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PARKING (LOT III
REGULAR 217 SPACES
ASSESSABLE 8 SPACES
TOTAL 225 SPACES
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SIGN
AC UNIT
SyLDW, GENERAL NOTES:
D AC UNIT 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS
OTHERWISE NOTED.
2. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS
OF PORCHES. RAMPS, SLOPED PAVING, TRUCK DOCKS AND BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS
1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AM/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
BASFA OH RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE
P05SBLE. MEASUREMENTS TAKEN IN THE FIELD. THE IHFOFWATKXI 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 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN
4. CONTRACTOR IS RESPONSIBLE FOR COMPUANCE WITH OSKA AND ANY
OTHER APPLICABLE LOCAL, STATE OR FEDERAL SAFETY REGULATIONS,
INCLUDING THE USE OF TRENCH SHORING, ETC
S. REPAIR, REPLACE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER,
SILIEWALI{. RAMPS OR CgNCRETE APRONS WTMN THE PUBLIC RIfiNT-OF-WAY
ADJACENT TO THE SITE REMOVE ABANDONED DRIVEWAYS ALL VIM TITIAN
PUBLICRIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS ANO ADA OUIDELIHES
6. CONTACT MELVIN HALL AT SOI 919 5717 FOR INSPECTIONS OF ANY WORK IN PUBLIC
RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FCR CLAARICATION
OF TIEQUXIHWNTS PRIOR TO TO COMMENCING WORK. FAILURE TO DO SO CAN RESULT
IN REMOVAL, OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT Al THE EXPENSE OF
THE OWNER OR CONTRACTOR
6. CONTACT LITTLE ROCK FIRE MARSHALL, TONY RHODES, AT 501 918 3757 FOR LOCATION
AND REQUIREMENTS FOR FIRE LANE STRIPING ON SITE BEFORE APPLICATION.
TRAFFIC ENGINEERING REMARKS:
1. OBTAIN PERMITS PRIOR TODOING ANY STREET CUTS OR CURB CUTS.
OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE
RIGHT-OF-WAY CONTACT TRAFFIC ENGINEERING AT 501-379-1817 (TRANS
HERBNER) FOR MORE INFORMATION.
2. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL
CONFORM TO REOJIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE
MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING (GREG CLAY
501-379-1811) IF YOU HAVE ANY QUESTIONS REGARDING STRIPING
PARKING LOT STRIPING SHALL BE WHITE.
3. CONTRACT SHALL NOT REMOVE OR ALTER, E7XSTING TRAFFIC SIGNAGE OR
PAVEMENT MMIMWG WITH OUT PRIOR PERMISSION FROM THE CITY OF LITTLE
ROCK TRAFFIC EHG114ERWO DEPARTMENT. IF ANY SIGNAGE NEEDS TO 8E
RELOCATED, CONTACT TRAFFIC ENGINEERING (GREG CLAY SDI -379-1811) FOR
PR*R INSPECTION AND APPROVAL. IF CONSTRUCTION WORK IS GOING TO
AFFECT ANY EXISTING SIGNAGE OR PAVp/{NT MARXFN% CONTRACTOR SHALL
USE APPROPRIATE TEMPORARY TRAFFIC CONTROL DEVICES TO GUIDE
MOTORISTS IN ACCORDANCE WITH MUTCD DURING THE COURSE OF
CONSTRUCTION
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PRELIMINARY - NOT FOR CONSTRUCTION
TOTHOMAS
ENGINEERINC
COMPANY
3610 LOOKOUT ROAD, N LITTLE ROCK, AR 72116
TEL: 501-753-4463 FAX: 501-753-6814
SITE PLAN
SECOND BAPTIST CHURCH
LITTLE ROCK, ARKANSAS
APPROVED I DRAWN BY 1. DAos/zTEs/1z
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SURVEYOR'S NOTES
1. THE INFORMATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THIS
SURVEY IS BASED ON RECORDS OF EXISTING UTIUTY COMPANIES AND WHERE
POSSIBLE, MEASUREMENTS WERE TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE REUED ON AS BEING COMPLETE- THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS IN ADVANCE BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
2 BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATES NORTH ZONE (PAGIS)
3. THE PROPERTY IS NOT SHOWN IN THE 100 YEAR FLOOD PLAIN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 0501B7 0101 F DATED
OCT. 19, 2001.
4. THIS PROPERTY IS ZONED 0-3
5. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT TITLE SEARCH FOR
EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP,
TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE
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VICINITY MAP
LEGEND
FOR THE USE & BENEFIT OF:
SECOND BAPTIST CHURCH
1618 BARROW ROAD
IDTHOMAS
ENGINEERINC
COMPANY
3810 LOOKOUT ROAD, N LITTLE ROCK, AR 72116
TEL 501-753-4463 FAX: 501-753-6814
sol -
PROPERTY LINE
BUILDING LINE
SANITARY SEWER LINE
WATER UNE
GAS LINE
U G TELEPHONE LINE
OVERHEAD ELECTRIC LINE
ROADWAY LANE STRIPPING
STORM DRAIN UNE
CURB & GUTTER
SIGN POLE
LIGHT POLE
UTIUTY PULE & WY
SANITARY SEWER MANHOLE
SANITARY SWER CLEAN OUT
TELEPHONE PEDESTAL
ELECTRIC BOX
WATER VALVE
FIRE HYDRANT
DROP INLET
FOUND SURVEY MARKER
SET 5/B' IRON PIPE
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TOPOGRAPHIC SURVEY OF
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LITTLE ROCK, ARKANSAS
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VICINITY MAP
LEGEND
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w N 6611'36' W ^ 606.98 \ 1 rrI 7�k F. IIs II®AR
GAT£ \1\Il�-�j �� BUILDINGCOLUMI' \Iw/°a'DPVC 1 I Nrey�r\\S1 T6 CURB TYPICAL) / /ASPHALT PAVEhNTl 1 \ EXISTING FAMILY1 \ III I .1,1 ILIFE BUILDING 1 / �111 11
SURVEYOR'S NOTES
1. THE INFORMATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THIS
SURVEY IS BASED ON RECORDS OF EXISTING UTILITY COMPANIES AND WHERE
POSSIBLE, MEASUREMENTS WERE TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 46 HOURS IN ADVANCE BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES -
2 BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATES NORTH ZONE (PADS)
3 THE PROPERTY IS NOT SHOWN IN THE 100 YEAR FLOOD PLAIN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 050181 0101 F DATED
OCT. 19, 2001.
4. THIS PROPERTY IS ZONED 0-3
5 THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT TITS SEARCH FOR
EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP,
TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE.
GRAPHIC SCALE
o w
( IN FEET )
I inch = 30 fL
G15TER�•:,.
=� � xrera oi'••. =.
.�� lill[A719A$
TeTHOMAS
ENGINEERINC
COMPANY
3610 LOOKOUT ROAD, N LITTLE ROCK, AR 72116
TEL: 501-753-4463 FAX: 501-753-6814
PROPERTY LINE
BUILDING LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UI TELEPHONE UNE
OVERHEAD ELECTRIC UNE
ROADWAY LANE STRIPPING
STORM DRAIN UNE
CURB k GUTTER
SIGN POLE
LIGHT POLE
UTILITY POLE k GUY
SAMTARY 66Y,ER UMHOLE
SANITARY SWER CLEAN OUT
TELEPHONE PEDESTAL
ELECTRIC BOX
WATER VALVE
FIRE HYDRANT
DROP INLET
FOUND SURVEY MARKER
SET 5/B' IRON PIPE
TOPOGRAPHIC SURVEY OF
PART OF
LOT 11 HOPSON & SACHS SUBDIVISION
FOR
SECOND BAPTIST CHURCH
LITTLE ROCK, ARKANSAS
APPROVED I DRAWN Y1ATE
SHEET NO.
04
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FOR THE USE & BENEFIT OF:
SECOND BAPTIST CHURCH
1618 BARROW ROAD
w N 6611'36' W ^ 606.98 \ 1 rrI 7�k F. IIs II®AR
GAT£ \1\Il�-�j �� BUILDINGCOLUMI' \Iw/°a'DPVC 1 I Nrey�r\\S1 T6 CURB TYPICAL) / /ASPHALT PAVEhNTl 1 \ EXISTING FAMILY1 \ III I .1,1 ILIFE BUILDING 1 / �111 11
SURVEYOR'S NOTES
1. THE INFORMATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THIS
SURVEY IS BASED ON RECORDS OF EXISTING UTILITY COMPANIES AND WHERE
POSSIBLE, MEASUREMENTS WERE TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 46 HOURS IN ADVANCE BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES -
2 BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATES NORTH ZONE (PADS)
3 THE PROPERTY IS NOT SHOWN IN THE 100 YEAR FLOOD PLAIN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 050181 0101 F DATED
OCT. 19, 2001.
4. THIS PROPERTY IS ZONED 0-3
5 THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT TITS SEARCH FOR
EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP,
TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE.
GRAPHIC SCALE
o w
( IN FEET )
I inch = 30 fL
G15TER�•:,.
=� � xrera oi'••. =.
.�� lill[A719A$
TeTHOMAS
ENGINEERINC
COMPANY
3610 LOOKOUT ROAD, N LITTLE ROCK, AR 72116
TEL: 501-753-4463 FAX: 501-753-6814
PROPERTY LINE
BUILDING LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
UI TELEPHONE UNE
OVERHEAD ELECTRIC UNE
ROADWAY LANE STRIPPING
STORM DRAIN UNE
CURB k GUTTER
SIGN POLE
LIGHT POLE
UTILITY POLE k GUY
SAMTARY 66Y,ER UMHOLE
SANITARY SWER CLEAN OUT
TELEPHONE PEDESTAL
ELECTRIC BOX
WATER VALVE
FIRE HYDRANT
DROP INLET
FOUND SURVEY MARKER
SET 5/B' IRON PIPE
TOPOGRAPHIC SURVEY OF
PART OF
LOT 11 HOPSON & SACHS SUBDIVISION
FOR
SECOND BAPTIST CHURCH
LITTLE ROCK, ARKANSAS
APPROVED I DRAWN Y1ATE
SHEET NO.
04
SCALE
1" = 30'
w
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S 661'36- E 605.61
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ASSESSABLE B SPACES
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TOTAL 225 SPACES
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AC uHIT 1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS
OTHERWISE NOTED.
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2. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS
2N
2829'
N
w
OF PORCHES, RAMPS, SLOPED PAVING, TRUCK DOCKS AND BUILDING
O
N�
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS
3- THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
3
+
m
n
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
9
26
BASED ON RECORDS OF THE VARIOUS UTILITY CCYPANIES AND WHERE
19 �•
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 46 HOURS BEFORE ANY
m
efs'
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL HOISTING
■y
!I
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
_
IAT 11 CHS
SECONDiAPTlST CHURCH
A
^
PARCEL H 44 -06s
NEW ALIDjQ F{IUMOTHER
4- CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH OSHA. AND ANY
-(7[f020.
`
APPLICABLE LOCAL, STATE OR FEDERAL SAFETY REGULATIONS,
INCLUDING THE USE OF TRENCH SHORING, ETC,
y
i
5 REPAIR. REPUICE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER,
if
SIDEWALK, RAMPS OR CONCRETE APRONS WTHW THE PUBLIC RIGHT-OF-WAY
M
ADJACENT TO THE SITE, REMOVE ABANDONED DRIVEWAYS ALL WORK WITHIN
y
PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS AND ADA GUIDELINES.
W
a r r
+ *
6 HALL AT 501 918 IOFFOR OF
MWAY
MW.F
+ * 5 I&2w
CONCREfP ORNS
PRIOR TO PLACEMENTELMN
RIGHI-OFONTACT
ASPHALTYOROFORI CLARIFIICA-MN
OF REQUIREMENTS PRIOR TO TO COMMENCING WDRK- FAILURE TO DO SO CAN RESULT
IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF
THE OWNER OR CONTRACTOR.
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6- CONTACT LITTLE ROCK FIRE MARSHALL, TONY RHODES, AT 501 916 3757 FOR LOCATION
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AND REQUIREMENTS FOR FIRE LANE STRIPING ON SITE BEFORE APPLICATION.
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TRAFFIC ENGINEERING REMARKS
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I
1. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS.
OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE
O
RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501-379-1017 (TRAVIS
J
HERBNER) FOR MORE INFORMATION.
2. ALL SIGNAGE. PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL
CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD� MUTCD REQUIRES THAT PARKING SPACES BE
MARKED IN WHITE CONTACT TRAFFIC ENGINEERING (GREG CLAY
(SYESTI0N5 REGARDING STRIPING -
50re IF YOU HAVE
IKI
gCQwyR
PAR G LOT STRIPING SHALL BEWHITE.
N 6671'36 W 606.98'
Rceue 3. CONTRACT SHALL NOT REMOVE OR ALTER, EXISTING TRAFFIC SIGNAGE OR
CANOPY
PAVEMENT MARKING WITH OUT PRIOR PERMISSION FROM THE CITY OF LITTLE
ROCK TRAFFIC ENGINEERING DEPARTMENT. IF ANY SIGNAGE NEEDS TO BE
q
RELOCATED. CONTACT TRAFFIC ENGINEERING (CREG CLAY 501-379-1811) FOR
CfILU
PRIOR INSPECTION AND APPROVAL. IF CONSIRUCTION WORK IS GOING TO
SHALL
RSI
AFFECT ANY EXISTING SIGNAGE OR PAVEMENT MARKING, CONTRACTOR
D
USE APPROPRIATE TEMPORARY TRAFFIC CONTROL DEVICES TO GUIE
MOTORISTS IN ACCORDANCE WITH MUTCD DURING THE COURSE OF
I
CONSTRUCTION.
LOT 12
f
HOPS ON & SACHS
PARCEL NQ 44L-084.00-021,00
s a< : 'n•gwas � r
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Nm 94
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PRELIMINARY - NOT FOR CONSTRUCTION
GRAPHIC SCALE
SITE PLAN
>o
THOMAS SECOND BAPTIST CHURCH
ENGINEERING LITTLE ROCK, ARKANSAS
l[e
COMPANY
( [N FEET)
I inch = 30 fL
APPROVED DRAWN BY DATE I SHEET NO
3810 LOOKOUT ROAD, N LTTTLE ROCK, AR 72116 O6 25/12
C-2
SCALE
TEL: 501-753-4463 FAX: 501-753-6614 1" = 30'
KANISROAD
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11
$
OTHERWISE NOTED,
60' 80'
80'
�¢
2. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS
tg 25' 20'
2629'
N &
OF PORCHES, RAMPS, SLOPED PAVING. TRUCK DOCKS AND BURUING
Q
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-
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O
j }
19 ;IG' 19'
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COMPAKS AND WHERE
BASED ON RECORDS OF 114E VARIOUS UTILITY
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD THE INFORUATICN IS NOT
RJT`
TO BE RELIED ON AS BEING EXACT OR COUPLE TE- THE CONTRACTOR MUST
BEFORE ANY
'Q1
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 40 HOURS
EXACT FIELD LOCATION OF UTILITIES. IT SHALL
t
R�•S'
EXCAVATION TO REQUEST
BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL MSnNC
m
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UTILITIES WHICH CONFLICT PATH THE PROPOSED IMPROVEMENTS SHOWN
z
< LOT 71
SECOND BAPTIST CHURCH
gA6
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I
4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE PATH O,SKA. AND ANY
STATE OR FEDERAL SAFETY REGULATIONS,
` PARCEL N
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APPLICABLE LOCAL,
INCLUDING THE USE OF TRENCH SHORING, ETC.
j
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Ci
5. REPAIR, REPLACE OR E%TENO EXISTING OR MPUBLI CAM AHD
S WITHIN TRT£ PUBLIC IGM WAGUTTER.
SIDE RAMPS DR ODMCRETE APRONS
CELHT THE STE REMOVE ABANDONED ALL WCK WITRI
AUBLIC RI DRIVEWAYS. ALL WOAD
GUIDE
PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CIN STANDARDS AND ADA GUIDELINES
HT FORMO
W
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6. CONTACT MEL" HALL AT 501 9f8 5217 FOR INSPECTIONS OF ANY WORK IH PUBLIC
m
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PRIOR TO PLACEWER'T OF CONCRETE OR TO TO GOUMENOK WOOL ASPEIALT OR FOR CLARIFICATION
RICHT-ORZ UE Td RESLLCF
ht
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OUF-WAY
IN REMOVALANYRIMPPROPERLY ED CONCRETE OR ASPHALT AOI THE EXPENSE
Ln
THE OWNER OR CONTRACTOR
O
i
1
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;
6. CONTACT LITTLE ROCK FIRE MARSHALL, TONY RHODES, AT 501 918 3757 FOR LOCATION
AND REQUIREMENTS FOR FIRE LANE STRIPING ON SITE BEFORE APPLICATION.
I�
II
a
i
In
i
TRAFFIC ENGINEERING REMARKS:
m
i
L OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS
I
OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE
¢�
RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501-379-1817 (TRANS
NFORMATION.
FOR MORE INFORMATION-
2. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL
2
2' ALL
CONFORM TO REOUIREIreH15 GIVEN IN MANUAL OF UNIFORM TRAFFIC
ILI
0DNITRQL DEVICES (MUTCO). MUTCD REQUIRES THAT PARKING SPACES BE
MARKED IN WHITE. CONTACT TRAFFIC ENGINEERING (CRIED CLAY
5 1-379-1811) IF YOU HAVE ANY QUESTIONS REGARDING STRIPING -
LIMN
o
PO
ARKING LOT STRIPING SHALL BE WHITE
N 88'I1'36' W 606.98'
E 1/4' REBM 3. CONTRACT SHALL NOT REMOVE OR ALTER, EXISTING TRAFFIC SIGNAGE OR
CANOPY
PAVEMENT MARKING WITH OUT PRIOR PERMIS90N FROM THE CITY OF LITTLE
ROCK TRAFFIC ENGINEERING DEPARTMENT. IF ANY SIGNAGE NEEDS TO BE
RELOCATED, CONTACT TRAFFIC ENGINEERING (GREG CLAY 501-379-1e11) FOR
lY 8
PRIOR INSPECTION AND APPROVAL IF CONSTRUCTION WORK i5 GONG 10
CDL
R5
AFFECT ANY EY15TLNG GLGNAGE ON PAVEMENT UARIUNG, CONTRACTOR SHALL
USE APPROPRIATE TEMPORARY TRAFFIC CONTROL DEVICES TO GUIDE
I
MOTORISTS IN ACCORDANCE WITH MUTCD DURING THE COURSE OF
I
CONSTRUCTION
I
ILOT
I
12 I
HOPS ON & SACHS
I
PARCEL NO, 44L-OB4.00-021.00
i
No. 94 '
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GRAPHIC SCALE
SITE PLAN
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THOMAS SECOND BAPTIST CHURCH
ENGINEERING LITTLE ROCK, ARKANSAS
COMPANY
( IN FEET >
1 inch = 30 fL
I APPROVED I DRAWN BY DATE SHEET NO.
D6 25/12
3810 LOOKOUT ROAD, N LITTLE ROCK, AR 72116 /+
TEL: 501-753-4463 FAX: 501-753-6814 SCALE
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�- __ _ __ - _ -I-^I--==--=Z- �1�1�1-1=�'��� \ \ Jlrllr f \_�SECOND BAPTIST CHURCH
` v �� - COLUArnr"• o \ 1lII\1i11ji1\�111`� ��_�;\■\\\`\� ��j Ilfyy l •■ �.� 1618 BARROW ROAD
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SURVEYOR'S NOTES
1 THE INFORMATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THIS
SURVEY IS BASED ON RECORDS OF EXISTING UTILITY COMPANIES AND WHERE
POSSIBLE. MEASUREMENTS WERE TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING COMPLETE THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 40 HOURS IN ADVANCE BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES -
2 BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATES NORTH ZONE (PAGIS)
3 THE PROPERTY IS NOT SHOWN IN THE 100 YEAR FLOOD PLAIN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 050151 0101 F DATED
OCT. 19. 2001.
4. THIS PROPERTY IS ZONED 0-3
5 THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT TITLE SEARCH FOR
EASEMENTS OF RECORD, ENCUMBRANCES RESTRICTIVE COVENANTS, OWNERSHIP,
TITLE EVIDENCE. OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE
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1 inch = 30FELT fL APPROVED __D__RAWN BY DATE SHEET NO.
3810 LOOKOUT ROAD, N LITTLE ROCK, AR 72116 04 27J12 C-1
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