RFB938700-02 MPCF IPI Stormwater_Drawings.pdf

PDF 3 MB Posted Sep 16, 2024

Attached to: DOC MPCF IPI Building Stormwater Management
Solicitation number: RFB 938700-02
Issued by: Warren County, Iowa

About this file

Written by GovTribe AI · Sep 20, 2024

This document is a set of drawings and specifications for the DOC MPCF IPI Building Stormwater Management project in Mount Pleasant, Iowa. The Iowa Department of Administrative Services is seeking bids for this project, which involves installing stormwater drainage infrastructure around the MPCF IPI building, including 145 linear feet of 8-inch PVC storm sewer piping, a metal pipe apron, slotted PVC subdrain, solid PVC roof drain collector, cleanouts, and other appurtenances. The contractor will also be responsible for removing and reinstalling 168 linear feet of 12-foot tall inner security fence, as well as providing construction surveying, concrete washout, and other incidental items. Bids are due on July 26, 2024, with a revised bid date of September 6, 2024. The contract will be awarded on a lump sum basis, with no specific quantities provided.

The project estimates are provided for reference only, as the contractor will be responsible for verifying all quantities. Pricing will be lump sum, with no specific set-asides or funding sources identified. There is no incumbent contractor mentioned, and the current environment indicates the need to install stormwater infrastructure to manage drainage around the existing MPCF IPI building.

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Other files

File	Type	Posted
RFB938700-02 MPCF IPI Stormwater_Bid Form.pdf	PDF	Sep 16, 2024
1260744-event.pdf	PDF	Sep 16, 2024
RFB938700-02 MPCF IPI Stormwater_Notice.pdf	PDF	Sep 16, 2024
RFB938700-02 MPCF IPI Stormwater_Project Manual.pdf	PDF	Sep 16, 2024
Bidding Documents and Drawing Sheets.html	HTML file	Sep 16, 2024
RFB938700-02 - Addendum #1.pdf	PDF	Sep 16, 2024
IMPACS Electronic Procurement System.html	HTML file	Sep 16, 2024
Project Manual - Watersmith Engineering.html	HTML file	Sep 16, 2024

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G-001

C O

S H

DOC MPCF IPI BUILDING

STORMWATER MANAGEMENT

MOUNT PLEASANT, IOWA

DAS PROJECT NO. 9387.01

LEGEND

DRAWING INDEX

GENERAL NOTES

ABBREVIATIONS LOCATION MAP

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.

Signature Date Bradley W. Roeth License Number 16536

My license renewal date is December 31, 2024

Sheets covered by this seal: ALL DRAWINGS

W PROPOSED WATER MAIN

Gx NATURAL GAS

Wx EXISTING WATER MAIN

PROPERTY LINE

EXISTING SANITARY SEWER

VALVE

HYDRANT

CURB STOP AND BOX

INV INVERT

LF LINEAR FEET

S SOUTH

SAN SANITARY

TYP TYPICAL

AVE AVENUE

ST STREET

MH MANHOLE

DI DUCTILE IRON

STA STATION

PERIMETER EROSION BARRIER

APPROX APPROXIMATE

MIN MINIMUM

MAX MAXIMUM

DR DRIVE

REDUCER

N NORTH

PH PHASE

STORM SEWER

SSx

SANITARY MANHOLE

UTILITY POLE

EXST EXISTING

CONTROL POINTS

PROPERTY CORNER

OVERHEAD ELECTRICOE

ACCESS ENERGY COOPERATIVE

COMPANY NAME : ACCESS ENERGY COOPERATIVE

CONTACT NAME: Dan Philips

PHONE: 3193851577

EMAIL: dphilips@accessenergycoop.com

ALLIANT ENERGY

CONTACT NAME: Alliant Energy Field Engineer

PHONE: 8002554268

EMAIL: locate_IPL@alliantenergy.com

MEDIACOM BROADBAND, L.L.C.

CONTACT NAME: Mitch Hancock

PHONE: 3097434735

EMAIL: mhancock@mediacomcc.com

MOUNT PLEASANT MUNICIPAL UTIL

COMPANY NAME : MOUNT PLEASANT MUNICIPAL

CONTACT NAME: Jack Hedgecock

PHONE: 3193852121

EMAIL: mpugroup@mtputilities.com

MOUNT PLEASANT, CITY OF

COMPANY NAME : MOUNT PLEASANT, CITY OF

CONTACT NAME: Rick Mullin

PHONE: 3193851480

EMAIL: rmullin@iowatelecom.net

IOWA ONE CALL

UTILITY CONTACTS

PROJECT LOCATION

FO x EXISTING FIBER OPTIC

AREA LIGHT

STREET LIGHT

TREE

BURIED ELECTRICESx

SANITARY SEWERSS

EXISTING STORM SEWERSD x

STORM MANHOLE

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R1. SPECIFICATIONS ARE BASED ON SUDAS 2024.

2. ALL BURIED UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED PRIOR TO EXCAVATION.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, DRIVES, STREETS AND OTHER ITEMS TO REMAIN, INCLUDING ANY NOT

SPECIFICALLY SHOWN IN THE DRAWINGS. DAMAGE TO EXISTING UTILITIES, DRIVES, STREETS AND OTHER ITEMS SHALL BE REPAIRED BY

THE CONTRACTOR AT HIS EXPENSE.

4. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY CONFLICTS BETWEEN THE DRAWINGS AND EXISTING FEATURES.

5. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF UNEXPECTED SUB-SURFACE CONDITIONS. DISCONTINUE WORK IN AREA

UNTIL NOTIFIED BY OWNER TO RESUME WORK.

6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION LAYOUT FOR ALL GRADES AND FEATURES.

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SHEET NUMBER TITLE

REVISION

NUMBER

G-001 COVER SHEET 1

G-002 QUANTITIES AND ESTIMATE REFERENCE NOTES 1

C-010 OVERVIEW MAP, SHEET INDEX 1

C-090 REMOVALS 1

C-101 PLAN AND PROFILE 1

C-301 SECTIONS AND DETAILS 1

C-501 DETAILS 1

9/6/2024

G-002

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PROJECT QUANTITIES AND ESTIMATE REFERENCE NOTES

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FOR USE AS REFERENCE ONLY. THESE QUANTITIES ARE ESTIMATES ONLY. PROJECT TO BE BID AS LUMP SUM. ITEMS REQUIRED BY SPECIFICATIONS OR DRAWINGS BUT NOT LISTED ARE CONSIDERED INCIDENTAL TO ITEMS LISTED. CONTRACTOR TO VERIFY QUANTITIES.

BID ITEM

SUDAS ITEM

CODE TITLE UNIT

ESTIMATED

QTY ESTIMATE REFERENCE NOTES

1 2010-I SUBGRADE TREATMENT, PLASTIC SHEETING SY 62 Furnishing, placing, and incorporating 10-mil plastic sheeting as an infiltration barrier below rock surfacing. Removal and replacement of rock surfacing will be performed by MPCF staff.

2 4020-A2 STORM SEWER, TRENCHLESS, PVC, 8" LF 145 Furnishing and installing solid wall PVC pipe; trenchless installation materials and equipment; pit excavation; dewatering; placing and compacting backfill material; pipe connections; testing; and inspection.

3 4030-B PIPE APRON, METAL, 8" EA 1 Trench excavation; dewatering; furnishing and installing the apron;

furnishing, placing, and compacting bedding and backfill material; shaping outlet channel to existing grades; connectors; and other appurtenances.

4 4040-A SUBDRAIN, SLOTTED PVC, 8" LF 140 Trench excavation, disposal of unsuitable trench material, furnishing and placing bedding and backfill material, engineering fabric, connectors, and elbows and tees. Includes regrading surface to slope away from the building and preparation of surface for plastic sheeting.

5 4040-B ROOF DRAIN COLLECTOR, SOLID PVC, 8" LF 140 Trench excavation, disposal of unsuitable trench material, furnishing and placing solid wall PVC, engineering fabric, pipe, wyes, tap, fittings, and bedding and backfill material. Includes regrading surface to slope away from the building and preparation of surface for plastic sheeting.

6 4040-C TYPE B CLEANOUT, 36'' EA 2 Trench excavation, disposal of unsuitable trench material, furnishing and installing cleanout and casting; and furnishing, placing, and compacting bedding and backfill material.

7 4040-C TYPE A-2 CLEANOUT, 8'' EA 2 Trench excavation, disposal of unsuitable trench material, furnishing cleanout and lid; and furnishing, placing, and compacting bedding and backfill material.

8 4040-E ROOF DRAIN SERVICE STUB, PVC, 2" SUMP OUTLET LF 6 Trench excavation, furnishing bedding material, placing bedding and backfill material, PVC pipe and fittings.

9 4040-E ROOF DRAIN SERVICE STUB, PVC, 6" DOWNSPOUT LF 40 Trench excavation, furnishing bedding material, placing bedding and backfill material, PVC pipe and fittings.

10 9010-A CONVENTIONAL SEEDING, TYPE 1 SY 100 Removal of rock and other debris from the area; repairing rills and washes;

preparing the seedbed; furnishing and placing seed, including any treatment required; furnishing, applying, and incorporating fertilizer to the area to be seeded; furnishing, applying, and incorporating mulch to the area to be seeded. MPCF staff will furnish water and other care during the care period.

11 9040-F-1 SWPPP MEASURES - WATTLES, 9" LF 100 Includes installation, maintenance, and removal.

12 9060-D REMOVAL AND REINSTALLATION OF EXISTING

FENCE AND GATE INCLUDING CONCRETE POST

FOUNDATIONS

LF 168 Work is related to the 12ft high inner security fence along north side of building to widen the area available for construction operations. Includes disassembly and reassembly of existing fence, personnel gate, chainlink mesh, rails, supports, hardware and ties; new 4" galvanized steel posts;

excavation, new concrete post foundations (2'-0" diameter x 4ft depth);

new grounding rod at midpoint of reassembled fence. Electrical conduits may be removed and not replaced. MPCF staff will remove and reinstall the 4 layers of razor wire that are attached to the fence.

13 9060-D SECURE FENCING AT END OF EACH WORK DAY LS 1 Full height closure of any fence openings required for construction at end of each work day. Anticipated location is 10ft between northeast building corner and exterior fence.

14 11010-A CONSTRUCTION SURVEY LS 1 Autocad design files will be provided to contractor. Staking locations and elevations are the responsibility of the contractor.

15 11020-A MOBILIZATION LS 1 The movement of personnel, equipment, and supplies to the project site;

the establishment of offices, buildings, and other facilities necessary for the project; and bonding, permits, and other expenses incurred prior to construction.

16 11050-A CONCRETE WASHOUT LS 1 Providing concrete washwater containment, collection, and disposal.

HAWKEYE CIRCLE

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ER LN

NATURE VIEW DR

FOREST VIEW DR

TANAGER LN

HAWKEYE CIRCLE

X X X XXX

X X

X X X X

G x G x

G x

X X

WxWx

Wx Wx Wx Wx

W x

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C-101

CONTROL POINTS

POINT N (FT) E (FT) ELEV. (FT) DESCRIPTION

CP01 353,844.70 2,183,547.08 708.97 WOOD STAKE WITH TACK

CP02 353,843.71 2,183,511.02 710.43 WOOD STAKE WITH TACK

CP03 353,721.04 2,183,486.19 708.97 "X" MARK ON CONCRETE

CP02 CP01

CP03

100'0 50'

U R

X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXX

X X

G x

Wx Wx Wx Wx

W x

SS x

SD x SD x

ESx

SD x SD x

C x C x

C x

ES x ESx

ES x ES x

ES x

ES x ESx

ES x ES x

ES x

ES x ESx

ES x ES x

ES x

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ES x ES x

ES x

ES x ESx

ES x ES x

ES x

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0 20'10'

8" WATER MAIN

4" STEEL GAS

EDGE OF

PAVEMENT

CONCRETE FENCE FOUNDATION,

ESTIMATED DEPTH 48" BELOW

GRADE, 24" THICK

OUTER SECURITY FENCE

WITH CONTINUOUS

CONCRETE FOOTING 48"

BELOW GRADE (TYP)

SANITARY SEWER

CONTRACTOR TO REMOVE AND

REPLACE SECURITY FENCE

AND GATE 12' TALL, 10 LF.

REMOVE AND REPAIR

CONCRETE

FOUNDATION WALL

AS NEEDED TO

INSTALL 8" PIPE

REMOVE 4" CLEANOUT. PLUG ABANDONED DRAIN WITH CONCRETE

MPCF STAFF WILL REMOVE,

STOCKPILE AND REPLACE CLEAN

ROCK SURFACING, 143 SY

THIS AREA IS AVAILABLE FOR STOCKPILING

ROCK AND MATERIAL STORAGE

SECURITY FENCE

4" FOOTING DRAIN OUTLET

158'- 0"

REMOVE AND RECONSTRUCT INNER SECURITY FENCE, CHAIN-LINK

MESH, POLES AND CONCRETE, 12 FT HIGH X 158 LF AND 16 EA 2'

DIA X 5' DEEP POST FOUNDATIONS. RAZOR WIRE WILL BE

REMOVED AND REINSTALLED BY MPCF STAFF.

IPI BUILDING

INNER SECURITY FENCE

WITH CONCRETE

FOUNDATIONS AT EACH

POLE (TYP)

CONTRACTOR TO SECURE

FULL HEIGHT CLOSURE AT

THE END OF EACH WORK DAY

X X X X X X X X X X X X X X

X X

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X X

X X X

G x

W x

ESx

SD x SD x

C x C x

C x

ES x ESx

ES x ES x

ES x

ES x ESx

ES x ES x

ES x

ES x ESx

ES x ES x

ES x

ES x ESx

ES x ES x

ES x

ES x ESx

ES x ES x

ES x

SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

STATION

0+00 1+00 2+00

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EXISTING SURFACE

8" SLOTTED PVC

8" SOLID WALL PVC

145'- 0"

0 20'10'

8" WATER MAIN (UNVERIFIED LOCATION)

TOP OF FLOOR EL 717.50'

CONCRETE FENCE FOUNDATION

CONCRETE FENCE FOUNDATION (AT POSTS ONLY)

8" X 6" TEE

8" 90° ELBOW

CLEAN OUT ASSEMBLY

8" STORM DRAIN

34 LF @ 1.00%

8" STORM DRAIN

143 LF @ 3.20%

4" STEEL GAS MAIN

EDGE OF

PAVEMENT

CONCRETE FENCE FOUNDATION

SECURITY FENCE

8" X 6" TEE

6" LATERAL FOR DOWNSPOUT

8" X 6" TEE

6" LATERAL FOR DOWNSPOUT

SANITARY SEWER

(FROM MAPPING)

BORE PIT

CONNECT EXISTING 4" PVC FOOTING

DRAIN TO TYPE B CLEANOUT

ASSUMED ELECTRICAL

CONDUIT LOCATON

8" CLEANOUTS

ELECTRICAL CONDUITS

EXISTING GATE

COMMUNICATION CONDUIT

COMMUNICATION

CONDUIT

8" X 6" TEE FOR SUMP PUMP

DISCHARGE CONNECTION

8" X 6" TEE

CONNECT 2" PVC SUMP PUMP

DISCHARGE TO 6" LATERAL

TYPE B SUBDRAIN CLEAN OUT

TUNNEL

TYPE B SUBDRAIN CLEAN OUT

RIM EL 718.00

8' X 8' TUNNEL WITH EXISTING SUMP PUMP AND 2" DISCHARGE PIPE

8" SANITARY SEWER (ASSUMED DEPTH AND LOCATION)

INVERT EL 713.77

8" WATER MAIN (ASSUMED DEPTH AND LOCATION)

4" STEEL GAS MAIN

(POTHOLED LOCATION)

BURIED ELECTRICAL

BURIED ELECTRICAL (ASSUMED

DEPTH AND LOCATION)

8" STORM DRAIN 5 LF @ 1.00%

8" STORM DRAIN

43 LF @ 1.00%

8" STORM DRAIN

38 LF @ 1.00%

8" METAL PIPE APRON

INSERT REMOVABLE FORK

TYPE RODENT GUARD

8" METAL PIPE APRON

BORE PIT

A C-301

B C-301

C C-301

140'- 0"

EXCAVATE SWALE TO DAYLIGHT

OPEN TRENCH DIRECTIONAL DRILL

8" STORM DRAIN

1 LF @ 1.00%

POTHOLED SLOT FROM 7' TO 15' FROM FENCE TO 6.5' DEPTH

2- 1" ELECTRICAL

4" PVC SUBDRAIN

5' X 5' CONCRETE SLAB

TYPE B SUBDRAIN CLEANOUT

4" SUBDRAIN

ASSUMED CONNECTION

LOCATION

BORE PIT

6" LATERAL FOR DOWNSPOUT

8" X 6" TEE

6" LATERAL FOR

DOWNSPOUT

8" X 6" TEE

GRADE TO DRAIN TO

CLEANOUT

BORE PIT

TYPE B SUBDRAIN CLEAN OUT

RIM EL 719.00

INVERT EL 714.39

INVERT EL 716.97

WATTLE

EROSION CONTROL WATTLE (TYP)

REMOVE AND REPAIR CONCRETE FOUNDATION WALL AS NEEDED TO INSTALL 8" PIPE

WATTLE

8" STORM DRAIN 8 LF @ 1.00%

INVERT EL 709.20

EAST DOOR TO BE REMOVED AND OPENING SEALED PRIOR

TO CONSTRUCTION TO ALLOW FILL TO BE PLACED ALONG

NORTH WALL.

REMOVE AND REPAIR CONCRETE FOUNDATION WALL AS NEEDED TO INSTALL 8" PIPE

STATION

10+00 10+20

STATION

20+00 20+20

STATION

30+00 30+20

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6" 90° ELBOW

6" DOWNSPOUT CONNECTION,

EXTEND 6" ABOVE GRADE

8" X 6" TEE

8" SLOTTED PVC

SECTION AT STA 0+95A SECTION AT STA 1+04B SECTION AT STA 1+96C

EXISTING SURFACE (ROCK SURFACING TO BE

REMOVED AND REPLACED BY MPCF STAFF)

3'- 0"

2'- 11"

VARIES

EXISTING 4" FOOTING DRAIN (TO REMAIN)

EXISTING BLDG WALL

ROCK SURFACING (TO BE REMOVED

AND REPLACED BY MPCF STAFF)

GEOTEXTILE (TYP)

POROUS BACKFILL

MATERIAL 3/4" CLEAN

MEETING IOWA DOT

GRADATION 29

EXISTING SURFACE

EXISTING FENCE FOOTING

(4'- 0" DEPTH)EXISTING SURFACE

REMOVE AND REPAIR CONCRETE

FOUNDATION WALL AS NEEDED TO

INSTALL 8" PIPE

EXISTING BLDG WALL

REGRADE TO DRAIN AWAY FROM BUILDING TO EDGE OF TRENCH

REGRADE TO DRAIN AWAY FROM BUILDING

PLACE 10-MIL PLASTIC SHEETING BELOW ROCK

SURFACING BETWEEN BUILDING AND TRENCH (TYP)

8" SLOTTED PVC

8" SOLID WALL PVC

2 1/2

C-501

6" MIN.

DETAIL- TYPE B CLEANOUT, PVCA

TYPE 4D CASTING GRATE

(SUDAS 6010.604)

6" CLASS 1 BEDDINGFILL CONCRETE TO INVERT

COLLECTOR PIPE TABLE

DOWNSTREAM

STRUCTURE

UPSTREAM

STRUCTURE

PIPE

DIA. (IN)

LENGTH

(FT) SLOPE (%) DOWNSTREAM

INVERT EL.

UPSTREAM

INVERT EL. COMMENT

PIPE APRON TYPE B CLEANOUT 8" 143.0 3.20 709.20 713.82 SOLID WALL PVC

TYPE B CLEANOUT TYPE B CLEANOUT 8" 49.0 1.00 713.93 714.43 SOLID WALL PVC

TYPE B CLEANOUT TYPE B CLEANOUT 8" 49.0 1.00 713.93 714.43 SLOTTED WALL PVC

TYPE B CLEANOUT TYPE A CLEANOUT 8" 84.0 1.00 716.97 717.80 SOLID WALL PVC

TYPE B CLEANOUT TYPE A CLEANOUT 8" 84.0 1.00 716.97 717.80 SLOTTED WALL PVC

STORM STRUCTURE TABLE

STRUCTURE NAME STATION TYPE GRADE EL. INVERT EL.

APRON 2+87.00 PIPE APRON, 8", METAL 709.96 709.2

TYPE B CLEANOUT 1+41.59 TYPE B CLEANOUT- 36" RCP 718.00 713.20

TYPE B CLEANOUT 0+88.28 TYPE B CLEANOUT- 36" RCP 719.00 713.80

TYPE A CLEANOUT 0+01.75 TYPE A CLEANOUT, 8", PVC 719.03 717.75

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OUTLET

DETAIL- PIPE APRON, METALB

Ø 8" I.D.

1'- 2 1/4"

1'- 4" 5 7/8"5 7/8"

3" MAX.

8" I.D.

HOLES ON 12" CENTERS (MAX.)

TOE PLATE

FINISH EARTH SLOPE AS REQUIRED

Ø 8" I.D.

TOE PLATE

INLET

REMOVABLE FORK, RODENT GUARD-

SEE SUDAS 4040.233 FOR DETAILS

36"

VARIES

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File details come from the government source that posted it. Updated Sep 20, 2024.