Opens August 11 ? Effingham Eiche & Kreke Water Main Replacement ? Plan Drawings

Location:	Illinois
Posted:	Jul 24, 2026
Due:	Aug 11, 2026
Agency:	Effingham city
Type of Government:	State & Local
Category:	C - Architect and Engineering Services - Construction Z - Maintenance, Repair or Alteration of Real Property
Publication URL:	To access bid details, please log in.

Attachment Preview

P.I. STA. 1+18.65 45 degrees BEND R.J. P.I. STA. 1+07.62 N 889549.41 10" GATE VALVE R.J. E 923840.77 N 889541.80 E 923832.77 STA. 1+25.00 BEGIN DIRECTIONAL DRILL 500 LF N 889549.19 E 923847.11 2C CONNECT EXISTING SERVICE STA. 6+25.00 TEEHS TO PROPOSED WATER MAIN END DIRECTIONAL DRILL 500 L.F. CONNECT RELOCATED SERVICE CONNECT RELOCATED SERVICE N 889530.72 TO PROPOSED WATER MAIN TO PROPOSED WATER MAIN STA. 5+67.66 E 924346.77 CONNECT RELOCATED SERVICE 10"X8" TEE R.J. TO PROPOSED WATER MAIN N 889533.14 STA. 5+77.15 W 10' MIN. CONNECT EXISTING SERVICE E 924289.47 10"X6" TEE R.J. EES 10'' W 10'' W 10'' W 2+00 W SEPERATION W TO PROPOSED WATER MAIN N 889532.56 10'' W 10'' W 10'' W 3 10 + '' 0 W 0 10'' W W W 4+00 10' MIN. E 924298.95 - 10'' W W 1 + 0 0 CUT & CAP 10'' W 10'' W 10'' W 10'' W W 5+00 SEPERATION 05+6 10'' W 10'' W 10'' W 6+00 REMOVE AND RELOCATE REMOVE AND RELOCATE 10'' W 10'' W 10'' W WATER METER AND PIT ENIL WATER METER AND PIT STA. 1+00.00 REMOVE AND RELOCATE 45 degrees BEND R.J. CONNECT WATER METER AND PIT TO EXISTING WATER MAIN, HCTAM CUT & CAP SOUTH N 889536.55 8 '' E 923827.25 W REMOVE HYDRANT CONNECT EXISTING SERVICE TO PROPOSED WATER MAIN ON START DIRECTIONAL DRILL 50 L.F. NORTH SIDE OF ROAD N 889525.83 E 924289.36 8 '' W END DIRECTIONAL DRILL 50 L.F. N 889475.84 CP101 E 924288.64 CUT & CAP CONNECT EXISTING SERVICE TO PROPOSED WATER MAIN ON NORTH SIDE OF ROAD NOTE TO CONTRACTOR: 90 degrees BEND R.J. EICHE AVE. STA. 1+00 TO STA. 6+50 N 889465.75 E 924288.49 PROPOSED WATER LINE TO BE INSTALLED AT NORTH EDGE OF SIDEWALK. THE INTENTION IS TO NOT DISTURB THE EXISTING DRIVEWAYS ON THE NORTH SIDE OF THE THE EXISTING SIDEWALK. EICHE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 .NIM .NIM '5.3 590 590 '5.3 10" DIRECTIONALLY DRILLED WATER MAIN 10" PVC SDR-21 WATER MAIN M 1 N. IN . 8 " 1 8 " MI 585 585 580 580 .F.L .F.L 005 005 NIAM LLIRD TCENNOC LLIRD RETAW LANOITCERID NIAM 575 575 HTUOS LANOITCERID .J.R GNITSIXE 56.81+1 .J.R 51.77+5 .J.R 00.50+6 RETAW 00.52+6 07.92+6 .J.R 95.04+6 .J.R 00.52+1 00+1 DNEB PAC DNEB EET DNEB DNEB & "6x"01 NIGEB NIGEB .ATS TUC .ATS .ATS .ATS .ATS DNE .ATS .ATS .ATS degrees54 OT degrees54 degrees54 degrees54 570 570 40.985 30.985 10.985 00.985 99.885 79.885 69.885 59.885 39.885 29.885 19.885 98.885 88.885 78.885 58.885 48.885 38.885 18.885 08.885 13.985 96.985 66.985 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 EICHE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
1
	SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

P.I. STA. 1+18.65 45 degrees BEND R.J. P.I. STA. 1+07.62 N 889549.41 10" GATE VALVE R.J. E 923840.77 N 889541.80 E 923832.77 STA. 1+25.00 BEGIN DIRECTIONAL DRILL 500 LF N 889549.19 E 923847.11 2C CONNECT EXISTING SERVICE STA. 6+25.00 TEEHS TO PROPOSED WATER MAIN END DIRECTIONAL DRILL 500 L.F. CONNECT RELOCATED SERVICE CONNECT RELOCATED SERVICE N 889530.72 TO PROPOSED WATER MAIN TO PROPOSED WATER MAIN STA. 5+67.66 E 924346.77 CONNECT RELOCATED SERVICE 10"X8" TEE R.J. TO PROPOSED WATER MAIN N 889533.14 STA. 5+77.15 W 10' MIN. CONNECT EXISTING SERVICE E 924289.47 10"X6" TEE R.J. EES 10'' W 10'' W 10'' W 2+00 W SEPERATION W TO PROPOSED WATER MAIN N 889532.56 10'' W 10'' W 10'' W 3 10 + '' 0 W 0 10'' W W W 4+00 10' MIN. E 924298.95 - 10'' W W 1 + 0 0 CUT & CAP 10'' W 10'' W 10'' W 10'' W W 5+00 SEPERATION 05+6 10'' W 10'' W 10'' W 6+00 REMOVE AND RELOCATE REMOVE AND RELOCATE 10'' W 10'' W 10'' W WATER METER AND PIT ENIL WATER METER AND PIT STA. 1+00.00 REMOVE AND RELOCATE 45 degrees BEND R.J. CONNECT WATER METER AND PIT TO EXISTING WATER MAIN, HCTAM CUT & CAP SOUTH N 889536.55 8 '' E 923827.25 W REMOVE HYDRANT CONNECT EXISTING SERVICE TO PROPOSED WATER MAIN ON START DIRECTIONAL DRILL 50 L.F. NORTH SIDE OF ROAD N 889525.83 E 924289.36 8 '' W END DIRECTIONAL DRILL 50 L.F. N 889475.84 CP101 E 924288.64 CUT & CAP CONNECT EXISTING SERVICE TO PROPOSED WATER MAIN ON NORTH SIDE OF ROAD NOTE TO CONTRACTOR: 90 degrees BEND R.J. EICHE AVE. STA. 1+00 TO STA. 6+50 N 889465.75 E 924288.49 PROPOSED WATER LINE TO BE INSTALLED AT NORTH EDGE OF SIDEWALK. THE INTENTION IS TO NOT DISTURB THE EXISTING DRIVEWAYS ON THE NORTH SIDE OF THE THE EXISTING SIDEWALK. EICHE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 .NIM .NIM '5.3 590 590 '5.3 10" DIRECTIONALLY DRILLED WATER MAIN 10" PVC SDR-21 WATER MAIN M 1 N. IN . 8 " 1 8 " MI 585 585 580 580 .F.L .F.L 005 005 NIAM LLIRD TCENNOC LLIRD RETAW LANOITCERID NIAM 575 575 HTUOS LANOITCERID .J.R GNITSIXE 56.81+1 .J.R 51.77+5 .J.R 00.50+6 RETAW 00.52+6 07.92+6 .J.R 95.04+6 .J.R 00.52+1 00+1 DNEB PAC DNEB EET DNEB DNEB & "6x"01 NIGEB NIGEB .ATS TUC .ATS .ATS .ATS .ATS DNE .ATS .ATS .ATS degrees54 OT degrees54 degrees54 degrees54 570 570 40.985 30.985 10.985 00.985 99.885 79.885 69.885 59.885 39.885 29.885 19.885 98.885 88.885 78.885 58.885 48.885 38.885 18.885 08.885 13.985 96.985 66.985 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 EICHE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL


NORTH




				.NIM '5.3					.NIM '5.3
M IN .	1 8 "		10" DIRECTIONALL	Y DRILLED WAT	ER MAIN				10" PVC SDR-21 WATER MAIN					"N. 1 8 MI

		.F.L												.
	NIAM TCENNO RETA HT	005 LLIRD LAN												F.L 005 LLIRD NIA LA
00+1 .ATS	C W UOS .J.R GNITSIXE PAC DNEB & TUC degrees54 OT	OITCERID .J.R 56.81+1 00.52+1 DNEB NIGEB .ATS .ATS degrees54											.J.R 51.77+5 EET "6x"01 .ATS	M NOITCERID RETAW 00.50+6 00.52+6 07.92+6 NIGEB .ATS .ATS DNE .ATS	.J.R 95.04+6 DNEB .ATS degrees54	.J.R DNEB degrees54

	40.985		30.985	10.985		00.985 99.885	79.885	69.885 59.885 39.885 29.885	19.885 98.885 88.885	78.885 58.885	48.885	38.885	18.885 08.885	13.985 96.985

P.I. STA. 1+18.65
45 degrees BEND R.J.
P.I. STA. 1+07.62 N 889549.41
10" GATE VALVE R.J. E 923840.77
N 889541.80
E 923832.77
STA. 1+25.00
BEGIN DIRECTIONAL DRILL 500 LF
N 889549.19
E 923847.11
CONNECT EXISTING SERVICE
STA. 6+25.00
TO PROPOSED WATER MAIN
END DIRECTIONAL DRILL 500 L.F.
CONNECT RELOCATED SERVICE CONNECT RELOCATED SERVICE N 889530.72
TO PROPOSED WATER MAIN TO PROPOSED WATER MAIN STA. 5+67.66 E 924346.77
CONNECT RELOCATED SERVICE 10"X8" TEE R.J.
TO PROPOSED WATER MAIN N 889533.14 STA. 5+77.15 W 10' MIN. CONNECT EXISTING SERVICE E 924289.47 10"X6" TEE R.J.
10'' W 10'' W 10'' W 2+00 W SEPERATION W TO PROPOSED WATER MAIN N 889532.56
10'' W 10'' W 10'' W 3 10 + '' 0 W 0 10'' W W
10'' W
W 4+00
W
10' MIN. E 924298.95
1 + 0 0 CUT & CAP 10'' W 10'' W 10'' W 10'' W W 5+00 SEPERATION 10'' W
10'' W 10'' W 6+00
REMOVE AND RELOCATE REMOVE AND RELOCATE 10'' W 10'' W 10'' W
WATER METER AND PIT
WATER METER AND PIT
STA. 1+00.00 REMOVE AND RELOCATE
45 degrees BEND R.J. CONNECT WATER METER AND PIT
TO EXISTING WATER MAIN,
CUT & CAP SOUTH
N 889536.55 8
E 923827.25 W
''
REMOVE HYDRANT
CONNECT EXISTING SERVICE
TO PROPOSED WATER MAIN ON START DIRECTIONAL DRILL 50 L.F.
NORTH SIDE OF ROAD N 889525.83
E 924289.36
8
W
''
END DIRECTIONAL DRILL 50 L.F.
N 889475.84 CP101
E 924288.64
CUT & CAP
CONNECT EXISTING SERVICE
TO PROPOSED WATER MAIN
ON NORTH SIDE OF ROAD
NOTE TO CONTRACTOR:
90 degrees BEND R.J.
EICHE AVE. STA. 1+00 TO STA. 6+50
N 889465.75
E 924288.49
PROPOSED WATER LINE TO BE INSTALLED AT NORTH EDGE OF
SIDEWALK. THE INTENTION IS TO NOT DISTURB THE EXISTING
DRIVEWAYS ON THE NORTH SIDE OF THE THE EXISTING
SIDEWALK.
00+1
.ATS
TCENNOC
.J.R
DNEB
degrees54
NIAM
RETAW
GNITSIXE
OT
HTUOS
PAC
&
TUC
56.81+1
.ATS
.J.R
DNEB
degrees54
.NIM
'5.3
.NIM
'5.3
51.77+5
.ATS
.J.R
EET
"6x"01
00.50+6
.ATS
NIAM
RETAW
NIGEB
00.52+6
.ATS
.F.L
005
LLIRD
LANOITCERID
DNE
07.92+6
.ATS
.J.R
DNEB
degrees54
95.04+6
.ATS
.J.R
DNEB
degrees54
M
IN .
1
8 " 1 8 " MI
N.
00.52+1
.ATS
.F.L
005
LLIRD
LANOITCERID
NIGEB
605
600
595
590
10" DIRECTIONALLY DRILLED WATER MAIN 10" PVC SDR-21 WATER MAIN
585
580
575
570
40.985 30.985 10.985 00.985 99.885 79.885 69.885 59.885 39.885 29.885 19.885 98.885 88.885 78.885 58.885 48.885 38.885 18.885 08.885 13.985 96.985 66.985
605
600
595
590
585
580
575
570
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
2C
TEEHS
EES
-
05+6
ENIL
HCTAM
GROUP
400 WEST JEFFERSON, SUITE A
EFFINGHAM, ILLINOIS 62401
(217) 531-1253 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
ISSUE: # DATE: DESCRIPTION:
#1 2026-05-22 ISPHO PERMIT
#2 2026-06-02 IEPA PERMIT
EICHE AVENUE WATER MAIN PLAN 0 10 20 40
2
NORTH
SCALE: 1"=20' U.S. SURVEY FEET
PROJECT:
City Of Effingham
EFFINGHAM TIF
EICHE & KREKE
WATER MAIN
REPLACEMENT
Effingham County, Illinois
DATE: 06/02/2026
DESIGNED: RRN
DRAWN: GAB/RRN
REVIEWED: ACH
FIELD BOOK NO.: EFF9 PG17-27
SHEET TITLE:
EICHE WM REP.
STA. 1+00 T0 6+50
SHEET NUMBER:
C1
EICHE AVENUE WATER MAIN PROFILE
1
SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
PROJECT NO.: 02600811.001

STA. 6+53.85 10"X6" TEE R.J. W/6" GATE VALVE & BOX AND STEAMER HYDRANT NORTH, W/10" GATE VALVE & BOX EAST N 889522.19 E 924372.16 CONNECT EXISTING SERVICE STA. 10+58.21 TO PROPOSED WATER MAIN 45 degrees BEND R.J. STA. 10+91.59 1C N 889516.41 45 degrees BEND R.J. E 924773.56 N 889515.40 STA. 10+39.00 E 924806.92 TEEHS W END DIRECTIONAL DRILL 380 L.F. N 889510.26 STA. 11+03.93 E 924757.13 BEGIN DIRECTIONAL DRILL 120 L.F. W N 889507.92 W CONNECT EXISTING SERVICE E 924816.09 7+00 EES 10'' W B S E TA G . I N 6+ D 5 I 9 R .0 E 0 C 1 T 0' I ' O W NAL DRILL 380 L.F 1 . 0'' W 10'' W 10'' W 10'' W 8+00 10'' W 10'' W 10'' W 10'' 9 W +00 10'' W 10'' W TO PROPOSED 1 W 0'' A W TER MAIN 10 1 + 0 0 '' W 0 10'' W 10'' W 1 1 + 0 0 - 05+6 3C TEEHS E N 9 8 2 8 4 9 3 5 7 2 7 2 . . 3 0 1 3 10'' W 10'' W 10'' W 12+ 1 0 0' 0 ' W STA. 11+01.83 ENIL 45 degrees BEND R.J. N 889507.99 - STA. 10+49.29 E 924813.99 00+21 HCTAM 45 degrees BEND R.J. N 889509.94 E 924767.42 ENIL HCTAM CONNECT EXISTING METER TO PROPOSED WATER MAIN - HDD SERVICE LINE CONNECT EXISTING METER CONNECT EXISTING METER TO PROPOSED WATER MAIN - TO PROPOSED WATER MAIN - HDD SERVICE LINE NOTE TO CONTRACTOR: HDD SERVICE LINE PHASE 1 EICHE AVE. STA. 6+50 TO STA. 12+00 SIDEWALK REPAIR TO MATCH EXISTING WIDTH AND DEPTH. THICKNESS OF CONCRETE SHALL BE AT MINIMUM DEPTH OF 6" AT DRIVE WAY CROSSING AND SHALL TAPER TO SIDEWALK 4" MINIMUM DEPTH AT A LENGTH OF 2' FOOT ON EACH SIDE OF DRIVEWAY CROSSING. EICHE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 .NIM .NIM '5.3 590 590 '5.3 10" HORIZONTALLY DIRECTIONAL DRILLED WATER MAIN 10" HORIZONTALLY DIRECTIONAL DRILLED WATER MAIN 10" PVC SDR-21 WATER MAIN 10" DIRECTIONAL DRILLED WATER MAIN "N. 1 8 MI 585 585 XOB 580 580 & EVLAV ,HTRON TSAE LLIRD LLIRD ETAG TNARDYH XOB LLIRD LANOITCERID & LANOITCERID "6/W 575 575 EVLAV LANOITCERID .J.R REMAETS 00.95+6 00.74+01 92.94+01 .J.R 12.85+01 .J.R 95.19+01 .J.R 38.10+11 .J.R 39.30+11 58.35+6 ETAG EET NIGEB DNEB DNEB DNEB DNEB .ATS NIGEB .ATS "6X"01 DNA "01/W .ATS DNE .ATS .ATS .ATS .ATS .ATS degrees54 degrees54 degrees54 degrees54 570 570 66.985 26.985 95.985 65.985 25.985 94.985 54.985 24.985 93.985 53.985 23.985 82.985 52.985 12.985 81.985 51.985 11.985 80.985 40.985 10.985 89.885 49.885 19.885 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 EICHE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
1
	SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

STA. 6+53.85 10"X6" TEE R.J. W/6" GATE VALVE & BOX AND STEAMER HYDRANT NORTH, W/10" GATE VALVE & BOX EAST N 889522.19 E 924372.16 CONNECT EXISTING SERVICE STA. 10+58.21 TO PROPOSED WATER MAIN 45 degrees BEND R.J. STA. 10+91.59 1C N 889516.41 45 degrees BEND R.J. E 924773.56 N 889515.40 STA. 10+39.00 E 924806.92 TEEHS W END DIRECTIONAL DRILL 380 L.F. N 889510.26 STA. 11+03.93 E 924757.13 BEGIN DIRECTIONAL DRILL 120 L.F. W N 889507.92 W CONNECT EXISTING SERVICE E 924816.09 7+00 EES 10'' W B S E TA G . I N 6+ D 5 I 9 R .0 E 0 C 1 T 0' I ' O W NAL DRILL 380 L.F 1 . 0'' W 10'' W 10'' W 10'' W 8+00 10'' W 10'' W 10'' W 10'' 9 W +00 10'' W 10'' W TO PROPOSED 1 W 0'' A W TER MAIN 10 1 + 0 0 '' W 0 10'' W 10'' W 1 1 + 0 0 - 05+6 3C TEEHS E N 9 8 2 8 4 9 3 5 7 2 7 2 . . 3 0 1 3 10'' W 10'' W 10'' W 12+ 1 0 0' 0 ' W STA. 11+01.83 ENIL 45 degrees BEND R.J. N 889507.99 - STA. 10+49.29 E 924813.99 00+21 HCTAM 45 degrees BEND R.J. N 889509.94 E 924767.42 ENIL HCTAM CONNECT EXISTING METER TO PROPOSED WATER MAIN - HDD SERVICE LINE CONNECT EXISTING METER CONNECT EXISTING METER TO PROPOSED WATER MAIN - TO PROPOSED WATER MAIN - HDD SERVICE LINE NOTE TO CONTRACTOR: HDD SERVICE LINE PHASE 1 EICHE AVE. STA. 6+50 TO STA. 12+00 SIDEWALK REPAIR TO MATCH EXISTING WIDTH AND DEPTH. THICKNESS OF CONCRETE SHALL BE AT MINIMUM DEPTH OF 6" AT DRIVE WAY CROSSING AND SHALL TAPER TO SIDEWALK 4" MINIMUM DEPTH AT A LENGTH OF 2' FOOT ON EACH SIDE OF DRIVEWAY CROSSING. EICHE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 .NIM .NIM '5.3 590 590 '5.3 10" HORIZONTALLY DIRECTIONAL DRILLED WATER MAIN 10" HORIZONTALLY DIRECTIONAL DRILLED WATER MAIN 10" PVC SDR-21 WATER MAIN 10" DIRECTIONAL DRILLED WATER MAIN "N. 1 8 MI 585 585 XOB 580 580 & EVLAV ,HTRON TSAE LLIRD LLIRD ETAG TNARDYH XOB LLIRD LANOITCERID & LANOITCERID "6/W 575 575 EVLAV LANOITCERID .J.R REMAETS 00.95+6 00.74+01 92.94+01 .J.R 12.85+01 .J.R 95.19+01 .J.R 38.10+11 .J.R 39.30+11 58.35+6 ETAG EET NIGEB DNEB DNEB DNEB DNEB .ATS NIGEB .ATS "6X"01 DNA "01/W .ATS DNE .ATS .ATS .ATS .ATS .ATS degrees54 degrees54 degrees54 degrees54 570 570 66.985 26.985 95.985 65.985 25.985 94.985 54.985 24.985 93.985 53.985 23.985 82.985 52.985 12.985 81.985 51.985 11.985 80.985 40.985 10.985 89.885 49.885 19.885 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 EICHE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL


NORTH




				.NIM '5.3												.NIM '5.
10" HORI		ZONTALLY DIRECTIONAL DRILLED WATER	MAIN			10" HORIZONTALLY DIRECTIONAL DRILLED WATER MAIN			10" PVC SDR-			21 WATER MAIN "N. 1 8 MI			10"	3 DIRECTIONAL DRILLED WATER
XOB & E	,H
VLAV ETAG "6/W	TRON TSAE LLIRD TNARDY XOB LANOIT & EV							LLIRD LA						LLIRD LANO
.J.R 58.35+6 EET "6X"01 .ATS	H LAV CERID REMAETS 00.95+6 ETAG NIGEB .ATS "01/W DNA							NOITCERID 00.74+01 .ATS DNE	92.94+01 .ATS	.J.R 12.85+01 DNEB .ATS degrees54	.J.R DNEB degrees54	95.19+01 .ATS	.J.R DNEB degrees54	ITCERID 38.10+11 .J.R 39.30+11 DNEB NIGEB .ATS .ATS degrees54

66.985 26.985		95.985 65.985	25.985 94.985	54.985 24.985	93.985 53.985 23.985	82.985 52.985 12.985	81.985 51.985		11.985			80.985		40.985	10.985	89.885 49.885

STA. 6+53.85
10"X6" TEE R.J. W/6" GATE VALVE & BOX
AND STEAMER HYDRANT NORTH,
W/10" GATE VALVE & BOX EAST
N 889522.19
E 924372.16
CONNECT EXISTING SERVICE STA. 10+58.21
TO PROPOSED WATER MAIN 45 degrees BEND R.J. STA. 10+91.59
N 889516.41 45 degrees BEND R.J.
E 924773.56 N 889515.40
STA. 10+39.00
E 924806.92
W END DIRECTIONAL DRILL 380 L.F.
N 889510.26 STA. 11+03.93
E 924757.13
BEGIN DIRECTIONAL DRILL 120 L.F.
W N 889507.92
W
CONNECT EXISTING SERVICE E 924816.09 7+00
10'' W B S E TA G . I N 6+ D 5 I 9 R .0 E 0 C 1 T 0' I ' O W NAL DRILL 380 L.F 1 . 0'' W 10'' W 10'' W 10'' W 8+00 10'' W 10'' W 10'' W 10'' 9 W +00 10'' W 10'' W TO PROPOSED 1 W 0'' A W TER MAIN 10 1 + 0 0 '' W 0 10'' W 10'' W 1 1 + 0 0
E N 9 8 2 8 4 9 3 5 7 2 7 2 . . 3 0 1 3 10'' W 10'' W 10'' W 12+ 1 0 0' 0 ' W
STA. 11+01.83
45 degrees BEND R.J.
N 889507.99
STA. 10+49.29 E 924813.99
45 degrees BEND R.J.
N 889509.94
E 924767.42
CONNECT EXISTING METER
TO PROPOSED WATER MAIN -
HDD SERVICE LINE
CONNECT EXISTING METER
CONNECT EXISTING METER TO PROPOSED WATER MAIN -
TO PROPOSED WATER MAIN - HDD SERVICE LINE
NOTE TO CONTRACTOR:
HDD SERVICE LINE
PHASE 1 EICHE AVE. STA. 6+50 TO STA. 12+00
SIDEWALK REPAIR TO MATCH EXISTING WIDTH AND DEPTH.
THICKNESS OF CONCRETE SHALL BE AT MINIMUM DEPTH
OF 6" AT DRIVE WAY CROSSING AND SHALL TAPER TO
SIDEWALK 4" MINIMUM DEPTH AT A LENGTH OF 2' FOOT ON
EACH SIDE OF DRIVEWAY CROSSING.
58.35+6
.ATS
XOB
&
EVLAV
ETAG
"6/W
.J.R
EET
"6X"01
,HTRON
TNARDYH
REMAETS
DNA
TSAE
XOB
&
EVLAV
ETAG
"01/W
00.95+6
.ATS
LLIRD
LANOITCERID
NIGEB
.NIM
'5.3
00.74+01
.ATS
LLIRD
LANOITCERID
DNE
92.94+01
.ATS
.J.R
DNEB
degrees54
12.85+01
.ATS
.J.R
DNEB
degrees54
95.19+01
.ATS
.J.R
DNEB
degrees54
38.10+11
.ATS
.J.R
DNEB
degrees54
.NIM
'5.3
"N.
1 8 MI
39.30+11
.ATS
LLIRD
LANOITCERID
NIGEB
605
600
595
590
10" HORIZONTALLY DIRECTIONAL DRILLED WATER MAIN
10" HORIZONTALLY DIRECTIONAL DRILLED WATER MAIN
10" PVC SDR-21 WATER MAIN 10" DIRECTIONAL DRILLED WATER MAIN
585
580
575
570
66.985 26.985 95.985 65.985 25.985 94.985 54.985 24.985 93.985 53.985 23.985 82.985 52.985 12.985 81.985 51.985 11.985 80.985 40.985 10.985 89.885 49.885 19.885
605
600
595
590
585
580
575
570
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
1C
TEEHS
EES
- 05+6
ENIL
HCTAM
3C TEEHS
-
00+21
ENIL
HCTAM
GROUP
400 WEST JEFFERSON, SUITE A
EFFINGHAM, ILLINOIS 62401
(217) 531-1253 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
ISSUE: # DATE: DESCRIPTION: #1 2026-05-22 ISPHO PERMIT
#2 2026-06-02 IEPA PERMIT
EICHE AVENUE WATER MAIN PLAN 0 10 20 40
2
NORTH
SCALE: 1"=20' U.S. SURVEY FEET
PROJECT:
City Of Effingham
EFFINGHAM TIF
EICHE & KREKE
WATER MAIN
REPLACEMENT
Effingham County, Illinois
DATE: 06/02/2026
DESIGNED: RRN
DRAWN: GAB/RRN
REVIEWED: ACH
FIELD BOOK NO.: EFF9 PG17-27
SHEET TITLE:
EICHE WM REP.
STA. 6+50 TO 12+00
SHEET NUMBER:
C2
EICHE AVENUE WATER MAIN PROFILE
1
SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
PROJECT NO.: 02600811.001

ECIVRES STA. 12+23.93 END DIRECTIONAL DRILL 120 L.F. N 889504.04 NI E 924936.03 FI YFIREV STA. 12+24.41 10"X10" TEE R.J. W/10"X6" REDUCER EAST W/6" GATE VALVE & BOX DLEIF AND STEAMER HYDRANT SOUTH N 889504.03 E 924936.50 00+21 CP109 12+00 10'' W ENIL STA. 12+31.59 BEGIN DIRECTIONAL DRILL 40 L.F. HCTAM N 889496.85 E 924936.27 1 STA. 13+09 0 '' CONNECT TO EXISTING WATER MAINS W 10"X10" TEE R.J. W/ 10" GATE VALVE WEST AND EAST 10"X6" REDUCER SOUTH N 889454.96 CUT & CAP E 924971.36 13+00 10'' W 13+09 STA. 12+71.59 END DIRECTIONAL DRILL 40 L.F. N 889456.87 E 924934.98 EICHE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 590 590 10" DIRECTIONAL DRILLED WATER MAIN M1 IN8 " . 585 585 XOB 580 580 & EVLAV HTUOS ETAG LLIRD ETAG TNARDYH LLIRD LLIRD "01/W LANOITCERID "6/W 94+02 TSEW LANOITCERID LANOITCERID 575 575 .J.R .J.R REMAETS 83.62+21 39.32+21 49.03+21 59.58+21 = XOB EET EET 09+21 &EVLAV "01X"01 "6X"01 NIGEB .ATS DNA .ATS .ATS DNE .ATS .ATS DNE 570 570 19.885 78.885 48.885 18.885 77.885 12+00 12+50 13+00 EICHE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
1
	SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

ECIVRES STA. 12+23.93 END DIRECTIONAL DRILL 120 L.F. N 889504.04 NI E 924936.03 FI YFIREV STA. 12+24.41 10"X10" TEE R.J. W/10"X6" REDUCER EAST W/6" GATE VALVE & BOX DLEIF AND STEAMER HYDRANT SOUTH N 889504.03 E 924936.50 00+21 CP109 12+00 10'' W ENIL STA. 12+31.59 BEGIN DIRECTIONAL DRILL 40 L.F. HCTAM N 889496.85 E 924936.27 1 STA. 13+09 0 '' CONNECT TO EXISTING WATER MAINS W 10"X10" TEE R.J. W/ 10" GATE VALVE WEST AND EAST 10"X6" REDUCER SOUTH N 889454.96 CUT & CAP E 924971.36 13+00 10'' W 13+09 STA. 12+71.59 END DIRECTIONAL DRILL 40 L.F. N 889456.87 E 924934.98 EICHE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 590 590 10" DIRECTIONAL DRILLED WATER MAIN M1 IN8 " . 585 585 XOB 580 580 & EVLAV HTUOS ETAG LLIRD ETAG TNARDYH LLIRD LLIRD "01/W LANOITCERID "6/W 94+02 TSEW LANOITCERID LANOITCERID 575 575 .J.R .J.R REMAETS 83.62+21 39.32+21 49.03+21 59.58+21 = XOB EET EET 09+21 &EVLAV "01X"01 "6X"01 NIGEB .ATS DNA .ATS .ATS DNE .ATS .ATS DNE 570 570 19.885 78.885 48.885 18.885 77.885 12+00 12+50 13+00 EICHE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

N 88 E 92	9504.04 4936.03

	STA. 12+2 10"X10" T W/6" GAT AND STE N 889504. E 924936.	4.41 EE R.J. W/10"X6" R E VALVE & BOX AMER HYDRANT S 03 50	EDUCER EAST OUTH

STA. 12+71.5 END DIRECT N 889456.87 E 924934.98	9 IONAL DRILL 40 L.F


NORTH





10" DIREC M1 IN8 " .		TIONAL DRIL	LED WATER MAIN
XOB & E H
VLAV TUOS LLIRD ETAG TNARDYH "6/W LA	LLIRD LAN			LLIRD LA	ETAG "01/W 94+ TSE
NOITCERID .J.R REMAETS 39.32+21 83.62+21 EET "6X"01 .ATS DNE .ATS DNA	OITCERID 49.03+21 NIGEB .ATS		59.58+21 .ATS	NOITCERID DNE	02 .J.R W = XOB EET 09+21 &EVLAV "01X"01 .ATS

78.885		48.885	18.885

STA. 12+23.93
END DIRECTIONAL DRILL 120 L.F.
N 889504.04
E 924936.03
STA. 12+24.41
10"X10" TEE R.J. W/10"X6" REDUCER EAST
W/6" GATE VALVE & BOX
AND STEAMER HYDRANT SOUTH
N 889504.03
E 924936.50
CP109
12+00
STA. 12+31.59
BEGIN DIRECTIONAL DRILL 40 L.F.
N 889496.85
E 924936.27
CUT & CAP
13+00
13+09
STA. 12+71.59
END DIRECTIONAL DRILL 40 L.F.
N 889456.87
E 924934.98
ECIVRES
NI
FI
YFIREV
DLEIF
10'' W
1 STA. 13+09 0
W
'' CONNECT TO EXISTING WATER MAINS
10"X10" TEE R.J. W/ 10" GATE VALVE WEST AND EAST
10"X6" REDUCER SOUTH
N 889454.96
E 924971.36
10'' W
83.62+21
.ATS
XOB
&
EVLAV
ETAG
"6/W
.J.R
EET
"6X"01
HTUOS
TNARDYH
REMAETS
DNA
94+02
=
09+21
.ATS
ETAG
"01/W
.J.R
EET
"01X"01
TSEW
XOB
&EVLAV
M1
IN8
"
.
39.32+21
.ATS
LLIRD
LANOITCERID
DNE
49.03+21
.ATS
LLIRD
LANOITCERID
NIGEB
59.58+21
.ATS
LLIRD
LANOITCERID
DNE
605
600
595
590
10" DIRECTIONAL DRILLED WATER MAIN
585
580
575
570
19.885 78.885 48.885 18.885 77.885
605
600
595
590
585
580
575
570
12+00 12+50 13+00
00+21
ENIL
HCTAM
GROUP
400 WEST JEFFERSON, SUITE A
EFFINGHAM, ILLINOIS 62401
(217) 531-1253 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
ISSUE:
# DATE: DESCRIPTION:
#1 2026-05-22 ISPHO PERMIT
#2 2026-06-02 IEPA PERMIT
EICHE AVENUE WATER MAIN PLAN 0 10 20 40
2
NORTH
SCALE: 1"=20' U.S. SURVEY FEET
PROJECT:
City Of Effingham
EFFINGHAM TIF
EICHE & KREKE
WATER MAIN
REPLACEMENT
Effingham County, Illinois
DATE: 06/02/2026
DESIGNED: RRN
DRAWN: GAB/RRN
REVIEWED: ACH
FIELD BOOK NO.: EFF9 PG17-27
SHEET TITLE:
EICHE WM REP.
STA. 12+00 TO 13+09
SHEET NUMBER:
C3
EICHE AVENUE WATER MAIN PROFILE
1
SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
PROJECT NO.: 02600811.001

STA. 52+68.34, 5 LT STA. 53+96.98 6" TAPPING VALVE & SLEEVE, 8"X8" TEE R.J., 8"X6" REDUCER CONNECT TO EXISTING 6" WATER MAIN, STA. 52+63.70, 5 LT 6" GATE VALVE & BOX AND STA. 54+07.76 CUT AND CAP SOUTH 90 degrees BEND R.J. STEAMER HYDRANT NORTH, REMOVE EXISTING N 890162.31 N 890162.40 8" GATE VALVE & BOX EAST, TAPPING VALVE & SLEEVE, E 923955.87 E 923951.23 8"X6" REDUCER EAST CONNECT TO EXISTING N 890161.37 WITH R.J. COUPLING CP102 E 924077.66 CUT & CAP SOUTH 51+00 54+00 STA. 5 8' 0 ' W +32.67 8'' W 8'' W 8'' W 8'' W 8'' W 8'' 5 W 2+00 8'' W 8'' W 8'' W 53 8 + '' W 00 8'' W 8'' W 8'' W E N 9 8 2 9 4 0 0 1 8 6 8 1 . . 4 3 4 7 8" 45 degrees BEND R.J. 50+00 N 890163.60 STA. 52+63.81 STA. 50+00.00 54+08 E 923720.18 8"X6" TEE R.J. STA. 53+90.26 CONNECT TO EXISTING, N 890157.40 8" 90 degrees BEND R.J. 10"X8" REDUCER EAST, E 923951.23 N 890154.66 CUT AND CAP SOUTH E 924077.66 N 890145.73 VERIFY WATER METER IS CONNECTED - E 923696.49 CP107 IF NEW CONNECTION IS NEEDED, CONNECT STA. 50+10.00 TO PROPOSED OR EXISTING 6" WATER MAIN 8" 45 degrees BEND R.J. VIA OPEN CUT. N 890145.53 CONNECT EXISTING METER E 923706.48 TO PROPOSED WATER MAIN - STA. 50+06.03 HDD SERVICE LINE CUT AND CAP 8" GATE VALVE R.J. WATERMAIN N 890145.61 AT EXISTING VALVE E 923702.52 CONNECT EXISTING METER CONNECT EXISTING METER TO PROPOSED WATER MAIN TO PROPOSED WATER MAIN - HDD SERVICE LINE - HDD SERVICE LINE KREKE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 .NIM 590 590 .NIM '5.3 '5.3 MIN. 18" 8" PVC SDR-21 WATER MAIN 8" PVC SDR-21 WATER MAIN 8" PVC SDR-21 WATER MAIN 585 585 580 580 RECUDER RECUDER ,HTRON ,TSAE ,HTRON ,TSAE DNA DNA GNITSIXE HTUOS XOB XOB TSAE XOB XOB TSAE "6X"8 TNARDYH "6X"8 TNARDYH .J.R 575 575 & & & & ,.J.R EVLAV EVLAV RECUDER ,.J.R EVLAV EVLAV RECUDER EVLAV OT PAC .J.R 39.03+05 .J.R 70.26+05 .J.R 25.88+35 .J.R 32.59+35 32.59+35 00+05 01+05 60+05 TCENNOC DNA DNEB DNEB EET DNEB EET REMAETS EET REMAETS ETAG ETAG ETAG ETAG ETAG .ATS TUC .ATS .ATS .ATS "6X"8 .ATS .ATS "8X"8 "6X"8 .ATS "8X"8 "6X"8 .ATS degrees54 degrees54 degrees09 570 570 "6 "8 "6 "8 "8 73.685 63.685 53.685 43.685 74.685 06.685 47.685 88.685 20.785 61.785 03.785 44.785 85.785 27.785 58.785 99.785 31.885 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 KREKE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
1
	SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

STA. 52+68.34, 5 LT STA. 53+96.98 6" TAPPING VALVE & SLEEVE, 8"X8" TEE R.J., 8"X6" REDUCER CONNECT TO EXISTING 6" WATER MAIN, STA. 52+63.70, 5 LT 6" GATE VALVE & BOX AND STA. 54+07.76 CUT AND CAP SOUTH 90 degrees BEND R.J. STEAMER HYDRANT NORTH, REMOVE EXISTING N 890162.31 N 890162.40 8" GATE VALVE & BOX EAST, TAPPING VALVE & SLEEVE, E 923955.87 E 923951.23 8"X6" REDUCER EAST CONNECT TO EXISTING N 890161.37 WITH R.J. COUPLING CP102 E 924077.66 CUT & CAP SOUTH 51+00 54+00 STA. 5 8' 0 ' W +32.67 8'' W 8'' W 8'' W 8'' W 8'' W 8'' 5 W 2+00 8'' W 8'' W 8'' W 53 8 + '' W 00 8'' W 8'' W 8'' W E N 9 8 2 9 4 0 0 1 8 6 8 1 . . 4 3 4 7 8" 45 degrees BEND R.J. 50+00 N 890163.60 STA. 52+63.81 STA. 50+00.00 54+08 E 923720.18 8"X6" TEE R.J. STA. 53+90.26 CONNECT TO EXISTING, N 890157.40 8" 90 degrees BEND R.J. 10"X8" REDUCER EAST, E 923951.23 N 890154.66 CUT AND CAP SOUTH E 924077.66 N 890145.73 VERIFY WATER METER IS CONNECTED - E 923696.49 CP107 IF NEW CONNECTION IS NEEDED, CONNECT STA. 50+10.00 TO PROPOSED OR EXISTING 6" WATER MAIN 8" 45 degrees BEND R.J. VIA OPEN CUT. N 890145.53 CONNECT EXISTING METER E 923706.48 TO PROPOSED WATER MAIN - STA. 50+06.03 HDD SERVICE LINE CUT AND CAP 8" GATE VALVE R.J. WATERMAIN N 890145.61 AT EXISTING VALVE E 923702.52 CONNECT EXISTING METER CONNECT EXISTING METER TO PROPOSED WATER MAIN TO PROPOSED WATER MAIN - HDD SERVICE LINE - HDD SERVICE LINE KREKE AVENUE WATER MAIN PLAN 0 10 20 40 2 NORTH SCALE: 1"=20' U.S. SURVEY FEET 605 605 600 600 595 595 .NIM 590 590 .NIM '5.3 '5.3 MIN. 18" 8" PVC SDR-21 WATER MAIN 8" PVC SDR-21 WATER MAIN 8" PVC SDR-21 WATER MAIN 585 585 580 580 RECUDER RECUDER ,HTRON ,TSAE ,HTRON ,TSAE DNA DNA GNITSIXE HTUOS XOB XOB TSAE XOB XOB TSAE "6X"8 TNARDYH "6X"8 TNARDYH .J.R 575 575 & & & & ,.J.R EVLAV EVLAV RECUDER ,.J.R EVLAV EVLAV RECUDER EVLAV OT PAC .J.R 39.03+05 .J.R 70.26+05 .J.R 25.88+35 .J.R 32.59+35 32.59+35 00+05 01+05 60+05 TCENNOC DNA DNEB DNEB EET DNEB EET REMAETS EET REMAETS ETAG ETAG ETAG ETAG ETAG .ATS TUC .ATS .ATS .ATS "6X"8 .ATS .ATS "8X"8 "6X"8 .ATS "8X"8 "6X"8 .ATS degrees54 degrees54 degrees09 570 570 "6 "8 "6 "8 "8 73.685 63.685 53.685 43.685 74.685 06.685 47.685 88.685 20.785 61.785 03.785 44.785 85.785 27.785 58.785 99.785 31.885 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 KREKE AVENUE WATER MAIN PROFILE 1 SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL

STA. 50+32.67 8" 45 degrees BEND R. N 890163.60 E 923720.18	J.


NORTH




														.NIM
	MIN. 18"	8" PVC SDR-21 W	ATER MAIN		.NIM '5.3			8"	PVC SDR-21 WATER	MAIN				'5.3	8" PVC SDR-21 WA	TER MAIN

	GNITSIX HTUO .J.R																RECUDER "6X"	,HTRON ,TSAE DNA XOB XOB TSAE TNA & &	RECUDER ,HTRON ,TSAE DNA XOB XOB "6X" TNA & &	TSAE
00+05 .ATS	E S EVLAV OT PAC .J.R 60+05 01+05 TCENNOC DNA DNEB ETAG TUC .ATS .ATS degrees54 "8	39.03+05 .J.R DNEB .ATS degrees54	70.26+05 .J.R EET .ATS "6X"8													8 ,.J.R 25.88+35 .J.R 32.59+35 DNEB EET .ATS .ATS "8X"8 degrees09		EVLAV RDYH EVLAV RECUDER 8 ,.J.R EVLAV RDYH EVLAV 32.59+35 REMAETS EET REMAETS ETAG ETAG ETAG ETAG "6X"8 .ATS "8X"8 "6 "8 "6 "8
	73.685	63.685	53.685	43.685	74.685	06.685	47.685	88.685	20.785	61.785	03.785	44.785	85.785	27.785	58.785	99.785		31.885

.NIM
'5.3

STA. 52+68.34, 5 LT
STA. 53+96.98
6" TAPPING VALVE & SLEEVE,
8"X8" TEE R.J., 8"X6" REDUCER
CONNECT TO EXISTING 6" WATER MAIN,
STA. 52+63.70, 5 LT 6" GATE VALVE & BOX AND STA. 54+07.76
CUT AND CAP SOUTH
90 degrees BEND R.J. STEAMER HYDRANT NORTH, REMOVE EXISTING N 890162.31
N 890162.40 8" GATE VALVE & BOX EAST, TAPPING VALVE & SLEEVE,
E 923955.87
E 923951.23 8"X6" REDUCER EAST CONNECT TO EXISTING
N 890161.37 WITH R.J. COUPLING CP102
E 924077.66 CUT & CAP SOUTH
51+00 54+00
STA. 5 8' 0 ' W +32.67 8'' W 8'' W 8'' W 8'' W 8'' W 8'' 5 W 2+00 8'' W 8'' W 8'' W 53 8 + '' W 00 8'' W 8'' W 8'' W E N 9 8 2 9 4 0 0 1 8 6 8 1 . . 4 3 4 7
8" 45 degrees BEND R.J.
STA. 50+00.00
50+00 N 890163.60 STA. 52+63.81
54+08
E 923720.18 8"X6" TEE R.J. STA. 53+90.26
CONNECT TO EXISTING,
N 890157.40 8" 90 degrees BEND R.J.
10"X8" REDUCER EAST,
E 923951.23 N 890154.66
CUT AND CAP SOUTH
E 924077.66
N 890145.73 VERIFY WATER METER IS CONNECTED -
E 923696.49 CP107 IF NEW CONNECTION IS NEEDED, CONNECT
STA. 50+10.00 TO PROPOSED OR EXISTING 6" WATER MAIN
8" 45 degrees BEND R.J. VIA OPEN CUT.
N 890145.53 CONNECT EXISTING METER
E 923706.48 TO PROPOSED WATER MAIN -
STA. 50+06.03 HDD SERVICE LINE
8" GATE VALVE R.J.
N 890145.61
E 923702.52
CONNECT EXISTING METER CONNECT EXISTING METER
TO PROPOSED WATER MAIN TO PROPOSED WATER MAIN
- HDD SERVICE LINE - HDD SERVICE LINE
00+05
.ATS
MIN.
GNITSIXE
OT
TCENNOC
18"
HTUOS
PAC
DNA
TUC
01+05
.ATS
.J.R
DNEB
degrees54
39.03+05
.ATS
.J.R
DNEB
degrees54
70.26+05
.ATS
.J.R
EET
"6X"8
.NIM
'5.3
.NIM
'5.3
25.88+35
.ATS
.J.R
DNEB
degrees09
32.59+35
.ATS
RECUDER
"6X"8
,.J.R
EET
"8X"8
DNA
XOB
&
EVLAV
ETAG
"6
,HTRON
TNARDYH
REMAETS
,TSAE
XOB
&
EVLAV
ETAG
"8
TSAE
RECUDER
"6X"8
32.59+35
.ATS
RECUDER
"6X"8
,.J.R
EET
"8X"8
DNA
XOB
&
EVLAV
ETAG
"6
,HTRON
TNARDYH
REMAETS
,TSAE
XOB
&
EVLAV
ETAG
"8
TSAE
RECUDER
"6X"8
8" PVC SDR-21 WATER MAIN
8" PVC SDR-21 WATER MAIN
8" PVC SDR-21 WATER MAIN
60+05
.ATS
.J.R
EVLAV
ETAG
"8
605
600
595
590
585
580
575
570
73.685 63.685 53.685 43.685 74.685 06.685 47.685 88.685 20.785 61.785 03.785 44.785 85.785 27.785 58.785 99.785 31.885
GROUP
400 WEST JEFFERSON, SUITE A
EFFINGHAM, ILLINOIS 62401
(217) 531-1253 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
ISSUE:
# DATE: DESCRIPTION:
#1 2026-05-22 ISPHO PERMIT
#2 2026-06-02 IEPA PERMIT
CUT AND CAP
WATERMAIN
AT EXISTING VALVE
KREKE AVENUE WATER MAIN PLAN 0 10 20 40
2
NORTH
SCALE: 1"=20' U.S. SURVEY FEET
PROJECT:
605
City Of Effingham
600
EFFINGHAM TIF
EICHE & KREKE
WATER MAIN
595 REPLACEMENT
590
Effingham County, Illinois
DATE: 06/02/2026
585
DESIGNED: RRN
DRAWN: RRN/GAB
580 REVIEWED: ACH
FIELD BOOK NO.: EFF
SHEET TITLE:
575
KREKE AVE.
STA. 50+00 TO 54+08
570
SHEET NUMBER:
50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 C4
KREKE AVENUE WATER MAIN PROFILE
1
SCALE: 1"=20' HORIZONTAL 1"=5' VERTICAL
PROJECT NO.: 02600811.001

This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.

Opens August 11 ? Effingham Eiche & Kreke Water Main Replacement ? Plan Drawings

Attachment Preview

See also