Attachment J2 - Drawings.pdf
PDF 4 MB Posted
- Attached to
- Amendment 1 -Construction of Production Water Well at NCTR Federal contract opportunity
- Solicitation number
- FDA-SOL-1224382
About this file
This set of construction drawings and specifications is for the installation of a new water well at the National Center for Toxicological Research /Arkansas Regional Laboratory located in Jefferson, Arkansas. The project involves drilling a new water well to a depth of approximately 875 feet, installing well casing and screens, developing the well, and connecting the well to the existing water distribution system with approximately 140 linear feet of 10-inch PVC waterline. Additional requirements include site work such as a concrete well pad and electrical and control systems. Bids for the construction project are due by a specified date in accordance with solicitation FDA-SOL-1224382. The selected contractor will be responsible for all labor, materials, equipment, and oversight to complete the water well installation to applicable regulatory standards.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 1_rdw.pdf | ||
| Attachment J1 - Project Manual.pdf | ||
| Attachment J3 - Cost Proposal Bid Schedule.pdf | ||
| FDA_SOL_75F40120R00024 .pdf | ||
| Attachment J6 - Past Performance Evaluation Questionnaire.pdf | ||
| Attachment J11 - COVID19 Visitor Questionnaire at JL.pdf | ||
| Attachment J10 - Statement of Work.pdf | ||
| Attachment J4 - Wage Detemination AR.pdf | ||
| Attachment J8 - FDA Form 3398.pdf | ||
| Attachment J9 - Certification of Current Arkansas State Contractors License.pdf | ||
| Attachment J7 - FORM FDA 3391.pdf | ||
| Attachment J5 - Sample Client Letter.pdf |
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ORIGINAL SIGNATURE ON FILE
A R K
ANSAS
CONSULTING
REE
NIGNE
McCLELLAND
ENGINEERS
No. 24
C
ER
T I
F IC
TU
AFO
H
ETA
LITTLE ROCK, AR ● FAYETTEVILLE, AR ● FORT SMITH, AR ● TULSA, OK
CONSULTING
ENGINEERS, INC.
McCLELLAND
D E S I G N E D T O S E R V E http://www.mce.us.comREVISIONS
REV DATE DESCRIPTION
PRELIMINARY
NOT FOR
CONSTRUCTION
NCTR JEFFERSON, ARKANSAS
NCTR WATER WELL
N C
TR
W A
TE
R W
EL
L
JE
FF
ER
S O
N
A R K A N
S A S M
C E
LR
-5
JA
N
U A R Y
MCE PROJECT NUMBER LR18-5787
JANUARY, 2020
W
\1 8-
N C
TR
-W A
TE
R W
EL
L\
D
ES
IG
N
D R A W
IN
G
S \1
8-
-C
V R .D
W G
7302 KANIS ROAD
LITTLE ROCK, ARKANSAS 72204
(501) 371-0272
VICINITY MAP
PROJECT
LOCATION
INDEX TO DRAWINGS
1 COVER SHEET
2 TOPOGRAPHIC SURVEY
3 SITE PLAN
4 WELL DETAILS
5 MISCELLANEOUS DETAILS I
6 MISCELLANEOUS DETAILS II
E1 ELECTRICAL LEGEND & ABBREVIATION
E2 ELECTRICAL SITE PLAN
E3 ELECTICAL ONE-LINE DIAGRAM
E4 ELECTRICAL VFD SCHEMATIC
100% SUBMITTAL
SCALE:
DATE:
DRAWN BY :SURVEY MNGR:
JOB NUMBER:
W
N
C T
R W a t e r
W e l l D e s i g n
D r a w i n g s
S
T
O P
O d w g a t a m
KLS
18-5787
N T
C R
W A
T E
R W
E L
L
JE
FF
E
R
SO
N C
O U
N T
Y , A
R K
A N
SA
S
ORIGINAL SIGNATURE ON FILE
Know what's below.
Call before you dig.
One Call
04/30/2019
CO
N
SU
LT
IN
G
EN
G
IN
EE
R S, IN
C.
M cC
LE
LL
AN
D
D E S
I G N
E D
T O S
E R V
E h tt p
/w w w .m ce .u s.
co m
N . C ol le ge Fa ye tte vi lle
, A R
PH
9-
3-
K an is R d.
Li ttl e
R oc k, A
R
PH
1-
1-
S . G ar ne tt R d.
S te . 4
Tu ls a, O K
PH
8-6
-6
1" = 20'
JDM
TOPOGRAPHIC
SURVEY
1 INCH = FT.
( IN FEET )
GRAPHIC SCALE
20 10 20
40 80
AutoCAD SHX Text
TPED
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
DITCH ALL CONC
AutoCAD SHX Text
GAS MAIN RISER
AutoCAD SHX Text
30" CMP
AutoCAD SHX Text
GAS LINE MARKER
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
6" CONC. WALL
AutoCAD SHX Text
6" CONC. WALL
AutoCAD SHX Text
24" HDPE
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
MCE CP# 12
AutoCAD SHX Text
MCE CP# 13
AutoCAD SHX Text
"BURIED FIBER OPTIC CABLE"
AutoCAD SHX Text
6" STEEL PIPE POSSIBLE VALVE
AutoCAD SHX Text
DOUBLE 42" DOORS F.F. 266.29
AutoCAD SHX Text
"BURIED FIBER OPTIC CABLE"
AutoCAD SHX Text
CENTURYLINK VAULT
AutoCAD SHX Text
18" PIPE INTO BUILDING
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
FL 259.38
AutoCAD SHX Text
FL 259.53
AutoCAD SHX Text
FL 258.38
AutoCAD SHX Text
FL 258.53
AutoCAD SHX Text
FL 262.76
AutoCAD SHX Text
FL 262.87
AutoCAD SHX Text
FL 258.42
AutoCAD SHX Text
WOOD STAKE PAINTED BLUE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
6" BOLLARDS WITH STEEL GUARD RAIL
AutoCAD SHX Text
WATER VALVES
AutoCAD SHX Text
EB
AutoCAD SHX Text
CONC. PAD WITH ELECTRIC
AutoCAD SHX Text
GATE
AutoCAD SHX Text
4" PIPE GROUND TO BULIDING
AutoCAD SHX Text
CONC. PAD SIGN "HIGH VOLTAGE"
AutoCAD SHX Text
7' CHAIN LINK & BARB WIRE FENCE
AutoCAD SHX Text
7' CHAIN LINK & BARB WIRE FENCE
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
NCTR PROPERTY
AutoCAD SHX Text
PINE BLUFF ARSENAL
AutoCAD SHX Text
GAS MAIN RISERS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text C 2017
AutoCAD SHX Text
WV
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SURVEY CONTROL MONUMENT
AutoCAD SHX Text
(TYPE AS NOTED)
AutoCAD SHX Text
ELEVATION BENCHMARK OR
AutoCAD SHX Text
LOCATION OF BUILDING FLOOR ELEVATION
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
POST OR POLE
AutoCAD SHX Text
(TYPE AS NOTED)
AutoCAD SHX Text
FENCE
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
STORM WATER LINE
AutoCAD SHX Text
DITCH OR STREAM LINE
AutoCAD SHX Text SURVEYOR'S NOTES: HORIZONTAL COORDINATES FOR THIS PROJECT ARE ARKANSAS STATE PLANE SOUTH ZONE AND ELEVATIONS ARE NAVD88 BASED ON AN O.P.U.S. SOLUTION. CONTOUR INTERVAL = 1 FOOT. THIS IS A TOPOGRAPHIC SURVEY ONLY AND IN NO WAY SHOULD BE INTERPRETED AS A PROPERTY BOUNDARY SURVEY. ANY PROPERTY LINES SHOWN ARE FOR REFERENCE ONLY AND HAVE NOT BEEN VERIFIED. FIELD WORK FOR THIS SURVEY WAS COMPLETED APRIL, 2019. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND ABILITY. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. MANHOLE AND DRAIN GRATE INFORMATION WERE GATHERED BY VISUAL INSPECTION AND ARE CONNECTED AND DESCRIBED ONLY AS COULD BE DETERMINED THROUGH SAID VISUAL INSPECTION.
AutoCAD SHX Text
GRID
AutoCAD SHX Text
EB
AutoCAD SHX Text
CONTROL DATA
AutoCAD SHX Text Point #
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Northing
AutoCAD SHX Text 1931753.8770
AutoCAD SHX Text 1932057.0350
AutoCAD SHX Text 1932096.2540
AutoCAD SHX Text Easting
AutoCAD SHX Text 1278911.7440
AutoCAD SHX Text 1278361.0970
AutoCAD SHX Text 1278489.2820
AutoCAD SHX Text Elevation
AutoCAD SHX Text 267.38
AutoCAD SHX Text 261.77
AutoCAD SHX Text 261.01
AutoCAD SHX Text Description
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
CONTROL POINT
6" GRAVEL
6" GRAVEL
CONCRETE
APRON
(2)-10' SWING GATES
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10''W
10'x10'x6" CONCRETE PAD
W/#4 BARS @ 18" O.C.E.W 40 L.F. OF 12" RCP
TO MATCH EXISTING FLOWLINE
WATER
WATER
WATER
PROPOSED 10" C900 PVC DISCHARGE LINE
CONNECT TO EXISTING WATERLINE
EXISTING 10" WATERLINE
PROPOSED
WELL SITE
CONC SPLASH PAD
20.0
10''W
10''W
100.0
149.9
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X40.0
50.0
EXISTING WELL #14 TO
BE ABANDONED PER
ADH REGULATIONS
10''W
10''W
10''W
10''W
90° ELBOW & 10" GATE VALVE
(SEE DETAIL)
90° ELBOW
EXISTING WELL #14 TO
BE REMOVED & CAPPED
EXISTING VALVES
TO BE REMOVED
EXISTING WATERLINE
TO BE CUT & PLUGGED
APPROXIMATE LOCATION OF
EXISTING WATERLINE TO BE FIELD
LOCATED & SIZED BY CONTRACTOR
SCALE:
DATE:
DRAWN BY :DESIGNED BY:
JOB NUMBER:
ORIGINAL SIGNATURE ON FILE
REVISION:
R
EV
IS
IO
N S
R
EV
D A
TE
D
ES
C R
IP
TI
O
N
CO
NS
UL
TI
NG
EN
G
IN
EE
RS
, I
NC
M cC
LE
LL
AN
D
D E
S I G
N E
D T
O S
E R
V E
H T T P
/W W
W .M
C E .U
S .C
O M
1"=20'
AST DAP
JAN 2020
LR18-5787
N C
TR
C
SITE PLAN
N C
TR
W A
TE
R W
EL
L
JE
FF
ER
S O
N
A R K A N
S A S
W
\1 8-
N C
TR
-W A
TE
R W
EL
L\
D
ES
IG
N
D R A W
IN
G
S \1
8-
-D
ES
IG
N .D
W G
K A N
IS
R
O A D
LI
TT
LE
R
O C K
A R K A N
S A S
(5
1-
0 10 20 4020
1 inch = 20ft.
( IN FEET )
PLAN SCALE
GENERAL NOTES:
1. ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/
OVERHEAD OR UNDERGROUND POWER SOURCES.
2. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BE
BORNE BY THE CONTRACTOR.
3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE
CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.
4. ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.
5. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN
ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.
6. WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINES CROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSE ENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH IN
WRITING.
7. INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES
(20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN.
AutoCAD SHX Text
TPED
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
DITCH ALL CONC
AutoCAD SHX Text
GAS MAIN RISER
AutoCAD SHX Text
30" CMP
AutoCAD SHX Text
GAS LINE MARKER
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
6" CONC. WALL
AutoCAD SHX Text
6" CONC. WALL
AutoCAD SHX Text
24" HDPE
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
MCE CP# 12
AutoCAD SHX Text
MCE CP# 13
AutoCAD SHX Text
"BURIED FIBER OPTIC CABLE"
AutoCAD SHX Text
6" STEEL PIPE POSSIBLE VALVE
AutoCAD SHX Text
DOUBLE 42" DOORS F.F. 266.29
AutoCAD SHX Text
"BURIED FIBER OPTIC CABLE"
AutoCAD SHX Text
CENTURYLINK VAULT
AutoCAD SHX Text
18" PIPE INTO BUILDING
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
FL 259.38
AutoCAD SHX Text
FL 259.53
AutoCAD SHX Text
FL 258.38
AutoCAD SHX Text
FL 258.53
AutoCAD SHX Text
FL 262.76
AutoCAD SHX Text
FL 262.87
AutoCAD SHX Text
FL 258.42
AutoCAD SHX Text
WOOD STAKE PAINTED BLUE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
CONCRETE DITCH
AutoCAD SHX Text
6" BOLLARDS WITH STEEL GUARD RAIL
AutoCAD SHX Text
WATER VALVES
AutoCAD SHX Text
EB
AutoCAD SHX Text
CONC. PAD WITH ELECTRIC
AutoCAD SHX Text
GATE
AutoCAD SHX Text
4" PIPE GROUND TO BULIDING
AutoCAD SHX Text
CONC. PAD SIGN "HIGH VOLTAGE"
AutoCAD SHX Text
7' CHAIN LINK & BARB WIRE FENCE
AutoCAD SHX Text
7' CHAIN LINK & BARB WIRE FENCE
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
NCTR PROPERTY
AutoCAD SHX Text
PINE BLUFF ARSENAL
GAS MAIN RISERS
A
EL. 267.0
5'
#4' BARS @ 6" O.C.E.W.
3"4'
1'
W
EL
L C A S
IN
G
BOTTOM HOLE
8" S.S. WELL 0.030"
BOTTOM CASING
UNDERREAM
28" Ø HOLE
SCREEN 304
12" I.D. (MIN)
(0.375" THICKNESS)
GRAVEL IN ANNULAR
SPACE
2" NEAT CEMENT
GROUT SEAL
STEEL WELL CASING
16"Ø HOLE
8" I.D. MIN. PUMP
COLUMN 320' LONG
8" S
S S
C R
EE
N
5'
#5's @ 12" O.C.E.W.
CONC PIPE SUPPORT
16"x16"x6" CONCRETE SPLASH
BLOCK FOR WATER SAMPLE SPIGOT.AIR LINE
10" FLG GATE VALVE W/HANDWHEEL
DRAWDOWN GAUGE
2" WELL CASING VENT (SCREENED W/ 24 MESH SCREENING.)
ANCHOR & GROUT PER MANUFACTURER'S
RECOMMENDATIONS USING SS FASTNERS
1" CHAMFER (ALL CORNERS)
8" DISCHARGE HEAD
WELL DETAIL
NTS
10"x10"x10" TEE
10" FLG.XPE PIPE, 3' LONG
BLIND FLANGE
CONCRETE PIPE SUPPORT
10" TEE W/ 2" NPT TAPPED
HOLE IN BOSS POSITION "G"
WELL SERVICE AIR VACUUM RELEASE
VALVE DUAL PORT THROTTLING
W/REGULATED EXHAUST
ATTACH 24" MESH SS
SCREEN OVER DISCHARGE.
GLYCERINE FILLED PRESSURE GAUGE
1/2" CORPORATION COCK FOR SAMPLING
10" FLG. RESTRAINED
COUPLING ADAPTOR
2" AIR RELEASE VALVE
SHALL TERMINATE AT
LEAST 12" ABOVE GRADE
10" FLG CHECK VALVE
10" FLG 45° BEND
10" (MJ) 45° BEND
ADDITIONAL FITTING MAYBE
REQUIRED FOR ALIGNMENT
PVCDIP
VERTICAL TURBINE PUMP CAPABLE OF
PUMPING 800 GPM AGAINST 40 PSI
(92.4') TOTAL TDH 380'
460 VOLT 60 HZ 3 PHASE 100 HP
NON-FUSED DISCONNECT, 480V, AC.,
1760 RPM
M
IN
C O
V
ER
GLYCERINE FILLED
PRESSURE GAUGE
1/2" NPT TAPPED HOLE IN BOSS
POSITION "S" FOR CORPORATION
COCK FOR SAMPLING
#4' BARS @ 6" O.C.E.W.
10'x10'X6" CONCRETE PAD
#4' BARS @ 18" O.C.E.W.
6" GRAVEL
16"x16"x6" CONCRETE SPLASH
BLOCK FOR WATER SAMPLE SPIGOT.
6" GRAVEL
6" GRAVEL
6" GRAVELSLOPESLOPE
0'
8"
O .D
B
LA
N K C
A S
IN
G (S
TA
IN
LE
S S S
TE
EL
PIPE SUPPORT
10" GATE VALVE W/ HANDWHEEL
A
10" MECHANICAL FLOW METER WITH STRAIGHT READING
TOTALIZER. STRAIGHTENING VANES REQUIRED
3/8" NPT BRASS NIPPLE
3/8" NPT COCK
3/8" NPT PRESSURE SNUBBER
GLYCERINE FILLED PRESSURE GAUGE
2" NPT GALV. NIPPLE 4"
2" NPT BRASS BALL VALVE
2" NPT GALV. NIPPLE 1 1/2"
2" NPT GALV. NIPPLE 12"
2" NPT GALV. 90° BEND
2" NPT GALV. NIPPLE
(AS REQUIRED)
AIR/VAC RELEASE DETAIL
NTS
SECTION A-A
NTS
10" FLGxPE SPOOL 38" MIN
(2"-4" INSERTION)
10" FLG SPOOL
23'-9"
EL. 266.0±
8"x10" CONCENTRIC REDUCER
PUMP DATA:
BOWL ASSEMBLY 8 STAGE SIZE 11",
TYPE CLC HEAD TYPE CPA08-16
DISCHARGE 8" EPOXY COATED 8"
COLUMN ALL BRONZE BOWLS
GRAVEL PACK 10-20 ARKOLA
NOTE: CONTINUE GRAVEL
PACK UP INTO WELL CASING
FOR A MIN. DISTANCE OF 100'
6"
BACK PRESSURE VALVE
SCALE:
DATE:
DRAWN BY :DESIGNED BY:
JOB NUMBER:
ORIGINAL SIGNATURE ON FILE
REVISION:
R
EV
IS
IO
N S
R
EV
D A
TE
D
ES
C R
IP
TI
O
N
CO
NS
UL
TI
NG
EN
G
IN
EE
RS
, I
NC
M cC
LE
LL
AN
D
D E
S I G
N E
D T
O S
E R
V E
H T T P
/W W
W .M
C E .U
S .C
O M
PRELIMINARY
NOT FOR
CONSTRUCTION
N.T.S.
AST DAP
JAN 2020
LR18-5787
N C
TR
C
WELL DETAILS
N C
TR
W A
TE
R W
EL
L
JE
FF
ER
S O
N
A R K A N
S A S
W
\1 8-
N C
TR
-W A
TE
R W
EL
L\
D
ES
IG
N
D R A W
IN
G
S \1
8-
-P
U M
P D
ET
A
IL
S .D
W G
K A N
IS
R
O A D
LI
TT
LE
R
O C K
A R K A N
S A S
(5
1-
APPROXIMATELY 140 LF OF 10" C900 WATERLINE
CONNECT TO EXISTING WATERLINE
10" DIP CLASS 350
10" DIP CLASS 350
10" SDR 18 PVC
SHALL TERMINATE AT
LEAST 12" ABOVE GRADE
SHALL TERMINATE AT
LEAST 12" ABOVE GRADE
10'
SLOPE SIDES OF TRENCH,
PROVIDE TRENCH BOXES,
OR PROVIDE SHORING AS
REQUIRED BY OSHA
SAFETY REQUIREMENTS PIPE
N.T.S.
KEY SLAB INTO
6" CONCRETE SLAB WITH
#4 BARS @ 12" OC. E.W
UNDISTURBED SOIL
Z O
N E
PI
PE
6" M
IN
6"
M
IN
ASPHALT
REINFORCED CONCRETE AND ASPHALTIC
CONCRETE SURFACE REPAIR WILL BE
PAID FOR BY THE LINEAR FOOT AS
MEASURED PARALLEL TO THE PIPE
EXISTING
12" MIN
DISPOSE OF EXCESS
EXCAVATED MATERIAL
OFF SITE
2" HOT MIX, HOT LAID
ASPHALT. GRADE TO
MATCH EXISTING
SURFACING.
ASPHALT STREET SURFACE REPAIR DETAIL
CLASS 7 GRANULAR MATERIAL
COMPACTED TO 95% MODIFIED
PROCTOR DENSITY
METALLIC LOCATOR TAPE 12"
ABOVE TOP OF PIPE MIN.
TRENCH BOTTOM COMPACTED
TO 95% OF EXISTING
UNDISTURBED SOIL
CLASS 7 OR WASHED ROCK
3/4" TO 1/4" AS APPROVED BY
THE ENGINEER
AIR SPADE
OR SAW CUT12" MIN
NOTE:
SAW CUTTING OR AIR SPADDING, AND REMOVAL
AND DISPOSAL OF EXISTING ASPHALT WILL BE
PAID FOR BY THE LINEAR FOOT AS MEASURED
PARALLEL TO THE PIPE.
90° BEND
TEESPECIAL BLOCKING
FOR TEE WITH PLUG
HORIZONTAL 45° BEND
TYPICAL BLOCKING DETAILS
N.T.S.
GROUND SURFACE
FOR VERTICAL BEND
TYPICAL BLOCKING
BEARING AREA OF THRUST BLOCKS IN SQ. FT
(HORIZONTAL BENDS)
FITTING
SIZE
TEE, WYE,
PLUG,OR
CAP
90° BEND,
PLUGGED
CROSS
TEE
PLUGGED
ON RUN
BEND ANGLE
2 1 1 A1 A2 1 1
45° 22 1/2 ° 111/4
1 1 1
VOLUME OF THRUST BLOCK
IN CUBIC YARDS
(VERTICAL BENDS)
FITTING
SIZE BEND ANGLE
°1/411°1/22245°
FITTING
SIZES
ROD
SIZES
EMBEDMENT
14" - 16" #8's 36"
14 17.5 24.5 17.5 24.5 13.5 7.0 3.5
14 7 3.5 2
REDUCERS
14"x10" 14"x12" 4"x2"
12" 12"
A B C 36"
A B C
12" 18" 42"
A B C
6" 8" 12"
A
B
A
B
NOTES:
1. C DIMENSION IS
HEIGHT OF COLLAR.
2. COLLAR SHALL BE
CENTERED ON PIPE.
REINFORCING BARS
THRUST BLOCK NOTES:
1. KEEP CONCRETE CLEAR OF JOINT ACCESSORIES.
2. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST
UNDISTURBED EARTH.
3. REQUIRED VOLUMES OR BEARING AREAS A. FITTINGS SHALL BE AS
INDICATED BELOW. ADJUSTED, IF NECESSARY, TO CONFORM TO THE
TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES)
STATED IN THE SPECIFICATIONS.
4. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD
RESULTANT THRUSTS ARE BASED ON TEST PRESURE OF 200 PSIG AND
THE WEIGHT OF CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES
FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING EQUATION:
VOLUME = (TEST PRESS. /200) x (TABLE VALUE).
5. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED
ON TEST PRESSURE OF 200 PSIG AND AN ALLOWABLE SOIL BEARING
STRESS OF 2000 LBS/SQ. FT. TO COMPUTE BEARING AREAS FOR
DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE
FOLLOWING EQUATION: AREA = (TEST PRESS. /200) x (2000/SOIL BEARING STRESS) x (TABLE VALUE). BEARING
6. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD
RESULTANT THRUST SHALL BE THE SAME AS FOR HORIZONTAL BENDS.
7. BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN
ON PLANS TAKE PRECEDENCE OVER THIS STANDARD.
8. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQ. FT.
AND VALVES HAVE BEEN ROUNDED TO THE NEAREST 0.5 FT.²
9. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING
5 CUBIC YARDS REQUIRE SPECIAL BLOCKING DETAILS. SEE PLANS.
GALVANIZED RODS OVER FITTING
AND EMBEDDED IN CONCRETE
(SEE TABLE FOR SIZES).
CENTER IN SLAB (TYP.)
4-#4's EACH WAY
4"1"
TWO PIECE C.I.,
SLIDING TYPE
VALVE BOX
(SEE SPEC'S.)
2'-0"
2' -0
4" MARKER POST (MIN. 2'-0" DEEP)
PLACE EVERY 500' ALONG LINE AND AT
ALL VALVES
C.I. LID
1" PVC IN SLAB FOR
TRACE WIRE
TRACE WIRE
DETAIL-VALVE BOX
N.T.S.
2'x2'x4" CONCRETE PAD
AROUND VALVE (TYP.)
PIPE
9" MIN
6" M
IN
VARIES
9" MIN
2' -6
M
IN
PI
PE
Z O
N E
NATIVE TRENCH BACKFILL
MATERIAL 18"Ø MAX. ROCK SIZE
NATIVE TRENCH BACKFILL
MATERIAL 4"Ø MAX ROCK SIZE
SELECT MATERIAL
SELECT MATERIAL LIGHTLY
CONSOLIDATED TO CENTERLINE
OF PIPE
NOTE:
FOR TRENCH CONSTRUCTED IN ROCK,
INSTALL CRUSHED STONE OR WASHED
GRAVEL, 3/4" TO 1/4", FROM 6" BELOW
BOTTOM OF PIPE TO 6" ABOVE TOP OF PIPE.
TRACE WIRE 14 GAGE
SLOPE SIDES OF TRENCH IF
REQ'D., OR PROVIDE
SHORING AS SAFETY
CONDITIONS REQUIRE
EXISTING GROUND
METALLIC LOCATOR TAPE 12"
ABOVE TOP OF PIPE MIN.
TYPICAL TRENCH FOR WATERLINE
N.T.S.
SAND COMPACTED TO 95%
MODIFIED PROCTOR DENSITY
CUT & PLUG DETAIL
N.T.S.
10" C900 PVC
CUT & PLUG
EXISTING WATERLINE
CUT IN 90°
10" GATE VALVE AND BOX
EXISTING WATERLINE
SCALE:
DATE:
DRAWN BY :DESIGNED BY:
JOB NUMBER:
ORIGINAL SIGNATURE ON FILE
REVISION:
R
EV
IS
IO
N S
R
EV
D A
TE
D
ES
C R
IP
TI
O
N
CO
NS
UL
TI
NG
EN
G
IN
EE
RS
, I
NC
M cC
LE
LL
AN
D
D E
S I G
N E
D T
O S
E R
V E
H T T P
/W W
W .M
C E .U
S .C
O M
N.T.S.
AST DAP
JAN 2020
LR18-5787
N C
TR
C
MISCELLANEOUS
DETAILS I
N C
TR
W A
TE
R W
EL
L
JE
FF
ER
S O
N
A R K A N
S A S
W
\1 8-
N C
TR
-W A
TE
R W
EL
L\
D
ES
IG
N
D R A W
IN
G
S \1
8-
-M
D .D
W G
K A N
IS
R
O A D
LI
TT
LE
R
O C K
A R K A N
S A S
(5
1-
WATER
NOTES:
1. POST SPACING: LINE POSTS SHALL BE EVENLY SPACED, CENTER TO CENTER.
2. BARBED WIRE ARM: SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.
3. TERMINAL LINE POSTS, & TOP/BRACE RAIL SHALL BE ACCORDING TO
THE SPECIFICATIONS.
4. POST SETTING SHALL BE ACCORDING TO THE FOLLOWING TABLE:
*MIN. HOLE DIAMETER IN SOFT OR LOOSE SOIL SHALL BE 18".
POST SETTING REQUIREMENT
TYPE OF POST AT TOP*
HOLE DIA. HOLE
DEPTH
POST
EMBEDMENT
LINE
TERMINAL
9" 38" 36"
OFFSET-MALLEABLE
RAIL AND CAP
SEE SPECIFICATIONS
STANDARD PIPE CORNER POST
TENSION BAR
TENSION BAND
BRACE BAND
CAP
SLEEVE
TIE WIRE
KNUCKLED
TIE WIRE
TWIST
TOP RAIL
38"12"
TYPE C TYPE C
(CORNER)
TOP &
BRACE RAIL
A B O
V E
G R A D
E
1/
PO
S T
H
EI
G H
T
S
EE
S
PE
C
IF
IC
A
TI
O N
S
FO
R F
A B R
IC
H
EI
G H
T
PIPE CORNER POST
PIPE CAP
LINE POST LINE POST CAP
36"
1/4 x 3/4" (6 x 19 mm)
SEE NOTE #4
6" S
EE
N O
TE
CL
TENSION BANDS & STRETCHER
BAR AT EACH SIDE, (TYPICAL
FOR ALL GATES SHOWN)
DROP ROD (SEE DETAIL AT RIGHT)
HINGEHINGE
12" DIA. x 12" DEEP
LATCH
STRAIN
POST
GENERAL NOTES:
1. ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/
OVERHEAD OR UNDERGROUND POWER SOURCES.
2. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BE
BORNE BY THE CONTRACTOR.
3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE
CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.
4. ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.
5. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN
ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.
6. WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINES CROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSE ENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH IN
WRITING.
7. INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES
(20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN.
ELEVATION
N.T.S.
CHAIN LINK FENCE ASSEMBLY, WITH CAP
N.T.S.
FABRIC SELVAGE
N.T.S.
ALTERNATE POSTS
SEE SPECIFICATIONS
6" CRUSHED STONE(SB-2)
SURFACE COURSE COMPACTED
TO 95% MODIFIED PROCTOR.
6" MIN. COMPACTED SUBGRADE @
95% MODIFIED PROCTOR (TYPICAL)
GRAVEL DRIVE DETAIL
N.T.S.
HINGEHINGE
DOUBLE GATE DETAIL
N.T.S
STRAIN
POST
SCALE:
DATE:
DRAWN BY :DESIGNED BY:
JOB NUMBER:
ORIGINAL SIGNATURE ON FILE
REVISION:
R
EV
IS
IO
N S
R
EV
D A
TE
D
ES
C R
IP
TI
O
N
CO
NS
UL
TI
NG
EN
G
IN
EE
RS
, I
NC
M cC
LE
LL
AN
D
D E
S I G
N E
D T
O S
E R
V E
H T T P
/W W
W .M
C E .U
S .C
O M
N.T.S.
AST DAP
JAN 2020
LR18-5787
N C
TR
C
MISCELLANEOUS
DETAILS II
N C
TR
W A
TE
R W
EL
L
JE
FF
ER
S O
N
A R K A N
S A S
W
\1 8-
N C
TR
-W A
TE
R W
EL
L\
D
ES
IG
N
D R A W
IN
G
S \1
8-
-M
D .D
W G
K A N
IS
R
O A D
LI
TT
LE
R
O C K
A R K A N
S A S
(5
1-
| SHT 1 COVER |
| Sheets and Views |
| SHT 1 COVER |
| SHT 2 TOPO |
| Sheets and Views |
| SHT 2 TOPO |
| SHT 3 SITE PLAN |
| Sheets and Views |
| SHT 3 SITE PLAN |
| SHT 4 WEEL DTLS |
| Sheets and Views |
| Model |
| SHT 5 MD1 |
| Sheets and Views |
| SHT 5 MD1 |
| SHT 6 MD2 |
| Sheets and Views |
| SHT 6 MD2 |
| E01_Legend |
| E02_Site Plan |
| E03_One Line |
| E04_Schematic I |
File details come from the government source that posted it. Updated .