TROUGHS-FINAL_BINDER.pdf

PDF 10 MB Posted Jun 6, 2018

Attached to: USDA Removal of Waste Burial Troughs
Solicitation number: 12619718B0002
Issued by: Department of Agriculture Animal and Plant Health Inspection Service Veterinary Services

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A0012SF30.pdf	PDF	Jul 17, 2018
A0012023500-TR-06-00.pdf	PDF	Jul 17, 2018
A0011.pdf	PDF	Jul 16, 2018
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A0010Final_Specification_-_Removal_of_Waste_Burial_Troughs.pdf	PDF	Jul 13, 2018
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Final_Specification_-_Removal_of_Waste_Burial_Troughs.pdf	PDF	Jun 6, 2018
12619718B0002.pdf	PDF	Jun 6, 2018
Construction_Clauses_and_Provisions.docx	DOCX document	Jun 6, 2018

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D A

Y T

O N

V E

N U

VICINITY MAP

USDA, NATIONAL CENTERS FOR ANIMAL HEALTH

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

DRAWING NO.

INDEX OF DRAWINGS

SHEET NO. TITLE

LOCATION MAP

USDA

REMOVAL OF WASTE BURIAL TROUGHS

AG-32SC-D-17-0266

1"=400'

1"=2 MILES

SEE SHEET G100 FOR DESIGN NARRATIVE/PROJECT SCOPE

1020 DAYTON AVENUE

AMES, IOWA 50010

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DAYTON AVE

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TO AMES

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MAIN GATE CONTRACTOR ACCESS

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PEDESTRIAN

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WALKWAY

AutoCAD SHX Text 1-39

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PEDESTRIAN

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WALKWAY

AutoCAD SHX Text 1-39A

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DOWN

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LN BULK (NIC)

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CONTRACTOR'S LAYDOWN/JOB TRAILER

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ABOVE GRADE STOCKPILE GOVERNMENT FURNISHED BORROW (AREA 4)

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TEMPORARY ROUTE FOR HAUL OF GOVERNMENT FURNISHED BORROW/WASTE

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TEMPORARY STOCKPILE LIMITS FOR CLEAN FILL INTENDED FOR REUSE AS FILL (AREA 2)

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INTERSTATE RIGHT OF WAY FENCE

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SECURITY FENCE

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GRAVEL ROAD

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NOTE: AREA 3 WILL BE A CONTRACTOR PROVIDED (OFF GOVERNMENT PROPERTY) WASTE AREA.

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TITLE SHEET

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U.S. HWY 30

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U.S. INTERSTATE 35

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U.S. HWY 69

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DAYTON AVE

AutoCAD SHX Text 190th ST

AutoCAD SHX Text 220th ST

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TO MASON CITY

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TO DES MOINES

AutoCAD SHX Text C101

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EXCAVATION SITE PLAN

AutoCAD SHX Text C200

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BORING LOGS (#1-#11)

AutoCAD SHX Text C201

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BORING LOGS (#12-#22)

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COR

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REVISIONS

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DESCRIPTION

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SHEET

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DATE

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FIRM

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NO.

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EPM

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REAL PROPERTY

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DATE

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PROJECT NO.

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USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

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A-E FIRM

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

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USDA AGRICULTURAL RESEARCH SERVICE

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REMOVAL OF WASTE BURIAL TROUGHS

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NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

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AutoCAD SHX Text 05/17/18

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AEJ

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AEJ

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DRL

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PLAINS AREA

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AMES, IOWA

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XXX

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DOBEREINER

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KUENNEN

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BORDELON

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A'HEARN

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TITLE SHEET

AutoCAD SHX Text T100

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AutoCAD SHX Text G100

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EXISTING SITE PLAN

AutoCAD SHX Text C100

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DEMOLITION SITE PLAN

AutoCAD SHX Text C102

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PROPOSED SITE PLAN

AutoCAD SHX Text C300

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SITE DETAILS

AutoCAD SHX Text C301

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MARKING/UTILITY DETAILS

AutoCAD SHX Text C302

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DRAINAGE DETAILS

AutoCAD SHX Text C303

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EROSION CONTROL DETAILS

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PARKING LAYOUT

AutoCAD SHX Text C103

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SIGN

FFE: 1001.29

FFE: 1001.35

FFE: 1001.24

FFE: 1001.31

EXISTING INTAKE/MH

RIM: 995.37

12" RCP FL: 989.12 (N)

12" RCP FL: 989.12 (E)

24" RCP FL: 989.12 (SW)

EMERGENCY AREA

24" FES

FL: 995.95

24" FES

FL: 995.40

CP# 80526

ELEV: 997.67

N: 3478785.18 E: 4900985.18

CP# 803

ELEV: 998.88

N: 3478690.11 E: 4901042.93

EXISTING INTAKE

RIM: 997.17

12" RCP FL: 992.97 (S)

EXISTING INTAKE

RIM: 994.69

12" RCP FL: 989.79 (S)

EXISTING INTAKE

RIM: 994.23

12" RCP FL: 989.58 (N)

12" RCP FL: 989.58 (SW)

CP# 805

ELEV: 990.46

N: 3478672.75 E: 4902110.94

CP# 80091

ELEV: 994.86

N: 3478268.40 E: 4902108.16

EXISTING INTAKE

RIM: 994.19

15" RCP FL: 989.89 (SE)

15" RCP FL: 989.89 (N)

EXISTING MH

RIM: 997.06

15" RCP FL: 988.76 (S)

24" RCP FL: 988.76 (E)

24" RCP FL: 988.76 (W)

EXISTING INTAKE

RIM: 994.80

15" RCP FL: 990.95 (NW)

BM# 802

ELEV: 996.00

N: 3478081.95 E: 4900934.66

BM# 804

ELEV: 995.37

N: 3478310.07 E: 4902127.31

ASPHALT

CONC.

ASPHALT

ROCK ROCK

CROP

StS(C)

StS(D) StS(C)

EXISTING INTAKE

RIM: 993.53

24" RCP FL: 989.08 (NE)

24" RCP FL: 989.08 (W)

St S(

C) St

S( C)

St S(

C) E(

D) E(

E( D)

E(D)

W (D

W (D)

W (D

(D )E(

D) E(

E(D

E( D)E(D) W (D

BM# 801

ELEV: 996.63

N: 3478435.11 E: 4900935.43

1 14

8 22

W(D)

StS(C)

E(D)

POST

FENCE

CONTOUR

WATERLINE (PVC)

WATER VALVE

FIRE HYDRANT

BORING SAMPLE (SEE SHEET C200 AND C201)

STORM DRAIN

MANHOLE

INLET

BEEHIVE INLET

UNDERGROUND ELECTRICAL

LIGHTPOLE

SURVEY CONTROL

SIGN SIGN

CONEX HAZMAT LOCKERS TO BE

RELOCATED BY THE USDA

(6-TOTAL) BOLLARD WITH

125V 20 AMP (NEMA 5-20R)

DUPLEX GFI RECEPTACLE

AND 125V 30 AMP (NEMA

5-30R) AND THREE BOLLARD

MOUNTED 'VET TRUCK' SIGNS

(2-TOTAL) ADA

ACCESSIBLE

PUSH-STATION BOLLARD

8" DIA GALV STEEL

PIPE BOLLARD

DEPRESSED CURB

AND ACCESSIBLE

ACCESS

EXISTING SITE PLAN

GENERAL NOTES

PHASING NOTES DESIGN NARRATIVE/PROJECT SCOPE

PROJECT PRICING NOTE:

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AutoCAD SHX Text UTILITY LINETYPES WITH A QUALITY LEVEL INDICATOR (*) HAVE BEEN LOCATED PER THE FOLLOWING ASCE "STANDARD GUIDELINE FOR THE COLLECTION & DEPICTION OF EXISTING SUBSURFACE UTILITY DATA": (A) - PRECISE HORIZONTAL & VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED & SURVEYED UTILITIES) & SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL & VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES , IS SHOWN ON PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15- MM VERTICAL & TO APPLICABLE HORIZONTAL SURVEY & MAPPING ACCURACY AS DEFINED OR EXPECTED BY THE PROJECT OWNER. (B) - INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE & APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT & REDUCED ONTO PLAN DOCUMENTS. (C) - INFORMATION OBTAINED BY SURVEYING & PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES & BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION (D) - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.

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EXISTING SITE PLAN

AutoCAD SHX Text G100

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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PLAN & TRUE NORTH

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SCALE:

AutoCAD SHX Text 1" = 50'

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AutoCAD SHX Text G100

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COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

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DESCRIPTION

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SHEET

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DATE

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AutoCAD SHX Text P.A.

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FIRM

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NO.

AutoCAD SHX Text D

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EPM

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REAL PROPERTY

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DATE

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PROJECT NO.

AutoCAD SHX Text S

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USDA

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AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

AutoCAD SHX Text

A-E FIRM

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

REMOVAL OF WASTE BURIAL TROUGHS

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NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

AutoCAD SHX Text

AutoCAD SHX Text 05/17/18

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AEJ

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AEJ

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DRL

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PLAINS AREA

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AMES, IOWA

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XXX

AutoCAD SHX Text 1437-M

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DOBEREINER

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KUENNEN

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BORDELON

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A'HEARN

AutoCAD SHX Text DATUM AND COORDINATE SYSTEM VERTICAL THIS SURVEY WAS COMPLETED ON NAVD 88 DATUM. SUBTRACT 823.594 FROM ELEVATIONS SHOWN TO GET TO THE CITY OF AMES DATUM. HORIZONTAL THIS SURVEY WAS COMPLETED ON IOWA NORTH ZONE NAD 83 (1996) SURVEY PREPARED BY: CLAPSADDLE-GARBER ASSOCIATES, INC. 1523 S. BELL AVE. SUITE 101 AMES, IOWA 50010 FIELD WORK COMPLETED: 11-14-2017 NOTES: 1. ALL BEARINGS ARE THE RESULT OF G.P.S. ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS. 2.ALL UNDERGROUND UTILITIES ON THIS SITE HAVE BEEN LOCATED AT ASCE LEVEL C OR D SURVEY QUALITY.

AutoCAD SHX Text A. PROVIDE 42" TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO ISOLATE HAZARDS AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. PROVIDE 42" TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO ISOLATE HAZARDS AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. 42" TALL TEMPORARY ORANGE HIGH DENSITY POLYETHYLENE SAFETY FENCE TO ISOLATE HAZARDS AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. TO ISOLATE HAZARDS AND CONSTRUCTION FROM UNAUTHORIZED ACCESS. B. PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS OF ITEMS NOT INDICATED TO BE REMOVED BY THIS PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY CONSTRUCTION OPERATIONS OF ITEMS NOT INDICATED TO BE REMOVED BY THIS CONTRACT SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT. C. THESE DESIGN DRAWINGS DEPICT EXISTING CONDITIONS AS SURVEYED ON 11/14/2017. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ASSETS & UTILITIES, NOTE THESE DESIGN DRAWINGS DEPICT EXISTING CONDITIONS AS SURVEYED ON 11/14/2017. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ASSETS & UTILITIES, NOTE EXISTING CONDITIONS AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICE PRIOR TO BEGINNING CONSTRUCTION. D. THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO SPACES OF THE BUILDING AND OUTSIDE OF DESIGNATED WORK AREAS. THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO SPACES OF THE BUILDING AND OUTSIDE OF DESIGNATED WORK AREAS. E. THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE IMPACTS AND ADVERSE AFFECTS ON EXISTING FINISHES. COORDINATE THE THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE IMPACTS AND ADVERSE AFFECTS ON EXISTING FINISHES. COORDINATE THE LOCATION OF THE CUTS TO ACCOMMODATE FINAL FINISHES. F. THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND THE REPAIR IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL COMPONENTS DURING CONSTRUCTION. G. CONSTRUCTION AND DEMOLITION EQUIPMENT SHALL BE SIZED AND SELECTED BY THE CONTRACTOR TO PREVENT ANY DAMAGE TO RETAINED SITE, STRUCTURAL OR CONSTRUCTION AND DEMOLITION EQUIPMENT SHALL BE SIZED AND SELECTED BY THE CONTRACTOR TO PREVENT ANY DAMAGE TO RETAINED SITE, STRUCTURAL OR ARCHITECTURAL FEATURES H. THE CONTRACTOR WILL NOT BE PROVIDED ANY UTILITIES FOR THE CONSTRUCTION JOB TRAILER. THE CONTRACTOR WILL NOT BE PROVIDED ANY UTILITIES FOR THE CONSTRUCTION JOB TRAILER. I. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT PONDING OF WATER IN THE EXCAVATIONS AND SHALL PROVIDE DEWATERING OF THE EXCAVATIONS BY PUMPING THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT PONDING OF WATER IN THE EXCAVATIONS AND SHALL PROVIDE DEWATERING OF THE EXCAVATIONS BY PUMPING AND GRADING, AND DITCHING. DEGRADED SUBGRADE/EXCAVATIONS, CAUSED BY PONDING WATER, SHALL BE REMOVED AND STABILIZED AT NO ADDITIONAL COST TO THE GOVERNMENT.

AutoCAD SHX Text A. THE BUILDING WILL REMAIN OCCUPIED DURING THE DURATION OF THIS CONTRACT. THE BUILDING WILL REMAIN OCCUPIED DURING THE DURATION OF THIS CONTRACT. B. THE CONTRACTOR WILL BE ALLOWED FULL ACCESS TO THE PARKING LOT FOR THE THE CONTRACTOR WILL BE ALLOWED FULL ACCESS TO THE PARKING LOT FOR THE DURATION OF THE CONSTRUCTION CONTRACT. ALL GOVERNMENT VEHICLES WILL BE MOVED BY THE USDA TO ACCOMMODATE CONSTRUCTION AND BE RESTRICTED FROM THE PARKING LOT FOOTPRINT DURING CONSTRUCTION. C. RELOCATE THE DOMESTIC WATERLINE AS REQUIRED TO MINIMIZE IMPACTS TO USDA RELOCATE THE DOMESTIC WATERLINE AS REQUIRED TO MINIMIZE IMPACTS TO USDA OPERATIONS. THE CONTRACTOR WILL BE ALLOW ONE CONTINUOUS SHUTDOWN, NOT TO EXCEED A MAXIMUM OF 48 HOURS, OVER ONE WEEKEND TO AFFECT DOMESTIC WATER SERVICE. ALL WATER UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL UTILITY'S WRITTEN REQUIREMENTS. D. WHILE WORKING ON THE ROADWAY, THE CONTRACTOR WILL PROVIDE A TEMPORARY WHILE WORKING ON THE ROADWAY, THE CONTRACTOR WILL PROVIDE A TEMPORARY ACCESS DRIVE TO ALLOW GOVERNMENT VEHICLE TO BYPASS THE ACCESS DRIVE ON THE EAST SIDE OF THE SITE IN THE GENERAL ALIGNMENT SHOWN. E. THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF CONSTRUCTION TO THE THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF CONSTRUCTION TO THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. DETAILS SHALL BE PROVIDED NOTING WHERE CONSTRUCTION WILL OCCUR, SEQUENTIAL PHASING AND THE DURATION OF THE WORK TO BE PERFORMED. THE SCHEDULE SHALL ALSO DETAIL HOW THE CONTRACTOR WILL MINIMIZE INTERRUPTIONS TO USDA OPERATIONS. F. AT A MINIMUM, PROVIDE TEMPORARY PLASTIC ENGRAVED PLACARDS AT AFFECTED AT A MINIMUM, PROVIDE TEMPORARY PLASTIC ENGRAVED PLACARDS AT AFFECTED BUILDING 24 EGRESSES FOR EACH AREA AFFECTED BY CONSTRUCTION 1. NOTING THAT THE AREA IS RESTRICTED TO 'CONSTRUCTION PERSONNEL ONLY' NOTING THAT THE AREA IS RESTRICTED TO 'CONSTRUCTION PERSONNEL ONLY' 2. OR THAT THE AREA IS A 'CONSTRUCTION AREA' WHERE REQUIRED. OR THAT THE AREA IS A 'CONSTRUCTION AREA' WHERE REQUIRED. E. JACK HAMMERING, SAW CUTTING AND WORK THAT GENERATES HIGH NOISE LEVELS JACK HAMMERING, SAW CUTTING AND WORK THAT GENERATES HIGH NOISE LEVELS SHALL BE PERFORMED AFTER NORMAL USDA WORKING HOURS. NORMAL USDA WORKING HOURS ARE 8:00 A.M. TO 4:30 P.M. THE CONTRACTOR WILL BE ABLE TO WORK FROM 7:00 A.M. TO 6:00 P.M. F. THE CONTRACTOR SHALL VERIFY EXISTING PIPING TYPE PRIOR TO BEGINNING MAJOR THE CONTRACTOR SHALL VERIFY EXISTING PIPING TYPE PRIOR TO BEGINNING MAJOR DEMOLITION WORK. HAVE, ON HAND, MATERIAL REQUIRED TO COMPLETE CONSTRUCTION IN A TIMELY MANNER.

AutoCAD SHX Text THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: ORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. THE ORIGINAL BUILDING ADDITION (BUILDING 24) AND PARKING LOT AND ROAD EAST OF BUILDING 24 WERE UNKNOWINGLY BUILT ON TOP OF A HIGHLY COMPRESSIBLE THE ORIGINAL BUILDING ADDITION (BUILDING 24) AND PARKING LOT AND ROAD EAST OF BUILDING 24 WERE UNKNOWINGLY BUILT ON TOP OF A HIGHLY COMPRESSIBLE LAYER (ANIMAL MANURE) OF BURIED TROUGHS. SETTLEMENT IN THESE AREAS OCCURRED JUST AFTER THE BUILDING WAS OCCUPIED. AT THAT TIME, MICROPILING OF BURIED TROUGHS. SETTLEMENT IN THESE AREAS OCCURRED JUST AFTER THE BUILDING WAS OCCUPIED. AT THAT TIME, MICROPILING AND A STRUCTURAL SLAB WAS CONSTRUCTED TO MITIGATE THE BUILDING SLAB AND STRUCTURAL SETTLEMENT. NO MITIGATION WAS PERFORMED ON THE PARKING LOT AND ROAD EAST OF BUILDING 24. 2. THE INTENT OF THE WORK IS TO REMOVE THE COMPRESSIBLE MANURE LAYER, BACKFILL/COMPACT THE EXCAVATION WITH SUITABLE MATERIAL AND REPLACE THE THE INTENT OF THE WORK IS TO REMOVE THE COMPRESSIBLE MANURE LAYER, BACKFILL/COMPACT THE EXCAVATION WITH SUITABLE MATERIAL AND REPLACE THE PAVEMENT, DRAINAGE, UTILITIES AND SITE ASSETS IN THEIR GENERAL EXISTING CONFIGURATION. 3. SEE SHEET T100 FOR DESIGNATED AREAS, THE CONTRACTOR SHALL: SEE SHEET T100 FOR DESIGNATED AREAS, THE CONTRACTOR SHALL: , THE CONTRACTOR SHALL: 3.1. REMOVE CLEAN MATERIAL FROM 'AREA 1' AND STOCKPILE IN IN 'AREA 2' FOR REUSE. REMOVE CLEAN MATERIAL FROM 'AREA 1' AND STOCKPILE IN IN 'AREA 2' FOR REUSE. 3.2. REMOVE MANURE FORM 'AREA 1' AND HAUL TO WASTE 'AREA 3' (AN OFF-SITE WASTE AREA TO BE PROVIDED BY THE CONTRACTOR). REMOVE MANURE FORM 'AREA 1' AND HAUL TO WASTE 'AREA 3' (AN OFF-SITE WASTE AREA TO BE PROVIDED BY THE CONTRACTOR). 3.3. BACKFILL 'AREA 'I WITH CLEAN MATERIAL FROM 'AREA 2' AND 'AREA 4'BACKFILL 'AREA 'I WITH CLEAN MATERIAL FROM 'AREA 2' AND 'AREA 4'

AutoCAD SHX Text

AutoCAD SHX Text C303

AutoCAD SHX Text #1

ALL WORK SHOWN ON THESE PLANS SHALL BE CONSIDERED PART OF THE BASE BID AS A LUMP SUM PRICE TO COMPLETE THE WORK WITH THE EXCEPTION OF ALTERNATE BID ITEMS (ABI #1, ABI #2, AND ABI #3) SHOWN IN TABLE 2 ON SHEET C101. THE CONTRACTOR SHALL PROVIDE A SEPARATE PRICE TO PERFORM ALTERNATE BID ITEM WORK BY THE IN-PLACE CUBIC YARD. THIS ALTERNATE BID ITEM WORK WILL ONLY BE EXECUTED AT THE WRITTEN DIRECTION OF THE CONTRACTING OFFICER. TO VERIFY BASE BID WORK HAS BEEN PERFORMED AND TO QUANTIFY VOLUMES OF ALTERNATIVE BID ITEM WORK, THE CONTRACTOR SHALL PROVIDE AN TOPOGRAPHIC SURVEY DETAILING, AT A MINIMUM, ALL BREAKS IN GRADES, CONTOURS AT 0.5' INTERVAL AND SPACING OF SURVEY POINTS AT NO GREATER THAN 25'. THE SURVEY SHALL DETAIL: A. EXISTING GROUND SURFACE (AT PAVEMENT SUBGRADE), B. LIMITS OF CLEAN MATERIAL EXCAVATION, C. LIMITS OF MANURE EXCAVATION, D. TOP OF BACKFILL AT NEW PAVEMENT SUBGRADE. THE CONTRACTOR SHALL DETAIL THE ROUGH ESTIMATES OF QUANTITIES OF MATERIALS EXCAVATED BY TYPE IN THE DAILY RECORDS/LOGS TO VERIFY THAT BASE BID QUANTITIES OF MATERIAL ARE NEARING THE BASE BID LIMITS AND NOTIFY THE CONTRACTING OFFICER PRIOR TO OVERRUNNING ANY EXCAVATION QUANTITIES.

SIGN

FFE: 1001.29

FFFE: 1001.35

FFE: 1001.24

FFE: 1001.31

EMERGENCY AREA

CP# 3

ELEV: 998.88

N: 3478690.11 E: 4901042.93

EXISTING INTAKE

RIM: 997.17

12" RCP FL: 992.97 (S)

EXISTING INTAKE

RIM: 994.69

12" RCP FL: 989.79 (S)

EXISTING MH

RIM: 997.06

15" RCP FL: 988.76 (S)

24" RCP FL: 988.76 (E)

24" RCP FL: 988.76 (W)

ASPHALT

CONCRETE

ASPHALT

ROCK

St S(

StS(C)

StS(C) StS(C)

StS(D)StS(D) StS(C) StS(C) StS(C)

St S(

C) St

S( C)

St S(

C) St

S( C)

St S(

C) St

S( C)

St S(

C) St

S( C) E(D)

E(D)

E( D)

E(D) E(D)

E(D)

W (D

W (D)

W (D

E( D)

E(D) E(D)

E( D)

E(D

E( D)

E(D) E(D)

E(D)

W(D)W(D)W(D)W(D)W(D)

W (D

BM# 1

ELEV: 996.63

N: 3478435.11 E: 4900935.43

W20-1

WORK

AHEAD

ROAD

250' AHEAD

W O

R K

A H

E A

R O

A D

W20-1

WORK

AHEAD

ROAD

250' AHEAD

R48

R50'

R43'

R20'

R50'

R43'

R48'

PLAN & TRUE NORTH

- SAWCUT PAVEMENT FULL DEPTH

DEMOLITION SITE PLAN

KEYED NOTES

BUILDING 24

- REMOVE AND DISPOSE OF ASPHALT PAVEMENT. REMOVE AND SALVAGE AGGREGATE BASE COURSE.

- REMOVE AND DISPOSE OF CONCRETE CURB.

- REMOVE AND DISPOSE OF CONCRETE SIDEWALK . BOLLARDS , BOLLARD MOUNTED SIGNS AND PUSH

STATIONS. PROVIDE HAND HOLES AS REQUIRED TO RE-FEED ELECTRICAL AND PUSH STATION

CONTROLS

- REMOVE AND DISPOSE OF LIGHTING FOUNDATIONS. REMOVE AND SALVAGE FOR REINSTALLATION THE

LIGHT STANDARD, AND NECESSARY APPURTENANCES TO PROVIDE NEW LED LIGHTS. (SEE SHEET C101)

- PROVIDE TEMPORARY ACCESS ROAD (6" THICK GRAVEL ON STABLE,COMPACT SUBGRADE) PRIOR TO

BEGINNING DEMOLITION AND TO REMAIN UNTIL ACCESS CAN BE RE-ESTABLISHED.

- PROVIDE TEMPORARY 18"Ø DRAINAGE CULVERT

DEMO/TEMPORARY LEGEND

- TIE AND RE-ROUTE THE WATER DISTRIBUTION PIPING.

- REMOVE AND DISPOSE WATER PIPING AND APPURTENANCES.

END

BEG

END

- REMOVE AND DISPOSE DROP INLET, PIPING AND APPURTENANCES.

BEG

END

BEG

GENERAL SHEET NOTES:

A. THE TRAFFIC CONTROL SHOW IS THE MINIMUM REQUIRED FOR THIS CONTRACT. THE CONTRACTOR

SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL AND FLAGGERS PER THE REQUIREMENT OF THE

CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVISES (CURRENT EDITION) AS

REQUIRED FOR SAFETY AND CONSTRUCTION STAGING.

B. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL SHOWN ON THIS SHEET PRIOR TO PERFORMING ANY

DEMOLITION.

C. REMOVE ALL TEMPORARY TRAFFIC CONTROL SHOWN ON THIS SHEET AT THE COMPLETION OF THE

PROJECT.

END

BEG

24.00' MIN

74'

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ROAD CLOSED

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ROAD CLOSED

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DEMOLITION SITE PLAN

AutoCAD SHX Text C100

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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SCALE:

AutoCAD SHX Text 1" = 20'

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AutoCAD SHX Text C101

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COR

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REVISIONS

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DESCRIPTION

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SHEET

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DATE

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NO.

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REAL PROPERTY

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DATE

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USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

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A-E FIRM

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

REMOVAL OF WASTE BURIAL TROUGHS

AutoCAD SHX Text

NATIONAL CENTERS FOR ANIMAL HEALTH

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AMES, IA

AutoCAD SHX Text

AutoCAD SHX Text 05/17/18

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AEJ

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AEJ

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DRL

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PLAINS AREA

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AMES, IOWA

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XXX

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DOBEREINER

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KUENNEN

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BORDELON

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A'HEARN

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DEMO LIMITS -

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PAVEMENT DEMO -

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SIDEWALK DEMO -

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SAWCUT -

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RE-ROUT WATER -

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DEMOLISHED ITEM -

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TEMPORARY CULVERT -

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LINEAR DEMOLITION -

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TEMP. ACCESS - ROAD

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PROVIDE BARRICADE WITH R11-4 SIGN.

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PROVIDE TRAFFIC DELINEATORS ON 10' CENTERS

PROVIDE ADVANCE WARNING TRAFFIC SIGN WITH 15 MILE PER HOUR POSTING

SIGN

FFE: 1001.29

FFFE: 1001.35

FFE: 1001.24

FFE: 1001.31

EXISTING INTAKE/MH

RIM: 995.37

12" RCP FL: 989.12 (N)

12" RCP FL: 989.12 (E)

24" RCP FL: 989.12 (SW)

EMERGENCY AREA

CP# 3

ELEV: 998.88

N: 3478690.11 E: 4901042.93

EXISTING INTAKE

RIM: 997.17

12" RCP FL: 992.97 (S)

EXISTING INTAKE

RIM: 994.69

12" RCP FL: 989.79 (S)

EXISTING INTAKE

RIM: 994.23

12" RCP FL: 989.58 (N)

12" RCP FL: 989.58 (SW)

EXISTING MH

RIM: 997.06

15" RCP FL: 988.76 (S)

24" RCP FL: 988.76 (E)

24" RCP FL: 988.76 (W)

ASPHALT

CONCRETE

ASPHALT

ROCK

CROP

St S(

StS(C)

StS(C) StS(C)

StS(D)StS(D) StS(C) StS(C) StS(C)

EXISTING INTAKE

RIM: 993.53

24" RCP FL: 989.08 (NE)

24" RCP FL: 989.08 (W)

St S(

C) St

S( C)

St S(

C) St

S( C)

St S(

C) St

S( C)

St S(

C) St

S( C) E(D)

E(D)

E( D)

E(D) E(D)

E(D)

W (D

W (D)

W (D

E( D)

E(D) E(D)

E( D)

E(D

E( D)

E(D) E(D)

E(D)

W(D)W(D)W(D)W(D)W(D)

W (D

BM# 1

ELEV: 996.63

N: 3478435.11 E: 4900935.43

1 14

8 22

(5 TO 12.5)

(4.5 TO 12)

(3.5 TO 10)

(5 TO 12)

(3 TO 8.5)

(3 TO 5)

(5 TO 9) (4 TO 9)

DETAILED SITE PLAN

TABLE 1. VOLUME OF MATERIAL

(ANTICIPATED - CUBIC YARDS)

BASE BID QUANTITIES - EXCAVATION ONLY

LOCATION CLEAN MATERIAL MANURE

TOTAL VOLUME

KEYED NOTES

GENRAL SHEET NOTES

(3.5 TO 10)

KEYED LEGEND

SEE SHEETS C200 AND C201 FOR

BORING SAMPLE LOG DETAILS

TABLE 2. VOLUME OF MATERIAL - CUBIC YARDS

(PROVIDE UNIT PRICE FOR CONTRACT

ADJUSTMENT) $/CUBIC YARDS (IN-PLACE

MEASURE)

ATERNATE

BID ITEM

CLEAN MATERIAL

(ABI #1)

MANURE

(ABI #2)

BACKFILL

(ABI #3)

AutoCAD SHX Text

EXCAVATION SITE PLAN

AutoCAD SHX Text C101

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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PLAN & TRUE NORTH

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text C101

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

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DESCRIPTION

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SHEET

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DATE

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FIRM

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NO.

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EPM

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REAL PROPERTY

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DATE

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PROJECT NO.

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USDA

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AGRICULTURAL RESEARCH SERVICE

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THE

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DESIGNER

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PROJECT MANAGER

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JOB #

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CHECKED BY

AutoCAD SHX Text

A-E FIRM

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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

REMOVAL OF WASTE BURIAL TROUGHS

AutoCAD SHX Text

NATIONAL CENTERS FOR ANIMAL HEALTH

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

AutoCAD SHX Text 05/17/18

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

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PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1437-M

AutoCAD SHX Text

DOBEREINER

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KUENNEN

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BORDELON

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A'HEARN

AutoCAD SHX Text ANTICIPATED DAYLIGHT OF 2H:1V FOR THE REMOVAL OF THE NORTH PIT LIMIT OF EXCAVATION

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ANTICIPATED TOP OF MANURE (ELEV = 994)

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ANTICIPATED BOTTOM OF MANURE (ELEV = 987)

AutoCAD SHX Text

ANTICIPATED BOTTOM OF MANURE (ELEV = 986)

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ANTICIPATED TOP OF MANURE (ELEV = 995)

AutoCAD SHX Text ANTICIPATED DAYLIGHT OF 2H:1V FOR THE REMOVAL OF THE NORTH PIT LIMIT OF EXCAVATION

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NORTH PIT

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SOUTH PIT

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AutoCAD SHX Text 10650

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- EXCAVATE AND STOCKPILE CLEAN IN-SITU MATERIAL TO THE TOP OF THE MANURE LEVEL.

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- EXCAVATE AND DISPOSE OF MANURE.

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- FILL AND COMPACT WITH CLEAN MATERIAL OR STOCKPILED GOVERNMENT BORROW MATERIAL. SEE 'AREA 4' ON SHEET T100 LOCATION MAP.

AutoCAD SHX Text A. CLEAN IN-SITU MATERIAL (MANURE FREE) MAY BE UTILIZED AS SUITABLE BACKFILL. CLEAN IN-SITU MATERIAL (MANURE FREE) MAY BE UTILIZED AS SUITABLE BACKFILL. THIS INCLUDES: A.A. UNCONTAMINATED SOILS SHOWN IN THE BORING LOGS AS SANDY CLAY OR FAT UNCONTAMINATED SOILS SHOWN IN THE BORING LOGS AS SANDY CLAY OR FAT CLAY. A.B. WELL GRADED, CRUSHER PROCESSED ASPHALT PAVEMENT RUBBLIZED TO HAVE WELL GRADED, CRUSHER PROCESSED ASPHALT PAVEMENT RUBBLIZED TO HAVE 100% PASS A 1 " SIEVE. (FROM ON-SITE PARKING LOT AND PAVEMENTS) 12" SIEVE. (FROM ON-SITE PARKING LOT AND PAVEMENTS) B. GRAVEL BASE (FROM ON-SITE PARKING LOT AND PAVEMENTS) SHALL BE SALVAGED GRAVEL BASE (FROM ON-SITE PARKING LOT AND PAVEMENTS) SHALL BE SALVAGED AND REUSED IN NEW CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ADDITIONAL GRAVEL BASE AS REQUIRED TO PROVIDE THE NEW PAVEMENT DESIGN SECTION WHERE SALVAGED MATERIAL IS INADEQUATE. C. BORROW MATERIAL MAY BE OBTAINED FROM: BORROW MATERIAL MAY BE OBTAINED FROM: C.A. RUBBLIZED CONCRETE LOCATED 1 MILE NORTH OF PARKING LOT REPAIR LIMITS RUBBLIZED CONCRETE LOCATED 1 MILE NORTH OF PARKING LOT REPAIR LIMITS (AREA 4 ON THE LOCATION MAP SHEET T100). IN LARGE WINDROW APPROX 12' TALL WITH 2H:1V SIDE SLOPES LOCATED ON A CONCRETE PAVEMENT. D. APPROXIMATE MATERIAL VOLUMES ARE INDICATED IN THE TABLE THIS SHEET. APPROXIMATE MATERIAL VOLUMES ARE INDICATED IN THE TABLE THIS SHEET. E. PAVEMENTS, SIDEWALKS AND SITE FEATURES ARE SHOWN ON THIS SHEET FOR PAVEMENTS, SIDEWALKS AND SITE FEATURES ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY AND SHALL BE REMOVED/RELOCATED AS INDICATED ON SHEET C100. F. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING IF THE WORK THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING IF THE WORK QUANTITIES ARE EXCEEDING THE ESTIMATED BASE BID CONTRACT QUANTITIES. THE CONTRACTOR SHALL PROVIDE A UNIT PRICE ($/CY MEASURED IN-PLACE) FOR ALTERNATIVE BID ITEMS IN TABLE 2 (ABOVE), FOR POTENTIAL OVERRUNS IN EXCAVATED OR BACKFILL MATERIAL QUANTITIES.

AutoCAD SHX Text

BORING NUMBER

AutoCAD SHX Text

ANTICIPATED DEPTH BELOW EXISTING GRADE TO TOP AND BOTTOM OF MANURE

AutoCAD SHX Text

BORING SAMPLE LOCATION

AutoCAD SHX Text PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT THE EXISTING STRUCTURES. SHORING/SHEETPILE SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF IOWA

AutoCAD SHX Text PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT THE EXISTING STRUCTURES. SHORING/SHEETPILE SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF IOWA. LOCATE AND COORDINATE WITH THE BUILDINGS MICRO PILE SYSTEM TO OPTIMIZE WASTE MATERIAL REMOVAL.

AutoCAD SHX Text

PROVIDE SHORING AS NECESSARY TO PROTECT THE EXISTING STRUCTURES

AutoCAD SHX Text GOVERNMENT PROVIDED BORROW STOCKPILE GRADATION STOCKPILE WITH APPROX 2H:1V SIDE SLOPES IS LOCATED ON CONCRETE PAVEMENT (SEE SHEET T100 LOCATION MAP 'AREA 4') SIEVE SIZE PARTICLE SIZE (MM) % PASSING PARTICLE SIZE (MM) % PASSING % PASSING 3 IN. 76.20 95.4% 76.20 95.4% 95.4% 2 IN. 50.80 84.5% 50.80 84.5% 84.5% 1-1/2 IN. 38.10 80.3% 38.10 80.3% 80.3% 1 IN. 25.40 72.4% 25.40 72.4% 72.4% 3/4 IN. 19.00 67.6% 19.00 67.6% 67.6% 1/2 IN. 12.70 61.4% 12.70 61.4% 61.4% 3/8 IN. 9.510 57.7% 9.510 57.7% 57.7% NO. 4 4.750 50.2% 4.750 50.2% 50.2% NO. 8 2.380 44.8% 2.380 44.8% 44.8% NO. 10 2.000 43.8% 2.000 43.8% 43.8% NO. 16 1.190 40.7% 1.190 40.7% 40.7% NO. 30 0.595 36.3% 0.595 36.3% 36.3% NO. 40 0.420 33.5% 0.420 33.5% 33.5% NO. 50 0.297 30.3% 0.297 30.3% 30.3% NO. 80 0.177 25.5% 0.177 25.5% 25.5% NO. 100 0.149 24.0% 0.149 24.0% 24.0% NO. 200 0.074 20.7%0.074 20.7%20.7%

AutoCAD SHX Text DEWATERING DISCHARGE SHALL FLOW NORTH DOWN THIS DITCH UNLESS DIRECTED OTHERWISE BY THE C.O.

AutoCAD SHX Text

TOTAL ANTICIPATED QUANTITIY

AutoCAD SHX Text

SIGN

FFE: 1001.29

FFFE: 1001.35

FFE: 1001.24

FFE: 1001.31

EMERGENCY AREA

CP# 3

ELEV: 998.88

N: 3478690.11 E: 4901042.93

NEW CATCH BASIN

RIM: 997.17

12" RCP FL: 992.97 (S)

EXISTING INTAKE

RIM: 994.69

12" RCP FL: 989.79 (S)

EXISTING MH

RIM: 997.06

15" RCP FL: 988.76 (S)

24" RCP FL: 988.76 (E)

24" RCP FL: 988.76 (W)

ASPHALT

CONCRETE

ASPHALT

ROCK

St S(

StS(C)

StS(C) StS(C)

StS(D)StS(D) StS(C) StS(C) StS(C)

St S(

W(D)W(D)W(D)W(D)W(D)

W (D

BM# 1

ELEV: 996.63

N: 3478435.11 E: 4900935.43

PROPOSED SITE PLAN

PROPOSED LEGEND

END,TIE

BEG

- PROVIDE NEW CATCH BASIN.

- PROVIDE NEW LIGHTING FOUNDATION. REINSTALL LIGHT STANDARDS, FIXTURES, LAMPS AND

APPURTENANCES. PROVIDE NEW HOME RUN TO MATCH EXISTING BRANCH CIRCUITS. NEW FIXTURES SHALL

BE USDA CAMPUS STANDARD, TYPE: KIM AR-LED-KIT-4P70/80L5K277 HEAD RETRO KIT OR APPROVED EQUAL.

- PROVIDE NEW STORM DRAINAGE PIPING (12" CLASS 3 RCP).

- PROVIDE NEW FIRE HYDRANT WITH 'TEE'.

- PROVIDE NEW ISOLATION VALVE.

- PROVIDE NEW CURB AND GUTTER.

- PROVIDE NEW CONCRETE SIDEWALK.

- PROVIDE NEW ADA RAMP.

- PROVIDE NEW ASPHALT PAVEMENT.

TIE

BEG

END

GENERAL SHEET NOTES:

A. REMOVE TEMPORARY ACCESS AND TRAFFIC CONTROL AFTER ALL PAVEMENT IS IN PLACE.

B. TIE TO EXISTING GRADES AND SURROUNDING FEATURES TO MATCH PRE-CONSTRUCTION ELEVATIONS.

- PROVIDE BOLLARD WITH 125V 20 AMP (NEMA 5-20R) DUPLEX GFI RECEPTACLE AND 125V 30 AMP (NEMA

5-30R) RECEPTACLE. PROVIDE A CAST METAL WEATHERPROOF WHILE IN USE COVER. (6-TOTAL)

REINSTALL VET TRUCK SIGNS

- REPLACE LIKE IN KIND ADA ACCESSIBLE PUSH-STATION BOLLARD(2-TOTAL)

- PROVIDE NEW 8"Ø GALVANIZED PIPE BOLLARDS.

KEYED NOTES

TIE, END

- PROVIDE NEW ADA ACCESS RAMP.

REPLACE OVERHEAD DOOR RAMP (LIKE-IN-KIND)

RESTORE GRAVEL (ROCK ) ROAD

(LIKE-IN-KIND)

WATER CONTROL NOTES:

A. GRADE SITE TO DRAIN. MAINTAIN EXCAVATIONS FREE OF WATER. PROVIDE, OPERATE, AND MAINTAIN PUMPING EQUIPMENT.

B. PROTECT SITE FROM PUDDLING OR RUNNING WATER. PROVIDE WATER BARRIERS AS REQUIRED TO PROTECT SITE FROM

SOIL EROSION.

C. PROVIDE IADNR NPDES PERMIT NO. 2. IMMEDIATELY FOLLOWING CONTRACT AWARD AND NOTICE TO PROCEED, COMPLETE

PUBLIC NOTICE INFORMATION FORM AND PUBLISH PROJECT FOR AT LEAST 1 DAY IN A NEWSPAPER IN ACCORDANCE WITH

IADNR REQUIREMENTS.

D. IMMEDIATELY FOLLOWING CONTRACT AWARD AND PRIOR TO INITIATING PROJECT CONSTRUCTION, PREPARE STORMWATER

POLLUTION PREVENTION PLAN (SWPPP) LAYOUT. LAYOUT SHEET SHALL INDICATE THE LOCATIONS OF INITIAL EROSION AND

SEDIMENT CONTROL MEASURES FOR NPDES PERMIT COMPLIANCE.

E. SUBMIT AND PAY FOR NPDES PERMIT COVERAGE FOR PROJECT UNDER IADNR GENERAL PERMIT NO. 2 FOR "STORM WATER

DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES."

F. OBTAIN AUTHORIZATION FROM IADNR FOR PROJECT TO CONDUCT EARTH DISTURBING CONSTRUCTION ACTIVITIES. SUBMIT

REQUIRED INFORMATION AND DIRECT QUESTIONS TO:

MR. JOE GRIFFIN

STORM WATER COORDINATOR, IOWA DNR

900 E. GRAND AVENUE

DES MOINES, IOWA 53019-0034

(515) 281-7017

G. ONLINE APPLICATION PROCESS IS OPTIONAL FOR SUBMITTAL. WEBLINK TO IADNR ONLINE APPLICATION IS:

http://www.iowadnr.gov/InsideDNR/RegulatoryWater/StormWater/OnlineStormWaterApplication.aspx

H. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION ACTIVITY COMPLIANCE WITH IADNR NPDES GENERAL PERMIT NO

2 REQUIREMENTS FOR ENTIRE DURATION OF PROJECT. CONTRACTOR SHALL PROVIDE FOR WEEKLY SWPPP INSPECTIONS

UNTIL FINAL SITE STABILIZATION IS ACHIEVED.

AT THE COMPLETION OF THE PROJECT, REMOVE GRAVEL,

GRADE TO MATCH ORIGINAL SITE CONDITIONS, LOOSEN TO

APPROXIMATELY 18" BELOW GRADE AND RE-ESTABLISH TURF

WITH AT THE TEMPORARY ACCESS ROAD'S DISTURBANCE

LIMITS WITH 30#/ACRE :

25% BIG TON XL SMOOTH BROMEGRASS

25% TOP TIM XL TIMOTHY

25% HAYMATE XL ORCHARDGRASS

25% ENDO-GRAZE XL PERENNIAL RYEGRASS

AutoCAD SHX Text

NEW ASPHALT PAVEMENT -

AutoCAD SHX Text

ROAD CLOSED

AutoCAD SHX Text

ROAD CLOSED

AutoCAD SHX Text

NEW ASPHALT PAVEMENT -

AutoCAD SHX Text

NEW STORM DRAIN -

AutoCAD SHX Text

NEW CURB/GUTTER -

AutoCAD SHX Text

NEW LIGHT STRD WITH FOUNDATION -

AutoCAD SHX Text

NEW FIRE HYDRANT -

AutoCAD SHX Text

NEW WATER VALVE/BOX -

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

NEW CATCH BASIN -

AutoCAD SHX Text

NEW CONTOUR (1' INT) -

AutoCAD SHX Text

NEW ELECTRICAL BOLLARD -

AutoCAD SHX Text

NEW ADA BOLLARD MOUNTED PUSH STATION -

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text C102

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text C102

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

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REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

REMOVAL OF WASTE BURIAL TROUGHS

AutoCAD SHX Text

NATIONAL CENTERS FOR ANIMAL HEALTH

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

AutoCAD SHX Text 05/17/18

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1437-M

AutoCAD SHX Text

DOBEREINER

AutoCAD SHX Text

KUENNEN

AutoCAD SHX Text

BORDELON

AutoCAD SHX Text

A'HEARN

PLAN & TRUE NORTH

SIGN

FFE: 1001.29

FFFE: 1001.35

FFE: 1001.24

FFE: 1001.31

EMERGENCY AREA

CP# 3

ELEV: 998.88

N: 3478690.11 E: 4901042.93

NEW CATCH BASIN

RIM: 997.17

12" RCP FL: 992.97 (S)

EXISTING INTAKE

RIM: 994.69

12" RCP FL: 989.79 (S)

EXISTING MH

RIM: 997.06

15" RCP FL: 988.76 (S)

24" RCP FL: 988.76 (E)

24" RCP FL: 988.76 (W)

ASPHALT

CONCRETE

ASPHALT

ROCK

St S(

StS(C)

StS(C) StS(C)

StS(D)StS(D) StS(C) StS(C) StS(C)

St S(

W(D)W(D)W(D)W(D)W(D)

W (D

BM# 1

ELEV: 996.63

N: 3478435.11 E: 4900935.43

STOP

PROPOSED PARKING LAYOUT

- PROVIDE NEW PAVEMENT MARKINGS. SEE DETAIL 1/C301.

- PROVIDE NEW STOP PAVEMENT MARKING. SEE DETAIL 4/C301.

- PROVIDE NEW ARROW SYMBOL PAVEMENT MARKING. SEE DETAIL 3/C301.

- PROVIDE NEW ADA SYMBOL PAVEMENT MARKING. SEE DETAIL 2/C301.

TRAFFIC DELINEATOR

KEYED NOTES

- PROVIDE A STANDARD DOUBLE YELLOW PAVEMENT MARKING STRIPE

AutoCAD SHX Text

PARKING LAYOUT

AutoCAD SHX Text C103

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text C103

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

REMOVAL OF WASTE BURIAL TROUGHS

AutoCAD SHX Text

NATIONAL CENTERS FOR ANIMAL HEALTH

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

AutoCAD SHX Text 05/17/18

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1437-M

AutoCAD SHX Text

DOBEREINER

AutoCAD SHX Text

KUENNEN

AutoCAD SHX Text

BORDELON

AutoCAD SHX Text

A'HEARN

AutoCAD SHX Text

TRAFFIC ORANGE PLASTIC DELINEATOR

AutoCAD SHX Text

WHITE REFLECTIVE SHEETING

AutoCAD SHX Text

NOTE: ALL SHEETING SHALL BE HIGH INTENSITY ALL SHEETING SHALL BE HIGH INTENSITY

AutoCAD SHX Text

ORANGE REFLECTIVE SHEETING

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NONE

AutoCAD SHX Text

AutoCAD SHX Text C103

PLAN & TRUE NORTH

0.3

0.4

G R

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S A

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L E

Y P

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DEPTH

LOCATION

See SHEET C100

Latitude: 42.042443° Longitude: -93.574909°

P p p m

0.9

5.0

10.0

, trace gravel, dark brown

, trace gravel, olive gray becoming brown about 5 feet

Boring Terminated at 10 Feet

0.3

0.2

G R

A P

H I C

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E V

E L

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I O

D E

P T

S A

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S A

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DEPTH

LOCATION

See SHEET C100

Latitude: 42.042146° Longitude: -93.575087°

P p m

0.9

3.5

0.8

5.0

9.0

15.0

, trace gravel, dark brown

, trace gravel, dark gray to gray brown

0.4

0.3

0.1

G R

A P

H I C

L O

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T E

R L

E V

E L

O B

S E

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A T

I O

S A

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S A

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DEPTH

LOCATION

See SHEET C100

Latitude: 42.042253° Longitude: -93.5751°

P p m

0.5

1.2

3.0

5.0

12.0

15.0

, trace gravel, dark brown

, trace gravel, olive gray

0.4

0.5

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042347° Longin(de: -93.575135°

P p m

0.7

8.0

10.0

, trace gravel, dark brown

, trace gravel, olive gray

0.4

0.1

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042407° Longin(de: -93.575206°

P p m

0.4

10.0

, trace gravel, dark brown

, trace gravel, olive gray

0.6

0.3

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION See SHEET C100

Latitude: 42.042584° Longitude: -93.575162°

P p m

0.5

1.0

2.5

5.0

12.5

15.0

, trace gravel, dark brown

, trace gravel, dark brown no olive grfy

0.2

0.3

0.4

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION See SHEET C100

Latitude: 42.04711° Longitude: -93.575198°

P p m

0.6

2.0

3.0

9.0

10.0

, trace gravel, dark brown

, trace gravel, olive gray

0.2

0.6

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

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S A

M P

DEPTH

LOCATION See SHEET C100

Latitude: 42.042854° Longitude: -93.575174°

P p m

0.5

1.2

1.7

6.5

10.0

, trace gravel, dark brown

, trace gravel, gray brown

0.3

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

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S E

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A T

I O

S A

M P

S A

M P

DEPTH

LOCATION See SHEET C100

Latitude: 42.042864° Longitude: -93.574923°

P p m

0.5

4.5

12.0

13.0

15.0

, trace gravel, dark brown

, trace sand, dark brown

, trace gravel, olive gray to brown

0.3

0.4

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.04269° Longitude: -93.574914°

P p m

0.5

6.0

10.0

, trace gravel, dark brown

, trace gravel, olive gray

0.2

0.3

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042582° Longitude: -93.574929°

P p m

D E

P T

D E

P T

D E

P T

D E

P T

D E

P T

D E

P T

D E

P T

D E

P T

D E

P T

, trace gravel, dark brown

, trace gravel, olive gray

AutoCAD SHX Text

BORING LOG NO. 11

AutoCAD SHX Text 6' While Drilling

AutoCAD SHX Text 11' After Drilling

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 11 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY LEAN CLAY

AutoCAD SHX Text

SANDY LEAN CLAY (CL)

AutoCAD SHX Text None Encountered

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 10 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY LEAN CLAY

AutoCAD SHX Text

FILL - APPARENT MANURE

AutoCAD SHX Text

SANDY LEAN CLAY (CL)

AutoCAD SHX Text Boring Terminated at 15 Feet

AutoCAD SHX Text None Encountered

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 6 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

FILL - CRUSHED CONCRETE

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

FILL - APPARENT MANURE

AutoCAD SHX Text

SANDY CLAY CLAY (CL)

AutoCAD SHX Text Boring Terminated at 15 Feet

AutoCAD SHX Text 11' While Drilling

AutoCAD SHX Text 10' After Drilling

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 8 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY LEAN CLAY

AutoCAD SHX Text

SANDY LEAN CLAY (CL)

AutoCAD SHX Text Boring Terminated at 10 Feet

AutoCAD SHX Text None Encountered

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 5 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY LEAN CLAY

AutoCAD SHX Text

SANDY LEAN CLAY (CL)

AutoCAD SHX Text Boring Terminated at 10 Feet

AutoCAD SHX Text

BORING LOG NO. 5

AutoCAD SHX Text None Encountered

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 6 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

FILL - CRUSHED CONCRETE

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

FILL - APPARENT MANURE

AutoCAD SHX Text

SANDY CLAY CLAY (CL)

AutoCAD SHX Text Boring Terminated at 15 Feet

AutoCAD SHX Text

BORING LOG NO. 6

AutoCAD SHX Text None Encountered

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 6 1/2 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

FILL - CRUSHED CONCRETE

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

SANDY CLAY CLAY (CL)

AutoCAD SHX Text Boring Terminated at 10 Feet

AutoCAD SHX Text

BORING LOG NO. 7

AutoCAD SHX Text None Encountered

AutoCAD SHX Text 8' After Drilling

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 6 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

FILL - CRUSHED CONCRETE

AutoCAD SHX Text

FILL - SANDY CLAY CLAY

AutoCAD SHX Text

SANDY CLAY CLAY (CL)

AutoCAD SHX Text Boring Terminated at 10 Feet

AutoCAD SHX Text

BORING LOG NO. 8

AutoCAD SHX Text None Encountered

AutoCAD SHX Text 9' After Drilling

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 6 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY LEAN CLAY

AutoCAD SHX Text

FILL - APPARENT MANURE

AutoCAD SHX Text

FILL - LEAN CLAY

AutoCAD SHX Text

SANDY LEAN CLAY (CL)

AutoCAD SHX Text

BORING LOG NO. 9

AutoCAD SHX Text None Encountered

AutoCAD SHX Text 13' After Drilling

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Approx. 6 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY LEAN CLAY

AutoCAD SHX Text

SANDY LEAN CLAY (CL)

AutoCAD SHX Text Boring Terminated at 10 Feet

AutoCAD SHX Text

BORING LOG NO. 10

AutoCAD SHX Text None Encountered

AutoCAD SHX Text

WATER LEVEL OBSERVATIONS

AutoCAD SHX Text Boring Terminated at 15 Feet

AutoCAD SHX Text Approx. 8 inches of asphalt pavement

AutoCAD SHX Text

FILL - SANDY LEAN CLAY

AutoCAD SHX Text

FILL - APPARENT MANURE

AutoCAD SHX Text

SANDY LEAN CLAY (CL)

AutoCAD SHX Text

BORING LOG NO. 1

AutoCAD SHX Text

BORING LOG NO. 2

AutoCAD SHX Text

BORING LOG NO. 3

AutoCAD SHX Text

BORING LOG NO. 4

AutoCAD SHX Text

BORING LOGS (#1-#11)

AutoCAD SHX Text C200

AutoCAD SHX Text

COR

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text U

AutoCAD SHX Text

NO.

AutoCAD SHX Text D

AutoCAD SHX Text

EPM

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text A

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text S

AutoCAD SHX Text

USDA

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

REMOVAL OF WASTE BURIAL TROUGHS

AutoCAD SHX Text

NATIONAL CENTERS FOR ANIMAL HEALTH

AutoCAD SHX Text

AMES, IA

AutoCAD SHX Text

AutoCAD SHX Text 05/17/18

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

AEJ

AutoCAD SHX Text

DRL

AutoCAD SHX Text

PLAINS AREA

AutoCAD SHX Text

AMES, IOWA

AutoCAD SHX Text

XXX

AutoCAD SHX Text 1437-M

AutoCAD SHX Text

DOBEREINER

AutoCAD SHX Text

KUENNEN

AutoCAD SHX Text

BORDELON

AutoCAD SHX Text

A'HEARN

BORING LOGS -- FINDING SHOW ON THIS SHEET ARE BASED ON INVESTIGATIONS WERE PERFORMED BY TERRACON ON NOVEMBER 29TH 2017. SEE FINAL REPORT FOR ADDITIONAL DETAIL.

0.6

3.0

8.5

10.0

, trace gravel, dark brown

, trace gravel, olive gray

0.3

0.4

0.3

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042357° Longitude: -93.574925°

P p m

0.6

4.0

9.0

10.0

, trace gravel, dark brown

, trace gravel, olive gray

0.2

0.1

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042317° Longitude: -93.574909°

P p m

0.8

4.5

10.0

, trace gravel, dark gray

, trace gravel, brown

0.3

0.1

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.04217° Longitude: -93.574904°

P p m

0.5

4.0

5.5

10.0

, trace gravel, dark brown

, trace sand, dark brown

, trace gravel, brown

0.2

0.3

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.04183° Longitude: -93.574663°

P p m

0.6

3.0

5.0

10.0

, trace gravel, dark brown

, trace sand, dark brown

, trace gravel, olive gray

0.3

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042156° Longitude: -93.574714°

P p m

0.6

3.5

5.0

10.0

, trace gravel, dark brown

, trace sand, dark brown

, trace gravel, olive gray

0.2

0.3

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.04228° Longitude: -93.574749°

P p m

0.7

3.0

5.0

7.5

10.0

, trace gravel, dark brown

, trace gravel, olive gray

0.3

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042398° Longitude: -93.574743°

P p m

0.6

4.0

5.0

10.0

, trace gravel, dark brown

, trace sand, dark brown

, trace gravel, olive gray

0.2

0.3

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042464° Longitude: -93.574417°

P p m

0.6

4.0

, trace gravel, dark brown

, trace sand, dark brown

, trace gravel, olive gray

0.2

0.3

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042464° Longitude: -93.574417°

P p m

0.8

5.0

7.0

10.0

, trace gravel, dark brown

, trace sand, dark brown

, trace gravel, olive gray

0.3

0.2

G R

A P

H I C

L O

W A

T E

R L

E V

E L

O B

S E

R V

A T

I O

S A

M P

S A

M P

DEPTH

LOCATION

See SHEET C100

Latitude: 42.042713° Longitude: -93.574714°

P…

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