HomeMy WebLinkAbout033-94 Federal Express - Backfile (2)r� nNL
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GENERAL CONSTRUCTION NOTES �
l The contractor shall furnish all materials, labor and equipment and perform a// work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the j �o -�
completed facility reody for use. Unless otherwise noted, specifications for all work to be in accordance with I _� �A g
oppi'icable Standards and Construction Specifications of The Orginio Deportment of Transportation, irirgindo GG;
Deportment of Health, Frederick County Sanitation Authority and the contract documents' i " ' • ' } t4.
I
G The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. � r,
r
The contractor sho/l exercise care in this work so as to avoid damage to any utilities. Any damage shall be the ,• x; +j `' o- g �..
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Ca/l "Miss
Utility" 1-800-257-7777. is
J The contractor shall be responsible for all construction stakeout All dimensions, elevations and locations shall
be verified ,•'n the field by each contractor prior to beginning the work. The Engineer will approve o// cut sheets. _ , ' bt, °_ - • o --*�,•,`• ' �� w �. � s� /� \
l:
the ot4 Anyntdon of the Engineer onditiotionsthe Owner. ed encountduring the course of the work shall be immediate/y brought to J' yyn ' p • • rl,.
5 Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit ate' ''' ° " mow° `� } ` �`J °
„ conditions imposed
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Temporary and permanent erosion control structures and methods to be do accordance with the Vrgindo
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
8. All erosion control structures shown or as required during construction shall be continuously maintained �. 1 hp. A ;1 r v p er, i \ ROAt)
throughout the period in which areas are denuded. Arens shown to be surfaced are to have stone base installed,�i
at the earliest possible dote after esta6ldsihing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
9. Contractor to clean up and restore disturbed areas immediotely upon completion of pipe -laying in the affected
area.
10 All unpaved areas of the site which are disturbed by this construction shall be provided with 4" to sod,
fertilized, seeded, compacted and mulched. Seed bed to be watered and eared for as necessary to provide a .t f, Ci •:.J �/ �: i
good lawn quality gross cover. Areas not graded shall be disced• leveled and seeded to achieve lows conditions. ` ' o Q M
11, 8uming of land clearing debris requires a permit from the Fre Marshall. Burning of construction debris on site °•° ,;, l °. n)• ° ,.'y.� o N \ '
{� rt
is prohibited \
cs \
12. Water and sewer lines are to be constructed do accordance with these plans and specifr'cotions and shall •' �j�^. \;� ° '� 4• `a *°
addltiana/y meet a// requirements of the Frederick County Sanitation Authority The contractor shall coordinate C'
with thds agency and arrange for inspection by the County as necessary
13. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
t:
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
14. Temporary termination of sewer line shall be plugged with a wotertdght plug. The end of the laterals shall be
morked with a treated 2x4 post extending from the pIv9 to eighteen (18) inches above the ground. The top six (6) J. t . -� ` ch: �t¢r�s
r'nches of the post shall be pointed green_ Sewer foteral elevations to be compatible with gravity service to
proposed building as shown on the Architectural drawing.
15 The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require.. , ;�� •' r $ r' \ \ \ ` r"
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the from& and cover be set to final , ® +' J:y ,., * \
"
rade of the lot, J the distance between top of the cover and yoke bar between 18 and 21 inches, ') all
components of the meter box assembly to be /n proper workdn_q order. It is the contractor?s responsibility to hove } .:•-� l� �, 'J. �p •«, tip{ ��J �� `, Qk
the 'meter box installed correctly.
76. Qesign features relating to construction or to regulation, control and safety of traffic may be subject to change �?°� ��� •• ,_ -� R •. �9, r ��
as deemed necessory by V"O.O.T
17 A// fi/I, base and subsurface moterdad shot/ b& compacted to 95.E of theoretical maximum density as determined
by AASHO T-99 method A, wdthin plus or minus 2' of optimum moisture. Independent compaction tests may be.,/
required for verification by V.D.O. T.. e ° ri i G a . z \ \ ✓ v�
78. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs •J _ > r" i^ - "? �, O ��
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
o
19 V:O.O T. approval expires three years otter approval date. r SYrenantloan d� � ,1 �° e w • ° �" � � ; `''``��, J�
Memorial Park } .• �7 (+ as ( • R i G{ /
20. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
he location of the top and the termination point of the lateral are to be coordinated 0ith the Authority's assistant engineer.
! j, j1,5
° 27. The Frederick County Sanitation Authority shall top all existing wcter/dnes. they wi// furnish the moterio/s for and °y� a
make the top. The contractor must make application for and pay the cost of this work. I ��
Vicinity M�� �, \' � e ; � �' pro; W p
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ARC=2 Ie OY
SHEET x T INDEX SITE IZAP
SCALD" Pm 100'
S C� Q ' COVER SHEET
2 SITE DEVfE OPMENT PLAN _.
,3 M15ML.ANEOUS DETAILS
W APPROVED
o I ,
0
GTHbert W. C Rifford & Assom'(ates, Horn � r
2 tj
t aid A. Mislowsky, Jr
o CERT FICATE NO
NORTHFREDER/CK REAL 7Y ^--- � � 036
7 sovTH cA�rERonl STREET Engineers — Land Planners — Surveyors Rd�ESSIo aL �O� l��J��C�C�° ����
o WINCHESTER, VIRGIINiA 22601 °
ENGINEER
150—C 01de Greenwich Dr. 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601 c)�
Q (703) 898-2115 (703) 667-2139
r� 12/1,3/94 Revdsed per f-CSA comments. RAM
R I\ `�_
a
a
=1=3
4' S/DfMGtLK
20' 2
3GRASS PARKING ACC
PROPOSED 1
BUILDING PARKING
\ ;O
Cj
\ 6g 691
/
.� 0;
/
o l 69g
\ 100
X - \
VARIES
GOWE D
FARCE MNN T'o Ex
'-6 FC?RG'E MAIN
A
r SM-2AJ / , 4' UTER&
14, mans REQUIRED
7
J/
e` 21A AT 50' INTERVALS
SEC77115W A"
SCALE I' - 30' NOR!
LEGEND
1
i
EXISTING TREE
PROPOSED LEYLAND CYPRESS
UTILITY POLE
EXISTING STORM DRAINAGE && STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE
-POOR--
PROPOSED WATER MAIN
---.+ W
EXISTING WATER MAIN
EXISTING FORCE ,MAIN AND MANHOLE
PROPOSED SAN SEWER AND MANHOLE
—►FN +--♦--►FM +—
EXISTING GRADE
PROPOSED GRADE
PROPOSED TEMPORARY- GRADE
CONCRETE SIDEWALK
GRASS AREA
[
ASPHAL T PA VEMENT
:;:..
6" 21A WITH PRIME & SEAL SURFACE AREAS
PROPOSED EASEMENT AREA
- -
PROPOSED SILT FENCE
SF
ZONING BOUNDARY
ZB
STORMt INLET PROTECTION
6>1
� � PR
sF� APE ��
6' HIGH CHAIN -LINK FENCE
PHASE 2
SILT FENCE
INLET PROTECT/gN \ Q
£XLSTINK 6"
GAS L /NE
V.D.O. T. EC-1
CLASS A 1
GRAPHIC SCALE
0 15 30 so 90
( IN FEET )
I inch = 30 ft.
X
ERA E55 �� RE s9s _
702 6 �05� EpO�• M'
FRo�EpJP�P�
NCR 05�
PHASE 2
1-B' CROSS
1-e)(6" REDUCER 2
I -F. H. ASSEA•1BL Y. Q.
1-6' G. V -
1-6' G.V
2-110/N15 B" PIPE DATUN - ELF V
1-8" P4UG 69000
I
x
70,31 '
Q
i J
O
'g
Q
w
O
w 0
O N O
N ^ ►�
20' WATERLINE 0+00 `S 1 +00 2+00
EASEMENT "0
A WA72ERLIN& ' PROYCI F
PHASE 2 GJO - SCALE.'
\ 2-20' DOUBLE SLIDE GATE I" = 30' HORIZ.
\ (1
PHASE 2 / �)/ I" = 3' VERT.
8" WATERLINE / QO
DUMPS TER, : W/ 6 FT. HIGH 4
OF AQW Fq1Vf m ALL O
AROUND AOWD LATCHt*D GATE. PRL
END PHASEI ' -F4 1
G/N PHASE 2 1 _9' G E� uAL VE �� •, jj
? 00INTS PIPE
1-BLOW-OFF ASSY V�
i 1 (Removed in Phase ?)
700
IIVV 696.5�
:Y; : ?�:r•' :• :7 VARIES N
3+00
40, Jo
'OSED BUILDING 5
6' CAW/N LINO
FENCE -- _
r sM-?A
�8' 21A �- 9" 21A
SAW7;M A44
SCALE' I" - JO' HOINZ
60'-15` ASPH&T
COWED CHIP O 0.8JA,_— _-- _—
AORIVEWWK SAEC77OW
6970
r . .... ' / n VARIES
VD.O.T. CG-7� O 18'�
STONE CONSTRUCTION 12,! 6 12
...
h; 5 s.HoucO£�v
FT Fr
PEDESTAL SIGN-
y .::.•. ' ':: w� r r'� r^ £x. PAVEMENT z£x PAVEMENT
J' QM-1 3' BM-2
�` / 8" 21A e" 21A
J PHASE 1 .SECT1t''i�VC-C SEC7XAN"
(VICTORY LANE WIDENING) (19C70RY LANE WIDENING)
PRASE 1 1 ` WATER S£RC£NIERL/NE PROPOSED
I//CE � AccEss RQID
AND METER SITE DEVELOPMENT SUMMARY
WATER AND SEWER
TAP BY F, C. S A. EXISTING LOT AREA 9.62 ACRES 1 —
PHASE 1 ZONING DRAINAGE CALCULATIONS
1 1/2' SM-2A
�- CURRENT USE VACANT �� eM AREA TO C 1 = 0.51 ACRE
�—Exist. Fig Hydrant DEVELOPED AREA 1.80 ACRES \-e 21A
C = 0.85
SErBACKS.' S1M4Cr2FStiSfi02W 4ECT1(CW Tc = 5 MIN.
FRONT 75.0' L (1o) = 6.8 IN.1HR.
h SIDE 25. 0' Oho) =3 C. F. S.REAR 25 0' TRIP GENERATION C 1 USE 60' — 15" ASPHALT
0� 8-PPING SLEEVE /TE CODE 030 (TRUCK TERMINAL) COATED CUP ®0.83 %
OFFICE FLOOR AREA 2, 400 SO. FT
AND VALVE TRIP GENERATION RATE = 985511000 S F./DAY ® 21,600 S.F. INV. IN - 697.0
WAREHOUSE FLOOR AREA 9, 600 SQ. Fr TRIPS PER DAY = 213 INV. OUT = 696.5
`C WAREHOUSE EMPLOYEE ESTIMATE 4
0=3.5
f I PARKING SPACES REQUIRED 13.6 9.6/OFFICE f 4/EMPLOYEE Hw/D = 0.85
HANDICAP SPACES REOUIREO 1 PROVIDE ES-2 BOTH ENDS
I / STANDARD PARKING SPACES PROVIDED 15
a I-ANDICAP SPACES PROVIDED 1
' TOTAL SPACES PROVIDED 16 1216194 REVISED AS PER AGENCY COMMI£NTS _ IDS RAM
- LOADING SPACES REQUIRED 0 12 l,J 94 REVISED AS PER FCSA —^ f IDS RAM
LOADING SPACES PROVIDED 1 1 13 94 REVISED AS PER FREDERICK C06JNTY PLANNING JDS RAM
OPEN SPACE REQUIRED 2.40 ACRES -
I H OPEN SPACE PROVIDED & 26 ACRES
P�' Q F no. date _ descrijption by j ckd.
DISTURBED AREA 7.65 ACRES
REVISttONS
aid A. Mislowsky, r
0 CERTIFICATE NO z
,1, G 74_,''"
PREGISTERED
ROFESSIONAL
ENGINEER
Gilbert W. Clifford and Associates, Inc.
Engineers Land Planners Surveyors
150-C Olde Greenwich Dr. 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(703) 898-2115 (703) 667-2139
AEROCENTER BUSINESS PARK
FEDERAL EXPRESS FACILITY
SITE PLAN
FREDERICK COUNTY. VIRGINIA
ORAWINC, NO.
4126
OCT S94
SHEET
Ekl
OF 3
a
.-,TONE CONSTRUCTION E,,V 111 1 1._
" A" " A " 7W 1,11N E%lS I ING
- --- PAVEMENT
A
5:1
"D 6" MIN* "D' 6" min * FILTER CLOTH MOUNTABLE BERM
6" MIN* r ti WIN. A (OPTIONAL)
ELECTRICAL POWER ELECTRICAL ALARM a - I /
LEAO-IOFT. LONG LEAD-IOFT. LONG -;� SIDE ELEVATION
t2.2 WIG OF CABLE 14-2 WIG OF CABLE C%ISTING GROUND
(TYPICAL EACH CORE)(TYPICAL+ 70' MIN.
6' rtw�llMUM To EACH coRE) • • � ', i . � •°, • . ' , �: \�.
TYPICAL GRADE A „A„ E 1
LINE 2 WATERTIGHT FITTINGS FOR - •; ''• i• I ' ' .a'• -'s' ' • -~
CORE LIFTING EYES t1-2 W/G AND t2-2 W/G OF CABLE e.';,N �' • t. B VASHRACK fo Mu.
(TYPICAL BOTH CORES) (TYPICAL EACH JUNCTION BCO(J 'j; "I - <OPTIONAL>
/i j y/ \� PIPE PLUGS, WYES, & o ° 2 NtN.
�e`�•i w�" ELECTRICAL ACC£SSwar COVER DIA. TEES 11 1/4° 22 1/2° 45 90 o MIN
ELECTRIC — \ FORM BOARD (typ) --
ION
sox eta 1 A B C A B C A B C q B C A B C
• -BACKF ILL (typ) �
NOMINAL BREATHER 1 6" l'-0' 0'-9" l'-3" 0'-6" 0'-6" 0'-6" 0'-9' 0'.9' 0'-9" 1'-0' 0'-9" 1'-3" 1'.3" W-9 1'-9" -
'— vDOT It I � POSITIVE DRAINAGE la' MIN
ACCESSWAY CROSS WITH PLUG DEAD END TEE couRSE AGGREGATE B To SEDIMENT
ASS% (TYPI WATERTKHT JOINTS J eAr•Pita D[VtCr
LFNGTHS 8" 1'-3" 0'-9" 1'-9' 0'-9" 0'-9" 0'-9" 0'-9" 0'-9' 0'-9" 1'-0" 0'-9" l'-3" 1'-6' 0' 9" 2' 3"
AVAILABLE: (FABRICATED 8Y GRADE 1 I
4',S•I/2',7' MANUFACTURER) ( TRENCH t _ oust LtrEhO FULL WIDTH
e-1/z'aM10' r� •� r+-6"MIN* 10- 1'-6' 0'-9" 2,-3" 0'-9" 0'-9" 0'-9" 1'-0" 0'-9" 1'.3- 1'-3" 0'-9" 1'-9" 1'-9" 0'-9' 2'-6" OOF PERATION AND EGRESS PLAN VIEW
MACHINE EXCAVATION LIMIT
6 "min *
BREATHER FITTING : Ww. 12" 11-9" l'-0" 2'-6" 0'-9" 0'-9' 0'-9" 1'.3" 1'-0' 1'-6" 1'-6" 1'-0" 2'-0" 2'-0- 1'_O. 3'_0" - -----
2• ier+.
-- NOTE: 1 . In lieu of wood forming
6 1'-3" 1'-0' l'-6" l'-9" 1'-0" 2'-6" 4' 0" 3 MIN
T the fitting may be wrapped with 2' 0"
I VALVE AND °DICK
"-� COPPER DISCHARGE ,,. 9 y PP 14" 1' 0" 3'-0" 1' 0" 1' 0" 1' 0' 2' 6" 1' 0" —
DISCHARGE ! DISCONNECT,NOTE 6 LWE AND FITTINGS , Doluethelene, and the concrete A ' "/ D'
/ (TYPICAL EACH CORE) , p. 16' 2' 3" 1' 0" 3' 6" 1' 0' 1'-0" 1' 0' 1' 6' 1' 0' 2' 0" 2' 0" 1' 0" 3' 0" 2' 9' 1'-0"4'-6"
poured to completely surround `�•.
_ FRP AtcEsswnY the fittin and a ainst undisturbed ►_i' 1 ' 3" 3' 3" 1 ' 3" t
TANK LIFTING •,� 9 9 18" 2' 6" 1' 3" 3' 9" 1' 3" 1'-3' 1' 3' 1' 6" 1' 3' 1'-9" 2' 3" 3' 0" 4' 9'
Fyn' TAW EYES -� ; ` soil. The bearing dimensions ` _ r
against undisturbed soil shall S E C T I N A— A
HORIZONTAL THRUST BLOCK DIMENSIONS
remain identical as shown. -
INLET-4'PVCSOCKET 1M►T (BRASS) TRENCH BOTTOM * denotes Hand Excavation
3, FOR SOLVENT WELDING UNDISTURBED EARTH "D" = 12"min for 10" Smaller Pipe
I+ 2PLACCES 1180 OPPOSED) P
36l2 ' NOTES! TYPICAL SECTION "D" = 18"min for 12" to is"Pie \ ••-. "
SEE W-3 for A, B, C, DIMENSIONS
L ALL 06WNVONS ARE IN MCHES EXCEPT AS NOTED.
2. DO NOT SCALE, DRAWING.
). DISCHARGE LINE TO BE OF -LOW FROST LINE
39 23% GRINDER PUMP CORE UNITS 4. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO "A" "A" 6" MIN* *6„ SECTION 8 -- B
L CHANGE WITHOUT NOTCE. GRADE
S ALL FRP'PARTS TO BE AN A00 GREEN- min —
A CORE BOLTS CAN BE REIAOVM AND VALVE-OUICK
DISCONNECT CAN BE OPERATED FROM GRADE �' e ' e • =4 - — - -- - ------ --
WATERTIG{NT BAFFLE USING HEX WRENCH (FURNISHED). —•it - ' ' OI• -:�
trench /', �. i 1
TFRP-FIBERGLASS REINFORCED POLYESTER . y' "D" ire a W17'xo1� i' WIRE i_. f � SILT FENCE CULVERT INLET
THE STAKF. Z EXCAVA"rF. 4 .. 4 TRENC'fi
PROTECTION
21 �, I 1
_ 1 _ UPSLOPE: ?.LOB: ; THE LINE OF
- environment ( one - - 6. MAX Fs°RM`l
40 Model 214 Series 4 COAIpA"°" i Y
1 '4"
W/ ./VR K p' M�NECT DISCHARGE 8-20218 246 REV A / ^ -- ;� —_% / - - ------- ----E --.-r- .............
-- -
LATERAL 8-tt5 bars equally ✓� F� 1 TOE of Flu y--- CULV"T
spaced as shown UNDISTURBED EARTH�1-
PLAN SECTION
4" MIN. 0 C REDUCER FLOW
12'-0- 1-3/8"0BRACING
AT CORNERS 3 STRANDS 812 GAGE
s.oATEs -7 2-1/2• GALV.WIRE W/ •14GAGE, HORIZONTAL THRUST BLOCK DETAIL ,
4 POINT BARBS STAPLE FILTER MATERIAL 4 BACKFIL. AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL-- -
9 GAGE IT INTO THE TRENCH J
6'-0- 2" MESH Carefully Compacted Select
! TOE or FEL
Backfill
NOTE :FENCE POST TO _ O.D.
i SILT FOre�
BE PLACED W THE 3' HOT DIP OVEN I 8" 'olcswrc 1s a teeewAr r now
CONCRETE DECK SLAB 1 -3/8" GAGE 2` WOVEN WIRE 8 �. -"
GATE EVENLY MESH W/ TWISTED _� •'''. n• Is OWAllo EAMN�T
i
6" FROM OUTER EDGE t 0' MM. � / "
Jill d BARBED EDGES 24" /� _ ,II,; �
T3'-0'
SPACED TOP &BOTTOM . • ., , .. -
1 I I CONCRETE
I vt--12 2"0HOT DIP O.D. J, -� 4. / I - FLOW STONE # #
(Hw+w ii //I I _, OPT'IONAL NE COMBINATION
END VIEW G.SP. LINE POST
POST FENCE CORNER
SHEET FLOW INSTALLAT!:
!PERSPECTIVE VIEW' 10
i.i'
6"
STANDARD CHAIN LINK FENCE STONE AGGRAGATE Fool►
C LASS B -
� � 1v
Treated 2' x 4' post w/
TRENCHI & BEDDING DETAIL
top 6' painted green
�'�i1=-71'I'i� II!!t�Il lli Ali '1" —CLASS t RPFAP
•' VDOT /3,. /157 OR /S COARSE AGGREGATE
-- POINTS A SHOULD BE HIGHER THAN F TO REPLACE SILT FENCE w ' MORsE$H0[ iwEN
VARIABLE LENGTH METER BOX HARDWARE
DRAINAGEWAY INSTALLAT!r "'c" vcaocrtr OF now is ETtPCL-rED
SERVICE
STA.NDLRD F.C.S. A- SKID PAD METER BOX, FRONT ELEVATION)
�•'�to'� Iz' - eL. A cowc. (� PIPING METER SIZE YOKE • * 1 METER BOX COVER '
DIA.-IN DIA -N - --- _ - - - --- --___ - _- - --
FINISHED GRADE FORD NON -TRAFFIC FORD C32
3/4" 15 GPM Y502 1 8 i n' TRAFFIC FORD C32H
UD MLLST gE MARK�.D ' e
SEWERr • _ ____ • ' 1 ) 5 GPM FORD FORD NO. 30 MONITOR *2
C.►. QOADWA` Box CAST (Ro►J Y504 241n. COVER W/ RML-12 TOP LID CG 7 —
ROADWAY dOX --
LOCATE LEVEL itt PLUMB BY TYLER P1Pi 1 " 25 GPM FORD FORD NO. 30 MONITOR *2
(TIN NO. 143-R„ Y504 241n. COVER W/ RML-12 TOP LID DETAIL 1 DETAIL 2 DETAIL 3 r B -I
OVER 2�OPERAT►t1G NUT ADJUST►.SLE - 3G-4a" _ - B -
T► REA.DED SHAFT FORD FORD NO. 30 MONITOR *2 �• -- ---, . _"� r8 ___ _
I ~ N ADJUSTMETIT oNLY 1 40 GPM 24 i n. } TT
LID MARKED -SEWER Y504 COVER W/ RML-12 TOP LIDI>--�-.T-
2" Corp. 2' Ball Valve W/ 2' *1 IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC \\ A - I -- A ` A
- J
StopSquare Operating Nut ---- - 1 4 ( O I A ' A
9 Pe 9 IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS ,, .• __-I__ � D-- ___ ; D ; so �, f ;
SDR 21 *2 IN TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED
SDR-21 I OPENI NG AND TAR COATED BOTH S'1DES IS TO BE PLACED BETWEEN i o
-"
LID& REINFORCED CONCRETE BOX.
TREATED 2" X 4- WITH TOP _
B
�( 6" PAINTED BLUE
cL.. _tom --_------ — -
METER COVER f•-_L.__�_ _-�_-__ O B
ZMIP/
SET 2" ABOVE T
P_
Fort Gasketed. FN. GRADE PRIOR 18" 2'� S'
Main Coupling Adapters VARIES AS REQUIRED (TO
r H-+�4=. " -1H--- SODDING I I 'L R H
Saddle ,
• \ :.. 1 DEPTH
FIP/ Gasketed ` / ~T 1 - -
�� 1 sv L, (, e 1 ) Depth 0
Solvent / tie _
Coupling Adapter 18"-21 " •r J Fabric 1Q - - e t -
Weld C METER BY OTHERS ti / " A Geotext
LATERAL VIEW Cap 3•" STONE BEDDING •f METER BOX j I R 9'
.e. •A'.� .�, A. GeotextT 9" G otex ile -
{ s 30" DEEP = • �. : f; •. •• e. SECTION A -A Fabric r Fabric SECTION A -A 9" DEPTH
CORPORATIONSTOP SURROIJNDINGBOX 1 t A A .i: A A: its ► - -- - •Drepresents
SECTION A A
0 � � n,' �, I
H =Diameter for round pipespan �iseafaupipe arch lvert installations
diDos height.
ANGLE CHECK VALVE ! ' - ---
j 36" MIN. •f a :! . e
{ WITH DRAIN VALVE n '' NOTES
A ; ! ' 4 • The bottom Of the Curb and For mu8iple lute ,mtallalwns Dimension D is to govern the protection outside the channel
a 13' MIN { ' / \ �j .\� ulcer may be constructed width wl
SKID PAD 4S LE YOKE CRIMPED j/ \� // \ // ✓� / g y On any Secondary Roods installation requiring erosion control stone where no
w • . •• VALVE : / \ parallel 10 the slope 01 SUB- endwalt m endsection is specified on plons,construction is to be m accordance with
20 a go A l C.L. A C01iC • _ _- _ - -- _ __-- _ _-- _-
MISTALL FLUSK WITH 6' MIN. surface courses provided o
- � - - }" % 2 -Q „ �-► -Min 3D- Detail 2 morn above
r•r•r• r.r•r.r•r•r•r.r.r r•r• minimum depth of 7 is - _p--- -W•_
D-.
I
_ FINISHED I OPERATIMG "UT tt{{{{{{{i{S{{{{{:t maintained, r
ftSLRF-A�E ti •r• '•.r•rvr •r.r•r.r•r•r•r•r•r•r•r•r
oil 2 1dALL VALVi ^WATER MAIN TYPE "K" COPPER TUBING CONTINUOUS This area may be concrete D'Oe
O O WITHOUT JOINTS FROM MAIN TO METER at the Option of the cant roetor OO cxotextile Fabric b ce xislolled uncle all erosion control stone n occaddrta
o�Q 6" STONE BEDDING t- - t7
with the specifications
This curb shall be used when design When combination mountable curb and goiter is rJ
speed is greater than 40 MPH on used, the Slondord Entrance Gutters or Slandcvd Note! Comb curb 8 gulter having o radius n -
- NOTE: EXACT LOCATION OF METER BOX ASSEMBLY of 300'or less (obn tote of curb) shall �(r Y MIN. DEPTH
Rural highways and 45�MPH in Connection for Street Intersections ore to hove 9 Q Dry Rip Rap
TO BE APPROVED PRIOR TO INSTALLATION. developed Urban and Suburban the mountable curb configuration incorporated, be paid for as radial cornbinohon curb a Geotexhlile Rip Rap
gutler, Fabric Class 1 2'
LID ptARKED,SEWER SECTION B-B
Class II 3'
ie1STALl FL '5t 1r11TH BRICK t3R1Ck areas. When this standard is to be tied into existing This item may be precast or cost In place. -
FlwlsnED SuaF^cE — METER SETTING PARTS g
barrier curb, the fronsitton is to made within
a v LINE ANGLE ANGLE CHECK EXPANSK)N 10'or the change in standards mode of regular STONE AGG— 4 O A o * e 4 SIZE YOKE YOKE VALVE VALVE WHEEL openings g g Concrete 10 if Class A3 it cast m place,
PSI- 4000 II precast �
# use Typical Section shown on plans or normal side slope, bottom width, and depth
3/4" Y502 AV9 - 2 HHA94-323D EC-23 � of ctionrtet, ditch or natural ground
z" FORCED SEWER LATERAL APE HHA91-344
SURFACE V � EbJ 1 " Y504 AV94-444W WITH C84-44 EC-4
'DITCH Y,-SECT. VIEW
FORCE MAIN LATERAL DETAIL 3/4' & 1' WATER CONNECTION DETAIL COMBINATION 411CURB &, GUTTER STONE FOR EROSION CONTROL
S-5
REVISIONS job number: 4126 C ptlrrk AEROCENTER BUSINESS PARK scale
r10 12-6-94 Revised Force Maln Lateral Detail and Added CG-7 Detall D.C.A. R.A.M. ate description by p.� O Lf� FEDERAL EXPRESS FACILITY NO SCALE
date: OCTOBER, 1994 f gilbert w. cliffor & associates, inc.
C. E MADDOX, AL 'z sheet
designed by: R.A.M. el CERTIFICATE No. MISCELLANEOUS DETAILS 3
ell Engineers -Land Planners
drawn by: D.C.A. iZ�` l�y7091 Surveyors Of
approved by: C.E.M. C pA0fES5tollA 150-C 01de Greenwich Drive 20 South Cameron Street 2
Fredericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139 FREDERICK COUNTY, VIRGINIA
n
i
GENERAL CONSTRUCTION NOTES
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 a// other improvements shown or implied as necessary for the
completed facilify ready for use. Unless otherwise noted, specifications for al/ work to be /n accordance with
opplicable Standards and Construction Specifications of The Virginia Department of Transportation, 'Virginia
Deportment of Health, Frederick County Sanitotion Authority and the contract documents. ✓ 'C '' " , ^ s
2. The engineer has attempted to locate existing subsurfoce utilities; however, such may exist that ore not shown. �, �.
`_ 9
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 at/ utility companies 72 hours prior to construction. Call "AArss r ' �t a'
Utility- 1-800-257-7777 Vr
J The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be ven'fied in the field by each contractor prior to begh7ning the work. The tngineer 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. „ y
5 Contractor to obtain, at his expense, all permits required of this work and shall foithfully adhere to the permit ti+• " .. _ �J
conditions imposed. P,g
,
ject area. Any work performed offsite is the Contractor's
6. All grading for improvements to be confined to the pro
responsibility
7. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia �r -•� f SITE
Erosion Control Guidelines and local ordinances and to be utilized during the construction period. " ` �-
8. All erosion control structures shown or as required during construction shot/ be coni0uously maintoined •3�;' ® �?�/� \
throughout the period in which areas are denuded. Areas shown to be surfaced are to r, we stone base installed '
of the earliest ossib/e date otter estob/(ishinq grade. No area is to remain denuded for more than 7 calendar days \ i j"•
P
when construction is not in progress,
9. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected CCU7.
• s Y>r r \
area.
10, 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 ?, `;•'. C} l L>�f `.r� �r „! �,
good lows quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve fawn conditions.
9 t y g • � � '
17, Burning of land clearing debris requires a permit from the Fire Marshal/. Burning of construction debris an site
is prohr'bited.," `• f i `1 ?«''r �. F F . ", 4'. \
12 Water and sewer Dines ore to be constructed in accordance with these plans and specificotions and shall }� ��
° -'
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shot! coordinate :',`'� A ;, '
with this agency and arrange for inspection by the County as necessary.
13. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Autlaonty moo• tip' • ' fw ?� - *
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort
14. Temporary termination of sewer line shall be plugged with a woterti ht plug. The end of the laterals shall be r -" r ,' s r �� '
P y P g9 9 P g ,�-. �y
marked with, a Treated 2x4 post extending from the 1u to eighteen (1$) inches above the ground. The top six. (6� s'� -.. o�ck�se1►�c�Q'�`i, _
a p 9 plug 9 `. 1 ; ,. * rrpdv;
inches of the post shall be pointed green,, Sewer lateral elevations to be compatible with gravity service to
proposed buildin as shown on the Architectural drowing. l r r� X \ ��
15, The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require.' °
7
1 he fr me and cover be ro erl aligned with its meter box and yoke bar, 2 the frame and cover be set to final
t a p P J' 9 y � • e �+ `f '' � a�c
grade of the lot, 3) the distonce between top of the cover and yoke bar between 16 and 21 inches, 4) al! `�`,.: 'ri.'; • •• �' , ,,
f the meter box cssemb/ to be in proper workin order. It is the contractor?s responsibility to hove yi
components a y P P 9 P y
the meter box installed correctly. • tl - r
1,6. Design features relating to construction or to regulation, control and sofety of traffic may be subject to change
°o` p
as deemed necessary by V.D.O.T. '
f7 subsurface material shall be compacted to 95,�' of theoretical maximum densit as determined su: •• .' �►„ . c `� �` �. '! � ` � ' � � �b
17. All fill, base and u p y
by AASHO T 99 method A, within plus or minus 29 of optimum moisture. Independent compaction tests may be i ° ' f Z'7' Qs :•_� t?rF"' ; ��, ;ham s \ la�
required for verification by V.D.O. T.. „fix y, , ' ~.y '•�;'' \ d ,i ��
18. Access for emer enc vehicles must be maintained at all times durin construction. Tem ono street si ns
9 J 9 P ry 9 ✓ ._. 1 �� , t� r r �,,
must be posted as construction begins.. Contractor must ensure that p parked vehicles do net im ede access to fire J � w` �•.,� r�J"" � . y. • ' �, r �r�� �✓ �
hydrants. Fire Hydrants are not to be obstructed of any time.
19. V.D.O.T approval expires three years after approval date. i snenaVpo�n,��C
y Memorial g k tr
20. The Frederick County Sanitation Authority shall install a// water and sewer services that connect to existing h'nes. "� f3' 1
The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer.
_Y . 5 /
27. The Frederick County Sanitation Authority shall tap all existing woterlines They wiz/ furnish the materials for and r y
make the tap. The contractor must make application for and pay the cost of this work.
Vicinity MapRE (ZE lymm)-I&Lu Mae G V
e& LO xMilax
RADIUS=964. A?
69
SHEET INDEX,���: S°pnr 5°�.����� �
SITE RAP AA e R r V _ �.
Mam
a 7 COVER SHEET VOUKU—�—Wv 1Y9M(Z)1Eff9&----�
x
2 SITE DEVELOPMENT PLAN
J U15CELLANEO(JS DETAILS
` w APRRO YW�
o
+ O "Rbert W
�y N
R f an & Assoch"Batke"s, Hnco
ZONING A TRA TOR
Oft E'R/ EyMOPER _
: �-rsvrlaid A. Mislawsky, JrZ
CERT FICATE NO.
0 067
NORTH FREDERICK RLAL 7Y
77 SOUTH C.4MERON STREET
0 WINCHESTER, VIRGINIA 2260i E]tll�inee�°� Land Planners Su�°v�y��°� RoFE SIONAL o �00
ENGINEER—
`'' 150-C 01de Greenwich Dr, 200 North Cameron St. ,
haxSro---i
Fredericksburg, Virgginia �2401 Winchester, Virginia 22601 NO obar
Q (703) 898-21 '15 (703) 667 -2139
1211JI94 Revl ed per FC-1;4 rornnw rats Rr'iM
®��_ ____�_._ins.�__,.-_._�-,._.�:�__._�..,a_�=..�.�.,�.a=_._�•..-.�-_� �...-_�-�-.-�-•.° •-.�,Er
4' SIOEIKILK
i GRASS J PARK/NC AC
PROPOSED 2'
BUILDING . _.
\ sf-
\ °
\ , 696
\ f 69 - \ °
VARIES
i
\66
\
Z
G�
m
- - - p o
. Z
PROPOSEV
FARCE CE MAIN MAIN TO EX
6 FOR
A
r SM-2AJ4- LATERAL / L CLEMOU7S REOU/REC
8` 21A AT SO' /NTFRVALS
SG4LE 1" JO' HOR/I
------- -----------
LEGEND
I
EX/STING TREE
PROPOSED LEYLAND CYPRESS
UTILITY" POLE
EXISTING STORM DRAINAGE & STRUCTURE _ = _ —
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAIN ----4 w
EXISTING WATER MAIN
EXISTING FORCE MAIN AND .MANHOLE v
PROPOSED SAN. SEWER AND MANHOLE —►FM �+�--�FM i—
EXISTING GRADE u,
PROPOSED GRADE
PROPOSED TEMPORARY GRADE
CONCRETE SIDEWAL K a '
GRASS AREA
ASPHAL T PA VEMENT
6" 21A WITH PRIME & SEAL SURFACE AREAS
PROPOSED EASEMENT AREA -- - - —
PROPOSED SIL T FENCE SF
ZONING BOUNDARY ZB — - —
STORM INLET PROTECTION
J
6' HIGH CHAIN —LINK FENCE +
PHASE 2
X ROG 55 pP REP
8� FREO gyp. GP�T
10 E JP
J' 05
PHASE 2
1-a" CROSS
\ 1-8"x6' REDUCER
1-F. H. ASSEMBLY
\ 1-8" G. V.
1-6" G.V.
` 2-✓OIN15 e PIPE
t 1-r P4UG
X
703
\ 20' WATERLINE
\ EASEMENT
d to A
Lj1 % PHASE 2
\ \ 2-20' DOUBLE SLIDE- GATE
\
1-6" PLUG � PHASE 2
8" WATERLINE
{ !Y4SE 2
- n
/—DUMPST£R W/ 6 FT HIGH
/ OPAQUE FgWMUG ALL
AROUND AJWD LATCHM GA TE.
708 _ . __ _-------_ -- - --- —------_
i
702
PROPOSED
CG-7
_ \/I
696
y,
DAMN E7.EV
e
690.00
O OI O O O
0+00
�O
Z O�
se 2�T
bo
�d
1 +00 2+00
1�1 �2�i�L� t�PE PR®����
SCALE.'
1 " = 30' HOR/Z.
1" 3' VERT.
PROPOSED BUILDING
QI
2' SA(--21
r 21A
SAW7 W A -A
SCALE- 1- - JO' HOR/l
\- ?" .SM- 2A
j�
3+00
40' M,
5'
61 CH rN LINK
fCE
TZ' SM-2A
6' 21A �� 6' 21A
A - "-_—.— INV.. 697 0
NV 696.5
_ v CMP O O.8jX
! 60' 1
-- LYH7F-- --- -
JA
VARIES m
VAAYa
VO O T. Cc-7
12' 6' 12
\ �h� .....:..:::: i j STONf" CONSTRUCTION _ -
f ..... £N T DANCE
0 _
o35
FT
- �... h�
/ PEDESTAL SIGN
.�
s a
C� i / .1 /(` ILEX PAVEMENT EX PAVEMENT
\ v . .. . i / �' 2' SM-2A 2" SM-2A
PHASE 1 SF07 5W CL i' SF077OW"
;.
8" WATERL/NE (VICTORY LANE WIDENING) (VICTORY LANE- WIDENING)
,` � \ _ _ 'l . err •., ,� _ - �, � �:•� � N�
> PHASE 1 PHASE 1
1-9D' BEND f'.,
...'.: ' j/' I AND FTER SERVICE SITE DEVELOPMENT SUMMARY � ;;� � �,��POSEo
SILT FENCE ' ' .0 r:�,%. , �+ ------ -- -- --- ---- 1/4' / FT 1/4' / F T
JNL£T PROTLCT/AN \ rn� y` APEBY F•C.S.A
.R AND . SEWER EXISTING LOT AREA 9.62 ACRES 1
\ cD 1� . : 1 .: t :• /, / PN.4 SF 1 zoNING M-1 \ DRAINAGE CALCULATIONS
......:
_.. :.:1 ; . • I ► CURRENT USE VACANT -2 AREA TO C 1 = 0.51 ACRE
f{ .... c.:.: f r / _ ``�— Exist Fire .Hydrant DEVELOPED AREA 1. BO ACRES 6' 2 u _
:.::+ / S/T1�Al.�0W)9040 S6C77GM�1/ C _ O. 85
t . ' SETBACKS: T� - 5 MIN.
EXIS711K 6*
GAS L /N :. g ... = HR.
:Y f. rJ FRiDNT 75 0' L 6 8 /N./
SIDE 25 0' = 3 C.F. S.
>: Q�1o)
REAR 25.0' TRIP GENERA T/ON C 1 USE 60' - 15" ASPHAL T
,,, • ,; PHA$'£ 1
V D.O. T EC-1 „>6 ..F r' ,' APPING SLEEVE /TE CODE 030 (TRUCK TERMINAL) COA TED CUP ® 0. 83 T
r. t .........: OFFICE FLOOR AREA 2, 4D0 S4. f7
CLASS A 1 r AND VAL VE TRIP GENERATION RATE = 985511000 S.F./DAY ® 21,600 S.F. INV. IN = 697.0
Y .1..�. I " WAREHOUSE FLOOR AREA 9,500 50. FT.
TRIPS PER DAY = 213 /NV. OUT = 696.5
c ►, J< I ��` WAREHOUSE EMPLOYEE ESTIMATE 4 0p =,3, 5
;Y • . , • _ . i / 1• PARKING SPACES REQUIRED 1,.6 9. 6/OFFICE + 4/EA41PLOYEE Hw/D = 0. 85'1 PROVIDE ES-2 BOTH ENDS
h:4NDiCi4P SPACES REQUIRED ?
J' STANDARD PARKING SPACES PROVIDED 15
! / a f HANDICAP SPACES PROVIDED - - " 1
r TOTAL SPACES PROVIDED 15
112161,94 REVISED AS PtR AGENCY COMMEIVrS IDS RAM
(C�l LOADING SPACES REOU/RED 0 12 1J 94 REVISED AS PER FCSA JDS RAM
+� LOADING SPACES PROVIDED 1 1 IJ 94 REVISED AS PER FREDERICK COUNTY' FLANN/NG /05 AAM
/ OPEN SPACE REOU/RED 2,40 ACRES
j N OPEN SPACE PROVIDED 8.26 ACRES
o F no. date description by ckd.
c P L , DISTURBED AREA 1. 55 ACRES
GRAPHIC SCALE
0 15 30 60 90
i
IN FEET
1 inch = 30 ft.
i
1
' .-,' 1 "(>NE CONSTRUCTION EAT TRA Ili
•, EXISTING
A" �__ ia' MIN - PA VEtENT
A 3•
,.D., 6,. MIN* D
6" min
r riITER f,LOTH E- uiN A \t1�iNTA&E RERN
6" MIN* ti (OPYIONAL)
ELECTRICAL POWER ELECTRICAL. ALARM '• •o /
LEAD -LOFT, LONG LEAD -LOFT. LONG -•; a G SIDE ELEVATION
• EXISTING GROUND
1 T 2 CA E CABLE 14 - 2ICA OF CABLE • • �: ' 7a' MIN.
,; t►
6•MMMUM TO (TYPICAL EACH COREI (TYPICAL EACH CORE) . + , a•
TYPICAL GRADE "A" "A"
LINE � . - � ". - '� � • J -- ------ - —
2 WATERTIGHT FITTINGS FOR '
CORE LIFTING EYES 14-2 W/G AND 12-2 W/G OF CABLE - .�, t ; • �• 1
® 4ASHRACK !a' MIN
' '-�•, I' •,a'•. (OPTIONAL)
(TYPICAL. BOTH CORES) (TYPICAL EACH JUNCTION BOO ,: �
PIPE PLUGS, WYES, & o 900
�
DIA. TEES 1 1 /40 2G 1 /2a 4 + J O o 2' NIN. )�• —01 N ExISTINI
ACCESSWAY COVER i
ELECTRICAL t \ \ \ PA VEMEN'
f JUNCTION A e t FORM BOARD (typ) A B C A B C A B C A B C A B C }
f -BACKFILL (typ) 1 \
NOMINAL BREATHER 6' 1'-0" 0'-9" 1'-3" 0'-6" 0'-6" 0'-6" 0'-9- 0'-9" 0'.9- 1'-0. 0'-9" 1'-3' 1'-3" 0'-9 1'-9"
VapT e1 POSITIVE DRAINAGE lUl N}N
ACCfSSwAY t
LENGTHS Ass% (TYP.) WATERTIGHT JOINTS f CROSS WITH PLUG DEAD END TEE e ;R,w IW, OEVICL
AVAILABLE: (FABRICATED BY GRADE COURSE AGGREGATE
8" 1'-3" 0'-9" 1'-9" 0'-9" 0'-9" 0'-9" 0'-9" 0'-9" 0'-9" 1'-0" 0'-9 1'-3" 1'-6" 0'-9" 2'-3` - �
4', 5.1/2', 7' MAN)FACTURER) TRENCH OF INGRESS D Full WIDTH
B-112'am10' c 6"MIN* MACHINEEXCAVATIONLIMIT 10" 1'•6" 0'-9' 2'_3" 0'-9" 0'-9" 0'-9" 1'-0" 0'-9" 1'-3" 1'-3" 0'-9" 1'-9' 1'-9" 0'-9" 2'-6" OPERATOANO EGRESS PLAN VIEW
I b "min *
BREATHER FITTING i4y,.. 12' 1'-9" 1'.0' 2'-6' 0'-9" 0'-9" 0'-9" 1'-3" 1'-0" 1'-6" 1'-6" 1'-0' 2'-0.2'-0" 1'-0" 3'-0"
12' WN.
NOTE: 1. In lieu of wood forming ------ ------ ---- ---------
the fitting may be wrapped with ,b 2 -0"
o i
w4LVE AND QUICK •---- COPPER DISCFIaRGE � ,,. .,
14" 1'-0" 3'-0' 1'-0" 1'-0" 1'-0" 1'-3" 1'-0" 1'-6" 1'-9" 1'-0" 2'-6" 2'-6" 1'-0" 4'-0" s x1iN.
DISCHARGE DISCONNECT,NOTE 6 - LINE AND FITTINGS '' Dolvethelene, and the concrete
ITYPNCALEACH CORE) , p`. 16' 2'- 3" 1' 0" 3'-6" 1'-0" 1' 0" 1' 0" 1'-6" 1'-0- 2'-0' 2'-0' 1'-0' 3'-0" 2'-9" 1'-0" 4'-6" ,r
poured to completely surround
_ FRP� ACCESSVAY _ l the fitting and against undisturbed 1 �� i' • 1 ' 3 "
_ TANK LIFTING OG B q q • A 18" 2' 6" 1' 3" 3' 9" 1' 3" 1' 3" 1'-3" 1'-6' 1'-3" 1'-9" 2' 3" 1' 3" 3'-3" 3'-0" 4' 9"
' EYES ' soil. The bearing dimensions-
F'� �'°t"` ! : ' against undisturbed soil shall ! ' SECTION A=A
# • o „C„ remain identical as shown.
INLET-4"PVC SOCK£T I Ill (BRASS) TRENCH BOTTOM * denotes Hand Excavation HORIZONTAL THRUST BLOCK DIMENSIONS-
31 FOR SOLVENT WELDING J
OWV PLASTIC PIPE (TYP. UNDISTURBED EARTH "D" = 12"min for 10" Smaller Pipe
J6it� 2PLACES IBO.OPPOSED) "D" = 18"min for 12" to 18" Pipe
.21'
f NOTES.' TYPICAL SECTION SEE W-3 for A, B, C, DIMENSIONS `
I L ALL DIMENSIONS ARE IN INCHES EXCEPT AS NOTED.
2. DO NOT SCALE• DRAWING, APIW
39 231/2 GIiINOER PUMP CORE UNITS 3. DISCHARGE LINE TO BE BELOW FROST LINE• .
ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO 6" MIN* SECTION B - B
CHANGE wITNCN,IT NoTIC[.
"A" "A" *6„ GRADE
S ALL FRP'PARTS TO BE ^*CAOO GREEN. \ _ min
S CORE BOLTS CAN BE REMOVED ANO VALVE -OVICK �' ,-e -
DISCONNECT CAN BE OPERATED FROM GRADE --- ------ ---- — --
wATERTIGHT BAFFLE USING NEX WRENCH (FURNISHED). _
trench ,��, �- s TR ( 1'10:�' o f ' < �r SILT FENCE CUL VER T INLE T
i Q T FRP - FIBERGLASS REINFORCED POLYESTER
',. '• �°� I�3{�"-� ...' WITHOUT WIRE' � ('f-'l'0l: �'';
24 _ • A I / D„=8„ ET THE STAKES 2 EXCAVATE, A 4 X 4 TRENCH
PROTECTION
- UPSLOPE ALONG THE LINE. r,F
54 p< I STAKES EIOMu�I L
environment I one , - - I�e1�IeI 6'MAX
coAlplAhpN 6 / 1'4" r•.--!'a��I /
J( l
40
Model 214 Series 4
W/ QUICK DISCONNECT DISCHARGE B-20219 246 REV A ^ I : • -^✓ / '' -----------------•---- ----
GE-------------
LATERAL �8- 15 bars equally i/�/I% OF FILL
spaced as shown UNDISTURBED EARTH
4'• MIN. O.0 PLAN SECTION
REDUCER FLOW1-3/8-0 BRACING
12-0 AT CORNERS 3STRANDS •12GAGE HORIZONTAL THRUST BLOCK DETAIL
di oATEs 2-f /2' GALV. WIRE T °14 GAGE, STAPLE FILTER MATERIAL. 4 BACKFILL AND COMPACT
� 4 POINT BARBS r�
TO STAKES AND EXTEND THE EXCAVATED SOIL --- -�
9 GAGE IT INTO THE TRENCH . J rot or fu
6'-0' 2" MESH Carefully Compacted Select
NOTE FENCE POST TO Backfill
BE PLACED IN THE 3" 0 HOT DIP GALV. 't9 8" O.D. _ SCT FFIE CE
CONCRETE DECK SLAB 1-3/8" 8„ -
GAGE 2- WOVEN WIRE / -
MESH W/ TWISTED �� �� S TOXAM D 11INUM RT
6" FROM OUTER EDGE 10, MIN. / ' DISTANCE is s• WN"M IF FLOW
3 -0" GATE EVENLY & BARBED EDGES 24 :/� -! Ills �- l!'-LTOP & BOTTOM fLDw
CONCRETE "'''`'' /�% �►
12"0 i —�4 rpoi
2"PJHOT DIP o.D. -� - �z,,. OPTIONAL STONE COMBINATION
END VIEW G.SP. LINE POST
POST FENCE CORNER
SHEET FLOW INSTALLATW`
~ 7 i PERSPECTIVE VIEW': 1.0
t.a
6"
STANDARD CHAIN LINK FENCE STONE AGGRAGATE
N T FLOW
�+ p �! 1-'--------
CLASS B __. R�, N
Treated 2' x 4' post w/
top 6' painted green TRENCH & BEDDING DETAIL
TT /�- I = I IIII '•• VDOT /3. 0337 OR 13 COARSE AGGREGATE i R~
T 4 POINTS A SHOULD BE HIGHER THAN TO IttPLACE SILT FENCE IN ' HoRSCSmof whEN
SERV ICE -VARIABLE LENGTH ( METER BOX HARDWARE
DRAINAGEWAY INSTALLATI(,e '� VELOCITY Of FLOW IS ExPCCTLD
I STANOP.RD F.'c.5-^ SxtO P/s0 16� METER BOX * (FRONT ELEVATION)
�"a2o'a t2' - cC. - cow(. PIPING METER SIZE YOKE 1 METER BOX COVER
DtA.-N DIA -N--------. ---
FINISHED GRADE FORD NON -TRAFFIC FORD C32
e 3/4" 15 GPM Y502 181n. TRAFFIC FORD C32H
uD MUST BE MARKT%' I
~SEWER�� ' ____ • ' 1 " 15 GPM FORD FORD NO. 30 MONITOR *2
C.1. ROADWAY Box CAST IRON Y504 24 tit. COVER W/ RML-12 TOP LID cG-7
ROADWAY BOX --- ---- - - — - -
LC►CATE LE-4EL i PLUMB BY TYLER P%P1i. 1 25 GPM FORD 24 i n FORD NO. 30 MONITOR *2 -
IrTEM too. WS-R Y504 COVER W/ RML-12 TOP LID DETAIL I DETAIL 2 DETAIL 3 EC-1
OVER 2�OPERATNNG NUT AI>>LLSTABLE - 3G-4f3
36 ZNREADEp SHAFT FORD FORD N0. 30 MONITOR *2 - - ----- -- - .--- `- _ - --' a rB_T eT
I Kill ADJUSTMENT ONLY 1 40GPM 24in. -
A D MARKED -SEWER Y504T COVER W/ RML-12 TOP LID • o o
2' Corp.' Ball Valve Wi 2' * A _ -
P 1 IN NONTRAFFICAREAS - 1/2"THICK POLYETHELENE PLASTIC `\ -- -- U _A A --- _) -- _
A — _
SlopSquare Operating Nut - ----- ---- - - - 1 T ,� •,
Iq Pe 9 IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS Ia s .• -- D _ _ _ a 30 D ; r ; A 3
SDR 21 30
*2 IN TRAFFIC AREAS - 3/4" x 30" x 30"STEEL PLATE WITH 22" DIA. CENTERED --- -- +- — :_i_-- qo j _I
_ __ _
SDR-21 I OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN 0
LID & REINFORCED CONCRETE BOX. " "
TREATED 2 X 4 WITH TOP--1
------ ---- ------
IO
o�O B O
�'t" 6"PAINTED BLUE --.- _ c ...----- _---aH----- B
METER COVER
_ �----L---3H--- r B
SET 2" ABOVE - P --
T ---
Forc LIP/ Gasketed FN. GRADE PRIOR 18 2'
Main Coupling Adapters VARIES AS REQUIRED -}- " _�
(TO SODDING I 2„ H — - 3N --- -
Saddle H .h
t oEPrt�
FIP/ Gasketed J'
Solvent •r
d I - I'r .
Coupling Adapter , ° Fabric tie 1 -
_ � i _-�_ Depth
a
EATERA\L VIEW Weld Cap 3" STONE B1 DDNG 18"-21 " w 30" D BOX ) R •' • SEC -
METER BY OTHERS ti Geottextile 9„
{ ti 30" DEEP '_ ' °. ,. .: •. :•. . SECTION A A Fabriic
CORPORATION STOP Ge•Drepr
SURROl1NDING BOX � t \ ° . • •; .A: � A. r- SECTION A -A Fabric epresents span to box culvert installations
SECTION A -A 941
t ;ol d,' - °• H=Diameter for round pipe, rise for Pipe orch and box hat
j 36" MN. .f - = 1 ANGLE CHECK VALVE ! ..
° ° NOTES
WITH DRAM VALVF •A � A
The bottom of the curb and For muitime line installations Dimension D is to govern ma
B" MN • 1 r / A' • protection outside 1M channel
o r / %//� _---gutter may be constructed width PAD 4S LE YOKE } CRIMPED / / \ �`\ pOr011¢I 10 the slope 0( Sub- On any Secondary Roods installation requiring erosion convol stone where no
FIR
20 azo y, 12 F C.L.A.
A CONC • • • VALVE endwotl or endsecnon is tWifted on pione,consiruction is to be m accordance with
e
• ti 6' MIN. „ 2 0 surface courses provided D - -
H WNTN - •• 7 - --Mh 3D------------- �' Detail 2 shown above
.r.r•r• r•r- F. minimum depth of 7' is p -- •-___---- i ?�
FINISHED L OPERATIWG NUT ;itC0:?{{{i{{{{{{L maintained.
o�
ft SURt=ACE ` .r. •r.r.r•r.r.r.r•r"r.r•r• •r.r•r.r•r
o� 14A�L VALVE _ WATER M A N
TYPE 'K" COPPER TUBING CONTINUOUS This area may be concrete OQ#
at the opt ion of the contractor ��� %
oOn�� 6" STONE BEDDING WITHOUT JOINTS FROM MAIN TO METER - i � Geotextile fahric to be installed under ail erosion control stone in accordance
Q with the specifications
LQ This curb shall be used when design When combination mounloble curb and guller is C�JCJ�j
)FOP 0 speed is greater than 40 MPH On used, the Slondord Enlronce Gullets or Standard Note: Comb curb 6 gutter having a radius O �/l( UJ q -- _ .____.__._-
- NOTE: EXACT LOCATION OF METER BOX ASSEMBLY Rural highways and 45 MPH in Connection for Street Inlerseclions ore to hove of 300'or less (along face of curb) shalt (�U Dry Rip Rap MIN. DEPTH
.F_ TO BE APPROVED PRIOR TO INSTALLATION. developed Urban and Suburban the mounluble curb configuration incorporated. be paid for as radial cornbinolron curb a Rip Rap
Geotexide
LID MNKtKED�SEWER ` p
gutter Fabric Class 1 2'
BRltk areas. SECTION B-B Class II 3'
INSTALL FLuSU 41NTN BRICK When this stondord is to be tied into existing This item may be precast or cost in place.
FLNIztAED SU0.>rACE METER SETTING PARTS g
borrier curb, the transition .is to matte within
o LINE ANGLE ANGLE CHECK EXPANSION 10' or the change in standards mode al regular Concrete to b¢ Class A3 it case to plots,
STONE AC7G--4 s 4 YOKE g 9
� o � 0 4 � S E YOKE VALVE VALVE WkfEL openings. PSI - 4000 it precast
VIEW
I e FORCED SEWER LATERAL PIPE 3/4" Y502 AV94-323W HHA94-323D EC-23 # use Typical Section shown on plans or normal side slope, bottom width, anal depth
SURFACE V' E. W I- Y504 AV94-444W HHA91-344 of channel, ditch or naturoi ground
D►TC14 IA-SEC-T. VIEW WITH C84-44 EC-4
FORCE MAIN LATERAL DETAIL 3/4' EI I - WATER CONNECTION DETAIL COMBINATION 411CURB & GUTTER STONE FOR EROSION CONTROL
S-5
REVISIONS job number: 4126 ,�,i,Trl o AEROCENTER BUSINESS PARK scale
no. date description ckd. �`� QQ__ • n FEDERAL EXPRESS FACILITY NO SCALE
1 12-6-94 Revised Force Main Lateral Detall and Added CG-7 Detall D.C.A. R.A.M. date: OCTOBER, 1994 gilbert W . cliffor & associates, inc.
C. E MADDOX. JR. 7 sheet
jl�
designed by: R.A.M. CERTIFICATE No. > MISCELLANEOUS DETAILS 3
w Engineers -Land Planners
drawn by: D.C.A. e Z j('0 let 4 7091 `' Surveyors of
approved by: C.E.M. °'�ortwolli 150-C Olde Greenwich Drive 20 South Cameron Street 2
Fredericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139 FREDERICK COUNTY, VIRGINIA