LETTER OF TRANSMITTAL · lc 1in pipe w/ y cap 14775 bent 7659 0.000 lc 1/2rb w/ y cap 7625 bent 7661 0.000 lc 1in pipe w/ y cap 14775 bent 7075 0.000 lc 1/2rb w/ y cap 7625 12" di

LETTER OF TRANSMITTAL

5525 Merle Hay Road, Suite 200 Johnston, IA 50131 515.278.2913

To: City of Clive

2123 NW 111th Street

Clive, IA 50325

Date: 1/22/2021

Job No. 190600

Attn: Jim Hagelie

Re: Clark Street Reconstruction – Phase 2

We are sending you the following items:

Attached

Under Separate Cover

Via

Shop Drawings Prints Plans Samples Submittals

Specifications Copy of Letter Change Order Addendum #1

Copies Date Description

1 1/22/2021 Addendum #1

For Approval Reviewed as submitted Resubmit Copies for approval

For Your Use Reviewed as noted Submit Copies for distribution

As Requested Returned for corrections Return Corrected prints

For Review and Comment

Prints Returned After Loan To Us For Bids Due

Remarks: Please contact us if you have any questions (515-278-2913).

Copies to: Jim Hagelie (City of Clive); File Signed:

J:\2019\190600\Design\Permits\IDNR Wastewater\trn-010820-Wastewater Construction Permit Application.doc

HR Green, Inc. Clark Street Reconstruction Phase 2

Project No. 190600.03 Clive, Iowa

Addendum #1

Page 1 of 2

Clark Street Reconstruction Phase 2 Clive, Iowa

CONTRACTOR’S BID DATE: Tuesday, February 2, 2021 @ 2:00 PM

PLACE FOR CONTRACTORS TO SUBMIT BIDS: City of Clive

City Clerk’s Office 1900 NW 114th St.

Clive, IA 50325

ADDENDUM NO.1 January 22, 2021

TO ALL PLANHOLDERS:

The following changes, clarifications, additions, and/or deletions are hereby made as part of the contract documents for the above-referenced project, as fully and completely as if the same were fully set forth therein:

Questions Received (Clarification): No questions this addendum.

Plans

1. Replace the following plan sheets with revised plan sheets attached to this Addendum #1:

MWM01, MWM02, MWM03

Summary of Changes: Callouts added to the plan set for watermain runs at the intersections to clarify where restrained joint pipe is needed after receiving questions from potential bidder.

Specifications and Bid Documents No changes to be made to any quantities. Any additional work/ cost should be considered incidental to already listed bid item quantities.

HR Green, Inc. Clark Street Reconstruction Phase 2

Project No. 190600.03 Clive, Iowa

Addendum #1

Page 2 of 2

All bidders shall acknowledge receipt and acceptance of Addendum No. 1 by signing

in the space provided on the Bid Form. Bids submitted without Addendum No. 1 being acknowledged will be considered non-responsive.

Larry J. Stevens HR Green, Inc.

5525 Merle Hay Road, Suite 200 Johnston, Iowa 50131-1448

Phone: (515) 657-5273

END OF ADDENDUM #1

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.

Date: 1/22/21

Larry J. Stevens, P.E

License No. 09350

My renewal date is December 31, 2021

Pages or sheets covered by this seal:

Addendum #1

123 LF 12" PVC RJ 190 LF 12" PVC UNRESTRAINED

OO

FEET

20

CLARK STREET

ST

A. 104

+10.00

895

905

910

915

100 101 102 103 104 105 106

925

920

900

925

920

915

910

905

900

895

ST

A. 103

+37.05

ADDENDUM #11 1/21/21 HM

PO

T

Sta 100

+00.0

0

100

101

PC

Sta 101

+42.9

8

102

103

PT

Sta 103

+35.10

PI

Sta 102

+40.20

104

105

106

CLARK ST.

114T

H S

T.

SIGN

WHU

EBEB

SIGN

TP

SIGN

SIGN

TVP

SIGN

SIGN

TVP

1351 NW 114TH ST

STATE EMPLOYEES CREDIT

1401 C

AMPUS DRMERCY R

EHABILITATION

11009 CLARK ST

WILLIAMS, STEPHANIE T

10987 CLARK ST

GUTHERIE, MARK

7660

0.000

LC 1IN PIPE W/ Y CAP 14775 BENT

7659

0.000

LC 1/2RB W/ Y CAP 7625 BENT

7661

0.000

LC 1IN PIPE W/ Y CAP 14775 BENT

7075

0.000

LC 1/2RB W/ Y CAP 7625

7075

0.000


7075

0.000


CLARK ST.

114T

H S

T.

12" DI MJ SLEEVE

103+37.05, 25.94' LT

FIRE HYDRANT ASSEMBLY

103+48.53, 22.00' RT

FIRE HYDRANT

REMOVE EXISTING

FIRE HYDRANT

REMOVE EXISTING

WITH BOX

12" DI MJ GATE VALVE

103+45.16, 25.00' RT

W/ CONC. THRUST BLOCK

12" DI MJ 90° BEND

103+41.18, 26.00' LT


12" DI MJ 45° BEND

104+47.60, 25.00' RT


12" DI MJ 45° BEND

104+51.14, 29.00' RT

INSTALL 1" COPPER TEST PORT

12" DI MJ 90° BEND

103+41.25, 25.00' RT

WATER MAIN CROSSING

GASKET STORM SEWER AT

FLUSHING AND TESTING

WITH TAPS WHILE

INSTALL TEMPORARY CAP

51 LF 12" PVC RJ1

WHUWHU

CO

CO

CO

CO

CO

CO

CO

CO

PHASE 2

CITY OF CLIVE, IOWA...\SHT_190600_MWM01_Phase2.dgn

CLARK STREET RECONSTRUCTION

CAD FILE:

CAD DATE:

APPROVED:

DRAWN BY: JOB DATE:

JOB NUMBER:

REVISION DESCRIPTIONNO. DATE BY

1/22/2021 hmanter7:42:52 AM

2020

190600LJS

SHEET NO.HCM

WATER MAIN PLAN AND PROFILEMWM.01

SLEEVE

12" DI MJ

WITH BOX

GATE VALVE

12" DI MJ

TO

P

OF

PIP

EC

OV

ER

OV

ER

5.5'

MI

N

12" STORM SEWER EXISTING/ PROPOSED

TEE AND ASSEMBLY12"X6" FIRE HYDRANT

ELEVATION = 922.79FINISH GRADE

BENDS (X 2)

12" DI MJ 90°

TEST PORT

1" COPPER SEWER TO BE REMOVEDEXISTING 12" STORM

SEPARATION18" MINIMUM

THRUST BLOCKBEND W/ CONC 12" DI MJ 45°

THRUST BLOCKBEND W/ CONC 12" DI MJ 45°

hmanter

Cloud

177 LF 12" PVC RJ192 LF 12" PVC UNRESTRAINED 131 LF 12" PVC UNRESTRAINED 100 LF 12" PVC RJ

OO

FEET

20

880

CLARK STREET

ST

A. 107

+92.00

ST

A. 111

+00.00

910

900

895

890

885

905

107 108 109 110 111 112106

910

905

900

895

890

885

880

ST

A. 109

+69.00

ADDENDUM #1HM1/21/211

106

107

108

109

110

111

112

CLARK ST.

109

TH S

T.

108

TH S

T.

EB

EB

SIGN

WHUSIGN

TPSIGNSIGN

SIGN

SIGN

EB

TP

EB SIGN

MIDAMERICAN ENERGY COMPANY

10866 CLARK ST

HEFNER-MILLER, BEGIE

10820 CLARK ST

WHITTING, MARJORIE A

10844 CLARK ST

HULET, DAVID N

10790 CLARK ST

STUMP, GARY D

10965 CLARK ST

MONSERRATE, ROBERT

10943 CLARK ST

TABORGA, HECTOR R

1431 NW 109TH ST

GUZMAN, RAUL

1430 NW 108TH ST

THOMPSON, MARK A

10919 CLARK ST

VEENSTRA, BRADLEY

7652

0.000

LC 5/8RB

7645

0.000

LC 5/8RB W/ DEST Y CAP

7644

0.000


7643

0.000

LC 1/2RB

CLARK ST.

109

TH S

T.

108

TH S

T.


108+44.11, 28.00' RT

WITH BOX


108+51.55, 33.00' RT

WITH BOX

8" DI MJ GATE VALVE

108+65.17, 28.80' RT

6" DI MJ SLEEVE

108+65.13, 46.52' LT

8"X6" REDUCER

108+65.13, 42.07' LT

WITH BOX

8" DI MJ GATE VALVE

109+00.73, 43.11' RT


111+35.10, 28.00' RT

8" DI MJ SLEEVE

109+00.72, 56.60' RT

FIRE HYDRANT

REMOVE EXISTING FIRE HYDRANT

REMOVE EXISTING

12"X8" DI MJ TEE

109+00.76, 33.00' RT

WITH BOX

8" DI MJ GATE VALVE

111+90.04, 30.37' RT

8"X6" REDUCER

111+90.03, 42.16' LT

6" DI MJ SLEEVE

111+90.03, 46.44' LT

12"X8" DI MJ TEE

111+90.04, 33.00' RT

12"X8" DI MJ TEE

108+65.14, 33.00' RT




INSTALL 1" COPPER TEST PORTCONC THRUST BLOCK

12" DI MJ 22.5° BEND W/

108+08.30, 33.00' RT

CONC THRUST BLOCK

12" DI MJ 22.5° BEND W/

107+98.45, 29.00' RT

WITH BOX


109+08.53, 33.00' RT

WATER MAIN CROSSING


WATER MAIN CROSSING


WITH BOX


111+98.29, 33.00' RT

WATER MAIN CROSSING


FULLY RESTRAIN 8" PIPE

8" PIPE

FULLY RESTRAIN

1

1

FULLY RESTRAIN 8" PIPE1

WHU WHU

WHU WHUWHU

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

COCO

COCO

CO

PHASE 2



CAD FILE:

CAD DATE:

APPROVED:

DRAWN BY: JOB DATE:

JOB NUMBER:


1/22/2021 hmanter7:42:54 AM

2020

190600LJS

SHEET NO.HCM





WITH BOX

GATE VALVE

12" DI MJ

MJ TEE

12"X8" DI

SEWER TO BE REMOVED

EXISTING 36" STORM

STORM SEWER

PROPOSED 36"

SANITARY SEWERPROPOSED 8" EXISTING/

MJ TEE

12"X8" DI

WATER MAIN EXISTING 6"

ELEVATION = 899.38

FINISH GRADE

TO

P

OF

PIP

EC

OV

ER

OV

ER

5.5'

MI

N


MJ TEE

12"X8" DI

ELEVATION = 906.61FINISH GRADE

W/ CONC THRUST BLOCK12" DI MJ 22.5° BEND

W/ CONC THRUST BLOCK12" DI MJ 22.5° BEND

WITH BOX


WITH BOX


TEST PORT

1" COPPER

hmanter

Cloud

hmanter

Cloud

hmanter

Cloud

116 LF 12" PVC UNRESTRAINED 211 LF 12" PVC RJ 104 LF 12" PVC UNRESTRAINED 110 LF 12" PVC RJ59 LF 12" PVC RJ

OO

FEET

20

CLARK STREET

915

900

895

890

ST

A. 113

+75.00

ST

A. 115

+86.00

ST

A. 116

+90.00

905

885

910

113 114 115 116 117 118112

915

910

905

900

895

890

885

ST

A. 112

+59.00

ST

A. 118

+00.00

ADDENDUM #1HM1/21/211

112

113

114

115

116

117

PC

Sta 117

+08.31

118

PI

Sta 118

+15.95

CLARK ST.

107

TH S

T.

106

TH S

T.

WHU

SIGN SBSB

EB

TVP

SIGN

WHU

SIGN

EB

SB

SBEB

TP

10790 CLARK ST

STUMP, GARY D

10760 CLARK ST

DETAEYE, THOMAS C

1396 NW 107TH ST

HANTEN, RANDALLE E

10674 CLARK ST

NEELY, ERIC

10620 CLARK ST

KELLEY, SEAN C

10596 CLARK ST

HOWLAND, ERIC

1431 NW 108TH ST

BARTLETT, ALICIA

1430 107TH ST

MATIJEVICH, MATT

1433 NW 107TH ST

SCOTT, STEVEN R

10649 CLARK ST

ABUSHARKH, MOHAMED

1434 NW 106TH ST

HAATS, KARLA K

10648 CLARK ST

SHEMIRANI, ALI


7638

0.000

LC 5/8RB

7636

0.000


7639

0.000

LC 1/2RB W/ ORG CAP ILEGABLE

7636

0.000


7641

0.000

LC 1/2RB W/ ORG CAP 12971

CLARK ST.

107

TH S

T.

106

TH S

T.

6" DI MJ SLEEVE

111+90.03, 46.44' LT

8"X6" REDUCER

111+90.03, 42.16' LT

WITH BOX

8" DI MJ GATE VALVE

111+90.04, 30.37' RT

12"X8" DI MJ TEE

111+90.04, 33.00' RT

WITH BOX


114+35.12, 33.00' RT

6" DI MJ SLEEVE

114+81.34, 46.02' LT

8"X6" REDUCER

114+81.34, 42.01' LT

WITH BOX

8" DI MJ GATE VALVE

114+81.34, 30.00' RT

12"X8" DI MJ TEE

114+81.35, 33.00' RT


117+25.78, 28.00' RT

12"X8" DI MJ TEE

117+42.34, 32.79' RT

8"X6" REDUCER

117+42.74, 42.63' LT

6" DI MJ SLEEVE

117+42.77, 46.55' LT

8"X6" REDUCER

114+38.12, 43.24' RT6" DI MJ SLEEVE

114+38.13, 46.34' RT

FIRE HYDRANT

REMOVE EXISTING

FIRE HYDRANT

REMOVE EXISTING

12"X8" DI MJ TEE

114+38.06, 33.00' RT

WITH BOX

8" DI MJ GATE VALVE

114+38.10, 40.00' RT






WITH BOX


111+98.29, 33.00' RT

WITH BOX


115+25.19, 33.00' RT

WITH BOX

8" DI MJ GATE VALVE

117+42.31, 30.80' RT


114+32.00, 28.00' RT

WATER MAIN CROSSING

GASKET STORM SEWER AT WATER MAIN CROSSING


WATER MAIN CROSSING


WATER MAIN CROSSING





1

1

1


1

WHUWHU

WHU

WHU

WHU

WHUWHUWHU

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO CO

CO

CO

CO

CO

CO

PHASE 2



CAD FILE:

CAD DATE:

APPROVED:

DRAWN BY: JOB DATE:

JOB NUMBER:


1/22/2021 hmanter7:42:56 AM

2020

190600LJS

SHEET NO.HCM


18" MINIMUM SEPARATION

24" STORM SEWER EXISTING/ PROPOSED

NECESSARY DEFLECTION AS USE VERTICAL

TO

P

OF

PIP

EC

OV

ER

OV

ER

5.5'

MI

N




WITH BOX

GATE VALVE

12" DI MJ

DI MJ TEE

12"X8"

STORM SEWER

PROPOSED 15"

MJ TEE

12"X8" DI

SANITARY SEWER

PROPOSED 8"

EXISTING/

ELEVATION = 906.80

FINISH GRADE


MJ TEE

12"X8" DI

ELEVATION = 907.14

FINISH GRADE

WITH BOX

GATE VALVE

12" DI MJ

TEST PORT

1" COPPER

hmanter

Cloud

hmanter

Cloud

hmanter

Cloud

hmanter

Cloud