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FOUNDATION SUBSURFACE PREPARATION SAM'S CLUB REMODEL
STORE NO. 6365, CHARLOTTESVILLE, VIRGINIA
1/16/08
MODIFIED 1/21/08 AND 2/25/08)
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND /OR
OAK F
SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO
FFE = 469.63
BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING
AND APPURTENANCES.
PIN z
APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO N82'29'55"W
DRAWING SHEET SP I), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING CH =70.27
SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS,L =80.63
CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE BASE R = 45.00
AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF Tan =56.23
THE ACTUAL BUILDING AND THE APPURTENANCES.A =10739'30"
ESTABLISH THE FINAL SUBGRADE ELEVATION AT 11.5 INCHES BELOW FINISHED FLOOR REPLANT
ELEVATION TO ALLOW FOR A 5.5 INCH SLAB, OR AT 12 INCHES BELOW THE FINISHED SHOWN
FLOOR ELEVATION TO ALLOW FOR A 6 INCH SLAB TO ALLOW FOR THE SLAB THICKNESS
OAK x
AND A 6 INCH BASE. THE BASE SHALL CONSIST OF 6 INCHES OF COARSE AGGREGATE
MEETING THE GRADATION REQUIREMENTS OF VDOT NO. 21 B CRUSHED STONE WITH 100%
PASSING THE 1' /s INCH SIEVE, 15% TO 55% PASSING THE NO.4 SIEVE, AND 5% TO 12%
PASSING THE NO. 200 SIEVE. THE 21B CRUSHED STONE BASE SHALL BE RE- SEALED WITH
A SMOOTH DRUM ROLLER JUST PRIOR TO CONCRETE PLACEMENT TO PROVIDE A SLAB I
SUBGRADE THAT IS FREE OF EXPOSED AGGREGATE OR SURFACE VOIDS GREATER THAN I
y IN SIZE AT TIME OF SLAB INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED.
EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL
I I f OAK i
BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL,
ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE I
UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE.
REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE I
MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND
SHALL MEET THE FOLLOWING REQUIREMENTS:
CONTROLLED STRUCTURAL FILL MAY BE CONSTRUCTED USING THE NON -ORGANIC 50 ACCESS EASEMENT
ON -SITE SOILS (IF ENCOUNTERED, CH AND MH SOILS SHALL NOT BE USED FOR D8 763 PG 600)IBELOW -GRADE RETAINING STRUCTURE BACKFILL). IF AN OFF -SITE BORROW SOURCE IS
REQUIRED TO BALANCE THE SITE, THE IMPORTED MATERIALS SHALL HAVE A I
CLASSIFICATION OF CL, ML, SC, OR SM AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION
SYSTEM. OTHER MATERIALS MAY BE SUITABLE AS A BORROW SOURCE FOR
ll, S
CONTROLLED STRUCTURAL FILL MATERIALS AND SHOULD BE INDIVIDUALLY
SEE GEWRALAL NOTE 2, THIS SHEET
EVALUATED BY THE INDEPENDENT TESTING LABORATORY. A MINIMUM STANDARD
PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY OF 90 POUNDS PER CUBIC FEET FOR FILL
HOLLY(2)
MATERIALS SHALL BE MAINTAINED. CONTROLLED STUCTURAL FILL SHALL BE FREE OF I
BOULDERS, ORGANIC MATTER, DEBRIS, OR OTHER DELETERIOUS MATERIALS AND SHALL
HAVE A MAXIMUM PARTICLE SIZE NO GREATER THAN 2 INCHES IN THE UPPER 2 FEET I
BELOW STUCTURE SUBGRADES, AND A MAXIUM PARTICLE SIZE OF 4 TO 5 INCHES BELOW
BE IEMOVED & DISPOSED OF
THAT LEVEL. THE CONTRACTOR SHALL BE PREPARED TO WET AND DRY ONSITE SOILS
USED FOR FILL.
SEE T
REERCED AS SHOWN ON SHEET C2.
LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L.QBUILDINGAREA, BELOW UPPER 4 FEET <20 MAX.> <50 MAX.>I
ccBUILDINGAREA, UPPER 4 FEET <20 MAX.> <50 MAX.>I
SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN I
coTHICKNESSANDCOMPACTEDTOATLEAST98PERCENTOFTHESTANDARDPROCTOR
BRADFORq
MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT WITHIN 3 PERCENT WBELOWTO3PERCENTABOVETHEOPTIMUM.v
SSDMH
P
THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND I Q
CONTINUOUS SPREAD FOOTINGS AT WALLS.
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE I
WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS
PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL -MART SPECIFICATIONS. REFER
TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS
f f I
PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT
PREPARED BY FROEHLING & ROBERTSON, INC. DATED 16 JANUARY 2008 ( GEOTECHNICAL
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REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).
I
GENERAL NO TES
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CAUTIONED TO DISTURB ONLY THOSE AREAS I
W
1. THE CONTRACTOR IS SPECIFICALLY
INDICATED ON THIS PLAN. ANY DEVIATION FROM DESIGNATED DISTURBANCE
9Y. .'k „'Sts, r 1 - :4 . h r„v •-,?
AREAS, PERFORMED OR ANTICIPATED, SHALL BE IMMEDIATELY REPORTED TO
9 -
THE ENGINEER OF RECORD. SUCH DEVIATIONS MAY NECESSITATE DEVELOPMENT
OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND TO OBTAIN
STATE GENERAL PERMIT COVERAGE.I
2. THE ANTICIPATED DISTURBED AREA SHOWN IS 0.34 ACRES. 1Q 0
I `
3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
UTILITIES IN THIS AREA PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
SHALL CONTACT MISS UTILITY 0 1- 800 -552 -7001 FOR LOCATION OF ALL
UTILITIES AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.
4. EXISTING VEGETATION WITHIN COUNTY DRAINAGE EASEMENT SHALL REMAIN I
Q UNDISTURBED.I
00
SUbmlttal Type o
Reviewed and App roved by the to
Co Development Department I
Date -'
File# s
Signature
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bc
IW =10 WATER'0 ' 3P_R • LO `
LINE f I
N27'26'S8"W OAl - N) W ---- ., .-, W -. `.- I
CH= 59.77 ` I I
I + W EXIST. HEDGE ROW TO
L =59.81 1 #`t I I `? 1 I 1 I REMAIN. SEE NOTE 4-
R= 460.58 I e I I 1 1 I 1
1 s I J I 4. 10MN31Tan -29.95 E, IIL I
I l I ` 030
3j10 -W 0= 7"2 If ti QN I W IGHTS ; ROA i t B ,22 3
4.5 _ __
J / EXIST
SSMH I I l
PO ` E
1 1
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PROPOSED GREASE TRAP
45 -_ c- .
NOLY TREE AS
ITE PLAN, SHEET C2.
PIN P1 - - - _ _ / "J 4WES 2
OAK =#S I f
EX GAS LINE i -' G
APPROX.s
iRpGNO___ uGE UGT
GNS p ,o) .STORMsdANH C C GAS ELEC. TRANS. TL43
OUT METER UTIL.
PIN
CLEAN (6) WATER CONTROL VALVESp ` >, OUTSffIOAK
HOLLY(2)
r {'
15' ELECTRIC EMEN 3" METAL DRAIN
I DB 2105 PG 260 TO
MOVE EXISTING CONCRETE SIDEWAL
PIN DCENNRED OEXIST. PROPOSEDMPRODU C
COOERTION OF
ELECTRIC CABLE) SEE NOTE 3 THIS SHEET.f oAlc REMOVE EXISTING CONCRETE SIDEWALK
I` (APPROX. 140 LF) AND EXISTING GREASE IPROJECT LIMITS ( - - - - - - - )
TRAP TO ACCOMMODATE INSTALLATION OF ;SEE GENERAL NOTE 2, THIS SHEET
HOLLY(3)
f
NEW GREASE TRAP AND CONNECTIONS.
SEE NOTE 3, THIS SHEET AND PLUMBING PLANS.
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REV. r
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ff F I PIN' ? °'
OAK
RfTlS
D(. FOSTER HOLLY (2)
AND HEDGE ROW TO
REMAIN. SEE NOTE 4.
1 2
0! I SAM'S CLUB #6365Ur PROP'DSED Sq.Ft.= 138,218
TOP =468.48 , , . r, , ,... ` K. !r t;.
INV IN(18 ") =63.18 _ - rPIN?: INV OUT -462 - --
EXISTING SIGNAGE AND BOLLARDS.
EXISTING CANOPY TO REMAIN
REMOVE EXISTING CONCRETE PAVEMENT
TO ACCOMMODATE PROPOSED STOOPS -
AND GRADE TRANSITION PAVEMENT
SEE ARCH. PLANS
REMOVE EXISTING ASPHALT AND CONCRETE
PAVEMENT TO ACCOMMODATE PROPOSED VESTIBULE,
CANOPY, LOADING AREA AND SIDEWALKDS. EXCAVATE
STONE BASE AND SOILS TO COMPETENT SUBGRADE.
SEE NOTE 3, THIS SHEET.
N OAK : - Q 8 - Ion1 SAW -CUT PAVEMENTII1R \\ ' PROPOS GREASE TRAP PIN3 LL . _ oac
j a o \ o .r `° ` - +9 _ yr' o
OA
PIN OAK (2) PPIN OAK (2
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EXPL. _ - -
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AND DISP IERLY
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ST. 2Q' DRAINAGE EASEMENT
08 1.174 PG 294
f
CONCR /
REMOVE EX. HEDGE -ROW
REPLACE AS SHOWN ON
SITE PLAN, SHEET C2.
SEE NOTE 4.
DD
PROJECT LIMITS ( - - - - - - - )
SEE GENERAL NOTE 2, THIS SHEET
20' WATER EASEMENT
DB 1174 PG 330
I
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REVISION EXPLANATION:
I Q ADDED SEWER LINES AND REVISED
I ' LOCATION OF NEW 2,000 GAL.
GREASE INTERCEPTOR. ADDED
OMITS OF DISTURBANCE FOR
NEW VEGETATIVE SCREEN ALONG
REAR OF BUILDING PER COUNTY
f PLANNING COMMENTS.
Y ( I 2 SHOWN EXISTING TREES PER COUNTY
PLANNING COMMENTS. REVISED LIMITS
OF DISTURBANCE FOR REAR VEG.M SCREEN. INDICATED EXISTING VEG.
I SCREEN WITHIN DRAINAGE EASEMENT
TO REMAIN UNDISTURBED.CRAB
y Q:, <_} APPLE
IS0 (
0 01S
rop =468. 3
INV IN =45 55
INV OUT =456.53
RED IIBUD
2)
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SEE
REV.
9 • / EXPL. f
SDM
TOP-468.69 + f460.991INVIN(12' =46V.09 fINVOUT-460.95 Nv
2 ( \
APf
046
68-+ A-
i A .f.
DIS(PIPES RECESS6)
TOP =467.23
INN IN(15' =453.55
INV IN(18 .'55
INV OUl=453.53
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BENCHMARK
w s" 7 ON CON LjGHT
ELEV- 470.58'
SET FROM Fir PER PLAN
SHEET(40.6n
GRAPHIC SCALE
30 0 15 30 00
IN S)
1 inch - 90 fL
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ISSUE BLOCK
1 05 -16 -08 PLAN REV #1
2 06 -30-08 CHG DIR #1
CHECKED BY: BEB/BKB
DRAWN BY: AX/BEB
FILE NAME: 50009721
PROTO CYCLE: 12 -28 -07
DOCUMENT DATE: 02 -25 -08
n-
om R BO'D1"
1k. No. 43311
l
DEMOLITION
PLAN
SHEET:
c 1
H
PIN 0
O OAK F FFE = 469.63
f f f X31
PIN z
lOAK za
PIN
OAK x
I I f }
I (( I HOLLY(4)
W
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PIN
I I f OAK iiof
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f I I o`'.. z PPROJECTTIMITS (- - - - - --ll, S SEE GEWRALAL NOTE 2, THIS SHEET
fI HHOLLY(2)FUSING CONCRETE PLANTERS TO
f f ( Q r' I B BE IEMOVED & DISPOSED OF
TRid SHALL BE REPLANTED ORSEET
REERCED AS SHOWN ON SHEET C2.f f f REV. I R
EXPL. _'
EXS GREASE TRAP TO
BRADFORq BE REMOVED SEEPEAR (2) b
S SDMH
P
TOP-469.32
PIN f \. IINV IN(18') =OAK I"V IN(18') =460.33 17oa7 SERVICE
f f I
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QS .}. ;i} S
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W
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99Y. .'k „'Sts, r 1 - :4 . h r„v •-,?
9 -
EXISTING SIGNAGE AND BOLLARDS.
EXISTING CANOPY TO REMAIN
REMOVE EXISTING CONCRETE PAVEMENT
TO ACCOMMODATE PROPOSED STOOPS -
AND GRADE TRANSITION PAVEMENT
SEE ARCH. PLANS
REMOVE EXISTING ASPHALT AND CONCRETE
PAVEMENT TO ACCOMMODATE PROPOSED VESTIBULE,
CANOPY, LOADING AREA AND SIDEWALKDS. EXCAVATE
STONE BASE AND SOILS TO COMPETENT SUBGRADE.
SEE NOTE 3, THIS SHEET.
N OAK : - Q 8 - Ion1 SAW -CUT PAVEMENTII1R \\ ' PROPOS GREASE TRAP PIN3 LL . _ oac
j a o \ o .r `° ` - +9 _ yr' o
OA
PIN OAK (2) PPIN OAK (2
PIN
468 -OAK ,
RADF56
3
PEAR (2) \PIN Gfi3OAK
L 2
SEE PIN - --63 \REV.
EXPL. _ - -
f f f : T
f I f \ REMOVE ALL. EXST NG CART
AND DISP IERLY
f .,
a
PIN `
OAK
f PIN - - --
OAK
6a - -- - - - -468 -•
a}
1-
V- .
LL
o M
W - - W
OP P fib'
r SIGN'
EX. REREOAK . ,/
2 HYD
f SEE REV. EXPL.
ST. 2Q' DRAINAGE EASEMENT
08 1.174 PG 294
f
CONCR /
REMOVE EX. HEDGE -ROW
REPLACE AS SHOWN ON
SITE PLAN, SHEET C2.
SEE NOTE 4.
DD
PROJECT LIMITS ( - - - - - - - )
SEE GENERAL NOTE 2, THIS SHEET
20' WATER EASEMENT
DB 1174 PG 330
I
f
REVISION EXPLANATION:
I Q ADDED SEWER LINES AND REVISED
I ' LOCATION OF NEW 2,000 GAL.
GREASE INTERCEPTOR. ADDED
OMITS OF DISTURBANCE FOR
NEW VEGETATIVE SCREEN ALONG
REAR OF BUILDING PER COUNTY
f PLANNING COMMENTS.
Y ( I 2 SHOWN EXISTING TREES PER COUNTY
PLANNING COMMENTS. REVISED LIMITS
OF DISTURBANCE FOR REAR VEG.M SCREEN. INDICATED EXISTING VEG.
I SCREEN WITHIN DRAINAGE EASEMENT
TO REMAIN UNDISTURBED.CRAB
y Q:, <_} APPLE
IS0 (
0 01S
rop =468. 3
INV IN =45 55
INV OUT =456.53
RED IIBUD
2)
o 2 f
SEE
REV.
9 • / EXPL. f
SDM
TOP-468.69 + f460.991INVIN(12' =46V.09 fINVOUT-460.95 Nv
2 ( \
APf
046
68-+ A-
i A .f.
DIS(PIPES RECESS6)
TOP =467.23
INN IN(15' =453.55
INV IN(18 .'55
INV OUl=453.53
I0
q
f
x
BENCHMARK
w s" 7 ON CON LjGHT
ELEV- 470.58'
SET FROM Fir PER PLAN
SHEET(40.6n
GRAPHIC SCALE
30 0 15 30 00
IN S)
1 inch - 90 fL
l
I I
4 -
ff
fo
x
z
BRADFORD ( IPEAR (2) N
I
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1 :Z C%2
L.Lj m
L Q D
W = cr
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ISSUE BLOCK
1 05 -16 -08 PLAN REV #1
2 06 -30-08 CHG DIR #1
CHECKED BY: BEB/BKB
DRAWN BY: AX/BEB
FILE NAME: 50009721
PROTO CYCLE: 12 -28 -07
DOCUMENT DATE: 02 -25 -08
n-
om R BO'D1"
1k. No. 43311
l
DEMOLITION
PLAN
SHEET:
c 1
H
6a - -- - - - -468 -•
a}
1-
V- .
LL
o M
W - - W
OP P fib'
r SIGN'
EX. REREOAK . ,/
2 HYD
f SEE REV. EXPL.
ST. 2Q' DRAINAGE EASEMENT
08 1.174 PG 294
f
CONCR /
REMOVE EX. HEDGE -ROW
REPLACE AS SHOWN ON
SITE PLAN, SHEET C2.
SEE NOTE 4.
DD
PROJECT LIMITS ( - - - - - - - )
SEE GENERAL NOTE 2, THIS SHEET
20' WATER EASEMENT
DB 1174 PG 330
I
f
REVISION EXPLANATION:
I Q ADDED SEWER LINES AND REVISED
I ' LOCATION OF NEW 2,000 GAL.
GREASE INTERCEPTOR. ADDED
OMITS OF DISTURBANCE FOR
NEW VEGETATIVE SCREEN ALONG
REAR OF BUILDING PER COUNTY
f PLANNING COMMENTS.
Y ( I 2 SHOWN EXISTING TREES PER COUNTY
PLANNING COMMENTS. REVISED LIMITS
OF DISTURBANCE FOR REAR VEG.M SCREEN. INDICATED EXISTING VEG.
I SCREEN WITHIN DRAINAGE EASEMENT
TO REMAIN UNDISTURBED.CRAB
y Q:, <_} APPLE
IS0 (
0 01S
rop =468. 3
INV IN =45 55
INV OUT =456.53
RED IIBUD
2)
o 2 f
SEE
REV.
9 • / EXPL. f
SDM
TOP-468.69 + f460.991INVIN(12' =46V.09 fINVOUT-460.95 Nv
2 ( \
APf
046
68-+ A-
i A .f.
DIS(PIPES RECESS6)
TOP =467.23
INN IN(15' =453.55
INV IN(18 .'55
INV OUl=453.53
I0
q
f
x
BENCHMARK
w s" 7 ON CON LjGHT
ELEV- 470.58'
SET FROM Fir PER PLAN
SHEET(40.6n
GRAPHIC SCALE
30 0 15 30 00
IN S)
1 inch - 90 fL
l
I I
4 -
ff
fo
x
z
BRADFORD ( IPEAR (2) N
I
I f
I I
v
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0 0 ti
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0
cicr P .a
Z Lq
3 a o
Ul) oaLL
LAJ
wScr
0 3191
via <x,0M,.O ;ca8n8 W
N
IBCLg6 S D
W
a
LLJ
O > Ln R!
W Li ISO 0
o °
1 :Z C%2
L.Lj m
L Q D
W = cr
U >U
ISSUE BLOCK
1 05 -16 -08 PLAN REV #1
2 06 -30-08 CHG DIR #1
CHECKED BY: BEB/BKB
DRAWN BY: AX/BEB
FILE NAME: 50009721
PROTO CYCLE: 12 -28 -07
DOCUMENT DATE: 02 -25 -08
n-
om R BO'D1"
1k. No. 43311
l
DEMOLITION
PLAN
SHEET:
c 1
H
ISSUE BLOCK
1 05 -16 -08 PLAN REV #1
2 06 -30-08 CHG DIR #1
CHECKED BY: BEB/BKB
DRAWN BY: AX/BEB
FILE NAME: 50009721
PROTO CYCLE: 12 -28 -07
DOCUMENT DATE: 02 -25 -08
n-
om R BO'D1"
1k. No. 43311
l
DEMOLITION
PLAN
SHEET:
c 1
H
n-
om R BO'D1"
1k. No. 43311
l
DEMOLITION
PLAN
SHEET:
c 1
H
GENERAL NOTES
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANSISBASEDONRECORDSOFTHEVARIOUSUTILITYCOMPANIES,
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
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT NTH THE PROPOSED IMPROVEMENTS SHOWN
ON THE PLANS.
2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY
TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
3. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY
TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
4. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS
FOR ALL NATURAL AND PAVED AREAS.
5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4
INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO
ALL SLOPES 3HAV OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS
IN ACCORDANCE WITH COUNTY SPECIFICATIONS UNTIL A HEALTHY
STAND OF GRASS IS OBTAINED.
6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME
7. BENCH MARK INFORMATION: PAINTED SO. ON CORNER OF LIGHT POLE BASE
ELEVATION - 470.58
8. TOPOGRAPHIC SURVEY INFORMATION PREPARED BY:
DEWBERRY do DAVIS , DATED : JANUARY 15, 2008
9. SEE ACCESSIBLE PARKING SPACE DETAIL FOR PARKING SPACE SIZE, SIGN
AND SYMBOL ( "VAN" INDICATES VAN - ACCESSIBLE SPACE)
LEGEND FOR
PROPOSED IMPROVEMENTS
PROPOSED BUILDING
PROPOSED CURB
AND GUTTER
PROPOSED PARKING SPACES
CART CORRAL
NEW STANDARD DUTY
4 Y.ASPHALT PAVEMENT
NEW STANDARD DUTY
CONCRETE PAVEMENT
PAINT STRIPING LEGEND
PROJECT LOCATION
BW*nwDive
l
Sw nhub Teat
Vicinity MapJ
SWSL/4' -SINGLE WHITE SOLID LINE / 4' WIDE
SAM'S CLUB (PROPOSED) 138,218 S.F.
SYSL/4' -SINGLE YELLOW SOLID LINE / 4' WIDE EACH
ACCESSIBLE SPACES 12 SPACES
DYSL /4' -DOUBLE YELLOW SOLID LINE / 4' WIDE EACH
SYSL /10'SINGLE YELLOW SOLID LINE / 10' WIDE
REQUIRED SPACES 582 SPACES
SWDL/4' -SINGLE WHITE DASHED LINE / 4' WIDE
EW CONCRETE SIDEWALKNEW
SWSL/24'SINGLE WHITE SOLID LINE / 24' WIDE
PROJECT LOCATION
BW*nwDive
l
Sw nhub Teat
Vicinity MapJ
N8729'55 V
CH =70.27
L =80.63
R =45.00
Ton =56.23
A =102'39'30"
ACCESS EAS
I 763 PG a
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V
I
I
REPLANT
EXISTING
I EXISTING
AT NEW
Q CH-59.77 I I W ,L =59.81 : I I I 1
R= 460.58 r , ,r r 0 I i t a 30Ton - ti 'P / L I 3 1 ml
o C
2x'24~
r
J r
r
T H I ROA i, 122 m
3 I o-I 1
r /ExIST I t • a 4 1 t
a I PO E
1 I Q
EW 2 GAL GREASE - - -
7 OH
INTERCEPTOR CONNECT PINTOEXISITARYSEWER
SEE LUMBING
469 -GE
EX GAS LINE . • ED. Al -25C -1 C
O • 6a ELECTRIC
I (APPRO HVAC EQUIPM NT ef° .,
RpX STORM
E UG ! CABINET
EX
uNAE P9 C CLEAN GAS U/G (2) n ELEC. TRANS. TL43
CLEANOUTMETERUTIL. ai 0 0
IN ; "
OUT
OUTS (6) WATER CONTROL VALVES
HOLLY(2) L -15' LECTRIC EASEMENT 3' METAL DRAIN
I 15
DB 2105 PG 260 NEW CONCRETE EQUIP. PAD
I (APPROX• LOCATION- (10'x10' -SEE ARCH PLANS)ON DUST.
W PIN ELECTRIC CABLE) NEW CONCRETE SIDEWALKI ° { I APPROX. 140LF -SEE ARCH PLANS)
EW 4' SDR -35 PVC SANITARY SEWER
O MINIMUM 1.0%. CONTRACTOR SHALL NEW PRODUCE COOLER
HOLLY(3) VERIFY SIZE AND ELEVATION OF EXISTING (SEE ARCH. PLANS)
CONNECTION LOCATIONS PRIOR TO
2' I INSTALLATION. (SEE PLUMBING PLANS)
I O e SEE
II I -
REV.
EXPL
i
0IIN
o t.
Om III8Ia SAM'S CLUB #6365
III J , PROPOSED Sq.Ft.= 1
N FFE = 469.63Is2 ..
HOLLY(4)
fill
SIGN
EX. REr'`
IN 2
oAK SEE REV. EXPL
2Q DRM
PG 294 S
J
FH ( i
2AV
CONCRETE / -ne
T/-
EXIST. HEDGE ROW TO REMAIN
SEE NOTE 4, SHEET C1. t
r
o
r- PIN
a OAK LEGEND:
I I $ I} EIP- EXISTING IRON PIPE ® GAS METER - SS - EX. SANITARY SEWER
HANDICAPPED PARKING SPACE =DIS-DROP INLET STANDARD NEW SANITARY SEWER
CI -CURB ISLAND YIG -YARD INLET MITE - - --- W - EX. WATERLINE SAW -CUT EXIST. CONCRETE
FOR NEW TRANSITION
s' N o A EX. WATER VALVE %SDMH-STORM DRAIN IVWHOL.E NEW WATERLINE
NEW WATER VALVE RCP - REINFORCED WX. PIPE - SD - EX. STORM DRAIN
T+ NEW WATER FITTINGS 0 UTILITY POLE _ _ -- UGT - EX. UNDERGROUND TELEPHONE j
PIN
oAtc o } x EX. FIRE HYDRANT * LIGHT POLE - G - EX. NATURAL GAS LINE
I I I x r
46- NEW FIRE HYDRANT v ,;ORNAMENTAL TREE -- trTEMP. SILT DIKE ON PAVEMENT NEW CONCRETE STOOPS
HOLLY(4) I SQ SSMH- SANITARY SEWER HOLE -v- SIGNw ;
SEE ARCH. PLANSMAN
SANITARY SEWER CLEANOUT •CO CLEAN -OUT
I I J r' W 0 LEGAM
PIN ,
I ( I ' } CONCRETE FIATwORK (SEE ARCH PLANS) 10V NAM ear
a: I DETECTABLE WARNING STRIP
W 10 'LO W l DOLLY O MIN
I I I
o I (SEE ARCM• PLANS) 0 FH 16 FOOM HOLLY 0' IIN
0
NO PARKING - LOADING ZONE" SIGN (LZ) $ c WILoMOUNTONBLDG. WALL O 5' ABOVE Iffill $ tND BAD W MIN
Iao GRADE (TYP. - 6 O 20 SPACING)
c HOLLY(2) I STANDARD DUTY FO a PN OAK 2 CAL.
I Z
PARKING DATA
EXIT
SAM'S CLUB (PROPOSED) 138,218 S.F.
FILE NAME
STANDARD SPACES 624 SPACES
2 I
ACCESSIBLE SPACES 12 SPACES
PAINTED ONLY' PAVEMENT
CART CORRALS 21 SPACES
TOTAL PARKING 657 SPACES
SEE
RATIO 4.75/1 S.F.
MARKER - SEE DETAIL, SHEET C3
REQUIRED SPACES 582 SPACES
N8729'55 V
CH =70.27
L =80.63
R =45.00
Ton =56.23
A =102'39'30"
ACCESS EAS
I 763 PG a
I
I
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Q
I
W
U
QI
I
I
I
I W
0
I
N
W
V
I
I
REPLANT
EXISTING
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Q CH-59.77 I I W ,L =59.81 : I I I 1
R= 460.58 r , ,r r 0 I i t a 30Ton - ti 'P / L I 3 1 ml
o C
2x'24~
r
J r
r
T H I ROA i, 122 m
3 I o-I 1
r /ExIST I t • a 4 1 t
a I PO E
1 I Q
EW 2 GAL GREASE - - -
7 OH
INTERCEPTOR CONNECT PINTOEXISITARYSEWER
SEE LUMBING
469 -GE
EX GAS LINE . • ED. Al -25C -1 C
O • 6a ELECTRIC
I (APPRO HVAC EQUIPM NT ef° .,
R pX STORM
E UG ! CABINET
EX
uNAE P9 C CLEAN GAS U/G (2) n ELEC. TRANS. TL43
CLEANOUTMETERUTIL. ai 0 0
IN ; "
OUT
OUTS (6) WATER CONTROL VALVES
HOLLY(2) L -15' LECTRIC EASEMENT 3' METAL DRAIN
I 15
DB 2105 PG 260 NEW CONCRETE EQUIP. PAD
I (APPROX• LOCATION- (10'x10' -SEE ARCH PLANS)ON DUST.
W PIN ELECTRIC CABLE) NEW CONCRETE SIDEWALKI ° { I APPROX. 140LF -SEE ARCH PLANS)
EW 4' SDR -35 PVC SANITARY SEWER
O MINIMUM 1.0%. CONTRACTOR SHALL NEW PRODUCE COOLER
HOLLY(3) VERIFY SIZE AND ELEVATION OF EXISTING (SEE ARCH. PLANS)
CONNECTION LOCATIONS PRIOR TO
2' I INSTALLATION. (SEE PLUMBING PLANS)
I O e SEE
II I -
REV.
EXPL
i
0IIN
o t.
Om III8Ia SAM'S CLUB #6365
III J , PROPOSED Sq.Ft.= 1
N FFE = 469.63Is2 ..
HOLLY(4)
fill
SIGN
EX. REr'`
IN 2
oAK SEE REV. EXPL
2Q DRM
PG 294 S
J
FH ( i
2AV
CONCRETE / -ne
T/-
EXIST. HEDGE ROW TO REMAIN
SEE NOTE 4, SHEET C1. t
r
o
r- PIN
a OAK LEGEND:
I I $ I} EIP- EXISTING IRON PIPE ® GAS METER - SS - EX. SANITARY SEWER
HANDICAPPED PARKING SPACE =DIS-DROP INLET STANDARD NEW SANITARY SEWER
CI -CURB ISLAND YIG -YARD INLET MITE - - --- W - EX. WATERLINE SAW -CUT EXIST. CONCRETE
FOR NEW TRANSITION
s' N o A EX. WATER VALVE %SDMH-STORM DRAIN IVWHOL.E NEW WATERLINE
NEW WATER VALVE RCP - REINFORCED WX. PIPE - SD - EX. STORM DRAIN
T+ NEW WATER FITTINGS 0 UTILITY POLE _ _ -- UGT - EX. UNDERGROUND TELEPHONE j
PIN
oAtc o } x EX. FIRE HYDRANT * LIGHT POLE - G - EX. NATURAL GAS LINE
I I I x r
46- NEW FIRE HYDRANT v ,;ORNAMENTAL TREE -- trTEMP. SILT DIKE ON PAVEMENT NEW CONCRETE STOOPS
HOLLY(4) I SQ SSMH- SANITARY SEWER HOLE -v- SIGNw ;
SEE ARCH. PLANSMAN
SANITARY SEWER CLEANOUT •CO CLEAN -OUT
I I J r' W 0 LEGAM
PIN ,
I ( I ' } CONCRETE FIATwORK (SEE ARCH PLANS) 10V NAM ear
a: I DETECTABLE WARNING STRIP
W 10 'LO W l DOLLY O MIN
I I I
o I (SEE ARCM• PLANS) 0 FH 16 FOOM HOLLY 0' IIN
0
NO PARKING - LOADING ZONE" SIGN (LZ) $ c WILoMOUNTONBLDG. WALL O 5' ABOVE Iffill $ tND BAD W MIN
Iao GRADE (TYP. - 6 O 20 SPACING)
c HOLLY(2) I STANDARD DUTY FO a PN OAK 2 CAL.
I Z
BEB/8KB
EXIT
1CNCRETE PAVEMENT
FILE NAME
I 2 I
12 -28-07
PAINTED ONLY' PAVEMENT
02 -25-06
A
SEE
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MARKER - SEE DETAIL, SHEET C3
I REV. ;' I EW CONCRETE SIDEWALKNEW
NEW ROOF DRAIN HEADER
21OLFf 6" PVC O 1.70 PAINTED TRAFFIC FLOW ARROW (TYP -4)
I
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SEE ARCH PLANS)I NIN ROOF DRAIN LATERAL PAINTED 'ENTER' PAVEMENT MARKER
I+}
BRADFORLIIINVPEAR (2) j
uj
w IN 6 461.75 1LFt 4" PVC O 2 .Ox)
lrp. OF 5)NEW ONE WAY SIGN ARROW LEFT
0Q
sDMH
TOP - 469.32 N STORM DRAIN
CLEAN (TYP
W 6' CO =465.95
OAK
Z
INV IN(18 =461.02 SEE CONNECT EXIST. DOWNSPOUT
I 11,11/ tN(DU=TO ANEW ROOF DRAIN SYSTEM
I I Q NEW CONCRETE S/W TO TIE
PIN
f
I IN FLUSH WITH EXISTING
I •oAK s CONCRETE SIDEW LX
FANDP 3 DMTOP - 468.48\ `:4.0.N; N•tE „
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T -. }- 4 y. , . fi P ,••
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I I I v \ ' 1 (S EE ARCH. PLANS) POAIC INV OUT = 460. 0IJ ' SYSL PER FIRE MARSHALL Y -
OCF) O j ° ; o . i - o •: - ._. °! r ry ` Cam-'' - ' - • 1 t`' ` .{ -'`' .- . ._••' 'I PIN PIN OAK ( N uc 2 C PAINTED 'N 1 -FIRE
POAKEWDOWNSPOOF5MYRTLE5 'I I I tsEE ARCH. P S _ - ALBEMARLEE .CQUN REQEM \ I
IPIN . 1 - - -46 - - - ,A68 - - - 46
aac. 6OLLARDS ~ CC C
1 '
CC CC 6 ( BRADFOQ 1 pI , 6 ) EX. SIGN P VAN VANI3PEAR (2) \ IOAK o - EE ARCH. PLANS) TO REMAI
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NEW 1,0 gal. GREASENASE ETER oSEEP1 _SEES!
RE/, `DAK (COORDIN TE INSTALLATION OFF co I
tr 'EXPL ` - R IWITH PLU i
DRAWING FOR CROSSING OF INEW CC CC Q 61PA19VENTLINESA \ - N
i v \ N GREASE INT EPTO3R) - - _ _ - 467_ GG-
K - - - -- -
RU \ \ CC CC Cc] r
NEW ASPHALT PAWEMBI - SECTION TO Ste
PIN MAICHIOAKNEWSURFCE CO)URSE HALL BE
N. sm
EXIST. SAM'S TD. SM9. SEE
CLUB SIGN c
e
PIN v 2
Om
I
CC 1 1 CC
I SHRUBS
PIN I`v
DEED BOOK 1174, PAGE 330
DEED BOOK 1881, PAGE 109
DEED BOOK 2066, PAGE 1
EXISTING H ACCESSIBLE CC I DIS(PIPES RECE E
I RESTRIPE A i SHOWN TOP- 467.23
AND NOTE 9 THIS SHEET INY IN(15' =453.5
IW IN(18'=
IW oUT(24'-
N - TYP.
SEE D C3
CC 11 CC
20' WATER EASEMENT
08 1174 PG 330
REVISION EXPLANATION:
Q ADDED SEWER LINES AND REVISEDLOCATIONOFNEW2.000 GAL
GREASE. INTERCEPTOR. ADDED
VEGETATIVE SCREEN ALONG REAR
OF BUILDING AND LANDSCAPE
LEGEND PER COUNTY PLANNING
COMMENTS.
A2 SHOWN EXISTING TREES PER COUNTY
PLANNING COMMENTS. INDICATED
EXIST. VEG. SCREEN WITHIN DRAINAGI
EASEMENT TO REMAIN INDISTURBED.
ADDED EXIST. SE ENTRANCE/EXIT
DRIVE do EXIST. MONUMENT SIGN.
PCI.B BASE °
N CM LIO11T
867f MM FF IOR PLM
SH"4W 3')
SIGN POSTS
REMAIN (TYP -4)
k
I GRAPHIC SCALE
30 0 16 30 s0
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FILE NAME
PROM CYCLE:12 -28-07
DOCUMENT DATE:02 -25-06
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05 -16 -08 PLAN REV. , #1
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OEan BY BEB/8KB
DRAWN BY:J ,
FILE NAME 50009721
PROM CYCLE:12 -28-07
DOCUMENT DATE:02 -25-06
n
MM E BODMAN
1k. No. 43311
SITE
PLAN
SHEE
C2