W912QR24R0022_Plans-0000.pdf

PDF 29 MB Posted Mar 6, 2024

Attached to: Design/Bid/Build Military Equipment Parking (MEP) Lot Addition at Cedar Rapids, IA
Solicitation number: W912QR24R0022
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Mar 6, 2024

This request for proposal solicits bids for the design-build-construction of a military equipment parking lot addition in Cedar Rapids, Iowa. The project scope includes land clearing, paving, fencing, general site improvements and utility connections to construct an approximately 9,200 square yard fenced and lighted parking expansion. The base bid includes only a portion of the parking area being paved with the remainder as gravel. The contract duration is 240 calendar days with a project magnitude anticipated between $5-10 million. This is an unrestricted, firm-fixed price solicitation from the Department of the Army Corps of Engineers to be awarded using a best value evaluation considering past performance, technical factors and price. Proposals are due by the date specified in SAM.gov where the solicitation and amendments will be posted electronically. Offerors must have an active SAM registration to be eligible for award.

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File	Type	Posted
W912QR24R0022_Plans-0001.pdf	PDF	Apr 4, 2024
W912QR24R0022_Specs-0001.pdf	PDF	Apr 4, 2024
W912QR24R0022_Specs-0000.pdf	PDF	Mar 6, 2024

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US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

D A

A R

K D

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

N U

PLAN NORTH

A R

R A

S, IO

W A

W .D

CERTIFIED FINAL - DECEMBER 2023

R Y

G E

O N

P2 : 5

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

G-001

C O

S H

CEDAR RAPIDS, IOWA

MILITARY EQUIPMENT PARKING EXPANSION

P2: 503171

PROJECT SITESVICINITY MAP AREA MAP

GENERAL

G-001 COVER SHEET

C-101 MEP LOT SITE LAYOUT PLAN

CG101 MEP LOT SITE GRADING PLAN

CG102 MEP LOT EROSION & SEDIMENT CONTROL AND LANDSCAPING PLAN

CU101 WATER LINE PLAN

CU201 WATER LINE PROFILES

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

C-505 CIVIL DETAILS

C-506 EROSION CONTROL DETAILS

C-507 FENCE DETAILS

C-508 FENCE DETAILS

C-509 FENCE DETAILS

C-510 DETENTION POND AND LANDSCAPE DETAILS

C-511 DETENTION POND DETAILS

CIVIL

VA101 SITE AERIAL

V-101 MEP LOT EXISTING CONDITIONS AND DEMOLITION PLAN

MEP PARKING EXPANSION PROJECT SITE

N N

B-101 SOIL BORING LOGS

ELECTRICAL

GENERAL INFORMATION - ELECTRICAL

SITE PLAN - MEP LOT - ELECTRICAL

DETAILS - MEP LOT - ELECTRICAL

SCHEDULES & DIAGRAMS - ELECTRICAL

E-001

ES101

E-501 E-601

DIVISION 1-GENERAL PROVISIONS

1.IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND

HOLIDAYS.

2.THE CITY OF CEDAR RAPIDS IS RESPONSIBLE FOR INSPECTION WITHIN THE PUBLIC RIGHT-OF-WAYS. INSPECTIONS FOR PUBLIC WATER MAIN EXTENSIONS AND WATER SERVICES SHALL BE PROVIDED BY THE UTILITIES DEPT. INSPECTIONS FOR OTHER PUBLIC IMPROVEMENTS WILL BE PROVIDED BY THE CEDAR RAPIDS PUBLIC WORKS DEPARTMENT CONSTRUCTION ENGINEERING DIVISION. PROVIDE A

MINIMUM OF 72 HOURS NOTICE PRIOR TO STARTING CONSTRUCTION.

3.ABANDONED UTILITIES NOT SHOWN ON THE PLANS MAY EXIST WITHIN THE CONSTRUCTION LIMITS. IF ENCOUNTERED, CONTRACTOR SHALL CONFIRM SAID UTILITIES ARE ABANDONED. CONTRACTOR IS

RESPONSIBLE FOR REMOVING THESE LINES AS NECESSARY FOR CONSTRUCTION.

4.CONTRACTOR SHALL VERIFY SANITARY AND STORM SEWER PIPE SIZES AND INVERTS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MANHOLES AND/OR PIPE.

5.CONTRACTOR SHALL REPAIR ALL FIELD/DRAIN TILES ENCOUNTERED DURING CONSTRUCTION AS SPECIFIED OR AT A MINIMUM TO ALLOW FLOW USING LIKE MATERIAL IN NEW CONDITION WITH CITY OF CEDAR RAPIDS APPROVED CONNECTIONS. CONTRACTOR SHALL RECORD EXISTING TYPE, SIZE, LOCATION AND DEPTH OF ALL FIELD/DRAIN TILES ENCOUNTERED AND REPAIRED DURING CONSTRUCTION.

PROVIDE DATA TO THE CITY OF CEDAR RAPIDS FOR INCORPORATION INTO RECORD DRAWINGS.

6.CONTRACTOR SHALL NOT STORE EQUIPMENT AND/OR MATERIALS WITHIN PUBLIC RIGHT-OF-WAY ON STREETS AND/OR ALLEYS OPEN TO TRAFFIC. CONTRACTOR SHALL PROVIDE AREAS AS NEEDED FOR

STORAGE OF EQUIPMENT AND/OR MATERIALS.

DIVISION 5-WATER NOTES 3-21-22

1. ALL PERMITS SHALL BE SECURED AND FEES SHALL BE PAID PRIOR TO START OF CONSTRUCTION.

2.CONTACT WATER ENGINEERING AT 319-286-5950 OR WATER-ENGINEERING-ADMIN@CEDAR-RAPIDS.ORG TO SCHEDULE THE FOLLOWING WORK REQUESTS:

5-DAY MINIMUM NOTICE REQUIRED FOR:

· WATER CONSTRUCTION START AND STOP

48-HOUR MINIMUM NOTICE REQUIRED FOR:

· WATER SHUT-DOWN OR SUPPLY INTERRUPTION.

24-HOUR MINIMUM NOTICE REQUIRED FOR EACH OF THE FOLLOWING:

· WATER TAP 2 INCHES OR SMALLER.

· WATER TAP LARGER THAN 2 INCHES AND UP TO 12 INCHES.

· WATER MAIN FILL AND FLUSH.

· WATER MAIN DISINFECTION AND HYDROSTATIC TESTING.

· OTHER WATER DISTRIBUTION RELATED SERVICES.

3.THE CONTRACTOR IS REQUIRED TO NOTIFY IOWA ONE CALL (1-800-292-8989) NOT LESS THAN 48 HOURS PRIOR TO EXCAVATION, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS.

4.CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CEDAR RAPIDS WATER DIVISION FOR ANY VARIANCE FROM THE APPROVED PLAN.

5.WATER MAIN INSTALLATION WILL BE INSPECTED BY CEDAR RAPIDS WATER DIVISION. THE WATER DIVISION SHALL OPERATE ALL SYSTEM VALVES AND FIRE HYDRANTS IN CONJUNCTION WITH THE WORK.

6.CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL PUBLICLY AND PRIVATELY OWNED WATER MAINS AND FIRE SERVICE LINES IRRESPECTIVE OF WATER MAIN MATERIAL.

7.WATER MAINS AND LARGE SERVICES (4 INCH OR LARGER) OVER 20 FEET IN LENGTH ARE REQUIRED TO BE DISINFECTED, FLUSHED, FILLED AND PRESSURE TESTED.

DO NOT ALLOW HEAVILY CHLORINATED WATER TO REMAIN IN THE PIPELINE FOR MORE THAN 48 HOURS. THOROUGHLY FLUSH CHLORINATED WATER FROM THE PIPELINE UNTIL THE REPLACEMENT WATER WILL BE EQUAL IN QUALITY TO PERMANENT SOURCE OF SUPPLY THROUGHOUT THE LENGTH OF THE PIPELINE. NEUTRALIZE THE CHLORINATED WATER BY TREATING WITH SODIUM BISULFITE, SODIUM SULFITE, SODIUM THIOSULFATE OR EQUAL APPROVED CHEMICAL BEFORE DISPOSAL.

THE CONTRACTOR IS RESPONSIBLE FOR WATER MAIN FLUSHING OPERATIONS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, VERIFYING PROCEDURES, PROVIDING ADEQUATE PERSONNEL AND EQUIPMENT, OBTAINING APPROVAL TO DISCHARGE INTO STORM OR SANITARY SEWERS, MONITORING SEWERS FOR BACK-UPS, MONITORING FLOW AND DECHLORINATION RESULTS. DISPOSAL OF HIGHLY CHLORINATED WATER SHALL BE IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL CODES.

8.UNLESS SPECIFICALLY APPROVED OTHERWISE, ALL LATERAL CONNECTIONS TO EXISTING MAINS (4 INCH OR LARGER) THAT HAVE BEEN PREVIOUSLY TESTED AND TURNED INTO SERVICE SHALL UTILIZE A

LIVE TAP WITH AN APPROVED TAPPING VALVE ASSEMBLY.

9.ALL SERVICE TAP MATERIALS ARE TO BE FURNISHED BY THE CONTRACTOR. THE CEDAR RAPIDS WATER DIVISION WILL MAKE TAPS UP TO 12 INCHES USING CONTRACTOR SUPPLIED MATERIALS THAT COMPLY WITH CEDAR RAPIDS STANDARD SUPPLEMENTAL SPECIFICATION TO SUDAS. TAPS LARGER THAN 12 INCHES MUST BE MADE BY QUALIFIED CONTRACTOR WITH WATER DIVISION PERSONNEL ON

SITE.

10. WARRANTY: FOR THAT PORTION OF THE WATER SYSTEM IMPROVEMENTS THAT ARE TO BE ACCEPTED INTO THE PUBLIC WATER DISTRIBUTION SYSTEM, THE CONTRACTOR SHALL WARRANT THE WORKMANSHIP AND MATERIAL OF THE INSTALLED IMPROVEMENTS FOR A PERIOD OF FOUR (4) YEARS FROM DATE OF ACCEPTANCE AND SHALL FURNISH THE MUNICIPALITY WITH A MAINTENANCE BOND COVERING THE COST OF THE WATER IMPROVEMENTS FOR THAT PERIOD. NO WATER SERVICE SHALL BE PROVIDED PRIOR TO RECEIPT OF THE REQUIRED MAINTENANCE BOND.

DIVISION 9-EROSION CONTROL NOTES

1.CONTRACTOR SHALL FURNISH AND MAINTAIN EROSION CONTROL AND WATER QUALITY SYSTEMS PER THE PLAN SWPPP. TO SATISFY THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS. CONTRACTOR SHALL ALSO PREPARE, PROVIDE, AND MAINTAIN A STORMWATER POLLUTION PREVENTION PLAN PER SUDAS 9040.

2.CONTRACTOR AND ALL SUBCONTRACTORS WORKING ON THE SITE SHALL SIGN THE NPDES PERMIT AS CO-PERMITEES PRIOR TO CONDUCTING ANY LAND DISTURBING ACTIVITIES ON THE SITE.

3.CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL EXISTING AND CONSTRUCTED DRAINAGE CHANNELS AND DRAINAGE STRUCTURES. CONTRACTOR IS LIABLE FOR ALL DAMAGE TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN THE HANDLING OF STORM WATER FLOWS DURING CONSTRUCTION. EXTRA GRADING WORK NECESSARY TO MAINTAIN POSITIVE DRAINAGE WITHIN THE CONSTRUCTION LIMITS IS CONSIDERED INCIDENTAL TO CONSTRUCTION OR RELATED BID ITEMS.

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

W912QR24R0022

06 March 2024

C/E C/E C/E

X X

X X X

X X X X X

X X

X X X X X X

X X

XXXXXXXXXXXX

X X

W W

W G

MAGNAIL

SCO

IPIN

C C

XCUT

T C

C T

IPIN

MAGNAIL MAGNAIL

MAGNAIL

SAN

FF 840.76

FF 840.75

FF 840.76

SSMH RIM 849.33

INV. 8" VCP 837.93

SSMH RIM 852.03

INV. 8" VCP 840.28

E E E

G E

W W

W T T

EXISTING CONCRETE

EXISTING DETENTION POND

EXISTING BUILDING

FFE = 840.75

EXISTING

PARKING

LOT

W R

T BR

S C T.

8" D

12" D

8" DIP

SITE BENCHMARK

MAG NAIL

N: 3429510.03 E: 5414407.68

ELEV: 838.98

SITE BENCHMARK

MAG NAIL

N: 3429546.23 E: 5414514.67

ELEV: 839.48

SITE BENCHMARK

IRON PIN

N: 3427802.30 E: 5413265.94

ELEV: 850.88

SITE BENCHMARK

MAG NAIL

N: 3427813.37 E: 5413497.42

ELEV: 856.84

SITE BENCHMARK

MAG NAIL

N: 3427807.86 E: 5413699.55

ELEV: 856.46

P8P7

P2 P3

P4 P5 P6

X X X X

X X

IPIN

MAGNAIL

W W

IPIN

SITE BENCHMARK

IRON PIN

N: 3427562.34 E: 5413309.31

ELEV: 852.74

PIV

EXISTING DETENTION AREA

VMS-2

VMS-1

VMS-3

30' PRIVATE UTILITY EASEMENT

10' UTILITY EASEMENT

10' U

TILITY EASEM

C/E

C /E

C/E C/E

C /E

WB-67 - Interstate Semi-Trailer

W W

WWW

x x x x x xxx

WRIGHT BROTHER BLVD

W R

C T

C E

D R

C E

D R

WELTY PARK LN

S T

ARMED FORCES

RESERVE CENTER

US Army Corps of Engineers ®

SHEET ID

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*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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CERTIFIED FINAL - DECEMBER 2023

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P2 : 5

VA101

200' 400'100'

SCALE: 1 INCH = 200 FEET

200' 0'

MEP PARKING LOT SITE

VMS

CONTRACTOR TRAILER

AND MEP LAYDOWN

AREA

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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

W W

G G

C C

T C

C T

IPIN

MAGNAIL MAGNAIL

MAGNAIL

SAN

15" RCP 847.22

CB TOP 852.09

INV. 15" RCP 848.29

STM MH RIM 850.87

INV. 15" 846.8 (SE)

INV. 15" 846.54 (W)

INV. 15" 846.4 (N)

STM MH RIM 850.77

INV. 15" 846.82 (E)

INV. 15" 846.92 (NW)

SSMH RIM 849.33

INV. 8" VCP 837.93

SSMH RIM 852.03

INV. 8" VCP 840.28

EXISTING

PARKING

LOT

W R

T BR

S C T.

12" D

8" DIP

SITE BENCHMARK

IRON PIN

N: 3427802.30 E: 5413265.94

ELEV: 850.88

SITE BENCHMARK

MAG NAIL

N: 3427813.37 E: 5413497.42

ELEV: 856.84

SITE BENCHMARK

MAG NAIL

N: 3427807.86 E: 5413699.55

ELEV: 856.46

P8P7

P2 P3

P4 P5 P6

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

XSD

SD SD

INV. 10" CPP 843.58

SITE BENCHMARK

IRON PIN

N: 3427562.34 E: 5413309.31

ELEV: 852.74

846 847 848

851851

853853

854854

30" DIA. CONC. STRUCTURE

T/GRATE 847.85

INV. 12" CPP 842.35

INV. 15" CPP 842.85

BOT. 842.52

VERT. 15" PVC

DRAIN STRUCTURE

T/PVC 845.43

INV. 12" PVC 842.88

BOT. 841.79

DOMED CB

T/CURB 845.28

INV. 15" CPP 842.09

INV. 18" RCP 841.06

850857

EXISTING DETENTION AREA

30' PRIVATE UTILITY EASEMENT

10' UTILITY EASEMENT

10' U

TILITY EASEM

PRIVATE DETENTION POND EASEMENT

C/EC/EC/EC/E

C /E

C/ E

C /E

C/E

C/E C/E

C/ E

C /E

C/E

C/E C/E C/E C/E C/E C/E

C /E

C/E C/E

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C /E

US Army Corps of Engineers ®

SHEET ID

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C H

D B

E D

C O

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CERTIFIED FINAL - DECEMBER 2023

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V-101

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'

SITE KEYNOTES

REMOVE CURB

NOT USED

SAWCUT AND REPLACE PAVEMENT FOR UTILITY INSTALLATION

(SEE SHEET C-101)

94'

LIMITS OF CONSTRUCTION

GENERAL NOTES:

1. SURVEY BASED ON IOWA STATE PLANE, NORTH ZONE, US FOOT, NAD83(2011).

VERTICAL DATUM IS NAVD88. SURVEY DATE: 9/6/2022.

2. UNDERGROUND UTILITIES WERE CAPTURED FROM RECORD DRAWINGS AND

FIELD SURVEY. ACTUAL LOCATIONS MAY VARY FROM WHAT IS SHOWN HEREON.

CONTRACTOR MUST FIELD VERIFY ANY UTILITIES THAT MAY INTERFERE WITH

ALL EXCAVATIONS.

3. CONTRACTOR SHALL VERIFY THE POSITION OF SURVEY CONTROL POINTS

PRIOR TO CONSTRUCTION ACTIVITIES AND ESTABLISH NEW CONTROL POINTS

AS REQUIRED TO MAINTAIN SURVEY CONTROL FOR THE PROJECT AND SHALL BE

BASED ON THE PRIMARY CONTROL POINTS.

4. SEE SHEET B-101 FOR BORING LOGS.

A1 MEP LOT EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1" = 40'

CONTRACTOR LAYDOWN AREA

AND ANTICIPATED LOCATION

OF CONTRACTOR TRAILER

L O

T E

C O

N D

N S

A N

D D

O N

EXISTING WATER

LATERAL PLUG EXISTING LEGEND

AC UNIT

SQUARE CATCH BASIN

CLEAN OUT

COMMUNICATION MANHOLE

GUY WIRE

ELECTRIC BOX

ELECTRIC METER

ELECTRIC MANHOLE

ELECTRIC/POWER POLE

FIRE HYDRANT

FINISH FLOOR ELEVATION

GAS METER

GAS VALVE

IRON PIN

LIGHT POLE

MONITORING WELL

POST

SANITARY MANHOLE

SIGN

STORM MANHOLE

TREE

UTILITY MANHOLE

UTILITY VALVE

WATER VALVE

FFE

IPIN

FIRE DEPARTMENT CONNECTIONFDC

FO FIBER OPTICS

G G GAS

E E E E E ELECTRIC UNDERGROUND

X X X FENCE

TREELINE

SAN SAN SANITARY

SD SD STORM

W W W W WATER

SOIL BORING

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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B-101

A1 SOIL BORING LOGS

SCALE: 1" = 10'

B O

G L

O G

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

W W

G G

C C

T C

C T

IPIN

MAGNAIL MAGNAIL

MAGNAIL

SAN

15" RCP 847.22

CB TOP 852.09

INV. 15" RCP 848.29

STM MH RIM 850.87

INV. 15" 846.8 (SE)

INV. 15" 846.54 (W)

INV. 15" 846.4 (N)

STM MH RIM 850.77

INV. 15" 846.82 (E)

INV. 15" 846.92 (NW)

SSMH RIM 849.33

INV. 8" VCP 837.93

SSMH RIM 852.03

INV. 8" VCP 840.28

EXISTING

PARKING

LOT

W R

T BR

S C T.

12" D

8" DIP

SITE BENCHMARK

IRON PIN

N: 3427802.30 E: 5413265.94

ELEV: 850.88

SITE BENCHMARK

MAG NAIL

N: 3427813.37 E: 5413497.42

ELEV: 856.84

SITE BENCHMARK

MAG NAIL

N: 3427807.86 E: 5413699.55

ELEV: 856.46

P8P7

P2 P3

P4 P5 P6

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

XSD

SD SD

INV. 10" CPP 843.58

SITE BENCHMARK

IRON PIN

N: 3427562.34 E: 5413309.31

ELEV: 852.74

30" DIA. CONC. STRUCTURE

T/GRATE 847.85

INV. 12" CPP 842.35

INV. 15" CPP 842.85

BOT. 842.52

VERT. 15" PVC

DRAIN STRUCTURE

T/PVC 845.43

INV. 12" PVC 842.88

BOT. 841.79

DOMED CB

T/CURB 845.28

INV. 15" CPP 842.09

INV. 18" RCP 841.06

EXISTING DETENTION AREA

30' PRIVATE UTILITY EASEMENT

10' UTILITY EASEMENT

10' U

TILITY EASEM

PRIVATE DETENTION POND EASEMENT

C/EC/EC/EC/E

C /E

C/ E

C /E

C/E

C/E C/E

C/ E

C /E

C/E

C/E C/E C/E C/E C/E C/E

C /E

C/E C/E

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C /E

W W

W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWW

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 x x x xxxxxxxxxxxxxxxxxx

R 45'

'R 30'

N 3427760.82 E 5413891.35

N 3427606.90 E 5413892.41

N 3427780.96 E 5413911.21

N 3427584.04 E 5413912.57

N 3427580.41 E 5413385.52

N 3427645.79 E 5413319.23

N 3427776.87 E 5413318.33

N 3427757.49 E 5413407.72

N 3427603.52 E 5413401.85

N 3427769.50 E 5413266.07

N 3427675.93 E 5413271.01

N 3427662.24 E 5413367.41

N 3427726.51 E 5413353.04

N 3427752.26 E 5413229.36

N 3427740.93 E 5413291.24

N 3427706.40 E 5413307.09

N 3427607.98 E 5413468.40

N 3427598.98 E 5413468.47

N 3427610.04 E 5413768.15

N 3427601.04 E 5413768.21

N 3427756.31 E 5413817.42

N 3427765.27 E 5413817.36

N 3427754.24 E 5413517.43

N 3427763.20 E 5413517.37

N 3427653.18 E 5413272.38 N 3427653.65

E 5413341.04

N 3427607.43 E 5413387.91

SITE KEYNOTES

PROJECT SIGNAGE PER CP 310-1-6A. FINAL LOCATION TO BE

DETERMINED BY CONTRACTING OFFICER'S REPRESENTATIVE.

6" INTEGRAL CURB (SEE DETAIL E4/C-501)

CONTRACTION JOINT (SEE DETAIL A4/C-505)

CONCRETE SIDEWALK (SEE DETAIL E1/C-505)

BOLLARD (SEE DETAIL A1/C-501)

FIRE HYDRANT AND GATE VALVE (SEE DETAIL E1/C-502). TYPE I

FOR HYDRANTS AT THE END OF THE WATER LINE. TYPE II FOR

INTERMEDIATE HYDRANTS PERPENDICULAR TO WATER LINE.

8" DUCTILE IRON PIPE (DIP) FIRE WATER LINE. NITRILE GASKETS

SHALL BE REQUIRED ON DIP.

FE6 GATE (SEE DETAIL ON SHEET C-508)

45° BEND

90° BEND

CONCRETE DRIVEWAY (SEE DETAIL A1/C-504)

FE6-TR-84 CHAIN LINK SECURITY FENCE (7' FABRIC HEIGHT, 8'

FENCE HEIGHT MIN.) (SEE DETAILS ON SHEETS C-507 AND C-509)

3' GRAVEL MOW STRIP WITH STEEL EDGING CENTERED ON FENCE

(SEE DETAIL B8/C-501

12" X 8" TAPPING SLEEVE AND VALVE (SEE DETAIL F1/C-501)

8" X 6" MECHANICAL JOINT ANCHOR TEE

THICKENED EDGE JOINT AT GRASS, AGGREGATE, OR EXISTING

PAVEMENT (TYP) (SEE DETAIL B6/C-503)

SITE LIGHTING (SEE ES101 FOR ADDITIONAL INFORMATION)

UTILITY PAD (SEE ES101 FOR ADDITIONAL INFORMATION)

LEGEND

HEAVY-DUTY CONCRETE (SEE DETAIL E1/C-501)

US Army Corps of Engineers ®

SHEET ID

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PLAN NORTH

A R

R A

S, IO

W A

W .D

CERTIFIED FINAL - DECEMBER 2023

R Y

G E

O N

P2 : 5

C-101

491'

442'

59'

1017'

10'

LIMITS OF CONSTRUCTION

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'

GENERAL NOTES:

1. SURVEY BASED ON IOWA STATE PLANE, NORTH ZONE, US FOOT, NAD83(2011).

VERTICAL DATUM IS NAVD88. SURVEY DATE: 9/6/2022.

2. UNDERGROUND UTILITIES WERE CAPTURED FROM RECORD DRAWINGS AND

FIELD SURVEY. ACTUAL LOCATIONS MAY VARY FROM WHAT IS SHOWN HEREON.

CONTRACTOR MUST FIELD VERIFY ANY UTILITIES THAT MAY INTERFERE WITH

ALL EXCAVATIONS.

3. CONTRACTOR SHALL VERIFY THE POSITION OF SURVEY CONTROL POINTS

PRIOR TO CONSTRUCTION ACTIVITIES AND ESTABLISH NEW CONTROL POINTS

AS REQUIRED TO MAINTAIN SURVEY CONTROL FOR THE PROJECT AND SHALL BE

BASED ON THE PRIMARY CONTROL POINTS.

4. CONCRETE PAVEMENT OPTIONS (REMAINDER TO BE AGGREGATE PAVEMENT):

-BASE: CONCRETE DRIVE ENTRANCE AND TRACKED SPACE PARKING AREA

(16,500 SF CONCRETE ; 66,500 SF AGGREGATE) (AS SHOWN ON PLAN)

-OPTION 1: CONCRETE ADDITIONAL 225' (52,200 SF CONCRETE), LEAVING 200' OF

AGGREGATE PAVEMENT(30,800 SF AGGREGATE).

-OPTION 2: CONCRETE ENTIRE PARKING AREA (83,000 SF)

5. ALL WATER PIPES TO HAVE 66" MIN. COVER.

6. PAVEMENT MARKINGS FOR PARKING AND EQUIPMENT LAYOUT ARE NOT

INCLUDED IN CONTRACT.

7. FIRE HYDRANT FLOW TEST DATA

-DATE AND TIME: 19 OCTOBER 2023 @ 0830 CST

-FLOW HYDRANT: 3627A-E

-PRESSURE HYDRANT: 3627A-F

-STATIC PRESSURE: 60 PSI

-RESIDUAL PRESSURE: 42 PSI

-FLOW RATE: 1,082 GPM

8. CONSTRUCTION DETAILS SHALL BE ACCORDING TO SUDAS (STATEWIDE URBAN

STANDARDS AND SPECIFICATIONS) AS MODIFIED BY CEDAR RAPIDS

SUPPLEMENTAL DOCUMENTS

(HTTPS://CEDAR-RAPIDS.ORG/LOCAL_GOVERNMENT/DEPARTMENTS_G_V/

PUBLIC_WORKS/SUPPLEMENTAL_SPECIFICATIONS.PHP) UNLESS NOTED

OTHERWISE OR IN CONFLICT WITH THE UFC (UNIFIED FACILITIES CRITERIA). IF IN

CONFLICT, THE UFC SHALL TAKE PRECEDENCE.

A1 MEP LOT SITE LAYOUT PLAN

SCALE: 1" = 40'

CONCRETE SIDEWALK (SEE DETAIL E1/C-505)

LAYDOWN AREA AND

ANTICIPATED

CONTRACTOR TRAILER

REINFORCED HEAVY-DUTY CONCRETE (SEE

DETAIL E1/C-501 AND DETAIL C4/C-501)

AGGREGATE PAVEMENT (SEE DETAIL D1/C-501)

PAVEMENT TRENCH REPAIR (SEE DETAIL D6/C-503)

3 TYP

14'

14.56'

L O

U T

3' 3'

153.9230484'

225.13' (OPTION 1 PAVING)

23'

20'

17 17

17 17 17

12-7-2023 W

2Q R

_P la ns -0

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

W W

G G

C C

T C

C T

IPIN

MAGNAIL MAGNAIL

MAGNAIL

SAN

15" RCP 847.22

CB TOP 852.09

INV. 15" RCP 848.29

STM MH RIM 850.87

INV. 15" 846.8 (SE)

INV. 15" 846.54 (W)

INV. 15" 846.4 (N)

STM MH RIM 850.77

INV. 15" 846.82 (E)

INV. 15" 846.92 (NW)

SSMH RIM 849.33

INV. 8" VCP 837.93

SSMH RIM 852.03

INV. 8" VCP 840.28

EXISTING

PARKING

LOT

W R

T BR

S C T.

12" D

8" DIP

SITE BENCHMARK

IRON PIN

N: 3427802.30 E: 5413265.94

ELEV: 850.88

SITE BENCHMARK

MAG NAIL

N: 3427813.37 E: 5413497.42

ELEV: 856.84

SITE BENCHMARK

MAG NAIL

N: 3427807.86 E: 5413699.55

ELEV: 856.46

P8P7

P2 P3

P4 P5 P6

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

XSD

SD SD

INV. 10" CPP 843.58

SITE BENCHMARK

IRON PIN

N: 3427562.34 E: 5413309.31

ELEV: 852.74

846 847 848

851851

853853

854854

30" DIA. CONC. STRUCTURE

T/GRATE 847.85

INV. 12" CPP 842.35

INV. 15" CPP 842.85

BOT. 842.52

VERT. 15" PVC

DRAIN STRUCTURE

T/PVC 845.43

INV. 12" PVC 842.88

BOT. 841.79

DOMED CB

T/CURB 845.28

INV. 15" CPP 842.09

INV. 18" RCP 841.06

850857

EXISTING DETENTION AREA

30' PRIVATE UTILITY EASEMENT

10' UTILITY EASEMENT

10' U

TILITY EASEM

PRIVATE DETENTION POND EASEMENT

C/EC/EC/EC/E

C /E

C/ E

C /E

C/E

C/E C/E

C/ E

C /E

C/E

C/E C/E C/E C/E C/E C/E C

/E C

C /E

C/E C/E

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C /E

W W

W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWW

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 x x x xxxxxxxxxxxxxxxxxx

853.05

857.87

859.01

860.16

855.73

854.70

851.42

852.42

853.75

2.0%1.0%

1.0%

2.3

3.5

2.4

851.66

853.97

D O

NOT

OLLU

R A I N

T O

W A

T E

R W

A Y

D U C T I L E

O N

N Y L

O P L A S T

NOTPOLLU

R A I N S

T O

W A T E

A Y

D U

C T

L E

I R O N

N Y L O P L A S T

32 LF 18" HDPE @ 0.95%

855 855

851851 851 851

852 852

854 854

851 852 853 854

855856

859859

65 LF 24" RCP @ 1.39%

RIP-RAP EMERGENCY OVERFLOW WEIR

(20' BOTTOM WIDTH)

BOTTOM ELEV. 850.60

104 LF 18" HDPE @

1.45%

130 LF 18" HDPE @ 1.45%

18" CMP OUTLET CONTROL RISER

N: 3427423.40 E: 5413616.02

TOP: 849.43

2" DIA. HOLE @ 848.60

18" HDPE E INV. 848.00

36" BUBBLE UP STRUCTURE

N: 3427279.06 E: 5413815.89

RIM 848.10

18" HDPE NW INV. 844.30

CONCRETE HEADWALL

N: 3427588.31 E: 5413541.21

24" RCP S INV. 849.50

CONCRETE HEADWALL

N: 3427526.75 E: 5413520.56

24" RCP N INV. 848.60

STORM MANHOLE

N: 3427371.86 E: 5413769.99

RIM 849.43

18" HDPE W INV. 845.80

18" HDPE SE INV. 845.80

WATER QUALITY UNIT

N: 3427413.24 E: 5413646.38

RIM 852.00

18" HDPE W INV. 847.70

18" HDPE E INV. 847.70

847.80

847.50

847.80

847.50

845.80845.80

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

D A

A R

K D

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

N U

PLAN NORTH

A R

R A

S, IO

W A

W .D

CERTIFIED FINAL - DECEMBER 2023

R Y

G E

O N

P2 : 5

CG101

LIMITS OF CONSTRUCTION

SITE KEYNOTES

CONCRETE PIPE APRON & FLARED END GUARD (SEE DETAILS E7

AND A1 ON SHEET C-505)

RIP-RAP OUTLET PROTECTION (SEE DETAIL E5/C-505)

PROPOSED DETENTION POND (SEE DETAILS ON SHEET C-511)

AGGREGATE DRAIN SPACED 50' O.C. SLOPED INTO GRASS SWALE.

SEE NOTE 4 AND DETAIL E8/C-501.

EXCESS CUT TO BE STORED ON SITE. DRAINAGE TO BE ROUTED TO

DRAINAGE SWALE OR DETENTION POND.

BUBBLE UP STRUCTURE (SEE DETAIL A1/C-510)

STORM MANHOLE (SEE DETAIL A1/C-503)

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'

GENERAL NOTES:

1. SURVEY BASED ON IOWA STATE PLANE, NORTH ZONE, US FOOT, NAD83(2011).

VERTICAL DATUM IS NAVD88. SURVEY DATE: 9/6/2022.

2. UNDERGROUND UTILITIES WERE CAPTURED FROM RECORD DRAWINGS AND

FIELD SURVEY. ACTUAL LOCATIONS MAY VARY FROM WHAT IS SHOWN HEREON.

CONTRACTOR MUST FIELD VERIFY ANY UTILITIES THAT MAY INTERFERE WITH

ALL EXCAVATIONS.

3. CONTRACTOR SHALL VERIFY THE POSITION OF SURVEY CONTROL POINTS

PRIOR TO CONSTRUCTION ACTIVITIES AND ESTABLISH NEW CONTROL POINTS

AS REQUIRED TO MAINTAIN SURVEY CONTROL FOR THE PROJECT AND SHALL BE

BASED ON THE PRIMARY CONTROL POINTS.

4. THE AGGREGATE DRAIN SHOULD BE BACKFILLED WITH CLEAN, WELL-GRADED

GRANULAR MATERIAL MEETING IDOT POROUS BACKFILL (GRADATION 29,

SECTION 4131) CRITERIA OR ALTERNATIVE FREE-DRAINING GRANULAR

MATERIAL ENCAPSULATED WITH SUITABLE FILTER FABRIC.

A1 MEP LOT SITE GRADING PLAN

SCALE: 1" = 40'

CONTRACTOR TRAILER

AND LAYDOWN AREA

POND DATA

4:1 SIDE SLOPES

TOP: 851.60

BOTTOM 848.60

18" RISER:

INV. 18" HDPE @ 845.00

TOP OF RISER @ 849.43

2" DIA. HOLE @ 848.60

OVERFLOW WEIR:

20' WIDE @ 850.60

L O

R A

G P

WATER QUALITY UNIT SPECS

WATER QUALITY FLOW RATE: 3.15 CFS

BYPASS FLOW RATE: 5.05 CFS

SEE DRAWING FOR DEPTHS AND INVERT ELEVATIONS

RIP-RAP LEVEL SPREADER

12-7-2023 W

2Q R

_P la ns -0

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

W W

G G

C C

T C

C T

IPIN

MAGNAIL MAGNAIL

MAGNAIL

SAN

15" RCP 847.22

CB TOP 852.09

INV. 15" RCP 848.29

STM MH RIM 850.87

INV. 15" 846.8 (SE)

INV. 15" 846.54 (W)

INV. 15" 846.4 (N)

STM MH RIM 850.77

INV. 15" 846.82 (E)

INV. 15" 846.92 (NW)

SSMH RIM 849.33

INV. 8" VCP 837.93

SSMH RIM 852.03

INV. 8" VCP 840.28

EXISTING

PARKING

LOT

W R

T BR

S C T.

12" D

8" DIP

SITE BENCHMARK

IRON PIN

N: 3427802.30 E: 5413265.94

ELEV: 850.88

SITE BENCHMARK

MAG NAIL

N: 3427813.37 E: 5413497.42

ELEV: 856.84

SITE BENCHMARK

MAG NAIL

N: 3427807.86 E: 5413699.55

ELEV: 856.46

P8P7

P2 P3

P4 P5 P6

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

XSD

SD SD

INV. 10" CPP 843.58

SITE BENCHMARK

IRON PIN

N: 3427562.34 E: 5413309.31

ELEV: 852.74

846 847 848

851851

853853

854854

30" DIA. CONC. STRUCTURE

T/GRATE 847.85

INV. 12" CPP 842.35

INV. 15" CPP 842.85

BOT. 842.52

VERT. 15" PVC

DRAIN STRUCTURE

T/PVC 845.43

INV. 12" PVC 842.88

BOT. 841.79

DOMED CB

T/CURB 845.28

INV. 15" CPP 842.09

INV. 18" RCP 841.06

850857

EXISTING DETENTION AREA

30' PRIVATE UTILITY EASEMENT

10' UTILITY EASEMENT

10' U

TILITY EASEM

PRIVATE DETENTION POND EASEMENT

C/EC/EC/EC/E

C /E

C/ E

C /E

C/E

C/E C/E

C/ E

C /E

C/E

C/E C/E C/E C/E C/E C/E C

/E C

C /E

C/E C/E

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C /E

W W

W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWW

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 x x x xxxxxxxxxxxxxxxxxx

D O

NOT

OLLU

R A I N

T O

W A

T E

R W

A Y

D U C T I L E

O N

N Y L

O P L A S T

NOTPOLLU

R A I N S

T O

W A T E

A Y

D U

C T

L E

I R O N

N Y L O P L A S T

32 LF 18" HDPE @ 0.95%

855 855

851851 851 851

852 852

854 854

851 852 853 854

855856

859859

65 LF 24" RCP @ 1.39%

RIP-RAP EMERGENCY OVERFLOW WEIR

(20' BOTTOM WIDTH)

BOTTOM ELEV. 850.60

104 LF 18" HDPE @

1.45%

130 LF 18" HDPE @ 1.45%

18" CMP OUTLET CONTROL RISER

N: 3427423.40 E: 5413616.02

TOP: 849.43

2" DIA. HOLE @ 848.60

18" HDPE E INV. 848.00

36" BUBBLE UP STRUCTURE

N: 3427279.06 E: 5413815.89

RIM 848.10

18" HDPE NW INV. 844.30

CONCRETE HEADWALL

N: 3427588.31 E: 5413541.21

24" RCP S INV. 849.50

CONCRETE HEADWALL

N: 3427526.75 E: 5413520.56

24" RCP N INV. 848.60

STORM MANHOLE

N: 3427371.86 E: 5413769.99

RIM 849.43

18" HDPE W INV. 845.80

18" HDPE SE INV. 845.80

WATER QUALITY UNIT

N: 3427413.24 E: 5413646.38

RIM 852.00

18" HDPE W INV. 847.70

18" HDPE E INV. 847.70

SF SF SF SF

SF SF SF SF SF SF SF SF

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

D A

A R

K D

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

N U

PLAN NORTH

A R

R A

S, IO

W A

W .D

CERTIFIED FINAL - DECEMBER 2023

R Y

G E

O N

P2 : 5

CG102

LIMITS OF CONSTRUCTION/

DISTURBANCE, 6± AC.

SITE KEYNOTES

SILT FENCE (SEE DETAIL D1/C-506)

RIP-RAP OUTLET PROTECTION (SEE DETAIL E5/C-505)

INLET PROTECTION (SEE DETAIL A5/C-506)

TEMPORARY CONSTRUCTION EXIT (SEE DETAIL E7/C-506)

CONCRETE WASHOUT (SEE DETAIL A8/C-506)

ROCK CHECK DAM (SEE DETAIL A1/C-506)

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'A1 MEP LOT EROSION & SEDIMENT CONTROL AND LANDSCAPING PLAN

SCALE: 1" = 40'

6 6 6

LEGEND

TEMPORARY EROSION CONTROL MATTING WITH SEEDING

(INSTALL PER MANUFACTURER INSTRUCTIONS)

CONTRACTOR TRAILER

AND LAYDOWN AREA

L O

O N

C O

O L

A N

N D

G P

PERMANENT SEEDING

RIP-RAP LEVEL SPREADER

SO - SHINGLE OAK

CH - COMMON HACKBERRY

PLANTING SCHEDULE

KEY QUANTITY BOTANICAL NAME COMMON NAME COND SIZE SPACING REMARKS

SO 3 QUERCUS

IMBRICARIA SHINGLE OAK B&B 2" - 2.5" CAL. 30' O.C. STRAIGHT TRUNK,

FULL CANOPY

CH 4 CELTIS

OCCIDENTALIS

COMMON

HACKBERRY B&B 2"-2.5" CAL. 30' O.C. STRAIGHT TRUNK,

FULL CANOPY

NOTE: FOR TREE PLANTING DETAIL SEE B7/C-510

TREE LEGEND

EXISTING TREES

SIZE QUANTITY UNITS LU

GREATER

THAN 8" 13 EA 14 182

FROM 4" TO

8" 28 EA 11 308

FROM 2.5" TO

4" 73 EA 9 657

FROM 1.25"

TO 2.5" 108 EA 4 432

3' HIGH

EARTHEN

BERM

660 FEET .05/LF 33

BUFFERYARD DISTANCE 660 FT.

REQUIRED 2.2 LU PER LIN. FT. 1425 LU REQ.

TOTAL LU PROVIDED 1612 LU PROV.

DO NOT DISTURB VEGETATION

AND EARTHEN BERM

1|CH

1|SO

3|CH

12-7-2023 W

2Q R

_P la ns -0

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 X X X

W W

W G

G G

T C

C T

IPIN

MAGNAIL MAGNAIL

MAGNAIL

SAN

CB TOP 852.09

INV. 15" RCP 848.29

STM MH RIM 850.87

INV. 15" 846.8 (SE)

INV. 15" 846.54 (W)

INV. 15" 846.4 (N)

STM MH RIM 850.77

INV. 15" 846.82 (E)

INV. 15" 846.92 (NW)

SSMH RIM 852.03

INV. 8" VCP 840.28

EXISTING

PARKING

LOT

W R

T BR

S C T.

12" D

8" DIP

SITE BENCHMARK

IRON PIN

N: 3427802.30 E: 5413265.94

ELEV: 850.88

SITE BENCHMARK

MAG NAIL

N: 3427813.37 E: 5413497.42

ELEV: 856.84

SITE BENCHMARK

MAG NAIL

N: 3427807.86 E: 5413699.55

ELEV: 856.46

P8P7

P2 P3

P4 P5 P6

SITE BENCHMARK

IRON PIN

N: 3427562.34 E: 5413309.31

ELEV: 852.74

851851

853853

854854

850857

30' PRIVATE UTILITY EASEMENT

10' UTILITY EASEMENT

10' U

TILITY EASEM

PRIVATE DETENTION POND EASEMENT

C /E

C/ E

C /E

C/E

C/E C/E

C/ E

C /E

C/E

C/E C/E C/E C/E C/E C/E

C /E

C/E C/E

C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E C/E

C /E

W W

W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWW

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 x x x xxxxxxxxxxxxxxxxxx

NOTPOLLU

A I N

W A

T E

R W

A Y

S D U C T I L E

N Y L

O P L A S T

32 LF 18" HDPE @ 0.95%

855 855

851851 851 851

852 852

854 854

851 852 853 854

855856

859859

65 LF 24" RCP @ 1.39%

RIP-RAP EMERGENCY OVERFLOW WEIR

(20' BOTTOM WIDTH)

BOTTOM ELEV. 850.60

104 LF 18" HDPE @

1.45%

130 LF 18" HDPE @ 1.45%

18" CMP OUTLET CONTROL RISER

N: 3427423.40 E: 5413616.02

TOP: 849.43

2" DIA. HOLE @ 848.60

18" HDPE E INV. 848.00

CONCRETE HEADWALL

N: 3427588.31 E: 5413541.21

24" RCP S INV. 849.50

CONCRETE HEADWALL

N: 3427526.75 E: 5413520.56

24" RCP N INV. 848.60

STORM MANHOLE

WATER QUALITY UNIT

N: 3427413.24 E: 5413646.38

RIM 852.00

18" HDPE W INV. 847.70

18" HDPE E INV. 847.70

0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 5+88.07

0+00.00

1+00.00

2+00.00 3+00.00 4+00.00 5+00.005+14.75

PI: 0+68.67

PI: 1+34.50

0+50.00

1+50.00 2+50.00 3+50.00 4+50.00

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

D A

A R

K D

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

N U

PLAN NORTH

A R

R A

S, IO

W A

W .D

CERTIFIED FINAL - DECEMBER 2023

R Y

G E

O N

P2 : 5

CU101

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'A1 WATER LINE PLAN

SCALE: 1" = 40'

W A

A N

WATER LINE 2

(8" DIP)

WATER LINE 1

(8" DIP)

12-7-2023 W

2Q R

_P la ns -0

WATER LINE 1 PROFILE PROFILE STA. -0+25 TO 6+00

SCALE: 1"=30' H

1"=3' V

-0+25 0+00 0+25.00 0+50.00 0+75.00

1+00 1+25.00 1+50.00 1+75.00

2+00 2+25.00 2+50.00 2+75.00

3+00 3+25.00 3+50.00 3+75.00

4+00 4+25.00 4+50.00 4+75.00

5+00 5+25.00 5+50.00 5+75.00

6+00

8" DIP (66" DEPTH MIN)

(MAINTAIN 18" VERTICAL CLEARANCE AT CROSSINGS)

8" X 8" TEE

STA 2+88.07

11.25° BEND

STA 3+18.86

8" DIP (66" DEPTH MIN)

(MAINTAIN 18" VERTICAL CLEARANCE AT CROSSINGS)

EX. GAS MAIN

EX 8" SSWR

INV 839.06

PROPOSED

SURFACE

EXISTING

SURFACE

90° BEND TO

HYDRANT

STA 5+88.07

12" X 8" TAPPING SLEEVE

AND VALVE

STA 0+00

WATER LINE 2 PROFILE STA. -0+25 TO 5+50

SCALE: 1"=30' H

1"=3' V

-0+25 0+00 0+25.00 0+50.00 0+75.00

1+00 1+25.00 1+50.00 1+75.00

2+00 2+25.00 2+50.00 2+75.00

3+00 3+25.00 3+50.00 3+75.00

4+00 4+25.00 4+50.00 4+75.00

5+00 5+25.00

5+50

8" DIP (66" DEPTH MIN)(MAINTAIN 18" VERTICAL CLEARANCE AT CROSSINGS)

45° BEND

STA 0+68.67

45° BEND

STA 1+34.50

8" X 8" TEE

STA 2+14.99

11.25° BEND

STA 2+92.70

8" DIP (66" DEPTH MIN)

(MAINTAIN 18" VERTICAL CLEARANCE AT CROSSINGS)

8" DIP (66" DEPTH MIN)

(MAINTAIN 18" VERTICAL CLEARANCE AT CROSSINGS)

EX. GAS MAIN

PROPOSED

SURFACE

EXISTING

SURFACE

CONNECTION TO

8" STUB

STA 0+00

90° BEND TO

HYDRANT

STA 5+14.75

US Army Corps of Engineers ®

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CU201

40' 80'

SCALE: 1 INCH = 40 FEET

20'40' 0'A1 WATER LINE PROFILES

SCALE: 1" = 40'

W A

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C-501

6" DENSE GRADED

CRUSHED STONE

(IDOT 4120.02

GRADATION 11)

AGGREGATE PAVEMENTD1

SUBGRADE AS APPROVED BY

SOILS ENGINEER

6" PCC PAVEMENT (4,000 PSI) FC

(IDOT 2301.02)

SUBGRADE AS APPROVED BY

SOILS ENGINEER

6" WELL-GRADED CRUSHED STONE

(IDOT 4121 GRADATION 12A)

HEAVY DUTY CONCRETE PAVEMENTE1

4" DRAINAGE LAYER-

RAPID DRAINING MATERIAL CONTAINING 0%

PASSING U.S. NO. 16 SIEVE (IDOT 4121

GRADATION 12A)

REINFORCED CONCRETE PANEL

NTSC4

WELDED WIRE FABRIC

3" 3"

"T" VARIES (SEE

CONCRETE SECTIONS E1

AND F1 ON THIS SHEET)

6"x6"xW4xW4 WWM

REINFORCED PANELS

6"x6"xW4xW4 WWM

CONTROL

JOINTS

COMPACT SUBGRADE

SEE DETAIL E1/C-501 FOR

PAVEMENT SECTION

3:1

VARIES

6" TYP.

12" TYP.

AGGREGATE DRAIN AS

SHOWN ON CG101

INTEGRAL CURB DETAIL

NTSE4

NTSE8 AGGREGATE DRAIN DETAIL

GEOTEXTILE (IDOT SECTION 4196)

12"

7" WELL-GRADED CRUSHED STONE

(IDOT 4121 GRADATION 12A)

12"

GEOTEXTILE (IDOT SECTION

4196)

SECTION A-A FROM

EDGE OF PAVEMENT

12"

AGGREGATE DRAIN NOTES:

1. MATCH GEOTEXTILE OVERLAP TO

TRENCH WIDTH

2. SLOPE THE BOTTOM OF THE

TRENCH TO DRAIN.

3. CONSTRUCT AGGREGATE DRAINS

AFTER COMPLETION OF GRANULAR

PAVEMENT COURSES.

4. EXCAVATE THE TRENCH TO FURNISH

A CLEAN EXPOSURE OF THE

GRANULAR PAVEMENT COURSES.

5. PLACE SUITABLE BACKFILL

MATERIAL ABOVE THE TRENCH.

GEOTEXTILE (IDOT SECTION

4196)

IDOT 4121 GRADATION 12A

GRAVEL MOW STRIP

NTSB8

LAWN/GRASS

#2 ROCK SOIL SEPARATOR FABRIC

(8 MIL THICK PERFORATED

POLY FABRIC)

STEEL EDGING

1'-6"

FENCE

STEEL EDGING

1'-6"

TAPPING SLEEVE

N.T.S.F1

THRUST

BLOCK

STAINLESS

STEEL TAPPING

WITH CAST

IRON FLANGE

EXISTING

WATER MAIN

TAPPING VALVE

FINISHED

GRADE

SLIDE OR

SCREW TYPE

VALVE BOX

1'-6" X 1'-6" PSI

CONCRETE I

WATER

MAIN

PROVIDE

CONCRETE

BEARING PAD

PLAN

PROFILE

NOTES:

SIZE ON SIZE TAPS ARE

NOT PERMITTED ON

MAINS LARGER THAN 12"

IN DIAMETER.

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C-502

TRENCH BEDDINGA1 N.T.S.

FIRE HYDRANT INSTALLATIONE1 N.T.S.

NOTE:

FIRE HYDRANT TO BE INSTALLED TO MEET CEDAR RAPIDS SUPPLEMENT TO

SUDAS, DIVISION 5 - SECTION 5920, 2.02.

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C-503

STORM MANHOLE

N.T.S.A1

PCC SURFACE RESTORATION AND UTILITY INSTALLATION

N.T.S.D6

5 FT MIN

eh NEW

EXISTING PAVEMENT

PAVEMENT

THICKENED EDGE JOINT BETWEEN NEW AND EXISTING PAVEMENT

SEE JOINT SEALANT

FIGURE A7/C-505

NEW

PAVEMENT

THICKENED EDGE JOINT BETWEEN NEW

PAVEMENT AND GRASS

EXISTING

GRASS

THICKENED EDGE JOINTS AT AGGREGATE / PAVEMENT OR GRASS

NTSB6

5 FT MIN

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C-504

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C-505

E7E1

NOTE:

TAILWATER < O.5 Ød AND ASSUMING FULL CULVERT FLOW

(HIGH TAILWATER CONDITIONS).

MINIMUM VALUES, SEE PLAN

NOTES:

1. La IS THE LENGTH OF THE RIP-RAP APRON.

2. MATERIAL CONFORMING TO IDOT 4196 EMBANKMENT EROSION CONTROL

FABRIC TO BE INSTALLED UNDER RIP-RAP.

END SECTION, CONCRETE

FLOOR OR RIP-RAP (TYP.)

GEOTEXTILE (SEE NOTE 2)

IDOT 4130 CLASS E REVETMENT

La d

W2 = d + 0.4 La

OUTLET D (IN) V25 (FT/S) LA (FT) W1 (FT) W2 (FT)

< 18 < 18 < 18 8 3.75 4.50

18 18 18 9 4.50 5.25

24 24 24 20 6 13

36 36 36 32 9 16

A1 A4 JOINT SEALANTS

NTSA7

CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT

BUTTED JOINT JOINT

FILLER

INITIAL SAWCUT

(1 8")

LUBRICATE

AS SPECIFIED

LUBRICATE

AS SPECIFIED

LUBRICATE

AS SPECIFIED

PREFORMED

COMPRESSION

SEAL

PREFORMED

COMPRESSION

SEAL

PREFORMED

COMPRESSION

SEAL

PAVEMENT

SURFACEPAVEMENT

SURFACE

PAVEMENT

SURFACE

PAVEMENT

SURFACEW W W

3/4" MIN.

D D D

PREFORMED COMPRESSION SEAL

NOTE:

1. DEPTH AND WIDTH OF UNCOMPRESSED SEAL SHALL BE RECOMMENDED BY MANUFACTURER, EXCEPT THE STALL DEPTH SHALL

NOT BE LESS THAN 1.5 INCHES.

2. TOP OF PREFORMED SEAL SHALL BE 18 TO 14 INCH BELOW THE PAVEMENT SURFACE. IN AREAS TO BE GROOVED, THE JOINT SEAL

SHALL BE RECESSED BELOW THE DEPTH OF THE GROOVES.

3. COMPRESSION SEALS MUST BE IN COMPRESSION AT ALL TIMES.

4. JOINTS WITHIN LIQUID OXYGEN (LOX) AREA WILL NOT BE SEALED

JOINT SPACING

(FEET)

WIDTH (IN.)

MIN. MAX.

20 1/2 5/8

20 (NAVY) 3/8 ---

SEE DETAIL C4/C-505 FOR

FOOTING

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C-506

10' MINIMUM

VARIES

B B

WOOD FRAME SECURELY

FASTENED AROUND

ENTIRE PERIMETER

WITH TWO STAKES

TWO-STACKED

2X12 ROUGH

WOOD FRAME

STAKE

(TYP)

TYPE "ABOVE GROUND"

WITH WOOD PLANKS

VARIES

10' MINIMUM

LATH AND

FLAGGING ON

3 SIDES

10 mil PLASTIC LINING PLAN

NOT TO SCALE

SECTION A-A

NOT TO SCALE

BERM

SANDBAG

10 mil PLASTIC LINING

BERM

STRAW BALE

(TYP)

10 mil PLASTIC LINING

VARIES

10' MINIMUM

BINDER WIRE

NATIVE MATERIAL

(OPTIONAL)

STAPLES

(2 PER BALE)

WOOD OR

METAL STAKES

(2 PER BALE)

SECTION B-B

NOT TO SCALE

10 mil PLASTIC LINING

B B

PLAN

NOT TO SCALE

TYPE "ABOVE GRADE"

WITH STRAW BALES

10 mil PLASTIC LINING

SECTION B-B

NOT TO SCALE

PLAN

NOT TO SCALE

TYPE "BELOW GRADE"

8"1.12" DIA

STEEL WIRE

STAPLE

DETAIL

NOTES:

1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.

2. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE

OF THE WORK AND DISPOSED OF OR RECYCLED.

3. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE

CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED,

AND STABILIZED TO PREVENT EROSION.

NTS

CONCRETE WASHOUTA8

WOOD OR

METAL STAKES

(2 PER BALE)

N C

O N

L D

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C-507

⅜ ⅜

C E

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C-508

⅝ ⅝

⅜

C E

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C-509

C E

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C-510

N P

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D A

N D

L A

N D

CIRCULAR BUBBLE UP STRUCTURE

NTSA1

BUBLE UP STRUCTURE (PLAN)

N.T.S.

12" RIP-RAP (IDOT 4130 CLASS E REVETMENT).

GEOTEXTILE MATERIAL CONFORMING TO IDOT

4196 EMBANKMENT EROSION CONTROL FABRIC

TO BE INSTALLED UNDER RIP-RAP.

36" BUBBLE UP STRUCTURE

TOP: 848.10

18" HDPE 842.30

18" HDPE

TRASH RACK

NTSD8

TREE PLANTING DETAIL

NTSB7

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C-511

O N

P O

N D

TOP OF CREST=851.60

OUTLET PIPE

RECOMPACTED SOIL

FLOWABLE FILL,

MIN. 6" ALL SIDES

ALONG 2/3 THE

LENGTH OF THE

PIPE

SAND BACKFILL, MIN. 6"

ALL SIDES ALONG 1/3 THE

LENGTH OF THE PIPE.

FILTER FABRIC

0.75 INCH

CRUSHED STONE,

MIN. 6" ALL SIDES

POND EMBANKMENT NOTES:

1. AREAS UNDER THE EMBANKMENT OR ANY STRUCTURAL

WORKS RELATED TO THE BASIN SHALL BE CLEARED,

GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES,

VEGETATION, ROOTS, OR OTHER OBJECTIONABLE MATERIAL.

IN ORDER TO FACILITATE CLEANOUT AND RESTORATION, THE

AREA OF MOST FREQUENT INUNDATION (MEASURED FROM

THE TOP OF THE PRINCIPAL SPILLWAY) WILL BE CLEARED OF

ALL BRUSH AND TREES.

2. THE PLACING AND SPREADING OF EMBANKMENT MATERIALS

IS TO BE STARTED AT THE LOWEST POINT AND BROUGHT UP

IN HORIZONTAL LAYERS OF 8" THICKNESS. SAID MATERIAL IS

TO BE FREE OF SOD, ROOTS, FROZEN SOIL OR ANY OTHER

DECOMPOSABLE MATERIAL. THE RELATIVE COMPACTION OF

EACH LAYER SHALL NOT BE LESS THAN 95% OF STANDARD

PROCTOR TEST AT OPTIMUM MOISTURE CONTENT +/- 3% IN

ALL AREAS.

3. FOR EARTH-FILL EMBANKMENTS, A CUTOFF TRENCH SHALL

BE INSTALLED ALONG THE CENTERLINE OF THE

EMBANKMENT. THE TRENCH MUST EXTEND AT LEAST 2 FEET

INTO STABLE IMPERVIOUS SOIL WITH A MINIMUM BOTTOM

WIDTH OF 4 FEET AND SIDE SLOPES OF 2:1. COMPACTION

REQUIREMENTS SHALL BE THE SAME AS THOSE FOR THE

EMBANKMENT. THE TRENCH SHALL BE DRAINED DURING THE

BACKFILLING/COMPACTING OPERATIONS.

4. THE EMBANKMENT SHALL BE CONSTRUCTED TO AN

ELEVATION 10 PERCENT HIGHER THAN THE DESIGN HEIGHT

TO ALLOW FOR SETTLEMENT IF COMPACTION IS OBTAINED

WITH HAULING EQUIPMENT. IF COMPACTORS ARE USED FOR

COMPACTION, THE OVERBUILD MAY BE REDUCED TO NOT

LESS THAN 5 PERCENT.

5. THE EMBANKMENT OF THE POND SHALL BE STABILIZED WITH

PERMANENT VEGETATION IMMEDIATELY AFTER INSTALLATION

OF THE BASIN.

6. PROPERLY STABILIZED PIPE THROUGH EMBANKMENT WITH

PROPER COMPACTION OF NO LESS THAN 95% OF STANDARD

PROCTOR TEST IN ALL AREAS. HAND COMPACT AROUND PIPE

TO ENSURE ADEQUATE COMPACTION. DO NOT OVER

COMPACT SO MUCH THAT UPLIFT IS CREATED ON THE PIPE.

USE A MINIMUM OF 2 FEET OF FILL OVER BARREL BEFORE

DRIVING OVER. WATER TIGHT WRAPPED AND GASKETED

JOINTS ARE REQUIRED.

EMBANKMENT DETAIL

N.T.S.

18" DIAMETER

10' WIDE

WQV ELEV : 848.60

DETENTION POND DETAIL

4:1 SLOPE

POND BOTTOM

ELEV=848.60

N.T.S.

18" HDPE @ 0.95% SLOPE

EMERGENCY SPILLWAY DETAIL

± 20'

N.T.S.

ELEV=850.60 3:1 SLOPE

(MAX)3:1 SLOPE

(MAX)

ELEV=851.60 ELEV=851.60

4:1 SLOPE

TOP OF POND

851.60

TOP OF 18" CMP RISER

849.43

18" INV. 845.00

TOP OF POND

851.60

5 YR ELEV : 849.58

10 YR ELEV : 849.73

25 YR ELEV : 850.00

100 YR ELEV : 850.59

10' MIN.

TOP OF EMERGENCY

SPILLWAY = 850.60

TRASH RACK (SEE

DETAIL D8/C-510)

12" RIP-RAP (IDOT 4130 CLASS E REVETMENT).

GEOTEXTILE MATERIAL CONFORMING TO IDOT

4196 EMBANKMENT EROSION CONTROL FABRIC

TO BE INSTALLED UNDER RIP-RAP.

2" DIA. HOLE @ 848.60

(WQV ELEV)

1/2 ROUND SECTION 12" PERFORATED CMP WITH 1" DIA HOLES

3" O.C E.W. AND SOLID TOP/BOTTOM WELDED TO RISER.

RISER (OUTLET CONTROL) PLAN VIEW

N.T.S.

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NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

(A) EXISTING TO BE ABANDONED

(D) EXISTING TO BE DEMOLISHED

(E) EXISTING TO REMAIN

(F) FUTURE

(R) EXISTING TO BE RELOCATED

A AMPERE

AC ALTERNATING CURRENT OR AIR CONDITIONER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPS INTERRUPTING CAPACITY

ANNC ANNUNCIATOR

AWG AMERICAN WIRE GAUGE

BPS BOLTED PRESSURE SWITCH

C CONDUIT

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CM CONSTRUCTION MANAGER

DC DIRECT CURRENT

DP DISTRIBUTION PANELBOARD

DTT DOUBLE TWIN TUBE

EB ELECTRONIC BALLAST

EC ELECTRICAL CONTRACTOR

EM EMERGENCY

EMT ELECTRICAL METAL TUBING

EWC ELECTRIC WATER COOLER

FA FIRE ALARM

FLA FULL LOAD AMPS

G GROUND

GC GENERAL TRADES CONTRACTOR

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GEN GENERATOR

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HPC HIGH PRESSURE CONTACT SWITCH

HZ HERTZ

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

INCD INCANDESCENT

KVA KILOVOLT AMPERE

KW KILOWATT

LTG LIGHTING OR LIGHT

LRA LOCKED ROTOR AMPS

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

MSB MAIN SWITCHBOARD

MH METAL HALIDE

MTS MANUAL TRANSFER SWITCH

NAC NOTIFICATION APPLIANCE CIRCUIT

NC NORMALLY CLOSED

NO NORMALLY OPEN

NF NON-FUSED

OCC OCCUPANCY

PA PUBLIC ADDRESS

PB PULL BOX OR PUSH BUTTON

PVC POLYVINYL CHLORIDE (PLASTIC PIPE)

PWR POWER

RECPT RECEPTACLE

STP SHIELDED, TWISTED PAIR

TC TIME CLOCK

TRT TRIPLE TUBE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTP UNSHIELDED, TWISTED PAIR

V VOLT

W WATT

WAP WIRELESS ACCESS POINT

WH WATTHOUR

WP WEATHERPROOF, NEMA 3R UNO

XFMR TRANSFORMER

Z IMPEDANCE

PHASE

ABBREVIATIONSABBREVIATIONS

COR CONTRACTING OFFICER REPRESENTATIVE

DP&L DAYTON POWER AND LIGHT

AES APPLIED ENERGY SERVICES

GFI GROUND FAULT CIRCUIT INTERRUPTER

EES EARTH ELECTRODE SUBSYSTEM

SITE SYMBOLS

20A DUPLEX RECEPTACLE WITH COVER PLATE: X=TYPE,

Y"=NON-STANDARD MOUNTING HEIGHT, Z=SPECIAL

DESIGNATION, (18" AFF TYPICAL)

X Y Z

STANDARD FUSED DISCONNECT SWITCH: X=DISCONNECT SIZE,

Y=FUSE SIZE, Z=NUMBER OF POLES

UTILITY TAP BOX

PANELBOARD

WEATHER RESISTANT DUPLEX RECEPTACLE, GROUND FAULT

CIRCUIT INTERRUPTING WITH IN-USE COVER

POLE MOUNTED SITE LUMINAIRE:

REFER TO LUMINAIRE SCHEDULE FOR ADDITIONAL

INFORMATION

NOTE: NOT ALL SYMBOLS MAY BE USED.

NICHOLAS R.

SAINATO

P24398

D PROFESS IONAL ENG

INEER

IO W A

US Army Corps of Engineers ®

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E N

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E-001

G E

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D D

SSMH RIM 852.03

INV. 8" VCP 840.28

IPIN

XCUT

IPIN

MAGNAIL MAGNAIL

MAGNAIL

IPIN

PL1 PL1 PL1

PL1

PL1 PL1 PL1 PL1

WP WP WP WP

MEP

MEP-2 MEP-2 MEP-2 MEP-2

MEP-1 MEP-1 MEP-1

MEP-1

MEP-4MEP-4MEP-6MEP-6

MEP-3MEP-3MEP-5MEP-5

MEP-7

NICHOLAS R.

SAINATO

P24398

D PROFESS IONAL ENGINEER

IO W A

US Army Corps of Engineers ®

SHEET ID

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*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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PLAN NORTH

12/6/2023

ES101

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CERTIFIED FINAL - DECEMBER 2023

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SCALE: 1" = 30'-0"

SITE PLAN - MEP LOT - ELECTRICAL

GENERAL SHEET NOTES

1. THE ELECTRICAL SITE PLAN DOES NOT SHOW ALL OF THE EXISTING

UTILITIES OR UNDERGROUND CONDITIONS. COORDINATE WITH THE UTILITY

COMPANIES, ALL TRADES, AND EXISTING CONDITIONS TO LOCATE ALL

UNDERGROUND SERVICES AND CLEARLY INDICATE LOCATIONS PRIOR TO

THE START OF EXCAVATING.

2. UNDERGROUND ROUTING SHOWN IS SCHEMATIC. COORDINATE EXACT

ROUTING WITH SITE CIVIL PLANS AND EXISTING CONDITIONS. ROUTE NEW

UNDERGROUND ELECTRIC ABOVE OR BELOW EXISTING UTILITIES AND

EQUIPM…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 6, 2024.