 4" post w/
R top 6" painted green
concrete skid pad
18"x 18"x 6" deep property
fine
finished grade lid marked sewer 18"
� I1� 1
:
roadway box
I 36"
2" ball valve with min.
2" square operating nut
??:1.:, type K copper
HM
•i�i?�ilii;?:•
torte M I P / pack joint
main coupling
saddle
2" carp. FIP / pack joint SDR-21
stop coupling (6 ft. min.) solvent
METER SETTING PARTS 3' W@Id Cap
Sl,UN
N£TER
SI-If_
YOKE
AAaE YoKf
AIL VAL 1f
ANGLE CK
VA4 1 E
ANSI
W-
4
; 4
Y302
8A94-21JW
HHCA94-31JTD-G
EC-13
I
3 4.
1504
BA94-344W
HHCA94-37J7D-6
EC-23
1 •
1"
Y504
BA94-444W
HHCA94-444TD-C.
Ec-4
fr bow
heck va/Af
to Miry
transition to
meter setting- J-47 face of curb
as requind
4 1" type K copper
curb & gutter
314" type K copper for
single meter instollatlorr -1" x 3 4" w
ye
Dual Meter installatior,
METER INSTAL. LA 770N
PEFULC Y COMPACTED
.£CT BACKFKC
ST SAVE
AGGREGATE
CLASS "'B�"
NOT 70 5CAt.F
TRENCHING AND BEDDING DETAIL
roadway box by Tyler Pipe item
no. 143-R adjustable- 36" to 4T
threaded shaft adjustment only
lid marked- sewer
bride
stone aggregate •��ti •;
-17ty� •4' I
2" torced sewer lateral pipe
FORCE MAIN SEWER SERVICE LATERAL
Figure 16
brick
4* "MINIMA TO
TYPICAL WADE
LINE
NOMINAL 91i[ATII[R -
ACCESSWay SST (TTP.)
LENGTHS
AVAILABLE:
4•I 5-u2•. T.
S-1/2'.n110'
DISCHARGE--
7
3! 23�
1+80 2+40
Section "A -A"
3+ 00
DETAIL 1
HAL F PLAN 8
DETAIL 2
HALF PLAN - e
DETAIL 3
HALF PLAN ". . '1� �• 1 •
F—
TYPE A 1
TYPE A
TYPE A �J'r .�<
_
TREATMENT I
TREATMENT
w
nli� I
TREATMENT I �_n7r1)t
Vol
...
IHALF
HALF PLAN _1 _L
PLAN
TYPE 9
1-
`
`� •
11r.LI PLAN 1
TYPE 9 9
TREATMENT
9
TYPE9
TREATMENT
TREATMENT
n0,
rawClra
SECTION A -A
M
►
Y
Ry �► - _
FAv tsaw A•� SECTION A -A r IA•Y•
6-4
SECTION A -A
• Ar<po4ar+4 "do tar aM gwoorl wiewras.aa•
N. /l ma~ Ir Iwr alias.• tar ra" &0 *W M meopoo
NOTES
1b rwwr Owe n<n"losoo Douro•• Aid to p•+•• 0. roods•••• r.«Ar raw
"Oda""
a 4•! MCMrrr A•••< M1011141— ra4-.•11 r••<M <r..r .qr.W ..«. M
'
e.a•r1 r •.•<KIM . y.<.f.N M aY••.<r.�r.o.r Y w M w •<<«I«K..iM1.
A.r A •041 o-1 r M « Woollw • w od"
r
r'
V
I," A ED Tro, I.r A• 4I ar loom wolf " A+Iw occo, smo ..<. o"I.r1
41111 ft. woo " I.. MrhM NM. r go � " M 9".00..m Iw Mw al
DO•
A* IMP r.ar (]•I• Y....y w as mew"..1lar •• ra<.1w con••u <ww w as.wa4.4
1.M IM .a•[.IIt41WM
I �
y
!�
M
HALF PLAN HALF PLAN
rlrr CM
TYPE A TYPE B'
SECTION 0-8
• U<4 T►aKrl Sa<"•...a.�. a. ala.. « war•.a1 rM "Me. ••newt ..AIII, 4M "oft
r <.w»I, e'K. « -owa pa...s
SPECIFICATION
REFERENCE_-' STONE FOR EROSION CONTROL
205 VIRGNIA DEPMRTMENT
303 ,se r
4 I e - - TRANSPORTATION —_ 11401
• 24 ---�
- 34
40
co
0
Iz Nk
i
s
o�
Z A
v sit"
.IM
C fin
cc
-gyp
�I
Q �
•� DO
Cl
W
��
wool
RG�NIA
J�
x O �
z �z�
0 o LJ 0 w
v, F- r- y-• w �0- w
_ C) V)
r c� E,, UJ LL z
J& w a w
� � U
_ OG
�V
ELECTRICAL POWER ELECTRICAL ALARM I. n
LEAD-IOFT. LCING LM-(OFT. LOW
12-2 V" OF CAS" 14-210/0 OF CASL.E
(TYPICAL EACH COOK) (TTPICAL EACH COOK)
S IATORTIWT FITTWGS FOR
Con LIFTM9 EYES 14-i OM AND 12-2 WM OF CASIU r_
(TYPICAL SCTN CORES] (TYPICAL ILACH JUNCTION DWI
qiWIy ACCESSWAY COVER
box
� � O
VATa"MOT JOINTS �1
(FAVIVICAIRD my
MAILOACTNREN( V
WkCATNIR FITTING
%0"9 AND ORACII COOPER 01S1]NRGE � n
�"�`r 013CON1/ECT,NOTE 9 LNE AND FITTINGS
(TYPICAL EACH COOK)
Ili• ACCE>KMIAY �/ �LA�.r
TANMtyll
1 MTM9 `v
0
MET-4*PW SOCKET I�j MPT (11111
FOR 10OLVt"T q
owv PLASTIC nP11 ITAPi t PLAas ISO* OPPOSED) (13
NOT961
L ALL 01KNSIONS ARE IN INC►I[S EMTCEPT AS NOTED. ~ W
L DO NOT SCALE, 011AWING. C
GROOM PUMP CORE UNTS A DISCHARGE LINE TO K 9ELOW FROST LNE.
l ALL DI11[ OMM AND SPAIFICATIONS UMXCT TO
CHAN" rITIWUT NOTICE.
l ALL "W PARTS TO 9[ AVOCADO GWCK
Dac OTCCAANKK 0."uATEDANRC1IM GGRO-O°i'rI` SCALE: 1 "=-31�'
WATERTIGHT RAFFLIE US44 HEl[ WRENCH (FURNISHED).
TrM-FOEROLASS REINFORCED POLYESTER —�
DRAWN BY: ✓L W _
PROJECT NO. 9248
DATE: _ J
environment one
Model 214 Series 4 ""'A"'"
W/ OUICK DISCDW#ECT DISCHARGE 8-t0219.244 REV A SHEET 3 of 3