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/V 555736 E
N/F GUTHRIE
DB 626 P Z
g I I 230.
ZONED: B-2 USE: BILLBLLB OARD LGN zo' DRAINAGE EsrANr
CURVE No.
A = 00-15-14 1
RADIUS =5623.58
ARC =24.93 1
TANGENT =12.46' 'A
CHORD
40' Sf�ILLWAv ESId'7
CHORD =24.93' I 6A Q \ \
CH. BRG. =N 4646'19"E / rlF
I + qq)
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FT
I 91.43_ � v\
� N 3779'09�'�
row / g0oo'VT
W N � 12" APPLE/ LAN aP ARE (TYP)
d 1 TO REM (SEE DETAI SHE
V
O � 1 / 790p• I
2m N /
01
CID � 101°28•65"
w
+ 9. w (c 21 9.
ZW o I ( ) I
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z I 3 '" \ � 1 BROOM FITIISH —
x �- O 8 p rll R'IaIN WALK ONLY)
�4R8w
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I FRAkE \ Riper O.
SHED \
2511 S.F., 95! &H �' TREELIKE (TYPICAL)
TRAVEL LODGE SIGN —
EXACT ORIENTATION OF SIGN B.M.=GHI5ELED SQUARE
FACE TO BE DETERMINED. 5E. GOR. 51ON
BA5E=135.56
N 5675,07
675 09 E ti 154.43'
o
P
sa 0
CJJRB a GUTTER (TYPIC
(SEE DETAIL "SHEET)
g.00' R)
Y'o� t
Ni1
CONCRETE SIDEHALK
EXPOSED RIVERBANK ABGRESATE
(SEE DETAIL SHEET)
—91 5F. BUILDIN6 SIGN
— 2400' 2000'
O
o$
m
FRAME BLD(-.
x \ II
\ \ S POOL
\ I�
\ CONCRETE II
�\ II
X, —
4" CONC. WALK 6 STEPS OVER
'1 6"COMPACTED CRUSHED STONE
1 I' BASE, 5TEP5 TO HAVE 6" RISE
�I a IH" WN, CONCRETE TO BE
4000 P51 WITH 6X6 H2.N X W2.g HHH.
BROOM FINISH.
L.
+ o' I
20.00'
PLANTING BED5 (TYPI ^ PORCH
\ - (SEE DETAIL SHEET)pf
it I
j I PAIN D STRIPING (TYP) / 20.00 ---I --
\\ (SEE TAIL SHEET) C, OF DOOR OPENI '
�I
/ H/C RASP (BROOM FINISH. 1200'
\ \ 22 15 r
SEE DETAIL SHEET)
\ - 24.00'
CRACKER BARREL
g�
- —2a.00' ao C FF.E. = 725W
m
I <-o
N/6 PARKING SEEN R<
Z I (SEE DETAIL SHEET) !WWWkF' IyN�
iTT \ t11 v I �^ EXISTING A5PHAL7 "'
O 101 WILLOW \ �� /�24D0' ry �( I �.�- PARKING LOT I �[
H/C 5YMBM v z-. 17 I ow (y
CD 00 Z20' (TYP) \ \ �/• 20.00' (SEE DETAIL SHEET) a�ywy!! . ' j F ,�
N QT T ` t 10558 �Si '1 W Q$<W�
00 p �� FIREHOOD PAD (BROOM FINISH, ( IpIppp ItDT2>zry
O O 8 \ SEE DETAIL 5FIEET). E.C. TO
-Q ➢ VERIFY 511E OF GAS MEETER <p�,p •j�
Tri J fZ'n
Ln Q Q + PRIOR TO PLACING PAd. P �"
aJ p W wyti�i� 1,
(A III GEq 91 S.F. BUIL LNG SIGN
(ZTT Z = \ + \ 2' CHAMFER fTYP) R 2000' I I BERT, 9F PL
Lu WO POW
_ "; �o �'p r''P�/✓ "NO PARKING, FIREV—U 45, `So
p. O
Z Q L LANE' 5166 Q -
p1N `! \9� Zr `! TO DtN5 SP GE_ 5TRIPIN6 c^ _ I D 10 2� 40 6G
1 m Q� 8 ry
CONCRETE RAMP (BROOM CONCRETE LOADIN5 PAD (BROOM ®PBb1®= $Q.'ku I Y
F 4.13'" 5.TT' r (FINISH, SEE DETAIL SHEET) (FINISH, 5EE DETAIL SHEET) Q' TRANSFORMER PAD I PPP
w r(BROOM FINISH)
1 � G 1451' IHAO'_ IOlbl' 3955' 1 �w
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j I PAIN D STRIPING (TYP) / 20.00 ---I --
\\ (SEE TAIL SHEET) C, OF DOOR OPENI '
�I
/ H/C RASP (BROOM FINISH. 1200'
\ \ 22 15 r
SEE DETAIL SHEET)
\ - 24.00'
CRACKER BARREL
g�
- —2a.00' ao C FF.E. = 725W
m
I <-o
N/6 PARKING SEEN R<
Z I (SEE DETAIL SHEET) !WWWkF' IyN�
iTT \ t11 v I �^ EXISTING A5PHAL7 "'
O 101 WILLOW \ �� /�24D0' ry �( I �.�- PARKING LOT I �[
H/C 5YMBM v z-. 17 I ow (y
CD 00 Z20' (TYP) \ \ �/• 20.00' (SEE DETAIL SHEET) a�ywy!! . ' j F ,�
N QT T ` t 10558 �Si '1 W Q$<W�
00 p �� FIREHOOD PAD (BROOM FINISH, ( IpIppp ItDT2>zry
O O 8 \ SEE DETAIL 5FIEET). E.C. TO
-Q ➢ VERIFY 511E OF GAS MEETER <p�,p •j�
Tri J fZ'n
Ln Q Q + PRIOR TO PLACING PAd. P �"
aJ p W wyti�i� 1,
(A III GEq 91 S.F. BUIL LNG SIGN
(ZTT Z = \ + \ 2' CHAMFER fTYP) R 2000' I I BERT, 9F PL
Lu WO POW
_ "; �o �'p r''P�/✓ "NO PARKING, FIREV—U 45, `So
p. O
Z Q L LANE' 5166 Q -
p1N `! \9� Zr `! TO DtN5 SP GE_ 5TRIPIN6 c^ _ I D 10 2� 40 6G
1 m Q� 8 ry
CONCRETE RAMP (BROOM CONCRETE LOADIN5 PAD (BROOM ®PBb1®= $Q.'ku I Y
F 4.13'" 5.TT' r (FINISH, SEE DETAIL SHEET) (FINISH, 5EE DETAIL SHEET) Q' TRANSFORMER PAD I PPP
w r(BROOM FINISH)
1 � G 1451' IHAO'_ IOlbl' 3955' 1 �w
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a Sne/na snBi
a sne/na
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NO TRAGTOR-TRAI LER
WI
\
PAINTS LETTERS
SIGN (SEE DETAIL SKEET)
1
\60'0'0.0"
I' -b' IN IGHT
28.00'
I
z40.00'
12. ,/ NOVEMBER 27, I992
/e REVI IONS
If
RV/BUS RV/BUS RV/BUS RV/SUS RV/BU$ RV/BUS RV/BUS RV/BUS O'�T �;� 0' �'
Nwo
J F)'B �. 19V3 JM 3. IWi
- N 46'15.08"E - 84:2 —
---235I' 63D0' \ 1600' IOlbl' 16.46' I
f� II /, ` DUMPSTER ENCLOSURE S1 — — — —
\ . I
MATCH
LINE
Q"\ (SEE DETAIL SHEET) r 20' 0 INAG ' 1 jj a M
ry yi RV/&)5 DIRECTIONAL V O „I, p'
— SIGN (SEE DETAIL SHEET! Y
+
--LANE'
I`5 MAT
T_G
H oaCox" scoe
. '10.00'-
5L NE" SIGNFIRE Lu LINE
9 R
..NO PARKING, FIRE IN
/ "CVl tV IOC 141119'T,9" LANE" SIGN I
"NO PARKIN&, FIRE
LANE" SIGN
�•)•.�.,.`—/� /22.00IB6
90.40' ^a ry a
.I � �#03-93
BUSH
I {
Ir s s c
Iq
� q
q
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WILLOW �Iq
u V
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1 STORY I q
BRICK OFFICE
BUILDING
I III
L--� F----� q
I I II
SHENANDOAH PROFESSIONAL CREDIT ASSOC.
FEDERAL BANKING ASSOCIATION OF `MNCHESTER
DB 382 P 74
ZONED: B-2 USE: BUSINESS
LEGAL DESCRIPTION
l The >aid porno. of law deugnaled As Parcel 4 is all of W rem -9 land
,elmntd as Parcell on the plat or ded,canon in Deed Book 5% a Page 704
The Aaid Land bora me easterly Aide of INersale R--'- Bl, a Anne,
,ounce wet, of US. Route 523 m Shawnee MapHerui Dutnn, Eden,
ni
C .... y, Virgia and n ince. p.rncularly descr¢nd by mem and hound, u
follows.
'Beginning at an iron rod found at 1M most westerly coma of the
Shenandoah Prwumm, CrMtr A,wciauon land which is ata A corner m the
Bigg, land and this Rona lot, Anent. to the northerly lits .1 N, said Roan
for, N52'Qr21'W 20823 feet to an von rim (nand, a comes to th, Crimea I"
thence with the roth
raly line N the said C. land, ND -06 '42-W - IV"fen
,o An iron found. a turner to Ne Guinn, lo,, then. with the said Guthrie Int for
the thrn following courxs: N3719M E 91 43 fart to an iron rod fount, thence
N079757E 492 fen on an iron rod found; inert, N6597W-W 86 55 1— An
anurn rad found in the eataly right of way lira of Interstate Roua BI, thence
with the via Line o1 Route 81 for ,ti three following cousin. with this Arc W a
r to the telt 24931.,1 lRadrm • 5.,23 M I., - Chord • NAW -W 19-E 2413
Least n a concrete highway monument found, then. N55'5736 -E LlO.N fen in
an trots rod at. theme N%•15 WE - 154 U fast An An van rim W, + coma to tat
4A; Nand with the wwh.1, lin of W 4A, %r" 52'E 315., feet to en um
rod sa b the westerly We W Pace) 48; thou, w,h the westerly and southerly
lute o/ Pascal 48 for the tut following courses: 546.15'WB - 260 01 fen ,o An
von rod ,et, Neo, S63'M'52-E - 60.00 feel to An von rod lound. • dere, m
Pool 5 and tM +for,said Shenandoah Production Credit Asaur,.umi land.
therm. to the w.Wly line M Sherundo.h Production Cradn AasOcudon.
546'150B1V - 200.00 fest w da point d begummg-
Conutmng 4 W72 Aon UIM aeras designated AS pmt 4A uta AubdrvidaA
from the original Parcel 4 as shown on • minor subdivision plat daosd
November 20. 1985 and record., M Deed Book IiZ at Page
The said portion of IAM design.ad As ?.If 4-8 lin urea a Route 522 m
Shawna Magisterial District Fredentk County. Virginia and i, bounded as
follow,
'9rgsdtmg a an von ppe roues As th. nOrthwastedy coma of th. Biggs
lot Nance ..hg with W westerly Ina of the .,it Biggs lo, and Parcel 5.
546'1508-W - 5. .24 reef m an iron rod found at the nor,hwe,terly mina of
Shmando+h Production Credit As,odamn. • comer to Parcel 4, them with two
line, of Pool 4 a tallows: N43•4651'W WW fret to an tion rim set then.
N4e'IS'N-E - 260.01 Iasi to m iron rod at . comer to Parrel 4A: U.n.
umg with the ...ally fine of Parcel 4A Na6'15' W'B -Blit len ,o . spike
se,
in pavement. thence W." 52-E 6000 tea no the point of begtril."
Conuwng 04742 Aria
SCALE: NONE
N/F
INTERSTATE PROPERTIES LP.
DB 556 P 706
PARCEL 5
ZONED: B-2 USE: VACANT
"=
NOTES
SPOT EL.
•
I
E •'ry
qI
—�
MANHOLE
•
A.
OWNER. CRACKER BARRC.
C EL OLD DNTRT STORE, INC.
I
SCALE: 10 en
P.O BO
II I K
FNS HjTPAd1T
TN
LEBANON.N, TN
I
• ��
TELEPHONE- (615)615) 444-5533
I
B.
BOUNDARY INFORMATION TAKEN FROM TOPOSRAPHIG SURVEY BY,
61LBERT K CLIFFORD t ASSOC* (103) 899-2115
V
150_C OLDE 6REENHICH DR, FREDRICK5BUR6, VA 22401
DATED 5EPifl-BER 3, 1992
C
TOTAL AREA OF ACRES
D.i
PARK N6 SUMMARY
IBD PARKING SPADES FOR CARS
160
w
b HANDICAP PARKING SPACES
RKIN6 SPACES
,
M
Ind TSA INS ES
E.
BUILDING 4148 SQUARE FEET
F.
THE CONTRACTOR SHALL BID AND PERFORM THE HORK IN ACCORD
HITH ALL LOCAL, STATE AND NATIONAL CODES AND THE
CSJ-
R50UIREMENT5 OF THE LOCAL UTILITY COMPANY.
rel I
I 6.
PERWN5 USING THIS DRAHING SHOULD CONTACT LOCAL UTILITY
COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND UTIITIE5.
3333332s
H.
ALL DIN-ENSIOW5 ARE TO FADE OF CURB, UNLESS OTHERHI5E NOTED,
.L
I.
MINIMUM CORE RADII 3.0'.
J.
DO NOT SCALE THIS ORAHI116 AS IT 15 A REPRODUCTION AND GUEJE
TO DISTORTION.
K.
PROPERTY LOCATED IN THE 5HAI-NEE MAGISTERIAL DISTRICT.
L.
PROPERTY ZONED B-2.
M.
FAR = 4149/i95,192 = 0.05.
N.
REGUIRED PARKING = 4149/100 a 91.
O.
WILDING tE1(SHT = 23'-0' O FRONT PARAPET.
X22
/n
IY MAPLE
2 STORY
BRICK
DWELLING
Z
105.00'-J
I
105.00'
I
I
I
MLMHO SINRIME 7 FUH
NO SCALE
Aw
�FF
WA
WA
i
T)
q
q �I
III I
0
II i II
II III
t7 a \
J Q
I <a �
I
I
N/F
PATRICIA G. BIGGS
DB 412 P 639
ZONED: B-2 USE: RESIDENTIAL
C.OWO1NZ
/ 3
SPOT EL.
•
STORM S&I8R
E •'ry
5ANITA;vr SE0M
—�
MANHOLE
•
CAE" OUT
0
WATER LINE
SCALE: 10 en
&ATE VALVE
w
FNS HjTPAd1T
Apr
POYER POLE
• ��
L3
is
PROPERTY OWNER: INTERSTATE PROPERTIES LIMITED PARTNERSHIP
160 FRONT ROYAL PIKE
WINCHESTER, VA 22602
(103) 662-,c1a0
JIM PETRYK
APPLICANT. CRACKER BARREL OLD COUNTRY STORE, INC.
P.O. BOX 191
LEBANON, TN 37088
(615) 444-5555
MIKE I••IENDEL
DE516PER. DE515N AND ENGINEERING
4301 HILLSBORO ROAD
SUITE 221
NASHVILLE, TN 37215
(615) 269-421
BYRON A. BOHRMAN, PE.
0 10 20 40 60
GRAPH SCALE
c011 /p\
PFF1
•
t0
E •'ry
~�
S
LOCATIONMAP
AAAAAAAAAAAAAJ
SCALE: 10 en
2000'
is
PROPERTY OWNER: INTERSTATE PROPERTIES LIMITED PARTNERSHIP
160 FRONT ROYAL PIKE
WINCHESTER, VA 22602
(103) 662-,c1a0
JIM PETRYK
APPLICANT. CRACKER BARREL OLD COUNTRY STORE, INC.
P.O. BOX 191
LEBANON, TN 37088
(615) 444-5555
MIKE I••IENDEL
DE516PER. DE515N AND ENGINEERING
4301 HILLSBORO ROAD
SUITE 221
NASHVILLE, TN 37215
(615) 269-421
BYRON A. BOHRMAN, PE.
0 10 20 40 60
GRAPH SCALE
c011 /p\
PFF1
V
O [b�
w
Fb�b e
M
z0��
� �
3333332s
V
O
.L
PROPERTY OWNER: INTERSTATE PROPERTIES LIMITED PARTNERSHIP
160 FRONT ROYAL PIKE
WINCHESTER, VA 22602
(103) 662-,c1a0
JIM PETRYK
APPLICANT. CRACKER BARREL OLD COUNTRY STORE, INC.
P.O. BOX 191
LEBANON, TN 37088
(615) 444-5555
MIKE I••IENDEL
DE516PER. DE515N AND ENGINEERING
4301 HILLSBORO ROAD
SUITE 221
NASHVILLE, TN 37215
(615) 269-421
BYRON A. BOHRMAN, PE.
0 10 20 40 60
GRAPH SCALE
c011 /p\
PFF1
Or- rte'" �;r;;•./
•� �. �; ►_ � � Ili , i '�!� �.� � �i��
mW U
%M0,4411v �l�''' � ■■■�u�umrn I�� _
ry
yCIS
i��/fid/AT��A������►1���,d.
man
EXISTING ASPHALT
PARKING LOT
-
.Ii
1 , o , t��I1...�J �
1 STORY
FRAMEDWELLING
REV1�h V-44 L& 51IWO`��� D �111�1111111�1��,/��:,1�1111
�/ O I � � � \ �• •1♦11111!1/II� ��A�1111 1111111.. �1�
�o
.aw r wo
nve s n�
rm wo
,ui a wv
I/ Alp,
&EPING
W—
WILLOW
4 F. 24^ HDPE
O 55%
I OUT = 709.00
m
TRAH BAL� (TYP)
SEE DETAIL/ SNEET) A
CATCH A51N 03
TOP E�-�`� = 12150 P
INV I = ,12A0 (24" 4 15')
/ INV flUT 1I1.-5 / 113 L.F. 24" (HOPE •
CATCH BA5:1
TOP ELEV =
INV njT =
REMOVE E*ST. 30' RCP
AS REGUIRW.
INV IN-714.39—
INV OUT=714.39
GATGH BA61N 111
\ TOP ELEV = 122.177
INV IN = 11-122 (VERIFY)
OUT - "111.12 (VERIFY)
*" ; TALL OVER EXISTING
\ -P
—15' CMP
16 RCP — — 244 _v- °
tT
4' RCP - � G}b
Jg —Gg(EV n.acrs — J_ MATCH p
— _ — .0 -- w -- —� — -- LINE p 1 v
L M GH EXIST. P iT I W
/ 173 I CN a
bc�.t\cA
_ �b
422 -PG 658 _ _ _ _ e — � �3\ M �
/pc
(Eyj•3.3 cfs/ / �o��
r -- --
-1— LUU -- --� --- -- --- ---� — --- % S 48'15,08r 54/ 4 /- a EX CURB INLET p p6 8�
RIM=731.41
�A` / "" 1111 INV=12" R / L�R
)i 717 71H 19 NN VP / \ / —•' cc
OF ELEV l9 / EOG (SEE DETAIL SHEET) TRUGTION \ II 12" RCP II
EXIT II E% DI RIM=731.12 /
0� y% INV IN -14
15 . RCP WT=726.50
INV IN = 43'1 (IB') / /
INV = '11ATCH BAS 1
X DI I II 12• RCP IN=726.52
ENV WT 718.424 l&- 66RAMODIN E.
\ PLUS EXIST.
GRATE. / I II I"
1 p \I
PLUS EXIST. 30° OlfiL�T 236 aIT TAU \ I p
10• MAPLE
EXISTINGVEL
DRIVEWAY
INES a I V/ II III
p
— J
I
OFR
ORY
BRICKK OFFlCE
BUILDING
I
I
L —,
IL— — --
N/F
SHENANDOAH PROFESSIONAL CREDIT ASSOC.
FEDERAL BANKING ASSOCIATION OF WNCHESTER
DB 382 P 74
ZONED: B-2 USE: BUSINESS
N
I I fl oa
Ii
p VI I t+/ F
1 I I I I I INTERNE PROPERTIES L.P. 12• MAPS
DB 556 P 06
PARCEL 5--
� z�Eo: B-2 USE; wlcrwT
PATRICIA G. BIGGS
p I I I I I I \
II I I I 2 STORY DB 412 P 639
II NOTES BRICK I ZONED: B-2 USE: RESIDENTIAL
I I I DWELLING
II I I I A. DINNER. RE
NER. CRACKER BARREL OLD COUNTRY STOW, INC
> I ILEBANON, BOX 161
r LELEPHO TN 611)4,F_
1)4, LEGEND I II � I TELEPHONE: (615) 44411533
B. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC 5U2VEY BY,
II 61LBERT H. CLIFFORD 4
0.)E GREENWICH DR FREDRICK5BB91RI VA 12401
VATDL./LyO
:2 II II
5EPTEMBH2 3, 1492
G. TOTAL AREA OF SITE, 44EI AGRE5 SPOT
PARKING SLMHARY /
1 II I I IBO PARKIN6 5PACE5 FOR GARS
STOW 5EMEF2
6 HANDICAP PARKMG SPACES —�— I II I
H RV/em PARKIN& SPACES / 12 MAPLE
I I IQ4 TOTAL PARKING SPACES SPACES-- SANITARY sa�lz II II
IE. BUILDING 4148 SQUARE FEET O IOLE 0
TRAC
F. THE CONTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE M,W
WITH ALL LOCAL, STATE AND NATIONAL CODES AND THE
REQU— 0 — SAN o
/ IREMENTS L, IE OMP
TLOCAL UTILITY CANY.
G I I 6. PERSON` U51NG THI5 DRAWING 5HCVLD CONTACT LOCAL UTILITY
C, \ a i'IATER LITENE / / ILII II
F`� I OP'IPANIES FOR EXACT LOCATIONS OF UJDER6RAINJ UTIIT1E5. (\
BATE VALVE
m H. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERW(SE NOTED. \
I I I \ I. MINIMXI C4ARB RADII 3A'. \ � FIRE HYDRANT '� / \ ��-
J. DO NOT SCALE TH15 DRAHIN5 A5 IT 15 A REPRODUCTION AND S.E ECT \ ` `F P 0 M' II
I \ TO DISTORTION. —
K. REMOVE All FINS, BEFORE
UND INNIN5 DO TANKS, PAVING, BASE LI6•I.F E.. OLP II
I ETC, IF REMAINING, BEFORE BEGINNING GONSTR(.<-,TION.
L. FILL ALL PLANTERSA5LAND5 TO TOP OF CONCRETE CURB KITH z, TEL POLE 0 iF I
TOPSAIL. TOPSOIL TO BE GLEAN AND FREE OF DEBRIS, ETC,.
M. ALL HOW 15 TO LOWLY WITH rHE REME IN THE WA DIRM,11ON ARROW �� N
VIRGINIA ON AND SEDIMBdTATION NTROL HANDBOOK, \
THIRD EDITION (1992). \ N/A PARKIN& WIL)INT I7
4 N. BURNING OF ISN AND)OR CONS TION DEEMS \ .
/ \ INV IN- 1.50 / HILL NOT BE LOY®.
18" RCP 18• RCP _
GATGH BA51N 5GHEDULE
6.13. s
MANUFACTURERS •
MANUFACTURER
SIZE
R -1818-A56
NEENAH
22" X 22'
2
R -1878-A36
NEENAH
I8" X IB"
3
R -0-18-A56
NEEIiAJi
22" X 22-
4
R -1818-A56
NEENAH
22" X :22-
5
R -1818-A36
NEENAH
18" X IB'
HDPE - H16H DEN5ITY POLYETHYLENE PIPE:
HI -O - HAW -OR COMP .+ 41, I-800-841-6500
N-12 - ADVANCED DR,'.INI SY5TEM5, I-800-'133-9964
NEENAH CONSTRUCTION GA5TINI -800-558-50'75
:URB INLET
INV IN (12' & IB') -720.50
C
0 10 20 40 60
oaeavaac SCALE
C=2&
/ SLOPE 1.12,
V6' DEEP X 1" 0 SLEEVE SET IN'_ILAS
- LOCATION VARIES WITH DOOR SWING
4 SIZE - SEE ARCH, PLANS
NOTE, (2) PER BUILDING - MONOLITHIC PARR
SIERVOCE DOOR IRANP
L16HT BROOM
FINISH
5EN6TH
5
.
ry
4 5TONE5 OVER IR' DIA 4
DIEVQOL
► ►..H►..
MAKE SURE THERE 15 A MIN
REMOVE ALL SRA
.'.` .
OF 4' TOPSOIL OVER
CONC, 4 EX15T 501E24' DEEP
M
�UINyII=UI -11�I=
11
ENTIRE AREA
'-=_-1111
ii
SLOPE
I/4'
BACKFILL ALL AREAS
1_ ii�l
1-0
y
/ SLOPE 1.12,
V6' DEEP X 1" 0 SLEEVE SET IN'_ILAS
- LOCATION VARIES WITH DOOR SWING
4 SIZE - SEE ARCH, PLANS
NOTE, (2) PER BUILDING - MONOLITHIC PARR
SIERVOCE DOOR IRANP
L16HT BROOM
FINISH
oa
v 1111= BACKFILL ALL 15LAND5
11= UbyTi WITH TOP QUALITY
TOPSOIL AS 5HOWN
TYPICAL PARKING LOT ISLAND
EXPOSED AG6RE&ATE
CONCRETE
/ VAI I
1G/
�UII4I141 N IYII I
REMOVE ALL GRAVEL,
CONIC, t EXIST SOIL BACKFILL ALL ISLANDS
24' DEEP FROM UI _U I
TOP OF CONC--UII�-SII = E WITH TOP QUALITY
g - TOP501L AS SHOWN
TYPICAL AT SIDEWALKS
G°Pdab4IECR 08daMDD DCQaOL
SGAL E . NONE
NOTE: REVERSE SLOPE
IF REQUIRED FOR
DRAINA6E
PAVEMENT
SURFACE
L
COMPACTED
4
CONCRETE WALK
(SEE DETAIU
O
I -X6-
a
1-F%STRUCTURAL SHEETS
PORCH DETAILS
SUDEWadaiP®RCa d00a7 MlrauL
SCALE: NOW
5EN6TH
5
.
ry
4 5TONE5 OVER IR' DIA 4
DIEVQOL
► ►..H►..
MAKE SURE THERE 15 A MIN
REMOVE ALL SRA
.'.` .
OF 4' TOPSOIL OVER
CONC, 4 EX15T 501E24' DEEP
M
�UINyII=UI -11�I=
11
ENTIRE AREA
'-=_-1111
ii
TOP CONG
NOTE. ALL WILDFLOWER MEADOWS
BACKFILL ALL AREAS
1_ ii�l
- -
WITH TOP QUALITY
- sic
TOPSOIL AS SHOWN
TYPICAL
AT PORCH
VARIES
REMOVE ALL GRAVEL,
GONG., 4 EXIST SOIL
ASPHALT PAVING-)
24' DEEP FROM
GONG CURB
TOP OF CURB
oa
v 1111= BACKFILL ALL 15LAND5
11= UbyTi WITH TOP QUALITY
TOPSOIL AS 5HOWN
TYPICAL PARKING LOT ISLAND
EXPOSED AG6RE&ATE
CONCRETE
/ VAI I
1G/
�UII4I141 N IYII I
REMOVE ALL GRAVEL,
CONIC, t EXIST SOIL BACKFILL ALL ISLANDS
24' DEEP FROM UI _U I
TOP OF CONC--UII�-SII = E WITH TOP QUALITY
g - TOP501L AS SHOWN
TYPICAL AT SIDEWALKS
G°Pdab4IECR 08daMDD DCQaOL
SGAL E . NONE
NOTE: REVERSE SLOPE
IF REQUIRED FOR
DRAINA6E
PAVEMENT
SURFACE
L
COMPACTED
4
CONCRETE WALK
(SEE DETAIU
O
I -X6-
a
1-F%STRUCTURAL SHEETS
PORCH DETAILS
SUDEWadaiP®RCa d00a7 MlrauL
SCALE: NOW
CURB C UIr"IT R DD EMML
SCALE . NONE
D' CONIC. SLAB (3500 PSI) IN/
6'X6"2.4 X2.4 WIM OVER
6CRUSHED STONE BASE. INSTALL
MESH MINIMUM 2', MAXIMUM 2 I/2'
BLEOW TOP OF SURFACE OF SLAB. 0
0
000
V
°g��'° °
08"�� I.
7 (} J
°
I/2" X 8' ASPHALT IMPREGNATED V SW1
E-1 PANSION JOINT • 20' OL.EA
d®aDO nM® HARP DETIOd
$CATs. NONE
1/4' RIVERBANK 6RAVEL SURFACE IWITH MIN OF
bS% 6RAVEL SHOWIN6 - SEAL WITH ISOFLEX 610
ALIPHATIC - APPLICATION RATE - AIPPROX.
150 50, FT. PER SAL.
C24 CURB 4 SUTTER - SEE
DETAIL THIS SHEET
5EN6TH
REMOVE ALL GRAVEL. CONG
.
a
4 5TONE5 OVER IR' DIA 4
DIEVQOL
► ►..H►..
MAKE SURE THERE 15 A MIN
II
!--IIiIII'
►.
OF 4' TOPSOIL OVER
FLUSH WITH TOP
L 5"
L 2' - b" L
ENTIRE AREA
�
ii
_j
NOTE. ALL WILDFLOWER MEADOWS
�
1_ ii�l
SEE 6RADINI6
TO HAVE A MIN 6' TOPSOIL
- sic
PLAN FOR SLOPE
_,rt
i
SLOPE t' PER 18'
(V
-
♦
NOTES: CONCRETE - 4000 P51 • 28 DAYS
2°
ATPROVI � 1IOEEPCONTRACTION JOINT
rd
Li�i��
INTERVALS
111111•_ ���
- PROVIDE 1/2" EXPANSION JOINT AT 50' - O'
INTERVALS, 4 AT ALL TANSENT POINTS
CPO
/ AT ALL R161D STRUCTURES 4 R161D
00
Q?
PAVEMENT
V
- TOOL ALL EXPOSED EDGES 4 JOINTS
\
TO va• RADIUS
STEEL FORMS REQUIRED
COMPACTED BASE
CURB C UIr"IT R DD EMML
SCALE . NONE
D' CONIC. SLAB (3500 PSI) IN/
6'X6"2.4 X2.4 WIM OVER
6CRUSHED STONE BASE. INSTALL
MESH MINIMUM 2', MAXIMUM 2 I/2'
BLEOW TOP OF SURFACE OF SLAB. 0
0
000
V
°g��'° °
08"�� I.
7 (} J
°
I/2" X 8' ASPHALT IMPREGNATED V SW1
E-1 PANSION JOINT • 20' OL.EA
d®aDO nM® HARP DETIOd
$CATs. NONE
1/4' RIVERBANK 6RAVEL SURFACE IWITH MIN OF
bS% 6RAVEL SHOWIN6 - SEAL WITH ISOFLEX 610
ALIPHATIC - APPLICATION RATE - AIPPROX.
150 50, FT. PER SAL.
C24 CURB 4 SUTTER - SEE
DETAIL THIS SHEET
AT CURB
DOWNSPOUT FROM PORCH ROOF
SEE ARCHITECTURAL PLANT
GONG WALK
E TO FACE OF CURB
4" PVC, SCH 40 - SLOPE
M
TO FACE OF GB
AT DOWNSPOUT
�U �4'PVC (50H 40)
FROM DOWNSPOUT
6' COMPACTED CRUSHED
STOLE BASE UNDER
A66RE&ATE 51PEWALKS
/ /IF WOOD POST AT PORCH
PORCH SLAB
6' X 4' REDUCIN6 EL
(PVC SGN 40 )
CUFF; OUTLET Fns PC�FCH GOOF
<,N,.L . 110111
1 5/8' &ALV PIPE FRAME
TURFED IIP ROD -
HELDED TO GATE
FRAME FOR DROP
ROD REST IN OPEN
POSITION
DROP ROD - 1 1/2' O/
4 Q&TE DOR®P DD ECT
G_3 lALF NONE
- 4' 4 X 48' HIGH SCH 40
6' Q SCH 40
&ALV LINE POST
HELD TBSIBAl� \ --
TO LINE POST5T
LOCATE ELECTRICAL BOX
FOR FUTURE USE 2' ABOVE
SLAB IN WEATHERPROOF BOX
I' X 6" RPIXWOOD 0 20'0
W/ *4 BARS • 12' OL.
STUBBED 24' INTO EACH SLAB,
1/4' RIVERBANK GRAVEL SI/RFADE WITH MIN OF
856 6RAVEL. SHOWING - SEAL WITH ISOFLEX 610
ALIPHATIC - APPLICATION RATE - APPROX.
150 50. FT. PER SAL.
e v v►..' v v •
`-0000MINIMUMCOMPRESSIVE
5EN6TH
.
6 COMPACTED CRUSHED
.
a
o
DIEVQOL
► ►..H►..
II
!--IIiIII'
►.
cif
FLUSH WITH TOP
Ir��ii
I
- • - � -1
AT CURB
DOWNSPOUT FROM PORCH ROOF
SEE ARCHITECTURAL PLANT
GONG WALK
E TO FACE OF CURB
4" PVC, SCH 40 - SLOPE
M
TO FACE OF GB
AT DOWNSPOUT
�U �4'PVC (50H 40)
FROM DOWNSPOUT
6' COMPACTED CRUSHED
STOLE BASE UNDER
A66RE&ATE 51PEWALKS
/ /IF WOOD POST AT PORCH
PORCH SLAB
6' X 4' REDUCIN6 EL
(PVC SGN 40 )
CUFF; OUTLET Fns PC�FCH GOOF
<,N,.L . 110111
1 5/8' &ALV PIPE FRAME
TURFED IIP ROD -
HELDED TO GATE
FRAME FOR DROP
ROD REST IN OPEN
POSITION
DROP ROD - 1 1/2' O/
4 Q&TE DOR®P DD ECT
G_3 lALF NONE
- 4' 4 X 48' HIGH SCH 40
6' Q SCH 40
&ALV LINE POST
HELD TBSIBAl� \ --
TO LINE POST5T
LOCATE ELECTRICAL BOX
FOR FUTURE USE 2' ABOVE
SLAB IN WEATHERPROOF BOX
I' X 6" RPIXWOOD 0 20'0
W/ *4 BARS • 12' OL.
STUBBED 24' INTO EACH SLAB,
1/4' RIVERBANK GRAVEL SI/RFADE WITH MIN OF
856 6RAVEL. SHOWING - SEAL WITH ISOFLEX 610
ALIPHATIC - APPLICATION RATE - APPROX.
150 50. FT. PER SAL.
e v v►..' v v •
`-0000MINIMUMCOMPRESSIVE
5EN6TH
.
6 COMPACTED CRUSHED
GONG SLAB OR
BASE.
�o WALK
COMCRIET � WALK
DIEVQOL
SCALE: NONE
3
&' CONCRETE SLAB (3500 PSI) G-
W/ 6' X b" 010 1,4d-1 ON b"
STEEL PIPE BOLLARD
FILLED W/ 3500 P54 GON ORETE
(TYPICAL T TIMES)
1�
l
U o =1.�
GONG SLAB OR
11111
►...........�Lf
—R�ll��iit...
► ►..H►..
II
!--IIiIII'
►.
cif
FLUSH WITH TOP
Ir��ii
I
- • - � -1
�
ii
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�= ii
�
1_ ii�l
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i
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♦
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- SET EV jW/ 21 LIP OF PAD I 'ROICKFORD• 6F_21524 6REA5E TOR WITH A 40 6PJ4111
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PROVIC AT AG�f OF FLUSH WTH
FREEZE OR PROSY PROTEGT'17;
Ib GOOY INS ALLEW E N6IF
2
/ TO S4 SEDER - SEE 774
SET SLEEVES IN CO I SLAB - DO
ILL FOR STOP•
DUW9T EIR PAD PLAN 6
7
— scua :Max[
CHAIN LINK FENCE TO RECEIVE METAL STRIP
5INSL.E PC -AVE - DOUBLE WEAVE EVERY 4 th W5TALL GAP FLASHIN6 OVER 2 X PLATE
STRIP IN CHEVRON PATTERN INDICATED ON -MATCH PARAPET FLASHING ON BUILDING
ELEVATION WITH ARROWS
HELD ON TURNED - IF ROD AT EA SATE FRAME CENTER DROP ROD (ONE AT EACH GATE )
FOR DROP ROD - REST IN OPEN POSITIOMI
PROVIDE 6' DEEP SLEEVED STOP SET IN
PROVIDE POST GAPS - TTP CONC, PAD FOR EACH DRDP ROD LOCATION
/ AT BOTH ENDS J (B REQUIRED AT 1 1/2' DIA. )
/ /� TEN5ION ROD 1DIA60NAL
WITH'IQN f.I-1 F
1 EXTEND INTO 1 THRU GONG FOOTING 3'- b'
SLA
BELOW TOP OF SLAB TENSION BAR ED TO POST WI
TENSION BANDSS - 4 4 PER BAR
7EN5ION BAND PAINIT ANTE$ COMPLETE -INCLUDE CONNECTIONS
FRAME 61110E QATE
Imp yBARS AND ALL MI5, PARTS OR LONNEGTIONS
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ENSION B
1 5/D" &ALV PIPE FRAME-/ G-3 SCALE. NONE
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5 P084 COMECTO®b
G-3 SCALE NONE
U o =1.�
GONG SLAB OR
11111
2' INSIDE DIAMETER
12'X 12'X WDEE'
II
!--IIiIII'
1
FLUSH WITH TOP
Ir��ii
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�
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1_ ii�l
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1 EXTEND INTO 1 THRU GONG FOOTING 3'- b'
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TENSION BANDSS - 4 4 PER BAR
7EN5ION BAND PAINIT ANTE$ COMPLETE -INCLUDE CONNECTIONS
FRAME 61110E QATE
Imp yBARS AND ALL MI5, PARTS OR LONNEGTIONS
HEEDED TO / 2 YOp Y �E IGIV�E`%AM�0
ENSION B
1 5/D" &ALV PIPE FRAME-/ G-3 SCALE. NONE
ELEVATION SECTION
5 P084 COMECTO®b
G-3 SCALE NONE
®am HOLD DET
G-3 5CALE : NONE
b' 0 SCH 40 &ALV PIPE BEYOND
1 5/6" SAW. FRAME MEMBER
4' O ( 48' NISH ) STEEL PIPE BOLLARD ------
FIN I ED
-----FILLED W/ 3500 L.B. GONG - SET IN TDO, 56' DEEP
LONG FOOTING ( TYPICAL I TIMIS )
VARIES SEE SITE PLAN
SET LI FLUSH WITH 6RAmE, iv
REEZE-PROOF
ARD HYDRANT
D'CONCRETE
BLOCK WALL
REVERSE LAID BOND BEAM
310.R.5. WR. PLYWOOD I X 3 BATTENS
2 X PLA AT 12' OC.
I X 3 FURRING STRIPS • 24' OL. - RUN HORIZ
D' GONG BL
2 3/8'
NOTE. EXACT PIPING MAY VARY
WITH INLET/OUTLET LOCATIONS
AS ORDER FORM MM.
SECTWH THRU DUwPSVIER PAD
SCALE: NONE
8' THICK CON, SLAB ( 3500 PSI GONG) WITH
6 X 6 X 10/10 WY1M. OVER b' MIN 6RAVEL
BED. PROVIDE 1 - 4 5 BAR CONT AT
TURNED DOWN SLAB
a 2
9 E y�
I� cc LO
yo
® Y"' mm L t0
@9 @g
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SET IN CONCRETE
GONG SLAB OR
2' INSIDE DIAMETER
12'X 12'X WDEE'
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FLUSH WITH TOP
OF PAVING
:lm
AU.
®am HOLD DET
G-3 5CALE : NONE
b' 0 SCH 40 &ALV PIPE BEYOND
1 5/6" SAW. FRAME MEMBER
4' O ( 48' NISH ) STEEL PIPE BOLLARD ------
FIN I ED
-----FILLED W/ 3500 L.B. GONG - SET IN TDO, 56' DEEP
LONG FOOTING ( TYPICAL I TIMIS )
VARIES SEE SITE PLAN
SET LI FLUSH WITH 6RAmE, iv
REEZE-PROOF
ARD HYDRANT
D'CONCRETE
BLOCK WALL
REVERSE LAID BOND BEAM
310.R.5. WR. PLYWOOD I X 3 BATTENS
2 X PLA AT 12' OC.
I X 3 FURRING STRIPS • 24' OL. - RUN HORIZ
D' GONG BL
2 3/8'
NOTE. EXACT PIPING MAY VARY
WITH INLET/OUTLET LOCATIONS
AS ORDER FORM MM.
SECTWH THRU DUwPSVIER PAD
SCALE: NONE
8' THICK CON, SLAB ( 3500 PSI GONG) WITH
6 X 6 X 10/10 WY1M. OVER b' MIN 6RAVEL
BED. PROVIDE 1 - 4 5 BAR CONT AT
TURNED DOWN SLAB
a 2
9 E y�
I� cc LO
yo
® Y"' mm L t0
@9 @g
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�— 4" 0 $CH 40 51VIEL PIPE - FILLED WITH GONG
PAINT AS PER SPECIFICATION'
3/4' GNAWER - TYPICAL ALL AROUND
4000 INSTALL GONG WITH HU,4 BROOM 'OFF -
6RAD b I b X LAB WN.M. -SET 2' OFF
N GRADE -MIN 4• SLAB
r7o .111ry6"
ONLYNp¢i CONTRAGTOR TO VERIFYPIOURIN6ZE OF eIREWOOD PAD AS METER PRIOR TO
L—L
2" SECTION
IH' - O"
JT
o/ — — — — — — —
4' t� 50H 40 STEEL PIPE I \
r
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PLAN
G=DPCMCOD G°P&D DEYAL
51 -ALE . NONE
5' - O" MINIMM b' - O" (TYP) - SEE 5tTE PLAN 1' - 6"
4000 PSI MIN. COMPRESSIVE
�STREIKTH AT 28 DAY5 -
GONCRETE WALK BROOM FINISH
(EFF DETAIL) � _)2' MAXIMUM_ Z
p0
I'X6'REDWOOD/ p op '('I00
/ 0
6 X 6 WELDED WIRE - O .Op')?-
2' BELOW TOP OF SLAB, NE51N MINRNM II
b"
b' CAMPACSTTEONE
BASE
HANDDC P R,%NP DD C UL
GONGRETE SIDEWALK
0 0 0
0 O o 0 0
e ° O
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p0
HpAR� GMIRAI-p. TYPICAL
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5CALE NONE
PROVIDE MOLDED TACTILE DETECTABLE WARNIN6
SURFACE A5 PER ADA 5PEGIFICATION5
AS SUPPLIED BY 1NGRETE SYSTEMS (1-000-152-4626)
ievrrER(rrpj 000KKKK1OO0o O•N -00000000.0
000;0;
o00000 Oeo0064
OUT TOP OF P05T
45• ANGLE AWAY
FROM 516N
GOINTERSINK THRU BOL
(2 REO'D) IN P05T FOR
516N ATTACHMENT
OF CURB
�-
TRIPES
PRESS. TREATED R
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5AWN 4 X 4 WOOD
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ASPHALT PAVEMENT
6ROUD LINE
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SEE r! T G-2
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16'0 ORIFICE
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STRUC
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5'-O"
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LARGER PIPES. 3/4.0 BAf
ON B' CENTERS.
RIP -R••-•
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HEADYJALL
PADLOCK
-AND HASP
_ SEE
FOR PLANS
40001b. CONCRETE REINFORCED WE SPECIFICATIONS
W M4 BARS 12' O.C. EAGNNAT
FOR CULVERT MATERIAL
SCALE, NONE
SET P05T ON 6' MIN
GRAVEL BASE OVER
C.ONIPACTED SOIL.
BACKFILL WITH TOPSOIL
4'-0'TO
FACE OF G
TTER5, WITH AVERAGE
BROKE WIDTH OF 3/8'.
18' X ID' HANDICAP PARKIN&
SIGN, IB 6A STEEL. SUPPLIED
BY OWER, INSTALLED BY
&ETERAL CONTRACTOR
ITERNATION AL SYMBOL OF AGCE55I5I1-17Y
TROKE WIDTH OF 12'
516N TO HAVE AN E6651 -ELL FIN15H QI TO 14
DE6REE 6L055 ON 60 DEGREE 6LOS51MET .
CONTRAST BETWEEN CHARACTERS AND BACK&ROL1l
TO BE 6REATER THAN 10%
CONTRAST (PERCENT) • ((BI - 52)A31) X loo, WHERE
BI = LIGHT REFLECTANCE VALUE OF L16HTER AREA
B2 . LIGHT REFLECTANCE VALUE OF DARKER AREA
H NDICAP FAM,KING SIGN,
51AILE , NONE
IS" IY
1 NOTE, DIREGTION OF ARROW TO
AHV BE DETERMINED BY CRACKER
BARREL ARO -ECT MANAGER,
0 rZKII� f `.T EW4E of sl6.T m K Na Cloycq
- THw Io' To ANY PRCFERT'( W,4E.
I
DRILL (Z 1/4' 0 HOLE5 IN POST
AS SHOWN. INSTALL SI&IN TO POST
WITH (2) 1/4' X 4 12' 6AILV. LA&
to BOLTS. 516N TO BE CENTERED
ON POST.
4 X 4 X B' P.T. POST. PAINT WITH
&LIDDEN •IOITT - CEDAR.
FINISH GRACE
bO LB. BAS COW- MIX
n
urli,
I f9J . N.
Gid/DMS DDNCCTUDHAd 808HO
5CALE. NONE
N
�-
DOE 1]900
`DRILL (2) 114' O HOLES IN POST
PIPE PikA0
LOW-_
Q
C
D
E
0000
%'
WITH (]) I/4' X 4 12• &ALV. L L
4'
=
10'
18'
b
32"
16'
12'
12'
2
4 X 4 X 8' P.T. POST. PAINT WITH
...Mo... Y,..y
I'
I'
IS'
21'
6'
42'
21'
12'
IB"
B'
pN
24'
12,
24'
36•
Is.
60"
50
12'
�30'
42'
66'
"
15'
36'
48'
Is.
12'
36'
ID'
42•
54'
B'
64'
42'
18'
46'
60'
B•
9(i'
4b'
16'
54•
66'
IO'
108'
54'
Ib'
n�
T3 -C-R. SEE LISHTIN& SCHEDULE.1r
,r
••
Z
SET P05T ON 6' MIN
GRAVEL BASE OVER
C.ONIPACTED SOIL.
BACKFILL WITH TOPSOIL
4'-0'TO
FACE OF G
TTER5, WITH AVERAGE
BROKE WIDTH OF 3/8'.
18' X ID' HANDICAP PARKIN&
SIGN, IB 6A STEEL. SUPPLIED
BY OWER, INSTALLED BY
&ETERAL CONTRACTOR
ITERNATION AL SYMBOL OF AGCE55I5I1-17Y
TROKE WIDTH OF 12'
516N TO HAVE AN E6651 -ELL FIN15H QI TO 14
DE6REE 6L055 ON 60 DEGREE 6LOS51MET .
CONTRAST BETWEEN CHARACTERS AND BACK&ROL1l
TO BE 6REATER THAN 10%
CONTRAST (PERCENT) • ((BI - 52)A31) X loo, WHERE
BI = LIGHT REFLECTANCE VALUE OF L16HTER AREA
B2 . LIGHT REFLECTANCE VALUE OF DARKER AREA
H NDICAP FAM,KING SIGN,
51AILE , NONE
IS" IY
1 NOTE, DIREGTION OF ARROW TO
AHV BE DETERMINED BY CRACKER
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0 rZKII� f `.T EW4E of sl6.T m K Na Cloycq
- THw Io' To ANY PRCFERT'( W,4E.
I
DRILL (Z 1/4' 0 HOLE5 IN POST
AS SHOWN. INSTALL SI&IN TO POST
WITH (2) 1/4' X 4 12' 6AILV. LA&
to BOLTS. 516N TO BE CENTERED
ON POST.
4 X 4 X B' P.T. POST. PAINT WITH
&LIDDEN •IOITT - CEDAR.
FINISH GRACE
bO LB. BAS COW- MIX
n
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Gid/DMS DDNCCTUDHAd 808HO
5CALE. NONE
N
�-
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S AHP-2DBK15
LOW-_
Q
AS SHOWN. INSTALL SIAL OST
POST
IL
0000
%'
WITH (]) I/4' X 4 12• &ALV. L L
DDD
o;
c g
BOLTS. BIEN TO BE CENTERED
b
3'0 X 3' BLACK CAST ALUM. FITTER
I
ON POST.
4 X 4 X 8' P.T. POST. PAINT WITH
...Mo... Y,..y
O S
N
SUDDEN SIOT - CEDAR
W
FINISH SPADE
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GATGH BASIN FRAME 4CURB
60 I.B. BAS GONG. MIX
ORATE - SEE CATCH BASIN
ROTE: "be K �NID
SCHEDULE, SHEET G2
ry
'I
24"
n
µe C+-�sEa rRA„t
Vi
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IPI
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O
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,r
••
Z
O
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LJ
~
L�
STEPS 12' OC. b "�
'�
n
W
HO T rNi ACTOR-7RABLEIR
80GHS
SCALE: NONE
i, f�•noN�P" , I SEE 51 FEET C-2 FOR
MATERIAL, SIZE AND SLOPE
n n n
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mcoc cc mc
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9 9/29 S 2" NE7ER/VALVE VAULT ODEWL
SCALE. NONE
HEN SAN. 55 ER LRE
SEE PLANS FOR SIZE,
MATL, / SLOPE.
10 o
SEE PLAN FOR NEN
INVERT ELEVATION
O EXISTING SAN. SEVER MANHOLE
SEE RAN FOR INVERTS AND SEWER
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C o 2
0
o z
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CLADS 'B' V O
CONCRETE
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SEWER DROP INVHtT
TO MATCH EXISTING
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SCALE . NOW
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O FABRIC, SILT
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ry
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V V
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SCA__: NONE
FIRE HYDRANT - TYPE AND ,
SIZE TO COMPLY NITA
AUTHORITY HAVING,
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4 1/2' STEAMER NOZZLE
SHALL FACE ROADWAY,
CONCRETE THRUST BLOCK
z gg
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ALL SLEEVES TO EXTEND 2' BEYOND BACK
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OF CURB, BOTH ENDS
II I
QQ
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IZ I
11
NO 90. OR 45' COMP ING5 ARE TO BE
CURB AND ER YHERE CURB
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USED ON SLEEVES
O
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m
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00
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I I
SLEEVES MIST BE STRAIGHT TO .ALLOW PIPE TO
Ib' OR TO PAVEMENT BASE
o
-1
I I I I
L----- L -J
WRITE OR PAINT 'SLEEVE' ON STAKE
Fl -
5' VENT
SLEEVES NOT INSTALLED AT PROPER DEPTH "LL
BE REINSTALLED TO CONFORM T(O DETAIL
1500 SAL MIN PRE -OAST
-
HEAVY Wry TRAFFIC RATED
CONCRETE SEPTIC TANK
HEAVY DUTY TRAFFIC RATED
- —
T
— — — — — — -
CAST IRON MANHOLE FRAME 1 (OESISNED FOR HEAVY
CA5T IRON MANHOLE FRAME l
COV20' MIN. OPENING,
ER
TRAFFIC LOADING,)
DOVER. 20' MIN. OPENING,
nIH"
(5WARE OR ROUND)4'
PIPE
(5Cl)ARE OR ROUND)
OUT
SRINTO PLACE
MIN.
SRCNT INTO PLACE
STRAW BALES - WITTED
ANCHOR BALES WITH TWO
TIGHTLY WITH HO SAPS
STAKES DRIVEN INTO 6ROUND
2• IN..
STRAW BALE
®ENTAIL
FLOW
6 i T
BRICK OR
CONCRETE
SCALE. NONE
RISER
2. MIN.
_.
� �
b' PJC, MIN.
� ILL
b' OPEN TOP
n Q
SAN]. TEE (TYP)
NAME OF SERVICE
4• SANT.
CAST IN TOP
ELBOW MIN.
FINISHED SRADE
5' MIN.
13 CAPAGITY
OR PAINS
.,I CAPAC41
NOTE.
J
CONTRACTOR To VERIFY WTH LOCAL VnLItt
ib' x 18' x b' CONCRETE PAD
COMPANY RE(a)IREM15NTS FOR SIZE OF &REASE
CROWI TO SHED WATER
TRAP.
E TRAPDETAIL
AIRON
VALVE Box®REW
BASE
SCALE . NONE
TERMAIN - SIZE
SHOVFI ON PLANS
IRr+44A
SEE PLANS AND -/ - PLACE 6. OF GRAVEL
SPECIFICATIONS FOR IF ON ROCK
512E AND TYPE OF VALVE
VALVE BOX DETAIL
SCALE , NONE
FINISHED &RADE
SEE PLANS FOR JOHN BOUCHARD 8004
ACTUAL LOCATION 1--T VALVE BOX OR ELIUAL
24• X 24• X 6•
CONCRETE SLAB, TYP.
SHUT-OFF VALVE, TYR.
1/2 CU. YD. 157 57ONEE \ AND V S SLEEVEy
AND VALVE
AROUND WEEP HOLE
CONCRETE SUPPORT WATER MAIN - SIZE
BLOC` NOTE. SHOWN ON PLANS
PROVIDE RODDING AND/OR PLACE b' OF ON
VEL
ROCK RESTRAINS TO BE STAIDS O THRUST BLOCKS FOR BEDDING IP ON ROCK
T
STEEL ALL -READ RODS [R
MEG -q -();g FI.ANBES MECHANICAL JOINT PIPE.
FORE rHiYDRAHT DETAIL
SCALE . NONE
J.R. SMITH 4245 OR EQUAL
C.O. WITH COVER
FIN GRADE OR PAVIN61
SEE LP -I FOR SIZE
AND MATERIAL -
24' . 24' x 10 -1/2 -
THICK GONG. PAD
EXTENSION - SAME SIZE AS SEVER
L ONS SWEEP OF - Y • e 22 1/2 °BEND
II
E TEFI(�?f`; (;LFANI��UT DETAIL
ma
f
Tm
RETE KIGKBL
.e,
400900 0* and a-ln• EMW 22-1n• BEW
1
NOTE.
DIMENSIONS OF THRUST BLOCKS ARE SUITABLE LF' TRI) b'0 PIPE
THRUST BLOCK DETAILS
SCALE, NONE
CONCRETE CURB
t GUTTER
V�
PAVEMEMT
BASE
FIItiII�.,. �COMP'ACTED5A3-BASE
SEAL END OF SLEEVE WTH IRRISATION SLEEVE - 5EE LANDS(GAPE SHEET
DUCT TAPE (TYPICAL) LP -2 FOR SIZE, MATERIAL a LACTATION
ORRO®ATAON SLEEVING DETAIL
SCALE, NOW
DIA
CUT AND REPLACE ff I5TIN6
PAVEMENT AGGORDIN5 TO
LOCAL SPECIFICATIONS
97
T - SEE
TYPOR SIZE,
E / Ott.
�3:N
iliaV 40
ALL SLEEVES TO EXTEND 2' BEYOND BACK
00r
OF CURB, BOTH ENDS
EARTH OR SILTY CLAYEY
QQ
® 6
�0 0
SAND MEETING SPECS •
NO 90. OR 45' COMP ING5 ARE TO BE
45% COMPACTION
G
PAINT TOP b' OF STAKE WITH
USED ON SLEEVES
FLOURESC84f ORANSE PAINT
C
C 419ED STOKE BACKFILL -
00
E
SLEEVES MIST BE STRAIGHT TO .ALLOW PIPE TO
Ib' OR TO PAVEMENT BASE
o
BE INSERTED BY IRRIGATION CONNTRAGTOR
MINIM)M ABOVE TOP OF PIPE
WRITE OR PAINT 'SLEEVE' ON STAKE
SLEEVES NOT INSTALLED AT PROPER DEPTH "LL
BE REINSTALLED TO CONFORM T(O DETAIL
BEDDING. 6' MIN. -
'O" y ov
2 X 4 WOOD STAKE •
CONTRACTOR TO VERIFY SLEEVE INTEGRITY PRIOR
T
END OF SLEEVE
TO FINAL PAVING,
-, ow
�.
///��� PLANTNO MIX OR TOPSAIL
/ \ 5Ef LANOSGAPE PLANS
nIH"
/ \
f
Tm
RETE KIGKBL
.e,
400900 0* and a-ln• EMW 22-1n• BEW
1
NOTE.
DIMENSIONS OF THRUST BLOCKS ARE SUITABLE LF' TRI) b'0 PIPE
THRUST BLOCK DETAILS
SCALE, NONE
CONCRETE CURB
t GUTTER
V�
PAVEMEMT
BASE
FIItiII�.,. �COMP'ACTED5A3-BASE
SEAL END OF SLEEVE WTH IRRISATION SLEEVE - 5EE LANDS(GAPE SHEET
DUCT TAPE (TYPICAL) LP -2 FOR SIZE, MATERIAL a LACTATION
ORRO®ATAON SLEEVING DETAIL
SCALE, NOW
DIA
CUT AND REPLACE ff I5TIN6
PAVEMENT AGGORDIN5 TO
LOCAL SPECIFICATIONS
97
T - SEE
TYPOR SIZE,
E / Ott.
�3:N
I
I
I
26' MINIMIM TO
FINAL GRADE
CALL FILL TO BE ANGULAR
\' A66RESATE (GLASS 1) OR
SILTY CLAYEY SAND
(GLASS IU MATERIAL
CULVERT - SEE PLAN
FOR SIZE N MATERIAL
I
I
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PAVEMENT 1
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6
24" PIPE - SEE PLAN
FOR SIZE d TYPE
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CALL FILL TO BE ANGULAR
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SILTY CLAYEY SAND
(GLASS IU MATERIAL
CULVERT - SEE PLAN
FOR SIZE N MATERIAL
I
I
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PAVEMENT 1
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6
24" PIPE - SEE PLAN
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SCALE . NOW
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N/F GUTHRIE 1 ml I\ Z I \
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ZONED: B-22 USE: BILLBLLB OARD GN =A, I \ l- 20' DRAINAGE ESMNT
CURVE No. 01
A = 00-15-14 1
RADIUS =5623.58 1
ARC =24.93' 1— —
TANGENT =12.46' 40' LLWAY ESM'T
CHORD =24.93' S
CH. BRC. =N 46'46'19"E
1 43' /
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5
DTH UTILITY W. PRIOR TO PaIRINs
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5PRINKLER R15ER 4 51AtF .E COM'.
II �I
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BY OTHERS
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e 1.R
16 LP. 6' PVC
O I.R6%
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(VERIFY)
46 LP. 6' PVC
e I.RB%
104 L.P. 6' PVC
S I.R6%
SAN. LINE
4' VENT LINE
4' GREASE LINE
6' 6REA5E LINE
INV • 12150
SANITARY
6REAfE TRAP
(SEE DETAIL SFIET)
SU86MTED 6,46 5ERVICE LOCA
PINAL LOOATION BY 6A5 UTILITY
0"t[ANATE KTH 6A5 CO.
20'
RE HYDRANT A55EI•BLY'
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INV IN=725.07
INV OUT -725.11
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INV " *1405, PREVENTER FOR IRR16. SYSTEM
CROWD. sT16.6S
4 - , 659 -- -
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CROWD. sT16.6S
4 - , 659 -- -
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E% NH RIM=713.45
INV IN -704.55
INV OUT=704.15
\ 1 _E%. 12' D.I. W/M _
_207'-8• PVC SAN. SEVER O 4.411
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BRICK OFFICE
BUILDING
� I III
L_-�
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SHENANDOAH PROFESSIONAL CREDIT ASSOC.
FEDERAL BANKING ASSOCIATION OF WINCHESTER
DB 382 P 74
ZONED: B-2 USE: BUSINESS
N/F
INTERSTATE PROPERTIES L.P.
DB 556 P 706
PARCEL 5
ZONED: B-2 USE: VACANT
NOTES
A. CONTACT5 FOR.
WATER, GITY OF WIWHESTER
ROU55 CITY HALL
WINGFESTETZ VA 22601
,LSSE MOFFE,T
(103) 661-1615
5EYER, CITY OF WINCFESTER
ROU-% CITY' HALL
WINGIESTER, VA 22601
.ESSE MOFFETT
(103) 661-1615
6A5. SHENANDOAH SAS
PO. BOX 2400
WINCHESTER. VA 22601
JOHN POPOVICH
(703) 069-II11
B. PER50NS U51N6 THIS DRAWING SHOULD CONTACT LOCAL UTILITY'
COPHPANIE5 FOR EXACT LOGATION5 OF UIVf3R64?OUND VTILITIE5.
C. 6A5 LOAD:
OUILDIN6 HEATING - ROOFTOP LNIT5: 1105.0 MB.H.
MAKE UP AIR I.NIT5, 285,0 HEIN.
WATER HEATER5 - 2 O 1994 MGH EACH 399.9 MB.H.
KITCHEN EOUIPFENT 896.1 MBH.
TOTAL : 3286.0 MB.H.
WATER:
I - 2-I/2' DOME5TIG LINE, 1000 - 12,000 GALLONS PER 24 HOUR
PERIOD.
I - 2' OR 1-I/2' IRR16AnoN METER.
FIRE PROTECTION:
ORDINARY HAZARD - OROVP I
5CHEOULP PIPE SYSTEM OF NF.PA 13.
I - 6' FIRE LINE O MINIM)M 150 6P.M.
5E ER:
6' LIPS: 4,000 - 9,000 6AL1-0PL PER 24 NOW PERIOD.
-725
SEWER LINE FROFILE
I"= 5' VERTIGAL
I"= 20' HORIZONTAL
-725
5' P17T li.
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STORM 58.02
jh
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515ER
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•
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156'
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FIRE HYDRANT
FIRE LINE (PROP)
:.
POWER POLE
• PP
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LISW PCALE
24' RCP (F-V5T)
TL
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Ta
N/A
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PATRICIA G. BIGGS
2 STORY DB 412 P 639
BRICK ZONED: B-2 USE: RESIDENTIAL
DWELLING
. o—LEGEND----*.
SCALE: �• - 2000•
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A = 00-15-14 1
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ARC =24.93' 1
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CHORD =24.93'
CH. BRG. =N 46'46'19'E V
II
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LOCATION OF 14I6FR15E 516N. BKTRIC CONTRACTOR TO 5TU5 UP
INTO DISCORCCT AMJ MAKE POYER CONFECTIOTFa. COORDINATE
EXALT INSTAI.LAT10N REQUIRE1 VNT5 WITH SIGN COI•IPANY.
I
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5675,09.E ti 754.43'
O2V PVL CONDUIT WITH
1 / RIBID TLRN-I.P
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APPROXIMATE L.Q:ATION OF TEL. BD
(SEE BLOC,. DHSS BY OTHERS)
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1 STORY I III
BRICK OFFICE
BUILDING
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SHENANDOAH PROFESSIONAL CREDIT ASSOC.
FEDERAL BANKING ASSOCIATION OF VANCHESTER
DB 382 P 74
ZONED: B-2 USE: BUSINESS
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DB 556 P 706
PARCEL 5
ZONED: 8-2 USE: VACANT
NOTES
A LIFi/R GIRLIIIT TO 'LO' PANEL PHOTO CELL CONTROLLED) U51N5
TIRES CIRCUITS. MINIMUM V 5CH. 40, P.V.G. CONDUIT. MINIMJM
410 A445 CONDIIGTOR5.
B. CDN PVIT TO Be A MINIMA4 OF 24' BELOW FINISH 6RADES (SEE SHEET
UZ. y
C. TEEF1IONE REOUIRENENTS,
I. ONE VOICE GRADE I F3 'DIAL ILP' BUSINE95 LINE
2. ONE PUBLIC PAY TEL5-140 E
D. ELECTRICAL F!E iJIREYENIS,
I. 120/206 VOLT - 5 PHA5F, 4 HIRE, 1600 AMFS, 314.4 KW MAIIIMM /
2. 41652 KW CONNECTED LOAD. �/
3. MW 1/2 0E516NE1 FOR 42DOO AMPS RFS SYSTEM INTERRLPTIN6
CAPACITY.
4, MINIMUM FEEDER AMPS • 1229.96
5. FEEDER AMPS US® • WOO.
E. 6ENBRAL CONTRACTOR 15 RESPONSIBLE FOR CONDUIT HO KRIN5 TO
ALL 516N5.
F. CONTACT FOR FL.EGTRIGAL- POTOMAC EDIS 1
PA. BOX 3200
WRKAE51'ER, VA 22601
G+LV-K AMU
CI03) 122-0650
6. CONTACT FOR TELEPHONE, G 4 P TELEPHONE COMPANY
9 N LOUOON STREET
WIN'.NF_STE, VA 22601
BOB KAVAL
(703) 665-3150
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2 STORY
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23 -WHITE PINES
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DB 412 P 639
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NOTE, FIXTLRE ' E' TO BE FIELD LOCATED BY PRO.PCT MAHABEL
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BRICK
DWELLING
23 -WHITE PINES
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NOTES
I. SEE 6RADINS RAN FOR LOCATION
AND ELEVATION OF CONCRETE PADS,
SIDEWALKS AND PORCH AROUND
BUILDING.
2. EXTEND INTERIOR BLOCK WALLS
TO 6' - W A.F.F. TYPICAL
3. PROVIDE WOOD STIRS FROM BLOCK
TO ROOF DECK AND ENCLOSE W/ 1/2'
N.R. GYP. BO. AT EXPOSED AREAS.
PROVIDE A 1/2' WR GYP. BD.
CLOSURE AT BOTH SIDES AND FILL
W/ 6' BATT INSUL. AT ALL WALLS
AROUND PUBLIC TOILETS,
OFFICE 'A' AND 8', LOUNGE,
TRAINING ROOM, AND EMPLOYEE
TOILETS. (SEE DETAILS ON
RAISED CURB SHEET A-5)
FOR CULLI6AN
:aUIr
ENT4,�AND � 4. PROVIDE AND INSTALL SPECIAL TILE
BASE DETAIL AT DININ6 AREAS.
SEE SHEET A-1 FOR DETAILS.
PROVIDE AND INSTALL INSIDE CORNER
PIECES AND R16HT AND LEFT SIDE END
TRIM PIECES WERE REQUIRED.
5. MOUNT SHELVES ON KV BRACKETS
AND STANDARDS. MOUNT STANDARDS
AT W AF.F. AND PROVIDE 5 SHELVES
UNLESS OTHERWISE NOTED. AT CLOSETS
'B' AND 'C' PROVIDE (2) 16' DEEP SHELVES
W/ (3) 12• DEEP SHELVES ABOVE
6. EXTEND WOOD STUDS TO ROOF DECK
AND PROVIDE 6' BATT INSULATION AT
HALL SEPARATTNI6 WAITH6 AND CASHIER
AREA FROM STORASE 9' AND MEMS ROOM.
PROVIDE I/2' CO PLYWOOD BACKUP UNDER
3/6' RS PLYWOOD AT HAITIN6 AND CASHIER
SIDE OF WALL. PROVIDE 1/2' A/C PLYHOOD
AT STORA6E E' SIDE AND AT MENS ROOM.
PROVIDE W.R. 6YP. BO. OR 1/2' MARINE PLYWOOD
OVER STUDS TO RECEIVE CERAMIC TILE.
1, 6ENERV- CONTRACTOR SHALL PROVIDE
(3) 1x10 WOOD SHELVES W/ (3) STANDARDS
AND (3) PER SHELF BRACKETS. PANT
ALL 'CRACKER BARREL' BROMN
D. (3) 3'-0' u 12' DEEP WOOD SHELVES MOUNTED
ON PE6-BOARD 54', 66', AND 16' AFF.
(SHELVING BY OWER INSTALLED BY 6G)
BRACKETS AND STANDARDS SU'PLIED
BY OWER AND INSTALLED BY 6C.
9. GENERAL CONTRACTOR SHALL PROVIDE AND
INSTALL PEC -BOARD - CUT TO FT AMC)
ATTACH PER DETAIL II/A1 - DO NOT PAINT
PEGBOARD.
10.6ENERAL CONTRACTOR SHALL PROVIDE AND
INSTALL 12'-0' LONG x 4'-0' HIGH PEC 30ARD
(M aNT BOTTOM OF PEGBOARD AT 3'-6'
AFF. ATTACH PEGBOARD PER DETAIL II/Al
DO NOT PAINT PEGBOARD.
II. 6RNERAL CONTRACTOR SHALL PROVIDE AND
INSTALL 4'-0' x 6'-0' PECA30ARD. ATTACH
TO END OF SHELVES. MOUNT BOTTOM AT
W A.F.F. PER DETAIL II/Al. DO NOT PAINT
PE6BOARD.
12.CEMER4L CONTRACTOR SHALL PROVIDE AND
INSTALL 4'-0' x 6'-0' H1614 PEGBOARD
MOUNTED I'-6' AFF. AT 5TORA6E 'A' ATTACH PER
DETAIL II/Al - DO NOT PAINT PE680ARD.
O.ELECTRICAL SWITG45EAR t CLOSURE
PANEL ABOVE - SEE DETAILS 14 WAS
14.4' P.V.C. SLEEVE FOR THRU-WALL DISH
MACHINE CHEMICAL LINES. CENTERLINE
LOCATION 24' AFF.
15.CLOSURE STRIPS FOR FREEZER AND COOLER
SHALL BE PROVIDED BY CRACKER BARREL
OLD COUNTRY STORE, INC. AND INSTALLED
NOTE BY 6ENERAL CONTRACTOR
16.6ENERAL CONTRACTOR TO LOCATE FIRE
SUPPRESSION CANISTERS AS HIGH AS
POSSIBLE BELOW CEILIN6
Il. VINYL CURTAIN AND FREEZER DOOR
FU2N15HED AND INSTALLED BY KITCHEN
EQUIPMENT SUPPLIER
18. INSTALL OWER PROVIDED (6) 5'-0'
KV STANDARDS AT TH15 WALL FOR
OWER PROVIDED BRACKETS AND SHELVES
MOUNT 130TTOM OF STANDARDS 6' A.FF. AND
SPACE STANDARDS AT 12' OC.
19. ALL PE65OARD TO BE LAMINATED W/
CLEANABLE SURFACE - COLOR. WHITE
20. PROVIDE EXPANSION JOINTS 15 SHOI-N IN
DETAILS I6 4 17/A-1 AT ALL LOCATIONS
WHERE TILE 15 THIN SET t MEETS ANY
WALL OR CURB.
WOOD FRANMN6
2x6 STUDS UNLESS OTHEXWSE
DIMENSIONED OR NOTED
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