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34.88 L. F. OF EX. 18" RCP
TO BE REMOVED k ,'
INSET B -B
SCALE: 1"=30'
GRADING NOTES
A. CONTRACTOR SHALL REFER TO THE SITE SPECIFIC
GEOTECHNICAL REPORT FOR EXISTING SOIL CONDITIONS,
CONSIDERATIONS, AND RECOMMENDATIONS.
B. CONTRACTOR SHALL REFER TO THE CONSTRUCTION
DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN
SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER
POLLUTION PLAN, AND GEOTECHNICAL REPORT.
C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL
AND VERTICAL CONTROL, REFERENCE POINTS AND
CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT.
D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE PRIOR TO
CONSTRUCTION START.
E. ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED
EXCAVATION.
II F. GENERAL CONTRACTOR TO PROVIDE A UNIT PRICE FOR
REMOVAL AND REPLACEMENT OF SOILS ON THIS SITE SHOULD
REMOVAL BE REQUIRED.
G. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL
BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH
ARE CLASSIFIED FOR PAYMENT.
H. CONTRACTOR SHALL PROVIDE FINAL GRADES THAT DO NOT
C
OBSTRUCT ANY UTILITY ACCESS AND PROVIDE A SMOOTH
TRANSITION TO MEET AND MATCH EXISTING GRADES ON ALL
SIDES.
I. ADA ROUTES ARE NOT TO EXCEED 1:20 RUNNING SLOPE AND
2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES
SHALL NOT EXCEED 2% IN ANY DIRECTION.
J. ALL NATURAL GROUND SLOPES SHALL NOT EXCEED 3:1.
PAVING SLOPES SHALL NOT EXCEED 8%.
K. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY EARTH
DISTURBING PERMITS HAVE BEEN ACQUIRED AND MEET THE
CONDITIONS/REQUIREMENTS SET FORTH IN THE PERMITS
PRIOR TO CONSTRUCTION.
L. CONTRACTOR IS REQUIRED TO CALL ONE CALL AS WELL AS
THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS
BEFORE ANY EXCAVATION/CONSTRUCTION ACTIVITIES TAKE
PLACE. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS.
M. THE CONTRACTOR SHALL GRADE SITE TO ENSURE ALL
SURFACE WATER DRAINAGE IS AWAY FROM THE BUILDING AND
PROVIDES POSITIVE DRAINAGE SO THAT NO
STANDING/PONDING WATER TAKES PLACE ON SITE OR ON
ADJACENT PROPERTIES.
N. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH
THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND
WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE
GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION.
0. THE BUILDING SUBGRADE SHALL BE CONSTRUCTED TO
INCLUDE A MINIMUM OF 10 FEET BEYOND THE BUILDING LIMITS
AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE OWNER.
P. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS
FOR REQUIRED FLOOR SLAB THICKNESS.
Q. THE BUILDING PAD SUBGRADE SHALL BE PREPARED IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY
AND THE CIVIL SPECIFICATIONS.
R. ESTABLISH FINAL SUBGRADE ELEVATIONS TO ALLOW FOR
PAVEMENT/SLAB SECTIONS AS INDICATED ON THE PLANS.
S. IF CONFLICTS EXIST BETWEEN THE GEOTECHNICAL REPORT
AND THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS,
THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
SPOT ELEVATION LEGEND
TC - TOP OF CURB
--
BOUNDARY LINE
0
EX. WATER METER
OT
EX. TELEPHONE MANHOLE
--
--
RIGHT OF WAY LINE
SW - SIDEWALK
PROP. WATER METER
y !I
EX. TRAFFIC SIGNAL LIGHT
------
REQUIREMENT
EASEMENT LINE
,cs
EXISTING CONCRETE CURB AND GUTTER
®cV
EX. SPRINKLER VALVE
0
EX. TRAFFIC CONTROL BOX
PROPOSED CONCRETE CURB AND GUTTER
®S
EX. AUTO SPRINKLER
o
EX. FLAG POLE
-
- - -
PROPOSED FIRE LANE STRIPING
EP0
❑
EX. ELECT. PEDESTAL
o
EX. YARD LIGHT
OHE
OVERHEAD ELECTRIC
UGE
UNDERGROUND ELECTRIC
ET
❑
EX. ELECT TRANSFORMER
O
EX. GREASE TRAP
GAS
GAS LINE
p
EX. ELECT METER
®
EX. SS MANHOLE
UGT
UNDERGROUND TELEPHONE
FO
UNDERGROUND FIBER OPTIC
Q
PROP. ELECT- METER
®
PROP- SS MANHOLE
8"SS
SANITARY SEWER
❑pc
EX. AIR CONDITIONER
4
EX. GAS METER
8"W
WATERLINE
1
EX. SIGNAGE
A
PROP- GAS METER
S
BENCHMARK
EX. LIGHT POLE
EX. ELECT. MANHOLE
FIRE HYDRANT
0 EX. POWER POLE
041
PROP. LIGHT POLE
EX. STORM MANHOLE
m
WATER VALVE
0 PROP. POWER POLE
o
EX. BOLLARD
wMv
EX. WATER METER PIT ❑ s EX. TELEPHONE PED.
113 ® „ el PROP.
INLETS (SEE GRADING PLAN FOR TYPE)
INSET A -A
SCALE: 1"=30'
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it EXISTING (TYP)
d.97.I I.: W
X1-8 EX. 18" RCP TO BE
( REMOVED & PLUGGED LIJ
ACCORDING TO CITY OF g
LITTLE ROCK STANDARDS
RETAINING WALL "A" p
SEE SHEET C3.00
u�' 'mill
i
n II
1
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,
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44,2
RETAINING WALL 'A" }
SEE SHEET C3.00
34.88 L. F. OF EX. 18" RCP
TO BE REMOVED k ,'
INSET B -B
SCALE: 1"=30'
GRADING NOTES
A. CONTRACTOR SHALL REFER TO THE SITE SPECIFIC
GEOTECHNICAL REPORT FOR EXISTING SOIL CONDITIONS,
CONSIDERATIONS, AND RECOMMENDATIONS.
B. CONTRACTOR SHALL REFER TO THE CONSTRUCTION
DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN
SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER
POLLUTION PLAN, AND GEOTECHNICAL REPORT.
C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL
AND VERTICAL CONTROL, REFERENCE POINTS AND
CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT.
D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE PRIOR TO
CONSTRUCTION START.
E. ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED
EXCAVATION.
II F. GENERAL CONTRACTOR TO PROVIDE A UNIT PRICE FOR
REMOVAL AND REPLACEMENT OF SOILS ON THIS SITE SHOULD
REMOVAL BE REQUIRED.
G. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL
BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH
ARE CLASSIFIED FOR PAYMENT.
H. CONTRACTOR SHALL PROVIDE FINAL GRADES THAT DO NOT
C
OBSTRUCT ANY UTILITY ACCESS AND PROVIDE A SMOOTH
TRANSITION TO MEET AND MATCH EXISTING GRADES ON ALL
SIDES.
I. ADA ROUTES ARE NOT TO EXCEED 1:20 RUNNING SLOPE AND
2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES
SHALL NOT EXCEED 2% IN ANY DIRECTION.
J. ALL NATURAL GROUND SLOPES SHALL NOT EXCEED 3:1.
PAVING SLOPES SHALL NOT EXCEED 8%.
K. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY EARTH
DISTURBING PERMITS HAVE BEEN ACQUIRED AND MEET THE
CONDITIONS/REQUIREMENTS SET FORTH IN THE PERMITS
PRIOR TO CONSTRUCTION.
L. CONTRACTOR IS REQUIRED TO CALL ONE CALL AS WELL AS
THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS
BEFORE ANY EXCAVATION/CONSTRUCTION ACTIVITIES TAKE
PLACE. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS.
M. THE CONTRACTOR SHALL GRADE SITE TO ENSURE ALL
SURFACE WATER DRAINAGE IS AWAY FROM THE BUILDING AND
PROVIDES POSITIVE DRAINAGE SO THAT NO
STANDING/PONDING WATER TAKES PLACE ON SITE OR ON
ADJACENT PROPERTIES.
N. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH
THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND
WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE
GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION.
0. THE BUILDING SUBGRADE SHALL BE CONSTRUCTED TO
INCLUDE A MINIMUM OF 10 FEET BEYOND THE BUILDING LIMITS
AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE OWNER.
P. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS
FOR REQUIRED FLOOR SLAB THICKNESS.
Q. THE BUILDING PAD SUBGRADE SHALL BE PREPARED IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY
AND THE CIVIL SPECIFICATIONS.
R. ESTABLISH FINAL SUBGRADE ELEVATIONS TO ALLOW FOR
PAVEMENT/SLAB SECTIONS AS INDICATED ON THE PLANS.
S. IF CONFLICTS EXIST BETWEEN THE GEOTECHNICAL REPORT
AND THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS,
THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
SPOT ELEVATION LEGEND
TC - TOP OF CURB
94K SQUARE MODIFIED
`
t. . I '
95,502 SF'(, FLOOR)
TP - TOP OF PAVEMENT
24,535 SF (GARDEN CENTER)
HP - HIGH POINT
FFE =-467.10
LP - LOW POINT
I�
,
SW - SIDEWALK
II
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FOOTING
vs VERTICAL SEPARATION
REQUIREMENT
INSET A -A
SCALE: 1"=30'
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RETAINING WALL "A" p
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TO BE REMOVED k ,'
INSET B -B
SCALE: 1"=30'
GRADING NOTES
A. CONTRACTOR SHALL REFER TO THE SITE SPECIFIC
GEOTECHNICAL REPORT FOR EXISTING SOIL CONDITIONS,
CONSIDERATIONS, AND RECOMMENDATIONS.
B. CONTRACTOR SHALL REFER TO THE CONSTRUCTION
DOCUMENTS INCLUDING BUT NOT LIMITED TO THE WRITTEN
SPECIFICATIONS, CONSTRUCTION DRAWINGS, STORM WATER
POLLUTION PLAN, AND GEOTECHNICAL REPORT.
C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN HORIZONTAL
AND VERTICAL CONTROL, REFERENCE POINTS AND
CONSTRUCTION STAKING AS INCIDENTAL TO THE PROJECT.
D. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
ELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE PRIOR TO
CONSTRUCTION START.
E. ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED
EXCAVATION.
II F. GENERAL CONTRACTOR TO PROVIDE A UNIT PRICE FOR
REMOVAL AND REPLACEMENT OF SOILS ON THIS SITE SHOULD
REMOVAL BE REQUIRED.
G. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEM SHALL
BE CONSIDERED AS INCIDENTAL AND THE COST THEREOF
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS WHICH
ARE CLASSIFIED FOR PAYMENT.
H. CONTRACTOR SHALL PROVIDE FINAL GRADES THAT DO NOT
C
OBSTRUCT ANY UTILITY ACCESS AND PROVIDE A SMOOTH
TRANSITION TO MEET AND MATCH EXISTING GRADES ON ALL
SIDES.
I. ADA ROUTES ARE NOT TO EXCEED 1:20 RUNNING SLOPE AND
2% CROSS SLOPE. HANDICAP PARKING AND ACCESS AISLES
SHALL NOT EXCEED 2% IN ANY DIRECTION.
J. ALL NATURAL GROUND SLOPES SHALL NOT EXCEED 3:1.
PAVING SLOPES SHALL NOT EXCEED 8%.
K. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY EARTH
DISTURBING PERMITS HAVE BEEN ACQUIRED AND MEET THE
CONDITIONS/REQUIREMENTS SET FORTH IN THE PERMITS
PRIOR TO CONSTRUCTION.
L. CONTRACTOR IS REQUIRED TO CALL ONE CALL AS WELL AS
THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS
BEFORE ANY EXCAVATION/CONSTRUCTION ACTIVITIES TAKE
PLACE. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
ARE IN CONFLICT WITH PROPOSED IMPROVEMENTS.
M. THE CONTRACTOR SHALL GRADE SITE TO ENSURE ALL
SURFACE WATER DRAINAGE IS AWAY FROM THE BUILDING AND
PROVIDES POSITIVE DRAINAGE SO THAT NO
STANDING/PONDING WATER TAKES PLACE ON SITE OR ON
ADJACENT PROPERTIES.
N. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH
THE OWNERS DESIGN GUIDELINES AND SPECIFICATIONS, AND
WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE
GOVERNING/PERMITTING AUTHORITY HAVING JURISDICTION.
0. THE BUILDING SUBGRADE SHALL BE CONSTRUCTED TO
INCLUDE A MINIMUM OF 10 FEET BEYOND THE BUILDING LIMITS
AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE OWNER.
P. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS
FOR REQUIRED FLOOR SLAB THICKNESS.
Q. THE BUILDING PAD SUBGRADE SHALL BE PREPARED IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING STUDY
AND THE CIVIL SPECIFICATIONS.
R. ESTABLISH FINAL SUBGRADE ELEVATIONS TO ALLOW FOR
PAVEMENT/SLAB SECTIONS AS INDICATED ON THE PLANS.
S. IF CONFLICTS EXIST BETWEEN THE GEOTECHNICAL REPORT
AND THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS,
THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
SPOT ELEVATION LEGEND
TC - TOP OF CURB
FF- FINISH FLOOR
G -GUTTER
FG - FINAL GRADE
TP - TOP OF PAVEMENT
TW - TOP OF WALL
HP - HIGH POINT
BW - BOTTOM OF WALL
LP - LOW POINT
NOTE: BW IS BOTTOM OF
SW - SIDEWALK
WALL AT GRADE, NOT
FOOTING
vs VERTICAL SEPARATION
REQUIREMENT
N
SCALE IN FEET
0 50' 75' 100'
LOCATION MAP:
R 13 W
ATKINS ROAD
T
0
1 �
ZNZ
N Y
PROJECT
LOCATION
N NOT TO SCALE
PROJECT:
r WE
LITTLE ROCK, ARKANSAS
PROJECT NUMBER: 15010
DRAWING DATE: 03.22.16
ISSUE DATE: 03.22.16
SEAL
SUBMITTAL:
ISSUED FOR
REVIEW
REVISIONS:
Irvac MTE ols�lpl+ -
THESE PLANS AND DRAWINGS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM
OR MANNER WHATSOEVER WITHOUT FIRST
OBTAINING THE WRITTEN PERMISSION AND CONSENT
OF CEDAR CREEK CONSULTING INC. THIS SHEET IS
NOT TO BE USED FOR CONSTRUCTION UNLESS THE
ISSUE DATE IN THE TITLE BLOCK COINCIDES WITH OR
POST DATES THE DRAWING DATE. ANY CHANGES
MADE FROM THESE PLANS WITHOUT CONSENT OF
CEDAR CREEK CONSULTING INC. ARE
UNAUTHORIZED, AND SHALL RELIEVE CEDAR CREEK
CONSULTING OF RESPONSIBILITY FOR ALL
CONSEQUENCES ARRIVING OUT OF SUCH CHANGES.
DRAWING TITLE:
GRADING
PLAN
SHEET:
C2.00