HomeMy WebLinkAboutDrainage Plans 051324CENTERLINE BUNCH RD CENTERLINE CHICOT RDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W
WWWOHEOHEOWNER: AVERY THOMAS/GROVES KRISTENPARCEL NO. 45L0880000300OWNER: ROMERO'S ENTERPRISES LLC
PARCEL NO. 45L0880000900
285
290
295
3
0
0
281
281
282
282
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2
8
3
284
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296
29
7
29
8
29
9
3
0
1
3
0
2
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0
3
285
2
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0
295283
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9
291
292
2
9
3
29429629
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29
9 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXHOUSE
A/C
CONCRETE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHECREEK
TRACT 1
0.31 ACRES
13,409.88 SQ FT
TRACT 2
2.69 ACRES
117,263.01 SQ FT
N89°54'47"W - 150.00' (M)N89°54'47"W - 170.51' (M)N00°08'28"E - 404.94' (M)N00°19'34"E - 89.40' (M)S89°54'47"E - 150.00' (M)
N89°23'54"E - 321.85' (M)S00°19'34"W - 319.41' (M)S00°19'34"W - 89.40' (M)N00°00'04"W - 95.88' (M)P.O.B.YIELDED TO REFERENCE 2A
IN GENERAL NOTES
Fnd R4
Fnd pipeFnd pi
p
e
a
t
b
a
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c
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o
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Fnd R4
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O
R
S27°24'49"W - 5.65' (M)10' UTILITY ESMT.5' UTILITY ESMT.5' UTILITY ESMT.5' UTILITY ESMT.5' UTILITY ESMT.25' BLDG. ESMT.10' UTILITY ESMT.25' BLDG. LINELOT 22
0.14 AC.
LOT 21
0.14 AC.
LOT 17
0.14 AC.
LOT 20
0.14 AC.
LOT 5
0.28 AC.
LOT 6
0.12 AC.
LOT 23
0.14 AC.S0° 08' 29"W 120.00'N89° 12' 33"E 50.13'
S89° 13' 50"W 51.08'
N89° 12' 33"E 50.00'N0° 36' 00"E 120.00'S89° 12' 34"W 50.01'S0° 35' 46"W 120.00'N89° 12' 33"E 50.00'
S89° 12' 43"W 50.06'
N89° 12' 30"E 50.00'
N0° 08' 46"E 18.01'
S89° 12' 40"W 50.00'S0° 37' 46"W 120.00'N0° 07' 36"E 100.01'S0° 42' 55"W 101.99'N89° 12' 33"E 121.51'
N0° 08' 46"E 25.23'S0° 07' 27"W 43.24'N89° 51' 31"W 120.45'N0° 08' 29"E 50.00'S89° 51' 31"E 83.51'S0° 10' 59"W 50.00'N89° 51' 31"W 120.43'
290
295
286
287
288
289
291
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293
294
FG: 281.99
FG: 281.99
FG: 281.50
FG: 282.00 284284282283285
285
POND RIM: 284.00
2
8
3
10' UTILITY ESMT.
285
283
284
5' UTILITY ESMT.
24' of 12" HDPE @ 2.08%
OUTLET CONTROL STRUCTURE
(SEE DETAIL THIS SHEET)
STANDARD FLARED END
SECTION
DETENTION BASIN
NOT TO SCALEDETENTION POND OUTLET STRUCTURE
EL = 281.50'
12" DIAMETER HDPE
INVERT EL = 281.50'
3' x 3' SEDIMENT CLEAN
OUT PAD W/ 2"-3"
DIAMETER CLEAN STONE
3' x 3' SHARP-CRESTED
RECTANGULAR WEIR W/ 6" TH'K
CONCRETE WALLS
EL = 284.00'
INSTALL "TRASHRACK" PIPE
GUARD GRATE @ 3" DIAMETER
INLET LOCATION FOR
CLOGGING PREVENTION
3" ORIFICE CAST INTO
CONCRETE OUTLET
STRUCTURE
EL = 283.66'
SITE DRAINAGE PLAN SCALE 1" = 30'
A.THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES
OCCURRING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS
PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT PROPERTY DAMAGE.
B.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING
HOURS.
IT IS THE DUTY OF THE CITY OF LITTLE ROCK TO CONDUCT CONSTRUCTION
INSPECTION REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS NOT
AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S
SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
C.ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE ROCK'S
WATER AND WASTEWATER (SANITARY SEWER) STANDARD SPECIFICATIONS.
D.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS
SHOWN ON THE PLAN.
E.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE
AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
F.PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR IS TO
EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AND
ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
G.CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL
APPROVAL IS GIVEN BY LITTLE ROCK WATER. SAID CONTRACTOR
SHALL NOT OPERATE ANY VALVE, HYDRANT, OR WATER UTILITY APPURTENANCE
NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT
APPROVAL. THE CONTRACTOR SHALL BEAR THE COST AND CONSEQUENCE OF
ANY DISRUPTION OF UTILITY OPERATION CAUSED BY CONSTRUCTION.
H.FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATED
BY THE SURVEY AND ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THIS
SITE AND TAKE ALL NECESSARY AND REQUIRED PRECAUTIONS TO PROTECT
ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE ALL
EFFORTS WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED
REPRESENTATIVE.
J.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ONECALL" SERVICE
TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILITY
WORK ON THIS SITE.
GENERAL CONSTRUCTION NOTES
Know what'sbelow.
before you dig.Call
R
SHEET NUMBER:
PROJECT NUMBER:
REVISION:
PAGE TITLE:
SHEET ISSUE DATE:PHILLIP LEWIS ENGINEERING, INC.Structural + Civil Consultants23620 Interstate 30 | Bryant, ArkansasPH: 501-350-9840SITE DRAINAGE
PLAN
C1.1
04-16-2024
0 30'
1" = 30'-0"
VACINITY MAP
SCALE 1" = 500'
PROJECT LOCATION
ENGINEER
L
TS EAT OF
ARKANSAS
REGISTERED
PROFESSIONAL
No. 9540
P
H
IL A.LIP E W ISPRELIMINARYNOT FOR CONSTRUCTION12420 CHICOT ROADLittle Rock, Arkansas
CENTERLINE BUNCH RD CENTERLINE CHICOT RDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W
WWWOHEOHEOWNER: AVERY THOMAS/GROVES KRISTENPARCEL NO. 45L0880000300OWNER: ROMERO'S ENTERPRISES LLC
PARCEL NO. 45L0880000900
285
290
295
3
0
0
281
281
282
282
283
2
8
3
284
284
286
287
288
289
291
292
293
294
296
29
7
29
8
29
9
3
0
1
3
0
2
3
0
3
285
2
9
0
295283
284
286
287
288
2
8
9
291
292
2
9
3
29429629
7
29
8
29
9 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXHOUSE
A/C
CONCRETE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHECREEK
TRACT 1
0.31 ACRES
13,409.88 SQ FT
TRACT 2
2.69 ACRES
117,263.01 SQ FT
N89°54'47"W - 150.00' (M)N89°54'47"W - 170.51' (M)N00°08'28"E - 404.94' (M)N00°19'34"E - 89.40' (M)S89°54'47"E - 150.00' (M)
N89°23'54"E - 321.85' (M)S00°19'34"W - 319.41' (M)S00°19'34"W - 89.40' (M)N00°00'04"W - 95.88' (M)P.O.B.YIELDED TO REFERENCE 2A
IN GENERAL NOTES
Fnd R4
Fnd pipeFnd pi
p
e
a
t
b
a
s
e
o
f
c
r
o
s
s
t
i
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Fnd R4
FE
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E
C
O
R
S27°24'49"W - 5.65' (M)
LOT 22
0.14 AC.
LOT 21
0.14 AC.
LOT 17
0.14 AC.
LOT 20
0.14 AC.
LOT 5
0.28 AC.
LOT 6
0.12 AC.
LOT 23
0.14 AC.S0° 08' 29"W 120.00'N89° 12' 33"E 50.13'
S89° 13' 50"W 51.08'
N89° 12' 33"E 50.00'N0° 36' 00"E 120.00'S89° 12' 34"W 50.01'S0° 35' 46"W 120.00'N89° 12' 33"E 50.00'
S89° 12' 43"W 50.06'
N89° 12' 30"E 50.00'
N0° 08' 46"E 18.01'
S89° 12' 40"W 50.00'S0° 37' 46"W 120.00'N0° 07' 36"E 100.01'S0° 42' 55"W 101.99'N89° 12' 33"E 121.51'
N0° 08' 46"E 25.23'S0° 07' 27"W 43.24'N89° 51' 31"W 120.45'N0° 08' 29"E 50.00'S89° 51' 31"E 83.51'S0° 10' 59"W 50.00'N89° 51' 31"W 120.43'
PRE-DEV BASIN A1
TOTAL AREA : 86,233 ft2
IMPERVIOUS AREA: 0 ft2
PERVIOUS AREA: 86,233 ft2
-6.7%100-5.7%20-8.0%159-3.9%
78
SHEET FLOW
CONCENTRATED FLOW
CONCENTRATED FLOW
PRE-DEVELOPMENT DRAINAGE MAP SCALE 1" = 30'
A.THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES
OCCURRING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS
PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT PROPERTY DAMAGE.
B.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING
HOURS.
IT IS THE DUTY OF THE CITY OF LITTLE ROCK TO CONDUCT CONSTRUCTION
INSPECTION REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS NOT
AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S
SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
C.ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE ROCK'S
WATER AND WASTEWATER (SANITARY SEWER) STANDARD SPECIFICATIONS.
D.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS
SHOWN ON THE PLAN.
E.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE
AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
F.PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR IS TO
EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AND
ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
G.CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL
APPROVAL IS GIVEN BY LITTLE ROCK WATER. SAID CONTRACTOR
SHALL NOT OPERATE ANY VALVE, HYDRANT, OR WATER UTILITY APPURTENANCE
NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT
APPROVAL. THE CONTRACTOR SHALL BEAR THE COST AND CONSEQUENCE OF
ANY DISRUPTION OF UTILITY OPERATION CAUSED BY CONSTRUCTION.
H.FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATED
BY THE SURVEY AND ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THIS
SITE AND TAKE ALL NECESSARY AND REQUIRED PRECAUTIONS TO PROTECT
ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE ALL
EFFORTS WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED
REPRESENTATIVE.
J.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ONECALL" SERVICE
TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILITY
WORK ON THIS SITE.
GENERAL CONSTRUCTION NOTES
SHEET NUMBER:
PROJECT NUMBER:
REVISION:
PAGE TITLE:
SHEET ISSUE DATE:PHILLIP LEWIS ENGINEERING, INC.Structural + Civil Consultants23620 Interstate 30 | Bryant, ArkansasPH: 501-350-9840PRE-DEV
DRAINAGE MAP
C1.2
04-16-2024
ENGINEER
L
TS EAT OF
ARKANSAS
REGISTERED
PROFESSIONAL
No. 9540
P
H
IL A.LIP E W IS0 30'
1" = 30'-0"
Know what'sbelow.
before you dig.Call
R 12420 CHICOT ROADLittle Rock, Arkansas
CENTERLINE BUNCH RD CENTERLINE CHICOT RDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W
WWWOHEOHEOWNER: AVERY THOMAS/GROVES KRISTENPARCEL NO. 45L0880000300OWNER: ROMERO'S ENTERPRISES LLC
PARCEL NO. 45L0880000900
285
290
295
3
0
0
281
281
282
282
283
2
8
3
284
284
286
287
288
289
291
292
293
294
296
29
7
29
8
29
9
3
0
1
3
0
2
3
0
3
285
2
9
0
295283
284
286
287
288
2
8
9
291
292
2
9
3
29429629
7
29
8
29
9 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXHOUSE
A/C
CONCRETE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHECREEK
TRACT 1
0.31 ACRES
13,409.88 SQ FT
TRACT 2
2.69 ACRES
117,263.01 SQ FT
N89°54'47"W - 150.00' (M)N89°54'47"W - 170.51' (M)N00°08'28"E - 404.94' (M)N00°19'34"E - 89.40' (M)S89°54'47"E - 150.00' (M)
N89°23'54"E - 321.85' (M)S00°19'34"W - 319.41' (M)S00°19'34"W - 89.40' (M)N00°00'04"W - 95.88' (M)P.O.B.YIELDED TO REFERENCE 2A
IN GENERAL NOTES
Fnd R4
Fnd pipeFnd pi
p
e
a
t
b
a
s
e
o
f
c
r
o
s
s
t
i
e
Fnd R4
FE
N
C
E
C
O
R
S27°24'49"W - 5.65' (M)
LOT 22
0.14 AC.
LOT 21
0.14 AC.
LOT 17
0.14 AC.
LOT 20
0.14 AC.
LOT 5
0.28 AC.
LOT 6
0.12 AC.
LOT 23
0.14 AC.S0° 08' 29"W 120.00'N89° 12' 33"E 50.13'
S89° 13' 50"W 51.08'
N89° 12' 33"E 50.00'N0° 36' 00"E 120.00'S89° 12' 34"W 50.01'S0° 35' 46"W 120.00'N89° 12' 33"E 50.00'
S89° 12' 43"W 50.06'
N89° 12' 30"E 50.00'
N0° 08' 46"E 18.01'
S89° 12' 40"W 50.00'S0° 37' 46"W 120.00'N0° 07' 36"E 100.01'S0° 42' 55"W 101.99'N89° 12' 33"E 121.51'
N0° 08' 46"E 25.23'S0° 07' 27"W 43.24'N89° 51' 31"W 120.45'N0° 08' 29"E 50.00'S89° 51' 31"E 83.51'S0° 10' 59"W 50.00'N89° 51' 31"W 120.43'
290
295
286
287
288
289
291
292
293
294
POST-DEV BASIN B1
TOTAL AREA : 56,515 ft2
IMPERVIOUS AREA: 3,710 ft2
PERVIOUS AREA: 52,805 ft2
POST-DEV BASIN B2
TOTAL AREA : 29,718 ft2
IMPERVIOUS AREA: 0 ft2
PERVIOUS AREA: 29,718 ft2
FG: 281.99
FG: 281.99
FG: 281.50
FG: 282.00 284284282283-8.8%103-5.9%120285
285
2
8
3
285
283
284
CONCENTRATED FLOW
CONCENTRATED FLOW
POST-DEVELOPMENT DRAINAGE MAP SCALE 1" = 30'
A.THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES
OCCURRING TO ANY PROPERTY DURING THE CONSTRUCTION OF THIS
PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT PROPERTY DAMAGE.
B.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING
HOURS.
IT IS THE DUTY OF THE CITY OF LITTLE ROCK TO CONDUCT CONSTRUCTION
INSPECTION REVIEWS OF THE CONTRACTOR'S PERFORMANCE IS NOT
AN INSPECTION OR REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S
SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
C.ALL WATER AND SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST REVISION TO THE CITY OF LITTLE ROCK'S
WATER AND WASTEWATER (SANITARY SEWER) STANDARD SPECIFICATIONS.
D.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS
BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF ALL UTILITIES.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS
SHOWN ON THE PLAN.
E.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE
AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
F.PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR IS TO
EXCAVATE, VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AND
ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
G.CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL
APPROVAL IS GIVEN BY LITTLE ROCK WATER. SAID CONTRACTOR
SHALL NOT OPERATE ANY VALVE, HYDRANT, OR WATER UTILITY APPURTENANCE
NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT
APPROVAL. THE CONTRACTOR SHALL BEAR THE COST AND CONSEQUENCE OF
ANY DISRUPTION OF UTILITY OPERATION CAUSED BY CONSTRUCTION.
H.FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATED
BY THE SURVEY AND ARE NOT SHOWN. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THIS
SITE AND TAKE ALL NECESSARY AND REQUIRED PRECAUTIONS TO PROTECT
ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE ALL
EFFORTS WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED
REPRESENTATIVE.
J.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ONECALL" SERVICE
TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILITY
WORK ON THIS SITE.
GENERAL CONSTRUCTION NOTES
SHEET NUMBER:
PROJECT NUMBER:
REVISION:
PAGE TITLE:
SHEET ISSUE DATE:PHILLIP LEWIS ENGINEERING, INC.Structural + Civil Consultants23620 Interstate 30 | Bryant, ArkansasPH: 501-350-9840POST-DEV
DRAINAGE MAP
C1.3
04-16-202412420 CHICOT ROADLittle Rock, ArkansasENGINEER
L
TS EAT OF
ARKANSAS
REGISTERED
PROFESSIONAL
No. 9540
P
H
IL A.LIP E W ISPRELIMINARYNOT FOR CONSTRUCTIONKnow what'sbelow.
before you dig.Call
R
0 30'
1" = 30'-0"