HomeMy WebLinkAboutFull Site Construction Drawings 072721Y
Remaining Lot 1
25,929 Square Feet
0.60 AcresChenoneau Blvd.100' Public R/WCantrell Road(Arkansas Hwy 10)
Public R/W Varies
Parcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
E xisting Shared
D evelopment
Sign
Existing Shared
D evelopment
Sign
Benchmark № 1
Point of Beginning 2620K UNLEADED12K DIESEL512K PREMIUMFV412K E-85FVFVFVD
D 40.01' LANDSCAPEBUFFER25' LSCP.BUFFER
PROPOSED
KUM & GO STORE
BISTRO-RP-2021V1
3,968 SF
F.F.E.=308.44
25' LANDSCAPEBUFFER
20'35'49'30'20'24'20'9' TYP.8'8'8'9' TYP.9' TYP.9' TYP.12'60'
6'RPZRPZ6'27.19'
27.19'
R=5'
L=7.89'
R=11'
L=17.36'7.75'7.42'8'7.42'96.07'10'7.5'24.73'7.57'33.72'19.76'
3.19'10'8'
50'102.29'4'4'8'39.78'8'184 LF
4" SSYL
32 LF
4" SSWL12'
12'
30'5.08'15'39.44'28'20 LF 4" SSYL
(TYPICAL)
20 LF 4" SSYL
(TYPICAL)
20 LF 4" SSYL
(TYPICAL)
84 LF 4" SSYL
(TYPICAL)
5'12'
37 LF
4" SSYL
38 LF
4" SSWL
±162 LF SEGMENTAL
RETAINING WALL
(REF. TO PLANS BY OTHERS)
D
D
12'100' TURN LANE75' TAPER25 LF 4" SSYL
(TYPICAL)
100 LF
4" SSWL
37 LF
4" SSYL
ASPHALT
PAVEMENT TO
MATCH EXISTING
0
N
S
EW
NW NE
SW SE
GRAPHIC SCALE IN FEET | 1in = 20ft
20 40 60102010
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDPAVEMENT & STRIPING PLAN07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
C3.1
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 design_001.dwg - Plotted on 7/10/2021 9:11:48 PM to pdf-xchange.pc3 by Jon B.DOMESTIC WATER QUALITY UNITS
GRAINS OF HARDNESS:79 mg/l
TOTAL DISSOLVED SOLIDS: 116 mg/l
GENERAL NOTES
1. COORDINATE LISTS (IF ANY) ON THIS PLAN ARE FOR INFORMATION AND CHECKING PURPOSES ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CALCULATE CONSTRUCTION STAKING COORDINATES ACCORDING TO THE
DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF THE COORDINATES
SHOWN ON THE PLANS BEFORE CONSTRUCTION STARTS.
2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF THE
VESTIBULE, SLOPED PAVING EXIT(S), PORCHE(S), RAMP(S), PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
UTILITY ENTRANCE POINTS.
3. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE MEASURED TO THE FACE OF CURB, THE EDGE OF PAVEMENT,
THE EDGE OF SIDEWALK THE FACE/CORNER OF THE BUILDING(S) OR THE CENTER/END OF STRIPE.
4. ALL CONCRETE AND ASPHALT PAVEMENT SHALL CONFORM TO THE CLIENT'S SPECIFICATIONS AND GEOTECHNICAL
SPECIFICATIONS OR REQUIREMENTS OF THE REGULATORY AUTHORITY HAVING JURISDICTION WHICHEVER IS MORE
STRINGENT.
5. NEW PAVEMENT SURFACE TO CURE FOR A PERIOD OF NOT LESS THAN 14 DAYS BEFORE APPLICATION OF MARKING
MATERIALS.
6.REMOVE ALL DIRT, GRAVEL, DEBRIS, VEGETATION, OR OTHER MISCELLANEOUS OBJECTS FROM THE SURFACE WITH A
BROOM TRUCK OR EQUIVALENT. PROVIDE A CLEAN, DUST-FREE AND COMPLETELY DRY SURFACE FOR PAINT
APPLICATION. DO NOT APPLY PAINT OVER EXISTING TAPE MARKINGS.
7. CONFIRM & RECORD PROPER AIR AND SURFACE TEMPERATURES OF 55° AND RISING AND LESS THAN 95°. IF THE
SURFACE TEMPERATURE IS NOT WITHIN THE TEMPERATURE RANGE OR IF THE PAINT APPLICATION IS DONE UNDER
ADVERSE CONDITIONS (AS DETERMINED BY THE CONSTRUCTION PROJECT MANAGER) SUCH AS ABOVE 75% HUMIDITY,
NIGHT STRIPING, ETC. IN ORDER TO MEET THE FACILITY'S OPENING SCHEDULE, CONTRACTOR TO RE-SCHEDULE AND
COMPLETE SURFACE STRIPING UNDER PROPER CONDITIONS A MINIMUM OF 30 DAYS PRIOR TO THE EXPIRATION OF
THE (1) ONE YEAR CONSTRUCTION WARRANTY.
8. PROVIDE A 15 MIL THICK 4" WIDE CONTINUOUS STRIPE WHERE AND IN THE COLOR INDICATED. MINIMUM OF (2) TWO
COATS.
9. PROVIDE PRIMER AND SEALER TO BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS ON ALL CONCRETE
SURFACES AND ON ASPHALT SURFACES THAT ARE MORE THAN TWO YEARS OLD, OXIDIZED AND/OR HAVE AGGREGATE
EXPOSED.
10. ALL PARKING SPACES INDICATED AS ACCESSIBLE SPACES SHALL RECEIVE ACCESSIBLE PAVEMENT MARKINGS AND
SIGNS AS INDICATED ON THE DETAIL SHEETS PER DETAIL D23.
11. ALL PAVEMENT MARKINGS: TRAFFIC ARROWS, STOP BARS, ETC... AND ALL SIGNS, SHALL BE APPLIED AND/OR
INSTALLED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MOST CURRENT EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (M.U.T.C.D.).
12. ALL WORK DONE WITHIN A PUBLIC RIGHT OF WAY OR OTHERWISE NOTED ON THE THESE PLANS SHALL BE
CONSTRUCTED TO THE GOVERNING AGENCY'S SPECIFICATIONS. IF ANY WORK DONE IS NOT PROTOTYPICAL OR
CONSTRUCTION CANNOT BE ACHIEVED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OZARK CIVIL
ENGINEERING, INC. FOR REVIEW AND APPROVAL
13. ALL WORK DONE ON-SITE SHALL BE CONSTRUCTED TO THE CLIENT'S SPECIFICATION OR REQUIREMENTS OF THE
REGULATORY AUTHORITY HAVING JURISDICTION WHICHEVER IS MORE STRINGENT, IF THERE IS A QUESTION AS
TO WHICH SPECIFICATIONS SHOULD APPLY THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD.
EDGE OF ASPHALT
EDGE OF GRAVEL
PAVEMENT FEATURES
LIGHT DUTY / SIDEWALK CONCRETE (REFER TO PLAN/FLAG
NOTES FOR SIZE AND TYPE OF CONCRETE)
STANDARD DUTY CONCRETE (REF. TO DETAIL D - SHEET CD3.2)
HEAVY DUTY CONCRETE (REF. TO DETAIL E - SHEET CD3.2)
STANDARD DUTY ASPHALT (REF. TO DETAIL F - SHEET CD3.2)
HEAVY DUTY ASPHALT(REF. TO DETAIL F - SHEET CD3.2)
EDGE OF CONCRETE PAVEMENT
LIMITS OF CONCRETE TYPE
PROPOSED FEATURES REFER TO SURVEY FOR EXISTING FEATURES
PROPERTY LINE
SUBDIVISION / OUTPARCEL PROPERTY LINE
CONCRETE CURB AND GUTTER |REFER TO PLAN FOR SIZE
FENCING |REFER TO PLAN FOR TYPE AND SIZE
DRAINAGE STRUCTURES | REFER TO GRADING PLAN FOR TYPE
UTILITY STRUCTURES | REFER TO UTILITY PLAN FOR TYPE
4" (SS*L)
4" (DS*L)
4" (SB*L)
4" (SD*L)30'10'
4'
SITE LIGHTING | REFER TO ELECTRICAL PLAN FOR TYPE, SIZE & DETAILS
2'
GENERAL FEATURES
STRIPING FEATURES
ALL ONSITE STRIPING AND PAVEMENT MARKINGS SHALL BE PAINTED ON USING WHITE
FOR ASPHALT PAVED AREAS AND YELLOW FOR CONCRETE PAVED AREAS UNLESS
OTHERWISE NOTED.
SS*L - SINGLE SOLID * LINE
DS*L - DOUBLE SOLID * LINE
SB*L - SINGLE BROKEN * LINE
SD*L - SINGLE DASHED * LINE
LENGTH
OF LINE
000 LF
W" SS*L
WIDTH
OF LINE
COLOR
OF LINE
INTEGRAL-COLORED CONCRETE
(REF. TO DETAIL H - SHEET CD3.3)
7 4' x 4' x 4" THICK AIR MACHINE CONCRETE PAD.
(REF. TO DETAIL E - SHEET CD3.0)
FLAG NOTES |Items labeled by the following symbols are shown on this sheet.
NOTE
DESIGNATOR
FLAG NOTES |
1 ACCESSIBLE PARKING SPACE (REF. TO DETAIL K - SHEET CD3.2)
2 BOLLARD MOUNTED ADA PARKING SIGN
(REF. TO DETAIL A - SHEET CD3.0)
8 9' x 9' x 4" THICK PROPANE CAGE CONCRETE PAD SLOPED 1.5%
AWAY FROM SIDE WALL OF BUILDING
3 CROSSWALK (REF. TO DETAIL J - SHEET CD3.3)
4 4" 45° CROSS HATCH, 2' O.C. STRIPING
5 FIRELANE STRIPING (REF. TO DETAIL K - SHEET CD3.3)
6 ADA CURB RAMP (REF. TO DETAILS G,H OR I - SHEET CD3.2)
9 5' x 6.5' x 4" THICK CONCRETE PAD FOR BIKE RACK
10 INTEGRAL STAINED CONCRETE. 6" MIN. PAVEMENT THICKNESS
(REF.TO DETAIL H - SHEET CD3.3)
11A CONCRETE SITE SIDEWALK. (REF. TO DETAIL J - SHEET CD3.2)
11B CONCRETE SITE SIDEWALK, 1.5% MAX. CROSS SLOPE. (REF. TO
DETAILS B, D OR E - SHEET CD3.3 & THE ARCHITECTURAL PLANS
FOR THE CONTROL JOINT PLAN)
11C BUILDING CONCRETE SIDEWALK, 1.5% MAX. CROSS SLOPE.
(REF. TO DETAILS A AND B - SHEET CD3.3 & THE
ARCHITECTURAL PLANS FOR THE CONTROL JOINT PLAN)
11D BUILDING CONCRETE SIDEWALK ADJACENT TO LANDSCAPE,
1.5% MAX. CROSS SLOPE. (REF. TO DETAIL G - SHEET CD3.3 &
THE ARCHITECTURAL PLANS FOR THE CONTROL JOINT PLAN)
12 CANOPY ISLAND JOINTS (REF. TO DETAIL R - SHEET CD3.2)ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLERLEGAL DESCRIPTION
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 14,
TOWNSHIP 2 NORTH, RANGE 14 WEST IN THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1; THENCE ALONG THE WEST LINE OF
SAID LOT 1 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1004.93 FEET, AN ARC
LENGTH OF 52.78 FEET, A CHORD BEARING OF NORTH 3° 37' 35” EAST AND A CHORD
DISTANCE OF 52.77 FEET; THENCE CONTINUING ALONG THE WEST LINE SAID LOT 1 NORTH
2° 07' 15” EAST, 29.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 NORTH 2° 07' 15” EAST, 65.04 FEET; THENCE CONTINUING
ALONG THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING
A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 187.71 FEET, A CHORD BEARING OF NORTH
3° 08' 42” EAST AND A CHORD DISTANCE OF 187.37 FEET; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.97 FEET, A CHORD BEARING OF NORTH 60°
57' 03” EAST AND A CHORD DISTANCE OF 36.54 FEET; THENCE SOUTH 72° 06' 07” EAST,
43.01 FEET; THENCE ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 78° 06' 03” EAST,
143.46 FEET; THENCE CONTINUING ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 72° 21'
03” EAST, 51.83 FEET; THENCE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 02° 58' 36”
WEST, 125.78 FEET; THENCE LEAVING THE EAST LINE OF SAID LOT 1 SOUTH 19° 57' 33”
WEST, 88.78 FEET; THENCE NORTH 89° 01' 45” WEST, 212.32 FEET; THENCE SOUTH 02° 07'
15” WEST, 5.00 FEET; THENCE NORTH 89° 01' 45” WEST, 42.01 FEET TO THE POINT OF
BEGINNING.
CONTAINS 65,739 SQUARE FEET OR 1.51 ACRES OF LAND, MORE OR LESS.
BENCHMARKS
BASIS OF BEARINGS:
ARKANSAS STATE PLANE COORDINATES (NORTH ZONE),
NAD 83 (2011).
BENCHMARK NO. 1: SQUARE CUT IN THE TOP OF CURB 134.33' NORTH AND 5.39' WEST OF
SE CORNER OF LOT 1.
ELEVATION 302.53 (NAVD 88)
FLOOD NOTE:
BY GRAPHIC SCALING ONLY THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X" AS
DETERMINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP, MAP NO. 05119C0312G EFFECTIVE DATE: JULY 06, 2015.
Y
Remaining Lot 1
25,929 Square Feet
0.60 AcresChenoneau Blvd.100' Public R/WCantrell Road(Arkansas Hwy 10)
Public R/W Varies
Parcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
E xisting Shared
D evelopment
Sign
Existing Shared
D evelopment
Sign
Benchmark № 12620K UNLEADED12K DIESEL512K PREMIUMFV412K E-85FVFVFVWB-50
AASHTO 2004 (US)
D
D
PROPOSED
KUM & GO STORE
BISTRO-RP-2021V1
3,968 SF
F.F.E.=308.44 RPZRPZ3
0'12'D
D
ep 308.31
ep 308.31 307.95
307.91
306.98 305.89
307.30 306.44
g 308.30
g 308.34
ep 308.49
tg 308.35 ep 308.44 ep 308.43ep 308.43
tg 308.35
ep 308.44
ep 308.44ep 308.44
ep 308.44
ep 308.34
ep 308.23
ep 307.71
ep 308.47 ep 308.44ep 308.66
ep 308.33
ep 307.81
ep 307.40
ep 307.49
ep 308.46
g 308.31
g 308.34
ep 308.31
ep 308.44
ep 308.44
ep 308.30
ep 308.44
ep 308.44
ep 308.44
ep 308.31
ep 305.85
ep 306.44
ep 306.34
ep 306.41
306.08
306.35
g 306.20
g 305.88
307.93
307.92
307.17
307.12ep 308.44
tc 308.22tc 308.33
g 306.02
g 306.06
0
N
S
EW
NW NE
SW SE
GRAPHIC SCALE IN FEET | 1in = 20ft
20 40 60102010
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDADA COMPLIANCE PLAN07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
C3.2
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 design_001.dwg - Plotted on 7/10/2021 9:11:33 PM to pdf-xchange.pc3 by Jon B.DOMESTIC WATER QUALITY UNITS
GRAINS OF HARDNESS:79 mg/l
TOTAL DISSOLVED SOLIDS: 116 mg/l ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLERPROPOSED FEATURES REFER TO SURVEY FOR EXISTING FEATURES
PROPERTY LINE
SUBDIVISION / OUTPARCEL PROPERTY LINE
CONCRETE CURB AND GUTTER |REFER TO PLAN FOR SIZE
FENCING |REFER TO PLAN FOR TYPE AND SIZE
DRAINAGE STRUCTURES | REFER TO GRADING PLAN FOR TYPE
UTILITY STRUCTURES | REFER TO UTILITY PLAN FOR TYPE
SITE LIGHTING | REFER TO ELECTRICAL PLAN FOR TYPE, SIZE & DETAILS
GENERAL FEATURES
ADA PATH OF TRAVEL AT 5'-0" WIDE, 2% MAX. CROSS SLOPE;
5% MAX. RUNNING SLOPE. AREAS WILL BE FIELD VERIFIED BY
OWNER. AREAS OUT OF COMPLIANCE WILL BE REMOVED AND
REPLACED BY THE CONTRACTOR AT NO COST TO KUM & GO.
(SEE GRADING PLAN FOR DETAILS.)
ADA LANDING AREA, 2% MAX. SLOPE IN ALL DIRECTIONS.
AREAS WILL BE FIELD VERIFIED BY AREAS OUT OF
COMPLIANCE WILL BE REMOVED AND REPLACED BY THE
CONTRACTOR AT NO COST TO KUM & GO. (SEE GRADING
PLAN FOR DETAILS.)
ADA RAMPS, AREA INDICATES A 2% MAX. CROSS SLOPE AND
1:12 MAX. RUNNING SLOPE. RAMP SIDE SLOPES SHALL NOT
EXCEED 1:10 MAX. FOR BUILDING SIDEWALK RAMPS. AREAS
WILL BE FIELD VERIFIED BY OWNER. AREAS OUT OF
COMPLIANCE WILL BE REMOVED AND REPLACED BY THE
CONTRACTOR AT NO EXPENSE TO (SEE GRADING PLAN FOR
DETAILS.)
LANDING AREA, 1% MAX.
x 0000.00
SPOT ELEVATIONS
GENERAL SPOTS
tc = TOP OF CURB g = GUTTER OF CURB
ep = EDGE OF PAVEMENT ts = TOP OF STRUCTURE
hp = HIGH POINT ELEVATION lp = LOW POINT ELEVATION
fl = FLOW LINE ELEVATION ffe = FINISHED FLOOR ELEV
SPOT TYPE
DESIGNATOR
POINT OF SPOT
ELEVATION
SPOT ELEV.
LEGAL DESCRIPTION
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 14,
TOWNSHIP 2 NORTH, RANGE 14 WEST IN THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1; THENCE ALONG THE WEST LINE OF
SAID LOT 1 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1004.93 FEET, AN ARC
LENGTH OF 52.78 FEET, A CHORD BEARING OF NORTH 3° 37' 35” EAST AND A CHORD
DISTANCE OF 52.77 FEET; THENCE CONTINUING ALONG THE WEST LINE SAID LOT 1 NORTH
2° 07' 15” EAST, 29.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 NORTH 2° 07' 15” EAST, 65.04 FEET; THENCE CONTINUING
ALONG THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING
A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 187.71 FEET, A CHORD BEARING OF NORTH
3° 08' 42” EAST AND A CHORD DISTANCE OF 187.37 FEET; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.97 FEET, A CHORD BEARING OF NORTH 60°
57' 03” EAST AND A CHORD DISTANCE OF 36.54 FEET; THENCE SOUTH 72° 06' 07” EAST,
43.01 FEET; THENCE ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 78° 06' 03” EAST,
143.46 FEET; THENCE CONTINUING ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 72° 21'
03” EAST, 51.83 FEET; THENCE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 02° 58' 36”
WEST, 125.78 FEET; THENCE LEAVING THE EAST LINE OF SAID LOT 1 SOUTH 19° 57' 33”
WEST, 88.78 FEET; THENCE NORTH 89° 01' 45” WEST, 212.32 FEET; THENCE SOUTH 02° 07'
15” WEST, 5.00 FEET; THENCE NORTH 89° 01' 45” WEST, 42.01 FEET TO THE POINT OF
BEGINNING.
CONTAINS 65,739 SQUARE FEET OR 1.51 ACRES OF LAND, MORE OR LESS.
BENCHMARKS
BASIS OF BEARINGS:
ARKANSAS STATE PLANE COORDINATES (NORTH ZONE),
NAD 83 (2011).
BENCHMARK NO. 1: SQUARE CUT IN THE TOP OF CURB 134.33' NORTH AND 5.39' WEST OF
SE CORNER OF LOT 1.
ELEVATION 302.53 (NAVD 88)
FLOOD NOTE:
BY GRAPHIC SCALING ONLY THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X" AS
DETERMINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP, MAP NO. 05119C0312G EFFECTIVE DATE: JULY 06, 2015.
6"3'-6"3'-10"1'-012"318"
10"4"6"2'-0"2'-0"6"4'-0"4'-0"
POWER SWITCH
6" CURB
DRIVE SURFACE
6" CURB
AIR MACHINE SUPPLIER
TO COORDINATE WITH
STATION MOUNT
4' x4' CONCRETE PAD
5'-0" MIN.1'-6"1'-0"
2"6'-6"RESERVED PARKING
ACCESSIBLE SIGN (R7-8)
THIS SIGN TYPICAL AT
ALL ACCESSIBLE
PARKING SPACES
12' x 6". THIS SIGN TYPICAL
AT ALL VAN ACCESSIBLE
PARKING SPACES
APPLIES FOR VAN
ACCESSIBLE STALL ONLY
SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)
SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)
BLACK SEALANT
AROUND SIGN POST
INNOPLAST BOLLARD COVER
(SEE DETAIL B - SHEET CD3.1)
2" ROUND CUT-OUT ON
INNOPLAST BOLLARD
FOR SIGN POST
2" ROUND POWDER-COAT BLACK
PIPE. CAP TOP OF PIPE
FILL POST WITH
CONCRETE FLUSH
WITH TOP OF POST
FRONT VIEW SIDE VIEW
VAN
ACCESSIBLE 6"3'-0"7'-0" MIN.2"Ø GALVANIZED STEEL
PIPE. PROVIDE WELDED
WATERTIGHT CAP.
BREAKAWAY COUPLER
LANDSCAPE
1'Ø CONCRETE BASE
6"3'7' MIN.STOP
2"Ø GALVANIZED STEEL
PIPE. PROVIDE WELDED
WATERTIGHT CAP.
BREAKAWAY COUPLER
LANDSCAPE
1'Ø CONCRETE BASE
STOP SIGN (MUTCD R1-1),
BOLT TO STEEL TUBE W/
3/8" CADMIUM PLATED
BOLTS, NUTS & WASHERS
3
1
2
4
36"
4.88"4.5"3
X
Ø
0
.
5
6
"
NOTES:
1. BIKE RACK TO BE INSTALLED IN CENTER OF
5'-0" x 6'-6" CONCRETE PAD.
2. BOLLARD SHALL HAVE A ONYX POWDER COAT
FINISH.
MATERIALS LIST
(1) TUBING - Ø412" x 18" WALL STEEL TUBING.
(2) CAP - Ø412" x 18" WALL STEEL DOME.
(3) LOOP - Ø1.315" x .133" WALL STEEL TUBING.
(4) SURFACE PLATE - Ø712" x 14" THICK STEEL PLATE
WITH THREE Ø9 16" MOUNTING HOLES.
(5) MOUNTED WITH THREE Ø12" x 4-5" STAINLESS STEEL
ANCHOR BOLTS (CUSTOMER SUPPLIED).
PRODUCT NO.
*Available in powder coat and DuraCoat finishes
BP4-02-SM-PF
MOUNTING BRACKET
MECHANICAL SCREEN ON ROOF
1
2
3
1
2
3
RAIN SENSOR: RAIN BIRD WR2-RFS
ROOF4"SIDEWALK18" MIN.12"24"30'36'12" MIN.12"12" MIN.
11/2" PIPE HANDRAIL (BLACK
POWDER COATED), EACH SIDE
OF RAMP
CONCRETE SIDEWALK
12:1 MAX ADA SLOPE
#4 BARS-12" O.C.
EACH WAY
PROPOSED
SUBGRADE
18" MIN.7" RISE4"SIDEWALK12" TREAD
18" MIN.
12" MIN.12"24"12" MIN.
6"36"36"24"1'-0"36"CONCRETE SIDEWALK
11/2" PIPE HANDRAIL (BLACK POWDER
COATED), EACH SIDE OF STAIRS
PROVIDE NO SLIP TREAD
(3-3/8" x 1/8" GROOVE WITH
1/2" SEPARATION) ON THE
EDGE OF EACH TREAD
#4 BARS-12" O.C.
EACH WAY
PROPOSED
SUBGRADE
STATIONARY TRUCK, HEAVY
DUTY, CAST ALUM., WITH 1 1/4”
DIA. PULLEY ON 1/4” PIN.40' FLAG POLE | ECX40IH
INTERNAL WITH WINCH
A 40 ft.
B 4 ft.
C 44 ft.
D 19' - 3 in
E 7 ft.
F 3.5 in.
G 0.156 in.
H 2
ALUM. BALL, GOLD ANODIZED, DIA. TO
MATCH POLE BUTT SIZE
HALYARD, #10 (5/16” DIA.) BRAIDED
ROPE, POLYPROPYLENE
TWO SNAPHOOKS, SWIVEL, BRONZE, CHROME
PLATED
ROLLER SLING WITH PLASTIC COATED
COUNTERWEIGHT
TAPERED ALUM. TUBE “G” BASE WALL, ALLOY
6063-T6 SATIN GROUND FINISH
FLUSH ACCESS DOOR WITH CYLINDER LOCK,
AND INTERNAL M WINCH WITH REMOVABLE
CRANK HANDLE
“E” BUTT DIAMETER
SPUN ALUM. COLLAR (CAULK COLLAR
PERIMETER BY INSTALLER)
GRADE“C” TOTAL LENGTH“A”EXPOSED HEIGHT (NOM.)“B”SETTINGDEPTH“D”TAPER (NOM.)4’ - 6”CONCRETE (BY INSTALLER)
CEMENT OR WATERPROOF COMPOUND (BY
INSTALLER)
DRY SAND (BY INSTALLER)
GROUND SLEEVE ASSEMBLY 16 GA.
CORRUGATED GALV. STEEL TUBE
LIGHTING SPIKE (3/4” DIA., STEEL ROD)
6"12"
“F” TOP
DIAMETER
"H" POLE SECTIONS
80' FLAG POLE | EC80IH
INTERNAL WITH WINCH
A 80 ft.
B 8 ft.
C 88 ft.
D 52' - 4 in
E 12 ft.
F 4 in.
G 0.375 in.
H 5
AIR MACHINE
NOT TO SCALEE
BOLLARD-MOUNTED HANDICAP SIGN
NOT TO SCALEA
SIGN IN LANDSCAPE
NOT TO SCALEC SIGN IN CONCRETE
NOT TO SCALEB
BOLLARD BIKE RACK DETAIL
NOT TO SCALEDRAIN SENSOR
NOT TO SCALEG
RAMP & HANDRAIL
NOT TO SCALEH
FLAG POLE
NOT TO SCALEF 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDCONSTRUCTION DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD3.0
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:39:39 PM to pdf-xchange.pc3 by Jon B.ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
4.17'2.83'1.5' DIAMETER 6"INNOPLAST BOLLARD COVER
(SEE DETAIL C - SHEET CD3.1)
4" SCHEDULE 40
GALVANIZED STEEL PIPE
FILL POST WITH
CONCRETE FLUSH
WITH TOP OF POST
NOTE:
BUILDING SIDEWALK
AND/OR SITE SIDEWALK
(SEE PAVEMENT DETAILS -
SHEET CD3.3)
INTEGRAL-COLORED CONCRETE
(SEE DETAIL H - SHEET CD3.3)
NOTE:
SEE PLANS FOR
PAVEMENT SECTION
DETAILS
4,000 PSI PCC
CONCRETE MIN.
TYPICAL
NOMINAL WALL: 0.125"3.25"1"10"3'Ø4.70" I.D.
Ø4.95" O.D
BLACK PROTECTIVE BOLLARD
COVER MADE OF HDPE
MODEL #:
BC452 (PRE-CUT @ 3.00')
INSTALLATION:
1) UTILIZE GREAT STUFF PROTM/
WALL AND FLOOR ADHESIVE TO
ADHERE BOLLARD COVER TO STEEL
BOLLARD. FOLLOW PRODUCT
INSTRUCTIONS
2) SPRAY PRODUCT INSIDE BOLLARD
COVER (DO NOT DRILL HOLES)
3) INSTALL BOLLARD COVER OVER
STEEL BOLLARD
4) FACE PRODUCT INFORMATION
LABEL TOWARDS BUILDING
CONTACT:
10120 GOTTSCHALK PARKWAY
CHARGRIN FALLS, OH 44023
800-516-9287
innosales@innoplast.com
0.75" BLACK REFLECTIVE TAPE
PRODUCT ID: 3M #5100R
5'-0" TYP.2'-8"KUM & GO
PARKING STALL 1'-11"SIDEWALK
INNOPLAST
BOLLARD
INTEGRAL-COLORED
CONCRETE VARIES9"8'8'
SEE
STRIPE
PLANSEE PLAN2.5'
5'
NOTES:
1. START PLACEMENT OF BOLLARDS BASED OFF CENTERLINE OF MAIN ENTRY
SIDEWALK
BOLLARD-MOUNTED
ADA SIGN
℄
BOLLARD PLACEMENTS DETAILS
NOT TO SCALED BOLLARD DETAIL (PLAN VIEW)
NOT TO SCALEA
BOLLARD DETAIL (TYP.)
NOT TO SCALEB
INNOPLAST BOLLARD COVER
NOT TO SCALEC
PYLON SIGN DETAILS
NOT TO SCALEE 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDCONSTRUCTION DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD3.1
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:39:58 PM to pdf-xchange.pc3 by Jon B.ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
1'-0"1'-0"1'-0"
REF. PAVEMENT
DETAILS
FOR THICKNESS
CONCRETE PAVEMENT
LANDSCAPE
4" THICK PCC SIDEWALK
R1"
NOTES:
1. RAMPS SHALL BE 6" CONCRETE WITH 6
x 6 W1.4 x W1.4 WELDED WIRE FABRIC.
RAMP WIDTH PER PLAN
6'
6'5.00'SLOPE1:12 M AX.SLOPE
1:10 MAX.
SLOPE1:10 MAX.
EXPANSION JOINT
VERTICAL SIDEWALK
FACE
6" CONCRETE RAMP 6"4"4000 PSI P.C. CONCRETE PAVEMENT,
PAVEMENT MUST HAVE A SOLAR
REFLECTANCE INDEX (SRI)
OR 29 OR HIGHER
SUBGRADE-SCARIFIED AND
COMPACTED PER GEOTECHNICAL
REPORT RECOMMENDATIONS
BASE COURSE
TYPE 5
8'8'SEE STRIPING PLAN
1.5
%
2.0
% M
A
X.
1.5
%
2.0% MAX.
SEE PLA
N
NOTE:
THIS ILLUSTRATION IS NOT TO
SCALE AND IS INTENDED TO
REPRESENT A CONCEPTUAL
IMAGE OF THE BUILDING.
2'-6" O.C. YELLOW STRIPING,
45° CROSS HATCH
PROPOSED ADA
PROPOSED ADA VAN
ACCESSIBLE STALL SYMBOL
2.0
% M
A
X.
2.0% MAX.
NOTES:
1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES.
2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS.
3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION.
4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE.
NOTES:
1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS SHALL BE 4" WIDE YELLOW STRIPES.
2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS.
3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION.
4. A SIGN MUST MARK ACCESSIBLE PARKING. THE SYMBOL ON THE PAVEMENT IS NOT ADEQUATE.
9'8'SEE STRIPING PLAN
PROPOSED ADA
2.0
% M
A
X.
2.0% MAX.
PROPOSED ADA VAN
ACCESSIBLE STALL SYMBOL
1.5
%
1.5
%
NOTE:
THIS ILLUSTRATION IS NOT TO
SCALE AND IS INTENDED TO
REPRESENT A CONCEPTUAL
IMAGE OF THE BUILDING.
2'-6" O.C. YELLOW
STRIPING,
45° CROSS HATCH
** = 30 x TS (IN FEET)
(15' MAX.)
PLAN VIEW ISOLATION JOINT
SAW CUT
CONSTRUCTION JOINT
RIGID STRUCTURET/2TS = SLABTHICKNESS(SEEPLANS)CL
TS = SLABTHICKNESS(SEEPLANS)*
DIAMOND DOWEL
POCKET FORMER.
1/8" WIDE BY 1" DEEP SAW CUT.
FILL WITH SEALANT.
IMMEDIATELY AFTER
REMOVING BULKHEAD,
APPLY CURING COMPOND
TO PAVEMENT VERTICAL
EDGE AT A CONVERGE RATE
OF 300 SF MAX PER GALLON.
1/4" x 4.5" DIAMOND DOWEL BY
PNA OR APPROVED EQUAL
SPACED @ 24" O.C. DO NOT
GREASE DOWEL. INSTALL PER
PNA RECOMMENDATIONS.
1/4" SECOND SAWCUT
(IF REQUIRED)
1/8" FIRST SAWCUT
T
WAIT AS LONG AS FEASIBLE TO SEAL JOINTS
TO ALLOW CONCRETE SHRINKAGE TO OCCUR.
IF REQUIRED, RE-SAW JOINT IMMEDIATELY PRIOR
TO INSTALLING SEALANT TO ACHIEVE A 14"
JOINT WIDTH. ENSURE JOINT IS CLEAN,
DRY AND SIDES PREPARED PER MFR'S
RECOMMENDATIONS.T/2 BUT NOT
LESS THAN 1/4"
BACKER ROD
TOP OF PAVEMENT
SEALANT
1/4 OF SLAB THICKNESS
(1" MIN.)
SEALANT
SAW JOINTS SAME
DAY AS POUR
SEALANT
1/2" PRE-MOLDED
JOINT FILLER
NOTES:
1. RAMPS SHALL BE 6"
CONCRETE WITH 6 x 6 W1.4 x
W1.4 WELDED WIRE FABRIC.
SLOPE1:12 MAX.SLOPE1.0 %
SLOPE1:12 MAX.
LANDINGWIDTHPER PLAN
RAMP WIDTH
PER PLAN
RAMP WIDTH
PER PLAN
VERTICAL SIDEWALK
FACE
EXPANSION JOINT
16"12"6"3
1
JOINT SEALING MATERIAL
TOP OF SLAB (TS)
R1"
PAVEMENT
4" THICK PCC SIDEWALK6"4.5"1.5"
R14"
R2"
R2"
SLOPE GUTTER TO MATCH
SLOPE OF ADJACENT PAVEMENT
REF. PAVEMENT DETAILS
NOTES:
1. RAMPS SHALL BE 6" CONCRETE WITH 6
x 6 W1.4 x W1.4 WELDED WIRE FABRIC.
SLOPE1:3 MAX.SLO PE1:12 M AX.SLOPE
1:3 MAX.LEN G TH P ER P LA N
1'-6"
1'-6"
RAMP WIDTH PER PLAN
EXPANSION JOINT
VERTICAL SIDEWALK
FACE 7"4"4000 PSI P.C. CONCRETE PAVEMENT,
PAVEMENT MUST HAVE A SOLAR
REFLECTANCE INDEX (SRI)
OR 29 OR HIGHER
SUBGRADE-SCARIFIED AND
COMPACTED PER GEOTECHNICAL
REPORT RECOMMENDATIONS
BASE COURSE
TYPE 5
8'8'
SEE
STRIPE
PLANSEE PLAN412"
NOTES:
1. 1. ALL ACCESSIBLE STALL
PAVEMENT MARKINGS SHALL
BE 4" WIDE YELLOW STRIPES.
2. 2. ACCESSIBLE AISLE SHALL BE
8' WIDE FOR VANS.
3. 3. ACCESSIBLE PARKING AREA
SURFACE SHALL NOT EXCEED
2% SLOPE IN ANY DIRECTION.
4. 4. A SIGN MUST MARK
ACCESSIBLE PARKING. THE
SYMBOL ON THE PAVEMENT IS
NOT ADEQUATE.412"SIDEWALK
BOLLARD-MOUNTED
HANDICAP SIGN
4" WHITE BORDER
SOLID BLUE
BACKGROUND
3 WHITE PAINT
PROPOSED ADA
VAN ACCESSIBLE
STALL SYMBOL
12'12'16'
40'20'SINGLE SOLID WHITE LINE
DOUBLE SOLID YELLOW LINE
WHITE ARROWS & TEXT
12" WHITE STOP BAR
NOTES:
1. SAW CUT, SOFT CUT OR HAND TOOL
ALL EXPANSION JOINTS AS SHOWN.
2. NOTE: SEALANT SHALL BE USED AT
ALL JOINTS
24'STARTING GATE
CANOPY
CONFIGURATION
4.16'
INNOPLAST
BOLLARD (TYP.)
CANOPY
COLUMN WRAP
"ZIP STRIP" FOAM
EXPANSION MATERIAL
OR APPROVED EQUAL
FUEL DISPENSER
CANOPY
COLUMN WRAP
"ZIP STRIP" FOAM
EXPANSION MATERIAL
OR APPROVED EQUAL
10" X 10"
CANOPY
COLUMN
10" X 10"
CANOPY
COLUMN
CONCRETE JOINT RUNS
ALONG OUTSIDE EDGE
OF BOLLARDS 49'15'17'17'4.16'
STACKED
CANOPY
CONFIGURATION
CONCRETE JOINT RUNS
ALONG OUTSIDE EDGE
OF BOLLARDS
INNOPLAST
BOLLARD (TYP.)
CANOPY
COLUMN WRAP
FUEL
DISPENSER
"ZIP STRIP" FOAM
EXPANSION MATERIAL
OR APPROVED EQUAL
10" X 10"
CANOPY
COLUMN
RADIUS VARIES
30' RADIUS TYP.
40' TYP.
30' MIN.
PROPOSED APPROACHENTRANCE THROAT DEPTHCURB
RADIUS VARIES
30' RADIUS TYP.
40' TYP.
30' MIN.
EXTEND 1' BEYOND
CURB RETURN
R2'
3' (UNLESS OTHERWISE
NOTED ON PLANS)
45 DEGREE
RUNNING BOND
PATTERN
R2'PROPOSED APPROACH ENTRANCE THROAT DEPTHCURB
STAMPED CONCRETE
(SEE DETAIL L - SHEET CD3.3)
EDGE OF ROLLOVER
TO BE FLUSH WITH
EDGES OF SIDEWALK 3"8.5"ASPHALT
SUBGRADE-SCARIFIED AND
COMPACTED PER GEOTECHNICAL
REPORT RECOMMENDATIONS
BASE COURSE
TYPE 5
DRIVEWAY ENTRANCE
NOT TO SCALEO
DRIVEWAY ENTRANCE MARKINGS
NOT TO SCALEP
CONCRETE JOINTS AT CANOPY COLUMNS
NOT TO SCALER
THICKENED CONCRETE PAVEMENT EDGE
NOT TO SCALEA
SIDEWALK DETAIL
NOT TO SCALEJ
6" CURB / SIDEWALK TURNDOWN DETAIL
NOT TO SCALEB
6" INTEGRAL CONCRETE CURB DETAIL
NOT TO SCALEC
ADA CURB RAMP DETAIL, TYPE 1
NOT TO SCALEI
ADA CURB RAMP DETAIL, TYPE 2
NOT TO SCALEG
ADA PARALLEL CURB RAMP DETAIL
NOT TO SCALEH
STANDARD DUTY CONCRETE PAVEMENT SECTION
NOT TO SCALED
HEAVY DUTY CONCRETE PAVEMENT SECTION
NOT TO SCALEE
ACCESSIBLE FRONT PARKING STALL
NOT TO SCALEK
BUILDING FRONT SIDEWALK & PARKING STALL
NOT TO SCALEL
BUILDING SIDE SIDEWALK & PARKING STALL
NOT TO SCALEM
CONCRETE JOINTS
NOT TO SCALEN
DRIVEWAY ENTRANCE ROLLOVER
NOT TO SCALEQ 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDPAVEMENT DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD3.2
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:40:19 PM to pdf-xchange.pc3 by Jon B.ASPHALT PAVEMENT SECTION
NOT TO SCALEF
ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
3
13"12"16"3"6"MIN.SLOPE
-1.50%6"MIN.PROPOSED
SUBGRADE
CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
12" ASTM D448 #57 STONE
OR APPROVED ALTERNATIVE
NOTE:
SEE ARCHITECTURE
PLANS FOR BUILDING
SIDEWALK CONTINUATION
SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)
SHIFT DOWELS ACCORDINGLY
TO AVOID BOLLARDS
SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)
INTEGRAL-COLORED CONCRETE
(SEE DETAIL H - SHEET CD3.3)
CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
NOTE:
SEE PLANS FOR PAVEMENT
SECTION DETAILS
"ZIP STRIP" FOAM EXPANSION
MATERIAL OR APPROVED EQUAL
SEALANTVARIESSIDEWALK SAWCUT JOINTS
(SEE ARCH DRAWINGS)
KUM & GO
PARKING STALL
CONSTRUCTION
JOINTS
APPLY SCOFIELD LITHOSEAL
TRAFFICALK-3G JOINT SEALANT.
MATCH COLOR TO CHROMIX
ADMIXTURE C-34 (DARK GRAY).2'-8"CONCRETE DESCRIPTION:
INTEGRAL CONCRETE COLORING SYSTEM
USING CHROMIX ADMIXTURE FOR
COLOR-CONDITIONED CONCRETE
APPLY COLOR C-34 (DARK GRAY) TO
CONCRETE MIX
APPLY CLEAR LITHOTEX LIQUID RELEASE
AGENT PRIOR TO STAMPING CONCRETE PER
SCOFIELD TECH-DATA BULLETIN 3611.06
CONTACT:
SCOFIELD COMPANY
1-800-800-9900
www.scofield.com
INTEGRAL-COLORED
CONCRETE
CONCRETE JOINTS
(SEE DETAIL I - SHEET CD3.3)
SLOPE
-1.50%
3
13"12"16"3"6"MIN.6"MIN.CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
NOTE:
SEE ARCHITECTURE
PLANS FOR BUILDING
SIDEWALK CONTINUATION
12" ASTM D448 #57 STONE
OR APPROVED ALTERNATIVE
PROPOSED
SUBGRADE
INTEGRAL-COLORED CONCRETE
(SEE DETAIL H - SHEET CD3.3)
CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
NOTE:
SEE PLANS FOR PAVEMENT
SECTION DETAILS2"4"SLOPE
-1.50%6"MIN.6"MIN.3"SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)
"ZIP STRIP" FOAM EXPANSION
MATERIAL OR APPROVED EQUAL
PROPOSED
SUBGRADE
NOTE:
SEE PLANS FOR PAVEMENT
SECTION DETAILS
INTEGRAL-COLORED CONCRETE
(SEE DETAIL H - SHEET CD3.3)
CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
SEALANT
SHIFT DOWELS ACCORDINGLY
TO AVOID BOLLARDS
4" PCC SIDEWALK
SLOPE
-1.50%2"SLOPE
-1.50%6"MIN.6"MIN.3"CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS INTEGRAL-COLORED CONCRETE
(SEE DETAIL H - SHEET CD3.3)CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
NOTE:
SEE PLANS FOR PAVEMENT
SECTION DETAILS
PROPOSED
SUBGRADE4"4" PCC SIDEWALK
SLOPE
-1.50%2"4"SLOPE
-1.50%
CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
4" PCC SIDEWALK
6"MIN.PROPOSED
SUBGRADE
NOTE:
SEE PLANS FOR PAVEMENT
SECTION DETAILS
12" ASTM D448 #57 STONE
OR APPROVED ALTERNATIVE
PROPOSED
SUBGRADE
NOTE:
SEE PLANS FOR PAVEMEN
SECTION DETAILS
SLOPE
-1.50%6"MIN.2"4"4" PCC SIDEWALK
SHIFT DOWELS ACCORDINGLY
TO AVOID BOLLARDS
SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)
"ZIP STRIP" FOAM
EXPANSION MATERIAL
OR APPROVED EQUAL
SEE BOLLARD DETAILS
(DETAIL C - SHEET CD3.1)
CONSTRUCTION JOINT WITH
24" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
SEALANT
12" ASTM D448 #57 STONE
OR APPROVED ALTERNATIVE
SLOPE
-1.50%4"12" ASTM D448 #57 STONE
OR APPROVED ALTERNATIVE
4" PCC SIDEWALK LANDSCAPE
R1"
PROPOSED
SUBGRADE
DEPTH TO MATCH
THAT OF ADJACENT
CONCRETE SECTION
4" MIN ASTM D448 #57 STONE
OR APPROVED ALTERNATIVE
STAMPED
CONCRETE
3' UNLESS NOTED OTHERWISE 3"11"6"6"CONSTRUCTION JOINT WITH
12" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
4"
R4"
JOINT SEALING MATERIAL
R9"
SLOPE GUTTER TO
MATCH SLOPE OF
ADJACENT PAVEMENT
PROPOSED
SUBGRADE
REF. PAVEMENT DETAILS
FOR THICKNESS
STAMPED CONCRETE CONSTRUCTION JOINTS
NOT TO SCALEI BUILDING SIDEWALK AT BOLLARD DETAIL
NOT TO SCALEA
BUILDING SIDEWALK TO PAVEMENT DETAIL
NOT TO SCALEB
SITE SIDEWALK AT BOLLARD DETAIL
NOT TO SCALEC
SITE SIDEWALK TO PAVEMENT DETAIL
NOT TO SCALED
SITE SIDEWALK AT BOLLARD - NO STAMPED CONCRETE
NOT TO SCALEE
SITE SIDEWALK TO PAVEMENT - NO STAMPED CONCRETE
NOT TO SCALEF
STAMPED CONCRETE DETAIL
NOT TO SCALEH
FIRELANE STRIPING
NOT TO SCALEK
CROSSWALK
NOT TO SCALEJ
BUILDING SIDEWALK TO LANDSCAPE
NOT TO SCALEG
ROLLOVER CONCRETE CURB DETAIL
NOT TO SCALEL 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDPAVEMENT DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD3.3
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:40:44 PM to pdf-xchange.pc3 by Jon B.SIDEWALK / WALK PATHSIDEWALK / WALK PATH
CROSSWALK WITH TO MATCH THE ADJACENT SIDEWALK OR
PATH WIDTH BUT NOT LESS THAT 6' (FEET) MEASURED
BETWEEN LINES
12" REFLECTIVE TRAFFIC PAINT
(OR PER LOCAL CODES)
12" REFLECTIVE TRAFFIC PAINT
(OR PER LOCAL CODES)
EDGE OF DRIVE
EDGE OF DRIVE
OPTIONAL 24" REFLECTIVE
TRAFFIC PAINT SPACED EVERY
2' O.C. (OR PER LOCAL CODES)
24"12"
FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH
WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING
SHALL BE PLACED ON FACE OF CURB WHENEVER POSSIBLE,
OR AS SPECIFIED BY LOCAL CODES.
W R WR
20'30'30' MIN.
30'20'30' MIN.
30'10'30' MIN.
W = WIDTH (FEET) OF FIRELANE
R = RADIUS NECESSARY TO
ACCOMODATE FIRE VEHICLES
WR = TURNING RADIUS PAVEMENT
WIDTH WWRW
25'6"ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
GASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
GAS
GAS
UGE U G E
8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSY12"W12"W12"W12"W12"W12"W1 2 "W 12"W 12"W8"W
8"W
8"W
8"W
8"W
8"W
FOFOFOFOFOFOFOFO
FO
FO FORemaining Lot 1
25,929 Square Feet
0.60 Acres
3 1 0
3 0 5
3 0 0
295
290
290
295
300
3
0
5
305
300
290
Chenoneau Blvd.100' Public R/WCantrell Road(Arkansas Hwy 10)
Public R/W Varies
Parcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
295
2 9 5
300
305
310
Existing Shared
D evelopment
Sign
Existing Shared
D evelopment
Sign
Benchmark № 1
Point of Beginning 2620K UNLEADED12K DIESEL512K PREMIUMFV412K E-85FVFVFVD
D
2 " WT R 2" WTR2" WTR2" WTRUGEUGEUGE UGE UGE UGE UGE UGE UGE U G E UGEUGEUGTUGTUGTUGTUGTUGTPROPOSED
KUM & GO STORE
BISTRO-RP-2021V1
3,968 SF
F.F.E.=308.443.76%2 .3 6 %
1.99%2.00%
1 .7 4 %
4.29%
4.79%5.28%
3 .6 1 %
3 .0 4 %3.86%4 .2 5 %1.55%1 .4 1 %
2.5:12.5:12.5:12.5:12.5:12.5:1
1.62%4.34%2 .3 6 %
1.75%5.44%3.0:1 2.50%3.33%2.00%1.86%
g 307.28 g 306.56
305
300
295
292
307
305
300
295
305300295292309308305 5.62%
g 307.63 g 307.11 g 307.26
307.91
tc 308.53
ep 308.65
tg 308.44
bg 299.00
tg 308.39
bg ???tc 308.19
bg 299.30
bg 301.60
bg 302.00
tg 307.23
bg 302.86
tg 303.22
tg 308.12
bg 297.34
tg 291.34bg ???
ep 308.44
ep 308.44
g 307.61
g 307.85
g 308.22
ep 308.20
ep 308.10
g 308.12
g 308.11
g 308.01
g 308.10
g 308.19
g 307.83
ep 308.37
g 307.65
g 308.28
g 308.39
g 308.40
g 308.43
fl 307.54
fl 307.45
g 308.26
g 308.23
307.50 305.66
g 307.15 g 306.51
g 306.45g 307.23
g 306.48g 307.31
ep 307.71 ep 307.04
g 306.92
g 306.25
g 305.59
g 304.30
g 304.33
g 304.28
g 304.30 g 304.25
g 303.59fl 305.62
g 308.26
g 307.92
g 307.80
g 307.77
g 307.99
307.64 307.48 307.29
307.09
ep 307.10
ep 306.78
ep 306.75
ep 307.13
ep 307.08
ep 307.06
ep 306.95
ep 305.81
ep 305.86
ep 306.10
ep 306.13
ep 306.41
ep 306.45ep 306.99
ep 306.52
ep 306.56
ep 306.65
ep 306.68
ep 306.21
ep 306.24
ep 306.91
ep 306.85
ep 306.06
ep 306.06
hp 308.18 hp 307.67 hp 307.67 hp 307.45
hp 306.81
hp 306.39
hp 306.15
hp 304.84
hp 304.85
307.91 g 307.77
g 307.85
hp 307.81
g 307.11
g 305.83
1.83%
2 .9 0 %
1.76%1.53%308308308
3
0
7
3063053
0
7
305300
295
290
3 0 8
308
307307307RPZRPZ±162 LF SEGMENTAL
RETAINING WALL
(REF. TO PLANS BY OTHERS)
ep 306.58
ep 306.61
g 291.82
g 296.26
D
D
3.14%
2.00%
1.83%
ep 308.31
ep 308.31 307.95
307.91
306.98 305.89
307.30 306.44
g 308.30
g 308.34
ep 308.49
tg 308.35 ep 308.44 ep 308.43ep 308.43
tg 308.35
ep 308.44
ep 308.44ep 308.44
ep 308.44
ep 308.34
ep 308.23
ep 307.71
ep 308.47 ep 308.44ep 308.66
ep 308.33
ep 307.81
ep 307.40
ep 307.49
ep 308.46
g 308.31
g 308.34
ep 308.31
ep 308.44
ep 308.44
ep 308.30
ep 308.44
ep 308.44
ep 308.44
ep 308.31
ep 305.85
ep 306.44
ep 306.34
ep 306.41
306.08
306.35
g 306.20
g 305.88
307.93
307.92
307.17
307.12ep 308.44
tc 308.22tc 308.33
g 306.02
g 306.06
HAULING OF FILL MATERIAL ON OR OFF PROJECT SITES OVER
MUNICIPAL STREETS REQUIRE APPROVAL PRIOR TO A GRADING
PERMIT BEING ISSUED. CONTACT PUBLIC WORKS TRAFFIC
ENGINEERING AT 621 S. BROADWAY 501-379-1805 WITH ANY
QUESTIONS OR FOR MORE INFORMATION.
DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING
OPERATIONS OR OPERATIONS OF CONSTRUCTION RELATED
EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED
BY THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY.
1.87%
0
N
S
EW
NW NE
SW SE
GRAPHIC SCALE IN FEET | 1in = 20ft
20 40 60102010
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDGRADING PLAN07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
C5.0
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 design_001.dwg - Plotted on 7/10/2021 9:12:38 PM to pdf-xchange.pc3 by Jon B.DOMESTIC WATER QUALITY UNITS
GRAINS OF HARDNESS:79 mg/l
TOTAL DISSOLVED SOLIDS: 116 mg/l ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLERGENERAL NOTES
1. SITE GRADING SHALL NOT PROCEED UNTIL APPROPRIATE SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED.
2. CONTRACTOR SHALL IMPLEMENT THE SWPPP AND CONSTRUCT ALL EROSION AND SEDIMENTATION CONTROL
PRACTICES IN ACCORDANCE WITH THE EROSION CONTROL PLANS AND CONSTRUCTION SCHEDULE. CONTRACTOR
SHALL KEEP THESE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION.
3. AREAS DESIGNATED AS PERMANENT (POST-CONSTRUCTION) INFILTRATION BMPS SHALL NOT BE COMPACTED
DURING SITE GRADING OPERATION.
4. AFTER PERMITS HAVE BEEN OBTAINED & SEDIMENT CONTROL MEASURES INSTALLED, THE CONTRACTOR SHALL
GRADE BUILDING PAD & APRONS TO 0" - 1/2" OF SUBGRADE
5. CLEAR AND GRUB AREAS TO BE FILLED, REMOVE TREES, VEGETATION, ROOTS, OR OTHER DEBRIS, AND OTHER
MATERIALS THAT WOULD AFFECT THE STABILITY OF THE FILL.
6. ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER
MATERIALS INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS.
7. DO NOT INCORPORATE FROZEN MATERIAL OR SOFT, MUCK, OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL
SLOPES.
8. KEEP DIVERSIONS AND OTHER WATER CONVEYANCE MEASURES FREE OF SEDIMENT DURING ALL PHASES OF
DEVELOPMENT.
9. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION, EXCEPT THOSE OCCUPIED BY BUILDINGS, STRUCTURES, OR
PAVING SHALL BE GRADED SMOOTH AND 4" (INCHES) OF TOPSOIL APPLIED. (REFER TO THE EROSION AND
SEDIMENTATION CONTROL DETAIL SHEET(S) FOR TOPSOIL AND SEEDING SPECIFICATIONS).
10. PERMANENTLY STABILIZE ALL GRADED AREAS AFTER FINAL GRADING IS COMPLETED ON EACH AREA OF THE
GRADING PLAN. APPLY TEMPORARY STABILIZATION MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE
INTERRUPTED OR DELAYED (REFER TO THE EROSION AND SEDIMENTATION CONTROL DETAIL SHEET(S) FOR
TOPSOIL AND SEEDING SPECIFICATIONS).
11. REFER TO GEOTECHNICAL REPORT FOR GENERAL DESCRIPTION OF SOIL STRATA AND INFORMATION ON EXISTING
ROCK.
GRADING
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND EXISTING
FIELD CONDITIONS WHEN POSSIBLE. THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES BY HAND DIGGING TEST PITS AT ALL UTILITY CROSSINGS IN ADVANCE OF TRENCHING
WITH ANY MECHANICAL DEVICE. CLEARANCES LESS THAN SPECIFIED ON THESE PLANS OR 18" (INCHES),
WHICHEVER IS LESS, CONTRACTOR SHALL CONTACT OZARK CIVIL ENGINEERING, INC. @ 479.464.8850 PRIOR TO
ANY FURTHER CONSTRUCTION.
2. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, & ETC., WITHIN
CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL BE SUBJECT TO
LOCAL ORDINANCES. (REFER TO DEMOLITION PLAN)
3. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OR REMOVAL OF EXISTING UNDERGROUND UTILITIES
SHOWN OR NOT SHOWN AT NO ADDITIONAL COST TO THE OWNER.
4. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES ON ADJUSTING EXISTING UTILITY LINE(S) AS
REQUIRED BY CUT AND FILL AT NO ADDITIONAL COST TO THE OWNER.
5. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN
RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE
ALL UTILITIES PRIOR TO GRADING START.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND USE OF ANY AND ALL REQUIRED OR NECESSARY
SHORING, SHEETING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED ON THIS PROJECT THAT WILL
MEET OR EXCEED OSHA, FEDERAL, STATE AND LOCAL REGULATIONS DURING CONSTRUCTION. OZARK CIVIL
ENGINEERING, INC. AND THE DEVELOPER AND/OR OWNER ACCEPTS NO RESPONSIBILITY FOR THE CONTRACTORS
FAILURE TO COMPLY WITH THESE REGULATIONS.
7. ALL WORK DONE WITHIN A PUBLIC RIGHT OF WAY OR OTHERWISE NOTED ON THE THESE PLANS SHALL BE
CONSTRUCTED TO THE GOVERNING AGENCY'S SPECIFICATIONS. IF ANY WORK DONE IS NOT PROTOTYPICAL OR
CONSTRUCTION CANNOT BE ACHIEVED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OZARK CIVIL
ENGINEERING, INC. FOR REVIEW AND APPROVAL
RETAINING WALLS
1. ALL RETAINING WALL(S) SHALL BE CONSTRUCTED TO EXTEND A MINIMUM OF 6" (INCHES) ABOVE THE TOP OF
FINISHED GRADE. UNLESS OTHERWISE SPECIFIED ON THE PLANS ALL RETAINING WALL(S) SHALL BE A DESIGN
BUILD. WHEN WALL(S) ARE SPECIFIED OR PLANS ARE INCLUDED IN THE SET THE CONTRACTOR SHALL REFER TO
THE RETAINING WALL PLAN(S) FOR CONSTRUCTION AND DESIGN SPECIFICATIONS. CONTRACTOR SHALL NOTIFY
OZARK CIVIL ENGINEERING, INC. IF RETAINING WALL PLANS DIFFER FROM THIS.
PROPOSED FEATURES REFER TO SURVEY FOR EXISTING FEATURES
STORM SEWER "PIPE" |REFER TO DRAINAGE PLAN FOR TYPE
GRADE BREAKLINE
SWALE CENTER / FLOW LINE
x 0000.00
SPOT ELEVATIONS
GENERAL SPOTS
tc = TOP OF CURB g = GUTTER OF CURB
ep = EDGE OF PAVEMENT ts = TOP OF STRUCTURE
hp = HIGH POINT ELEVATION lp = LOW POINT ELEVATION
fl = FLOW LINE ELEVATION ffe = FINISHED FLOOR ELEV
toe = TOE OF SLOPE
RETAINING WALL SPOTS (VERFIY WITH RETAINING WALL PLANS)
tg = TOP OF GRADE @ WALL bg = BOTTOM OF GRADE @ WALL
tw = TOP OF WALL bw = BOTTOM OF WALL
SPOT TYPE
DESIGNATOR
POINT OF SPOT
ELEVATION
SPOT ELEV.
PROPERTY LINE
SUBDIVISION / OUTPARCEL PROPERTY LINE
EDGE OF ASPHALT
EDGE OF GRAVEL
CONCRETE CURB AND GUTTER |REFER TO SITE PLAN FOR TYPE AND SIZE
FENCING |REFER TO SITE PLAN FOR TYPE AND SIZE
UTILITY STRUCTURES | REFER TO UTILITY PLAN FOR TYPE
SITE LIGHTING | REFER TO ELECTRICAL PLAN FOR TYPE, SIZE & DETAILS
SEWER LINES |REFER TO UTILITY PLAN FOR TYPE AND SIZE
XX" WTR WATERLINES |REFER TO UTILITY PLAN FOR TYPE AND SIZE
UGE UNDERGROUND ELECTRIC SERVICE
OHE OVERHEAD ELECTRIC SERVICE
UGT UNDERGROUND TELEPHONE SERVICE
OHT OVERHEAD TELEPHONE SERVICE
FO FIBER OPTIC CABLE SERVICE
GAS SERVICE
RIP RAP |REFER TO EROSION CONTROL PLANS FOR TYPE AND SIZE
GENERAL FEATURES
GRADING FEATURES
DRAINAGE STRUCTURES | REFER TO DRAINAGE PLAN FOR TYPE
XX LF TYPE @ XX%
NATIVE, DROUGHT TOLERANT, SEEDED TURF AREA.
NATIVE, DROUGHT TOLERANT, SODDED TURF AREA.
AREAS TO BE MULCHED
(REFER TO LANDSCAPE PLAN FOR TYPE & SPECIFICATIONS)
STABILIZED SLOPES
(REFER TO THE GEOTECHNICAL REPORT FOR SPECS.)
LEASED AREA LINE
LEGAL DESCRIPTION
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 14,
TOWNSHIP 2 NORTH, RANGE 14 WEST IN THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1; THENCE ALONG THE WEST LINE OF
SAID LOT 1 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1004.93 FEET, AN ARC
LENGTH OF 52.78 FEET, A CHORD BEARING OF NORTH 3° 37' 35” EAST AND A CHORD
DISTANCE OF 52.77 FEET; THENCE CONTINUING ALONG THE WEST LINE SAID LOT 1 NORTH
2° 07' 15” EAST, 29.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 NORTH 2° 07' 15” EAST, 65.04 FEET; THENCE CONTINUING
ALONG THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING
A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 187.71 FEET, A CHORD BEARING OF NORTH
3° 08' 42” EAST AND A CHORD DISTANCE OF 187.37 FEET; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.97 FEET, A CHORD BEARING OF NORTH 60°
57' 03” EAST AND A CHORD DISTANCE OF 36.54 FEET; THENCE SOUTH 72° 06' 07” EAST,
43.01 FEET; THENCE ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 78° 06' 03” EAST,
143.46 FEET; THENCE CONTINUING ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 72° 21'
03” EAST, 51.83 FEET; THENCE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 02° 58' 36”
WEST, 125.78 FEET; THENCE LEAVING THE EAST LINE OF SAID LOT 1 SOUTH 19° 57' 33”
WEST, 88.78 FEET; THENCE NORTH 89° 01' 45” WEST, 212.32 FEET; THENCE SOUTH 02° 07'
15” WEST, 5.00 FEET; THENCE NORTH 89° 01' 45” WEST, 42.01 FEET TO THE POINT OF
BEGINNING.
CONTAINS 65,739 SQUARE FEET OR 1.51 ACRES OF LAND, MORE OR LESS.
BENCHMARKS
BASIS OF BEARINGS:
ARKANSAS STATE PLANE COORDINATES (NORTH ZONE),
NAD 83 (2011).
BENCHMARK NO. 1: SQUARE CUT IN THE TOP OF CURB 134.33' NORTH AND 5.39' WEST OF
SE CORNER OF LOT 1.
ELEVATION 302.53 (NAVD 88)
FLOOD NOTE:
BY GRAPHIC SCALING ONLY THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X" AS
DETERMINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP, MAP NO. 05119C0312G EFFECTIVE DATE: JULY 06, 2015.
GASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
GAS
GAS
UGE U G E
8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSY12"W12"W12"W12"W12"W12"W1 2 "W 12"W 12"W8"W
8"W
8"W
8"W
8"W
8"W
FOFOFOFOFOFOFOFO
FO
FO FORemaining Lot 1
25,929 Square Feet
0.60 Acres
24" R CP
24" RCP
30" CPP
15" CPP18" RCP
15" CPP30" C PP
18" CPP3 1 0
3 0 5
3 0 0
295
290
290
295
300
3
0
5
305
300
290
Chenoneau Blvd.100' Public R/WCantrell Road(Arkansas Hwy 10)
Public R/W Varies
Area inlet
Top: 286.9
FL: 283.5
Area inlet
T op: 285.4
FL: 282.6
Curb inlet
Top: 290.5
FL : 286.7(W)
FL: 286.6 (E)
A rea inlet
Top: 299.7
FL: 293.9
Curb inlet
Top: 286.7
FL: 282.9
Curb inlet
T op: 303.8
FL: 299.8
Area inlet
Top: 307.0
FL: 299.7
Curb inlet
Top: 305.0
FL: 298.5
Area inlet
Top: 308.0
FL: 304.0
24" RCP
8"
CPPParcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
295
2 9 5
300
305
310
E xisting Shared
D evelopment
Sign
Existing Shared
D evelopment
Sign
Curb inlet
Top: 291.0
FL : 288.3(S)
FL: 287.2 (E)
Benchmark № 1
Point of Beginning 2620K UNLEADED12K DIESEL512K PREMIUMFV412K E-85FVFVFVD
D
2 " WT R 2" WTR2" WTR2" WTRUGEUGEUGE UGE UGE UGE UGE UGE UGE U G E UGEUGEUGTUGTUGTUGTUGTUGTPROPOSED
KUM & GO STORE
BISTRO-RP-2021V1
3,968 SF
F.F.E.=308.44
305
300
295
292
307
305
300
295
305300295292309308305 308308308
3
0
7
3063053
0
7305300
295
290
3 0 8
308
307307307RPZRPZ±162 LF SEGMENTAL
RETAINING WALL
(REF. TO PLANS BY OTHERS)
D
D
STRUCT: C-1
48" CURB INLET
4' CURB OPENING
TOP / RIM: 307.61
SW IE. IN: 300.28 | 10" HDPE
N IE. OUT: 299.86 | 15" PIPE17 LF 15"PIPE @10.00%STRUCT: A-3
48" CURB INLET
4' CURB OPENING
TOP / RIM: 306.31
S IE. IN: 298.98 | 15" PIPE
NE IE. OUT: 298.98 | 15" PIPE
STRUCT: A-4
48" CURB INLET
4' CURB OPENING
TOP / RIM: 305.57
S IE. IN: 299.54 | 15" PIPE
W IE. IN: 299.54 | 15" PIPE
N IE. OUT: 299.54 | 15" PIPE
STRUCT: A-5
4'X6' DROP INLET
NEENAH R-4852 TYPE C
TOP / RIM: 304.23
N IE. OUT: 300.04 | 15" PIPE
STRUCT: B-1
48" DRAINAGE MANHOLE
TOP / RIM: 306.60
W IE. IN: 300.68 | 15" PIPE
N IE. IN: 303.50 | 10" HDPE
S IE. IN: 303.50 | 10" HDPE
E IE. OUT: 300.68 | 15" PIPESTRUCT: B-2
48" DRAINAGE MANHOLE
TOP / RIM: 308.04
W IE. IN: 302.78 | 6" HDPE
S IE. IN: 301.78 | 18" PIPE
E IE. OUT: 302.03 | 15" PIPE
STRUCT: B-3
48" CURB INLET
4' CURB OPENING
TOP / RIM: 308.25
N IE. OUT: 302.56 | 18" PIPE 56 LF 15" PIPE @ 1.00%50 LF 15" PIPE @ 1.00%57 LF 15" PIPE @ 2.00%
6 8 L F 1 5 " P I P E @ 2 .0 0 %39 LF 18" PIPE @ 2.00%22 LF 15" PIPE @10.00%166 LF
30" CORR. HDPE
@ 0.54%
166 LF
30" CORR. HDPE
@ 0.54%
153 LF
10" HDPE
@ 1.00% MIN.
STRUCT: A-2 CONTRACTOR SHALL
REMOVE EXISTING AREA INLET &
INSTALL NEW 12'X4' J-BOX
TOP / RIM: 301.12
SW IE. IN: 296.78 | 18" PIPE
W IE. OUT: 290.10 | 30" C. HDPE
W IE. OUT: 290.10 | 30" C. HDPE
W IE. OUT: 290.10 | 30" EXIST. CPP
STRUCT: A-1 CONTRACTOR SHALL
REMOVE EXISTING AREA INLET &
INSTALL NEW 12'X4' J-BOX
TOP / RIM: 300.66
SW IE. IN: 301.05 | 18" PIPE
E IE. IN: 289.20 | 30" C. HDPE
E IE. IN: 289.20 | 30" C. HDPE
E IE. IN: 289.20 | 30" EXIST. CPP
NW IE. OUT: 289.20 | 8" EXIST. CPP
6" HDPE
4" HDPE
4" HDPE
4" HDPE4" HDPE
4" HDPE4" HDPE
CONTRACTOR SHALL
MAINTAIN A MIN. OF 18"
VERTICAL SEPARATION
BETWEEN THE PROPOSED
STORM SEWER AND CANOPY
FUEL AND ELECTRICAL LINES
(SEE FUEL SYSTEM DRAWINGS)
CONTRACTOR SHALL
REMOVE INLET TOP
AND INSTALL NEW TOP
TO MATCH PROPOSED
CURB LINE AND GRADES
TOP / RIM: 304.78
CONTRACTOR SHALL
ADJUST AREA INLET TOP TO
MATCH PROPOSED GRADES
TOP / RIM: 307.80
19 LF
10" HDPE
@ 1.00% MIN.
52 LF
10" HDPE
@ 1.00% MIN.
0
N
S
EW
NW NE
SW SE
GRAPHIC SCALE IN FEET | 1in = 20ft
20 40 60102010
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDDRAINAGE PLAN07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
C5.1
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 design_001.dwg - Plotted on 7/10/2021 9:05:59 PM to pdf-xchange.pc3 by Jon B.DOMESTIC WATER QUALITY UNITS
GRAINS OF HARDNESS:79 mg/l
TOTAL DISSOLVED SOLIDS: 116 mg/l ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLERGENERAL NOTES
DRAINAGE
1. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES AND END OF FLARED END SECTIONS.
2. STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL A - SHEET C5.3 OR THE GOVERNING AGENCY'S
SPECIFICATIONS (REFER TO DETAIL SHEETS)
3. ALL PVC TO REINFORCED CONCRETE PIPE CONNECTIONS SHALL USE RAM-NEK OR OTHER APPROVED EQUAL.
AFTER ASSEMBLY, THE REMAINING SPACE SHALL BE GROUTED WITH DENSE CEMENT MORTAR, INSIDE AND
OUTSIDE.
7. FRENCH DRAINS SHALL BE INSTALLED IF DIRECTED BY THE GEOTECHNICAL ENGINEER OR AS SHOWN ON PLANS
PER DETAIL G - SHEET C5.3 OR THE GOVERNING AGENCY'S SPECIFICATIONS (REFER TO DETAIL SHEETS)
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND EXISTING
FIELD CONDITIONS WHEN POSSIBLE. THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES BY HAND DIGGING TEST PITS AT ALL UTILITY CROSSINGS IN ADVANCE OF TRENCHING
WITH ANY MECHANICAL DEVICE. CLEARANCES LESS THAN SPECIFIED ON THESE PLANS OR 18" (INCHES),
WHICHEVER IS LESS, CONTRACTOR SHALL CONTACT OZARK CIVIL ENGINEERING, INC. @ 479.464.8850 PRIOR TO
ANY FURTHER CONSTRUCTION.
2. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, & ETC., WITHIN
CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL BE SUBJECT TO
LOCAL ORDINANCES. (REFER TO DEMOLITION PLAN)
3. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OR REMOVAL OF EXISTING UNDERGROUND UTILITIES
SHOWN OR NOT SHOWN AT NO ADDITIONAL COST TO THE OWNER.
4. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES ON ADJUSTING EXISTING UTILITY LINE(S) AS
REQUIRED BY CUT AND FILL AT NO ADDITIONAL COST TO THE OWNER.
5. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN
RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE
ALL UTILITIES PRIOR TO GRADING START.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND USE OF ANY AND ALL REQUIRED OR NECESSARY
SHORING, SHEETING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED ON THIS PROJECT THAT WILL
MEET OR EXCEED OSHA, FEDERAL, STATE AND LOCAL REGULATIONS DURING CONSTRUCTION. OZARK CIVIL
ENGINEERING, INC. AND THE DEVELOPER AND/OR OWNER ACCEPTS NO RESPONSIBILITY FOR THE CONTRACTORS
FAILURE TO COMPLY WITH THESE REGULATIONS.
7. ALL WORK DONE WITHIN A PUBLIC RIGHT OF WAY OR OTHERWISE NOTED ON THE THESE PLANS SHALL BE
CONSTRUCTED TO THE GOVERNING AGENCY'S SPECIFICATIONS. IF ANY WORK DONE IS NOT PROTOTYPICAL OR
CONSTRUCTION CANNOT BE ACHIEVED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OZARK CIVIL
ENGINEERING, INC. FOR REVIEW AND APPROVAL
RETAINING WALLS
1. ALL RETAINING WALL(S) SHALL BE CONSTRUCTED TO EXTEND A MINIMUM OF 6" (INCHES) ABOVE THE TOP OF
FINISHED GRADE. UNLESS OTHERWISE SPECIFIED ON THE PLANS ALL RETAINING WALL(S) SHALL BE A DESIGN
BUILD. WHEN WALL(S) ARE SPECIFIED OR PLANS ARE INCLUDED IN THE SET THE CONTRACTOR SHALL REFER TO
THE RETAINING WALL PLAN(S) FOR CONSTRUCTION AND DESIGN SPECIFICATIONS. CONTRACTOR SHALL NOTIFY
OZARK CIVIL ENGINEERING, INC. IF RETAINING WALL PLANS DIFFER FROM THIS.
PROPOSED FEATURES REFER TO SURVEY FOR EXISTING FEATURES
PROPERTY LINE
SUBDIVISION / OUTPARCEL PROPERTY LINE
EDGE OF ASPHALT
EDGE OF GRAVEL
CONCRETE CURB AND GUTTER |REFER TO SITE PLAN FOR TYPE AND SIZE
FENCING |REFER TO SITE PLAN FOR TYPE AND SIZE
UTILITY STRUCTURES | REFER TO UTILITY PLAN FOR TYPE
SITE LIGHTING | REFER TO ELECTRICAL PLAN FOR TYPE, SIZE & DETAILS
SEWER LINES |REFER TO UTILITY PLAN FOR TYPE AND SIZE
XX" WTR WATERLINES |REFER TO UTILITY PLAN FOR TYPE AND SIZE
UGE UNDERGROUND ELECTRIC SERVICE
OHE OVERHEAD ELECTRIC SERVICE
UGT UNDERGROUND TELEPHONE SERVICE
OHT OVERHEAD TELEPHONE SERVICE
FO FIBER OPTIC CABLE SERVICE
GAS SERVICE
RIP RAP |REFER TO EROSION CONTROL PLANS FOR TYPE AND SIZE
ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY
TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY.
CONTRACTOR SHALL MATCH TOP OF PROPOSED DRAINAGE STRUCTURES WITH
PROPOSED GRADES. IF A DISCREPANCY OCCURS BETWEEN PROPOSED GRADES AND
PROPOSED STRUCTURE TOPS, THE GRADING SHALL GOVERN. IF THE DISCREPANCY
IS MORE THAN 4 INCHES THE CONTRACTOR SHALL CONTACT THE ENGINEER OF
RECORD.
GENERAL FEATURES
DRAINAGE FEATURES
STORM SEWER "PIPE" |REFER TO DRAINAGE PLAN FOR TYPE
WHERE THE WORD "PIPE" IS USED ON THESE PLANS, THE CONTRACTOR HAS THE
OPTION TO BID MATERIAL WITH MANNING'S ROUGHNESS COEFFICIENT OF 0.012 OR
LESS AND\OR THE GOVERNING AGENCY'S SPECIFICATIONS.
CIR.CURB INLET IN PAVEMENT
REC. CURB INLET IN PAVEMENT
DROP INLET
OUTFALL STRUCTURE
FLARED END SECTION (FES)
CIR. JUNCTION BOX (J-BOX)
STORM CLEAN OUT
CIR.CURB INLET BEHIND CURB
REC. CURB INLET BEHIND CURB
REC. J-BOX / AREA INLET /
UNDERGROUND DETENTION
OUTFALL STRUCT.
CIR. COMBINATION INLET
REC. COMBINATION INLET
XX LF TYPE @ XX%
FLAG NOTES |Items labeled by the following symbols are shown on this sheet.
NOTE
DESIGNATOR
FLAG NOTES |
1 6" HDPE BUILDING LATERAL, MIN. 1% SLOPE, INVERT ELEVATION
2.00' BFF (REF. TO DETAIL A - SHEET CD5.0)
2 4" HDPE CANOPY LATER, MIN. 2% SLOPE, INVERT ELEVATION
1.25' BELOW TOP OF PAVING (REF. TO DETAILS C & D - SHEET
CD5.0)
3 CLEAN OUT (REF. TO DETAIL B - SHEET CD5.0)
4 STORM WYE (REF. TO DETAIL E - SHEET CD5.0)
5A CIRCULAR CURB INLET (REF. TO DETAIL A - SHEET CD5.1)
5B RECTANGULAR CURB INLET (REF. TO DETAIL B - SHEET CD5.1)
7A DRAINAGE MANHOLE (REF. TO DETAIL A - SHEET CD5.2)
7B JUNCTION BOX (REF. TO DETAIL A - SHEET CD5.4)
8 DROP INLET (REF. TO DETAIL C - SHEET CD5.2)
6A CIRCULAR COMBO INLET (REF. TO DETAIL A - SHEET CD5.3)
6B RECTANGULAR CURB INLET (REF. TO DETAIL B - SHEET CD5.3)
9 AREA INLET(REF. TO DETAIL C - SHEET CD5.3)
LEGAL DESCRIPTION
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 14,
TOWNSHIP 2 NORTH, RANGE 14 WEST IN THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1; THENCE ALONG THE WEST LINE OF
SAID LOT 1 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1004.93 FEET, AN ARC
LENGTH OF 52.78 FEET, A CHORD BEARING OF NORTH 3° 37' 35” EAST AND A CHORD
DISTANCE OF 52.77 FEET; THENCE CONTINUING ALONG THE WEST LINE SAID LOT 1 NORTH
2° 07' 15” EAST, 29.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 NORTH 2° 07' 15” EAST, 65.04 FEET; THENCE CONTINUING
ALONG THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING
A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 187.71 FEET, A CHORD BEARING OF NORTH
3° 08' 42” EAST AND A CHORD DISTANCE OF 187.37 FEET; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.97 FEET, A CHORD BEARING OF NORTH 60°
57' 03” EAST AND A CHORD DISTANCE OF 36.54 FEET; THENCE SOUTH 72° 06' 07” EAST,
43.01 FEET; THENCE ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 78° 06' 03” EAST,
143.46 FEET; THENCE CONTINUING ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 72° 21'
03” EAST, 51.83 FEET; THENCE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 02° 58' 36”
WEST, 125.78 FEET; THENCE LEAVING THE EAST LINE OF SAID LOT 1 SOUTH 19° 57' 33”
WEST, 88.78 FEET; THENCE NORTH 89° 01' 45” WEST, 212.32 FEET; THENCE SOUTH 02° 07'
15” WEST, 5.00 FEET; THENCE NORTH 89° 01' 45” WEST, 42.01 FEET TO THE POINT OF
BEGINNING.
CONTAINS 65,739 SQUARE FEET OR 1.51 ACRES OF LAND, MORE OR LESS.
BENCHMARKS
BASIS OF BEARINGS:
ARKANSAS STATE PLANE COORDINATES (NORTH ZONE),
NAD 83 (2011).
BENCHMARK NO. 1: SQUARE CUT IN THE TOP OF CURB 134.33' NORTH AND 5.39' WEST OF
SE CORNER OF LOT 1.
ELEVATION 302.53 (NAVD 88)
FLOOD NOTE:
BY GRAPHIC SCALING ONLY THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X" AS
DETERMINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP, MAP NO. 05119C0312G EFFECTIVE DATE: JULY 06, 2015.
7C OUTFALL STRUCTURE INSERT (REF. TO DETAIL B - SHEET CD5.4)
NOTE: REFER TO CANOPY STRUCTURAL DRAWINGS
FOR FINAL DETAIL. TYPICAL CONNECTION IS SHOWN.1.'-1.25"TO FLOWLINE10"
TOP OF SLAB
CONNECT TO CANOPY DRAIN LINE
4"Ø DRAIN LINE (TYP.)
CANOPY COLUMN
4" MIN. PIPE @ 1% MIN.
FOOTING
BUILDING WALLREFER TO DRAINAGE
PLAN FOR PIPE SIZE
X" x 6" REDUCER/WYE
6" STORM SEWER PIPE
6" x 90° ELBOW
6" STORM SEWER PIPE
SIDEWALK
BOTTOM 12" OF EXPOSED
DOWNSPOUT SHALL BE
CLOSE-FACE
NYLOPLAST DOWNSPOUT
ADAPTER, PART #:0666FH,
OR APPROVED EQUIVALENT,
COORDINATE LOCATION &
SIZE WITH ARCHITECTURAL
PLANS. FLUSH MOUNT TO
TOP OF SIDEWALK OR GRADE.
BUILDING DOWNSPOUT.
SEE ARCHITECTURAL
PLANS FOR DETAILS.
END OF RUN
PLAN VIEW
10"
MIN.2" MIN.4" MIN.
STORM SEWER
X" x 6" REDUCER/WYE
SEE PLAN FOR
PIPE SIZE AND TYPE
CONCRETE COLLAR
(4" THICK) REQUIRED
IN UNPAVED AREAS
#4 HOOP
SAND CUSHION
REMOVABLE
HDPE THREADED
PLUG
6" RISER
CONCRETE PAVEMENT
10"Ø TRAFFIC-RATED
DUCTILE OR CAST IRON
CLEANOUT COVER AND
FRAME. THE WORD
"STORM" SHALL
BE CAST INTO THE
CENTER.
45° BEND
STORM
CLEANOUT (REF. TO DRAINAGE
PLAN FOR EXACT LOCATION)
8" MIN. x 4" REDUCING WYE
4" MIN. PIPE @ 1% MIN.
45° BEND
CONNECT TO CANOPY
DOWNSPOUT 4" x 90°
NOTE: REFER TO DRAINAGE PLAN FOR EXACT
DOWNSPOUT LAYOUT. TYPICAL CONNECTION IS
SHOWN.FLOWFLOWFLOW
NOTE: SEE PLANS FOR
PIPE DIAMETERS - X".
STORM OR SANITARY
SEWER PIPE
X" WYE (OR X" x X"
REDUCING WYE)
45° BEND (IF REQUIRED)
INTERSECTION (SEE PLANS)
X" x X" REDUCER
(WHERE REQUIRED)
CENTERLINE PIPE
CENTERLINE PIPE
9"9"12" MIN.18"3"SEE GRADING & EROSION
CONTROL PLAN FOR
FINISHED GRADE
CONDITIONS
4" SANDY LOAM TURF
LAYER (REFER TO
LANDSCAPE PLANS FOR
GROUND COVE)
75% ASTM C-33 SAND
25% PEAT MIX
4" PERFORATED FLEXIBLE UNDERDRAIN
PIPE CONNECTED TO STORM SEWER
INLET, 3/8" PERFORATIONS @ 5" O.C.
IN 3 ROWS AT 10, 12, AND 2 O'CLOCK
POSITIONS
GEOTEXTILE LINER,
NON-WOVEN FILTER FABRIC,
AASHTO M288 CLASS 3,
MIRAFI 140N OR EQUAL
GRAVEL LAYER
LAP
NOTE:
TO BE UTILIZED AS DIRECTED BY THE GEOTECHNICAL ENGINEER
AND/OR AS SHOWN ON THE PLANS.
6"'
MIN.
FINISHED
GRADE
D
6"'
MIN.
3 4" WASHED
STONE
PERFORATED PVC PIPE (REFER
TO GRADING PLAN FOR SIZE
AND ELEVATION)
COMBINATION2D (1'-6"' MIN.)1'-6"' MIN.BACKFILL COMPACTED TO
98% STANDARD PROCTOR
D + 12"3'-0"' MIN.MIRAFAN 140N
NON-OVEN
FILTER FABRIC
OR EQUAL
SECTION
4'-0"' MIN.
(REF. TO TABLE)
6" MIN. (REF. TO
SIZING TABLE)
6" MIN. (REF. TO
SIZING TABLE)
1'-0"'1'-0"'
12" MIN. CLASS 67 COMPACTED
BASE (OR APPROVED EQUAL)6"'GROUT 9"'2" WEEP HOLE(S)
(5 SPACED EQUALLY
AROUND MANHOLE)
CLASS 67 BACKFILL
(OR APPROVED EQUAL)
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY DUTY (H20)TRAFFIC RATING.
3. PRECAST: CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS
ACCEPTABLE BY THE MANUFACTURER.
4. CAST IN PLACE: INLET BASE AND INLET WALL SHALL BE CAST MONOLITHICALLY.
5. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS
OTHERWISE SPECIFIED.
6. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT ARE AT 4 FEET IN DEPTH
AND GREATER (FROM INVERT TO TOP OF STRUCTURE). STEPS AND LADDERS SHALL CONFORM TO
THE REQUIREMENTS OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
7.DETAIL SHOWS MINIMUM STRUCTURE SIZE: STRUCTURES SHALL BE SIZED WITH RESPECT TO THE
PROPOSED PIPE SIZES, NUMBER AND GEOMETRY OF PIPES SHOWN ON THE GRADING PLAN.
PIPE I.D.
PIPE O.D.PIPE I.D.PIPE O.D.DEFLECTION
ANGLE
MANHOLE I.D.
MIN. STRUCTURAL LEG
BETWEEN PIPE
OPENINGS: 6" MEASURED
INSIDE DIAMETER OF
MANHOLE
PIPE LAYOUT2'-0" MIN. (VARIES)STEP (REF.
TO NOTE 6)
TOP OF STRUCTURE
(REF. TO DRAINAGE
PLAN FOR TYPE)
CLASS 67 BACKFILL
WHEN UNDER PAVED
AREAS (OR APPROVED
EQUAL)
STORM PIPE (REF.
TO DRAINAGE PLAN
FOR TYPE & SIZE
GRAVEL BACKFILL
MIN. 6" ABOVE PIPE6"
MIN.
MANHOLE SIZING TABLE
INSIDE
DIMENSION
(I.D.)
MIN. WALL
THICKNESS
(W.T.)
MAX PIPE SIZE
NO DEFLECTION
(STRAIGHT RUN)
REFER TO
SKETCH BELOW
TO DETERMINE
MAXIMUM PIPE
SIZE BASED ON
DEFLECTION
4' - 0"6"24"
5' - 0"8"42"
6' - 0"8"54"
FOR STRUCTURES DEEPER THAN 10 FEET WALL THICKNESS MAY NEED TO BE
INCREASED (REFER TO PRECAST MANUFACTURER OR LOCAL CODES)
***STRUCT. BASE POINT SHALL REMAIN
CONSTANT AS STRUCTURE SIZE
CHANGES. (REF. TO INLET TYPE DETAIL
FOR LOCATION OF BASE POINT ***
STRUCTURE SIZING TABLE
INSIDE WALL
WIDTH
MIN. WALL
THICKNESS
(W.T.)
MAX PIPE
SIZE NO
DEFLECTION
(STRAIGHT
RUN)
MAX PIPE
SIZE ≤30°
DEFLECTION
MAX PIPE
SIZE ≤45°
DEFLECTION
MAX PIPE
SIZE ≤60°
DEFLECTION
SINGLE PIPE
4' - 0"6"36"24"18"
6' - 0"6"60"42"30"18"
7' - 0"8"66"48"36"24"
8' - 0"8"72"60"42"30"
DOUBLE PIPES
6' - 0"6"18"
7' - 0"8"24"18"
8' - 0"8"30"24"
FOR STRUCTURES DEEPER THAN 10 FEET WALL THICKNESS MAY NEED TO BE INCREASED (REFER TO
PRECAST MANUFACTURER OR LOCAL CODES)
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL CONCRETE STRUCTURES SHALL BE
CONSTRUCTED PER HEAVY DUTY (H20)TRAFFIC
RATING.
3. PRECAST: CONCRETE STRUCTURES MAY ONLY
BE INSTALLED TO DEPTHS CERTIFIED AS
ACCEPTABLE BY THE MANUFACTURER.
4. CAST IN PLACE: INLET BASE AND INLET WALL
SHALL BE CAST MONOLITHICALLY.
5. ALL REINFORCEMENT BARS SHALL BE GRADE 60
AND SHALL HAVE A MINIMUM 2" COVER UNLESS
OTHERWISE SPECIFIED.
6. MANHOLE STEPS ARE REQUIRED IN STORM
DRAIN STRUCTURES THAT ARE AT 4 FEET IN
DEPTH AND GREATER (FROM INVERT TO TOP OF
STRUCTURE). STEPS AND LADDERS SHALL
CONFORM TO THE REQUIREMENTS OF OSHA
STANDARDS, U.S. DEPARTMENT OF LABOR.
7. PIPES SHALL CONNECT TO THE ENDS OR SIDES
OF THE STRUCTURE. CONNECTION SHALL NOT
BE MADE AT CORNERS OF BOX.
8. DETAIL SHOWS MINIMUM STRUCTURE SIZE:
STRUCTURES SHALL BE SIZED WITH RESPECT TO
THE PROPOSED PIPE SIZES, NUMBER AND
GEOMETRY OF PIPES SHOWN ON THE GRADING
PLAN.
SECTION
4'-0"' MIN.
(REF. TO TABLE)
6" MIN. (REF. TO
SIZING TABLE)
6" MIN. (REF. TO
SIZING TABLE)
1'-0"'1'-0"'
12" MIN. CLASS 67 COMPACTED
BASE (OR APPROVED EQUAL)6"'GROUT 9"'2" WEEP HOLES
(2) REQUIRED SPACED
EQUALLY EACH SIDE
CLASS 67 BACKFILL
(OR APPROVED EQUAL)2'-0" MIN. (VARIES)STEP (REF.
TO NOTE 6)
TOP OF STRUCTURE
(REF. TO DRAINAGE
PLAN FOR TYPE)
CLASS 67 BACKFILL
WHEN UNDER PAVED
AREAS (OR APPROVED
EQUAL)
STORM PIPE (REF.
TO DRAINAGE PLAN
FOR TYPE & SIZE
GRAVEL BACKFILL
MIN. 6" ABOVE PIPE6"
MIN.
***STRUCT. BASE POINT SHALL REMAIN
CONSTANT AS STRUCTURE SIZE
CHANGES. (REF. TO INLET TYPE DETAIL
FOR LOCATION OF BASE POINT ***
INLET OR
EXTENSION
SIDEWALK
MATCH
SIDEWALK
THICKNESS
2"'
HAUNCHING
CLASS 67 BACKFILL
(OR APPROVED EQUAL)
CLASS 67 BACKFILL
FOR NON-RIGID PIPE
(OR APPROVED EQUAL)
COMPACTED BACKFILL
PER LOCAL REQUIREMENTS
4" TOPSOIL
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
FINISHED GRADE
(REF. TO GRADING PLAN)
6"'VARIESPIPE SPRINGLINE
RIGID AND FLEXIBLE PIPE
(RCP) OR (CMP & SPIRAL RIB ≤ 48"Ø
(HDPE) OR (PVC) OR (CMP > 48"Ø))
NOTES:
1. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA
REGULATIONS AND LOCAL ORDINANCES.
2. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR THE SOIL TYPES AND CLASSIFICATIONS.
3. CONTRACTOR SHALL REFER TO THE LATEST VERSION OF ASTM STANDARDS PRIOR TO CONSTRUCTION.
4. ALL BEDDING AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES AND STANDARDS.
5. HAUNCHING: SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS.
6. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS AND ALL MATERIALS SHALL BE COMPACTED NEAR OPTIMUM
MOISTURE CONTENT.
8. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3".
9. REPLACE WET OR UNSUITABLE SOIL AS NECESSARY TO PROVIDE A SUITABLE BASE, AS DIRECTED BY GEOTECHNICAL ENGINEER OR
OWNER.
10. WHERE GROUND WATER IS PRESENT BACKFILL MATERIAL SHALL BE WRAPPED WITH A NON-WOVEN GEO-TEXTILE, EXCLUDING BEDDING
MATERIAL BETWEEN 4" & 6" THICK.
12" MIN.
18" MAX.
6" MIN. CLASS 67
PIPE BEDDING (OR
APPROVED EQUAL)
CLASS 67 BACKFILL
FOR NON-RIGID PIPE
(OR APPROVED
EQUAL)
COMPACTED
BACKFILL
PER LOCAL
REQUIREMENTS
4" TOPSOIL
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
FINISHED GRADE
(REF. TO GRADING PLAN)
1'-0"'VARIESBOX CULVERT
12" MIN.
18" MAX.
6" MIN. CLASS 67
PIPE BEDDING (OR
APPROVED EQUAL)
PIPE / BOX (REF. TO
DRAINAGE PLAN
FOR SIZE & TYPE)
2'-0" MIN. (REFER TO
PAVING PLAN FOR SIZE)
WELDED WIRE FABRIC
6x6 W2.9/W2.9
1 % M I N .MATCH GRADES
FINISHED GRADE
"UNPAVED"
FINISHED GRADE "PAVED"
(REF. TO PAVING PLAN
FOR TYPE.
MIN. 4", 4,000 P.S.I.
CONCRETE. WHEN LOCATED
IN PARKING AREAS (REF. TO
CONCRETE PAVEMENT
SECTION)
COMPACTED GRANULAR
FILL (REF. TO CONCRETE
PAVEMENT SECTION)
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2"
COVER UNLESS OTHERWISE SPECIFIED.
BUILDING DOWNSPOUT CONNECTION DETAIL
NOT TO SCALEAWYE CONNECTION
NOT TO SCALEE
STORM SEWER CLEANOUT
NOT TO SCALEB
CANOPY DRAIN CONNECTION
NOT TO SCALEC
CANOPY DRAIN SECTION
NOT TO SCALED
UNDERDRAIN /POROUS LSCP DETENTION
NOT TO SCALEFFRENCH DRAIN DETAIL
NOT TO SCALEHCIRCULAR STRUCTURE BASE
NOT TO SCALEJ
RECTANGULAR STRUCTURE BASE
NOT TO SCALEI
SIDEWALK NOTCH DETAIL
NOT TO SCALEG
STORM SEWER TRENCH AND BEDDING DETAILS
NOT TO SCALEK
TRICKLE CHANNEL DETAIL
NOT TO SCALEL 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDGRADING & DRAINAGE DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD5.0
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:41:10 PM to pdf-xchange.pc3 by Jon B.ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
SECTION A
STEP (REF.
TO NOTE 8)
2" WEEP HOLES
4 REQUIRED SPACED
EQUALLY UNDER
PAVED AREAS
CLASS 67
BACKFILL
(OR APPROVED
EQUAL)6"'1'-0" MIN.VARIES6"'1'-0"'6"'BACK OF CURB1'-6"'
6"'
REF. TO GRADING
PLAN FOR SIZE
(4) - #4 BARS
EVENLY SPACED CONT.
THRU INLET
#4 BAR @
12" O.C.10"'#4 BAR AT
SUPPORT COLUMN
SECTION B
(OPTIONAL EXTENSION)
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
EXTEND PAVEMENT
BASE TO EXTENSION
WALL
TOP OF CURB
NORMAL GUTTER LINE
DEPRESSED GUTTE R LINE
TOP OF CURB
NORMAL GUTTER LINE
DEPRESSED GUTTER LINE
4" SUPPORT COLUMN
℄ OF COLUMN @ 4'-0" O.C. (IF
UNSUPPORTED LENGTH IS
GREATER THAN 4'-0" & LESS THAN
6'-0".℄ OF COLUMN SHALL BE
LOCATED AT MIDPOINT OF SPAN)
#4 BAR AT
SUPPORT COLUMN
6" SUPPORT COLUMN 2'-0"'6"'6"'#4 BAR @
12" O.C.
#4 BARS @
12" O.C.
#4 BARS @
12" O.C.
#4 BARS @
12" O.C.10"'SECTION C
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4" CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY
DUTY (H20)TRAFFIC RATING.
4. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO
DEPTHS CERTIFIED AS ACCEPTABLE BY THE MANUFACTURER.
5. TOP OF INLET INCLUDING EXTENSIONS AND CURB MUST BE CAST IN
PLACE.
6. GUTTER DEPRESSION TRANSITIONS:
A. UPSTREAM - 12' TRANSITION FOR GUTTER DEPRESSION 3'-0"
PER 1" DEPRESSION
B. DOWNSTREAM OR IN SUMP LOCATIONS - 4' TRANSITION FOR
GUTTER DEPRESSION 1'-0" PER 1" DEPRESSION
7. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A
MINIMUM 2" COVER UNLESS OTHERWISE SPECIFIED.
8. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT
ARE AT 4 FEET IN DEPTH AND GREATER (FROM INVERT TO TOP OF
COVER). STEPS AND LADDERS SHALL CONFORM TO THE
REQUIREMENTS OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
9. PRIOR TO AND DURING PLACEMENT OF PAVEMENT IN FRONT OF
INLETS, THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL
TIMES.
10. DETAIL SHOWS MINIMUM MANHOLE SIZE: MANHOLES SHALL BE SIZED
WITH RESPECT TO THE PROPOSED PIPE SIZES, NUMBER AND
GEOMETRY OF PIPES SHOWN ON THE DRAINAGE PLAN.
REF TO DRAINAGE PLAN FOR TOTAL CURB OPENING WIDTH
6" CLASS 67 BASE
(OR APPROVED EQUAL)
4'-0"' MIN. (REF. TO DETAIL J -
SHEET CD5.0 FOR SIZING)
OPTIONAL EXTENSION EITHER SIDE OF INLET
(REF. TO DRAINAGE PLAN FOR SIDE)
6" MIN. (REF. TO DETAIL J -
SHEET CD5.0 FOR SIZING)
CURB AND GUTTER
(REF. TO SITE PLAN
FOR SIZE)1'-0"'MIN.4'-0"' MIN. (SEE DETAIL J -
SHEET CD5.0 FOR
STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL J -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL J -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
OPTIONAL EXTENSION EITHER SIDE OF INLET
(REF. TO DRAINAGE PLAN FOR SIZE)
TRANSITION FOR
CURB DEPRESSION
(REF. TO NOTE 6)
TRANSITION FOR
CURB DEPRESSION
(REF. TO NOTE 6)
PLAN
CURB AND GUTTER (REF.
TO SITE PLAN FOR SIZE)
1/2" PREFORMED
EXPANSION JOINT
CURB GUTTER LINE
1/2" PREFORMED
EXPANSION JOINT
# 5'S @ 6" O.C. E.W.
#5 BAR DIAGONAL
(4) REQ'D
(2) - #4 BARS CONT.
ACROSS FRONT @ 4" O.C.
STRUCT. BASE POINT
REFER TO DETAIL G -
SHEET CD5.0 WHEN SIDEWALK
ABUTS STRUCTURE(2) - #4 BARS EVENLY
SPACED CONT. THRU INLET
#4 BARS @ 12" O.C.6"'6"'
#5 BAR DIAGONAL
(4) REQ'D
REF. TO GRADING
PLAN FOR SLOPE OF
INLET TOP
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
GRADE BREAK
6"'6"'BACK OF CURB4"'PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
EXTEND PAVEMENT
BASE TO EXTENSION
WALL
CURB AND GUTTER
(REF. TO SITE PLAN
FOR SIZE)
CURB AND GUTTER
(REF. TO SITE PLAN
FOR SIZE)TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
STRUCT. BASE POINT
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
REF. TO GRADING
PLAN FOR SLOPE
#4 DOWELS, SPACING TO
MATCH TOP SLAB REINFORCING
4'-0" MIN. (SEE DETAIL J -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)2'-0"'6"'AB
C
CONSTRUCTION JOINT
WITH BEVELED
KEYWAY
SECTION A
STEP (REF.
TO NOTE 8)
2" WEEP HOLES
4 REQUIRED SPACED
EQUALLY UNDER
PAVED AREAS
CLASS 67
BACKFILL
(OR APPROVED
EQUAL)6"'1'-0" MIN.VARIES6"'1'-0"'6"'BACK OF CURB1'-6"'
6"'
REF. TO GRADING
PLAN FOR SIZE
(4) - #4 BARS
EVENLY SPACED CONT.
THRU INLET
#4 BAR @
12" O.C.10"'#4 BAR AT
SUPPORT COLUMN
SECTION B
(OPTIONAL EXTENSION)
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
EXTEND PAVEMENT
BASE TO EXTENSION
WALL
TOP OF CURB
NORMAL GUTTER LINE
DEPRE SSED G UTTE R LINE
TOP OF CURB
NORMAL GUTTER LINE
DEPRESSED GUTTER LINE
4" SUPPORT COLUMN
℄ OF COLUMN @ 4'-0" O.C. (IF
UNSUPPORTED LENGTH IS
GREATER THAN 4'-0" & LESS THAN
6'-0".℄ OF COLUMN SHALL BE
LOCATED AT MIDPOINT OF SPAN)
#4 BAR AT
SUPPORT COLUMN
6" SUPPORT COLUMN 2'-0"'6"'6"'#4 BAR @
12" O.C.
#4 BARS @
12" O.C.
#4 BARS @
12" O.C.
#4 BARS @
12" O.C.10"'SECTION C
REF TO DRAINAGE PLAN FOR TOTAL CURB OPENING WIDTH
6" CLASS 67 BASE
(OR APPROVED EQUAL)
4'-0"' MIN. (REF. TO DETAIL I -
SHEET CD5.0FOR SIZING)
OPTIONAL EXTENSION EITHER SIDE OF INLET
(REF. TO DRAINAGE PLAN FOR SIDE)
6" MIN. (REF. TO DETAIL I -
SHEET CD5.0 FOR SIZING)
CURB AND GUTTER
(REF. TO SITE PLAN
FOR SIZE)1'-0"'MIN.4'-0"' MIN. (SEE DETAIL I -
SHEET CD5.0 FOR
STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL I -
SHEET CD5.0FOR STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL I -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
OPTIONAL EXTENSION EITHER SIDE OF INLET
(REF. TO DRAINAGE PLAN FOR SIZE)
TRANSITION FOR
CURB DEPRESSION
(REF. TO NOTE 6)
TRANSITION FOR
CURB DEPRESSION
(REF. TO NOTE 6)
PLAN
CURB AND GUTTER (REF.
TO SITE PLAN FOR SIZE)
1/2" PREFORMED
EXPANSION JOINT
CURB GUTTER LINE
1/2" PREFORMED
EXPANSION JOINT
# 5'S @ 6" O.C. E.W.
#5 BAR DIAGONAL
(4) REQ'D
(2) - #4 BARS CONT.
ACROSS FRONT @ 4" O.C.
STRUCT. BASE POINT
REFER TO DETAIL I -
SHEET CD5.0 WHEN SIDEWALK
ABUTS STRUCTURE(2) - #4 BARS EVENLY
SPACED CONT. THRU INLET
#4 BARS @ 12" O.C.6"'6"'
#5 BAR DIAGONAL
(4) REQ'D
REF. TO GRADING
PLAN FOR SLOPE OF
INLET TOP
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
GRADE BREAK
6"'6"'BACK OF CURB4"'PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
EXTEND PAVEMENT
BASE TO EXTENSION
WALL
CURB AND GUTTER
(REF. TO SITE PLAN
FOR SIZE)
CURB AND GUTTER
(REF. TO SITE PLAN
FOR SIZE)TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
STRUCT. BASE POINT
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
REF. TO GRADING
PLAN FOR SLOPE
CONSTRUCTION JOINT
WITH BEVELED
KEYWAY
#4 DOWELS, SPACING TO
MATCH TOP SLAB REINFORCING
4'-0" MIN. (SEE DETAIL I -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)2'-0"'6"'NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4" CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY
DUTY (H20)TRAFFIC RATING.
4. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO
DEPTHS CERTIFIED AS ACCEPTABLE BY THE MANUFACTURER.
5. TOP OF INLET INCLUDING EXTENSIONS AND CURB MUST BE CAST IN
PLACE.
6. GUTTER DEPRESSION TRANSITIONS:
A. UPSTREAM - 12' TRANSITION FOR GUTTER DEPRESSION 3'-0"
PER 1" DEPRESSION
B. DOWNSTREAM OR IN SUMP LOCATIONS - 4' TRANSITION FOR
GUTTER DEPRESSION 1'-0" PER 1" DEPRESSION
7. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A
MINIMUM 2" COVER UNLESS OTHERWISE SPECIFIED.
8. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT
ARE AT 4 FEET IN DEPTH AND GREATER (FROM INVERT TO TOP OF
COVER). STEPS AND LADDERS SHALL CONFORM TO THE
REQUIREMENTS OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
9. PRIOR TO AND DURING PLACEMENT OF PAVEMENT IN FRONT OF
INLETS, THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL
TIMES.
10. DETAIL SHOWS MINIMUM MANHOLE SIZE: MANHOLES SHALL BE SIZED
WITH RESPECT TO THE PROPOSED PIPE SIZES, NUMBER AND
GEOMETRY OF PIPES SHOWN ON THE DRAINAGE PLAN.
AB
C
CIRCULAR CURB INLET DETAIL
NOT TO SCALEARECTANGULAR CURB INLET DETAIL
NOT TO SCALEB 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDGRADING & DRAINAGE DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD5.1
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:42:01 PM to pdf-xchange.pc3 by Jon B.ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
(SEE DETAIL J - SHEET CD5.0 FOR
STRUCTURE BASE AND SIZING)
SECTION A
STRUCT. BASE POINT
TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I.
MINIMUM.
2. ALL CONCRETE STRUCTURES SHALL BE
CONSTRUCTED PER HEAVY DUTY
(H20)TRAFFIC RATING.
3. ALL REINFORCEMENT BARS SHALL BE
GRADE 60 AND SHALL HAVE A MINIMUM 2"
COVER UNLESS OTHERWISE SPECIFIED.
4. MANHOLE STEPS ARE REQUIRED IN STORM
DRAIN STRUCTURES THAT ARE AT 4 FEET IN
DEPTH AND GREATER (FROM INVERT TO
TOP OF COVER). STEPS AND LADDERS
SHALL CONFORM TO THE REQUIREMENTS
OF OSHA STANDARDS, U.S. DEPARTMENT OF
LABOR.
5. PRIOR TO AND DURING PLACEMENT OF
PAVEMENT IN FRONT OF INLETS, THE
CONTRACTOR SHALL PROVIDE POSITIVE
DRAINAGE AT ALL TIMES.
6.DETAIL SHOWS MINIMUM STRUCTURE SIZE:
STRUCTURE SHALL BE SIZED WITH RESPECT
TO THE PROPOSED PIPE SIZES, NUMBER
AND GEOMETRY OF PIPES SHOWN ON THE
DRAINAGE PLAN.
STEP (REF.
TO NOTE 4)
"PAVED AREAS"
(REF. TO PAVEMENT
PLAN FOR TYPE)"UNPAVED AREAS"
(REF. TO GRADING PLAN)1'-6"'REF. TO DRAINAGE PLAN
FOR GRATE TYPE
PLAN
"PAVED AREAS"
(REF. TO PAVEMENT
PLAN FOR TYPE)6"'MIN.ADJUST TO GRADE WITH BRICK,
BLOCK STRETCHER COURSE
OR PRE-CAST RINGS (12" MAX.)
4'-0"' MIN. (SEE DETAIL J -
SHEET CD5.0 FOR
STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL J -
SHEET CD5.0 FOR
STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL J -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
CLASS 67 BACKFILL
(OR APPROVED EQUAL)
2" WEEP HOLES
(2) REQUIRED SPACED
EQUALLY EACH SIDE
UNDER PAVED AREAS
STRUCT.
BASE POINT
A
4'-0"' MIN. (SEE DETAIL I -
SHEET CD5.0 FOR
STRUCTURE
BASE AND SIZING)
6" MIN.(SEE DETAIL I -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL I -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
REF. TO TABLE
PLAN
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
(SEE DETAIL I - SHEET CD5.0 FOR
STRUCTURE BASE AND SIZING)
SECTION A
TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
STRUCT. BASE POINT
REF. TO TABLE
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4" CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY DUTY (H20)TRAFFIC RATING.
4. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS
OTHERWISE SPECIFIED.
5. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT ARE AT 4 FEET IN DEPTH AND
GREATER (FROM INVERT TO TOP OF COVER). STEPS AND LADDERS SHALL CONFORM TO THE
REQUIREMENTS OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
6. PRIOR TO AND DURING PLACEMENT OF PAVEMENT IN FRONT OF INLETS, THE CONTRACTOR SHALL
PROVIDE POSITIVE DRAINAGE AT ALL TIMES.
7.DETAIL SHOWS MINIMUM STRUCTURE SIZE: STRUCTURE SHALL BE SIZED WITH RESPECT TO THE
PROPOSED PIPE SIZES, NUMBER AND GEOMETRY OF PIPES SHOWN ON THE DRAINAGE PLAN.
INSIDE WALL
WIDTH
MIN. SLAB
THICKNESS SLAB REINFORCING
4' - 0"6"# 4'S @ 8" O.C. E.W.
6' - 0"8"# 5'S @ 9" O.C. E.W.
7' - 0"8"# 5'S @ 9" O.C. E.W.
8' - 0"10"# 5'S @ 9" O.C. E.W.
STEP (REF.
TO NOTE 5)1'-6"'"PAVED AREAS"
(REF. TO PAVEMENT
PLAN FOR TYPE)
"UNPAVED AREAS"
(REF. TO GRADING
PLAN)6"'CLASS 67 BACKFILL
(OR APPROVED EQUAL)
2" WEEP HOLES
(2) REQUIRED SPACED
EQUALLY EACH SIDE
UNDER PAVED AREAS
STRUCT. BASE POINT
SEE DETAIL I - SHEET 5.2
WHEN SIDEWALK ABUTS
STRUCTURE (TYPICAL)
A
SAW CUT
SAW CUT
1'-6"'1'-6"'9" MIN.4'-0" MIN. (SEE DETAIL I -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)1'-6"'TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
1'-6"'
9" MIN.
PLAN
SECTION A
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4" CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY
DUTY (H20)TRAFFIC RATING.
4. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A
MINIMUM 2" COVER UNLESS OTHERWISE SPECIFIED.
5. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT
ARE AT 4 FEET IN DEPTH AND GREATER (FROM INVERT TO TOP OF
COVER). STEPS AND LADDERS SHALL CONFORM TO THE
REQUIREMENTS OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
6. PRIOR TO AND DURING PLACEMENT OF PAVEMENT IN FRONT OF
INLETS, THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AT ALL
TIMES.
7.DETAIL SHOWS MINIMUM STRUCTURE SIZE: STRUCTURE SHALL BE
SIZED WITH RESPECT TO THE PROPOSED PIPE SIZES, NUMBER AND
GEOMETRY OF PIPES SHOWN ON THE DRAINAGE PLAN.
STRUCT. BASE POINTREF. TO DRAINAGE PLAN
FOR GRATE TYPE
REF. TO DRAINAGE PLAN
FOR GRATE TYPE
STEP (REF.
TO NOTE 5)
4'-0"' MIN. (REF. TO DETAIL I -
SHEET CD5.0 FOR SIZING)
6" MIN. (REF. TO DETAIL I -
SHEET CD5.0 FOR SIZING)
6" MIN. (REF. TO DETAIL I -
SHEET CD5.0 FOR SIZING)
6" MIN. (REF.
TO DETAIL I -
SHEET CD5.0
FOR SIZING)
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
OPTIONAL 18" APRON
MIN. 6" THICK W/ 6"x6"
10/10 WWF (TYPICAL)
(2) - #4 BARS
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
OPTIONAL 18" APRON
MIN. 6" THICK W/ 6"x6"
10/10 WWF (TYPICAL)
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
CLASS 67 BACKFILL
(OR APPROVED EQUAL)1'-6"'2" WEEP HOLES
(2) REQUIRED SPACED
EQUALLY EACH SIDE
UNDER PAVED AREAS
CLASS 67 BACKFILL
(OR APPROVED EQUAL)
2" WEEP HOLES
(2) REQUIRED SPACED
EQUALLY EACH SIDE
UNDER PAVED AREAS1'-0"'8"'
REF. TO GRADING
PLAN FOR SLOPE
1'-0"'1'-0"'STRUCT. BASE POINT
OPTIONAL 18" APRON
MIN. 6" THICK
REF. TO GRADING
PLAN FOR SLOPE
A
6'-0"' MIN. (REF. TO DETAIL I -SHEET CD5.0 FOR SIZING)6" MIN. (REF.
TO DETAIL I -
SHEET CD5.0
FOR SIZING)
1'-6" MIN. (REF. TO
GRADING PLAN
FOR SIZE)
CURB & GUTTER
(REF. TO SITE PLAN
FOR SIZE)
1/2" PREFORMED
EXPANSION JOINT
1' - 6" RADIUS
MIN. (REF. TO SITE
PLAN FOR SIZE)
1' - 6" RADIUS
MIN. (REF. TO SITE
PLAN FOR SIZE)
TAPER CURB FROM
6" TO 0" OVER 3' - 0"
PLANVARIES (REF. TO SITE PLAN)1% MIN.REF. TO GRADEPLAN FOR SLOPESECTION A
SECTION B
CURB & GUTTER
(REF. TO SITE PLAN
FOR SIZE)
4'-0"' MIN.
(REF. TO
SITE PLAN)6"'6"'1'-0"'6"'WELDED WIRE FABRIC
6x6 W2.1/W2.16"'COMPACTED
SUBGRADE
COMPACTED
SUBGRADE
FINISHED GRADE
(REF. TO GRADING
PLAN)
FINISHED GRADE
(REF. TO GRADING
PLAN)
FINISHED GRADE / RIP RAP
(REF. TO GRADING
AND/OR EROSION PLAN)
TOP OF CURB
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL REINFORCEMENT BARS SHALL BE GRADE 60
AND SHALL HAVE A MINIMUM 2" COVER UNLESS
OTHERWISE SPECIFIED.
TAPER CURB
FROM 6" TO 0"
OVER 3'-0"'
VARIES
VARIES (REF. TO SITE PLAN)
WELDED WIRE FABRIC
6x6 W2.1/W2.1
4" MIN. CLASS 67 COMPACTED
BASE (OR APPROVED EQUAL)
4" MIN. CLASS 67 COMPACTED
BASE (OR APPROVED EQUAL)
A
B
4'-0"' MIN.
(REF. TO SITE
PLAN)1'-0"'1'-0"'4" MIN.
CONCRETE
1/2" PREFORMED
EXPANSION JOINT
NOTE:
TIE BOLT HOLES ARE PROVIDED FOR
THE INSTALLATION OF TIE BOLTS
BETWEEN THE FLARED END SECTION
AND THE ADJACENT PIPE.FGGTIE HOLES
PLAN
SECTION A AGGROVE JOINT ON OUTLET
END SECTION
TONGUE JOINT ON INLET
END SECTION
TIE HOLEDT
TX Y
120°
D
GG
END VIEW
TIE HOLETIE HOLE
A
PIPE
DIAMETER
"D"
LAYING LENGTH SLOPE 'T""A""B""F""G"
WEIGHT
PER
SECTION
INCHES OUTLET INLET X TO Y INCHES INCHES INCHES INCHES INCHES LBS.
12 6'-0"6'-0"2.4 TO 1 2 4 24 24 2 530
15 6'-0"6'-0"2.4 TO 1 214 6 27 30 214 740
18 6'-0"6'-0"2.3 TO 1 212 9 27 36 212 990
21 6'-0"6'-0"2.4 TO 1 22 3 9 26 42 23 4 1280
24 6'-0"6'-0"2.5 TO 1 3 912 4312 48 3 1520
27 6'-0"6'-0"2.5 TO 1 314 1012 4912 54 314 1930
30 6'-0"6'-0"2.5 TO 1 312 12 54 60 312 2190
33 6'-6"6'-6"2.5 TO 1 33 4 1312 5812 66 33 4 850
36 8'-2"7'-10"2.5 TO 1 4 15 63 72 4 4100
42 8'-2"7'-912"2.5 TO 1 412 21 63 78 412 5380
48 8'-2"7'-912"2.5 TO 1 5 24 72 84 5 6550
54 8'-212"7'-912"2.0 TO 1 512 47 65 90 512 8240
60 8'-3"7'-10"1.9 TO 1 6 35 60 96 5 8730
66 8'-3"7'-10"1.7 TO 1 612 30 72 102 512 10710
72 8'-3"7'-10"1.9 TO 1 7 36 78 108 6 12520
78 9'-3"8'-10"1.8 TO 1 712 36 90 114 612 14770
84 9'-312"8'-1012"1.5 TO 1 8 36 9012 120 612 18160
90 9'-312"8'-1012"1.5 TO 1 812 41 8712 132 612 20900
End section is manufactured in accordance with applicable portions of ASTM Specifications C76.
DRAINAGE MANHOLE DETAIL
NOT TO SCALEA
JUNCTION BOX DETAIL
NOT TO SCALEB
DROP INLET DETAIL
NOT TO SCALEC
CONCRETE FLUME DETAIL
NOT TO SCALED
FLARED END SECTION DETAIL
NOT TO SCALEE 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDGRADING & DRAINAGE DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD5.2
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:42:23 PM to pdf-xchange.pc3 by Jon B.ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
(REFER TO DETAIL J - SHEET CD5.0 FOR
STRUCTURE BASE AND SIZING)
SECTION A
STEP (REF.
TO NOTE 5)1'-6"'CLASS 67 BACKFILL
(OR APPROVED EQUAL)
2" WEEP HOLES
4 REQUIRED SPACED
EQUALLY UNDER
PAVED AREAS
REF. TO GRADING
PLAN FOR SLOPE
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
STRUCT. BASE POINT
TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
BACK OF
CURB
REF. TO GRADING
PLAN FOR SIZEREF. TO DRAINAGE PLAN
FOR GRATE TYPE
REF. TO TABLE
INSIDE WALL
WIDTH
MIN. SLAB
THICKNESS SLAB REINFORCING
4' - 0"6"# 4'S @ 8" O.C. E.W.
6' - 0"8"# 5'S @ 9" O.C. E.W.
7' - 0"8"# 5'S @ 9" O.C. E.W.
8' - 0"10"# 5'S @ 9" O.C. E.W.
GRADE BREAK
1'-6" MIN. (REF. TOGRADING PLANFOR SIZE)STRUCT. BASE POINT
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
PLAN
4'-0"' MIN. (REF. TO DETAIL J -
SHEET CD5.0 FOR SIZING)
6" MIN. (REF. TO DETAIL J -
SHEET CD5.0 FOR SIZING)
6" MIN. (REF. TO DETAIL J -
SHEET CD5.0 FOR SIZING)
CURB GUTTER
LINE
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4" CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY DUTY (H20)TRAFFIC RATING.
4. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS OTHERWISE
SPECIFIED.
5. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT ARE AT 4 FEET IN DEPTH AND
GREATER (FROM INVERT TO TOP OF COVER). STEPS AND LADDERS SHALL CONFORM TO THE REQUIREMENTS
OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
6. PRIOR TO AND DURING PLACEMENT OF PAVEMENT IN FRONT OF INLETS, THE CONTRACTOR SHALL PROVIDE
POSITIVE DRAINAGE AT ALL TIMES.
7.DETAIL SHOWS MINIMUM STRUCTURE SIZE: STRUCTURE SHALL BE SIZED WITH RESPECT TO THE PROPOSED
PIPE SIZES, NUMBER AND GEOMETRY OF PIPES SHOWN ON THE DRAINAGE PLAN.
CURB AND GUTTER (REF.
TO SITE PLAN FOR SIZE)
#4 DOWELS, SPACING
TO MATCH TOP
SLAB REINFORCING
A
(REFER TO DETAIL I - SHEET CD5.0 FOR
STRUCTURE BASE AND SIZING)
SECTION A
STEP (REF.
TO NOTE 5)1'-6"'CLASS 67 BACKFILL
(OR APPROVED EQUAL)
2" WEEP HOLES
4 REQUIRED SPACED
EQUALLY UNDER
PAVED AREAS
REF. TO GRADING
PLAN FOR SLOPE
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
STRUCT. BASE POINT
TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
BACK OF
CURB
REF. TO GRADING
PLAN FOR SIZEREF. TO DRAINAGE PLAN
FOR GRATE TYPE
REF. TO TABLE
GRADE BREAK
1'-6" MIN. (REF. TOGRADING PLANFOR SIZE)STRUCT. BASE POINT
PAVEMENT (REF.
TO PAVEMENT
PLAN FOR TYPE)
PLAN
4'-0"' MIN. (REF. TO DETAIL I -
SHEET CD5.0 FOR SIZING)
6" MIN. (REF. TO DETAIL I -
SHEET CD5.0 FOR SIZING)
6" MIN. (REF. TO DETAIL I -
SHEET CD5.0FOR SIZING)
CURB GUTTER
LINE
CURB AND GUTTER (REF.
TO SITE PLAN FOR SIZE)
#4 DOWELS, SPACING
TO MATCH TOP
SLAB REINFORCING
INSIDE WALL
WIDTH
MIN. SLAB
THICKNESS SLAB REINFORCING
4' - 0"6"# 4'S @ 8" O.C. E.W.
6' - 0"8"# 5'S @ 9" O.C. E.W.
7' - 0"8"# 5'S @ 9" O.C. E.W.
8' - 0"10"# 5'S @ 9" O.C. E.W.
PLAN
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4 " CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY DUTY (H20)TRAFFIC RATING.
4. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS OTHERWISE
SPECIFIED.
5. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT ARE AT 4 FEET IN DEPTH AND
GREATER (FROM INVERT TO TOP OF COVER). STEPS AND LADDERS SHALL CONFORM TO THE REQUIREMENTS
OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
6. PRIOR TO AND DURING PLACEMENT OF PAVEMENT IN FRONT OF INLETS, THE CONTRACTOR SHALL PROVIDE
POSITIVE DRAINAGE AT ALL TIMES.
7.DETAIL SHOWS MINIMUM STRUCTURE SIZE: STRUCTURE SHALL BE SIZED WITH RESPECT TO THE PROPOSED
PIPE SIZES, NUMBER AND GEOMETRY OF PIPES SHOWN ON THE DRAINAGE PLAN.
A
INSIDE WALL
WIDTH
MIN. SLAB
THICKNESS SLAB REINFORCING
4' - 0"6"# 4'S @ 8" O.C. E.W.
6' - 0"8"# 5'S @ 9" O.C. E.W.
7' - 0"8"# 5'S @ 9" O.C. E.W.
8' - 0"10"# 5'S @ 9" O.C. E.W.
4'-0" MIN. (SEE DETAIL I -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
SECTION A
4'-0"' MIN. (SEE DETAIL I -
SHEET CD5.0 FOR STRUCTURE
BASE AND SIZING)
6" MIN. (SEE DETAIL I -
SHEET CD5.0 FOR AND SIZING)
6" MIN. (SEE DETAIL I -
SHEET CD5.0 FOR AND SIZING)
LID AND FRAME
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
CORNER
COLUMN (TYP.)
#4 BAR @ CENTER
OF COLUMN
ISOMETRIC VIEW
CORNER
COLUMN (TYP.)
SEE TABLE
TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
LID AND FRAME
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I.
MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4"
CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE
CONSTRUCTED PER HEAVY DUTY
(H20)TRAFFIC RATING.
4. ALL REINFORCEMENT BARS SHALL BE
GRADE 60 AND SHALL HAVE A MINIMUM 2"
COVER UNLESS OTHERWISE SPECIFIED.
5. MANHOLE STEPS ARE REQUIRED IN STORM
DRAIN STRUCTURES THAT ARE AT 4 FEET IN
DEPTH AND GREATER (FROM INVERT TO TOP
OF COVER). STEPS AND LADDERS SHALL
CONFORM TO THE REQUIREMENTS OF OSHA
STANDARDS, U.S. DEPARTMENT OF LABOR.
6. PRIOR TO AND DURING PLACEMENT OF
PAVEMENT IN FRONT OF INLETS, THE
CONTRACTOR SHALL PROVIDE POSITIVE
DRAINAGE AT ALL TIMES.
7.DETAIL SHOWS MINIMUM STRUCTURE SIZE:
STRUCTURE SHALL BE SIZED WITH RESPECT
TO THE PROPOSED PIPE SIZES, NUMBER
AND GEOMETRY OF PIPES SHOWN ON THE
DRAINAGE PLAN.
6"'
MIN.
REF. TO DRAINAGE
PLAN FOR OPENING
SIZE (6" MIN.)
6"'
MIN.
REF. TO TABLE
PLAN
WHEN OPENING IS OVER 8"
INSTALL REBAR TRASH RACK
(CENTERED IN OPENING)
WHEN OPENING IS OVER 8"
INSTALL REBAR TRASH RACK
(CENTERED IN OPENING)
LID AND FRAME
#5 BAR x 3'-0"±
DIAGONAL - (4) REQ'D
STEP (REF.
TO NOTE 5)
STRUCT. BASE POINT
REF. TO TABLE
REF. TO GRADING
PLAN FOR SLOPE
STRUCT. BASE POINT
A
CIRCULAR COMBO INLET DETAIL
NOT TO SCALEA
RECTANGULAR COMBO INLET DETAIL
NOT TO SCALEB 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDGRADING & DRAINAGE DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD5.3
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:42:42 PM to pdf-xchange.pc3 by Jon B.AREA INLET DETAIL
NOT TO SCALEC ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
(REFER TO DETAIL [D224] FOR
STRUCTURE BASE)
SECTION A
NOTES:
1. ALL CONCRETE SHALL BE 4,000 P.S.I. MINIMUM.
2. ALL EXPOSED CORNERS TO HAVE 3 4" CHAMFER.
3. ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED PER HEAVY DUTY (H20)TRAFFIC RATING.
4. ALL REINFORCEMENT BARS SHALL BE GRADE 60 AND SHALL HAVE A MINIMUM 2" COVER UNLESS
OTHERWISE SPECIFIED.
5. MANHOLE STEPS ARE REQUIRED IN STORM DRAIN STRUCTURES THAT ARE AT 4 FEET IN DEPTH AND
GREATER (FROM INVERT TO TOP OF COVER). STEPS AND LADDERS SHALL CONFORM TO THE
REQUIREMENTS OF OSHA STANDARDS, U.S. DEPARTMENT OF LABOR.
INSIDE WALL
WIDTH
MIN. SLAB
THICKNESS SLAB REINFORCING
4' - 0"6"# 4'S @ 8" O.C. E.W.
6' - 0"8"# 5'S @ 9" O.C. E.W.
7' - 0"8"# 5'S @ 9" O.C. E.W.
8' - 0"10"# 5'S @ 9" O.C. E.W.
STEP (REF.
TO NOTE 5)
STRUCT. BASE POINT
TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
STEP (REF.
TO NOTE 5)
"UNPAVED AREAS"
(REF. TO GRADING PLAN)6"'MIN.ADJUST TO GRADE WITH BRICK,
BLOCK STRETCHER COURSE
OR PRE-CAST RINGS (12" MAX.)
#4 DOWELS, SPACING TO
MATCH TOP SLAB REINFORCING
#4 DOWELS, SPACING TO
MATCH TOP SLAB
REINFORCING
12'-0"'6'-0"'4'-0"' CIRCULAR
MANHOLE
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
4'-0"'
6" MIN.6" MIN.
STRUCT.
BASE POINT
A
B
PLAN
12'-0"'4'-0"'6" MIN.
6" MIN.
SECTION B
STRUCT. BASE POINT
TOP OF STRUCTURE
POINT REF. TO DRAINAGE
PLAN FOR ELEV.
HEAVY DUTY (H2O) TRAFFIC
RATED LID AND FRAME
"UNPAVED AREAS"
(REF. TO GRADING PLAN)6"'MIN.ADJUST TO GRADE WITH BRICK,
BLOCK STRETCHER COURSE
OR PRE-CAST RINGS (12" MAX.)
(REFER TO DETAIL [D224] FOR
STRUCTURE BASE)
#4 DOWELS, SPACING TO
MATCH TOP SLAB REINFORCING
#4 DOWELS, SPACING T
MATCH TOP SLAB
REINFORCING
4'-0"' CIRCULAR
MANHOLE
4'-0"' x 12'-0" BOX
PROPOSED WEIR
A
UNDERGROUND
DETENTION PIPES
(REF. TO DRAINAGE
PLAN FOR TYPE & SIZE)
OUTFALL PIPE
(REF. TO DRAINAGE
PLAN FOR TYPE & SIZE)
DRAINAGE STRUCTURE
(REF. TO DETAIL A - SHEET CD5.4)DRAINAGE STRUCTURE
(REF. TO DETAIL A - SHEET CD5.4)
BOTTOM OF POND = 289.20
4" ORIFICE = 289.20
4" ORIFICE
SECTION A
2-YR WSE = 290.70
5-YR WSE = 290.88
10-YR WSE = 291.02
100-YR WSE = 291.21
EMERGENCY WEIR = 291.20
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDGRADING & DRAINAGE DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD5.4
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 7/12/2021 1:03:05 PM to pdf-xchange.pc3 by Jon B.JUNCTION BOX DETAIL
NOT TO SCALEA
OUTFALL STRUCTURE INSERT DETAIL
NOT TO SCALEB ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
GASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
GAS
GAS
UGE U G E
8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSY12"W12"W12"W12"W12"W12"W1 2 "W 12"W 12"W8"W
8"W
8"W
8"W
8"W
8"W
FOFOFOFOFOFOFOFO
FO
FO FORemaining Lot 1
25,929 Square Feet
0.60 AcresChenoneau Blvd.100' Public R/WCantrell Road(Arkansas Hwy 10)
Public R/W Varies
Sanitary manhole
R im:311.12
FL:299.12 (W)
FL:299.02 (N)
Sanitary manhole
R im:285.97
FL:275.77 (S)
10' Easement
Doc. 96-7594
E xception 15
30' Easement
Doc. 96-7594
Ex. 15
10' Easem ent
Doc. 96-7594
Exception 15
Sanitary manhole
Rim :291.73
FL:279.03 (S)
FL:278.83 (N)
10' G as E asem ent
D oc. 95-15582
Exception 14
Parcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
Existing Shared
D evelopment
Sign
Existing Shared
D evelopment
Sign
Benchmark № 1
Point of Beginning 2620K UNLEADED12K DIESEL512K PREMIUMFV412K E-85FVFVFVD
D
2 " WT R 2" WTR2" WTR2" WTRUGEUGEUGE UGE UGE UGE UGE UGE UGE U G E UGEUGEUGTUGTUGTUGTUGTUGTPROPOSED
KUM & GO STORE
BISTRO-RP-2021V1
3,968 SF
F.F.E.=308.44
COPPER PIPE SHALL
BE USED FOR
DOMESTIC SERVICE
208 LF 4" SCH-40 PVC @ 2.00% MIN.
CONTRACTOR SHALL FIELD
VERIFY EXACT LOCATION OF THE
EXISTING ELECTRIC LINE AND
CONNECT PER THE UTILITIES
STANDARDSRPZPROPOSED RPZA
RPZIRRIGATION
METER
±162 LF SEGMENTAL
RETAINING WALL
(REF. TO PLANS BY OTHERS)
D
D
TAP AND METER ASSEMBLY
WILL BE INSTALLED BY
CENTRAL ARKANSAS WATER
CONNECTION
TO BUILDING
N IE. OUT: 304.27
CONNECTION
TO BUILDING
N IE. OUT: 304.27
(4)
14 LF
4" SCH-40 PVC
@ 2.00%
14 LF
4" SCH-40 PVC
@ 2.00%
0
N
S
EW
NW NE
SW SE
GRAPHIC SCALE IN FEET | 1in = 20ft
20 40 60102010
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDUTILITY PLAN07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
C6.0
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 design_001.dwg - Plotted on 7/10/2021 9:07:36 PM to pdf-xchange.pc3 by Jon B.DOMESTIC WATER QUALITY UNITS
GRAINS OF HARDNESS:79 mg/l
TOTAL DISSOLVED SOLIDS: 116 mg/l ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLERPROPOSED FEATURES REFER TO SURVEY FOR EXISTING FEATURES
PROPERTY LINE
SUBDIVISION / OUTPARCEL PROPERTY LINE
EDGE OF ASPHALT
EDGE OF GRAVEL
CONCRETE CURB AND GUTTER |REFER TO SITE PLAN FOR TYPE AND SIZE
FENCING |REFER TO SITE PLAN FOR TYPE AND SIZE
SITE LIGHTING | REFER TO ELECTRICAL PLAN FOR TYPE, SIZE & DETAILS
STORM SEWER |REFER TO PLAN FOR TYPE AND SIZE
SEWER LINES |REFER TO PLAN FOR TYPE AND SIZE
XX" WTR WATERLINES |REFER TO PLAN FOR TYPE AND SIZE
UGE UNDERGROUND ELECTRIC SERVICE
OHE OVERHEAD ELECTRIC SERVICE
UGT UNDERGROUND TELEPHONE SERVICE
OHT OVERHEAD TELEPHONE SERVICE
FO FIBER OPTIC CABLE SERVICE
GAS SERVICE
DRAINAGE STRUCTURES | REFER TO GRADING PLAN FOR TYPE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
UTILITY POLE
FIRE HYDRANT |REFER TO PLAN FOR BOLLARD COUNT
WATER LINE TEE, BEND, VALVE, AND PLUG
XX LF TYPE @ XX%
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY CONSTRUCTION DIVISION TO SCHEDULE A
PRE-CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK ON THIS PROJECT.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS.
2. ALL PROPOSED UTILITIES SHALL HAVE A BURY DEPTH OF COVER OVER TOP OF THE PIPE AT LEAST 6" (INCHES)
BELOW LEVEL OF MAXIMUM FROST PENETRATION, OR AS REQUIRED BY REGULATORY AUTHORITY HAVING
JURISDICTION, WHICHEVER IS DEEPER. IF PIPE IS INSTALLED IN AN EXCAVATED “CUT” SECTION PRIOR TO
COMPLETION OF GRADING OPERATIONS, PIPE SHALL BE INSTALLED SO THAT MINIMUM REQUIRED COVER WILL
EXIST UPON COMPLETION OF GRADING OPERATIONS.
3. FOR PROPOSED UTILITIES INSTALLATION SHALL BE COORDINATED AND APPROVED BY THE REGULATORY
AUTHORITY HAVING JURISDICTION.
4. THE EXISTING UTILITIES, OBSTRUCTIONS AND STRUCTURES SHOWN ON THE SE PLANS ARE FROM THE BEST
AVAILABLE RECORDS. THE CONTRACTOR SHALL CALL THE STATE ONE-CALL SYSTEM OR DESIGNATED UTILITY
COMPANY PRIOR TO CONSTRUCTION AND ALL EXISTING UTILITIES, OBSTRUCTIONS AND STRUCTURES SHALL BE
LOCATED AND FIELD VERIFIED AT NO ADDITIONAL COST BY THE CONTRACTOR TO THEIR SATISFACTION PRIOR TO
CONSTRUCTION OF THE PROPOSED UTILITIES AND STRUCTURES. NECESSARY PRECAUTIONS SHALL BE TAKEN BY
THE CONTRACTOR TO PROTECT EXISTING SERVICES AND MAINS, AND ANY DAMAGE TO THEM SHALL BE REPAIRED
IMMEDIATELY AT THE CONTRACTORS EXPENSE.
5. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY
OWNERS.
6. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION WORK WHICH IS REQUIRED TO
COMPLETE THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH
WORK.
7. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE
APPROPRIATE UTILITY COMPANY'S SPECIFICATIONS AND ALL UTILITY DISCONNECTION'S SHALL BE COORDINATED
WITH THE DESIGNATED UTILITY COMPANIES.
8. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN
RECEIVED BY THE ENGINEER FROM THE APPROPRIATE REGULATORY AUTHORITY AND CONTRACTOR HAS BEEN
NOTIFIED BY THE ENGINEER.
9. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY
OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION
AND ALL UTILITY CROSSINGS AND INFORM OZARK CIVIL ENGINEERING, INC. AND THE DEVELOPER AND/OR OWNER
OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48
HOURS PRIOR TO CONSTRUCTION. OZARK CIVIL ENGINEERING, INC. AND ITS CLIENTS SHALL BE HELD HARMLESS IN
THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.
10. UNLESS OTHERWISE SPECIFIED OR REQUIRED BY THE REGULATORY AUTHORITY HAVING JURISDICTION, WHICHEVER
IS MORE STRINGENT; ALL MATERIAL USED FOR WATERLINES 6" AND LARGER SHALL BE AT A MINIMUM PVC, C900,
CLASS 150, DR 18
11. ALL WATER LINE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING PER RWU DETAIL WD-1 /20 OR APPROVED
EQUIVALENT ANCHOR. (REFER TO DETAIL SHEETS)
12. FIRE HYDRANT AND ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH THE REGULATORY AUTHORITY HAVING
JURISDICTION OVER THE WATER SYSTEM. (REFER TO DETAIL SHEETS).
13. ALL FIRE HYDRANTS SHALL BE PROVIDED WITH AN APPROVED GATE VALVE A MAXIMUM OF 5'-0" FROM HYDRANT
OR PER THE REQUIREMENTS OF THE REGULATORY AUTHORITY HAVING JURISDICTION.
14. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE PER THE
REQUIREMENTS OF THE REGULATORY AUTHORITY HAVING JURISDICTION.
15. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS
10' (FEET). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER
LINE IS 18" (INCHES).
16. ALL WATER AND SANITARY LEADS TO BUILDING SHALL END 5' (FEET) OUTSIDE THE BUILDING LIMITS AS SHOWN ON
PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END. (UNLESS OTHERWISE SPECIFIED).
17. ALL WATER AND SEWER LINE PIPE BEDDING SHALL BE INSTALLED PER PER THE REQUIREMENTS OF THE
REGULATORY AUTHORITY HAVING JURISDICTION.(REFER TO DETAIL SHEETS).
18. CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER AND SEWER MAIN LINES WITHOUT
PRIOR APPROVAL FROM THE CITY'S INSPECTOR. CONTRACTOR IS RESPONSIBLE FOR AVOIDING SPILLAGE OF RAW
SEWAGE. CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND PUMPING EQUIPMENT NECESSARY TO AVOID
SPILLAGE. CONTRACTOR SHALL NOT OPERATE VALVES ON EXISTING WATER MAINS.
19. UNLESS OTHERWISE SPECIFIED OR REQUIRED BY THE REGULATORY AUTHORITY HAVING JURISDICTION, WHICHEVER
IS MORE STRINGENT;
a. ALL MATERIAL USED FOR SEWERS 8" AND LARGER SHALL BE AT A MINIMUM SDR 26 PVC
b. ALL MATERIAL USED FOR SEWER SERVICE LINES SHALL BE SCHEDULE 40 PVC
20. FOR MANHOLES LOCATED WITHIN PAVED AREAS CONTRACTOR SHALL MATCH TOP OF PROPOSED SANITARY SEWER
MANHOLE TO PROPOSED GRADES. IF A DISCREPANCY OCCURS BETWEEN PROPOSED GRADES AND PROPOSED
STRUCTURE TOPS, THE GRADING SHALL GOVERN. IF THE DISCREPANCY IS MORE THAN 4 INCHES, THE
CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD.
21. IF SANITARY SEWER MANHOLE IS LOCATED IN A GRASS AREA OR SLOPE. CONTRACTOR SHALL CONSTRUCT
MANHOLE TOP TO AN ELEVATION 6 INCHES HIGHER THAN THE PROPOSED GRADES. IF THIS CANNOT BE ACHIEVED
THEN CONTRACTOR SHALL USE A WATER TIGHT MANHOLE RIM AND COVER THAT MEETS OR EXCEEDS THE
OWNER'S/DEVELOPER'S STANDARD SITE SPECIFICATIONS.
22. ALL UTILITIES, INCLUDING STORM SEWER, SHOWN WITHIN PUBLIC EASEMENTS OR RIGHT OF WAYS SHALL BE
CONSTRUCTED TO THE GOVERNING AGENCY'S SPECIFICATIONS. ALL OTHER UTILITIES SHALL BE CONSTRUCTED TO
THE CLIENT'S SPECIFICATIONS, THE REQUIREMENTS OF THE REGULATORY AUTHORITY HAVING JURISDICTION, OR
FOLLOW THE "10 STATE STANDARDS RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES, CURRENT
EDITION" WHICHEVER IS MORE STRINGENT. IF THERE IS A QUESTION AS TO WHICH SPECIFICATIONS SHOULD APPLY
THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD.
23. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES ON ADJUSTING EXISTING UTILITY LINE AS REQUIRED
BY CUT AND FILL AT NO ADDITIONAL COST TO THE OWNER.
24. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD AND ARCHITECT SHOULD ANY LIGHT POLE OR SIGN
FOUNDATIONS CONFLICT WITH ANY UTILITY AND / OR STORM SEWER SYSTEM.
25. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE ON FEES REQUIRED, AS WELL AS COST OF
UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING.
26. ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND, FROM ROAD RIGHT-OF-WAY
TO TRANSFORMER LOCATION. ASSOCIATED COST SHALL BE COVERED BY GENERAL CONTRACTOR. (UNLESS
OTHERWISE SPECIFIED).
27. UTILITY CONTRACTOR SHALL FURNISH TELEPHONE CONDUIT(S) AS SHOWN ON PLAN, VERIFY LOCATION OF TIE-IN
AT TELEPHONE COMPANIES SERVICE LINE. PROVIDE NYLON PULL CORD INSIDE CONDUIT.
28. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE MEASURED TO THE CENTERLINE OF PIPE OR FITTING, FACE OF
CURB, THE EDGE OF PAVEMENT, THE EDGE OF SIDEWALK THE FACE/CORNER OF THE BUILDING(S) .
29. REFER TO PLUMBING SHEETS FOR EXACT LOCATION OF SEWER, DOMESTIC, AND IRRIGATION CONNECTIONS.
30. ALL TRENCHING, PIPE LAYING, AND BACK FILLING PROCEDURES SHALL BE IN ACCORDANCE WITH FEDERAL OSHA
REGULATIONS.
31. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL REGULATORY AGENCIES HAVING JURISDICTION OVER THE
SYSTEM PRIOR TO INSTALLATION.
32. ALL WORK DONE WITHIN A PUBLIC RIGHT OF WAY OR OTHERWISE NOTED ON THE THESE PLANS SHALL BE
CONSTRUCTED TO THE GOVERNING AGENCY'S SPECIFICATIONS. IF ANY WORK DONE IS NOT PROTOTYPICAL OR
CONSTRUCTION CANNOT BE ACHIEVED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OZARK CIVIL
ENGINEERING, INC. FOR REVIEW AND APPROVAL
33. ALL WORK DONE ON-SITE SHALL BE CONSTRUCTED TO THE CLIENT'S SPECIFICATION OR REQUIREMENTS OF THE
REGULATORY AUTHORITY HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT. IF THERE IS A QUESTION AS
TO WHICH SPECIFICATIONS SHOULD APPLY THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD.
FLAG NOTES |Items labeled by the following symbols are shown on this sheet.
NOTE
DESIGNATOR
FLAG NOTES |
VS MAINTAIN A MINIMUM VERTICAL SEPARATION OF 24" BETWEEN
WATER AND SEWER LINES AND 18" BETWEEN ALL OTHER
UTILITIES
1 POINT OF CONNECTION. FIELD VERIFY DEPTH AND LOCATION
AND CONNECT PER LOCAL CODES
2 PAD MOUNTED TRANSFORMER, COORDINATE WITH LOCAL
UTILITY PROVIDER
3 4" PVC SCHEDULE 40 CONDUITS, SEE PLAN FOR QUANTITY
4 ELECTRIC CONNECTION TO BUILDING (REF. TO MEP PLANS FOR
EXACT LOCATION)
5 TELEPHONE CONNECTION TO BUILDING (REF. TO MEP PLANS
FOR EXACT LOCATION)
6 2" DOMESTIC WATER CONNECTION TO THE BUILDING (REF. TO
MEP PLANS FOR EXACT LOCATION)
7 IRRIGATION CONTROLLER TO BE LOCATED IN SUPPORT
ROOM. (REFER TO ELECTRICAL PLANS)
8 RAIN / FREEZE SENSOR TO BE MOUNTED ON METAL
MECHANICAL SCREEN AT REAR OF BUILDING. (SEE DETAIL G -
SHEET CD3.0)
9 1.5" IRRIGATION SERVICE OUT TO SYSTEM WITH RPZ (REF. TO
DETAIL C - SHEET L1.3)
11 INSTALL GREASE INTERCEPTOR WITH SAMPLE PORT AND
TRAFFIC RATED LIDS. PER LOCAL STANDARDS AND
SPECIFICATIONS. VENT BACK TO BUILDING. (REF. TO DETAIL A
SHEET CD6.0)
12 GREASE INTERCEPTOR VENT CONNECTION TO THE BUILDING
(REF. TO MEP PLANS FOR EXACT LOCATION)
10 4" SEWER CONNECTION TO THE BUILDING (REF. TO MEP PLANS
FOR EXACT LOCATION)
13 CLEAN OUT (REF. TO DETAIL C - SHEET CD6.0)
15 2" WATER SERVICE CONNECTION & METER
(REF. TO DETAIL WD-1/5)
16 1" WATER METER (REF. TO DETAIL WD-1/7)
LEGAL DESCRIPTION
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 14,
TOWNSHIP 2 NORTH, RANGE 14 WEST IN THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 1; THENCE ALONG THE WEST LINE OF
SAID LOT 1 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1004.93 FEET, AN ARC
LENGTH OF 52.78 FEET, A CHORD BEARING OF NORTH 3° 37' 35” EAST AND A CHORD
DISTANCE OF 52.77 FEET; THENCE CONTINUING ALONG THE WEST LINE SAID LOT 1 NORTH
2° 07' 15” EAST, 29.80 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 NORTH 2° 07' 15” EAST, 65.04 FEET; THENCE CONTINUING
ALONG THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING
A RADIUS OF 904.93 FEET, AN ARC LENGTH OF 187.71 FEET, A CHORD BEARING OF NORTH
3° 08' 42” EAST AND A CHORD DISTANCE OF 187.37 FEET; THENCE CONTINUING ALONG
THE WEST LINE OF SAID LOT 1 AROUND A TANGENT CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, AN ARC LENGTH OF 40.97 FEET, A CHORD BEARING OF NORTH 60°
57' 03” EAST AND A CHORD DISTANCE OF 36.54 FEET; THENCE SOUTH 72° 06' 07” EAST,
43.01 FEET; THENCE ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 78° 06' 03” EAST,
143.46 FEET; THENCE CONTINUING ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 72° 21'
03” EAST, 51.83 FEET; THENCE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 02° 58' 36”
WEST, 125.78 FEET; THENCE LEAVING THE EAST LINE OF SAID LOT 1 SOUTH 19° 57' 33”
WEST, 88.78 FEET; THENCE NORTH 89° 01' 45” WEST, 212.32 FEET; THENCE SOUTH 02° 07'
15” WEST, 5.00 FEET; THENCE NORTH 89° 01' 45” WEST, 42.01 FEET TO THE POINT OF
BEGINNING.
CONTAINS 65,739 SQUARE FEET OR 1.51 ACRES OF LAND, MORE OR LESS.
BENCHMARKS
BASIS OF BEARINGS:
ARKANSAS STATE PLANE COORDINATES (NORTH ZONE),
NAD 83 (2011).
BENCHMARK NO. 1: SQUARE CUT IN THE TOP OF CURB 134.33' NORTH AND 5.39' WEST OF
SE CORNER OF LOT 1.
ELEVATION 302.53 (NAVD 88)
FLOOD NOTE:
BY GRAPHIC SCALING ONLY THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X" AS
DETERMINED FROM THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE
RATE MAP, MAP NO. 05119C0312G EFFECTIVE DATE: JULY 06, 2015.
ITEM DESCRIPTION
1 4" ABS INLET PIPE*
2 4"x4"x2" TEE WITH 2" PIPE TO BUILDING VENT*
3 THREADED C/O CAP JOSAM 58860 OR APP EQUAL**
4 CONCRETE PAD
5 4"x4"x4" TWO-WAY CLEANOUT TEE*
6 4" ABS OUTLET*
7 4" - 6" GRAVEL BEDDING
8 HEAVY-DUTY CAST IRON FRAME AND COVER ***
9 CONCRETE ADJUSTMENT RINGS
10 REINFORCE AS REQUIRED FOR SERVICE CONDITIONS
11 4" ABS 90° ELBOW*
12 4" ABS TEE*
13 A-LOK OR PRESS SEAL PSX PIPE/WALL CONNECTOR
14 2" VENT PIPE (IDENTIFY PIPE TYPE, CLASS & JOINT AS REQUIRED
FOR PROJECT)
15 STAINLESS STEEL PIPE SUPPORT CLAMP ****
NOTES:
1. THREE COVERS AND RISERS SHOWN. TWO COVERS AND RISERS
CENTERED OVER UPPER TWO BAFFLES ARE OPTIONAL.
2. INTERCEPTOR SIZE - 1000 GAL MINIMUM (REVISE THE SIZE DIMENSIONS,
AS NEEDED, FOR LARGER CAPACITY INTERCEPTORS)
3. ALL JOINTS AT THE FRAME & COVER*, CONCRETE ADJUSTMENT RINGS
AND THE LID OF THE INTERCEPTOR SHALL BE SEALED WITH A MINIMUM
OF TWO (2) ROWS OF 3/4 TO 1 INCH PREFORMED BUTYL JOINT SEALER
AND A 6" BUTYL JOINT WRAP AROUND SLEEVE (EZ WRAP). THE ENDS OF
THE 6" EZ WRAP SHALL OVERLAP BY 12".
4. PIPING ON THE INTERIOR OF THE INTERCEPTOR SHALL BE ABS WITH
SOLVENT-CEMENTED JOINTS.
5. GREASE INTERCEPTOR INCLUDING ADJUSTMENT RINGS AND CASTINGS
SHALL BE VACUUM TESTED FOR WATER TIGHTNESS AFTER THE
BACKFILL OPERATIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
JCW TECHNICAL SPECIFICATIONS. A VACUUM OF 10 INCHES OF
MERCURY SHALL BE DRAWN AND WITH THE VACUUM PUMP SHUT OFF
THE MERCURY SHALL NOT DROP BELOW 9 INCHES WITHIN 1 MINUTE OR
BELOW 5 INCHES WITHIN 5 MINUTES.
8'-6"1'1'3"MIN.1'MIN.2' MIN.2'-6" MIN.3'-11"ALTERNATE
PIPE ENTRY*
ALTERNATE
PIPE EXIT*
SEE NOTE 3
SAMPLING PORT
TO BLDG VENT
15
13
12 1 8 6 11
15
13
14
3
4
8 3 4
2
13
11 5
15
6
10
710
1
15
13
12
9
* SHOW ONLY PIPE
ARRANGEMENT
REQUIRED
FOR SPECIFIC
PROJECT
INSTALLATION.
1. BEDDING SHALL BE CLASS I-A WORKED BY
HAND. IF GROUNDWATER IS ANTICIPATED,
THEN BEDDING SHALL BE CLASS I-B
COMPACTED TO 85% STANDARD PROCTOR.
(SEE SPECIFICATIONS FOR GRADATION)
2. HAUNCHING SHALL BE WORKED AROUND
THE PIPE BY HAND TO ELIMINATE VOIDS
AND SHALL BE CLASS I-A OR CLASS I-B OR
CLASS II COMPACTED TO 85% PROCTOR.
3. INITIAL BACKFILL SHALL BE CLASS I-A
WORKED BY HAND, OR CLASS I-B OR CLASS II
COMPACTED TO 85% STANDARD PROCTOR.
4. INITIAL BACKFILL NOT UNDER PAVED AREAS
CAN BE CLASS III COMPACTED TO 90%
STANDARD PROCTOR.
5. FINAL BACKFILL SHALL BE CLASS I, II OR III
COMPACTED AS NOTED IN NOTES 3 AND 4.
GENERAL NOTES:
6. FINAL BACKFILL NOT UNDER PAVED AREAS
CAN BE CLASS IV-A COMPACTED TO 95%
STANDARD PROCTOR.
7. ALL MATERIALS ARE CLASSIFIED IN
ACCORDANCE WITH ASTM D 2321-89.
8. ALL MATERIALS SHALL BE INSTALLED IN
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
WITH ASTM D 698. CLASS III AND IV-A
MATERIALS SHALL BE COMPACTED NEAR
OPTIMUM MOISTURE CONTENT.
9. FILL SALVAGED FROM EXCAVATION SHALL
BE FREE OF DEBRIS, ORGANICS AND ROCKS
LARGER THAN 3".
10. ALL TRENCH EXCAVATIONS SHALL BE
SLOPED, SHORED, SHEETED, BRACED, OR
OTHERWISE SUPPORTED IN COMPLIANCE
WITH OSHA REGULATIONS AND LOCAL
ORDINANCES. (SEE SPECIFICATIONS)
WATER LINE & FORCE MAIN SANITARY SEWER4"W
12" MIN.
18" MAX.
O.D.12" MIN.
18" MAX.4"FINALBACKFILLINITIALBACKFILL6"MIN.HAUNCHING
4" BEDDING MIN.
6" IN ROCK CUTS FINALBACKFILLINITIALBACKFILLHAUNCHING
4" BEDDING MIN.
6" IN ROCK CUTS
W
12" MIN.
18" MAX.
O.D.12" MIN.
18" MAX.6"MIN.PIPE SPRING LINE
UNDISTURBED EARTH
OR COMPACTED FILL
CAST IRON COVER LETTERS
"C.O." TO BE CAST IN COVER
HEAVY DUTY COVER
REQUIRED WHEN SUBJECT
TO TRAFFIC LOADINGFINISHED GRADE (REF.
TO GRADING PLAN)
2' x 2' x 4" THICK
4,000 P.S.I. CONCRETE PAD
FLUSH WITH FINISHED GRADE
CAST IRON CLEAN
OUT BOX WITH LID4"'THREADED PLUG
FEMALE ADAPTER
WASHED STONE
(TYPICAL)
WASHED STONE
(TYPICAL)
REFER TO UTILITY
PLAN FOR PIPE SIZE,
TYPE, AND ELEVATION
PLAN VIEW
SECTION A2'-0"'C.O.
COMBINATION
PLUG LINE IF
SERVICE LINE DOES
NOT CONTINUE
2'-0"'1'-0"' MIN.4" MIN.
A
MANHOLE
DIAMETER
(INCHES)
Maximum Pipe Diameter
(inches) for 2 Pipes
AT 180°
Separation
AT 90°
Separation
48 24 18
60 36 24
72 42 30
84 48 36
96 60 42DEPTH12" MIN.MANHOLE DIAMETER
8" MIN.12" MIN.6"MIN.TYPICAL SECTION
PLAN
1
STEPS (TYP.)
2
LOWEST
FLOWLINE
FLEXIBLE PIPE CONNECTION (TYP.)
CLASS 1 BEDDING MATERIAL
PRECAST BASE WITH
INTEGRAL RISER SECTION
PRECAST RISER SECTIONS
JOINT SEALANT (TYP.)
PRECAST TOP
SW-601 CASTING OR EQUIVALENT
CHIMNEY SEAL
ADJUSTMENT RINGS
LOCATION STATION
INVERT
1. FOR ADDITIONAL CONFIGURATIONS, MAINTAIN A
MINIMUM OF 12 INCHES OF CONCRETE BETWEEN
VERTICAL EDGES OF PIPE OPENINGS.
2. 12 INCH MINIMUM RISER HEIGHT ABOVE ALL PIPE
OPENINGS.
27" Ø
GREASE INTERCEPTOR
NOT TO SCALEA
SANITARY SEWER AND WATER LINE TRENCHING AND BEDDING
NOT TO SCALEB 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDUTILITY DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD6.0
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:43:14 PM to pdf-xchange.pc3 by Jon B.CLEAN OUT DETAIL
NOT TO SCALEC
SEWER MANHOLE DETAIL
NOT TO SCALED ARKANSASNo. 9504STATEOFREGISTEREDPROFESSIONALENGINEERTODDA.BUTLER
1'-6 14"1014"3'8"3'8"3'8"3'8"1'-4"1'-514"1'-334"3'1'-514"2'1'-312"2"A A
3'
TANKS
FILL LID
VENT
CURB ABOVE
CONCRETE
PAD ABOVE
EDGE OF TANK
PIT EXCAVATION
EDGE OF TANK
PIT EXCAVATION
PEA GRAVEL
BACKFILL
1 MIN.
1 MIN.
1 MIN.
1 MIN.1'1'4'1 MIN.
1 MIN.1'1'4'3'3'3'3'3'
3'3'3'3'3'
3'
3'4"MAX4"MAXEXCAVATION TYPE DETERMINED BY PETROLEUM CONTRACTOR
TOP OF PAVING
TOP OF SUBGRADE
PEA GRAVEL BACKFILL
TANKS
12" TANK BEDDING
EXCAVATION TYPE DETERMINED BY PETROLEUM CONTRACTOR
TOP OF PAVING
TOP OF SUBGRADE
PEA GRAVEL BACKFILL
TANKS
12" TANK BEDDING
20K
12K 12K 12K 12K
12K 12K 12K 12K
20K
1"0.08"MANHOLE
CONCRETE DRIVE 3'1' - 8" CENTER TO BACK OF CURB
BILL OF MATERIALS
ITEM DESCRIPTION
1 XP PIPE, 1.75" SECONDARY CONTAINED
2 FIBERGLASS TANK SUMP, 48" DIA
3 ENTRY BOOT, FLEXIBLE
4 TEST BOOT, 1.75" SECONDARY
5 UNION, 2"
6 BALL VALVE, 2"
7 SUBMERSIBLE PUMP
8 ATG PROBE CAP
9 MANHOLE, 44"
BILL OF MATERIALS
ITEM DESCRIPTION
1 XP PIPE, 1.75" SECONDARY CONTAINED
2 FIBERGLASS TANK SUMP, 48" DIA
3 ENTRY BOOT, FLEXIBLE
4 TEST BOOT, 1.75" SECONDARY
5 UNION, 2"
6 BALL VALVE, 2"
7 SUBMERSIBLE PUMP
8 ATG PROBE CAP
9 MANHOLE, 44"
4
8
7
2
9
6
5
3
1
8
7
2
9
3
4
6
5
1
SINGLE DISCHARGE DUAL DISCHARGE
BILL OF MATERIALS
ITEM DESCRIPTION
1 5 GALLON SPILL CONTAINER WITH DRAIN
2 4" TOP FILL CAP
3 4" SWIVEL ADAPTER
4 4" RISER PIPE, SCH40
BILL OF MATERIALS
ITEM DESCRIPTION
1 MANHOLE, 12"
2 4" VAPOR CAP
3 VAPOR ADAPTER
4 EXTRACTOR FITTING
5 3" VAPOR PIPING
6 2" VENT PIPING
7 4" RISER PIPE, SCH401"3
5 741"1
23
4 6
2
1
XXX XXX XXX XXX XXX
5 15 16"5 15 16"2"VARIES
6'
12"12"16"13'5 8"
9"5"
2"
4'
9"9 14"2"8"CL
BILL OF MATERIALS
ITEM DESCRIPTION
1 XP PIPE, 1.75" SECONDARY CONTAINED
2 DISPENSER SUMP, 36" x 17.25"
3 ENTRY BOOT, RIGID, 1.75" SECONDARY
4 TEST BOOT, 1.75" SECONDARY
5 TEE, STAINLESS STEEL, 1.75" XP
6 SHEAR VALVE
7 STABILIZER BAR KIT
8 FLEX CONNECTOR, 1 1/2" MALE NPT EZ x 1 1/2" MALE NPT x 18" LONG
1
3
4 5
76
8
2
4 3/8"4 3/8"
2'-2"
4'-2"
12"12"2"VARIES
SIDE 1 / A SIDE
SIDE 2 / B SIDE
DSL E85 PRE MID UNL
DSL E85 PRE MID UNL
DISPENSERGILBARCOENCORE SPOT
ELEVATIONS
TO BE NOTED
BOLLARD - TYP.
REFER TO CIVIL
PLANS
1'-11"4'4'1'-11"3'-7"10"1'-6"3'-7"10"1'-4"4'4'-2"
3'-10"
2'-2"2'-5"2'-5"TOP OF ISLAND TO BE
2" ABOVE HIGHEST
ELEVATION OF
SURROUNDING PAVEMENT
(TYP)
VARIESVARIES
VARIES
VARIES
1.5' DIAMETER4"SPREAD FOOTING
(REFER TO CANOPY PLANS)2.17'2.83'*SEE STANDARD BOLLARD DETAIL FOR ALL
OTHER CANOPY FOOTING OPTIONS
*SEE STANDARD BOLLARD DETAIL FOR ALL
OTHER CANOPY FOOTING OPTIONSVARIESSEE DETAIL B & C - SHEET CD3.1
FOR BOLLARD INFORMATION
CANOPY COLUMN
(NOTE: NOT IN SAME
PLANE AS BOLLARD)
NOTE:
SEE PLANS FOR
PAVEMENT SECTION
DETAILS
4,000 PSI PCC
CONCRETE MIN.
TYPICAL
18" DIAMETER
SONOTUBE
FOR BOLLARD
FOOTING
4' TYPICAL
4' MAX.1
SLOPE EXCAVATION
IN ACCORDANCE WITH
APPLICABLE REGULATIONS
2'
12" TANK BEDDING
22'3'GILBARCOENCORE4'-2"
3'-10"BOLLARD - TYP.
REFER TO CIVIL
PLANS
2'-1"10"1'-6"1'-8"4'1'-8"TOP OF ISLAND TO BE 2" ABOVE
HIGHEST ELEVATION OF
SURROUNDING PAVEMENT (TYP)
2'-2"
SPOT
ELEVATIONS
TO BE NOTED
2'-6"1'-11"2'-5"2'-5"VARIESVARIES
VARIES
VARIES
TANK OVERDIG PLAN (TYP.)
NOT TO SCALEA
TANK OVERDIG SECTION (TYP.)
NOT TO SCALEB
TANK LAYOUT DETAIL - TYPICAL BEHIND THE CURB
NOT TO SCALEC
TANK LID DETAIL
NOT TO SCALED
TANK INSTALLATION DETAIL - END
NOT TO SCALEE
M
ISLAND PIPING DETAIL
NOT TO SCALE
I
CANOPY COLUMN SPREAD FOOTING AT BOLLARD
NOT TO SCALE
J
DISPENSER SUMP - END VIEW
NOT TO SCALE
K
DISPENSER SUMP - SIDE 1
NOT TO SCALE
F
TANK SUMP DETAIL
NOT TO SCALE
H
TANK FILL
NOT TO SCALE G
TANK VENT
NOT TO SCALE
L
ISLAND DETAIL - DIESEL CANOPY CONFIG.
NOT TO SCALE
N
ISLAND DETAIL - STACKED
CANOPY CONFIGURATION
NOT TO SCALE
O
ISLAND DETAIL - STARTING GATE
CANOPY CONFIGURATION
NOT TO SCALE 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDPETRO DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD7.0
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:44:04 PM to pdf-xchange.pc3 by Jon B.
6"6"6"6"6"6"6"6"6"6"6"6"6"
6
"
6
"6"6"6"
PAINT LID AND CONCRETE PAINT LID AND CONCRETE PAINT LID AND CONCRETE
-- PRODUCT FILL TUBE CAP AND INNER
CONTAINMENT WALL WILL BE PAINTED
SAME COLOR AS LID
FUEL LID & SURROUNDING CONCRETE COLORS:
-- LOWEST OCTANE = WHITE
-- MIDDLE OCTANE = BLUE
-- HIGHEST OCTANE = RED
FUEL LID & SURROUNDING CONCRETE COLORS:
-- WHITE IF OCTANE IS LESS THAN OR EQUAL TO LOWEST 0-10% ETHANOL OCTANE
-- BLUE IF OCTANE IS LESS THAN OR EQUAL TO HIGHEST 0-10% ETHANOL OCTANE
-- RED IF OCTANE IS GREATER THAN OR EQUAL TO HIGHEST 0-10% ETHANOL OCTANE FUEL LID & SUROUNDING CONCRETE COLOR:
-- BLACK
-- TEXT COLOR = BLACK
FUEL LID & SUROUNDING CONCRETE COLOR:
-- YELLOW
-- TEXT COLOR = YELLOW OR BLACKCOW TAG DETAILS
-- COLOR = SAME AS LID
-- IF NO ETHANOL, TEXT DISPLAY = "NEAT"
-- IF ETHANOL, TEXT DISPLAY = ETHANOL % (e.g. "E10")
COW TAG DETAILS
-- COLOR = SAME AS LID
-- TEXT DISPLAY = "E15"COW TAG DETAILS
-- COLOR = BLACK
-- TEXT DISPLAY = "E85"
COW TAG DETAILS
-- COLOR = YELLOW
-- TEXT DISPLAY = "DIESEL"
NOTES:
-- COW TAG WILL BE INSTALLED/CONNECTED
IN EACH CONTAINMENT TO EITHER THE
RISER PIPE OR THE MOLDED TAB ON THE
INSIDE OF THE SPILL BUCKET RING
-- PRODUCT FILL TUBE CAP AND INNER
CONTAINMENT WALL WILL BE PAINTED
SAME COLOR AS LID
NOTES:
-- COW TAG WILL BE INSTALLED/CONNECTED
IN EACH CONTAINMENT TO EITHER THE
RISER PIPE OR THE MOLDED TAB ON THE
INSIDE OF THE SPILL BUCKET RING
-- PRODUCT FILL TUBE CAP AND INNER
CONTAINMENT WALL WILL BE PAINTED
SAME COLOR AS LID
NOTES:
-- COW TAG WILL BE INSTALLED/CONNECTED
IN EACH CONTAINMENT TO EITHER THE
RISER PIPE OR THE MOLDED TAB ON THE
INSIDE OF THE SPILL BUCKET RING
-- PRODUCT FILL TUBE CAP AND INNER
CONTAINMENT WALL WILL BE PAINTED
SAME COLOR AS LID
NOTES:
-- COW TAG WILL BE INSTALLED/CONNECTED
IN EACH CONTAINMENT TO EITHER THE
RISER PIPE OR THE MOLDED TAB ON THE
INSIDE OF THE SPILL BUCKET RING
VAPOR CAP & SURROUNDING CONCRETE COLORS:
-- COLOR = ORANGE
-- PRODUCT FILL TUBE CAP AND INNER
CONTAINMENT WALL WILL BE PAINTED
SAME COLOR AS LID
FUEL LID & SURROUNDING CONCRETE COLORS:
-- PURPLE
-- TEXT COLOR = BLACK
COW TAG DETAILS
-- COLOR = SAME AS LID
-- TEXT DISPLAY = "DEF"
NOTES:
-- COW TAG WILL BE INSTALLED/CONNECTED
IN EACH CONTAINMENT TO EITHER THE
RISER PIPE OR THE MOLDED TAB ON THE
INSIDE OF THE SPILL BUCKET RING
GASOLINE 0-10%
ETHANOL AND VAPOR CAPS GASOLINE 15% ETHANOL GASOLINE 85% ETHANOL DIESEL DEF
E85 DSL DEF
WHITE - 6A939 - SOLVENT BASED INVERTED STRIPING PAINT
DARK BLUE - 23N405 - SOLVENT BASED INVERTED STRIPING PAINT
RED - 6H084 - SOLVENT BASED INVERTED STRIPING PAINT
YELLOW - 6A938 - SOLVENT BASED INVERTED STRIPING PAINT
BLACK - 1F764 - SOLVENT BASED INVERTED STRIPING PAINT
ORANGE - 3BU14 - WATER BASED INVERTED STRIPING PAINT
PAINT SOURCED FROM GRAINGER
BROWN - 6KP18 - INDUSTRIAL CHOICE REGULAR AERESOL
SPRAY PAINT - SOLVENT BASED (W/CONFORT TIP)
PURPLE - 6YH13 - SOLVENT BASED PRECISION LINE MARKING PAINT
VFFFFF1'1'1'1'1'1'1'1'1'3.33'1.33'1.19'
***NUMBER OF FILL LIDS VARY DEPENDING ON STATE***
CONCRETE PAD
ABOVE
FILL LID VENT
CURB ABOVE
PAINTING DETAIL - TYPICAL
NOT TO SCALEA
PAINT COLOR - BY PRODUCT
NOT TO SCALEBREMOTE TANK FILL DETAIL
NOT TO SCALEC 3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDPETRO DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
CD7.1
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 details-001.dwg - Plotted on 6/28/2021 7:44:24 PM to pdf-xchange.pc3 by Jon B.
GASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
GAS
GAS
UGE U G E
8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSY12"W12"W12"W12"W12"W12"W1 2 "W 12"W 12"W8"W
8"W
8"W
8"W
8"W
8"W
FOFOFOFOFOFOFOFO
FO
FO FORemaining Lot 1
25,929 Square Feet
0.60 AcresChenoneau Blvd.100' Public R/WCantrell Road(Arkansas Hwy 10)
Public R/W Varies
Parcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
Existing Shared
Development
Sign
Existing Shared
Development
Sign
Benchmark № 1
Point of Beginning 2620K UNLEADED12K DIESEL512K PREMIUMFV412K E-85FVFVFVD
D
2 " WT R 2" WTR2" WTR2" WTRUGEUGEUGE UGE UGE UGE UGE UGE UGE U G E UGEUGEUGTUGTUGTUGTUGTUGT40.01' LANDSCAPEBUFFER25' LSCP.BUFFER
PROPOSED
KUM & GO STORE
BISTRO-RP-2021V1
3,968 SF
F.F.E.=308.44
25' LANDSCAPEBUFFERRPZRPZ±162 LF SEGMENTAL
RETAINING WALL
(REF. TO PLANS BY OTHERS)
D
DUA
CC
CC
KP KP
KP
UA UA UA
UA
UA
UA
KP
KP
JM
CC CC
JM JM JM JM
JM JM JM
JM
MS MS MS MS MS MS
JM JM
JM
JM
MS MS
MS MS
MS
MS
JM
JM
JM
JM
JM
JM
MS
MS
MS
MS
MS
MS
MS
MS
JM
JM
JM
JM
JM
JM
JM
JM
JM
3 MS
3 MS
3 MS
4 MS
20 LF
STEEL EDGING
0
N
S
EW
NW NE
SW SE
GRAPHIC SCALE IN FEET | 1in = 20ft
20 40 60102010
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDLANDSCAPE PLAN07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
L1.0
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 lscp_001.dwg - Plotted on 7/10/2021 9:14:00 PM to pdf-xchange.pc3 by Jon B.PROPOSED FEATURES REFER TO SURVEY FOR EXISTING FEATURES
PROPERTY LINE
SUBDIVISION / OUTPARCEL PROPERTY LINE
EDGE OF ASPHALT
EDGE OF GRAVEL
CONCRETE CURB AND GUTTER |REFER TO SITE PLAN FOR TYPE AND SIZE
X FENCING |REFER TO SITE PLAN FOR TYPE AND SIZE
UTILITY STRUCTURES | REFER TO UTILITY PLAN FOR TYPE
SITE LIGHTING | REFER TO ELECTRICAL PLAN FOR TYPE, SIZE & DETAILS
STORM SEWER |REFER TO PLAN FOR TYPE AND SIZE
SEWER LINES |REFER TO UTILITY PLAN FOR TYPE AND SIZE
XX" WTR WATERLINES |REFER TO UTILITY PLAN FOR TYPE AND SIZE
UGE UNDERGROUND ELECTRIC SERVICE
OHE OVERHEAD ELECTRIC SERVICE
UGT UNDERGROUND TELEPHONE SERVICE
OHT OVERHEAD TELEPHONE SERVICE
FO FIBER OPTIC CABLE SERVICE
GAS GAS SERVICE
RIP RAP |REFER TO EROSION CONTROL PLANS FOR TYPE AND SIZE
NATIVE, DROUGHT TOLERANT, SEEDED TURF AREA.
NATIVE, DROUGHT TOLERANT, SODDED TURF AREA
PER KUM & GO SPECIFICATIONS.
DRAINAGE STRUCTURES | REFER TO GRADING PLAN FOR TYPE
WATER LINE TEE, BEND, VALVE, AND PLUG
4"-6" ROUNDED RIVER BED GRAVEL MULCH AT 8" MIN. DEPTH
XX LF TYPE @ XX%
GENERAL FEATURES
LANDSCAPING FEATURES
STEEL EDGING
SOIL MEDIA (SEE DETAIL F - SHEET C5.2)
LANDSCAPE BUFFER AREA
GENERAL NOTES
1. THE CONTRACTOR SHALL FOLLOW ALL LOCAL CODES THAT PERTAIN TO LANDSCAPE INSTALLATION, AND SHALL
NOTIFY THE LANDSCAPE ARCHITECT (LA) OR DESIGNATED REPRESENTATIVE (DR) REGARDING ANY DISCREPANCIES
BETWEEN LOCAL CODES, PLANS, AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL NOTIFY (LA) OR (DR) OF ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING.
3. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES,
UNDERGROUND UTILITIES AND SITE LIGHTING CONDUITS WITHIN THE PROJECT SITE BEFORE LANDSCAPE
CONSTRUCTION BEGINS.
4. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND ALL DEBRIS ASSOCIATED WITH THE
WORK AT ALL TIMES. ALL UNUSED MATERIALS AND DEBRIS SHALL BE REMOVED FROM THE SITE.
5. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM A WATER PERMEABILITY TEST TO DETERMINE SOIL QUALITY.
TEST IS PERFORMED BY DIGGING A SHARP SHOOTER SPADE 18" (INCHES) INTO THE GROUND. FILL THE HOLE WITH
WATER. RETURN TO THE TEST SITE AFTER 18 HOURS TO VISUALLY CONFIRM IF THE HOLE STILL RETAINS WATER.
IF THE HOLE RETAINS WATER, THE SOIL IS DETERMINED TO BE TO POOR FOR PLANTING CONDITIONS. TO REMEDY
POOR SOIL CONDITIONS, THE CONTRACTOR SHALL BE REQUIRED TO OVER EXCAVATE THE SOIL TO THE DEPTH OF
THE ROOT BALL AND REPLACE THE SOIL WITH QUALITY PLANTING SOIL AS SPECIFIED ON THE PLANS PRIOR TO
PLANTING TREES OR SHRUBS.
6. ALL LANDSCAPE MATERIALS TO BE WATERED BY CONTRACTOR UNTIL ESTABLISHED.
7. PLANT MATERIAL:
a. SHALL BE INSTALLED BY THE CONTRACTOR PER DETAILS (REFER TO DETAIL SHEETS) AND CLIENT'S
SPECIFICATION OR REQUIREMENTS OF THE REGULATORY AUTHORITY HAVING JURISDICTION WHICHEVER IS
MORE STRINGENT.
b. THE CONTRACTOR ACCEPTS ALL LIABILITY FOR THE INSTALLATION LANDSCAPING DEPICTED ON THESE PLANS
AND SHALL BE GUARANTEED FOR A PERIOD OF 24 MONTHS AFTER SUBSTANTIAL COMPLETION LETTER IS
ISSUED AND/OR ACCEPTANCE OF FINISHED JOB. ALL DEAD OR DAMAGED PLANT MATERIAL SHALL BE REPLACED
ONE TIME WHEN DISCOVERED AT THE CONTRACTOR'S EXPENSE.
c. QUALITY SHALL COMPLY TO THE HIGHEST STANDARDS IN THE NURSERY INDUSTRY. GRASS SOD AND PLANTS
SHALL BE REASONABLY CLEAN AND FREE OF WEEDS, PESTS, DISEASES.
d. SHALL NOT BE PLANTED IN FROZEN GROUND.
8. ANY EXISTING TREES DESIGNATED TO BE SAVED MUST BE PRESERVED DURING CONSTRUCTION.
9. ALL PLANTING BEDS AND TREE PLANTING PITS TO BE FILLED WITH A MIXTURE OF 30% COMPOST (COW, MUSHROOM
OR COTTON BUR), 20% PEAT MOSS AND 50% TOPSOIL BY VOLUME. ALSO, MIX IN 1LB 10-20-10 SLOW RELEASE PLANT
FERTILIZER PER 10 SQ FT. OR AS RECOMMENDED BY THE SOIL ANALYSIS.
10. STAKES FOR TREE SUPPORT SHALL BE STEEL "T" BAR FENCE POST, 6' LONG, PAINTED DARK GREEN WITH TOP 6"
PAINTED WHITE. TREE TIE SYSTEMS SHALL BE EASILY ADJUSTABLE, STRONG IN ALL WEATHER, AND EASILY
ATTACHED AND REMOVED. HOSE AND WIRE ARE NOT ACCEPTABLE FOR STAKED TREES. TREE TIE SYSTEMS SHALL
BE 20" DEWITT (BLACK) TREE STRAP/SLING TSL-BX (60 PER CASE) OR APPROVED EQUAL-NO PLASTIC TIES
ALLOWED. WIRE: 14 GAUGE ELECT. FENCE WIRE.
11. ALL PLANTING BEDS AS DESIGNATED ON THESE PLANS SHALL BE BORDERED BY 18" x 4" PAINTED BROWN STEEL
EDGING AND RYERSON OR APPROVED EQUAL WITH INTEGRATED STAKES THROUGH SLOTS IN THE EDGING. (REFER
TO DETAIL SHEETS FOR ACCEPTED EDGING MATERIAL).
12. MULCH ALL TREE PLANTINGS AND PLANTING BEDS WITH 4" OF EITHER SHREDDED HARDWOOD BARK MULCH OR
CYPRESS MULCH. IN THE SEASONAL FLOWER BEDS USE EITHER CYPRESS OR PINE BARK MULCH; DO NOT USE
HARDWOOD MULCH IN SEASONAL FLOWER BEDS.
13. ALL PLANTING AREAS SHALL RECEIVE A THREE INCH (3") TOP DRESSING OF MULCH OVER A 10 MIL WEED MAT
EQUAL TO "WEEDBLOCK" FABRIC BY "EASY GARDENER'" OR DEWITT WEED BARRIER. SINGLE TREES OR SHRUBS
SHALL BE MULCHED TO THE OUTSIDE EDGE OF THE SAUCER OR LANDSCAPE ISLAND (REFER TO PLANTING DETAILS).
14. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION, EXCEPT THOSE OCCUPIED BY BUILDINGS, STRUCTURES, OR
PAVING SHALL BE GRADED SMOOTH AND 4" (INCHES) OF TOPSOIL APPLIED. (REFER TO THE EROSION CONTROL
DETAIL SHEET(S) FOR TOPSOIL AND SEEDING SPECIFICATIONS).
15. CONTRACTOR SHALL FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH 10-10-10 TIME RELEASE FERTILIZER.
16. LANDSCAPE CONTRACTOR SHALL OBTAIN AN ORIGINAL PRINT OF THIS PLAN TO ENSURE THAT ALL LINE WEIGHTS,
LINE TYPES AND SHADED COLORS ARE COMPLETELY LEGIBLE AS ORIGINALLY PRINTED.
SYM. KEY QTY COMMON NAME ROOT
BALL SIZE SPACINGBotanical Name
UA 7 PRINCETON ELM - SHADE TREE B&B 2.5" - 8'
MIN.AS SHOWNUlmus americana 'Princeton'
KP 4 GOLDEN RAIN TREE B&B 2.5" - 8'
MIN.AS SHOWN
Koelreuteria paniculata
CC 4
OKLAHOMA RED BUD -
ORNAMENTAL B&B 2" - 6'
MIN.AS SHOWN
Cercis canadensis
JM 30
PRIMROSE JASMINE
Cont. 5 GAL AS SHOWNJasminium mesnyi
MS 29
MAIDEN GRASS
Cont. 3 GAL AS SHOWNMiscanthus sinensis
CITY NOTES & REQUIREMENTS
VEHICULAR PARKING INFORMATION
TOTAL PARKING SPACES PROVIDED .............................................................
TOTAL VEHICULAR USE PARKING AREA ........................................................
8% OF TOTAL VEHICULAR PARKING AREA......................................................
TOTAL VEHICULAR USE AREA GREENSPACE PROVIDED (9%)..........................
PARKING LOT SCREENING REQUIREMENTS
1 TREE PER 30 L.F. OF PERIMETER VEHICULAR USE AREA
3 SHRUBS PER 30 L.F. OF PERIMETER VEHICULAR USE AREA
19 SPACES
13,525 S.F.
1,082 S.F.
1,216 S.F.
PLANT SCHEDULE
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDLANDSCAPE DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
L1.1
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 lscp_001.dwg - Plotted on 7/10/2021 9:14:10 PM to pdf-xchange.pc3 by Jon B.TREE PLANTING DETAIL
NOT TO SCALEA
PL202100041
NOTES:
1. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND
BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,
DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
2. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. REFER TO [D402] FOR STAKING
DETAIL.
3. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL.
4. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOILS. ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC
MATERIAL TO THE EXISTING SOIL.
NOTES:
1. STAKE TREES ONLY UPON THE APPROVAL OF
THE LANDSCAPE ARCHITECT. REFER TO [D402]
FOR STAKING DETAIL
2. EXCAVATED SLOPES SHALL NOT EXCEED
MAXIMUM ALLOWABLE SLOPE PER SITE
CONSTRUCTION PLANS.
NOTES
1. WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES
65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE.
2. TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK
MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND
BUFFER ALL BRANCHES FROM THE WIRE.
3. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS
ARE EXPOSED.
4. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST
THE TREE TRUNK IS A MINIMUM OF 0.5 INCHES.
5. REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE
PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF
THE FIRST GROWING SEASON AFTER PLANTING BY CONTRACTOR.
6. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING
SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT
THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT
REMAIN STRAIGHT.
a.TREES WITH POOR - QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER
THAN STAKE.
b.TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN
STAKE.
c.PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING
PROCEDURE.
d.ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING.
e.ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE.
f.TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE.120°TREE STAKING PLAN
TREES 3" CAL. AND UP
NOTES:
1. SETTLE PLANT BY FILLING PLANTING PIT WITH WATER USING HOSE OR
BUCKET.
2. WATER THOROUGHLY AFTER INSTALLATION.
3. FOR PLANTING BED INSTALLATION, EXCAVATE ENTIRE SHRUB BED AS
SHOWN ON PROJECT DRAWINGS.
NOTES:
1. STEEL OR ALUMINUM SHALL BE THE
ONLY ACCEPTABLE MATERIALS USED
FOR LANDSCAPE EDGING UNLESS
OTHERWISE NOTED.
2. EDGING SHALL BE 3/16" WIDE BY 4"
DEEP FOR ALL TYPES
3. STAKES SHALL BE TAPERED STEEL,
MINIMUM OF 15" FOR STEEL EDGING
OR ALUMINUM, ASTM B 221 (ASTM B
221M), ALLOY 6061-T6 18" WIDE BY 12"
LONG FOR ALUMINUM EDGING.
4. FINISH SHALL BE STANDARD
MANUFACTURERS PAINT, POWDER
COAT, NATURAL FINISH OR AS
INDICATED ON DRAWING.
MARK THE NORTH SIDE OF THE TREE IN THE NURSERY,
AND ROTATE TREE TO FACE NORTH AT SITE WHEN
EVER POSSIBLE.
EACH TREE MUST BE PLANTED SUCH THAT THE
TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT
BALL. TREES WHERE THE TRUNK FLARE IS NOT
VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP
OF THE ROOT BALL WITH SOIL.
SET TOP OF ROOT BALL FLUSH TO GRADE OR 1 - 2
INCHES HIGHER IN SLOWLY DRAINING SOILS.
4 INCHES HIGH EARTH SAUCER BEYOND EDGE OF
ROOT BALL
10 MIL. WEED MAT (SECURE W/ SOIL ANCHOR)
3 INCHES OF MULCH. DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK.
REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP
FROM TOP HALF OF ROOT BALL
1:1 SLOPE ON SIDES OF PLANTING HOLE.
PLANTING MIX (AS SPECIFIED)
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH
FOOT PRESSURE SO THAT ROOT BALL DOES NOT
SHIFT.
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE BASKET IN FOUR
PLACES AND FOLD DOWN 8 INCHES INTO PLANTING
HOLE.
PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL
TO PREVENT SETTLEMENT
UNDISTURBED SOIL (IF SOIL HAS BEEN PREVIOUSLY
DISTURBED, FIRM SOIL UNDER ROOT BALL)
MULCHING
8'-0" PREFERRED (6'-0" MIN.)
2 TIMES THE ROOT
BALL DIAMETER8"SHRUB PLANTING DETAIL
NOT TO SCALEB
CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES.
FINISHED GRADE AROUND PLANT SHALL BE THE SAME
AS ORIGINAL GRADE OF PLANT IN POT.
CREATE SAUCER AROUND ROOT BALL.
3" OF MULCH OVER ENTIRE PLANTING HOLE.
10 MIL. WEED MAT (SECURE W/ SOIL ANCHOR).
FINISHED GRADE.
BACKFILL WITH NATIVE SOIL.
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER AND CUT SEVERAL SLITS TO
FACILITATE ROOT PENETRATION.
IF CONTAINER IS NON-ORGANIC
REMOVE COMPLETELY.
TO AVOID SETTLING, DO NOT EXCAVATE
DEEPER THAN ROOTS.
TREE STAKING DETAIL
NOT TO SCALEC
TREE PLANTING ON SLOPE DETAIL
NOT TO SCALED
PLASTIC HOSE (DIA. 0.5" X LENGTH 2/3
CIRCUMFERENCE OF TREE) OR 3/4" NYLON STRAP.
GALVANIZED WIRE OR CABLE.
TWIST WIRE TO TIGHTEN.
1.5" X 1.5" HARDWOOD STAKES
OR OTHER APPROVED STAKE
MATERIAL.
(ALL STAKES SHALL BE DRIVEN
OUTSIDE OF THE ROOT BALL)
REFER TO DETAIL [D400]
FOR PLANTING INFORMATION6'-0"4'-0"EXISTING STABLE SLOPE
REFER TO TREE PLANTING DETAIL
FOR PLANTING INFORMATION
UNDISTURBED SOIL
TIE TO EXISTING SLOPE
EDGING DETAIL
NOT TO SCALEE
PLANT MATERIALS
15" TAPERED STEEL ANCHOR
FINISHED GRADE
4" MINIMUM STEEL OR
ALUMINUM EDGING 3"1"4" MINIMUM INTERLOCKING EDGING
8'-0" MAX O.C.
15" TAPERED STEEL ANCHOR
GASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
GAS
GAS
UGE U G E
8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSY12"W12"W12"W12"W12"W12"W1 2 "W 12"W 12"W8"W
8"W
8"W
8"W
8"W
8"W
FOFOFOFOFOFOFOFO
FO
FO FORemaining Lot 1
25,929 Square Feet
0.60 AcresChenoneau Blvd.100' Public R/WCantrell Road(Arkansas Hwy 10)
Public R/W Varies
Parcel ID: 53L-014.06-001.00
Owner: Bankcorpsouth Bank
Zoned: POD
Existing Shared
Development
Sign
E xisting Shared
Development
Sign
Benchmark № 1
Point of Beginning 2620K UNLEADED12K DIESEL512K PREMIUMFV412K E-85FVFVFVD
D
2 " WT R 2" WTR2" WTR2" WTRUGEUGEUGE UGE UGE UGE UGE UGE UGE U G E UGEUGEUGTUGTUGTUGTUGTUGTPROPOSED
KUM & GO STORE
BISTRO-RP-2021V1
3,968 SF
F.F.E.=308.44 RPZRPZ±162 LF SEGMENTAL
RETAINING WALL
(REF. TO PLANS BY OTHERS)
D
D
29.7
1
30
1.5"
IRRIGATION
SLEEVE
IRRIGATION
SLEEVE
IRRIGATION
SLEEVE
IRRIGATION
SLEEVE
29.7
2
30
1.5"
29.7
3
30
1.5"
29.7
4
30
1.5"
29.7
5
30
1.5"
29.7
6
30
1.5"
29.7
7
30
1.5"
29.7
8
30
1.5"
29.7
9
30
1.5"
29.7
10
30
1.5"
29.7
11
30
1.5"
29.7
12
30
1.5"
0
N
S
EW
NW NE
SW SE
GRAPHIC SCALE IN FEET | 1in = 20ft
20 40 60102010
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDIRRIGATION PLAN07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
L1.2
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 lscp_001.dwg - Plotted on 7/10/2021 9:14:21 PM to pdf-xchange.pc3 by Jon B.PROPOSED FEATURES REFER TO SURVEY FOR EXISTING FEATURES
PROPERTY LINE
SUBDIVISION / OUTPARCEL PROPERTY LINE
EDGE OF ASPHALT
EDGE OF GRAVEL
CONCRETE CURB AND GUTTER |REFER TO SITE PLAN FOR TYPE AND SIZE
X FENCING |REFER TO SITE PLAN FOR TYPE AND SIZE
SITE LIGHTING | REFER TO ELECTRICAL PLAN FOR TYPE, SIZE & DETAILS
STORM SEWER |REFER TO PLAN FOR TYPE AND SIZE
SEWER LINES |REFER TO PLAN FOR TYPE AND SIZE
XX" WTR WATERLINES |REFER TO PLAN FOR TYPE AND SIZE
UGE UNDERGROUND ELECTRIC SERVICE
OHE OVERHEAD ELECTRIC SERVICE
UGT UNDERGROUND TELEPHONE SERVICE
OHT OVERHEAD TELEPHONE SERVICE
FO FIBER OPTIC CABLE SERVICE
GAS GAS SERVICE
DRAINAGE STRUCTURES | REFER TO GRADING PLAN FOR TYPE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
UTILITY POLE
FIRE HYDRANT |REFER TO PLAN FOR BOLLARD COUNT
WATER LINE TEE, BEND, VALVE, AND PLUG
XX LF TYPE @ XX%
LEASED AREA LINE
PSI
ZONE
GPM PSI
X"
GPM
MAIN LINE WITH SIZE DESIGNATION
LATERAL LINE WITH SIZE DESIGNATION
DRIP LINE
SLEEVING
ZONE DESIGNATION
DESIGN PRESSURE - POUNDS
PER SQUARE INCH
VALVE SIZE
DESIGN DEMAND - GALLONS
PER MINUTE
1. IRRIGATION CONTRACTOR SHALL COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM WITH GENERAL
CONTRACTOR AND LANDSCAPE CONTRACTOR PRIOR TO STARTING CONSTRUCTION. IRRIGATION CONTRACTOR IS
RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. PROJECT
SPECIFICATIONS SHALL ACCOMPANY THIS IRRIGATION PLAN AND SHALL BE USED AS A REFERENCE BY THE
IRRIGATION CONTRACTOR.
2. IRRIGATION CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR
SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION OR CONTINUING CONSTRUCTION IF ALREADY BEGUN.
3. IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT
APPROVAL OF THE LANDSCAPE ARCHITECT.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL
REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL
IRRIGATION EQUIPMENT AND INSTALLATION PROCEDURES MEETS GOVERNMENT REGULATIONS. IRRIGATION
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY IRRIGATION PERMITS OR APPROVALS.
5. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTOR TO BE PROVIDED BY
IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION
WATER METER.
6. IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE ON SITE PRIOR TO CONSTRUCTION. IF
EXISTING STATIC PRESSURE IS BELOW 30 POUNDS STATIC, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION START DATE.
7. IRRIGATION CONTRACTOR SHALL COORDINATE CONTROLLER LOCATION WITH GENERAL CONTRACTOR. 110 VOLT
ELECTRICAL SERVICE FOR IRRIGATION CONTROLLER IS TO BE INSTALLED BY GENERAL CONTRACTOR AT THIS
AGREED UPON LOCATION. GENERAL CONTRACTOR SHALL PROVIDE (2) 1" ELECTRICAL CONDUITS FOR IRRIGATION
TO IRRIGATION CONTRACTOR'S POWER/DATA CONNECTION POINT FOR THE CONTROLLER. SEE ARCHITECTURAL
ELECTRICAL PLAN FOR ELECTRICAL CONNECTION POINT TO THE IRRIGATION CONTROLLER.
8. ALL IRRIGATION LINE AND COMPONENT LOCATIONS AS SHOWN ON THIS PLAN ARE FOR DRAWING PURPOSES ONLY.
THE ENTIRE IRRIGATION SYSTEM SHALL BE LOCATED WITHIN THE PROPERTY BOUNDARY, UNLESS SPECIFICALLY
NOTED OTHERWISE.
9. LOCATIONS FOR UTILITIES, AS SHOWN ON THIS PLAN, ARE FOR DRAWING PURPOSES ONLY. IRRIGATION
CONTRACTOR SHALL VERIFY THE EXACT LOCATION, IN THE FIELD, OF ALL UTILITIES PRIOR TO CONSTRUCTION OF
IRRIGATION SYSTEM. IRRIGATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT
QUANTITIES, AND SHALL NOTIFY LANDSCAPE ARCHITECT IF THE DESIGN, AS SHOWN, IS NOT ACHIEVABLE.
UNSLEEVED PIPES MAY BE SHOWN IN PAVEMENT AREAS FOR CLARITY ONLY. INSTALL THESE PIPES IN ADJACENT
LANDSCAPE AREAS WHERE NECESSARY.
10. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING MANUAL DRAIN VALVES AT THE LOWEST POSSIBLE
ELEVATION ON THE IRRIGATION MAIN LINE SO AS TO PROVIDE POSITIVE DRAINAGE OF IRRIGATION MAIN DURING
WINTER MONTHS, OR PROVIDE BLOWOUT ASSEMBLY. (REF. DETAIL #506)
11. ALL LATERAL LINES SHALL BE EQUIPPED WITH AUTOMATIC DRAIN VALVES AT LOW POINTS PER DETAIL #541.
12. ALL R.C.V. CONTROLLER WIRES ARE TO BE IN CONDUIT WHEN UNDER PAVING. CONDUIT SHALL BE INSTALLED BY
THE GENERAL CONTRACTOR. ROUTING OF THE R.C.V. WIRES TO CONTROL VALVES SHALL BE BY THE IRRIGATION
CONTRACTOR.
13. ALL BELOW GRADE LOW VOLTAGE WIRING CONNECTIONS SHALL BE INSTALLED PER WIRE CONNECTION DETAIL.
14. ALL LATERAL LINES NOT LABELED ARE 3/4" DIAMETER.
15. MINIMUM COVER FROM TOP OF PIPING TO FINISHED GRADE SHALL BE A MIMUMUM OF 1'
16. DO NOT INSTALL IRRIGATION AT PYLON SIGN LOCATION UNTIL SIGN BASE HAS BEEN COMPLETED.
17. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE
CONDITIONS TO PROVIDE COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR
SHALL MAKE MINOR ADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER.
18. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, SUPPORTED BY BRICKS IF NEEDED, WITH 3" OF CLEAN PEA
GRAVEL LOCATED BELOW THE VALVE.
19. ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN SEPARATE
SLEEVES. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SHEDULE 40 AND SHALL BE INSTALLED PRIOR
TO ANY HARDSCAPE MATERIAL. IRRIGATION CONTRACTOR TO PROVIDE SLEEVES BETWEEN 12" AND 15" BELOW
GRADE AT ALL DRIVE ENTRANCES AND SIDEWALKS. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X)
THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE
REQUIRED NUMBER OF WIRES.
20. IRRIGATION CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONTRACTORS FOR THE LOCATIONS, TIMING AND
INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS, SIDEWALKS, ETC. REFER TO
CIVIL ENGINEERING PLANS FOR GRADING, METHODS OF DRAINAGE, IRRIGATION METERS, AND BACKFLOW
PREVENTION DEVICE LOCATION.
21. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED, SHALL BE INSTALLED AS PER
MANUFACTURER'S RECOMMENDATIONS, DETAILS AND SPECIFICATIONS.
22. ANY DRIP SYSTEM PIPING IN PLANTING BEDS IS DIAGRAMMATIC. IRRIGATION CONTRACTOR CAN ROUTE PIPING IN
A FREEFORM MANNER (AVOIDING OBJECTS SUCH AS LIGHT POLES, TRANSFORMERS PADS, EQUIPMENT VAULTS,
SUBSURFACE ROCK TOO LARGE TO REMOVE, ETC...) ENSURING THAT ALL PLANT MATERIAL RECEIVES THE PROPER
NUMBER OF EMITTERS PER SCHEDULE AND THE VINYL DISTRIBUTION TUBING DOES NOT EXCEED THE MAXIMUM
DESIGN LENGTHS PER MANUFACTURER'S RECOMMENDATIONS.
23. UNLESS OTHERWISE REQUIRED, BACKFLOW PREVENTION DEVICES LESS THAN 2" SHALL BE PLACED IN A WIRE MESH
BASKET ENCLOSURE AND PAINTED TO MATCH THE PRIMARY BUILDING COLORS. SEE CIVIL PLANS FOR LOCATION.
24. ALL JOINTS AND BENDS 2" OR LARGER SHALL HAVE CONCRETE THRUST BLOCKING. THRUST BLOCKING SHALL BE A
MINIMUM OF 1 CUBIC FOOT OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. SEE THRUST BLOCKING
DETAIL.
25. CONTRACTOR WILL PROVIDE OWNER WITH A COMPLETE AND REPRODUCIBLE DRAWING OR IRRIGATION SYSTEM
LAYOUT AS IT WAS INSTALLED. DRAWING SHOULD INCLUDE, BUT NOT BE LIMITED TO, LOCATIONS OF ZONES
VALVES, MAIN, LATERAL AND DISTRIBUTION LINES, SLEEVES, WATER METER, BACKFLOW PREVENTION DEVICE,
SENSORS AND CONTROLLER.
26. ALL LATERAL LINE SIZING SHALL REFER TO PIPE SCHEDULE ON THIS PLAN.
IRRIGATION NOTES:
1. ALL IRRIGATION HEADS SHALL BE RAINBIRD 1800 SERIES SPRAY HEADS. POP-UP
HEIGHT SHALL BE DETERMINED BY IRRIGATION CONTRACTOR IN THE FIELD, BASED
UPON EXISTING CONDITIONS.
2. IRRIGATION MAIN LINE SHALL BE 1.5" SCHEDULE 40 PVC, LATERAL LINES SHALL BE 1"
SCHEDULE 40 PVC,UNLESS APPROVED BY OWNER
3. RAIN AND FREEZE SENSOR (NOT SHOWN ON PLANS) SHALL BE INSTALLED AT
LOCATION DETERMINED BY CONTRACTOR.
4. VALVES SHOWN ON PLAN FOR REFERENCE ONLY. FINAL LOCATION TO BE
DETERMINED BY CONTRACTOR.
5. ALL VALVES SHALL BE RAINBIRD HV SERIES, IN-LINE CONTROL VALVES, UNLESS
OTHERWISE APPROVED.
6. IRRIGATION METER SHALL BE 1" MINIMUM AND SET BY GENERAL CONTRACTOR.
IRRIGATION DETAILS
D542 WIRE CONNECTION (NOT SHOWN ON PLAN. USE ON BELOW GRADE LOW
VOLTAGE WIRING).
D453 IRRIGATION PIPE AND WIRE TRENCHING (NOT SHOWN ON PLAN).
D533
MULTI OUTLET EMITTER.
· XBT-20-6 (2.0 GPH).
12 GPH PER TREE
SPRINKLER NOZZLE LIST
KEY QTY.DESIGN
PRESSURE GPM AREA DESCRIPTION
15 98 30 3.3 TBD RAINBIRD 15 SERIES VAN
IRRIGATION PIPE SCHEDULE
LATERAL PIPE SCHEDULE*
PIPE SIZE
3 4"
1"
1-14"
1-12"
2"
MAX. SAFE FLOW
(GPM)
10
16
26
35
55
MAIN LINE PIPE SCHEDULE*
PIPE SIZE
3 4"
1"
1-14"
1-12"
2"
MAX. SAFE FLOW
(GPM)
8
12
22
30
50
*UNLESS SPECIFICALLY CALLED OUT ON PLANS
3214 N.W. AVIGNON WAY, SUITE 4 BENTONVILLE, AR 72712 479.464.8850 | OFFICE 479.464.9040 | FAXDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
DATE:
RDM:
SDM:
CPM:REVISIONS2450 - LITTLE ROCK, AR6015 CHENONCEAU BLVDIRRIGATION DETAILS07/12/2021
Alex Sappingfield
Britni Andreassen
Scott Newbury
L1.3
21-1363c:\dropbox (ozark civil)\kum&go projects\21-1363 little rock, ar-2450\design\03_permitting\21-1363 lscp_001.dwg - Plotted on 7/10/2021 9:14:30 PM to pdf-xchange.pc3 by Jon B.NOTES:
1. ALL LATERAL LINES SHALL BE SDR-13.5 PVC PIPE. ALL MAIN LINES SHALL BE SDR-21 PVC PIPE.
2. SLEEVES BELOW ALL HARDSCAPE ELEMENTS SHALL BE SCH. 40 PVC AND SHALL BE TWICE THE
DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
3. ALL LATERAL LINES SHALL BE BURIED NO LESS THAN 18" DEEP. ALL MAIN LINES AND
ELECTRICAL LINES SHALL BE NO LESS THAN 24" DEEP.
ELECTRIC VALVE & BOX
NOT TO SCALEA
PVC TO PE PIPE CONNECTION
NOT TO SCALEB
REDUCED PRESSURE BACKFLOW PREVENTER
NOT TO SCALEC
RAIN SENSOR
NOT TO SCALED
REMOTE CONTROL VALVE
NOT TO SCALEE
QUICK COUPLING VALVE & BOX FOR PAVED AREAS
NOT TO SCALEF
CONTROLLER AND VALVES
NOT TO SCALEG
DRAIN VALVE
NOT TO SCALEH
DRIP VALVE ASSEMBLY
NOT TO SCALEI
POP-UP SPRAY SPRINKLER
NOT TO SCALEJ
IRRIGATION PIPE & WIRE TRENCHING
NOT TO SCALEK
IRRIGATION THRUST BLOCKING
NOT TO SCALEL
PL202100041
IN OUT
BRASS
ISOLATION
GATE VALVE
TO WATER
METER
SYSTEM
MAINLINE
THRUST
BLOCKING
(DETAIL
40A)
THRUST
BLOCKING
WASHED
GRAVEL (3"
MIN
DEPTH)
FLOW
FINISHED
GRADE
3 4" GATEVALVE DRAIN
WITH 1 CU. FT.
GRAVEL SUMP
PLASTIC
VALVE
BOX w/
LID
REDUCED
PRESSURE ZONE
BACKFLOW
PREVENTER
NOTES:
1. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO PIT
CONSTRUCTION, INSTALLATION AND VENTING OF BACK FLOW PREVENTION DEVICE.
2. RPZ BACKFLOW DEVICE TO BE MINIMUM 12" ABOVE FINISHED GRADE AFTER INSTALLATION.
3. CONTRACTOR SHALL REFER TO IRRIGATION GENERAL NOTES FOR PIPE MATERIAL TYPE.
4. USC-FCCCHR APPROVED RPZA WILL BE REQUIRED AND LOCATED IN A HEATED SPACE OF
FROST-FREE ENCLOSURE PRIOR TO ANY TEES OR BRANCHES FOR IRRIGATION SERVICE LINE.
5. RPZ SHALL BE ZURN WILKINS 1" MODEL #975XL OR APPROVED EQUAL
COPPER
NIPPLE
(TYP)
COPPER
ELL
(TYP)
COPPER
UNION
(TYP)
WASHED
GRAVEL (3"
MIN
DEPTH)
18"
(MIN.)