HomeMy WebLinkAboutS-1456-A MapD_
W
Z
LU
U
W
Q
Of
O
r
Y
U
O
of
Lu
or
GRATE INLET
GRATE INLET
❑®
TOP 309.80
TOP 313.40
fl FL 305.64
FL 309.08
0-
II a
BLDG.
III
BLDG.
II N
I
C
ASPHALT
FFE = 311,35
EXSMNG BLDG
REMOVE & RELOCATE EXISTING
>
FIFE _ $14.33
FENCE IN CONSTRUCTION
I
AREA.
6' C.L. FENCE
I
6' C.L. FENCE
Y
I 87'
BO
W — - .—
ul
C7
9 BLDG.
G
�I I5,680 SF
I NEW ASPHALT
PAVEMENT
BLDG.
i
11,220 SF
I
I
I
I
I
I
0
I
I
BLDG.
L — — — — _H
PROPOSED25'SETBACK 4
r
BLDG.
A2
EXSITING BLDG
FFE = 315.55t
LLF
BLDG.
I
8,940 SF
f
r :lrcrne -.1 •• ry 3 .
THIS PLAN
dN.,
VICINITY MAP
GENERAL NOTES;
1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED
2 SEE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS AND PRECISE BUILDING
`C DIMENSIONS
I3, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS. UTILITY
COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE PELO- 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 REOUEST EXACT FIELD
LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A, AND ANY OTHER APPLICABLE
LOCAL. STATE OR FEDERAL SAFETY REGULATIONS. INCLUDING THE USE OF TRENCH SHORING, ETC
`-Q
LEGEND
SHOWS NEW CONCRETE DITCH
REGISTERED
PROFESSIONAL
SHOWS NEW ASPHALT PAVEMENT _ ENGINEER
=0 No 11643
SHOWS NEW BUILDING IN THIS PHASE
SHOWS EXISTING BUILDING
SHOWS EXISTING GRAVEL
r
GRAPHIC SCALE ARKANSAS STATE LAW REOUIR£S THAT TKE EXOM'ASOR
WITH THARKANSASTALL EXISTING
�R7ROUND FACrES ILITIES GE
PRELFMD[NF ACT, TH6 LAW REOVIR£S TWIT TKC EXCAVATOR
MAXE A TELEPHONE TALL TO TFII= ARKANSAS ONE CALL
SYSTEM AT 1-HM-482-0W AT LEAST TWO WORKING
( TN FEET) DAYS PR[OR t0 EAGgVAIM TO R6URE THAT ANEXISTING
1 inch = 20 TL Vt4MIES GIN a LCC �Tly.
a.. PRELIMINARY SITE PLAN
THOMAS LITTLE ROCK STORAGE CENTER
+ THOMAs c PHASE 3
=r ENGIN'G9'_ ENGINEERINGNo. 94 LITTLE ROCK, ARKANSAS
o: COMPANY
��� APPROVED DRAWN BY DATE SHEET NO
.................. SCA
3810 LOOKOUT ROAD, N LI1"CLE ROCK, AR 72116 TRP 9/22/15 C1
LE lJ
TEL 501-753-4463 FAX 501-753-8834 1• = zo' -
I+
s
Q.
ce-�•
S.
BASELINE ROAD
1 -,•+� FJfLTRNO plSWlgN ermm i -
SLOG.
rxsn O e nc
FTE - Soz.w
I omnNc mnc
R2 � 310.52
I �
BLDG
RLDG
J
1:'K SF
i C L FENCE
�P +iEr
_Ir03
. 309 i0
1 I
kll � 4
mnrE .AEr i C . i
BLDG. Q$ BLEIG�• - _ • -- i�
rrO19c row xe°''scee I � - S - _ „Y# �; �•,!A• ' S�
y `
REMOVE A RELOCATE EXISTING -: •t G
.r- FENCE IN CONSTRUCTION -
AREA . - ^,
-[■
L
s• cL rErvcc 1 �
BLDG 13L�
15,680 SF 8,080 $F
NEW ASPHALT I CTT�'. .: _' d.•
PAVEMENT I 1'-' •_ - ,
I
wak .1
I �
I SLDLi.w I
H I
THIS PLAN
VICINITY MAP
GENERAL NOTES:
1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED
2 SEE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS AND PRECISE BUILDING
DIMENSIONS.
1 THE CONTRACTOR 1S SPECIFICALLY CAUTIONED THAT THE LOOAnON AND/OR ELEVATION OF
EXISTING UTILFRES 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 R£OLIEST EXACT FIELD
LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EMSTINC UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A. AND ANY OTHER APPLICABLE
LOCAL, STATE OR FEDERAL SAFETY REGULATIONS, INCLUDING THE USE OF TRENCH SHORING, ETC.
'* � 1 � _-
SEP 23 2015
LEGEND
SHOWS NEW CONCRETE DITCH -� _ .� �, ARIAS
REGISTERED
SHOWS NEW ASPHALT PAVEMENT PROFESSIONAL
ENGINEER t
No 11643
SHOWS NEW BUILDING IN THIS PHASE
SHOWS EXISTING BUILDING
4
SHOWS EXISTING GRAVEL
Cw
�w GRAPHIC SCALE ARKANSAS STATE LAW RE9IUIRES THAT THE EXCAVATOR
•y p IS TO LOCATE ALL EXISTING UTILITIES IN A=RDANCE
7RTH THE ARXANSAS UNOERCPOUNTD FAOILrM OALIACE
I I PPEVE7ITION ACM TNG UN PEO[hRES TRA7 TW EXCAVATOR
MAKE A TELEPHOH[ CALL TO THE ARKMSAS ORE CALL
SYSYW AT I-d00-A82-1IIM AT LEAST TWO WORKING
IN FEET) MI5 PRIOR TO EXCAWLTID.N 10 WSQRE TKAT Wf FXBMWG
�•� 1 inch = 20 ft. UTILITIES CAN BE LOCATED.
:s�rGp� AUK''•• OVERALL SITE PLAN
z Z,Q9 LITTLE ROCK STORAGE CENTER
THOMAS PHASE 3
I �O ECOMPANY NGINEERING LITTLE ROCK, ARKANSAS
.I
e ^ •�•q �q. APPROVED DRAWN BY DATE SHEET NO
-/�•R„K,8_L_h�'f6' 3810 LOOKOUT ROAD, N UffLE ROCK, AR 72116 "'P 9�ZZ�TS ``A
-........#W,- _ __. _.__ ..__
_... _,.. ___ ,.,,., SCALE c I
c�arwu oleTarnorrawsar
W G L FENCE
I
I
I
I
I
I
e
I
I
d
BASELINE ROAD
R••
L
�9�
BLDG.
C
mmG BLDG REANLVERRELGGT@ VDSTKT:
FFE _ na33 yl UyjrlyY�Ory
ARM
V — FENCE
BLDG.
s •• i �
6�940 SF fI I
k J �Y` i ••�
NEW ASPHALT ' �•
PAVEMENT 7
l
r
I I
xto3 I
I
BLDG
G
15,E80 SF
' f
L
aie•.. _. x ..] g. G tiM Ij:. •A...n,AF .i . H' I .... . _ . .. ...
r'
r x
THIS PLAN
;Nj • i
VICINITY MAP
GENERAL NOTES:
1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED
2 SEE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS AND PRECISE BUILDING
DIMENSIONS.
3, . THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIITY
COMPANIES AND WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION I$ NOI
TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT L.EAS7 48 HOURS BEFORE ANY EXCAVATION TO REDUEST EXACT FIELD
LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTIUMES WHICH CONFLICT NTH TOE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A. AND ANY OTHER APPLICABLE
LOCAL, STATE OR FEDERAL SAFETY REGULATIONS, INCLUDING THE USE OF TRENCH SHORING, ETC
LEGEND
SHOWS NEW CONCRETE DITCH
SHOWS NEW ASPHALT PAVEMENT
SHOWS NEW BUILDING IN THIS PHASE
SHOWS EXISTING BUILDING
..�SHOWS EXISTING GRAVEL
r
GRAPHIC SCALE
( IN FEET )
a =• I inch = 20 ft
or-
�, : THOM
r y_=Te
ENGINE
t" xy rro.sa COMP
. u a°:
t
%�`••.� FovL51�, 3810 LOOKOUT ROAD_ 14 LITTLE ROCK,
Si=P 23 2015
REGISTERED
PROFESSIONAL
ENGINEER
10 No 11643
�695 R P t
AHKAfI$AS ST.�Ti uW REOUMES THAT THE EItSAVATOR
IS TTJ LOGIY£ ALL E1{ISTWc (SM4N6S IN ACCORDANCE
WITH THE AWARSAS UNOERGROUNO FACIU71ES OMUZE
pM"T101i ACT TMS LM HE,29M UUT ROE EXCAVATOR
MAKE A TELEPHOmK CALL L8 THE ARKAfCAS ONE CALL
AArS PRIOR YO EXCAWAT*NaTO WSU T*T ANY E%ti[IHG
UTILITIES CAN BE LOCATED.
3
M
d'
LLI
z
LU
U
UJ
Q
O
I—
U
Y
U
O
Ix
W
O
N
N
N
0
w
O
OL
n
QI
I
I
I- I
w
rn
t•7
z
0
J
5
m
�I
I
BLDG.
I
I
I
I
11,220 SF
I
I
I
I
PROPOSED25'SETBACK
N
� GRATE INLET I GRATE INLET-
LnI TOP 309.80 (] TOP 313 40 p ,�
FL 305.64 I a FL 309 08 I
(L o in
,II BLDG. U BLDG. '
CF,�wn a
III ASPHALT EXSI TING BLDG KTHIS
FFE 315.55tEXSITING BLDG REMOVE & RELOCATE EXISTING PLAN
FFE 314.33 FENCE IN CONSTRUCTION -
AREA.co I
YP nylc I,.,«a.�,,.�..
F
6' C.L. FENCE
6' C.L. FENCE VICINITY MAP
I
5-
87' U
so, I—
w !
BLDG. BLDG.
I z
940
15,680 SF 8I SF U GENERAL NOTES:
1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED
NEW ASPHALT 2 SEE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS AND PRECISE BUILDING
PAVEMENT Icr, DIMENSIONS.
ITHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/pR ELEYATpN OF
I T EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND WHERE POSSIBLE.. MEASUREMENTS TAKIEN IN THE FIELD. THE INFORMATION IS NOT
TO BE REIJED 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 UTiLfTIES.. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
ExiSTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A AND ANY OTHER APPLICABLE
f LOCAL, STATE OR FEDERAL SAFETY REGULATIONS. INCLUDING THE USE OF TRENCH SHORING, ETC.
ca
LEGEND
I •..'�'..,�''.., SHOWS NEW CONCRETE DITCH
REGISTERED
SHOWS NEW ASPHALT PAVEMENT PROFESSIONAL
ENGINEER
�lypG No 11643 i1�41i:
SHOWS NEW BUILDING IN THIS PHASE = �s R. b'
V I
SHOWS EXISTING BUILDING
SHOWS EXISTING GRAVEL
GRAPHIC SCALE RRXANSAs STATE LAw REQUIRES THAT THE IEXCAVAMR
BLDG.
I m o ,a Ta b p IS TO LOCATE AU, ""STING UTILITIES IN ACCORDANCE
H WITH THE ARKANSAS UNDERG IND FACILITIES OAVIACE
pRE%SMOri ACT. baS LAN RF,OIIRES THAT TK E%pAWTOII
MAKE A TLI.EPHO.hE CALL TO THE ARKANSAS ONE CALL
S15TEM Al 1-800-482-8r$ LEAST( WORWINO
IN FEET ) DAIS PRIOR IO E%CAYATtON AMM THAT TWr fMSTN1C
1 inch = 20 1L UTILITIES CAN BE LOCATED.
Q�.AUi'PRELIMINARY SITE PLAN
THOMAS LITTLE ROCK STORAGE CENTER
EFW$ ENGINEERING PHASE 3
RETAINING WAL = Q N —n1= LITTLE ROCK, ARKANSAS
COMPANY
rSqA�LE
D DRAWN BY 9f22 /15 SHEET NO38LO LOOKOUT ROAD. N LITTLE ROCK, AR. 72116 TRP G'1
����TEL. 501-753-4463 FAX 501-753-6814 20'
w
LU
F-
Z
LU
O
LU
Q
(If
O
Y.
U
O
Ix
LU
O
N
N
N
0
LU
0
D_
ft
0
BASELINE ROAD
al
1
1IG
s
I
I'
II
II
4
I
1
J
EyT Q1A1E NIET
xis�w
aLoc
�
�II
-
' -
I
irk •
II �..,
a
I
I
I
6' C L FENCE
�I
I
�I
r1
I
BLDG
1
J
i
11,270 SF
1
1
�I
A
r
E2
rn�ir
oKi�
II
aAa NIEf
mP naw
n �m
BLDG.
C
Easmxc filnc REVBIff a,aaxATe E]OSTua
1•e*zX IN CAl�Tp1![:T1pN
AREA
6 CL FEryCE
SLOG
G
i s.sw SF
i 44.
k .
BLDG
NEWASPILLLT _�(Qa i ' La- � Y 1
PAVEMENT Al
Pip gem&
I � � •Y � ib
f • 1BK�� � • �1~ -�
I
1 � M
r r_
KTHIS PLAN
gal
=o,
VICINITY MAP
GENERAL NOTES:
1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED
2 SEE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS AND PRECISE BUILDING
DIMENSIONS.
3. THE CONTRACTOR 15 SPECIFICALLY CAUTQNEO THAT THE LOCATION AND/OR ELEVATION 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 RETIED 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 RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL
EXISTINC UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
4. CONTRACTOR IS RESPONSIBLE FOR COMOUANCE WITH O.S.H.A. AND ANY OTHER APPLICABLE
LOCAL, STATE OR FEDERAL SAFETY REGULATIONS, INCLUDING THE USE OF TRENCH SHORING, ETC.
LEGEND S E P 2 3 2015
SHOWS NEW CONCRETE DITCH _
_' �A
-- =REC78lERisU
SHOWS NEW ASPHALT PAVEMENT PROFESSIONAL
ENGINEER
SHOWS NEW BUILDING IN THIS PHASE `Sy'�S NR.IApUdI
SHOWS EXISTING BUILDING
SHOWS EXISTING GRAVEL''8
GRAPHIC SCALE ARKANSAS BTATE LAW kF%PRES TIUT M EXCAVATOR
N o l0 16 le p 15 TO LOCAEE ALL a[SMr: UTILRIES IN ACCORO"M
N1TM nI£ ARKANSAS LINOEROROOND FAC&RI£S OW04C
lW
UWE TA TELEPHONE CACr THIS ALL TTOO ARIfAWTRE " .OrECALL
SysTEm AT AT ( IN FEET ) DAYS PRIOR TD "CAVST*N M 1N5UBE TNAT ANY EWSWIC
1 inch = 20 It, UTILITIES CAN BE LOCATED.
A'''••. OVERALL SITE PLAN
Q Trrowus9ti' LITTLE ROCK STORAGE CENTER
THOMAS PHASE 3
F arc ENGINEERING LITTLE ROCK, ARKANSAS
I 'a: O; COMPANY
=��] 2;-
��,q APPROVED DRAWN BY 9Vzz/15 SHEET NO
3810 LOOKOUT ROAD, N LITTLE ROCK, AR 72116 TRP
SCALE lJ
'"•' TEL: 501-753-4463 FAX 501-753-6614 1- = 20'
w
W
H
z
W
U
LU
Q
O
H
In
Y
O
O
w
W
J
a
w
CD
N
N
N
C)
0
LU
O
a
I
I BLDG.
--- E=--
FFE = 311.35
f - r
�f
r
uI
V1
z
0
m
�r
I
BLDG.
J
f
f
11,220 SF
f
f
f
PROPOSED25'SETBACK
m
N
GRATE INLET
TOP 309.80
FL 305.64
(L
III
=II
IIASPHALT
6' C.L. FENCE
BT
0
a
BLDG.
G
15,680 SF
BLDG.
H
GRATE INLET
0 TOP 313,40
IIa FL 309.08
U
II N
REMOVE & RELOCATE EXISTING
FENCE IN CONSTRUCTION
AREA.
6' C.L. FENCE
HO'
NEW ASPHALT
PAVEMENT
0
I�
z
0
I
m ate,
BLDG.
EXSITING BLDG
FFE = 315.55t
I
07
f
P.
THIS PLAN
VICINITY MAP
FU'
• 0
W f
BLDG. u I
z
0
8,940 SF
I ro GENERAL NOTES:
,I 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED
] 2. SEE BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS AND PRECISE BUILDING
DIMENSIONS.
3. THE CONTRACTOR IS SPECIFICALLY CAU"ED THAT THE LOCATION AND/OR ELEVATION OF
I EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS VTIUTV
COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAX£N 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 REOUEST EXACT FIELD
LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICK CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS
4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A. AND ANY OTHER APPLICABLE
I LOCAL, STATE OR FEDERAL SAFETY REGULATIONS, INCLUDING THE USE OF TRENCH SHORING, ETC
I `a
$-. LEGEND
f r,r5-R [ 0rt
SHOWS NEW CONCRETE DITCH ,'r ARIs$A5
f +� REGISTERED =
SHOWS NEW ASPHALT PAVEMENT PROFESSIONAL
ENGINEER
= � No: 1643 .
SHOWS NEW BUILDING IN THIS PHASE }:�S R.0
� P�r+'
f SHOWS EXISTING BUILDING +ZOalte
SHOWS EXISTING GRAVEL '
GRAPHIC SCALE
f iS W LOCATE
STATE LAW REWIRES TRAT hlA EXCAVATOR
X w p IS T4 K AT( ALL EiURNDER 11TIIJAES IN ACCITIES 04AGE
f VfllHPm 1}1E AR%ALi'TIO UtlDEFM$9 S) FACT THE CAWT4;E
GME ilOkATE P TC CALL
TO THE MAN AS ONE CALL
SAYE A TELEPRDNE py,L TO THE LEAST W ONE ALL
I IN FEET) DALISSySiP K FO CX �kOA FO S LEAST 1N'O W NANC
XI$n-W
pILYE, PFdDR fO LrCAVATgN Iq WSIIRF THAT IVrY E%ISP%C
1 inch = 20 It UTILITIES CAN BE LOCATED.
'"or- °i&ry: PRELIMINARY SITE PLAN
G p9 LITTLE ROCK STORAGE CENTER
THOMAS N = THOMAS PHASE 3
u� 94 �O Te ECOMPANY NGINEERING LITTLE ROCK, ARKANSAS —
;_ APPROVED DRAWN BY DATE
•` Elie,.•'', 3610 LOOKOUT ROAD, N LITTLE ROCK, AR. 72116 rRa G`1
u r SCALE
� TEL: 501-753-4463 FAX 501-753-6814 I" = 20'