HomeMy WebLinkAboutSDP200000155 Plan - Approved Stormwater Management Plan 2001-03-27(NTS)
LOCATION MAP
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\ / _ I +III IN GRASS AREA AROUND TOP 469.43 ;. 469,23 i /� i f � ( III I' i' (�
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TOP 442.37 I 1 I I 11 \'' I \'" ��. �� \ ' y\ \} k. \/ / ��/\\\ REMOVE EXISTING CURB I i k)) ` �'\� I I I(I 1 architectural loos for the exact number, size,
LE.(IN)433.67 ,�' qI _ i I 11 l II!1)' y'lytlt IIIIIII /y\ \ ` i \%� }\ Y` T \ \ / �/'\ \ /\ / \ J III I I i I p
I.E.(OUT 433.47 ll/ o i l 1' \ /\\ /' \ \ Y\ 0 AS NECESSARY TO I I I'
+ I 1 11 n \ k l ,� I+ and location o roof drains.
> 1 - I i i i i !``II I1i11 \ ' � y ` `\/ f� �\ \ \ 18" CPP%� { , < / 1 � / /� I \� \ CONSTRUCT NEW SIDEWALK � 11 III i i N
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44\ -- �cBMH1,1l1u,1i;Ii +�y y`It, \/ �� / Xy \ ` ./ xy. X\ \ _ - ___ IIII �I ' 2. Information concerning the underground
_ R TOP 44G1,63(t ,'I \ /' \ /` /',
5" cp 1 i �/ , / \ CPP (TYP) \ ill ==�- -� �/� I III ` - 1
/ �rCBMH -_ LE.(IN 435.2 l�i,SE'-t:+ti = _ __ _ '- _ ' ... 111 6 / / I o utilities was obtained from available records
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TOP 440.69 ,-. 0 `\
OUT E ( )42c.°' _ _ _ _ _ _ _ _ , /'- �__ _ .____ __L - -_ - - -L _ _ �,\ I and field locations when passible, but the
�� /�LE.436.74 Qa0 \\��\��\ �\ LE!(3051N)408.�`� 17 - - = _- - --- -----`------ - 17 /1 i' po \( I\� \ -- I vlll III SDMH
- RIM 466-.0- - - - - - - - - - - - - - - - _ _ ( - -/----- ._ / 6 contractor must determine the exact location
/ y II \ \ \ \,,\I E(24"ifJ)425.23_ B _ �`-------� `-__________- ~-- _----- -RIM 468.0 ,-' ,�3 _ 1 �I / LE. and elevation of all existing utilities b
n / /\\\2�Rc \ \\�;•`�LE.(12 IN)429.83�=_ --�-� - - - -- ' ---- --- 465 - /- c� /' - / i /V' �� r) / 2"Rr_P digging test '" g y
- , \\ -) - -� ---_-- - _ ----- -- - - - --- / �� gg g s pi.9 by hand at all utility
^� ,E(4__OUT407.33------- ~ `_� -___ --- -- - - -�� �` / III
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;/ \\\\\\ CBMH^- - __ -_lam �--=`--_____--_---____--- _ --_--_ - Ca -J SAM S � �,�� A i � /�/ crossings well !I� advance of trenching. If
Z - \\\\\� , -TOP 438.62 - - - - - - _ - � - - - - _ - -- -- _ - = -_ _ 4s - _ - ` �/� TOP <is9.24 ! SIGN �� "' D o \\ '' �-) clearances are less than s
O�✓mac, v• .E.SIN 43.3.52---_----�~-_- _\� _ ------_-- CBMH ---_ 0 `- ✓, ��I.E.(IN)455.14 ) s .g \ l I I pacified an the
Y�C \ `b,� n� 2-=== `- -- '---- _-_- TOP 451.38 - - � `-� LE.(OIJT)455.04 % r I \\ - �_ `� 6 I / I plan Or 12", whichever - I.E IN 433.5 - � � - h ��// chever I$ less, contact the
�� ,LI7^ - ' - LE.(OUT)433.32 SIGN ': 'S 37'11'45" W - -_ LE. 445.66 4 _ ,- --�� _ 2"RCP z z 848.05' --- - ° 0 // \\ �12"RCP
CBMH y c 55 _ � _ � ;�,_� _ \� m ��_' �� _ - _ _ ,/ �6 \ design engineer and the owner prior to
-FE-_ 61 ---
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TOP 437.83 2"RCP � \ CB 1'
` _ / ��j/ �� \ proceeding with construction.
V 437 LE. 433.93 _ '�-_ \1L"RCP TOP 459.26 - - _ // CBMH %/ TOP 458.39' �-
\ / 1 1 _� �c - - E.(IN)454.36 -� �� -�_ - _ � � - -- - - - - --" I.E. 454.09
\ _ = =---�---T - - --- /LE.(OUT)454.26 - /-- --- ---- - i
TOP 461.29 J
��r � - \ N � w Gp / , / 4� ,�v / , _�, E. 456.04 �,� 5$ �,� 3. The contractor is responsible for the
\\ YELLOW uN � 1 I " ° / a a 50' ACCESS EASEMENT _ _ - ter- - - o a `` " design and im_'ementation of all sheetin
\ , ,1 1 � I � ( / / I \ \ ; I t /I I / g p g,
/ I �\ \ \ ( , I i �\ \ E 1 _ _ _ _ _ - - J 1 / shoring, bracing; and special excavation
/ �� - - -� = -- -- -- -,- - - ram_= `�- = `- �.� - a. _ - _ _®i �a _,� ��� - �•� _ �=--��--c.�-= - �.
_ - _ � �1= '= - - - �� _ _ F �X_ i.- � - - - - - measures requir d to meet OSHA, federal
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TOP 436.96 ✓-` _Z 436 i_� _ _ CBMH - \ - i J - - �� 1 \
jj _> \� // S state, and loccll regulations pursuant to the
LE.(IN)429.16 ,`�, -_ �� ij TOP 438.36
E.(OUT)429" I / � I.E. 434.10 ", SIGN Installation of the work indicated on these
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EOUNDATI�N SUBSURFACE PREPARATION
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR
SDMH SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO
TOP 4)6.18 BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE
I.E. 403,68 BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO
THE BUILDING PROPER (REFER TO DRAWING SHEET SP1) AND TYPICALLY INCLUDE,
BUT NOT LIMIT TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS,
STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER,
COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED,
DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE
APPURTENANCES.
TB II,;�/?6 ��IiI ,/// TBM
TOP 434.70 I p
IE.(OUT)431.90 ' �l 'l Ili -ti'1l 426 / / ,
TOP OF FIRE HYDRANT
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/ TOP 424.571i
LE.(IN)421.27 CBMH / / ,
TOP 425.52 / /
LE.(OUT)421.1 'R P , _- SDMH
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5'RCp 3 / LE.(OUT)417.52 / SSMH / LE.(IN)417.05
/ "X � - / TOP 421.49 LE.(IN)404.80
/ I.E.(IN)414.19 I.E.(OUT)404.60
CB �, J /' I.E.(OUT)414.04
TOP 433.88 Y flI 40"RCP ' t'j / /
I.E.-HOLE CUT (`� l �8"LINE 10"CLAYS
N PIPE 405.88 '1 �i SS t S S�' ' SS /
\/ /
% " I / SDMH \ / / /
/ TOP 424.24 / / /
,'�,/) D / LE.(IN)420.54 / \� / / /
/j "'�LE.(OUT)419.44 �\I � /
-�' / � ��� i��_ i
-- - _ 1 I i \ �_ Ii I 1!
\ C --_�, No n li \ 11
\ U. S. ROUTE 29 I / I I
\ /// \ , , \ / , / / ) / ,
°� �-� �� 8"RCP i , -� -� -,- �7, :� 1 j -y-- >
°.o�
- � '.... 1 GUARQRAIL�� o
-1
ESTABLISH THE FINAL SUBGRADE ELEVATION AT 8 INCHES BELOW THE FINISHED
CONCRETE ELEVATION WHEN USING 4 INCH SLAB, OR AT 9 1/2 INCHES BELOW THE
FINISHED CONCRETE ELEVATION WHEN USING A 5 1 /2 INCH SLAB TO ALLOW FOR THE
SLAB THICKNESS AND A 4 INCH SUBBASE. THE SUBBASE SHALL BE CLEAN
SAND(SW OR SP), #57 CRUSHED STONE OR VDOT #21A CRUSHED STONE THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL
CUT 'AND FILL DEPTHS REQUIRED.
EXISTING FOUNDATIONS, SLABS, PAVEMENTS AND BELOW GRADE STRUCTURES SHALL
BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATION, TOPSOIL,
ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE
UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOF ROLL EXPOSED SUBGRADE.
REMOVE AND REPLACE UNSUITABLE AREAS WiTH SUITABLE MATERIAL. FILL MATERIAL
SHALL BE FREE OF ORGANIC, AND OTHER DELETERIOUS MATERIALS AND SHALL MEET
THE FOLLOWING REQUIREMENTS:
PLACE FILL MATERIAL IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS.
ADJUST MOISTURE CONTENT TO BE WITHIN 4 PERCENT BELOW TO 4 PERCENT ABOVE
THE OPTIMUM VALUE, AND COMPACT TO AT LEAST 95 PERCENT OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698).
THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND
CONTINUOUS SPREAD FOOTINGS AT THE WALLS.
THE FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE
SITE WORK SPECIFICATION. INFORMATION COVERED IN THIS PREPARATION GOVERNS
OVER THE CONTRACT SPECIFICATIONS. REFER TO THE SITE WORK SPECIFICATIONS
AND GEOTECHNICAL REPORT BY McCALLUM TESTING LABORATORIES, INC., DATED
JANUARY 2, 2001, FOR INFORMATION NOT COVERED IN THIS PREPARATION. THE
GEOTECHNICAL REPORTS IS FOR INFORMATION ONLY AND IS NOT CONSIDERED AS A
DESIGN SPECIFICATION,
CAUTION NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED
ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONS-
IBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
EXISTING UTILITIES BEING EXTENDED INTO THE SITE SHALL MEET ALL THE
REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR IS
RESPONSIBLE TO COMPLY WITH ALL UTILITY COMPANY SPECIFICATIONS AND
REQUIREMENTS.
LEGEND,
EXISTING PROPOSED
23.8
I - - - ", - - I'�_�'
DESCRIPTION
SPOT ELEVATIONS
CONTOUR'S
® ■ CATCH BASINS/INLET
�7
STORM DRAIN MANHOLES
191r RIr ♦ .._
drawings. The Owner and the design engineer
accept no responsibility for the design(s) to
Install said items.
4. All in -place culverts will be protected by
the contractor during construction. Any
damaged or crushed pipes will be replaced
at the contractor's expense.
5. The erosion control devices installed will
be maintained for the duration of construction
until the site Is completely stabilized. Refer
to erosion control plans.
6. Storm drain pipes will be Class 3
reinforced concrete pipe (RCP), or corrugated
polyethylene pipe (CPP).
7. All slopes 311 and steeper shall receive a
curlex erosion control blanket.
8. All sitework shall meet or exceed
standard Wal-Mart sitework specifications.
9. Boundary � Topographic information
obtained from survey by Freeland-Clinkscales
Associates, Inc. dated 10-24-92 phone (864)
271-4924. Please refer to sheet 2 of 12.
AIY�iJ'VD 1
Albemarle County Engineering & Public Works '
{
Date: ° - -
II File: A d ,+ /" !%
Signature
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IIIIIIIIIIIIIIIIIIIN
DRAWN
JBS
CHECKED
CAG
DATE
2-22-01
SCALE
I" = 50'
JOB No.
00.042
SHEET
(5
OF 12 Si -SETS
470 /Ex 1
19
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460
WATERTIGHT, TYPE
FRAME AND COVER
BY
EAST JORDAN IRON
WORKS OR APPROVED
EQUAL (SEE DETAIL)
REMOVABLE
CAP
PROPOSED
GRADE
18" RCP '000 0
I.E. OUT, 450.48 0 14
70 LF 15" RCP CL IV 3)
N o 0.5 % SLOPE
- Qo = 5.1 CFS
0 0 Vio= 5.4 FPS
0 +
0
470
EM
FWX
EXISTING GRADE
100-YR W.S. ELEV. 453.49
EXTENDED DETENTION
W.S. ELEV 453.2
TOP OF DAM ELEV. 456.0
STONE CHECK DAM BERM
I r
TO 3" ST0r4E OVER
R PIPP4
IPRAP
POND BOTTOM ELEV. 451.0
4" PERFORATED
PIPE WITH 2"
INTERNAL ORIFICE
COVERED WITH RIP PAP
RISER
SEE DETAIL
THIS SHEET
NOTE
DIAMETER OF PERFORATIONS TO BE I"
MINIMUM NUMBER OF PERFORATIONS 16
VVATEI� QUALITY POND OUTLET PROFILE
SCALE -
HORZ. I"= 50,
VERT. I'= 5'
r
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SCALE :
HORZ I"= 50'
VERT. I'= 5'
IIIIMIIIIIr
........... ........ ..... ... GROUT PER
.... _0D .. ...........
.... .......... ........ ................... . .
SPECIFICATIONS _D
*D"ODOD". ,a'D'0-'0 .......... OD........D.
'....'D'ODO 0..'... ...............
............... ............. .......... .... ............
...........
............. .................................. .......... ............. __ .......
PLACE RIP -RAP AND LEAN GROUT IN ALL AREAS INDICATED ON THE DRAWING. THE STONE SHALL
CONSIST OF FIELD STONE OR ROUGH, UNHEVVN QUARRY STONE AS NEARLY UNIFORM IN SECTION AS IS
PRACTICAL THE STONES SHALL BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, AND SUITABLE
IN ALL ASPECTS FOR THE PURPOSE INTENDED, UNLESS OTHERWISE SPECIFIED, ALL STONE USED SHALL
BE PER VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS.
SEE PLAN FOR SIZE
�?IP-i?AP PAD
F=OQ SLOPE PROTECTION
N.T.S.
A I r-111 A nlCcn I AO" 1AII-r1 1
QISEQ DETAIL
NTS
NN
CONCRETE
FLUME
CURB
OUTLET.AT
b to
z
CY
i JrRANSITI
4 -B"
PLAN
TYPICAL CURB E GUTTER
SEE DETAIL CONCRETE
FLUME
ILI I:=
SECTION A A
2'-0"
M
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J4411t $;I LA0
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41"
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SECTION B B
6" 6"
5' F
_C" 3000 P.S.I.
CONCRETE
6"
SECTION C C
CUQB OUTLET
AND
CONCRETE FLUME DETAIL
(N.T.S.)
BASE FLANG E MANHOLE AND CAT'CH BAS 5 N COVERS
7
Heavy Duty
Machined hearing surfaces
22 3 5" Specify type cover or -rate
X,
0 tions:
Vented or Classic
1_23"I�IA F "'.1 4 Solid, Vented or Classic Covers
'd _s
58 rWatertite Assembly
52- Adjusting Rings
21 D[A] Gasket Seal Covers
533- i I
L2_s' 13/8 D I A ht. - 02 e, 9 " fit. - 03 Beehive Grates
" 34' DIA_"
364-
All 1020 covers and grates can be furnished with the
following units.
Tabl,, of Assembled Weights
coyrR TYPE
CATALOG
Total Wt.
Total W
Total Wt.
Base
Height
NUMBER
W/Ext,a
Heavyy Duty
WJHo' y
Duty
Medium
WIDoty
'"ge
DFDiameter
o
r-
1037
295 1b,
260 lbs
235 1b,
34"
1
(1341,g)
(I I Skg)
(107kg)
(864..)
(102..)
1880
1 375 lbs
350 lbs
315 lbs
32M"
4'
(170k,,)
(159kg)
(143k,)
(826-)
(102,)
_3
1
�'
2111-
210lL,
34'
1"
'�I-)
4
( I 25kg)
(I 13kg)
(a 64mm)
5 2-)
1022-1
290 ibs
255 lbs
230 lb,
34`
7"
(I 32kg)
U 16kg)
(10,1kg)
(8 64m�))
i 8o,m)
1022-2
335 las
(1521,g)
300 lbs
(I 36kg)
275 1b,
(125kg)
34"
(864-)
7"
(178,)j
1022.3
400 lbs
365 lbs
340 lbs
36"
(181kg)
(166kg)
(154kg)
(91 4-')
(1
1550
3 5 ibs
300 lbs
275 lbs
34"
9
(125kg)
(864,-)
(203..)
1051-3
405 It'
365 1b,
340 Its
34-
9-
(184kg)
(166kg)
(154ki)
(864-)
(229,,)
1050ZI
330 fbs
295 1b,
270 lb,
34"9"
(150kg)
(I 34kg)
(123kg)
(E64mm)
(2_
GRATE
TYPE
CATALOG
Total Wt..IT-al
Wt.
Total Wt,
Total W"
Ur it W
NUMBER
W[Tfpo
WITIp,,
WITWpo
WIT0i
yp.P
M
M
1037
0 1 b,
260 ibs
245 lbs
245 Its
215 1b,
�2,6
18kg)
(,, 8kg)
(I I I g)
o I 1kis
(I 20kg)
345 lbs
345 lbs
325 fb5
325 lb,
350 lbs
1880
(157kg)
( 1571,S)
( I 47kg)
(I 47kg)
(159kg)
1020
280 lb,
275 lbs
260 lbs
260 lbs
280 lbs
(I 27kg)
(125kgg)
(I 18kg)
(I 181,g)
(I _17kg)
260 lbs
255 lb,
240 11b,
240 lbs
310 lbs
1022_1
( I 18kg)
( I 16kg)
(109kg)
(109kg)
(l 4 1 k,,)
2-2
305 Jb,
300 It'
285 1b,
285165
375 1b,
(138kg)
( 136pg)
(1291,g)
(I 29kg)
(I 7.,kg)
1022-3
370 lbs
370 flbs
350 lbs
350 lbs
3_6 lbs
(168kg)
(I 68kg)
(I 59kg)
0 59kg)
0 lkg)
1550
305 lbs
305 lb,
285 Ro'
285 fbs
3 !1j 1b,
(138kg)
(138kg)
(I 29kg)
(I 29kg)
(1411,g)
105 1 _3
370 lb,
370 1b,
350 1b,
350 1b,
37S lbs
0 68kg)
(I 68kg)
(1591,g)
o 59kg)
(I 70kg)
16SOZI
300 lb,
300 lbs
280 lb,
280 11b,
3eS fbs
U 36ko
(I 36kii)
127kg)
(I 27kg)
(138kg)
17
A
Heavy duty w/STORM
TYPE M I Radial Flat Grate
L -
Approx. 120 sq. in. Of OpErlin,
TYPE N12 Flat Bar Grate
Approx. 150 sq. in. of opening
TYPE N' Oval Grate
Height above frame 2V2"
Approx. 135 sq. in. of opening
TYPE 01 Beehive Grate
Height above frame 4"
_
1,Qd_aW111199ft'i�
"M
�
N
Approx. 115 sq. in. of opening
p�
TYPE, P Concave Grate
Depth of concave
Approx. 150 sq. in. of opening
EAST )CRI)AN IRON WORKS, INC 1-300-fN4ANHOLF
%1/WW.EjIW.00\i
SWM DETAILS
PEVISIONS
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CHECKED
CAG
DATE
2-22-01
SCALE
AS SHOWN
JOB No.
00.042
SHEET
9
OF 12 SHEETS
(NTS)
LOCATION MAP
AU
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I \ r, Q F PJCE TYP.
jluv l H SPRINKLER CHARLOTTESVILLE, VA t * I i I iI X " �� _= _'4-
N ENTRY ` \ \\
PROPOSED 24,781 SF EXPANSIONS\i�'�l��
li TAX MAP 45 PARCEL 68D2
( \ I 4 II II III
RIO MAGISTERIAL DISTRICT (===== -= = -
i _ Q 0 �'11QII111 `I I 0 - --
P 45 I I ( ID
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J Notes
Y
J I / OT 447 SShftt �I I s I s ' IQ Q llli, LS !BLS
i
446 i' r 'III 1 IIII LS 1. The Contractor shall refer to the architectural plans
5 ( I "I I
5 II+IIIII ll it STANDARD INLET for the exact number, size, and location of roof drains.
/ i I IIII PROTECTION I Q
1 1 1 III I i I
\ \C 445 - l I IIIII 9 IIIII r
I I IIII I iI -- LOD �/ I 2. Information concerning the underground utilities was
4 I IIIIIIIII i
' z u 'I11,111jj1111,I'11 �. < " III obtained from available records and field locations when
444 I 11+11',I11111 (I \ l J �} f ��
u x ,
\ ' .X �. \1
\�/\��/\ , , , '� � I I' I' `� possible, but the contractor must determine the exact
\�./\ I- - -LLLL _ J ( III 1111
L LQi - - L _ location and elevation of all existing utilities by digging
443 - I ,` 1II}1+�} ✓ \/ -� p 1 I test its b hand at all utility crossings well in advance
SSMH J IIII \ I 0 III (I I'I p y y g
o I}1}I1}11"II} \ \ y/ xYY/lO
TOP 442.37 � / _ o l I I III t Itlll 141t � \ � , \ ,/ .� \/n i � " \ ' I ; i I I I ` i' of trenching. If clearances are less than specified on the
LE.(IN)43867 , IIII �) 1, J IIIII
I.E. our 433.47 3~ I i j 1"11 , Y ` ` /, \ \ ' " plan or 12", whichever is less, contact the design
engineer and the owner prior to proceeding with
l�1 � � �� / � V IIII N i
n 441 I III l Ii i / \ / \ \/ ^`IIII J i l l 00 construction.
f \IiW\1 I1�1+}� ' III 1
1
CA PP t\\ 141111t„\\���(ttj_ �6 �6 I 1 1 II o 3. The contractor is responsible for the design and
o \ _ _ _
/ ll 440 _ \\\`\�\ire t\\\\ - - - _ _ /
- j TP \\� \\\, \\� ��\ \\ � _. - _ _- - _- _ __ __ _ ____ _ _= � _ ; _ ` __ _ _ _ - _ `- , _ _ _ _ _ _ _ __ _ ! _ _ _ _ _ _ _ _�� _ � x �i\� III implementation of clil sheeting, shoring, bracing, and special
_ _ Ls �I I I
- ___ 4� _ i a�
GA-0 III \ \ `\\ \- --- - `_=-------=��__-----== -----_--_----\. - �' excavation measures required to meet OSHA federal,
/ IV LS
wV - A\ \ \`�\ \ `\ \�\��._ __ _ - _ _ _ 1 _ = Q T A A , A�= - ~ - _ --- _ _ - - _ 465 - - _ ; j /' ) _ _ _ - ' )` I*' I state, and local regulations pursuant to the installation of
-" - - - - - - - � - - SAWS
> the work indicated on these drawings. The Owner and
-1L - = _ �' SIGN r '�i U J/ All
I c T the design engineer accept no responsibility for the
_-- - ` v = - _ - 460_.._..__- -- , / _ / o ,p �l \ L _ / ; des! n(s) to install said items.
_ _ _ en in
CAI g
ovc/ - `'�� - _ -. - - -'I, i1 - - m m , 848_05 r r77 A \
YeLco o - -^--� =-="� - ----^-�-� 4 - ' LP \ 4. All in -place culverts will be protected b the
R° 437 1 --_ \ LP \,LP WM _ - _- % , contractor during construction. Any damaged or crushed
- N , o n, , e 1 pipes will be replaced at the contractor's expense.
�P d f / c v, ° 4 ,
>N ,� wv YELLOW uNE\ 1 / / P �� 50' ACCESS EASEMENT _ ' - - - o �� - 1� c
' \ \ > �, \ t -1 \ �_ 10'"D.LP. 1 \ \, i t - f 5. The erosion control devices installed will be
W -� W W \� N W �V W W W W W �V W r W UJ W VJ 4V - W . V'J ��
_ _ _ _ \ _ ` _ _ - _ _ - - - - - ,o"D.I.P. _ - _ - - - ' _ F maintained for the duration of construction until the site
436 _ - _ _ F�� -- - - -- - - -- - - s -- - is completely stabilized.
y\ i �\ -
li SIGN SEQUENCE OF CONSTQUCTION 6 All on -site private Storm drain pipes will be Class 3
/
/7/
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// f/// / - A/
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SPIGOT
LS
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� LE.(IN)414.19
I.E.(OUT)414.04
03"LINE 10"CLAY
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ELECBOX
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NARRATIVE"
The proposed expansion to the existing Sams Club is
located in the County of Albemarle, Virginia. The total
area of disturbance is 0,88 acres. Please refer to
Site Plan for additional square footage information.
The existing topography is represented on the Plan and
has been deemed a "critical slope area". Vegetation
consists of grass and trees. Please refer to the
Grading Plan for drainage in this area.
The areas adjacent to the two areas of disturbance are
public roads and wooded area to the west and north.
There are no off -site land disturbing activities. Any fill
that is needed will be supplied by the new SWM pond.
The soils encountered were moderate to moderately well
compacted fill soils and moderate to very high
consistency residual souls and partially weather rock layers.
Please refer to the Geotechnical Report.
The "Critical Areas" have been defined on the plan.
This project has been granted a critical slope wavier,
please refer to the Site Plan.
Slit fences, Inlet protection and dust control measures will
be used as Erosion control measures.
The areas of disturbance will be stabilized using
permanent seeding specifications. Please refer to the
Erosion Control Detail Sheet.
An additional SWIM pond will be installed based on
additional stormwater runoff. Please refer to the
Grading Plan and Stormwater Calculations previously
submitted.
1. Install Slit fences.
(I Day)
2. Clear and grub
the area. (2 Days)
3. Rough grade the
site and construct new
water quality
pond. (10 Days)
4. Install the storm
drain systems. Install inlet
protection.
(10 Days)
5. Construct the building. Building construction
can begin
any time after Item
# 2. (3 Months)
6. Fine grade the
site and pave the roads
and parking
lots. (i Month)
7. Vegetatively Stabilize all the disturbed areas.
(5 Days)
8. Remove the sediment control measures with
Inspector's approval. (I Day)
EXISTING
3119
IN
LEGEND
PROPOSED
658
■
SF
0 IP
DESCRIPTION
CONTOUR LINE
STORM DRAiN LINE
STORM DRAIN INLET
SILT FENCE
INLET Pi20TECTION
reinforced concrete pipe (ASTM C-76), meeting VDOT
standards unless otherwise specified on the plans.
7. Corrugated polyethylene pipe (CPP) may be used in
lieu of RCP.
8. All slopes 3�1 and steeper shall receive a curlex
erosion control blanket. Matting will not be required on
slopes that are not disturbed.
9. All sitework shall meet or exceed standard Wal-Mart
sitework specifications.
10, A minimum water tap of I" must be installed with a
minimum I" balicock shutoff valve supplying a wash hose
with a diameter of 1.5" for adequate constant pressure.
Wash water must be carried away from paved
construction entrance to an approved settling area to
remove sediment. All sediment shall be prevented from
entering storm drains, ditches, or watercourses.
il. Steep slopes are critical areas and care should be
taken when working in these areas.
12. Sediment should be kept off pavement so no wash
rack will be required.
13. The contractor is responsible for providing dust
control measures.
TOTAL DISTURBED AREA - 0.88 ACRES
PAVED AREA - 7.58 ACRES
ROOFED AREr - 3.18 ACRES
GREEN AREA - 3.41 ACRES
F-1:�)OSION CONT',j,�OL
0 50 100
SOAI E I" 50'
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DRAWN
JBS
CHECKED
CAG
DATE
2-22-01
SCALE
i" = 50,
JOB No.
00.042
SHEET
10
OF 12 SHEETS
PERMANENT SEEDING 0PS
Definition
The establishment of perennial vegetative cover on disturbed areas by planting seed.
purposes
1. To reduce erosion and decrease sediment yield from disturbed areas.
2. To permanently stabilize disturbed areas in a manner that is economical, adaptable
to site conditions, and allows selection of the most appropriate plant materials.
3. To improve wildlife habitat.
4. To enhance natural beauty.
DETAIL 22 -x SILT FENCE
36" MINIMUM LENGTH FENCE POST,
DRIVEN A MINIMUM OF 16" INTO
GROUND
16" MINIMUM HEIGHT OF
GEOTEXTILE CLASS F
8" MINIMUM DEPTH IN
GROUND
PERSPECTIVE VIEW 36" MINIMUM FENCE'-__-_
POST LENGTH
FILTER
CLOTH
FENCE POST SECTION
MINIMUM 20" ABOVE
FLOW
GROUND
`
UNDISTURBED
GROUND
EMBED GEOTEXTILE CLASS F
�u
TOP VIEW A MINIMUM OF 8' VERTICALLY
FENCE POST DRIVEN A
INTO THE GROUND
MINIMUM OF 16" INTO
POSTS
THE GROUND
l SECTION B CROSS
SECTION
SECTION A
! J~-,
STAPLE
STAPLE
STANDARD SYMBOL
SF --�
JOINING TWO ADJACENT SILT
FENCE SECTIONS
Construction Specifications
I. Fence posts shall be a minimum of 36" long driven 16"
minimum Into the
ground. Wood posts shall be II/2" x 11/2" square (minimum)
cut, or 13/4" diameter
(minimum) round and shall be of sound quality hardwood.
Steel posts will be
standard T or U section weighting not less than 1.00 pond
per linear foot.
2. Geotextile shall be fastened securely to each fence post with wire ties
or staples at top and mid -section and shall meet the following requirements
for Geotextile Class F,
Tensile Strength 50 Ibs/in (min.)
Testt MSMT 509
Tensile Modulus 20 Ibs/in (min.)
Test, MSMT 509
Flow Rate 0.3 gd1 ft / minute (max.)
Test, MSMT 322
Filtering Efficiency 75% (min.)
Test, MSMT 322
3. Where ends of geotextile fabric come together, they shall be overlapped,
folded and stapled to prevent sediment bypass.
4. Silt Fence shall be inspected after each rainfall event and maintained when
bulges occur or when sediment accumulation reached 50% of the fabric height.
Conditions Where Practice Applies
1. Disturbed areas where permanent, long-lived vegetative cover is needed to stabilize
the soil.
:2. Rough -graded areas which will not be brought to final grade for a year or more..
Plannintz Considerations
Vegetation controls erosion by reducing the velocity and the volume of overland flow and
protecting the bare soil surface from raindrop impact.
Areas which must be stabilized after the land has been disturbed require vegetative cover.
The most common and economical means of establishing thig cover is by seeding grasses and
legumes. Permanent vegetative covers must meet the requirements of Minimum Standard
#3.
.Advantages of seeding over other means of establishing plants include the small initial
establishment cost, the wide variety of grasses and legumes available, low labor requirement,
and ease of establishment in difficult areas.
Disadvantages which must be dealt with are the potential for erosion during the
establishment stage, a need to reseed areas that fail to establish, limited periods during the
year suitable for seeding; the potential need for weed control during the establishment
phase, and a need for water and appropriate climatic conditions during germination.
There are so many variables in plant growth that an end product cannot be guaranteed.
Much can be done in the planning stages to increase the chances for successful seeding.
,Selection of the right plant materials for the site, good seedbed preparation, and
conscientious maintenance are important.
SELECTING PLANT MATERIALS: The factors affecting plant growth are climate, soils,
and topography. In Virginia, there are three major physiographic regions that reflect
changes in soil and topography. In selecting appropriate plant materials, one should take
into account the characteristics of the physiographic region in which the project is located
,(see Plata 3.32-1).
PHYSIOGRAPHIC REGIONS:
Coastal Plain - Soils on the Coastal Plain are deeply weathered, stratified deposits
of sand and clay. They are generally acidic and low in plant nutrients. The sandy
soils are hot and droughty in summer. This region receives more rain and is warmer
than the other regions of the state. The land is fairly level, and many areas are
poorly drained. Warm season grasses traditionally perform well in these areas.
=1
DETAIL 23A - STANDARD INLET PROTECTION
GEOTEXTILE CLASS E
2" X 4" FRAMING
TOP ELEVATION
OTCH ELEVATiO
FLOW
WIRE MESH
MAX. DRAINAGE AREA - 1/4 q,CRE
NAILING
STRIP
POST DRIVEN
INTO GROUND
EDGE OF ROADWAY OR TOP
OF EARTH DIKE
6" MINIMUM
FLOW
0 r
EXCAVATE, BACKFILL AND
COMPACT EARTH
Construction Specifications
STANDARD SYMBOL.
SIP
I. Excavate completely around the inlet to a depth of 18" below the
notch elevation.
2. Drive the 2" x 4" construction grade lumber posts I' Into the
ground at each corner of the inlet. Place nail strips between the
posts on the ends of the inlet. Assemble the top portion of the
2" x 4" frame using the overlap joint shown on Detail 23A. The
top of the frame (weir) must be 6" below adjacent roadways where
flooding and safety issues may arise.
3. Stretch the 1/2" x 1/2" wire mesh tightly around the frame
and fasten securely. The ends must meet and overlap at a
post.
4. Stretch the Geotextile Class E tightly over the wire mesh with
the geotlxtile extending from the top of the frame to 18" below the
Inlet notch elevation. Fasten the geotextile firmly to the frame.
The ends of the geotextile must meet at a post, be overlapped and
folded, then fastened down.
5. Backfill around the Inlet in compacted 6" layers until the
layer of earth Is level with the notch elevation on the ends and
top elevation on the sides.
6. If the inlet is not In a sump, construct a compacted earth dike
across the ditch line directly below it. The top of the earth dike
should be at least 6" higher than the top of the frame.
7. The structure must be Inspected periodically and after each
rain and the geotextile replaced when It becomes clogged.
Piedmont - Soils on the Piedmont plateau are highly variable. They tend to be
shallow, with clayey subsoils. Piedmont soils are low in phosphorus. Soils &mived
from mica schist are highly erodible. Topography is rolling and hilly. The southern
Piedmont has much the same climate as the Coastal Plain.. Often referred to as the
transition zone" in planting. Contains areas that will support both warm or cool
season grasses.
Appalachian and Blue Ridge Region - This region is divided into pla'.:,aas,
mountains, and narrow valleys. Soils tend to be shallow and acid, and may --,rode
rapidly on steep slopes. Shaley slopes are often unstable and droughty. This area
is colder and drier than the rest of the State. The rugged topography makes plant
establishment difficult. Cool season grasses are normally specified in this region.
SOILS: On the whole, soils in Virginia always require some nitrogen (N) fertilization to
establish plants. Phosphorus (P) and potassium (K) are usually meeded. Except for some
small pockets of shallow limestone soils, lime is universally needed.
Soils can be modified with lime and fertilizer, but climate cannot be controlled. For this
reason, the State has been divided into two major climatic regions, referred to as the
Northern Piedmont and Mountain Region and the Southern Piedmont and Coastal Plain
Region, for grass and legume selection (see map, Plate 3.32-2).
Microclimate, or localized climate conditions, can affect plant growth. A south -facing slope
is drier and hotter than a north -facing slope, and may require drought -tolerant plants.
Shaded areas require shade -tolerant plants; the windward side of a ridge will be drier than
the leeward, etc.
LAND USE: A prime consideration in selecting which plants to establish is the intended
use of the land. All of these uses - residential, industrial, commercial, recreational - can be
separated into two major categories: high -maintenance and low -maintenance.
High -maintenance areas will be mowed frequently, limed and fertilized regularly, and will
either receive intense use (e.g., athletics) or require maintaining to an aesthetic standard
(home lawns). Grasses used for these situations must be fine -leaved and attractive in
appearance, able to form tight sod, and be long-lived perennials. They must be well -adapted
to the geographic area where they are planted, because constant mowing puts turf under
great stress. Sites where high -maintenance vegetative cover is desirable include homes,
industrial parks, schools, churches, athletic playing surfaces as well as some recreational
areas.
Low -maintenance areas will be mowed infrequently or not at all; lime and fertilizer may not
be applied on a regular basis; the areas will not be subjected to intense use, nor required
to have a uniform appearance. These plants must be able to persist with little maintenance
over long periods of time. Grass and legume mixtures are favored for these sites because
legumes are capable of fixing nitrogen from the air for their own use, and the use of the
plants around them. Such mixed stands are better able to withstand adverse conditions.
Sites that would be suitable for low -maintenance vegetation include steep slopes, stream or
channel banks, some commercial properties, and "utility turf' areas such as roadbanks.
Seedbed Preparation - The soil on a disturbed site must be modified to provide an optimum
environment for seed germination and seedling growth. The surface soil must be loose
enough for water infiltration and root penetration: The pH (acidity and alkalinity) of the
soil must be such that it is not toxic and nutrients are available, usually between pH 6.0-7.0.
Sufficient nutrients (added as fertilizer) must be present. After seed is in place, it must be
protected with a mulch to hold moisture and modifv temperature extremes, and to prevent
erosion while seedlings are growing.
The addition of lime is equally as important as applying fertilizer. Lime is best known as
a pH, or acidity, modifier, but it also supplies calcium and magnesium which are plant
nutrients. Its effect on pH makes other nutrients more available to the plant. It can also
prevent aluminum toxicity by making aluminum less soluble in the soil. Many soils in
Virginia are high in aluminum, which stunts the growth of plant roots.
e MAINTENANCE: Even with careful, well -planned se.,din operations, g p , failures can occur.
When it is clear that plants have not germinated on an area or have died, these areas must
be reseeded immediately to prevent erosion damage. However, it is extremely important
to determine for what reason germination did not take place and make any corrective action
necessary prior to reseeding the area. Healthy vegetation is the most effective erosion
control available.
Specifications
Selection of Plant Materials
1. Selection of plant materials is based on climate, topography, soils, land use, and
planting season. To determine which plant materials are best adapted to a specific
site, use Tables 3.32-A and 3.22-B which describe plant characteristics and list
recommended varieties.
2. Appropriate seeding mixtures for various site conditions in Virginia are given in
Tables 3.32-C, 3.32-D and 3.32-E. These mixtures are designed for general use, and
are known to perform well on the sites described. Check Tables 3.32-A and 3.32-B
for recommended varieties.
3. A more extensive description of plant materials (grasses and legumes), their usage
and pictorial representation can be found in Appendix 3.32-c.
4. When using some varieties of turfgrasses, the Virginia Crop Improvement Association
(VCIA) recommended turfgrass mixtures may also be used. Consumer protection
programs have been devised to identify quality seed of the varieties recommended
by the Virginia Cooperative Extension Service. These will bear a label indicating
that they are approved by the Association. Mixtures may be designed for a specific
physiographic region or based on intended use. Special consideration is given to
plant characteristics, performance, etc.
DETAIL 23C ® CURB INLET PROTECTION (COG OR COS INLETS)
SANDBAG OR
ALTERNATE
v
6' MAXIMUM SPACING
2' MINIMUM
LENGTH WEIGHT
OF 2" X 4" SPACERS
OF 2" X 4"
2" X 4" ANCHORS
2" X 4" WEIR
3/4 "-1 1/2 "
3/4 '-j 1/2 STONE
-
STONE
FILTER CLOTH
2" X 4" SPACER
r-�
WIRE MESH
TO STORM
. ° DRAIN
FILTER CLOTH
WYIRE
MESH 2" X
4" SPACER
2' X 4" WEIR
STANDARD SYMBOL
MAX. DRAINAGE AREA = 1/4 ACRE CIP
Construction Specifications
I. Attach a continuous piece of wire mesh (30" minimum width by throat length plus
4') to the 2" x 4" weir (measuring throat length plus 2') as shown on the standard
drawing.
2. Place a continuous piece of Geotextile Class E the some dimensions as the wire
mesh over the wire mesh and securely attach it to the 2" x 4" weir.
3. Securely nail the 2" X 4" weir to a 9' long vertical spacer to be located between
the weir aind the Inlet face (max. 4' apart).
4. Place the assembly against the inlet throat and nail (minimum 2' lengths of
2' x 4" to the top of the weir at spacer locations). These 2" x 4" anchors shall
extend across the inlet top and be held in place by sandbags or alternate weight.
5. The assembly shall be placed so that the end spacers are a minimum I' beyond
both ends of the throat opening.
6. Form the 1/2 " x 1/2 " wire mesh and the geotextile fabric to the concrete gutter and
against the face of the curb on both sides of the Inlet. Place clean 3/4 " x 1 1/2
stone over the wire mesh and geotextile in such a manner to prevent water from
entering the inlet under or around the geotextile.
T This type of protection must be Inspected frequently and the filter cloth
and stone replaced when clogged with sediment.
8. Assure that storm flow does not bypass the inlet by Installing a temporary
earth or asphalt dike to direct the flow to the inlet.
TABLE 3.32-A
CHARACTERISTICS OF COMMONLY SELECTED GRASSES
v
g
MAINTENANCE
COMMON NAME
5.
REQUIREMENTS
REMARKS
•16
(Botanical Name)
ro
C m,
bb
°
a
u
�
o
'af Q
� G.
�
H
a
•@ ro
m
.d
0
5
a
q
a
a
t
C'
3
Ga
v E
va
Better suited for
Ky 31
TALL FESCUE (Festuca
P
C
5.5-
10-14
60-55
F
F
M
SPD
225K
Low when used for
erosion control
arundinacea)
6.2
erosion control; high
and rough turf
when used in lawn
application.
See
TALL FESCUES (Improved)
P
C
5.5-
10-14
60-85
F
G
M
SPD
22BK
Responds well to
Excellent for
current
6.2
high maintenance,
lawn and fine
VCIA
turf.
list.
Needs fertile soil,
Excellent for fine
See
KENTUCKY BLUEGRASS
P
C
6.0-
14
60-75
G
P
M
SPD
2.2'm
favorable moisture.
turfs -takes traffic,
current
(Poa pratense)
6.5
Requires several
mowing. Poor
VCIA
years to become well
drought/heat
list.
established.
tolerance.
May be added to
See
PERENNIAL RYEGRASS
P
C
5.8-
7-10
60-75
F
F
M-H
SPD
227K
Will tolerate traffic.
mixes.
current
(Lolium peretme)
6.2
* Improved
VCIA
varieties will
list.
perform well all
year.
KEY
EROSION
CONTROL DETAILS
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DRAWN
JBS
CHECKED
CAG
DATE
2-22-OI
SCALE
11 = 50,
JOB No.
00.042
SHEET
11
OF 12 SHEETS
Y
456i2p
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1: E In 68 A
19 sp 20 spacas 4&
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spoc"
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(Typ.)
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469 - - - - - - - - - - - - -
TOP MH NOT
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p 469.43
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Alt L'_-- L� , : �: INIAIL-
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ALONG THE NEW SOUTHWESTERN RIGHT OF WAY OF HILTON HEIGHTS
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W w w W w w W
W w
10
W W 461.87
458.90 F F
Top H 77:,�L OF 45.65 T
FEET, ARC
4,80.14 SAID NEW RIGHT OF
Eliuv .10. HILTON HEIGHTS ROAD, N40-08'-45-W
4 WAY OF
SIG
RIGHT OF WAY OF HILTON HE16HTS ROAD N33-29'-50"W FOR 103.65
FEET TO A POINT ON THE OLD SOUTHWESTERN RIGHT OF
WAY OF
-OLD RIGHT
OAD, THENCE ALONG SAID
STOAF NUUMEA 08'�45"W 'FOR 154.96 FEET TO AN 'IRON PIN ; T14ENCE -N23�58-40E
FOR 107L. 97 VE BEING THE, POINT OF. BEGINNING;
TO AN' IRON L PIN
LOCATION -
THENCE ORTHER9, RIGHT.'OF WAY WIM BERRHAR DRIVE
A CURVj tktj ?bL
LLOWING
ARVE OUT USE DAM 'CHORD N66-01-18W FOR.
DELTA, 51-41 RADIUS 45� T� 1 83, ARC
ET
52 00 , TANdEN
6
39- 28 rE
SITE PLAN APPROV� igWL'
QO rOA-
44 'A' POI T; THEN E - -4
FEET TO A
THENCE ALONG A, CURVE HAVING THE': FOLLOWING DATA CHORD
POINi30'. FOR 5 9 7 7 FEET, DIUS 460
N 3 DELTA 7
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HAVING THE FOLLOWING DATAt CHORD S62-38-57W FOR 38.68 FEET,
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THE POINT Or BEGINNING. SAID TRACT CONTAINS 14.172 ACRES.
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96 604
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7 , I I . 1. 1 NOTES:
428.4b PP Pp
617,362 SQ.FT.
1,71S FTAT HAS BEEN PREPARED VATHOUTr THE BENEFIT OF A 7nLE
D DOES NOT THEREFORE NECEXSARILY INDICATE ALL
x EPOR AN
ENCUMBRANCES ON THE PROPERTY. 14.172 ACRES
I Al 2-)PAWNG INFORMATION:
S. ROUTE 29 t 586
REGULAR SPACES
ELEC. HANDICAP SPACES - 12
TOTALSPACES - 598
TRA
Box �A� 4!� 3.)ALL PROPERY CORNERS ARE 61W SOUD ROOS 'Srr UNLESS
8 x OTHERVASE NOTED ON THE PLAT.
77
ARDRAIL
4.)ALL ELEVATION$ BASED ON U,S.CS. DAIIUM.
qu
GUARDRAIVt�- �3-'
L L
L L L $.)ALL SANITARY SEWER UNES ARE Ir UNM UNLESS NOTED 01
OTHERMSE ON T14E PLAT. PER F.I.R.M. NO. so, 100, 150,
6.)THIS PROPERTY IS LOCATED IN FLOOD 20NE *C*
51006 0230
SCALE 1'= 50'
CURVE . I RA S ------ j---
LENGTH
TANGENT I
CHI
�'ARING
DELTA
C5 460.58'
59.81'
29.95'
59.77'
S 3675'3,3" E
07'26'2;r
C6 45.01T
40.65'
21.83'
39.�8�-
S 66*01'18* E
51*45'05'
C8 45.00'
21.42'
62*38'57" E
50-5,V2:r
LEGEND
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SANITARY SEWER MANHOLE
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STORM DRAIN MANHOLE
CBMH
CATCH BASIN MANHOLE
ca
CATCH BASIN
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WATER VALVE
WM
WATER METER
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OVERHEAD POWER LINE
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-
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SANITARY SEWER LINE
-I-
TELEPHONE LINE
UND GROUND 111EPHONE
RCP
REINMROD CON99LE PIPE
OPP
CoRRUGATED PLASTIC PIPE
cc
UA-RT CORRAL
LE
INVERT ELEVATION
T.S.M.
BENCHMARK
AZWA7" Na
I HEREBY CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON *CH IT IS COMMONWAL17H OF 14RGIAIIA
BASED WERE MADE IN ACCORDANCE VATH " MUNIMUM STANDARD OF -TAIL REQUIREMENTS ENZE96 * Lw Sqw-am
FOR ALTA/ACSM LAND TITLE SURVEYS', JOINTLY ESTABLISHED. AND ADOPTED By ALTA ALBEMARLE COUNTY XJ KST 57WZ A VZWE
AND ACSM IN 1988; AND MEETS THE ACCURACY OF A CLASS A SURVEY AS� DEFINED THEREIN.
UNE I DIRECTION DISTANCE 1v a,,44J4
Q S 55-42'05- E 129.86-1 F.V. CLINKSCALES, #1,�05
L5 S 40*ff45" E 7.37
f- � -Z �
FULTON V
CLINKSCALES, iili.
No. 1705
. kInAML.V I Ir-11)VILLM Lno IFNI" I
AS -BUILT SURVEY
FOR
SAMS CLUB #6365
CHARLOTTESVILLE, VIRGINIA
q
FAX (&U) 2M-4W5
H&KRAr8ow
W. DffD 6M
TAX MAP
4PARIY a*7 ATG
mity SKW
FV aftS241A R
NO, 120
a4lF 10-24-92
50542
GENERAL NOTES
1.
CANOPY MANUFACTURER SHALL COORDINATE
6.
ANCHOR BOLTS, ANCHOR BOLT TEMPLATE AND
ALL SIGNAGE REQUIREMENTS FOR CANOPY
THE FOOTING DESIGN SHALL BE PROVIDED BY
AND SPANDRELS WITH SAM'S CONSTRUCTION
CANOPY MANUF. TO THE GENERAL CONTRACTOR.
MANAGER AND WAL-MART SIGNAGE SHOP.
THE GENERAL CONTRACTOR SHALL INSTALL
FOOTINGS AS PER THE CANOPY SHOP DRAWING
2.
ALL TOPS AND FOOTING ELEVATIONS SHALL 8E
DESIGN.
COORDINATED WITH GENERAL CONTRACTOR TO
ACCOMMODATE UNDERGROUND PIPING AND
7.
THE GENERAL CONTRACTOR SHALL GROUT
DISPENSER SUMPS.
ALL CANOPY COLUMNS AT BASE PLATE.
3.
CANOPY MANUFACTURER SHALL PROVIDE TO
g,
CANOPY SIGNAGE SUMMARY:
GENERAL CONTRACTOR, CONSTRUCTION MANAGER
AND ARCHITECT SHOP DRAWINGS FOR CANOPY AND
NORTH AND SOUTH ELEVATIONS:
FOOTINGS PRIOR TO START OF CONSTRUCTION -
CANOPY FASCIA = 510 SQ. FT. EA. ELEV.
NO CONSTRUCTION CAN START ON CANOPY UNTIL
PROPOSED TOTAL SIGNAGE = 27.5 SQ. FT. EA. ELEV.
SHOP DRAWINGS HAVE BEEN RECEIVED AND
APPROVED BY CONSTRUCTION MANAGER AND
EAST AND WEST ELEVATIONS:
ARCHITECT.
CANOPY FASCIA = 86 SQ, FT. EA. ELEV.
PROPOSED TOTAL SIGNAGE = 27.5 SQ. FT. EA. ELEV.
4.
CANOPY MANUFACTURER SHALL COORDINATE
ALL CANOPY COLORS WITH SAM'S CONSTRUCTION(
9.
THE ENTIRE CANOPY INCLUDING ITEMS LISTED IN
MANAGER AND ARCHITECT.
NOTE 6 SHALL BE SUPPLIED BY AND INSTALLED
BY CANOPY MANUFACTURER - THE FOOTINGS
5.
COORDINATE CONSTRUCTION PHASING WITH
FOR THE CANOPY SHALL BE BY THE GENERAL
SAM'S CONSTRUCTION MANAGER
CONTRACTOR.
10. ALL CONCRETE RESIDUE, DUST, DIRT AND
PROTECTIVE PLASTIC WRAP TO BE REMOVED
FROM DISPENSERS, ISLAND FORMS, CANOPY -
COLUMNS, WASTE RECEPTACLES, ETC.
S8038A1.DWG
1
10'-0"
•
SHERWIN-WILLIAMS ALKYD -ENAMEL
SEMI -GLOSS SW 2039 (ESTATE TAN) -
ILLUMINATED SIGNAGE SUPPLIED BY
WAL-MART AND INSTALLED WAL-MART
SIGN CONTRACTOR - ELECTRICAL BY
GENERAL CONTRACTOR - RE: 10-A4 -
SHERWIN-WILLIAMS ALKYD -ENAMEL
SEMI -GLOSS SW 2908 (THEATRE RED) -
CANOPY TO BE SUPPLIED BY AND
INSTALLED UNDER SEPARATE
CONTRACT - COORDINATE WITH
SA"'S CONSTRUCTION MANAGER
SIGNAGE SPANDREL BY CANOPY
MANUFACTURER SHERWIN WILLIAMS
ALKYD -ENAMEL SW 2024 (GOBI BEIGE)
HOURS SIGNAGE RE: 7-A4
ATTACHED TO END OF SPANDREL
MULTI -PRODUCT DISPENSER
CANOPY COLUMN - TYPICAL - PAINT
SHERWIN WILLIAMS ALKYD ENAMEL
SEMI -GLOSS SW 2024 (GOBI BEIGE) -
METAL ISLAND FORM - PAINT
SHERWIN WILLIAMS ALKYD ENAMEL
SEMI -GLOSS SW 1236 (DARK GREY)
1 /8" = 1'-0"
58038A1.DWG
15'-0"
a
0
i
N
12'-0"
1'-9 1 /2" 2 -2 1 /2" 4'-0" 2'-2 1 /2" 1'-9 1 /2"
5
- t
N
MEW
SLOPE PAVING UP -
AT ALL ISLANDS
42
- MULTI -PRODUCT DISPENSER
TRASH RECEPTACLE
FIRE EXTINGUISHER MOUNTED TO EACH
COLUMN - TYPICAL
SIGNAGE ON EACH SIDE OF
COLUMN - TYP. - RE: 2-A4
CANOPY COLUMN
PREFORMED METAL ISLAND - SW1236 PAINTED GREY
COORDINATE SURFACE MOUNTED CANOPY DOWNSPOUT
DISCHARGE WITH ISLAND FORM AND PAVING ELEVATIONS
ENLARGED ISLAND PLAN
istond.dwg
(ILLUMINATED SIGNAGE SUPPLIED BY
1WAL-MART AND INSTALLED BY WAL-MART
`,SIGN CONTRACTOR- ELECTRICAL BY
(GENERAL CONTRACTOR - RE: 10-A4
(CANOPY COLUMN I
-- --[DOWNSPOUT --
SPANDREL BY CANOPY
iMANUFACTURER ri
j L 5 ( LJ
IDISP. NUMBER - 4" WHITE BACKGROUND Al
[BLACK NUMBER BY GENERAL CONTRACTOR-
9 1 /2" (REFER TO T1
jl
-- (MULTI —PRODUCT DISPENSER SUPPLIED
BY SAM'S AND INSTALLED BY GENERAL
(CONTRACTOR LJ IIILJ
____---SIGNAGE ON EACH SIDE OF
(COLUMN — TYP. — RE. 2—A4
SIGNAGE ON EACH SIDE OF
o (COLUMN - TYP. - RE: 4-A4
FIRE EXTINGUISHER MOUNTED TO EACH r� r�
(COLUMN - TYPICAL LJ LJ
KAFTAI ISI AND FORM i
BRASH RECEPTACLE i
PLAN
SIGNAGE ON EACH SIDE OF NORTH
COLUMN - TYP. - RE: 3-A4
DISPENSER ELEVATION 1/4" = 1'-0" �CANOPY PLAN
I
I
II
III
II
NOTE:
THE GENERAL CONTRACTOR SHALL PREP AND
PAINT ALL CANOPY COLUMNS AND ISLAND
FORMS - THE CANOPY MANUFACTURER SHALL.
PREFINISH ALL OTHER ITEMS.
142'-0"
55
SECTION
NOTE:
USE OF WOODEN BLOCKS ARE
ACCEPTABLE TO LEVEL DISPENSER
ISLAND; ALL WOOD MUST BE
REMOVED PRIOR TO FINAL
PLACEMENT OF CONCRETE.
SECTION
NOTE:
SIGNAGE CONTRACTOR SHALL
COORDIINATE EXACT LOCATIONS
OF ILLUMINATED FASCIA SIGNAGE
WITH SAM'S CONSTRUCTION
MANAGER PRIOR TO PLACEMENT
OF SIGNS.
HANDICAPPED ACCESSIBLE SIGNAGE —
REFER Tf0 8—A4 TYP, NORTH AND
SOUTH (COLUMNS ATTACH ONE SIGN
ON EACH SIDE OF DOWNSPOUT TO
CANOPY COLUMN \
BOLLARDS RE: 2-C2 --,
SIM.
28'-0" 28'-0" 28'-0"
ILLUMINATED SIGNAGE SUPPLIED BY
WAL-MART AND INSTALLED BY WAL-MART
SIGN CONTRACTOR- ELECTRICAL BY
I (GENERAL CONTRACTOR - RE: 10-A4 - -�-
0
Lo
LJ j LJ
14'-0" 14'-0'
E — III LJ
LIGHT FIXTURE- TYPICAL
I SUPPLIED BY AND
INSTALLED BY CANOPY
MANUFACTURER - ELECTRICAL
BY GENERAL CONTRACTOR
0
NOTE:
REFER TO ERECTION
DRAWINGS FOR ADDITIONAL
ELECTRICAL CONDUIT AND
JUNCTION BOXES TO BE
INSTALLED BY CANOPY
MANUFACTURER
— CAN(OPY DISCHARGE TYPICAL
AT EACH ISLAND
i'I I LJ
I j VAP(OR/VENT THRU CANOPY
REFIER TO T-1
LINE: OF SPANDREL
ABOVE
I
28'-0" I 24'-0"
CANOPY COLUMN
TUBE STEEL DOWNSPOUT BY CANOPY
MANUF. - PRIME INSIDE AND OUTSIDE -
CANOPY INSTALLER SHALL CUT DOWNSPOUT
AND INSTALL DISCHARGE OVER TOP OF ISLAND
DISCHARGE SHALL EXTEND 1 /2" PAST ISLAND
FORM AND BE WELDED ALL AROUND
CANOPY INSTALLER SHALL FIELD WELD
DOWNSPOUT DISCHARGE TO DOWNSPOUT -
FIELD VERIFY EXACT ELEVATION WITH ISLAND
FORM
NOTE:
CANOPY SHALL HAVE
MINIMUM 15'-0"
CLEAR TO FINISHED
GRADE - ELEVATION
DOES NOT REFLECT
SITE SLOPE - CANOPY
MUST BE SET LEVEL -
COORDINATE WITH
GRADING PLAN
15'-0"
0
i
1 /8" = 1'-0"
i
0
00
1 /8" = 1'-0"
3/4" = 1'-0"
SON MENCH
ARCHrrEcTuRE
502 S.W. A Street
Bentonville, Arkansas 72712
Telephone 501 /273-7780
SAWS CLUB
FUELING STATION
SAM'S CLUB
608 S.W. 8TH STREET
BENTONVILLE, AR' 72712
Sheet Contents:
Drawn By: DAV
Checked By: TWP
Revisions:
Project Number: WF0020
Date: 02-10-00
Sheet: 1 OF 3 SHEETS
S8038A1.DWG
Copyr i ght 0
EECO RIM INTERFACE MODULE
\^7 �
DISTRIBUTION BOX FOR Y0«YNE CONTROLLER —
\�yPROVIDE MIN. 8" CLEAR ALL AROUND — ALIGN
TOP WITH CONTROLLER
WAXNE E.C. CONTROLLER — PROVIDE
\�96" CLEAR ALL AROUND
' ) RJ-11 PHONE JACK (BY G'C.) FOR
kJ`S SUPPLIED CORDLESS PHONE
FIBER OPTIC TRANSMISSION 80X
SUPPLIED BY AND INSTALLED BY WAL—MART
— PLUG — IN RECEPT|CAL WITH WAYNE
EC CONTROLLER.
DOOR AND FRAME
GENERAL USE RECEPTACLES
4" PVC TUBE W/ REMOVABLE CAP
CONTAINING RED LINED AS—BUILTS
PROVIDE (3) RJ-11 PHONE
JACKS (BY G.C.) WITH (3) SEPARATE
LINES FOR MODEMS
SECURITY VIDEO RECORDER
AND MONITOR SUPPLIED BY
AND INSTALLED BY SAM'S
PROTECTOR WALL MOUNTED
' EXPANSION JOINT MATERIAL
WITH TYPICAL
3/8~Ox2'-0^ DOWELS AT
<
2—O" O.C. WHERE SIDEWALK
AND BUILDING SLAB MEETS
`- �� ��� ��� ������� ������7�\���|
� �����)�_����`4�� SECTION
����`�
1`-8" /. 1'-6" i� 1'-6"
SMOKE DETECTOR SUPPLIED BY AND
INSTALLED BY 3AM'S
LIGHT FIXTURE BY GENERAL
CONTRACTOR — REFER TO ELEC.
TOP OF ALL EQUIPMENT
SITE MONITORING AND LEAK
DETECTION SYSTEM AT 5`-0" A.F.F.
CONCRETE SLAB WITH 5x
VY1.4XW1.4 WWF OVER O MIL
POLYETHYLENE VAPOR BARRIER
OVER 4" GRAVEL FILL
AUT0GA8 COMPUTER AND
MONITOR
—�---- LOW VOLTAGE CABINET
1/2" = 1^-0"
FLUSH MOUNTED WALL
HYDRANT BY ZURN
EMERGENCY TELEPHONE------- �
2" CONDUIT TO EXISTING `
m
3AK4`5 CLUB RE: ELECTRICAL ------F
_
FUTURE CANOPY SECURITY �
CONDUIT WITH PULL STRING EMERGENCY SHUT—OFF SHUT—OFF ----t-
-- m
TELEPHONE CONDUIT
°
4 THICK CONCRETE
SIDEWALK —RE: CIVILS
PHOTO CELL SUPPLIED
ELECTRICAL DISTRIBUTION
CENTER WITH SURGE
BOLLARDS AT
PROTECTION AND UPS
NEW CURB REFER
\�Yvvm/mo C*o/mo Sorrucu
CY
WITH E.D.C. FOR LOW VOLTAGE
AND DATA CONDUITS — REFER
V)
<
TO ELECTRICAL
��
VY|R|N� CABINET SUPPLIED \��.
.
UPS
" = 1`—O"
HERW}N—YNLLIAMS ACRYLIC —LATEX
SW 2000 (CASABLANC/) --------
SHERN|N—YV|LL|AWS ACRYLIC —LATEX
SW 1602 (THEATRE RED)------'
SHERVV|N—VY1LL|AMS ACRYLIC —LATEX
SW 2060 /CASABLANCA\-------
H\A\C UNIT BY BUILDING
MANUF. ELEC. BY G.C.--------'
ELECTRICAL METER
EMERGENCY TELEPHONE PROVIDE
SEPARATE PHONE LINE —
BOLLARDS REFER TO C|V|LS
FINISHED FLOOR
'
FINISHED GRADE---7 \
-
EAST ELEVATION 1/2" = l'—O"
2
SHERWIN—WILLIAMS ACRYLIC —LATEX
SHERWIN—WILLIAMS ACRYLIC —LATEX
TE M ERGENCY
REFER TO SHEET 6—A4 FOR SIGNAGE-
SW 1602 (THEATRE RED)
5—A4. FOR SIGNAGE-
ELEPHONE
ACRYLIC —LATEX
REFER TO SHEET
SHERWIN—WILLIAMS
STOP ENGINE
MAIL SLOT AT 48" A.F.G
PHONE MOUNTING HEIGHT SHALL
N CASE OF fW OR SM
BY BLDG. MANUFACTURER
HVAC UNIT BY BUILDING
REQUIRED FOR PHONE USE
FACM MORESS M.
El
MANUF. ELEC. BY G.C.
EMERGENCY TELEPHONE PROVIDE
SEPARATE PHONE LINE
ELECTRICAL METER
EMERGENCY TELEPHONE SUPPLIED
tMEROENCY
-HOLLOW METAL D OOR AND FRAME BY
BY PHONE COMPANY SHALL BE
BUILDING MANUF.— TEMPERED WIRE GLASS
HE»mwu mu COMPATIBLE/VOLUME
LFT Wa
WINDOW — LEVER TYPE HANDLE — CLOSURE IS
CONTROL PHONE WITH SYMBOL OF
ADJUSTABLE RATE OPEN/CLOSE SET AS PER
ACCESSIBILITY. CORD LENGTH SHALL
BE A MINIMUM OF 29" LONG.
COMPLIANT 1\4" HIGH — REFER TO 5—SP4 FOR
EXACT HARDWARE SPECIFICATIONS.
BOLLARDS REFER TO CIVILS -------
FINISHED FLOOR :!:�Z^
HVAC UNIT BY BUILDING
Ld
UPS SUPPLIED WITH E.D.C.
18^ x 48" FREE STANDING ALL METAL
SHELVING UN[[ VYKH 2 ADJUSTABLE
SHELVES — SHELVING UNITS TO
SUPPORT 150 L8S. EACH — SUPPLIED
BY AND INSTALLED BY CONTRACTOR.
GENERAL CONTRACTOR SHALL
PROVIDE WEED BARRIER AND
WHITE GRAVEL AT NEW
LANDSCAPE ISLAND
SANDWICHED COMPOSITE
FRP WALL PANEL
H|[TI QUICK BOLT ||
3/8"0 4 1/4" EMBEDDED
1" X
NEOPRENE CASKET
J/8" MIN.
(SUGGESTED OVERHANG)
ANCHOR
AT BUILDING
DING SLAB
18° x GO" FREE STANDING ALL METAL
SHELVING UNIT WITH 2 ADJUSTABLE
SHELVES — SHELVING UNITS TO
SUPPORT 150 LBS. EACH — SUPPLIED
BY AND INSTALLED BY CONTRACTOR.
36" L0VV VOLTAGE CABINET
SUPPLIED WITH E.D.C.
ELECTRICAL CONDUITS TYPICAL OF
ER TO ELECTRICAL FOR
LOCATION AND SPACING
ELECTRICAL CONDUITS — REFER
TO ELECTRICAL FOR LOCATION
AND SPACING
ELECTRICAL METER
ELECTRICAL DISTRIBUTION CENTER
/E.DC.\ REFER TO ELECTRICAL
GENERAL NOTES
1 . DISPENSING DEVICES SHALL BE PROGRAMMED TO LIMIT THE
AMOUNT OF FUEL DISPENSED TO 25 GALLONS PER TRANSACTION.
2. ALL DISPENSERS SHALL BE FIELD CALIBRATED TO DELIVER A MAX.
OF 10 GALLONS PER MINUTE.
3. THE GENERAL CONTRACTOR SHALL CONTACT BRIAN REILLY AT
WAL—MART TELECOM (501)277-4042 TO HAVE TELEPHONE
SERVICE ESTABLISHED. THREE DATA PHONE LINES, ONE VOICE
LINE FOR SINGLE —LINE CORDLESS PHONE LOCATED IN THE KIOSK
CAPABLE OF ACCEPTING INCOMING CALLS, AND ONE VOICE, LINE
FOR PAY PHONE OUTSIDE THE KIOSK THAT DOES NOT ACCEPT
INCOMING CALLS WILL BE REQUIRED.
4. THE GENERAL CONTRACTOR SHALL LABEL CLEARLY THE FOLLOWING
ITE�1S INSIDE THE EQUIPMENT BUILDING:
"EECO TANK MONITORING SYSTEM"
"EECO PHONE LINE"
"EQUIPMENT UPS"
"SERVICE PHONE"
"WAYNE E.C. CONTROLLER"
"WAYNE DISTRIBUTION BOX"
ALL PHONE JACKS SHALL HAVE PHONE NUMBER LABELED ON
THEM WITH WHAT EACH SERVES, SERVICE PHONE SHALL HAVE
PHONE NUMBER LABELED ON PHONE. GENERAL CONTRACTOR
SHALL ENSURE AUTOGAS SUPPLIED EQUIPMENT IS LABELED
INTERIOR ELEVATION
�\V\C SUPPLY AND RETURN AIR
RECEPTACLE FOR HVAC UNIT
SENERAL USE RECEPTACLE
WALL SHELVING SUPPLED BY AND
INSTALLED BY CONTRACTOR — SHELVING
FOR STORAGE OF 5 GAL, PLASTIC BUCKET
WITH L|D, CLEAN�NS SUPPL|ES, BA�S
OF DRY SWEEP, ALL SUPPLIED BY SAM'S —
12 ORANGE CONES SUPPLIED BY CONTRACTOR
UPS
---jLHAMSON FRENCH
ARCHITECTURE
502 S.W. A Street
Bentonville, Arkansas 72712
Telephone 501/273-7780
��k6'�� CLUB
`> U[�
.�r�m `� �/�_�/��
FUELING STATION
CLUB #6365
Il
C H A R L 0" TT E
SVILLE,
VIRGINIA
SAM'S CLUB
608 S.W. 8TH STREET
I Sheet Contents:
SERVICE BUILDING
PLAN, DETAILS AND
ELEVATIONS
Drawn By: DAV
Checked Bv:llNP
Project Number: YYF0020
Dote: 02-10-00
| Shoet� 2 OF � 3HEETS
1 Copyr|ght0
1 " RADIUS
2 1 /2" HIGH WHITE
ON BLACK BACKGRC
WHITE BACKGROUND
1 1 /2" HIGH BLACK
3/4" HIGH BLACK L
2" HIGH BLACK LET
1 1 /2" HIGH BLACk
2" HIGH BLACK LET
5/16" HOLE (TYP. 2) —
`�SIGN 9,Gfp
SIGNS.DWG
5/16" HOLE AT TOP
AND BOTTOM
1 " RADIUS
2" HIGH WHITE LETTERS
1 /4" WHITE STRIPE
1 " HIGH WHITE LETTERS
1/2" HIGH WHITE LETTERS
1 " HIGH WHITE LETTERS --
1 /2" HIGH WHITE LETTERS
REMOVABLE SIGN
VERIFY ADDRESS WITH
CITY OFFICIALS
SIGN "E"
SIGNS.DWG
EMERGENCY SHUT-OFF
SWITCH
1 " RADIUS
CENTER LINE OF
BUTTON 3'-6" ABOVE
FINISHED GRADE .I
2" HIGH 0 0
WHITE LETTERS
EMERGENCY
SHUTmOFF N
RED BACKGROUND N
5/16" HOLE
(1LIFT COVER
/1 P. 4) PUSH BUTTON
0
10"
SIGN "A" 3" = 1'-0"
SIGNS.DWG 3 SIGNS REQUIRED
3" = 1'-0"
10 SIGNS REQUIRED
1 " RADIUS
SPANDREL AT
DISPENSER
3" = 1'-0"
5 SIGNS REQUIRED
NOTE:
ALL SIGNFlGE ON
THIS SHEET EXCEPT #9
SHALL BE SUPPLIED BY,
AND INSTALLED BY �
GENERAL CONTRACTOR
0
2" HIGH
WHITE LETTERS
--.,NO SMOKING
"TOP
ENGINE
1 /4 WHITE STRIPE
-1Cv
1 /2" HIGH
WHITE LETTERS
N CASE OF FIRE OR SPILL
1 /4" HIGH
WHITE LETTERS
r IN
SE EMERGENCY SHUT-OFF
REPORT THE INCIDENT TO
FIRE DEPARTMENT - DIAL 911
5/16" HOLE AT
TOP AND BOTTOM
C5
<i
10"
�
SIGNm,B,�
SIGNS.DWG
N
v-
3" - 1'-0"
10 SIGNS REQUIRED
1 " RADIUS
WHITE
BLUE
BACKGI
WHITE
SIGN "H"
SIGNS.DWG
3" - 1'-O„
2 SIGNS REQUIRED
NOTE:
ALL SIGN'S ARE ALUMINUM
PRE -FINISHED SIGNS WITH
VINYL LETTERING.
1 " RADIUS
SIGN $$C)f
SIGNS.DWG
10"
THIS SIGN IS SUPPLIED BY
AND INSTALLED BY WAL-M/
0
Q
N
d'
3" - 1'-0"
10 SIGNS REQUIRED
1 iw� _
3" HIGH WHITE LETTER
RED BACKGROUND
5/16" HOLE (TYP. 4)
EACH WAYv �� v BOX SIGN IS INTERNALLY LIT.
SIGN IS 8" DEEP u�
C�
SIGN 'Y'(CANOPY)1 2" = 1'-0"
9 SIGNS-GAS.DWG THIS SIGN IS SUPPLIED AND INSTALLED BY SAWS,
ELECTRICAL BY GENERAL CONTRACTOR.
SIGN "F"
SIGNS.DWG
1 " RADIUS
1
3" — 1 e—®re
1 SIGN REQUIRED
0
SIN
PS
1 " HIGH ER MUST ST
WHITE LETTERS
OUTSIDE OF-4
RED BACKGROUND VEHICLE IN MEW
F FUELING
NOZZLE -DURING
HOLE TOP DISPENSING
TOP AND BOTTOM
10"
Q
O
M
SIGN O V) 3" = 1'-0"
4 SIGNS.DWG
10 SIGNS REQUIRED
HARRISON FRENCH
_
ARCHITECTURE
502 S.W. A Street
Bentonville, Arkansas 72712
Telephone 501 /273-7780
J
SAWS CLUB
FUELING STATION
SAM'S CLUB
608 S.W. 8TH 'STREET
BENTONVILLE, AR 72712
Sheet Contents:
SIGNAGE DETAILS
f
Project Number: WF0020
Date: 02-10-00
Sheet: 3 OF 3 SHEETS
Copyr 3 ght 0
6 CLAMPS MINIMUM — REFER TO
XERXES INSTALLATION MANUAL
SAWCUT REMOVE AND REPLACE ASPHALT
TO MATCH EXISTING AS REQUIRED — FIELD
VERIFY EXACT DISTANCE.
GENERAL CONTRACTOR SHALL DETERMINE
EXACT BURIAL DEPTH OF TANKS AS
REQUIRED TO MAINTAIN 1 /8" PER FOOT
SLOPE OF PIPING FROM FARTHEST ISLAND
TANKS — DEPTH SHOWN IS MINIMUM
OVER EXCAVATION MAY BE REQUIRED
DUE TO SOIL CONDITIONS OR LOCAL
REQUIREMENTS.
SLOPE EXCAVATION AS NE
1'-0" OF PEA GRAVEL FI
TANKS AND BOTTOM OF I
OR AS LOCAL CODES RE(
TREVIRA #1125 GEOTEXTII
FABRIC LINER AT LINE OF
EXCAVATION.
TANK STRAPS BY TANK N
TURNBUCKLES BY GENER/
PER TANK MANUF. SPEC.
1/2" WIRE ROPE WITH
6 CLAMPS MINIMUM — RI
XERXES INSTALLATION MAI
1" STEEL ANCHOR SUPPL
CONCRETE DEADMEN PRO
BY TANK MANUFACTURER
ADJACENT TANK DEADMEN
NOTE:
ALL STEEL TO BE COATE[
CORROSION
NOTE:
TANKS, TANK STRAPS, DE
ANCHORS TO BE SUPPLIE
TANK MANUF. — TURNBU(
CLAMPS TO BE SUPPLIED
AC r7CO TUC TAKII/ AAAKII IC
M,STORAGE , i • i ,
C
W6117T2.DWG
4"
6"
�,MPD BASE DIMENSIONS
Ti .DWG
CENTER LINE OF DISPENSER
DISPENSER
SUPER UNLEADED PRODUCT
J—BOX
UNLEADED PRODUCT
VAPOR RETURN STUB
1/2" = 1'-0"
PAINTED ORANGE — VAPOR CONNECTION
6x6 — W1.4xW1.4 WELDED WIRE
FABRIC AT 3" BELOW TOP OF SLAB
#5 REBAR AT 12" O.C. E.W. TO
6'-0" EACH SIDE ALL MANWAY
RISERS
PAINTED RED — SUPER UNLEADED
PAINTED WHITE — UNLEADED
6" THICK CONCRETE TANK SLAB —
REFER TO SPEC'S
1/2" DIA.x2'—O" SMOOTH DOWELS AT
2'-0" O.C. — GREASE ONE END
W6117T2.DWG
NOTE:
PIPING TRENCHES SHOULD BE DUG IN SUCH
A MANNER THAT THE TRENCH WIDTH IS EQUAL
TO AT LEAST TWICE THE WIDTH OF ALL THE
FLEXIBLE PIPES CONTAINED WITHIN. ALL PIPING
SHOULD BE POSITIONED IN THE TRENCH SO
THEY ARE A MINIMUM OF 2" (50mm) APART.
TRENCH TURNS SHOULD BE SWEEPING RATHER
THAN SHARP ANGLES. THE BOTTOM OF THE
TRENCH SHOULD BE AS UNIFORM AS POSSIBLE
TO ELIMINATE HIGH SPOTS TO INSURE AN EVEN
LAYER OF BEDDING MATERIAL UNDER THE PIPE.
REMOVE ALL SHARP ROCKS AND DEBRIS FROM
THE TRENCH BOTTOM BEFORE BEDDING MAT—
ERIAL IS INSTALLED.
PEA GRAVEL BACK —FILL
ELECTRICAL CONDUIT REFER TO ELECTRICAL
DRAWINGS FOR EXACT SIZE AND NUMBER
2" PRIMARY PIPING WITH 3" SECONDARY
PIPING — REFER TO T-1
FIBERGLASS VAPOR RETURN
PIPING — REFER TO T-1
FUELING POSITION NUMBER 1 WILL ALWAYS
BE CLOSEST DISPENSER TO THE TANKS
REFER TO 2-A1
2" FIBERGLASS VAPOR PIPING SLOPE MIN
1/8" PER FOOT TO TANKS
3" FIBERGLASS VAPOR PIPING SLOPE MIN
1 /8" PER FOOT TO TANKS
2" = 1'-0"
NOTE:
TANKS ARE FACTORY BRINE FILLED
2' —0"
J, 10'-0" )) y 10,-0"
NOTE -
ALL FIBERGLASS VAPOR 5
PIPING SHALL BE 3" DIA. T3
UNLESS NOTED OTHERWISE
UNLEADED
20,000 GAL.
Ir----------------- -------------- ----- ®_.-----------------------------®,.— i
I I �
I 5 �
4 T1
12 ® 11 T1 1 Nn
9 ® ❑ F F ❑)F5 � � � ❑ 1
i ------------ ------ -------------------------------------- ----- -
---- — -- --- --- --- ---- — ----1— ------ --- -------------- ---- —
I ❑ 50 ❑ ❑ __ _ _ ❑ T3 ❑ 01
-- ----- - ----- — ---- — ---- -- ------ —'o
55 55 55
21 22 21 22 55 55 50 55 4 w
21 22 T3 0
L----------_.---------------_.---------------------------------- ._-®-®---------- ------J
PLAN
NORTH
NOTE:
STAGE I & STAGE it VAPOR RECOVERY SYSTEM SHALL BE
INSTALLED AND TESTED AS PER CARB EXECUTIVE ORDER
NUMBER G-70-153—AC. GENERAL CONTRACTOR SHALL
VERIFY THAT INSTALLATION AND TESTING FOR TANKS AND
VAPOR RECOVERY MEETS ALL LOCAL, STATE AND FEDERAL
REQUIREMENTS.
3" FIBERGLASS VAPOR PIPING SLOPE MIN
T3 1/8" PER FOOT TO TANKS
6 SUPER UNLEAD
T1 12,000 GAL.
OBSERVATION WELL TYPICAL OF (2)
REFER TO 5—T3
ANNULAR SPACE RESERVOIR TYPICAL
0 OF (1) EACH TANK REFER TO 6—T3
VAPOR TRANSFER REFER TO 7—T3
OLOW POINT OF VAPOR PIPING
VAPOR RECOVERY CONNECTION REFER
TO 8—T3
42" CONTAINMENT MANWAY WITH
SUBMERGED PUMP / VAPOR RETURN
! ! REFER TO 5—T2
PRODUCT FILL REFER TO 3—T3
TANK PROBE REFER TO 2—T3
PRODUCT FILL REFER TO 3—T3
®� ep 42" CONTAINMENT MANWAY WITH
e 2" SYPHON AND VAPOR RETURN
REFER TO 3—T2
42" CONTAINMENT MANWAY WITH (2)
SUBMERGED PUMPS AND 2" SYPHON
T2 REFER TO 4—T2
UNLEADED
8.000 GAL. 3" FIBERGLASS VENT PIPING TO CANOPY
COLUMN REFER TO 4—T3
HARRISON FRENCH
,ARCHITECTURE
502 S.W. A Street
Bentonville, Arkansas 72712
Telephone 501 /273-7780
SAM'S CLUB
FUELING STATION
CLUB #6365
C HAR Lu"TTE
SVILLE,
VIRGINIA,
SAM'S CLUB
608 S.W. 8TH STREET
BENTONVILLE, AIR 72712
Sheet Contents:
Drawn By: DAV
Checked By: TWP
Revisions:
Project Number: WF0020
Date: 02--10-00
Sheet: 1 OF 1 SHEETS
IN
PIPING
W7D14T1
3/32" = 1'-0"
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