HomeMy WebLinkAbout030-98 Frederick Plaza - Gainesboro - Backfile (2)z
EXISTING INTERMEDIATE CONTOUR ---•-~•--"^---`u`•--_____
33
APPLE SCALE 1" =
2,000'
0 Co
1.
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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Count construction standards and specifications and/or current VDOT standards and specifications.
y
Transportation Road and Bridge Specifications, and Standards The Virginia Erosion
(VDOT)
P-D • --
N �
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
RTE. 73�
N
� �
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EDGE OF PAVEMENT
EX E P
EXISTING
P-dUTE
37
GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP c_W3
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me. � m - .B� - - S".9iar_ .24. U•l?A -. --- - .. _- _-___.._.. ._-_ ___-. _._ __ _ .•^wrr_ _ -
Use Residential
Drop Wet " % A I 1� ' /
Top z a2A 13' rs {I. i ` ' Z
Inv Va—A, L f
11ftftft' I
.4" W
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Inv 1511, f=;=
A A Board \%
4 % ( f i �'
� Sanikary �vewer Mf-i ' l 1
I LU
4
Top s e31554' j-- 0
OC
vin Cutaloa, TM 53D-3-6
W1,13enham III and James Anderson
D5 Irol, PG 1260
Zoned: B-2 /� ( ~ �ti A.a<ir` - - - _ �i
TM 53-A-42A Use Vacant
Earl S. lley, Jr 1t
De 5116, PG 125
Zoned - RP
Use Residential Yf.ILI
z
45,
(P
TM 53-A-52E
�R(*bszo 12" --11 ✓I-K Benham III and Others
Prop S&II-I 2 D5 113, PG 34
1,211 4�-SIS Zoned : B-2
515.'0
Use Regional Stormwater Management
TM 53-A-43 N l:
� pot mv jt
Mabel Nicholson UJ �2000e�) I
D5 682, PG 1013C3 MI-! �txn Sn'l-
2o, In = V2,1,
Zoned ; RIP I I V,
al 1-1 ---- I I� /
Use Residential V
N L Ser) 14,)<,
OSer--> �X4�
staff Rip -rap
--1 L
2' /8-0
Szr %0
ry
Nlb -Uro Cut
0 4
Pr 2'(=urf, Cut .4 R
Prop S&
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> -t 04
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W C Cc 01-
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F-- LL.
Sanitary Sewer MH
Top - 81515'
Inv In - ao9-50'
in r 809.45'
Inv out
jI Storm Sewer MW
Top m
Inv in - aio-la,9,
Inv out t W1,46'
TM 530-3-3
WK Benham Ill and James Anderson
iJ D15 113, F`G 34
Zoned : B-2
Use : vacant
-Posed One St /T
Ti 53-A-44 story Build,, ale'
51 It
5urall Luttrell P.P I InTinz -1/814.153S'
TA r,3D-3-1 Ili inv it, q 814.15'
D5 as, F`G �K Benham Ill and James Ander ?"tall 0 e-
Zoned : RIP Relocate son 3 1
.4 000'r �a!!t r
DB 12W -r
Fows.�<;,Fe Zoned 5-2 Prop
Use Residential "10
20,
��NT. L
Build[, WA
Use Vacant
Ij
FF 821Tap
P 61
00
ly
Ene Note T boundary
Ln
M
1: information shown
does not constitute a boundary al I
surve�j. 2�,3
2. All ramps shown will be built to
vD0T CG-12 specifications. 2 I 01 f 2
21,
fp
'tall t 3
-2
21
10 5AN
S'R
X
ant arg ewer 1-1�4
Pro = 2 �53,
A op 6
Inv In -
/0 101 146C 10,R nv/ out
2-3
L
1:
222 TM 531)-3-4
11K Benham Ill and James Anderson
ko DB 113, PG 34
(14
Zoned : M-2
N 80,16,11- 24, Use : Vacant
W
TM 153-A-45 77- 1ZS
eurall Luttrell + 10,
D5 861, PG 1-74
Zoned ; RP If 5,fR
Use : Residential 12
Dror 82
Pr I mv,�r (t2l") - $1,25' 4-,
op-$(9c, 1 , ---- Inv 81349'
and z44'
Drop inlet
Top 823A' •opa sed Sign
Inv = Ve6, 15, ,of enslone and type
Ex LP 4ire unAvallabje &A
this tme. Hoidever,
the sign will k+e rcluired
z 25, tl� I meet current zoning.
Existing Llehtpold may have to
be relocated to install the Is Proposed Island
TM 53-A-52E Prop's
Existing Parking Spaces ;-K Benham III and Others &-d Isla,
De 113, PG 34
Zoned : e-2
Uae Shopping Cents
It
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Fire Marshall's Note:
Fire Lane marking and bignage,
All 0 n yellow
painted curb locations will be
Installed by rielcl Inspection at
the direction or the Fire Marshall.
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DATE: 4/16/98
SCALE: 1 " = 20'
DESIGNED BY: GRO
JOB NO. 2016
SHEET 2 OF 4
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CONSTRCrCTION OF A SILT FENCE SILT FENCE CULVERT INLET CURB INLET PROTECTION
STONE CONSTRUCTION ENTRANCE (WITHOUT 07RE SUPPORT)
t. s>-r TRF aTArE9 , FXCAVATR A 4'7 4• -p1��„ PROTECTION IPITH 2-INCH X 4-INCH
IIPS,APF, ALONG THE UNE OF WOODEN HEIR
'p yM r fYISrIW u1A1(F.'! •e�11
Ill- r«rrwc•rt
I A y 1 e'.rAt
i ..: .to.
-- wee..
- a'. . L.• ru.�rx •.vllw' Cur:.; ,, I fro+•*Air rtr• �/L � � / � ts[ ar rLL� � 1 ! s !
tT r tnui r � ./ � I -1` •suer
SIDE ELEVATION
1-1
' \ TOW
nl ' � � : '/• PERSPECTIVE VIEW
r VA7w✓,,, l� 4
• 9. STAPLE MWR MATERIAL. 4 BACKTIIL An COMPACT
niv TO 3TA1069 Afip tCiTENT7 TlilS E(CAVAT$D u01L �a v Poll. '
rt ,n ExrS'rtw tT nM THE TREN(,'N.r ■ ! t� �.
r.vlvbrt
ar reQ
T. 1 - ,o.eawrom eaarsedt r nor a,• w
r ...r letw Aueewx �
� •� i � avw •r■r
�- vital rl I rob+leer r.�,rcc Ir nrK �% r ■ ! a
• Misr a "o o,u UVIV OPTIONAL STONE COMBINATION SIDE ELEVATION la
ar ".n""° rsc- PLAN VIEW / �.
Orfw.t!rv!t5� -
r /
r •t ter / .. solvent
r unr. SHEET• FLOW INSTALLATION
I - ` y'+ fPEPSPECTIVS vD,r) ± eetteee A•IelMTOa on l
nee TIa wrwae s alsT eeene,Iea a as•tseeax /
I n.ti, (at I r I A am a", .lrOa A InItD1, COMPACT N"TAUAIM +
SECTION A=A r S of moacr 000WWW wAwnn Ar
A , Wwam. go cOlCr fMICNrr I'afpq V" Ties
ppqf �• ��s.rrr�sw�If~ 'eltAva awe at vow amps aeseesas
leer .anon v nor • os•d+o
:'• ' .... �I II ��t, aaaw tfasa at, f,Alt an-7
1asQ, hae"� be Mel ads w v. aae PAR. s.M-r
POW" A 9"01" BE MrNER THAN From B.
.c "E.cx co-•sr.r MAN Sera DRAINAGEWAY INSTALLATION ~--'
ADA St'd "Handica�3 Peaking Onl
& 'Van Accessible Sings
6' Cone Curb Exposed
n Agg• JZ
aa, Concrete
.i .;• •. :.•• walk
CG_g Curb
Window
Precast
Wheel Block
H.C. Painted
Symbol
Handicap
Space
SECTION B-B (FRONT ELEVATION) fffee�
8' S' or 8'
LUW d ft- hie.Wk•! of S1Rt hi* WIr nl4r 9011 H. Mr Jed Ntrd Tk Kw, AaTf. 3m-:
M•�•� �i�a• i :■ s::s.......: �1 ::•
111166
4- 0-S 0 0_0 t
• N?'aM'4►1•`I '
ate; ��•, - • , , ,1
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i
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•
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TYPICAL BEG1mM
IEF-wvr nu � in
M stu M a�a r•nae r. slarq near r wrereae.M •e.wr. hear es,asew
I,w,.ewrn.. err eve crow ear r ewny,tltr a,rwAr 'P . t r rrwt. b +r err wrt.r sire
sea heart, wrr eer.wt lr.•,art.e we, TM •A•r`V asrrwnl,rr 4. 1r neat a 1 r hw W sba
atNr.t r/,•■areee No ~-W, . wwwr. Me ricer iterw ar A. e, C •mw•wsta
COMCAM DIMENSIONS FOR HOWMAL THRUST BLOCKS
• a'erenaea�
P% w
de.
Pkgk Wyse A
Tees
„ „« and 22 i?
Bonds
46• and I &
eerAd
-
A
1 B
1 C
A
I B
I C
A
1 B
1 C
r
Ter
I a-r
I I•S
a-r
0'4r
I Or r
I•a•
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I r•r
aA'
11•r
a-r
a•Ir
a-0'
1'4r
a•r
7J'
tr
1•a'
a4r
za"
1.0•
a-r
rot•
nr
a-r
r•r
Ir
,'•r
1.0•
74'
1'.T
1.0'
1•4•
7•r
I%T
7-0•
14'
7.01
11-0-
7-0
I ,r
roe
re•
7a•
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4••Ir
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7-7
1.0•
74r
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1.0'
4•4r
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3..
1'-0•
-
2z
I 7-0•
I"r
4•-0•
20*
7-r
1'4r
4'-T
1'•r
1'6•
7-0•
7a
1 •a•
6•-O'
'M, Ii r.r e.r stores. eel
� 7 P L' Jl `r •r•rYMa b avw h�"1 Wdr.
101117M rs,
t r ot LESS
BOQ.arry
•
No Porte
2
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so•
fdlctl
t,•.272r
e
2
ar
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VOLUME OF THRUST BLOCK M CU. YO.
-
11-114•
22.1R'
46•
90'
r
1.3
r
1.1
2.3
THRUST BLOCKS POR VERTICAL 10'
1 a
3.7
UP BENDS 914ALL BE THE SAME t2•
12
2A
6.6
AS FOR HORIZONTAL BENDS. 1«
0.6
1.7
3.9
7.e
it
0.9
tJ
5.1
1r
IA
3.2
63
-
20'
2.2
4.6
7A
CONCRETE THRUST BLOCKING
n9l ee 2
t
Li
1.5e MfN.PJIGTCD I v '�/f e "
. _VililltiE No, 1 47Tot4E`
- E5,AUIL.-DI1"itt.167 IA.LGHT DETAIL_
Walk
825
815
A
+�E-
Prop Grade
Ex Grade
- -
�Ex 20" CM
e
I
O
01O
OD In
,n
II 0i
O a
C\2 of
Nr
ala�
ga
mma
+
55a
0 50 1 +00 1 +50
Proposed Storm Sewer
Horiz : 1 "=50'
Vert 1"=5'
825
815
t
OD
805
O
+
800
METER BOX RA-k wARE
SERVICE
PIPING
ova
METER SIZE
YOKE I
MLTER
BOX * I
METER BOX COVER
3 1•
/
5 B• Ica 4' 20
/ / ( gpm)
Ford
Y502
1B in,
non-Iroffit Ford C32
traffic ford
•
1
S/Pl x3/4• (20 qpm
Ford
Y504
24 in.
Ford no. 30 monitor
cover W RML-12 to lid #2
i'
3/4• (30 gpm)
Ford
Y504
2♦
Ford no. 30 nwnitor
cover W RML-12 top id *2
1•
1• (SO 9pm)
ord
Y
21 tree
Ford no. 30 monitor
cover W RMl-12 to lid *2
required trend dlfl
ae feqO
uMirad O 1. •
�'.. 6• Ole. uhedule 40 J'
1. In non -traffic areal - 12' thick poysthelene plastic t •,�' t• • deal pipe Hlmd with
In traffic area - reinforced concrete with 3' thick walla treated 2'■ 4• with �•• a and pefnle/ T
2. In traffic area - 3/4' r 3& steel plate with 2T dia. top painted W.0 •, �T•• • yellow 2
centered opening and tar coated both sides is to be
placed between lid and reinforced concrete boa. meter cover O
set 2• ob.•r
hn. grads 1�'
Lprior _
varies as required to sodding :� • 16' d4.
1 erlsr� sserttatll ...
eoryoIstOlp
tlon 1�_21• rrloUr by F.C.S movie
r slots beddin F_y motor bat thefts block
surrounding box 30.1 doop
1 �___� angle check
Srrnln• -- with drain v
frminL Ooll volts U
type K copper
tubing, eonhnuouo %nectkxl of • ftIrV 10 be appfolred prior to In"Istkon
water without joints Irom 2 ff. jl
main main l0 melts Ir stone bedding �I
METER SETTING PARTS
Jim
1"1
motor
or 20
•
angle yaks
ball WNG
angle checkerponaion
lot"
wheel
3/4
e•x3/r
Y502
BA94-223w
HHCA94-323M0 G
EC-23
t'
3/4•
Y504
BA94-344w
HHCA94-323M-C
EN3
1'
1•
Y504
SA94-444efleiC/o94-M4TD-C
EC-4
transition to meter
Nttmq ale required
curb dt gutter
street
3'
1 M
o
0
1 •
0
to bock of
°
INSTALLATION NOTES:
sidewalk
1. Exact location of motor lox assembly
-
- - - - -
to be opp(owd prior to installation.-
2. Water service crossing street shall be
.,,
I• type
encased in ?' dla. SCM40 PVC or
Alla
o
K copper
f>tiM
SDR21 piping. The piping shall run from 3/r type K
w
ono foot beyond sidewalk, across the
copper for
street, to one fool beyond sidewalk.
single meter
1•a3/4• •y
Installation
DUAL. METER INSTALLATION
• .
5/8", 3/4" ac
1" METER
INSTALLATION
'•'
•�
Figure 5
AMENDMENT NO. 2 - APRIL 1997
col to a pad 1'-6' Ii% x 6" deep-�
screw tYp• -
ad)tlsUbM velva
bat
locator peg
36' ri
vow megakag
to mein
m•akc
S" to 4•
8"x 8'x 16" solid block
(far valve. 12' and brpor)
GATE VALVE
It
825
Prop Gra
Ex Grade
3' Clear minimum
Pro 6" PVC
e
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+�
+�
0 50 1 +00 1 +50
Proposed Waterline
Horiz : 1 "=50'
Vert 1 "=5'
e
WO]
815
:11
n roauMed - Como sped 1'4r eq. x fr deep
r fnechankal joMM
swivel tee with
exlstlr,p NM�
FIRE HYDRANT ASSEMBLY --
FWm f
2'
O
;• .:::.All.4" CONCRETE
•..:,::•'.:'' 3000 psi W/ FIBER
4" 21-B BASE
STONE
SIDEWALK SECTION
2" SM-2A
6" 21-B BASE
STONE
PARKING AREA
PAVEMENT SECTION
.'
,
8" CONCRETE
3000 psi
'`�•:: WITH MESH
4" 21- B BASE
STONE
DUMPSTER PAD SECTION
1.5" SM-2A
3" BM-2
8" 21-B BASE
STONE
W
W
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(BASED ON CBR-6) ENTRANCE PAVEMENT SECTION
n
9"39* M 801111139got ty � (BASED ON CBR-6) � tL.o I.-
I. -
by gosketed SDR 21 ONMO ed I Q)0
bell4S• bend bell adapter boom Deal 2' ' C 4)
fAIAAIAA - 'IC
I 1 minkl." \
i�•� scw .o
I s0►vefx
SOA S� Bit 4' SDR 2/ paslteted I word cap
gaeketed bell w'ye pb• and 6+1k,ps
ply
lineR7
MANHOLE ON EXISTING
Fiqun 14
1. set barrel section over exlslinq lint,
2. pour manhole base and IrnroA
9. remove top section o1 existing sewer
�1 J` Ilse to form open channel
0 50 1 +00 1 +50 2+00
Proposed Sewer Manhole
Horiz : 1 "=50'
Vert 1 "=5'
I
1 9b• iTllfl.
I cover
( - treated r it 4• w"
lop 6• pelnted preen
4• plea st 2.M%
ridrtlrrttlm Orsda
GRAVITY SEWER SERVICE LATERAL
Figure 1S
repak
coupling
barrel section
6• stone bedding
825
815
:1-
:11
b >
C L
LLJ I
a
U
z;r_5% �
Install 12" of Match grade) 0
21-B behind curb a)
CG-8
n. See Entrance / 12' Existing
on Q Q
Pavement Section Taper Lane p
Above
o In VDOT Field Inspector a y 00
o+ � will approve CG-11 W � .b U 4-1 1
entrance before construction 0 r. 0
Half Typical Section
of Entrance
Not to Scale
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00
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top of manhole at grade In Pavement areas unless otherwise dl-ocMp
,'.e• oP shell be set 1 r min. above grade In eassmers we is
W
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0)
\
00
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03
\
aquae stud pad r thick-
C••3
00
to
ooranaor ow to grmanhole
Q
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\
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\
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C:)
s•H
oov.r In plea
4 bola (3f4• da.)
--
edjua morel rings (t l' mea.)
rmu.
J.
'ter
(� V�
zzaaa
oo04
nuote ASTMC-160 ►.' .� 17 a 16' IfYp.)
4000 psi
���[[L...
pioneer 301 mastic applied
between ports and on
O w
Y O
exterior slue of pints
�O
Q
Joints en to be eee1.0
C,
wnh •0• dreg go"
veneble
4_ - -
1D. _pop, to manhole
Oonnettan 10 be
by Ilenble News
kwen channel to ProvWe• : 3'-0' den
arrlOalh transition In Ill CO. 4'-0' mats.
to V oonrwctWns ?•r max _-----
+,� ,00 of bendrwaM
grout bosom d manhole _ 1 Bartle Nw. r
to form charnel lop of pipe
e
r bedding OWN,-?�rFj�ififi'�i<i�i�ii�ri«� : Cl
NOTES: 1. Manhole sections shall have an extemal oaaeng of approved bit6"astic water prattling Pia b lnmaMo
2. a adjustment elevation exceeds two vtchtwe use concrete adµlslmenl Ange wrth a exf•rtm ooa % Of
Iitumeafc water ptoohrtp
3. Final glop• adparmer's of manhole hams may be by shdme and PAW-shriMt grow.
4. Skid pad to be paced around manholes bcsled in shoulders of roads
6. Fla by coaling shall be used on shaAow manhole (6 It. or leas) Inetalleliore.
STANDARD MANHOLE
Fig%" 12
` --'
--
Ex -Grade
Contractor
the clearanj
Prop 8"I
SDR-35
PVC
;
Contact the
inspection
207' ®
.75%
I
backfilling.
coy•fit
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co
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cb
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+
H 5 5
.+.
.+.
.+.
+
H 5
-----
:o verily
;e in field.
FCSA for
rior to
0 50 1 +00 1 +50 2+00 2+50
Proposed Sewerline
Horiz : 1 "=50'
Vert 1 "=5'
DATE: 4/16/98
SCALE: n/a
DESIGNED BY: GRO
JOB NO. 2016
SHEET 3 OF 4
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Open Space
B-2
15% required
Development has provided for
open space requirements already.
Landscaping
Interior
1 shade tree per 10 spaces
35/10-4 shade trees required
5% of parking area to be
landscaped:
14,450 (p0.05) = 722.5 sf required
3023 sf provided
Exterior
1 shade tree per 40' perimeter
765'/40'=20 shade trees required
Total — 24 shade trees required
2.5"Caliper or 5' Tall at time of planting
18 — White Dogwood
O 6 — Aristocrat Pear
24 — trees provided
Hedge
1 shrub per 3.5' O.0 between the
parking space and neighbor required
190'/3.5=55 shrubs required
55 — Boxwoods Proposed
(Common or Littleleaf )
10
additional
White Dogwoods
are required
by
the
planning
department for
the proposed
islands.
-4"'j6t.4TL. TUBING ALL 6o2NE1L5
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WITH rLATES DBHIND WELD rolHT9 I11<G" CAPUGH SAWN
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Engineer's Note:
A land disturbance permit we be required
prior to any construction activity.
Erosion and Sediment
Control Legend
0 Silt Fence
(co Construction Entrance
lP Inlet Protection
® Outet Protection
This sheet is to be used for Erosion and Sediment
Control and Landscaping Only
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DATE: 4/16/98
SCALE: 1 " = 20'
DESIGNED BY: GRO
JOB NO. 2016
SHEET 4 OF 4
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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
M
1. Methods and materials used in the construction of the improvements herein shall conform to the current
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
Control Handbook.
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
(VDOT) Frederick County prior to construction in existing State right-of-way.
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Control Devices (MUTCD).
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
on the plans and as required at the field inspection.
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
condition at all times.
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
sheets, and connections to existing lines.
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
result of his construction project within or contiguous to the existing right-of-way.
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
engineer must be notified immediately.
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
professional engineer and results submitted to Frederick County prior to pavement construction. If a
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
or 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
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
V1. 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.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
Safety & Health Administration and VOSH Rules & Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to regulation, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
V5. 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.
V6. 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.
V7. 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.
V8. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway 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.
V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during
and at the end of construction.
V10. 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.
V11. Any unusual subsurface conditions encountered during the course of construction shall be
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
vicinity until an adequate design can be determined by the engineer and approved by VDOT
V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
prior to placement of fill.
V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
performed by a qualified independent agency shall be conducted as required in the VDOT
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
final VDOT approval.
V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector.
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility.
V16. 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.
V17. 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 an
account receivable basis.
TRIP GENERATION DATA
Water/Sewer:
Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA. 22604
USE (SOURCE : ITE TRIP GENERATION 6th EDITION)
(540) 868-1061
Phone:
Bell -Atlantic
P.O. Box 17398
Baltimore, MID 21297
(301) 954-6282
PROPOSED 820 SHOPPING 42.92 TRIPS PER 1,000 sf 42.92 1000 X 6000 =
MISS UTILITY 1-800-257-7777
Power:
Allegheny Power
P.O. Box 1458
Hagerstown, MD 21741
1-800-654-3317
Gas:
Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
FCSA CONSTRUCTION NOTES
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
AUTHORITY'S INSPECTOR.
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
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
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
5. THE 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. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
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.
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
257.5
EXISTING INTERMEDIATE CONTOUR --
____33
EXISTING INDEX CONTOUR 330
PROPOSED CONTOUR 40
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT PROP E/P
EX C&G
EXISTING CURB AND GUTTER _. .. ..
PROP C&G
PROPOSED CURB AND GUTTER
CG-6 CG-6R
TRANSITION FROM CG-6 TO CG-6R Y
EXISTING TELEPHONE LINE
PROPOSED TELEPHONE LINE T. T.
EXISTING STORM SEWER - EX. 15" RCP
PROP. 15" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER - - - - -
EXISTING ELECTRIC SERVICE --� --
PROPOSED ELECTRIC SERVICE P P
EXISTING GAS LINE
PROPOSED GAS LINE
PROPERTY LINE
FLOW LINE
FENCELINE
EXISTING POWER POLE
EXISTING TELEPHONE POLE
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE -
PROPOSED WATER METER
EXISTING REDUCER -
PROPOSED REDUCER
STOP SIGN
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTiCONAL
STANDARD RAMP CONSTRUCTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
TEST PIT LOCATION
HANDICAP PARKING
VEHICLES PER DAY COUNT
PROPOSED BUILDING ENTRANCE
EXISTING STREET LIGHT
PROPOSED STREET NAME SIGN
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE INDENTIFIER
STORM DRAIN STRUCTURE IDENTIFIER
EASEMENT LINE
CENTERLINE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING TREE DRIP LINE
EXISTING TREE
PROPOSED TREE
V VN Iv
Ll MARK D. SMITH 9
No.022837 4
s`SIONAL �yCs
PROFESSIONAL SEAL & SIGNATURE
THESE PLANS ARE IN CONFORMANCE WITH
FREDERICK COUNTY STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
X X X
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12.0
125
15" OAK h�� 15" PINE
OAK
Project Name:
Magisterial District:
APPLE
SCALE 1"
= 2,000'
PIE -�
PtDGE
P-D -
12TE. 73!5
CUTE
37
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SHEET
INDEX
COVER SWEET SHEET 1
SITE PLAN SHEET 2
PROFILES AND DETAILS SHEET 3
EROSION AND SEDIMENT SHEET 4
CONTROL AND LANDSCAPING
PROJECT INFORMATION
PARCEL IDENTIFICATION NO.
53D-3-5
STREET ADDRESS:
FREDERICK PLAZA
TOTAL
AREA:
Oro683 acres
PROJECT AREA:
0.6683 acres
DISTURBED
AREA:
O ro683 acres
CURRENT
ZONING:
5-2
CURRENT
USE:
VACANT
PROPOSED
ZONING:
5-2
PROPOSED
USE
RETAIL SERVICES
BUILDING 5ET5AC5:
PARKING SETBAG):S:
BUILDING HEIGIAT:
OUTDOOR LIGHTr' 4G:
OUTDOOR STORAGE
PROPOSED SIGNS:
Redid
FRONT:
3E, 735-'
SIDE:
0'
REAR:
0'
Req'd
FRONT:
5'
SIDE:
5'
REAR:
5'
rov'd
15'/69'
16,
15.5'
rov'd
,F.i 9 C ITT PLAN
- "A
ALLOWED : 35' PROPOSED; 14'
PLACED ON BUILDING ( SEE DETAIL SWEET 3
NO OUTDOOR STORAGE iS PROPOSED
See Sheet 2
F.A.R. CALCULATIONS
6,000 sf / 2e,111 of = 0.206
LO MAXIMUM
NVIRONMENTAL FEATURES
EXISTING
FEATURE
ACREAGE
FLOODPLAINS
0
LAKES d PONDS
0
WETLANDS IEIAC
0
SINKHOLES
0
NATURAL S.W.
0
DETENTION AREAS
STEEP SLOPES
0
fe15io
WOODLANDS
0
Frederick
Gainesboro District
COVER SKEET
W", I ru 0'M-02
PARKING CALCULATIONS
Retail Services : I per 200 of
6,000 sF / 200 of = 30 spaces
Required spaces = 30
Provided spaces = 35
Handicap Parking
3 ADA compliant spaces provided,
2 are van accessible
Loading Spaces
I per 40,000 or required
Rear Delivery Access is Provided
Project Number:
2016
Date of Plan: (Month, Day, Year
4/16/98
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Owner:
Address, Including Zip Code & Telephone No.
James Anderson & H.
K. Benham III
PO BOX 368
Winchester, VA 22604
=:n J
(540) 667-1266
Developer:
Address, Including Zip Code & Telephone No.
0
some
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
151 Windy Hill Lane
Greenway Engineering
Winchester, VA 22602
(540) 662-4185
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DATE: 4/16/98
SCALE: n /a
DESIGNED BY: GRO
JOB NO. 2016
SHEET 1 OF 4
Use Residential
Drop Wet fr j r j i �� ti '
Top a 82I.3'J ! ' 7
Inv = 61aa'
j-
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FP TAIA \
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Inv 9-2
Board Fens ! 1 (� �, �� ~ �� ` ' j' J
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IX 00
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0 TM 53D-3-11i I
Il CIA
I-K Benham III and James Anderson
LO
1)5 Ili PG 1250
ui
Zoned ; B-2 Q,-
TM 53-A-42A % Use Vacant 11-
ui C::
.- 0
3:
Earl S. Battey, Jr If
(1) Iz Ln
DB 5W PS -125
Zoned - RP x
<
Use Residential Lij I-- IL_
2
J ' Ol i 1 t 1 f \ �" �- ` '�- ^""r ' �•\✓` t
_,ant.ary Sewer MI41
Z Top Q) 0
Inv In - 8014-501 >
is Inv in = 8013.4a'
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3/4
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Q)
Top biro. Z 0
I?T,- it) - W"10'3'
11.1 0
Inv cut WlAe,' A 0 0
F*ROP6. iso TM 53-A-52E
WK Benham III and Others
Prop Sem" (1) DB -713, FIG 34 W $L4
E-
Top - +/-618 co U) 0
d B _S7 TM 53-A-43 q at Stormwater Management W U r-) 1:� V)
Zone
Mabel Nicholson --,Itiv out- 615.10'
0
fr Use Region
DB 882, PIG 1059 k -00, 1 f >
iti, - / �'at
�.� � Sewer
Zoned RP 0
v F),R
cLoce Q4 114
')POSeD _411
X\
V 0
Use Residential R EN
EIS X, lid 10
!t� l J ' �l \ ` / % ` ���' _ I Soli' Q) Q)
stall Rip -rap 5Q) 0 0 0 > 0
i{ 1 ' ` \ � "' `4 "` o � 1 r J t i ' TM 53[)-3-3 04 Q4 _C4 124 1:4 Q. 1:4
I.-K Benham III and James Anderson 00 00 00
D5 113, PG 34 00
LL Zoned : B-2 W0
Use - Vacant CD
"t Lo CD co Z-
.
urb C
4
2' 4:
_4
To %P, 91135'
Ekwall Luttrell (:)Me _t1r Build v
- / , / Curb Cut R Prop S-dMH
TM 53-A-44' ! F:p q 1 0 1 n 814.15' n Z��
822-B? Ine 5 N - ` if!:� <3, V) 00
TTI 53D-3--T %) J' Inv in iiiiI V4.15`
DB 8% PS li �K Benham III and James Andersonui 3 Retail 0 613.w,
Zoned : RP Relocate coo�os C� C14
D5 161, FIG 1280 0
Use : Residential flower Pole
4c;��Cwl :ecl �!,� C;
Use 20,
ILI n* Stor-9 Bull WATE�R Of
vvacant 82 d =
1er" ESMN7 <
Retail
000 sr 'R
12-5
' R
If
En=s Notes:
1: T boundary information shown 0,
does not constitute a boundary j ' j t Y "^.� e a - '
survey. r 6 t, ,l l k 22 3 ,
Z.
v00T C.5-12 specirications. ;2 0,
All ramps shown will be built to la
8.
)< 21_,
eta 11
3 Prop -2
oy
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Qt_1
1.4 7
st
MH
Prop F. 4 CV Z
2 35 R 10,RIn out- 516,60,
o - ----- 222
200
TM 53D-3-4
44K Benham III and James Anderson
r -113, PG 34
D5
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Zoned : B-2
N �ao-jel
2.41 Use Vacant
TM 53-A-4E7 W13,i
5urall Luttrell
D5 861, PG 114 R
12 A,,
Zoned ; PF
Use : Residential
_4 pposed/'far
//Drop Iniet \Sl\ ..-F. ? - - - ' r
Tap - 822j6l
r ' p
(27) B13151
IC3,
sed rn", out
-nil
Drop Inlet
Top 823,4' oposed Sign
Inv jr_>iil6 and type
a(re unavailable at
x LF this tme. However,
25, th4 sign will 6e rquired
tcl' meet current zoning.
Existing Lightpole may have to
be relocated to install the to d. Proposed
TM 53-A-52E Proposed
Existing Parking Spaces 14K Benham III and Others Ian
D5 113, PG 34
1 ' Zoned . 5-2
Use Shopping Cl
1 14
Fire Marshall's Note:
Fire Lane marking and 6ignage,
All 'No Parking" and yellow
painted curb locations will be
Installed by field Inspection at
the direction of the Fire Marshall,
DATE: 4/16/98
SCALE: 1 " = 20'
DESIGNED BY: GRID
JOB NO. 2016
SHEET 2 OF 4
C-3
J _
CONSTRUCTION OF A SILT FENCE
S70NE CONSTRUCTION ENTRANCE
(WITHOUT 07RE SUPPORT)
1. SET TF1F. ST•AY.ES 2 RRrAVATF A 4•R 4' TRWII
ltpSLOrF ALONG THE IINE 01
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i• �
SIDE ELEVATION
tnt'nrr, crin,.re
/ /
10,
low
r VA•}wY-t, fill
Ins �•
3. STAPLL 71LTCR MATERIAL 4. BACKRiL AND COWPAC7
I" Ntv �•
TO STAKES AM ®RFND THR EXCAVATED SOIL
LrrT"W,
IT ITfI'0 TFIL 77tRN(,'H.
I \
T
rann•[ twA•wcr Is, rl"
-
w7rGATc
,cxonc tlLvtrf L
j---_ / y
• IA ST E+,t,o rut •Aare,
tC't`' PLAN VIEW
Orton V
/
�j
l:or
12' 101
SHEET FLOW 1NSPALLATTON
t
n;Tte u014
SECTION A=A
w✓ I
A��-
II 0
POft4T9 A MOULD BE MGHRR THAN PDT" B.
.a .e►u c l t.r?r "r"•r. SPACE
DRAINAGEWAY INSTALLATION
SILT FENCE CULVERT INLET
PROTECTION
L os er Sell r ■ - /�
vA4 r■rease
• anwa . or lelalr neam•e .xr es,
• ,rx•rIe a answer r tart taw Atwvee[ tie
art,•
Law r.ra
OPTIONAL STONE COMBINATION SIDE ELEVATION a'a`
ral-
t.I tor•
Erin AaeUMlea ` ' M
nee na tt111o0 eI sett eaafet,tea R Amble[ /
u T axe .Sin wwola t sTnxoY, ool.Ac, ataTAteAIOI
Is t1[7R1 Dolmoo Y evartew CA.Aaum AR
.90 00-M llMellr-ll) Wf raaalo ta1,a
'eats am at trier Comm wetalrtla
,i iehAti aliz�ra 'Sea ieoo0e'wwt r ot�"' IW. on" on /a
I•w vamrr v nw • warm
settrlm Um as PLAT
1tl M ells r. Sew lie mob eY w soc PLAT. 7.aa-t
r1 aaaeM
ADA St'd "Iandicap Parking On) "
& "Van Accessible Sings
8" Conc Curb Exposed
� �B• JZL
Ramp
..1 12' ;
17 Co in
y : .: Walk 111i
Club
CC-8 Window 2
ast
Thee] Block B ock
Z.C. Painted
Symbol
Handicap
Space
SECTION B-8 (FRONT ELEVATION) as
-- t,}14•d hna hl11Ilf�Lsf �tsrslht�'r SIl1.c Bsrrfre_Mc9 �nl_4 ohd11 nc* I�.n a r� : I 8 I t7 Or t3
r u
'PII_
On. ds
d; iiwfy��w •. rwr
•.ram
=�0��
-�:•'e Sri ;ewi � �,i �i�i ;i.�. �� ; jI6
a
cm
rn
CTI
CU
Uri
LO
CV
c
7
L
L>✓
a
a
Q
N
fD
n
a
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tL-
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a
aj
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IL
I
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CD
3
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cn
i
TYPICAL HANDICAP SPACE
AND RAMP DETAIL
trench wide
ngtrMed
�•,.. 6' die. aehadlis 40
^" 1. In non -traffic area - 11' thick a' 4•
poyelhelene plastic � steel pipe filled with
• In traffic area - reinforced concrete with 3• thick walls trwl•d f it 4• with concrete afW rib/
B. t ttuowrlwewesrtiwrlenw}rwwsewtn ewrrelreseswrn 2. In lraflie area 3 4 x 3d and to
rlw,.ts,r ore w•Ma ape , .., yolb*
�w.w•+••"sM•aw..erm..tleMrr,wlee - / plate with 22• dill. D painted w �...
concrete W- We wws.wa.e.d.te.e..tpw...iwr centered opening and tar tooted both sides is to be , •. ,
saw I,nd,yywso0-1no'",as si-, m•.,r•...a,rrvx•pn. placed between lid and reinforced concrete box. '
••e often rl•w w A. a. C wrnwlear s me cover
CONCRETE CRADLE set 2' otww 7 . /r'�
grode "no" CONCRETE -- --- CDNCRE7t±DIMENSION61'OIIIIORQOIiTALTFIRUSTSLOCIC>3 l_ varies os required �to sodding 1g,�•' 1B'dla.
we
Ir
• A : 1 :: s • . : A AI
lO aMMa frenbe
ch
oompttattd 21 •A
Ir
v n n T• pAVEMENR REPLACEMENT
TRENCH & BEDDING
pipe
Dia.
I pktge, Wye• A
Tees,
11 114• and n Ilr
Bo}ds
46• and 00'
Bonds,
-
A
B
I c
A
B
1 c
A
B
C
r
11-T
a-r
ra
a tr
a4r
I a-r
I'-T
ty-
r r
r
11-7
a-r
11-V
9-9'
741•
1 ly-r
1••r
aw
7S
10'
1'4r
0'-r
71
I;-T
a-r
1•J•
1••9"
a•r
7d'
12'
1•a•
11-T
7•e'
1'J'
1•0'
1'4r
14•
7-0'
1'4Wr
r-0'
I"r
leas
7•r
1'-0'
1'-0'
te'
7J
1' o•
r r
1•e'
V-4r
I 7-r
7-r
I 1'-T
4'4r
1e•
7•r
r-3-
r•r
i•-0'
1•J•
r-0'
r-0'
1•.T
4••a'
20'
7-0'
1'-0'
4'-0'
1'•r
1'd'
7-0'
r-,
- -
6'•0"
- r A.e•u• - --- - - - -- � t7allpele
• encasenlenl
corporation moMe
J• stone Deddin 1ff -21' meter by F.C.S
surrounding box i:3. meter lass tlxlfM block
i 1 P
• -- ong check
v Q
ball valve with drain v
j t!• min. n to yak ILJI
'A
mom
„ 6' atone bedding
METER SETTING PARTS
transition to meter
ser. Ater am •••'wale
line meter angle yoke angle check
bits size yek• bait volw vdw
espon•ion
Wh"
hotting an required
curb do gutter
•..'-s4 1 . t~er.
til
3/ 5 r.3/,r Y502 BA94-223W HHCA94-323T0-C
EC-23
at Set
f11ffi U?V Boo Ray
feBOga
�
EMWMAK
t' 3/4' Y504 M94-344W HW.M4-323TD-C
EC-23
-... tr • lE� e
:
av
1• 1' Y504 SA94-444W HHCA94-444TD-C
EC-4
N N
CwvM• t,*y.
as,'
M
1• O1 to back of
INSTALLATION NOTES:
sidewalk
..'
1. Exact location of meta box assembly-
FRTINfI VOLUME OF T}IRUST_BLOCK M CU, YD.
to be opproved prior to installation.
w
. Merrb•e0re l SIZE I 11.14• 1
22.12'
46•
at•
2. water Service crossing street shall be
„ 1• type
or
to
encased in Y dia. SCH40 PVC or
M
r
10
1.1
2.3
SDR21 piping. The piping shall run from
3/0 K
Dapper
v
THIIUeT BI.00KB MR VEftTK.A4,
17
12
t.a
5.7
one toot beyond Sidewalk. across the
c pperyf
p .
UP BENDS SHALL BE THE GAME
As, Foe 1P 0.9
1.7
2A
3.9
I.
1.e
slreaL to one foot beyond sidewalk
tingle meter
HORIZONTAL BENDe.
1is,0.9
L7
5.1
Installation
s3/ •-
1• ♦ Wye
1Ir• IA
;2
63
DUAL METER INSTALLATION
»
5/8"1 3/4" & 1"
METER
INSTALLATION
:•'
Figure 5
CONCRETE THRUST BLOCKING
�.�
rvuro =
AMENDMENT
N0. 2 - APRIL
1997
m ici et9 pad 1'-6' 9% x 6" loop -�
of
� }r
1.5' 1�rrfN, C-MvfPAd 1: D
- �UIL.DING LIGHT DETAIL.
N• T. s.
825 825
815
Cr
805
a
0
c
c
800
Prop Grade
Ex Grade
,,Ex 20" CM
\ \
/N
\ \
>s
co
I
O" 01
P
��
' taco
CV
i1 Z
HS +
in
55a
0 50 1 +00 1 +50
Proposed Storm Sewer
Horiz : 1 "=50'
Vert 1 "=5'
815
oo •
O
+
800
METER BOX HARDWARE
SERVICE
PIPING
Duo
METER S12E
YOKE /
METER
BOX *1
DIA.
METER BOX COVER
3 r
/
5 1r gDm) x3 4• 20
/ / (
Ford
Y502
16 le'
non -traffic ad 32
traffic Ford
1
5/S x3/4• (20 qpm
Ford
Y504
24 in.
Ford no. 30 monitor
cover W RIeL-12 to lid #2
1•
3/4' (30 gpm)
Ford
Y504cover
24 in.Ford
no. 30 monitor
W RV212 tolid *2
i'
1• (50 gpm)
ord
YSG4cover
24 in.
Ford no. 30 monitor
W Rtll-1. to Ile *2
Ise a" type -\
acipMoble valve
box
rpeg
r R1ogok•gs
36" nth.
VeNe flop!
to fnakl
Iug
Ostia: 4•
8•x 8'x 16' solid block
(for valves 12• exist larger)
GATE VALVE
825
Prop Graf(
Ex Grade
3' Clear minimum
Pro 6" PVC
t
PIN
a
U
to
G.
to
.'
O
U2
(�
to
a
••4
F ik
r.
a)w
It
m
+a�i
+f�
aD o
�
+c',
td
all
0 50 1 +00 1 +50
Proposed Waterline
Horiz : 1"=50'
Vert 1 "=5'
e
815
e
8'
111 � C
.�ai•\i�. �'� \ '
. g•,� . .
'�/•�L�' 'ilt. �ee•
A •
2" SM-2A
6" 21-B BASE
STONE
PARKING AREA
PAVEMENT SECTION
•'''� :..., 8" CONCRETE
'." .. 3000 psi
:•r WITH MESH
4" 21-B BASE
STONE
DUMPSTER PAD SECTION
1.5}} SM-2A
3,BM-2
8" 21-B BASE
STONE
W
W
N
In
(!7
N
�
N
C)(0N
tb
J C
(0 Ql
0 I
CV
_>
,A04
=
In r
LU
o
a In
a:�_
0x
(BASED ON CBR-6) ENTRANCE PAVEMENT SECTION
a"59t1*m Book 35a0"W � (BASED ON CBR-6) �' U' to
by pasketed SOR 21 gaskeled I K 0
bell 45• bend bell adapter bosom Poo 1 7 S 0
b
iVlh I! � �, I „ •vt
1;!m Nill 1' la
® w
gem 40tJ
1 'ONenx Install 12" of µat -n grade)
O SqR 39 nP LSDR 21 psskeled "Id cap
-@led bell Sege vac and fling, I 21-B behind curb }}(Dpr
111111
I
line CG-8
I
r1Ir a 0 See Entrance 12' Existing �
-i. 1. • e. Q o Pavement Section Taper Lane Z ) A A
Above
I °Or"' o VDOT Field Inspector
+ D1.
_ owill approve CG-11 W 10 U w p"
n IstaisittertoM, entrance before construction o
di eatbn of seNing to be approved prior to Inetaltetion
as rewired r txxtcrelis pad 1••6• sq. x B• do"
rttecMnlal
t' owivretlrttlpee with
• rand
existing line
7
FIRE HYDRANT ASSEMBLY
Figure f
treated Tx 4• with
top 6' pointed w 00
I!I �.
mink iwi i grode
GRAVITY SEWER SERVICE LATERAL
ly, Figure 1S
MANHOLE ON EXISTING
Figure 14
1. sat barrel seetlorl over oxMNV line
2. pour manhole base and Invert
3. remove top section of existing sewer
Ana, to form open charxiel
tltub 3-5 R. r-existing Arta
repair
coupling
-barrel section
6• store beAding
000
CD ))
Ex Grade
w
':4
00.1
co 0 o
OE-•
a
m
rn_
m o
�0�
t
.,-I co
m
II co
iO II
OL
0) II
W
0
a'
�; 0
to
to
co - O
tv3
ado d O
o
+
O A q
F .- r-
..
0 q
E• m ..
0 50 1 +00 1 +50 2+00
Proposed Sewer Manhole
Horiz : 1 "=50'
Vert 1 "=5'
' 825
815
[ ul
.11
Half Typical Section
of Entrance
Not to Scale
I:..
>:.
a,
7
:~
a,
ry)
Xu
O
>.
a.
a
; ;
�'
a
v
.5
a
Do
ao
Go
Go
top of mi nrole at grade In pavement areas Unless otherwise areoted ;
top shalllaw act i r mn. above gfad• in easemerw areas
W
O)
\
d)
\
\
W
0)
\
O3
'1-,aware
•Add ped r Ihkdit
Q
n
C\2
00
02
to
62
co
to
oontraaw or to groan manhole
Q
\
d'
\
\
\
O
lover in p9we
4 bolts (314' dls.)
riluatnw,l rings (I V MAX)
�`%�!'���♦
♦-
ooncrets ASTMC- 150::•: :12-«lrltyp.)
4000 patoo
N
pgneer 301 mastic applied
Y
pints abe n to sealed
Wtwean pints and on
exterior we of p ras
O 'z ti0
Q Z ��
with'Cr Arlp gasket
variable
4'0-
zMals,I D. - -
-pipe to manhole
oonneciton to be
by flexible sleeve
Inwn channel to provnde • 3'.0' min
anboth trananion In w owl,
to u oorxnecuorr ?•0• max. _-----
' � top o1 b•nch•waa
ptvul bottom of marNwle .t same ei•v, as
b latnn dtarxnel bD of Pipe
V.
;.: ... .. :. .. :. ..
_L
r beading Mona I•'•}}`��•"`{�i��}t �, 1}`.L�i�3�i�iT}`i. Ti•'T{`iT `�)•"Tip"r`i .
-�€2�It(Uiit2trtiti?2�r22rti:isirri2l,t2�Tt22IdtI;•2t2i222�t�ft1
NOTES: 1. Manhole section .halt hove an external ooexng of approved bltumastic water proofing prior to Instaflon
2. A adjustment elevation exceeds two irchw use aoncno rr ed)uMrnem rings with a exterior fpebry of
btunusde water proofing
3. Final .taps adjustment of manhole frame may be by shims and non•sMnk grout.
4. Skid pad to be placed around manholes located in Shoulders of loads
5. Flab lop casting "It Os, used on Shallow ms,MwM (a 11. or lee.) Installations.
STANDARD MANHOLE
1" 12
-j-
-
.Ex -Grade
"-
Contractor
the clearap
Contact the
Prop 8"I
PVC
inspection
SDR-35 ?
l
1
207' ®
0.75%
backfilling.
1Od
a�'i
1(D
t0
v
in CD
-�03to
t
It
y
t6
0
tdCID
O CO
co
tr' II n
°
a
to
a
In
g.° II
04
cri
co o
•p
ob
c
ton0
Soo
II
E-
:o verify
;e in field.
FCSA for
rior to
0 50 1 +00 1 +50 2+00 2+50
Proposed Sewerline
Horiz 1 "=50'
Vert 1"=5'
DATE: 4/16/98
SCALE: n/a
DESIGNED BY: GRO
JOB NO. 2016
SHEET 3 OF 4
Ln
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Ln
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Open Space
B-2
15% required
Development has provided for
open space requirements already.
Landscaping
Interior
1 shade tree per 10 spaces
35/10=4 shade trees required
5% of parking area to be
landsca ed:
14,450 (0.05) = 722.5 sf required
3023 sf provided
Exterior
1 shade tree per 40' perimeter
765'/40'=20 shade trees required
Total — 24 shade trees required
2.5"Caliper or 5' Tall at time of planting
18 — White Dogwood
O 6 — Aristocrat Pear
24 — trees provided
Hedge
1 shrub per 3.5' O.0 between the
parking space and neighbor required
190'/3.5-55 shrubs required
55 — Boxwoods Proposed
(Common or Littleleaf)
10
additional
White Dogwoods
are required
by
the
planning
department for
the proposed
islands.
-8"YBox 1/4" 4TEeL-
PLAT6`1 To Kee-eIV E
&* go. "T" HING65
G"x (ia as PAC rOSTs'
WIT1i $IMe'S/H e-0 • N
cavo S.TL. co(-UMN
LAIC
G1U DE
-4-10. 9TL. TUBING ALL 6,0" EQS
AND aFj4TEit4 To 6E '9HeP W6617tD
wITH PLATES oaximD WELD PvIHTS I"<G" 2o�GH SAWN
,-— GGDAlL PLAN IL3.
I
I
17u kA E'yT E;Z GA -r E D E TA I L
(NoT To 5GA LE
(1
TS 3x I/.+, x 7'0"
GATE POST
MAC LATCH f EKAGKSTS
4C ALL MATE.F11-IAL_
To e) e
T-eATe o
L.0 &,(E5e R-
imits of Clearing
and Grading
4-,,AP-0s
6�
FRONT
view-
Z"K
DETAIL--: B0AE-1-0 FEKGE'AF-CUND
--. t2uMe5 rEF-- PA P
ME
`A
Engineer's Note:
A land disturbance permit we be required
prior to any construction activity.
Erosion and Sediment
L
Control Legend
Silt Fence
cE Construction Entrance
lP Inlet Protection
® Outet Protection
This sheet is to be used for Erosion and Sediment
Control and Landscaping Only
I
Z
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W
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DATE: 4/16/98
SCALE: 1 " = 20'
DESIGNED BY: GRO
JOB NO. 2016
SHEET 4 OF 4
U
iF20'Taper
3. .3
40' Taper 100, iRight Turn Lane
C—)
7--
j+"� 12.
4a' Taper
7
E
E
FOX DRIVE - ROUTE 13S
Lhntt 25 MM4
150' LeFtTurn Lane
c
/ V
nn
11 Ui
Tt
0
1,, , `� -- -0
, ; �,,
-
C,
Engineer's Note:
This Left Turn Lane design 16 for presentation only.
Further engineering and Right of Way studies will be
required prior to creating a set of plans for con-
struction.
15o' Right Lane Taper
(D
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2:
(D
7F
LU
0
L0
00
<
41) 0
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co
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co Ln
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c 0:3
rx.
I DATE: 10/7/98 1
SCALE: 1 " = 30'
DESIGNED BY: GRO
JOB NO. 2016
SHEET 5 OF 5