HomeMy WebLinkAboutPLANS - 03-00022 - Verizon Wireless - Monopole TowerPROPOSED EQUIPMENT BUILDING AND
MONOPOLE TOWER IN NEW LEASE AREA
ARCHITECT
RONALD THURBER & ASSOCIATES
111 S. 6th ST.
BOISE, IDAHO 83702
TEL (208)345-4698
FAX (208) 345-4699
SITE NAME
ID6-MADISON
UTILITIES
POWER COMPANY:
UTAH POWER
TEL (888) 221-7070
TELEPHONE:
QWEST
TEL (800) 244-1111
CONTACT PERSON -BUILDING PERMIT
CELLULAR TECHNICAL SERVICES for VERIZON WIRELESS
205 W. GARWOOD ROAD
RATHDRUM,IDAHO 83858
CONTACT: MR. JIM REHMS
TEL: (208) 670-9900
FAX: (208) 687-9922
TOWER OWNER
VERIZON WIRELESS
C/O SHANE TANNER
TEL: (801) 573-0045
UTILITY OPERATOR
VERIZON WIRELESS
5295 SOUTH 300 WEST SUITE 175
MURRAY, UTAH 84107
CONTACT: SHANE TANNER
TEL: (801) 573-0045
I_ CONSULTING TEAM
FOR VERIZON WIRELESS
DESCRIPTION OF PROJECT
AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY
CONSISTING OF A NEW 155' MONOPOLE TOWER NTH FOUR
WHIP -TYPE ANTENNAS, A NEW 12'X28' PREFABRICATED
EQUIPMENT BUILDING EQUIPPED WITH A 50 KW GENERATOR,
CONCRETE FOUNDATION. AND A 1000 GALLON PROPANE TANK
ALL ENCLOSED WITHIN A NEW CHAINLINK SECURITY FENCE.
PROJECT LOCATION
LEGAL: LOCATED IN THE SW 1/4 SW 1/4 OF SECTION 32,
TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN,
MADISON COUNTY, IDAHO.
SITE ADDRESS
1202 E. POLELINE RD.
REXBURG, IDAHO 83440
DIRECTIONS TO SITE
TURN OFF HIGHWAY 20 TO 1500 S. ST. E. FOR 2 MILES
UNTIL REACHING SOUTH HIGH 191 (S. YELLOWSTONE HWY.),
SOUTHEAST FOR 0.5 MILES. TURN ON W 2000 S. ST. IN A
WEST DIRECTION FOR APPROX. 1.6 MILES PASSING SKYVIEW
DR. ON THE LEFT. CONTINUE 0.1 MILES PAST SKYVIEW DR.
AND TURN LEFT ON POLELINE RD. POLELINE ROAD IS AN
UNMARKED COUNTY DIRT ROAD AND IS MARKED BY POWER
POLE #319001. CONTINUE NORTH FOR .2 MILES TO THE SITE.
LAT. N43'48'02.5" NAD83
LONG. W111'46'40.5"
ELEV. 5159.5'
PROPERTY OWNER
DICK SMITH FARMS, INC.
637 MILL HOLLOW RD.
REXBURG, IDAHO 83440
CONTACT: RICHARD SMITH
TEL: (208) 390-7000
ASSESSOR'S PARCEL NO,
254271
ZONING
LDR (LOW DENSITY RESIDENTIAL)
JURISDICTION
MADISON COUNTY
ZONING CONTACT PERSON: KURT
HIBBERT
TEL: (208) 359-3020 EXT 323
ADA COMPLIANCE
FACILITY IS UNMANNED AND NOT
HABITABLE.
ACCESSIBILITY NOT APPLICABLE.
BUILDING CONSTRUCTION TYPE
TYPE V -N
BUILDING USE/OCCUPANCY
S-2 (NON -OCCUPIED EQUIPMENT
VAULT)
SIZE OF BUILDING: 12' X 26' - 312 S.F.
TYPE OF BUILDING: DUPONT
N/A
PROJECT SUMMARY
SHEET NUMBER: DESCRIPTION:
ARCMECTURAL:
T-1 TITLE SHEET, VICINITY MAP &
GENERAL INFORMATION
C-1 SITE SURVEY
A-1 SITE PLAN
A-2 BUILDING & TOWER ELEVATIONS,
FLOOR PLAN, FOUNDATION PLAN &
FENCE DETAIL
A-3 EQUIPMENT BUILDING DETAILS
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t11lDING INSPECI(1R
SHEET INDEX
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ANTENNA
SITE
I _--- - LEASE
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31
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@ FOUND 1/2"
k 0.62' WEST
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s $�.
I ACCESS EASEMENT
DETAILS
1" . 40'
ACCESS EASEMENT DESCRIPTION
P 20 foot wide eaeemenl located Inthe
SWI/4 SWI/4 of so32, T.N.
�i &40 B.M.. Madison
C County, Idaho
described
d ae tallows:
Commencing at the southwest corner of
sold Section 32; thence, N.00'00'00"E..
868.75 feet along the west line of sold
Section 32 to the POINT OF BEGINNING.
thence,
N.GOOVOO"E., 34.03 feat along said
20 weal ...tion line to a Point In the east
line of Lot 10 Block 11 of the Valley
ry I Vlew Estate, Subdhi.lon, DIV,lon Na. 3;
'z thence,
N.36W'00'E., 77.53 feet along said
east line to an angle point In same;
thenceN.00,
\h
1e8 east Bine and, 300.36 feet east
Im said
east line and along the Bacl lilies of
Lola 11 and 12 of fold Block 11 to the
,p/yrO leBothase: the corner of an antenna alts
lease; thence.
S.8"7'46"E., 20.00 feel along the
/ .Doth line of sold lease: thence.
S.00'00'DO"W., 308.85 feet along a line
parallel with and 20.00 feet east of the
east boundary Ilne of said oubdidalon:
thence,
5.36'00'00"W., 111.56 feet to the POINT
OF BEGINNING,
sold easement containing 7.963 square
feet ar 0.183 acres, more or leas.
FND 1/2- REBAR
SEE R.D.S. FOR SBA TOWERS
DATED 5/30/01 INST. 289580
+ 1.9
�j
eum
I $ PROPOSED $
5.00' SHE
$ I2E 28' _
$ LTER 20.00
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SEE RECORD OF SURVEY FOR CELLULAR INC.
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DATED 4/19/1089 INST.230039
0
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(!00.00)
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PROPOSED 145 FT MONOPOLE
A POINT OF BEGINNING; thence,
$ a
ELEV AT MOUND 5159.3
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BURIED TELE
d: POKER
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IN EXISTING 1UTILITY
EASEMENT o
I $ PROPOSED $
5.00' SHE
$ I2E 28' _
$ LTER 20.00
Icul _________ ___________
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0
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FOUND 1/2 INCH REBAR
0
SET 1/2 INCH REBAR
(!00.00)
z
sold Section 32; thence, S.89'57'46"E., 45.57 feel to the
45.57'
A POINT OF BEGINNING; thence,
j
S8�
Fn
I
2q6
1/2 Inch tabor found M the north line of said SWI/4 SWI/4
q(ER 0 VERIZON WIRELESS
(per ROS Inst. No. 230039); thence,
D
5.89'57'46"E., 60.00 feel along sold north line to 0 1/2 Inch
Feb.,; thence,
OVERLAP OF LOT BLK fl
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1 O
I
VALLEY NEW ESTATES
`OR,N or `� 0 10 20 30 M TOHN AUSTII
8. A J
SURVEY
N.89'57'46"W., 60.00 feel to the POINT OF BEGINNING.
said lease containing3,000 square feel or 0.069 acres,
more or leas.
510N
VI
DIVISUBDSION 3
510NN NO.
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I INTO SWI/4 SWI/4
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SEE ROS INST. 213250
'SECTION 32
268790
_-n
20 0VT 60.00' 4
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SECTION ]2
leNI0.4QE
CELLULAR
(S8947E, 10002 NWI 4 SWI/4 (PER DEED)
- SWI 4 SWI/4
10' OFFSET STAKE
(TYPICAL)
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SITE DETAILS
ANTENNA SIM LEASE DESCRIPTION
LEGEND
0
FOUND BRASS CAP
O
FOUND 1/2 INCH REBAR
0
SET 1/2 INCH REBAR
(!00.00)
RECORD DATA
I
I
SITE DETAILS
ANTENNA SIM LEASE DESCRIPTION
CERTIFICATE OF SURVEYOR
1, JOHN S. AUSTIN, DO HEREBY CERTIFY THAT 1 AM A REGISTERED
y
0 1 A parcel of land in the SWI/4 SWI/4 of Section 32, T.6 N.,
PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO;
THAT THIS MAP WAS DRAWN USING NOTES TAKEN DURING A SURVEY
0 R.40 E., B.M., Madison County, Idaho described as follows:
IT I
MADE UNDER MY SUPERVISION AND IS AN ACCURATE REPRESENTATION
IN Commencing at the eouthwe.I corner of said Section 32;
OF SAID SURVEY; @ THAT I HAVE COMPLIED WITH THE REQUIREMENTS
In thence, N.00'00'00"E., 1265.88 feel along the weal line of
Of TRUE 55, CHAPTER 16, CORNER PERPETUATION AND FILING, AND
sold Section 32; thence, S.89'57'46"E., 45.57 feel to the
CHAPTER 19, RECORDING OF SURVEYS, OF THE IDAHO STATE CODE.
A POINT OF BEGINNING; thence,
JOHN S. AUSTIN ---
O I N,00'00'00"E., 50.00 feel along the east line of Lot 12 Block
P.L.S. 5081 RECORD OF SURVEY
1 11 of the Valley View Estates 6ubdivleion, DM,Ion No. 3 to 0
2q6
1/2 Inch tabor found M the north line of said SWI/4 SWI/4
q(ER 0 VERIZON WIRELESS
(per ROS Inst. No. 230039); thence,
�oY ID -6 MADISON DICK SMITH FARMS,
5.89'57'46"E., 60.00 feel along sold north line to 0 1/2 Inch
Feb.,; thence,
CELLULAR 7 1.PHONE ANTENNA LEASE
SWI/4 SWI/4 SECTION 32.
m T.8 N., R..40 E.. B.M.. MADISON CO.0. IDA
s560
S.00'00'00"W.. 50.00 feet to a 1/2 Inch rebar; thence,
`OR,N or `� 0 10 20 30 M TOHN AUSTII
8. A J
SURVEY
N.89'57'46"W., 60.00 feel to the POINT OF BEGINNING.
said lease containing3,000 square feel or 0.069 acres,
more or leas.
R r
SCALE: 1' - 2O 10038 ORMSEARY
OAIE, 11/23/2001 BOSE. 0 8371
tce-J]]-sea
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Dale
,cal
Dr.,
Che,
Dol,
Dat,
Bull,
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far
Con
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106
GENERAL NOTES
1. CALL "DIGLINE" 48 HOURS PRIOR TO ANY CONSTRUCTION
.(800) 342-1585 FOR LOCATION OF EXISTING UNDERGROUND
UTILITIES.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1997
UNIFORM BUILDING CODE AND THE APPLICABLE CODES BEING
ENFORCED BY THE LOCAL JURISDICTION.
3. THE EXISTING SITE CONDITIONS FOR PROPERTY LINES, ROADS,
UTILITY, AND MISCELLANEOUS HAVE BEEN DRAWN BASED ON
INFORMATION FURNISHED BY CELLULAR TECHNICAL SERVICES LLC,
205 W. GARWOOD ROAD, RATHDRUM, IDAHO 83858. TEL (406) 670-9900
AND JOHN AUSTIN SURVEYING, 10636 CRANBERRY ST., BOISE. IDAHO 83713.
DRAWINGS GENERALLY DESCRIBE THE EXISTING SITE CONDITIONS. EXACT
SITE CONDITIONS MAY VARY. REPORT ANY DISCREPANCIES TO ARCHITECT
IF THEY AFFECT THE WORK.
4. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL ABOVE
GROUND AND BELOW GROUND UTILITIES AND BE RESPONSIBLE FOR
ANY DAMAGE TO THESE UTILITIES.
5. CONTRACTOR SHALL ENSURE THAT ACCESS ROADS TO THE SITE MEET
ALL FIRE VEHICLE ACCESS REQUIREMENTS. CONTACT LOCAL FIRE
MARSHALL TO CONFIRM. REPORT ALL FINDINGS TO ARCHITECT PRIOR
TO CONSTRUCTION.
6. MECHANICAL AND ELECTRICAL REQUIREMENTS HAVE NOT BEEN SHOWN
ON THIS SET OF DRAWINGS, THESE ARE TO BE PROVIDED BY QUALIFIED
DESIGN -BUILD CONTRACTORS UNDER SEPARATE PERMITS IF REQUIRED.
EACH SET OF MECHANICAL AND ELECTRICAL DRAWINGS/SPECIFICATIONS
SHALL MEET ALL APPLICABLE CODES AND BEAR THE SEAL AND SIGNATURE
OF THE REGISTERED IDAHO STATE MECHANICAL AND ELECTRICAL ENGINEER
RESPONSIBLE FOR THE DESIGN.
CHAIN LINK FENCE SEE
DETAIL A/A-2 (TYP) ICE BRIDGE
S89'57"46 E _
60.00''
I � 4" GRAVEL OVER WEED BARRIER
I ✓ - ;: 1
PROPOSED 12'X28'
EQUIPMENT BUILDING
S I T E P L A N
SCALE: 1"=10'-0"
NORTH
zo ..
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PROPOSED 100' MONOPOLE TOWER
wl::.I;
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o
4'X10' CONC. STOOP-
- SEE DETAIL B/A 3
g
1$
P
A
NIO
OIN
I.1000
I
GALLON PROPANE TANK
LAB-
I ON 9'%22'X4" CONCRETE SLAB-
60.00'
60 00'
VERIFY SIZE
-
- N89'5T46''-W
I
\
`---PROPERTY/LEASE LINE
I
12' WIDE ACCESS ROAD -SEE C-1
12' WIDE GATE
FOR ACCESS EASEMENT DETAILS VIS\
S I T E P L A N
SCALE: 1"=10'-0"
NORTH
KEYNOTES
(D NEW 4'-0' • 10'-0' CONCRETE STOOP—SEE DETAIL B/A-3
ONEW 12' X 28' EQUIPMENT BUILDING COMPLETELY PREFABRICATED BY
DUPONT BUILDING, INC.; P.O. BOX 13; CAMERON, LA 70631
TEL (318) 775-5928 CONTRACTOR SHALL PROVIDE NECESSARY ANCHORING OF
BUILDING TO ME POCKED IN PLACE FOUNDATION.
Q,
SLOPE GRADE AWAY FROM BUILDING FOR DRAINAGE
04 NEW 155' MONOPOLE TOWER
$G ICE BRIOGE/WAVE WIDE: STEEL PROTECPW & CGA% SUPPORT DEMCE
SPANNING BETWEEN TOWER AND BUILDING ABOVE ME COMMUNICATION
CABLES AS SPECIFIED BY VEHIZON WIRELESS.
ONEW BRAWL YARD: 4' COMPACTED GRAVEL OVER CEOTE%TILE WEED BARRIER
ONEW CONCRETE FWBNG - SEE DETAIL A/A-3
ONEW BUILDING ANCHORS: REFER TO DETAIL I/A-3
OA/C UNIT
IO DISCONNECT SWITCH
11 Y-0' X 7'-0' HOLLOW METAL DOOR
12 LIGHT FIXTURE
13 PENT 4000
14 (4) WHIP ANTENNAS
IS GENERATOR
6 NOT USED
NOT USED
6 NOT USED
19 CHAIN UNK FENCE - SEE SHEET A-1 AND DETAIL A/A-2
20
ONE OF BUILDING ABOVE
21 7/8' DIA. ANCHOR BOLTS (TYP.)
22 NOT USED
23 GENERATOR EXHAUST PIPE THROUGH WALL
GENERAL NOTES
1. CALL "DIGUNE' 45 HOURS PRIOR TO ANY CONSTRUCTION
(800) 342-1585 FOR LOCATION OF EXISTING UNDMGRWND
NTILIIIES.
2. ALL WORK SHALL CONFORM TO ME REQUIREMENTS OF 1997
UNIFORM BUILDING COME AND ME APPUCABLE CODES BEING
ENFORCED BY THE LOCAL JURISDICTION.
3. ME EXISTING SITE CONDITIONS FOR PROPERTY ONES, ROADS,
UTILITY, AND MISCELLANEWS HAYS BEEN DRAWN BASED ON
INFORMATION FURNISHED BY CELLULAR TECHNICAL SERVICES LLC,
205 W. GARWtlW ROAD, RATHDRUM, IDAHO 83858. TEL (406) 670-99W.
DRAMNGS GENERALLY DESCRIBE ME EXISTING SITE CONOMONS, EXACT
SITE CONDITIONS MAY VARY. REPORT ANY DISCREPANCIES TO ARCHITECT
IF THEY AFFECT THE WORK.
a. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OR ALL ABOVE
GROUND AND BELOW GROUND UPUTIES AND BE RESPONSIBLE FOR
ANY DAMAGE TO THESE UNUTIES.
5. CONTRACTOR SHALL ENSURE MAT ACCESS ROADS TO ME SITE MEET
FIRE CFRM.SRTLLLFDGCTETRMARSHALL TOONIM.REPOTAININSS CONTACT
PRIOR
TO CONSTRUCTION.
6. MECHANICAL AND ELECTRICAL REQUIREMENTS HAYS NOT BEEN SHOWN
ON THIS SET OF DRAWINGS. THESE ARE TO BE PROVIDED BY WAUFIED
DESIGN—BUILD CONTRACTORS UNDER SEPARATE PERMITS IF REWIRED.
EACH SET OF MECHANICAL AND ELECTRICAL ORAMNGS/SPECIFICATIONS
SHALL MEET ALL APPLICABLE CODES AND BEAR ME VEAL AND SIGNATURE
OF THE REGISTERED IDAHO STATE MECHANICAL AND ELECTRICAL ENGINEER
RESPONSIBLE FOR ME DESIGN.
1
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BUILDING & TOWER ELEVATION
SCALE: 1 16 -1-0
r
'' 2'-6'1.2'-0'1.
7�
20
I
E L E V A T 1 0 N A
SCALE: 4 -1-0
L
E L E V A T 1 0 N B
SCALE: 1/4" -l' -G'
,NuSHED 440
10
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I A N
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--- -- ----------
M
20
FOUNDATION PLAN
SCALE: 1/4 —1 —D
E L E V A T 1 0 N C
SCALE: 1 4 -I —0
1
A-3
2 12
A -S
FLOOR PLAN NOR
SCALL; 1 4 -1 -0
E L E V A T 1 0 N D
SCALE: 14 -1 -0
a
15
m
N
'ORT BRACKET ANGLED
AT 45'
RANDS BARBED 'VIRE
i" MINIMUM TOP RAIL
2' MIN. ONE POST OR
N. CORNER & GATE
(PIPES SHALL BE A.S.A.
DOLE 40) 10'-0' O.C. MAX.
UGE (MIN.) CHAIN LINK FABRIC
W TENSION VIRE
FOOIMC
ONE POSTS
12' O CORNER POSTS & GATE POSTS
NOTE: ALL STEEL SHALL BE GALVANIZED
n CHAIN LINK FENCE DETAIL
1A-31 SCALE: 3/a -1 —0
A -S
FLOOR PLAN NOR
SCALL; 1 4 -1 -0
E L E V A T 1 0 N D
SCALE: 14 -1 -0
a
15
m
N
'ORT BRACKET ANGLED
AT 45'
RANDS BARBED 'VIRE
i" MINIMUM TOP RAIL
2' MIN. ONE POST OR
N. CORNER & GATE
(PIPES SHALL BE A.S.A.
DOLE 40) 10'-0' O.C. MAX.
UGE (MIN.) CHAIN LINK FABRIC
W TENSION VIRE
FOOIMC
ONE POSTS
12' O CORNER POSTS & GATE POSTS
NOTE: ALL STEEL SHALL BE GALVANIZED
n CHAIN LINK FENCE DETAIL
1A-31 SCALE: 3/a -1 —0
#4 ® 9" O.C.
HORIZ. EACH
SIDE
(3) k5 TOP
AND BOTTOM
A FOOTING DETAIL
- SCALE: J/4"=1'-0"
3/8"THICK STEEL
PLATE W/ 15/16"
DIA. HOLE
3/8" THICK SHIM
3" COVER ON
p4 UPPER GROUND
20'-0" MINIMUM IN
RIGHT FOOTING ONLY
(A ANCHOR PLATE DETAIL
v 6CALE 3"=1'-0"
3/16
FINISH GR
FINISH GRADE
4" GRAVEL OVER L 2X2X1/4 ® 16" O.C.
GEOTEXTILE ,.
WEED BARRIER �
1 f—
Fl,
T' '--S 6X12.5 BEAM
SEE DETAIL C/A -3
I I\ I
I I � 7/8" DIA. ANCHOR BOLT
I 15
3
,/-�, ANCHOR BOLT DETAIL
t -SCALE: 1"=1'-6"
X5 ® 18" O.C. EA. WAY
CONCRETE SLAB -
BROOM FINISH
EASE EDGES
4" COMPACTED
GRAVEL OVER
GEOTEXTILE
WEED BARRIER
k5 TOP & BOT -CONT.
CONCRETE STOOP DETAIL
SCALE:
1/4" 0 X 3-1/4" 16" O.C. VINYL COMPOSITION TILE
F.H.S.S. BOLTS (n"P) Noarri
0 16" O.C. (2) LAYERS 3/4" B -C
PLYWOOD W/ 8d X 2 3/8"
RING SHANK NAILS ® 6' O.C.
1
YP. 1-2
3/16
S6 X 12.5 BEAM
FLOOR TO SKID DETAIL
SCALE: 1 1/2"=1'-0"
2X4 STUDS
16" O.C. (TYP)
3/8" PLYWOOD
3/4" B -C PLYWOOD WITH
8d X 1 7/8" RING SHANK
NAILS ® 6' O.C.
2X4 FLAT
L 2%2x1/4"
F PLYWOOD TO STUD DETAIL
- J3 SCALE: 1
TS 2 X 2 X 1/8 CONT.
VERT
CELL
1202
-/ S6X12.5
END
S6X12.5 MAIN
BEAMS BUILDING BEAMS
" D.C.
COUI
sheel
2'-6" WIDE CONCRETE
FOOTING/WALL FOUNDED
EOl
A MINIMUM OF 2'-6" BELOW
BU
THE LONGESTADJACENT
DEl
FINAL GRADE
S 6 X 12.5 BEAMS
FOR BUILDING PCK
POINTS
is
n
0
i
a N
� I
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0
i
�L2x 2X 1/4
0 16" O.C.
F R A M I N G P L A N Dal
SCALE: 1/4"=1'-0" 6«
Dr<
Chi
BLOCKING 0 48" O.C. /��
F'x'-TIM. /-ANCHON H3
9 BATT INSULATION Y ANCHOR
\— (CUT FOOOF R SLOPE) JOIST ® 16" O.C.
3/8" 8-C PLYWOOD WITH
8d NAILS 0 16" O.C.
�2X4 STUDS 0 16" O.C.
—1(,4" HARDWOOD PANELING
—�( LAME SPREAD 1500 (ASTM E84)
/^BATT INSULATION (R-11)
1/8" CHOPPED FIBERGLASS
ON 3/4" B -C PLYWOOD
1/8" VINYL COMP. TILE
FIBERGLASS 7/4" 0 S.S. BOLTS
2 LAYERS 3/4" B -C PLYWOOD
b 18" O.C. 2X4 (FLAT) ® 16" O.C.
2" SO. TUBING
A- 56 X 12.5 (ttP)
ANCHOR PLATE -
SEE DETAIL
C/A --3 -__- 'T
T-4 �L r4Tr ttH 7+-F T- r l
7/8" 0 ANCHOR 4- I I _ T .t
S/8" BOLT -SEE DETAIL- qe a
16" O.C. EIA -3 L LeI•' L_e-L -4 -JJ--,J r -°°.L
TTJ
#4 0 11' O.C. ('U' SHAPE) \
n 3"
#4CLEAR
-(3) #5 TOP & BOTTOM
BUILDING SECTION
- SCALE: 1/2"=1'-0"
2X BLOCKING
3/8" A -C PLYWOOD
WITH 8d NAILS
0 16" O.C.
M
1
m
Dol
Dal
Bull
Dol
lot
C.
V (
106
FIN, FLR.
Prole
Sho,
VERT
CELL
1202
F21%1/4
REXE
" D.C.
COUI
sheel
2'-6" WIDE CONCRETE
FOOTING/WALL FOUNDED
EOl
A MINIMUM OF 2'-6" BELOW
BU
THE LONGESTADJACENT
DEl
FINAL GRADE
Sho,