HomeMy WebLinkAbout12/1/14 plansasbuiltcivil2014
Illinois Firm Number: 184-000214
Illinois Firm Number: 184-000214
06/17/2013
CONSTRUCTION
PROJECT STRUCTURAL AND MEP/FP ENGINEER
BALFOUR BEATTY CAMPUS SOLUTIONS
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
101 Hawkeye Court, Iowa City, IA 52246
SHUTTLEWORTH AND INGERSOLL, P.L.C.
PROJECT DIRECTORY
BALFOUR BEATTY CAMPUS SOLUTIONS
2834 Northgate Drive | Iowa City, Iowa 52245
KJWW ENGINEERING CONSULTANTS
PROJECT LANDSCAPE ARCHITECT
115 3RD STREET SE, SUITE 500
Project Issue Date :
REDEVELOPMENT SOLOMON CORDWELL BUENZ
HAWKEYE COURT
PROJECT CIVIL ENGINEER
625 N. MICHIGAN AVENUE
1123350
CEDAR RAPIDS, IA 524012834 NORTHGATE DRIVE2834 NORTHGATE DRIVE
PHONE: (319) 365-9461PHONE: (312) 274-0058PHONE: (515) 334-9906PHONE: (319) 354-3040PHONE: (319) 354-3040
DES MOINES, IA 50322SHIVE-HATTERY, INC.SHIVE-HATTERY, INC.
PROJECT ARCHITECT
WILLIAM P. PROWELL
PROJECT ATTORNEY
IOWA CITY, IA 52245IOWA CITY, IA 52245
Iowa | Illinois | Missouri
CHICAGO, IL 60611
PROJECT OWNER
Issued For :
2882 106TH ST.
PROJECT NO:
PHASE I CLIENT NO:
9.0 ACRES 7.5 ACRES 9.3 ACRES 7.2 ACRES
14 SPACES
444 SPACES432 SPACES446 SPACES222 SPACES224 SPACES
RM-20
PROJECT SITE DATA
PROPOSED CONDITIONS IMPERVIOUS AREA
EXISTING CONDITIONS IMPERVIOUS AREA
PROPOSED CONDITIONS PERVIOUS AREA
TOTAL VEHICULAR PARKING PROVIDED
EXISTING CONDITIONS PERVIOUS AREA
VEHICULAR PARKING REQUIRED
STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING CONSTRUCTION - NORTHWEST
STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING CONSTRUCTION - SOUTHWEST
STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING CONSTRUCTION - NORTHEAST BICYCLE PARKING REQUIRED BICYCLE PARKING PROVIDED
STORMWATER POLLUTION PREVENTION PLAN - PRE/DURING CONSTRUCTION - SOUTHEAST
CURRENT PROPERTY ZONING
PHASE 1 - SITE AREA
HANDICAP PARKING
STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION - NORTHWEST
STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION - SOUTHWEST
STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION - NORTHEAST
STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION - SOUTHEAST
REGULAR PARKING
STORMWATER POLLUTION PREVENTION NOTES AND DETAILS
SITE DIMENSIONAL AND PAVING PLAN - NORTHWEST
SITE DIMENSIONAL AND PAVING PLAN - SOUTHWEST
SITE DIMENSIONAL AND PAVING PLAN - NORTHEASTELECTRICAL SITE NOTES, SCHEDULES AND DETAILS
SITE DIMENSIONAL AND PAVING PLAN - SOUTHEAST
CITY OF IOWA CITY WATER MAIN SPECIFICATIONS
PROPOSED CONDITIONS AND INDEX OF SHEETS
DETAILED GRADING BETWEEN "A" BUILDINGS
TRAFFIC CIRCULATION AND PARKING PLAN
ELECTRICAL SITE SYMBOLS AND DETAILS
GENERAL NOTES AND SPECIFICATIONS
SITE DEMOLITION PLAN - NORTHWEST
SITE DEMOLITION PLAN - SOUTHWEST
SITE LANDSCAPE PLAN - NORTHWEST
SITE LANDSCAPE PLAN - SOUTHWEST
SITE DEMOLITION PLAN - NORTHEAST
SITE DEMOLITION PLAN - SOUTHEAST
SITE LANDSCAPE PLAN - NORTHEAST
SITE LANDSCAPE PLAN - SOUTHEAST
PROFILE - NORTH SANITARY SEWER
PROFILE - SOUTH SANITARY SEWER
SITE GRADING PLAN - NORTHWEST
SITE GRADING PLAN - SOUTHWEST
SITE GRADING PLAN - NORTHEAST
SITE GRADING PLAN - SOUTHEAST
SITE UTILITY PLAN - NORTHWEST
OVERALL SITE DEMOLITION PLANSITE UTILITY PLAN - SOUTHWEST
OVERALL SITE LANDSCAPE PLAN
SITE UTILITY PLAN - NORTHEAST
SITE UTILITY PLAN - SOUTHEAST
OVERALL EXISTING CONDITIONS
6/19/13
Date
PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:
CONSTRUCTION DETAILSCONSTRUCTION DETAILSCONSTRUCTION DETAILS
SITE ELECTRICAL PLAN
SHEET INDEX
LANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILS
HAWKEYE COURT REDEVELOPMENT
COVER SHEET
Printed or typed name
AL BOHLING
L0.1-L2.2
Signature
CE1.01CE1.02CE1.03
G0.00G0.10G0.11G0.20G0.30G0.40
C1.00C1.10C1.20C1.30C1.40C2.10C2.20C2.30C2.40C3.10C3.20C3.30C3.40C3.50C3.60C4.10C4.20C4.30C4.40C4.50C5.10C5.20C5.30C5.40C5.50C5.60C5.70C5.80C5.90C6.10C6.20C6.30
L0.1L1.1L1.2L1.3L1.4L2.0L2.1L2.2
6/30/13
License Expires:
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED
BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL
6/19/13
Date
PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:
2014
THE LAWS OF THE STATE OF IOWA.
My License Renewal Date is: DECEMBER 31,
JAKE HENKLE
12668
Printed or typed name:CE1.01-CE1.03
License Number:
Signature:
UNDER
CITY OF IOWA CITY, IOWA
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
G0.00-C6.30
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED
BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL
6/19/13
Date
PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:
SITE
OSVALDO PASTRANA
2014
THE LAWS OF THE STATE OF IOWA.
My License Renewal Date is: DECEMBER 31,
PROJECT
AREA
Vicinity Map
19316
Aerial Map
Printed or typed name:
License Number:
Signature:
PHASE I UNDER
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245 AND SPECIFICATIONS
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
GENERAL NOTES
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
G0.10
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CITY OF IOWA CITY
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
SPECIFICATIONS
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
WATER MAIN
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
G0.11
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
EXISTING CONDITIONS
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
G0.20
OVERALL
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
PROPOSED CONDITIONS
AND INDEX OF SHEETS
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
G0.30
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
TRAFFIC CIRCULATION
2834 Northgate Drive | Iowa City, Iowa 52245
AND PARKING PLAN
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
G0.40
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
14 SPACES
444 SPACES432 SPACES446 SPACES222 SPACES224 SPACES
SITE PARKING DATA
TOTAL VEHICULAR PARKING PROVIDED
VEHICULAR PARKING REQUIRED
6
BICYCLE PARKING REQUIRED BICYCLE PARKING PROVIDED 6
HANDICAP PARKING
REGULAR PARKING
5
5
44
3
3
2
2
227,133 SF397,360 SF
94,247 SF
RM-20
13.1%31.6%55.3%
PROJECT SITE DATA
TOTAL IMPERVIOUS AREA MINUS BLDGS.
TOTAL PERVIOUS (LANDSCAPE) AREA
TOTAL BUILDING FOOTPRINT AREA
PERCENT OF TOTAL SITE AREAPERCENT OF TOTAL SITE AREAPERCENT OF TOTAL SITE AREA
CURRENT PROPERTY ZONING
PHASE 1 - TOTAL SITE AREA
1
1
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE DEMOLITION PLAN
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C1.00
OVERALL
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
ALL TREES NOT DESIGNATED TO BE REMOVED SHALL BE
ABANDONMENT OF GAS, ELECTRICAL, AND TELEPHONEALL EXISTING UNDERGROUND PIPES WITHIN 10' OF THENOT RETAINED BY THE OWNER SHALL BE DISPOSED OF
COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE
REMOVED. UTILITY PIPING AND STRUCTURES OUTSIDEOFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH
PROTECTED FROM DAMAGE USING TREE PROTECTION
ALL DEMOLITION ITEMS SHOWN TO BE REMOVED AND
TRANSFORMERS SHALL BE REMOVED BY THE UTILITY
ALL UTILITIES TO BE ABANDONED IN PLACE SHALL BE
ALL BUILDINGS, PAVEMENTS, & UTILITIES WITHIN THEFOR THE FULL DEPTH REMOVAL OF ANY CONCRETE
ALL GAS METERS, ELECTRIC METERS, AND ELECTRIC
DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL
NO DEMOLITION SHALL BE DONE UNTIL ALL UTILITY
SERVICE TO BE COMPLETED BY UTILITY COMPANY.
PROJECT LIMITS TO BE REMOVED UNLESS NOTED
CONTRACTOR SHALL COORDINATE REMOVAL OR
ALL DISCONNECTIONS OF GAS AND ELECTRICAL
FENCE PLACED AT THE DRIP LINE OF THE TREE.
OF THE 10' LIMIT CAN BE ABANDONED IN PLACE.
CONTRACTOR SHALL PROTECT ALL UTILITIES TO
PROPOSED BUILDING FOUNDATIONS SHALL BE
ALL APPLICABLE STATE AND LOCAL LAWS AND
SITE DEMOLITION NOTES
SERVICES HAVE BEEN DISCONNECTED.
NOT DISTURB CAMPUS BUS SERVICE.
CAPPED AND PRESSURE GROUTED.
LINES WITH UTILITY COMPANY.
1
1
FOUNDATIONS OR PADS.
REGULATIONS.
OTHERWISE.
REMAIN.
10.11.
2.3.4.5.6.7.8.9.
1.
A
CB
ED
Illinois Firm Number: 184-000214
SITE DEMOLITION PLAN -
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C1.10
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
S
S
A
R
G MATCH LINE (SEE SHEET C1.40)
MATCH LINE (SEE SHEET C1.20)
6
6
5
5
OFF-SITE BY
ALL EXISTING UNDERGROUND PIPES WITHIN 10' OF THE PROPOSED BUILDING FOUNDATIONS SHALL BE REMOVED. UTILITY
CONTRACTOR SHALL COORDINATE REMOVAL OR ABANDONMENT OF GAS, ELECTRICAL, AND TELEPHONE LINES WITH
ALL DEMOLITION ITEMS SHOWN TO BE REMOVED AND NOT RETAINED BY THE OWNER SHALL BE DISPOSED OF
THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS AND REGULATIONS.
ALL UTILITIES TO BE ABANDONED IN PLACE SHALL BE CAPPED AND PRESSURE GROUTED.
PIPING AND STRUCTURES OUTSIDE OF THE 10' LIMIT CAN BE ABANDONED IN PLACE.
44
CONTRACTOR SHALL PROTECT ALL UTILITIES TO REMAIN.
BALFOUR CONSTRUCTION AND THE UTILITY COMPANY.
MATCH LINE (SEE SHEET C1.20)
SITE DEMOLITION NOTES
10.11.
8.9.
7.
3
3
ALL GAS METERS, ELECTRIC METERS, AND ELECTRIC TRANSFORMERS SHALL BE REMOVED BY THE UTILITY COMPANY. THE
ALL DISCONNECTIONS OF GAS AND ELECTRICAL SERVICE TO BE COMPLETED BY UTILITY COMPANY AND COORDINATED BY
ALL TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED FROM DAMAGE USING TREE PROTECTION FENCE
ALL BUILDINGS, PAVEMENTS, & UTILITIES WITHIN THE PROJECT LIMITS TO BE REMOVED UNLESS NOTED OTHERWISE.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL DEPTH REMOVAL OF ANY CONCRETE FOUNDATIONS OR PADS.
DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL NOT DISTURB CAMPUS BUS SERVICE.NO DEMOLITION SHALL BE DONE UNTIL ALL UTILITY SERVICES HAVE BEEN DISCONNECTED.
2
2
PLACED AT THE DRIP LINE OF THE TREE.
CONTRACTOR.
2.3.4.5.6.
1.
1
1
A
CB
ED
Illinois Firm Number: 184-000214
SITE DEMOLITION PLAN -
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C1.20
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
MATCH LINE (SEE SHEET C1.30)
MATCH LINE (SEE SHEET C1.10)
6
6
5
5
44
MATCH LINE (SEE SHEET C1.10)
3
3
2
2
ALL TREES NOT DESIGNATED TO BE REMOVED SHALL BE
ABANDONMENT OF GAS, ELECTRICAL, AND TELEPHONEALL EXISTING UNDERGROUND PIPES WITHIN 10' OF THENOT RETAINED BY THE OWNER SHALL BE DISPOSED OF
SERVICE TO BE COMPLETED BY UTILITY COMPANY AND
COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE
REMOVED. UTILITY PIPING AND STRUCTURES OUTSIDEOFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH
PROTECTED FROM DAMAGE USING TREE PROTECTION
ALL DEMOLITION ITEMS SHOWN TO BE REMOVED AND
TRANSFORMERS SHALL BE REMOVED BY THE UTILITY
ALL UTILITIES TO BE ABANDONED IN PLACE SHALL BE
ALL BUILDINGS, PAVEMENTS, & UTILITIES WITHIN THEFOR THE FULL DEPTH REMOVAL OF ANY CONCRETE
ALL GAS METERS, ELECTRIC METERS, AND ELECTRIC
DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL
NO DEMOLITION SHALL BE DONE UNTIL ALL UTILITY
PROJECT LIMITS TO BE REMOVED UNLESS NOTED
CONTRACTOR SHALL COORDINATE REMOVAL OR
ALL DISCONNECTIONS OF GAS AND ELECTRICAL
FENCE PLACED AT THE DRIP LINE OF THE TREE.
OF THE 10' LIMIT CAN BE ABANDONED IN PLACE.
CONTRACTOR SHALL PROTECT ALL UTILITIES TO
PROPOSED BUILDING FOUNDATIONS SHALL BE
ALL APPLICABLE STATE AND LOCAL LAWS AND
SITE DEMOLITION NOTES
SERVICES HAVE BEEN DISCONNECTED.
NOT DISTURB CAMPUS BUS SERVICE.
CAPPED AND PRESSURE GROUTED.
COORDINATED BY CONTRACTOR.
LINES WITH UTILITY COMPANY.
1
1
FOUNDATIONS OR PADS.
REGULATIONS.
OTHERWISE.
REMAIN.
10.11.
2.3.4.5.6.7.8.9.
1.
A
CB
ED
Illinois Firm Number: 184-000214
SITE DEMOLITION PLAN -
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C1.30
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
MATCH LINE (SEE SHEET C1.40)
44
OFF-SITE BY
ALL EXISTING UNDERGROUND PIPES WITHIN 10' OF THE PROPOSED BUILDING FOUNDATIONS SHALL BE REMOVED. UTILITY
CONTRACTOR SHALL COORDINATE REMOVAL OR ABANDONMENT OF GAS, ELECTRICAL, AND TELEPHONE LINES WITH
3
3
ALL DEMOLITION ITEMS SHOWN TO BE REMOVED AND NOT RETAINED BY THE OWNER SHALL BE DISPOSED OF
THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS AND REGULATIONS.
ALL UTILITIES TO BE ABANDONED IN PLACE SHALL BE CAPPED AND PRESSURE GROUTED.
MATCH LINE (SEE SHEET C1.40)
PIPING AND STRUCTURES OUTSIDE OF THE 10' LIMIT CAN BE ABANDONED IN PLACE.
CONTRACTOR SHALL PROTECT ALL UTILITIES TO REMAIN.
BALFOUR CONSTRUCTION AND THE UTILITY COMPANY.
2
2
SITE DEMOLITION NOTES
10.11.
7.8.9.
ALL GAS METERS, ELECTRIC METERS, AND ELECTRIC TRANSFORMERS SHALL BE REMOVED BY THE UTILITY COMPANY. THE
ALL DISCONNECTIONS OF GAS AND ELECTRICAL SERVICE TO BE COMPLETED BY UTILITY COMPANY AND COORDINATED BY
ALL TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED FROM DAMAGE USING TREE PROTECTION FENCE
ALL BUILDINGS, PAVEMENTS, & UTILITIES WITHIN THE PROJECT LIMITS TO BE REMOVED UNLESS NOTED OTHERWISE.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL DEPTH REMOVAL OF ANY CONCRETE FOUNDATIONS OR PADS.
DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL NOT DISTURB CAMPUS BUS SERVICE.NO DEMOLITION SHALL BE DONE UNTIL ALL UTILITY SERVICES HAVE BEEN DISCONNECTED.
1
1
PLACED AT THE DRIP LINE OF THE TREE.
CONTRACTOR.
MATCH LINE (SEE SHEET C1.20)
4.
1.2.3.5.6.
A
CB
ED
Illinois Firm Number: 184-000214
SITE DEMOLITION PLAN -
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C1.40
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
ALL TREES NOT DESIGNATED TO BE REMOVED SHALL BE
ABANDONMENT OF GAS, ELECTRICAL, AND TELEPHONEALL EXISTING UNDERGROUND PIPES WITHIN 10' OF THENOT RETAINED BY THE OWNER SHALL BE DISPOSED OF
SERVICE TO BE COMPLETED BY UTILITY COMPANY AND
COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE
REMOVED. UTILITY PIPING AND STRUCTURES OUTSIDEOFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH
PROTECTED FROM DAMAGE USING TREE PROTECTION
TRANSFORMERS SHALL BE REMOVED BY THE UTILITYALL DEMOLITION ITEMS SHOWN TO BE REMOVED AND
ALL UTILITIES TO BE ABANDONED IN PLACE SHALL BE
ALL BUILDINGS, PAVEMENTS, & UTILITIES WITHIN THEFOR THE FULL DEPTH REMOVAL OF ANY CONCRETE
ALL GAS METERS, ELECTRIC METERS, AND ELECTRIC
DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL
NO DEMOLITION SHALL BE DONE UNTIL ALL UTILITY
PROJECT LIMITS TO BE REMOVED UNLESS NOTED
CONTRACTOR SHALL COORDINATE REMOVAL OR
ALL DISCONNECTIONS OF GAS AND ELECTRICAL
FENCE PLACED AT THE DRIP LINE OF THE TREE.
OF THE 10' LIMIT CAN BE ABANDONED IN PLACE.
CONTRACTOR SHALL PROTECT ALL UTILITIES TO
PROPOSED BUILDING FOUNDATIONS SHALL BE
ALL APPLICABLE STATE AND LOCAL LAWS AND
SITE DEMOLITION NOTES
SERVICES HAVE BEEN DISCONNECTED.
NOT DISTURB CAMPUS BUS SERVICE.
CAPPED AND PRESSURE GROUTED.
COORDINATED BY CONTRACTOR.
LINES WITH UTILITY COMPANY.
6
6
FOUNDATIONS OR PADS.
REGULATIONS.
OTHERWISE.
REMAIN.
MATCH LINE (SEE SHEET C1.30)
10.11.
2.3.4.5.6.7.8.9.
1.
5
5
44
3
3
MATCH LINE (SEE SHEET C1.30)
2
2
1
1
MATCH LINE (SEE SHEET C1.10)
A
CB
ED
Illinois Firm Number: 184-000214
PAVING PLAN - SOUTHWEST
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE DIMENSIONAL AND
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C2.10
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
CONCRETE PAVEMENT AT TRASH ENCLOSURE AND HEAVY DUTY WALK
MATCH LINE (SEE SHEET C2.40)
6
6
5" P.C. CONCRETE PAVEMENT7" P.C. CONCRETE PAVEMENT
P.C. CONCRETE WALK
4" AGGREGATE BASE
6" AGGREGATE BASE
PAVING LEGEND
5
5
1.5" BITUMINOUS SURFACE COURSE
2.5" BITUMINOUS BINDER COURSE
10" TYPE B GRANULAR SUBBASE
WITH PCC CURB AND GUTTER
OPTION 2:
8" P.C. CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT
STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
6" GRANULAR SUBBASE6" GRANULAR SUBBASE
OPTION 1:
44
MATCH LINE (SEE SHEET C2.20)
PAVEMENT MARKING AND SIGN LEGEND
PROVIDE HANDICAP RAMP WITH ADA DETECTABLE
HANDICAP SYMBOL PER LATEST ADA STANDARDS
4" SOLID YELLOW AT 24" C-C AT 45 DEGREES
R7-8 HANDICAP PARKING SIGN (12"X18")
WARNING STRIP (TYP SEE DETAILS).
4" SOLID YELLOW STRIPE (TYP)
3
3
12345
CONCRETE PAVEMENT SECTION IS CHOSEN, ANDALL DIMENSIONS AND CURB RADII ARE TO FACE
ALL SITE SIGNAGE SHALL BE IN CONFORMANCE
ALL RADII ARE 3.0' UNLESS OTHERWISE NOTED.
WITH M.U.T.C.D. STANDARDS, LATEST EDITION.
CURB SHALL BE 5" INTEGRAL BARRIER CURB IF
TYPE B-6.12 CURB AND GUTTER IF ASPHALT
OF CURB UNLESS OTHERWISE NOTED.
TO THE ASSOCIATED DRIVE AISLE.
PAVEMENT SECTION IS CHOSEN.
NOTES:
2
2
2.4.
3.5.
1.
1
1
A
CB
ED
Iowa | Illinois | Missouri
9
6
.
6
0
'.
1
'
'
'
S
0
E
.
0
T
'.
6
B
8
0A
.
C
1
K
0
3
'
'
5
9
.
.
1
1
1
3
'
0
.
6
2
.
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Illinois Firm Number: 184-000214
PAVING PLAN - NORTHWEST
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE DIMENSIONAL AND
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C2.20
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
CONCRETE PAVEMENT AT TRASH ENCLOSURE AND HEAVY DUTY WALK
MATCH LINE (SEE SHEET C2.30)
CONCRETE PAVEMENT AT TRASH ENCLOSURE
6
6
5" P.C. CONCRETE PAVEMENT7" P.C. CONCRETE PAVEMENT
P.C. CONCRETE WALK
4" AGGREGATE BASE
6" AGGREGATE BASE
PAVING LEGEND
5
5
1.5" BITUMINOUS SURFACE COURSE
2.5" BITUMINOUS BINDER COURSE
10" TYPE B GRANULAR SUBBASE
WITH PCC CURB AND GUTTER
OPTION 2:
8" P.C. CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT
STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
6" GRANULAR SUBBASE6" GRANULAR SUBBASE
OPTION 1:
44
MATCH LINE (SEE SHEET C2.10)
PAVEMENT MARKING AND SIGN LEGEND
PROVIDE HANDICAP RAMP WITH ADA DETECTABLE
HANDICAP SYMBOL PER LATEST ADA STANDARDS
4" SOLID YELLOW AT 24" C-C AT 45 DEGREES
R7-8 HANDICAP PARKING SIGN (12"X18")
WARNING STRIP (TYP SEE DETAILS).
4" SOLID YELLOW STRIPE (TYP)
3
3
12345
2
2
CONCRETE PAVEMENT SECTION IS CHOSEN, ANDALL DIMENSIONS AND CURB RADII ARE TO FACE
ALL SITE SIGNAGE SHALL BE IN CONFORMANCE
ALL RADII ARE 3.0' UNLESS OTHERWISE NOTED.
WITH M.U.T.C.D. STANDARDS, LATEST EDITION.
CURB SHALL BE 5" INTEGRAL BARRIER CURB IF
TYPE B-6.12 CURB AND GUTTER IF ASPHALT
OF CURB UNLESS OTHERWISE NOTED.
TO THE ASSOCIATED DRIVE AISLE.
PAVEMENT SECTION IS CHOSEN.
1
1
NOTES:
2.3.4.5.
1.
A
CB
ED
Illinois Firm Number: 184-000214
PAVING PLAN - NORTHEAST
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE DIMENSIONAL AND
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C2.30
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
CONCRETE PAVEMENT AT TRASH ENCLOSURE
6
6
5" P.C. CONCRETE PAVEMENT7" P.C. CONCRETE PAVEMENT
P.C. CONCRETE WALK
4" AGGREGATE BASE
6" AGGREGATE BASE
PAVING LEGEND
5
5
1.5" BITUMINOUS SURFACE COURSE
2.5" BITUMINOUS BINDER COURSE
10" TYPE B GRANULAR SUBBASE
WITH PCC CURB AND GUTTER
OPTION 2:
8" P.C. CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT
STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
6" GRANULAR SUBBASE6" GRANULAR SUBBASE
OPTION 1:
44
MATCH LINE (SEE SHEET C2.40)
PAVEMENT MARKING AND SIGN LEGEND
PROVIDE HANDICAP RAMP WITH ADA DETECTABLE
HANDICAP SYMBOL PER LATEST ADA STANDARDS
4" SOLID YELLOW AT 24" C-C AT 45 DEGREES
R7-8 HANDICAP PARKING SIGN (12"X18")
WARNING STRIP (TYP SEE DETAILS).
4" SOLID YELLOW STRIPE (TYP)
3
3
12345
2
2
CONCRETE PAVEMENT SECTION IS CHOSEN, ANDALL DIMENSIONS AND CURB RADII ARE TO FACE
ALL SITE SIGNAGE SHALL BE IN CONFORMANCE
ALL RADII ARE 3.0' UNLESS OTHERWISE NOTED.
WITH M.U.T.C.D. STANDARDS, LATEST EDITION.
CURB SHALL BE 5" INTEGRAL BARRIER CURB IF
TYPE B-6.12 CURB AND GUTTER IF ASPHALT
OF CURB UNLESS OTHERWISE NOTED.
TO THE ASSOCIATED DRIVE AISLE.
PAVEMENT SECTION IS CHOSEN.
1
1
NOTES:
MATCH LINE (SEE SHEET C2.20)2.3.4.5.
1.
A
CB
ED
Illinois Firm Number: 184-000214
PAVING PLAN - SOUTHEAST
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE DIMENSIONAL AND
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C2.40
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
CONCRETE PAVEMENT SECTION IS CHOSEN, ANDALL DIMENSIONS AND CURB RADII ARE TO FACE
ALL SITE SIGNAGE SHALL BE IN CONFORMANCE
ALL RADII ARE 3.0' UNLESS OTHERWISE NOTED.
WITH M.U.T.C.D. STANDARDS, LATEST EDITION.
PAVEMENT MARKING AND SIGN LEGEND
CURB SHALL BE 6" INTEGRAL BARRIER CURB IF
TYPE B-6.12 CURB AND GUTTER IF ASPHALT
PROVIDE HANDICAP RAMP WITH ADA DETECTABLE
HANDICAP SYMBOL PER LATEST ADA STANDARDS
OF CURB UNLESS OTHERWISE NOTED.
4" SOLID YELLOW AT 24" C-C AT 45 DEGREES
TO THE ASSOCIATED DRIVE AISLE.
PAVEMENT SECTION IS CHOSEN.
R7-8 HANDICAP PARKING SIGN (12"X18")
WARNING STRIP (TYP SEE DETAILS).
CONCRETE PAVEMENT AT TRASH ENCLOSURE
4" SOLID YELLOW STRIPE (TYP)
6
6
5" P.C. CONCRETE PAVEMENT7" P.C. CONCRETE PAVEMENT
NOTES:
P.C. CONCRETE WALK
4" AGGREGATE BASE
6" AGGREGATE BASE
2.3.4.5.
1.
12345
PAVING LEGEND
5
5
1.5" BITUMINOUS SURFACE COURSE
2.5" BITUMINOUS BINDER COURSE
10" TYPE B GRANULAR SUBBASE
WITH PCC CURB AND GUTTER
OPTION 2:
8" P.C. CONCRETE PAVEMENT6" P.C. CONCRETE PAVEMENT
STANDARD DUTY PAVEMENT
HEAVY DUTY PAVEMENT
6" GRANULAR SUBBASE6" GRANULAR SUBBASE
OPTION 1:
44
MATCH LINE (SEE SHEET C2.30)
3
3
2
2
1
1
MATCH LINE (SEE SHEET C2.10)
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
SITE UTILITY PLAN -
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C3.10
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
MATCH LINE (SEE SHEET C3.40)
4" WM OVER 8" SAN
12" ST OVER 8" SAN
8" SAN T/P = 652.678" SAN T/P = 652.02
4" WM B/P = 654.17
15" ST OVER 4" WM15" ST B/P = 655.894" WM T/P = 654.3915" ST OVER 8" WM15" ST B/P = 655.708" WM T/P = 654.2012" ST B/P = 655.9415" ST OVER 8" WM15" ST B/P = 655.368" WM T/P = 653.86
6
6
UTILITY CROSSINGS
10
6789
4" WM OVER 8" SAN
8" WM OVER 8" SAN8" WM OVER 6" SAN
15" ST OVER 8" SAN
8" SAN T/P = 654.238" SAN T/P = 653.556" SAN T/P = 652.346" SAN T/P = 652.45
4" WM B/P = 655.28
8" WM B/P = 655.058" WM B/P = 655.25
15" ST OVER 8" WM15" ST B/P = 656.498" WM T/P = 654.9515" ST B/P = 655.94
12345
EXISTING MATERIALS AND BRING IN NEW MATERIALS OR CONDITION EXISTING SOILS (WHERE NATIVE SOILS ARE ALLOWED) IS INCIDENTAL TO THE PROJECT.
COMPACTION REQUIREMENTS. THE COST TO HAUL OUT UTILITIES AND OTHER SITE FEATURES SCHEDULED FOR DEMOLITION ARE NOT SHOWN ON THE SITE UTILITY PLANS. REFER TO THE SITE DEMOLITION PLANS
DEWATERING IS INCIDENTAL TO THE PROJECT. THE USE OF DEWATERING EQUIPMENT WILL BE DONE AT THE CONTRACTOR'S OPTION. CONTRACTOR SHALL
EXISTING ABANDONED UTILITIES SHALL BE CUT AND REMOVED AS REQUIRED TO INSTALL PROPOSED UTILITIES. CUT UTILITIES SHALL BE CAPPED AND
5
5
ALL CONDUITS AND PIPING PENETRATING ANY BUILDING WALLS SHOULD HAVE LINKSEALS AND A BENTONITE CLAY BACKFILL.
THE CONTRACTOR IS REQUIRED TO BACKFILL THE TRENCH WITH SPECIFIED MATERIALS AND MEET
ALL PIPES MUST BE TEMPORARILY CAPPED OVERNIGHT WITH WATER TIGHT FITTINGS.
MATCH LINE (SEE SHEET C3.20)
44
ALL PROPOSED WATER MAIN SHALL HAVE A MINIMUM COVER OF 5'-6"
COORDINATE ALL UTILITY OUTAGES WITH COMPANY OF UTILITY.
RE-FILLED WITH FLOWABLE FILL AS NECESSARY.
CONSULT SOIL INVESTIGATION REPORTS.
SHEETS C1.00-C1.40.
UTILITY CONSTRUCTION NOTES
3
3
10.11.12.
5.6.7.8.9.
CONTRACTOR SHALL VERIFY WITH EACH UTILITY'S OPERATING AUTHORITY THAT LOCATES HAVE BEEN PERFORMED. IOWA ONE CALL SYSTEM: 1-800-292-8989.
UTILITY IS DISCOVERED THAT WAS NOT SHOWN ON THE DRAWINGS OR A SUBSTANTIAL DEVIATION IN LOCATION OR ELEVATION OF A KNOWN UTILITY EXISTS,
LOCATIONS ARE FIELD VERIFIED BASED ON OBSERVABLE SURFACE FEATURES SUCH AS MANHOLES, VALVE BOXES, EVIDENCE OF TRENCHES, ETC. OR FIELD
CONTRACTOR HAS A CONTRACTUAL OBLIGATION TO COMPLY WITH ALL APPLICABLE LAWS AND OR REGULATIONS INCLUDING THOSE OF OSHA. AT NO TIME
EXPLORE AND VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES AT LEAST 100 FEET IN ADVANCE OF THE EXCAVATION WORK. IN THE EVENT THAT A
LOCATION, SIZE AND DEPTH OF BURIED UTILITIES ARE ILLUSTRATED BASED ON AVAILABLE RECORDS FROM THE UTILITY OPERATING AUTHORITY. RECORD
ELEVATIONS FOR UTILITIES AT EACH CHANGE IN
IT IS THE ESSENCE OF THIS CONTRACT TO PROTECT ALL EXISTING UTILITIES NOT DESIGNATED TO BE REMOVED. THE CONTRACTOR SHALL WORK TO
MARKING BY THE OPERATING AUTHORITY WHEREVER POSSIBLE. EXCAVATIONS HAVE NOT BEEN MADE TO VERIFY LOCATIONS OR DEPTH OF BURIED
WILL EITHER THE OWNER OR THE ENGINEER TAKE RESPONSIBILITY FOR EITHER THE MEANS OF THE WORK OR THE SAFETY OF THE CONTRACTOR'S
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT EACH UTILITY'S OPERATING AUTHORITY AND SCHEDULE JOINT MEET LOCATES. THE
CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE
UTILITIES. EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR.
THE CONTRACTOR IS REQUIRED TO KEEP ACCURATE CONSTRUCTION RECORD DOCUMENTS INCLUDING
THE CONTRACTOR SHALL REPORT IT TO THE OWNER'S REPRESENTATIVE AS SOON AS DISCOVERED.
2
2
THE MEANS OF THE WORK AND THE SAFETY OF THE
1
1
PROFILE OR ALIGNMENT.
EMPLOYEES.
4.
2.3.
1.
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
SITE UTILITY PLAN -
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C3.20
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
4" WM OVER 8" SAN4" WM OVER 8" SAN
MATCH LINE (SEE SHEET C3.30)
8" SAN T/P = 655.168" SAN T/P = 655.22
4" WM B/P = 656.384" WM B/P = 656.38
21" ST OVER 4" WM21" ST B/P = 652.684" WM T/P = 651.18
15" ST OVER 6" WM15" ST B/P = 656.256" WM T/P = 654.75
UTILITY CROSSINGS
16171819
6
6
4" WM OVER 8" SAN
8" SAN T/P = 654.30
4" WM B/P = 656.2921" ST OVER 8" WM21" ST B/P = 652.8821" ST OVER 4" WM21" ST B/P = 652.70
18" ST OVER 8" WM18" ST B/P = 655.148" WM T/P = 653.648" WM T/P = 651.384" WM T/P = 651.20
11131415
5
5
MATCH LINE (SEE SHEET C3.10)
44
3
3
2
2
OBSERVABLE SURFACE FEATURES SUCH AS MANHOLES,
VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIESREPORT IT TO THE OWNER'S REPRESENTATIVE AS SOON
CONTRACTOR'S OPTION. CONTRACTOR SHALL CONSULT
RESPONSIBILITY FOR EITHER THE MEANS OF THE WORKEXISTING UTILITIES NOT DESIGNATED TO BE REMOVED.EXISTING MATERIALS AND BRING IN NEW MATERIALS ORALL CONDUITS AND PIPING PENETRATING ANY
BUILDINGPLANS. REFER TO THE SITE DEMOLITION PLANS SHEETSDEWATERING IS INCIDENTAL TO THE PROJECT. THE USE
ALL PIPES MUST BE TEMPORARILY CAPPED OVERNIGHT
VALVE BOXES, EVIDENCE OF TRENCHES, ETC. OR FIELDCOMPACTION REQUIREMENTS. THE COST TO HAUL OUTCOORDINATE ALL UTILITY OUTAGES WITH COMPANY OF
REGULATIONS INCLUDING THOSE OF OSHA. AT NO TIMEOF A KNOWN UTILITY EXISTS, THE CONTRACTOR SHALLUTILITIES AND OTHER SITE FEATURES SCHEDULED FOR
CONDITION EXISTING SOILS (WHERE NATIVE SOILS ARE
CONTACT EACH UTILITY'S OPERATING AUTHORITY AND
OR THE SAFETY OF THE CONTRACTOR'S EMPLOYEES.
AUTHORITY THAT LOCATES HAVE BEEN PERFORMED.
LOCATION, SIZE AND DEPTH OF BURIED UTILITIES ARE
CONTRACTOR HAS A CONTRACTUAL OBLIGATION TO
MARKING BY THE OPERATING AUTHORITY WHEREVERVERIFY LOCATIONS OR DEPTH OF BURIED UTILITIES. SUBSTANTIAL DEVIATION IN LOCATION OR ELEVATION
THE MEANS OF THE WORK AND THE SAFETY OF THE
AT LEAST 100 FEET IN ADVANCE OF THE EXCAVATIONTHE CONTRACTOR IS REQUIRED TO KEEP ACCURATEWALLS SHOULD HAVE LINKSEALS AND A BENTONITE
POSSIBLE. EXCAVATIONS HAVE NOT BEEN MADE TO WORK. IN THE EVENT THAT A UTILITY IS DISCOVEREDOF DEWATERING EQUIPMENT WILL BE DONE AT THE
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOSCHEDULE JOINT MEET LOCATES. THE CONTRACTORALL PROPOSED WATER MAIN SHALL HAVE A MINIMUM
EXACT LOCATION AND ELEVATION OF ALL UTILITIES
DEMOLITION ARE NOT SHOWN ON THE SITE UTILITY
ILLUSTRATED BASED ON AVAILABLE RECORDS FROM
THE CONTRACTOR SHALL WORK TO EXPLORE AND EXISTING ABANDONED UTILITIES SHALL BE CUT AND
WILL EITHER THE OWNER OR THE ENGINEER TAKE CONSTRUCTION RECORD DOCUMENTS INCLUDING THE CONTRACTOR IS REQUIRED TO BACKFILL THE
IOWA ONE CALL SYSTEM: 1-800-292-8989. IT IS THE
THAT WAS NOT SHOWN ON THE DRAWINGS OR A
REMOVED AS REQUIRED TO INSTALL PROPOSED
UTILITY CONSTRUCTION NOTES ELEVATIONS FOR UTILITIES AT EACH CHANGE IN TRENCH WITH SPECIFIED MATERIALS AND MEET UTILITIES. CUT UTILITIES SHALL BE CAPPED AND
SHALL VERIFY WITH EACH UTILITY'S OPERATING RE-FILLED WITH FLOWABLE FILL AS NECESSARY.
ESSENCE OF THIS CONTRACT TO PROTECT ALL
THE UTILITY OPERATING AUTHORITY. RECORD
CONTRACTOR'S EMPLOYEES ARE SOLELY THE
COMPLY WITH ALL APPLICABLE LAWS AND OR
MUST BE DETERMINED BY THE CONTRACTOR.
RESPONSIBILITY OF THE CONTRACTOR. THE
ALLOWED) IS INCIDENTAL TO THE PROJECT.
LOCATIONS ARE FIELD VERIFIED BASED ON
SOIL INVESTIGATION REPORTS.
WITH WATER TIGHT FITTINGS.
1
1
PROFILE OR ALIGNMENT.
AS DISCOVERED.
CLAY BACKFILL.
COVER OF 5'-6".
C1.00-C1.40.
UTILITY.
10.11.12.
2.3.4.5.6.7.8.9.
1.
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
SITE UTILITY PLAN -
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C3.30
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
UTILITY CROSSINGS
21" ST OVER 8" WM21" ST B/P = 653.33
8" WM T/P = 651.83
19
COMPACTION REQUIREMENTS. THE COST TO HAUL OUT
UTILITIES AND OTHER SITE FEATURES SCHEDULED FOR DEMOLITION ARE NOT SHOWN ON THE SITE UTILITY PLANS. REFER TO THE SITE DEMOLITION PLANS
DEWATERING IS INCIDENTAL TO THE PROJECT. THE USE OF DEWATERING EQUIPMENT WILL BE DONE AT THE CONTRACTOR'S OPTION. CONTRACTOR SHALL
EXISTING MATERIALS AND BRING IN NEW MATERIALS OR CONDITION EXISTING SOILS (WHERE NATIVE SOILS ARE ALLOWED) IS INCIDENTAL TO THE PROJECT.
EXISTING ABANDONED UTILITIES SHALL BE CUT AND REMOVED AS REQUIRED TO INSTALL PROPOSED UTILITIES. CUT UTILITIES SHALL BE CAPPED AND
5
5
ALL CONDUITS AND PIPING PENETRATING ANY BUILDING WALLS SHOULD HAVE LINKSEALS AND A BENTONITE CLAY BACKFILL.
THE CONTRACTOR IS REQUIRED TO BACKFILL THE TRENCH WITH SPECIFIED MATERIALS AND MEET
ALL PIPES MUST BE TEMPORARILY CAPPED OVERNIGHT WITH WATER TIGHT FITTINGS.
MATCH LINE (SEE SHEET C3.40)
44
ALL PROPOSED WATER MAIN SHALL HAVE A MINIMUM COVER OF 5'-6"
COORDINATE ALL UTILITY OUTAGES WITH COMPANY OF UTILITY.
RE-FILLED WITH FLOWABLE FILL AS NECESSARY.
CONSULT SOIL INVESTIGATION REPORTS.
SHEETS C1.00-C1.40.
UTILITY CONSTRUCTION NOTES
3
3
10.11.12.
5.6.7.8.9.
CONTRACTOR SHALL VERIFY WITH EACH UTILITY'S OPERATING AUTHORITY THAT LOCATES HAVE BEEN PERFORMED. IOWA ONE CALL SYSTEM: 1-800-292-8989.
UTILITY IS DISCOVERED THAT WAS NOT SHOWN ON THE DRAWINGS OR A SUBSTANTIAL DEVIATION IN LOCATION OR ELEVATION OF A KNOWN UTILITY EXISTS,
LOCATIONS ARE FIELD VERIFIED BASED ON OBSERVABLE SURFACE FEATURES SUCH AS MANHOLES, VALVE BOXES, EVIDENCE OF TRENCHES, ETC. OR FIELD
CONTRACTOR HAS A CONTRACTUAL OBLIGATION TO COMPLY WITH ALL APPLICABLE LAWS AND OR REGULATIONS INCLUDING THOSE OF OSHA. AT NO TIME
EXPLORE AND VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES AT LEAST 100 FEET IN ADVANCE OF THE EXCAVATION WORK. IN THE EVENT THAT A
LOCATION, SIZE AND DEPTH OF BURIED UTILITIES ARE ILLUSTRATED BASED ON AVAILABLE RECORDS FROM THE UTILITY OPERATING AUTHORITY. RECORD
ELEVATIONS FOR UTILITIES AT EACH CHANGE IN
IT IS THE ESSENCE OF THIS CONTRACT TO PROTECT ALL EXISTING UTILITIES NOT DESIGNATED TO BE REMOVED. THE CONTRACTOR SHALL WORK TO
MARKING BY THE OPERATING AUTHORITY WHEREVER POSSIBLE. EXCAVATIONS HAVE NOT BEEN MADE TO VERIFY LOCATIONS OR DEPTH OF BURIED
WILL EITHER THE OWNER OR THE ENGINEER TAKE RESPONSIBILITY FOR EITHER THE MEANS OF THE WORK OR THE SAFETY OF THE CONTRACTOR'S
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT EACH UTILITY'S OPERATING AUTHORITY AND SCHEDULE JOINT MEET LOCATES. THE
CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE
UTILITIES. EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR.
THE CONTRACTOR IS REQUIRED TO KEEP ACCURATE CONSTRUCTION RECORD DOCUMENTS INCLUDING
THE CONTRACTOR SHALL REPORT IT TO THE OWNER'S REPRESENTATIVE AS SOON AS DISCOVERED.
2
2
THE MEANS OF THE WORK AND THE SAFETY OF THE
1
1
PROFILE OR ALIGNMENT.
EMPLOYEES.
4.
2.3.
1.
MATCH LINE (SEE SHEET C3.20)
A
CB
ED
Illinois Firm Number: 184-000214
NORTH SANITARY SEWER
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
PROFILE -
KEY PLAN
C3.50
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
SOUTH SANITARY SEWER
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
PROFILE -
KEY PLAN
C3.60
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE GRADING PLAN -
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C4.10
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
MATCH LINE (SEE SHEET C4.40)
6
6
5
5
MATCH LINE (SEE SHEET C4.20)
44
3
3
2
2
ALL CURB ELEVATIONS ARE FOR BACK OF CURB UNLESS
FULFILLMENT OF THE GRADING REQUIREMENTS WILL BE
PROTECT ALL TREES NOT SHOWN AS REMOVED DURING
PLANS UNLESS INSTALLED WITHIN A PAVED SURFACE.
CONTRACTOR SHALL LEAVE THE SITE ROUGH-GRADEDALL RIM ELEVATIONS WITHIN PAVED SURFACES SHALL
MAINTAINS POSITIVE SITE DRAINAGE AT ALL TIMES. AT
MATCH THE FINISHED ELEVATIONS INDICATED ON THE
FREE-DRAINING AND WITHOUT LOW AREAS OR RUTS.
ADJUST ALL VALVES, HYDRANTS, CASTINGS, ETC TO
WITHIN THE DRIPLINE OF TREES SHOWN TO REMAIN.ALL EXCESS SOIL FROM GRADING AND EXCAVATION
CONTOURS SHOWN ARE TO FINISHED GRADE TO BE SEE LANDSCAPE PLANS FOR MORE INFORMATION ON
ESTABLISHPROVIDE 2.00% MAX (1.00% MIN) CROSS SLOPE AND
ADJUST ALL VALVES, HYDRANTS AND CASTINGS TO
SIDEWALKS. ALWAYS MAINTAIN POSITIVE DRAINAGE
WORK SHALL BE DISPOSED OF OFF=SITE AT A SITE
ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE
UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL
5.00% MAX LONGITUDINAL SLOPE ON ALL ON-SITE GRADING ACTIVITIES. NO GRADING SHALL OCCUR
LEFT ON THE SITE BY THE CONTRACTOR AT THE
GRADING SHALL BE DONE IN A MANNER WHICH
(EXCEPT WHERE INDICATED OTHERWISE), BUT
THE COMPLETION OF THIS CONTRACT, THE
BE ADJUSTED TO MATCH FINISHED PAVING.
SITE GRADING NOTES
THICKNESS OR PAVEMENT SECTION TO
COMPLETION OF THIS CONTRACT.
SECURED BY THE CONTRACTOR.
AT THE OWNERS DISCRETION.
1
1
SUBGRADE ELEVATIONS.
OTHERWISE SPECIFIED.
AWAY FROM BUILDING.
SITE LANDSCAPING.
FINISHED GRADE.
10.
2.3.4.5.6.7.8.9.
1.
A
CB
ED
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Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE GRADING PLAN -
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C4.20
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
MATCH LINE (SEE SHEET C4.30)
6
6
5
5
MATCH LINE (SEE SHEET C4.10)
44
3
3
2
2
ALL CURB ELEVATIONS ARE FOR BACK OF CURB UNLESS
FULFILLMENT OF THE GRADING REQUIREMENTS WILL BE
PROTECT ALL TREES NOT SHOWN AS REMOVED DURING
PLANS UNLESS INSTALLED WITHIN A PAVED SURFACE.
CONTRACTOR SHALL LEAVE THE SITE ROUGH-GRADEDALL RIM ELEVATIONS WITHIN PAVED SURFACES SHALL
MAINTAINS POSITIVE SITE DRAINAGE AT ALL TIMES. AT
MATCH THE FINISHED ELEVATIONS INDICATED ON THE
FREE-DRAINING AND WITHOUT LOW AREAS OR RUTS.
ADJUST ALL VALVES, HYDRANTS, CASTINGS, ETC TO
ALL EXCESS SOIL FROM GRADING AND EXCAVATION
WITHIN THE DRIPLINE OF TREES SHOWN TO REMAIN.
CONTOURS SHOWN ARE TO FINISHED GRADE TO BE SEE LANDSCAPE PLANS FOR MORE INFORMATION ON
PROVIDE 2.00% MAX (1.00% MIN) CROSS SLOPE AND
ESTABLISHADJUST ALL VALVES, HYDRANTS AND CASTINGS TO
SIDEWALKS. ALWAYS MAINTAIN POSITIVE DRAINAGE
WORK SHALL BE DISPOSED OF OFF=SITE AT A SITE
ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE
UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL
5.00% MAX LONGITUDINAL SLOPE ON ALL ON-SITE GRADING ACTIVITIES. NO GRADING SHALL OCCUR
LEFT ON THE SITE BY THE CONTRACTOR AT THE
GRADING SHALL BE DONE IN A MANNER WHICH
(EXCEPT WHERE INDICATED OTHERWISE), BUT
THE COMPLETION OF THIS CONTRACT, THE
BE ADJUSTED TO MATCH FINISHED PAVING.
SITE GRADING NOTES
THICKNESS OR PAVEMENT SECTION TO
COMPLETION OF THIS CONTRACT.
SECURED BY THE CONTRACTOR.
AT THE OWNERS DISCRETION.
1
1
SUBGRADE ELEVATIONS.
OTHERWISE SPECIFIED.
AWAY FROM BUILDING.
SITE LANDSCAPING.
FINISHED GRADE.
10.
2.4.6.
1.3.5.7.8.9.
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE GRADING PLAN -
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C4.30
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
ALL CURB ELEVATIONS ARE FOR BACK OF CURB UNLESS
FULFILLMENT OF THE GRADING REQUIREMENTS WILL BE
PROTECT ALL TREES NOT SHOWN AS REMOVED DURING
PLANS UNLESS INSTALLED WITHIN A PAVED SURFACE.
CONTRACTOR SHALL LEAVE THE SITE ROUGH-GRADEDALL RIM ELEVATIONS WITHIN PAVED SURFACES SHALL
MAINTAINS POSITIVE SITE DRAINAGE AT ALL TIMES. AT
MATCH THE FINISHED ELEVATIONS INDICATED ON THE
FREE-DRAINING AND WITHOUT LOW AREAS OR RUTS.
ADJUST ALL VALVES, HYDRANTS, CASTINGS, ETC TO
WITHIN THE DRIPLINE OF TREES SHOWN TO REMAIN.ALL EXCESS SOIL FROM GRADING AND EXCAVATION
CONTOURS SHOWN ARE TO FINISHED GRADE TO BE SEE LANDSCAPE PLANS FOR MORE INFORMATION ON
ESTABLISHPROVIDE 2.00% MAX (1.00% MIN) CROSS SLOPE AND
ADJUST ALL VALVES, HYDRANTS AND CASTINGS TO
SIDEWALKS. ALWAYS MAINTAIN POSITIVE DRAINAGE
WORK SHALL BE DISPOSED OF OFF=SITE AT A SITE
ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE
UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL
5.00% MAX LONGITUDINAL SLOPE ON ALL ON-SITE GRADING ACTIVITIES. NO GRADING SHALL OCCUR
LEFT ON THE SITE BY THE CONTRACTOR AT THE
GRADING SHALL BE DONE IN A MANNER WHICH
(EXCEPT WHERE INDICATED OTHERWISE), BUT
THE COMPLETION OF THIS CONTRACT, THE
BE ADJUSTED TO MATCH FINISHED PAVING.
SITE GRADING NOTES
THICKNESS OR PAVEMENT SECTION TO
COMPLETION OF THIS CONTRACT.
SECURED BY THE CONTRACTOR.
AT THE OWNERS DISCRETION.
6
6
SUBGRADE ELEVATIONS.
OTHERWISE SPECIFIED.
AWAY FROM BUILDING.
SITE LANDSCAPING.
FINISHED GRADE.
10.
2.3.4.5.6.7.8.9.
1.
5
5
44
MATCH LINE (SEE SHEET C4.40)
3
3
2
2
1
1
MATCH LINE (SEE SHEET C4.20)
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
SITE GRADING PLAN -
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C4.40
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
ALL CURB ELEVATIONS ARE FOR BACK OF CURB UNLESS
FULFILLMENT OF THE GRADING REQUIREMENTS WILL BE
PROTECT ALL TREES NOT SHOWN AS REMOVED DURING
PLANS UNLESS INSTALLED WITHIN A PAVED SURFACE.
CONTRACTOR SHALL LEAVE THE SITE ROUGH-GRADEDALL RIM ELEVATIONS WITHIN PAVED SURFACES SHALL
MAINTAINS POSITIVE SITE DRAINAGE AT ALL TIMES. AT
MATCH THE FINISHED ELEVATIONS INDICATED ON THE
FREE-DRAINING AND WITHOUT LOW AREAS OR RUTS.
ADJUST ALL VALVES, HYDRANTS, CASTINGS, ETC TO
WITHIN THE DRIPLINE OF TREES SHOWN TO REMAIN.ALL EXCESS SOIL FROM GRADING AND EXCAVATION
CONTOURS SHOWN ARE TO FINISHED GRADE TO BE SEE LANDSCAPE PLANS FOR MORE INFORMATION ON
ESTABLISHPROVIDE 2.00% MAX (1.00% MIN) CROSS SLOPE AND
ADJUST ALL VALVES, HYDRANTS AND CASTINGS TO
SIDEWALKS. ALWAYS MAINTAIN POSITIVE DRAINAGE
WORK SHALL BE DISPOSED OF OFF=SITE AT A SITE
ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE
UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL
5.00% MAX LONGITUDINAL SLOPE ON ALL ON-SITE GRADING ACTIVITIES. NO GRADING SHALL OCCUR
LEFT ON THE SITE BY THE CONTRACTOR AT THE
GRADING SHALL BE DONE IN A MANNER WHICH
(EXCEPT WHERE INDICATED OTHERWISE), BUT
THE COMPLETION OF THIS CONTRACT, THE
BE ADJUSTED TO MATCH FINISHED PAVING.
SITE GRADING NOTES
THICKNESS OR PAVEMENT SECTION TO
COMPLETION OF THIS CONTRACT.
SECURED BY THE CONTRACTOR.
AT THE OWNERS DISCRETION.
6
6
SUBGRADE ELEVATIONS.
OTHERWISE SPECIFIED.
AWAY FROM BUILDING.
SITE LANDSCAPING.
FINISHED GRADE.
10.
2.3.4.5.6.7.8.9.
1.
5
5
MATCH LINE (SEE SHEET C4.30)
44
3
3
2
2
1
1
MATCH LINE (SEE SHEET C4.10)
A
CB
ED
Illinois Firm Number: 184-000214
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
BETWEEN "A" BUILDINGS
2834 Northgate Drive | Iowa City, Iowa 52245
DETAILED GRADING
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C4.50
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
DURING CONSTRUCTION -
STORMWATER POLLUTION
PREVENTION PLAN - PRE/
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.10
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
MATCH LINE (SEE SHEET C5.40)
DIRECTION OF DRAINAGE
TUBE OR SILT FENCE
12" COMPOST FILTER
EXISTING GRADE
6
6
DISTURBED AREA
PROJECT SITE
5
5
EXISTING STORM SEWER
AND INTAKE, TYP
44
MATCH LINE (SEE SHEET C5.20)
3
3
2
2
PROVIDE 12" COMPOST FILTER TUBE
DISTURBED AREA. SEE DETAILS 1
OR SILT FENCE ALONG EDGE OF
1
1
AND 2 SHEET C5.90, TYP.
EXISTING CONTOUR, TYP
EXISTING STORM
CULVERT, TYP
A
CB
ED
Illinois Firm Number: 184-000214
DURING CONSTRUCTION -
STORMWATER POLLUTION
PREVENTION PLAN - PRE/
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.20
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
MATCH LINE (SEE SHEET C5.30)
DIRECTION OF DRAINAGE
COMPOST FILTER TUBES
TUBE OR SILT FENCE
12" COMPOST FILTER
EXISTING GRADE
(2) 18" STACKED
6
6
DISTURBED AREA
CONSTRUCTION
PROJECT SITE
STABILIZED
ENTRANCE
5
5
STABILIZED CONSTRUCTION
PROVIDE 25'X50' MINIMUMENTRANCE. IF REMOVED,
MODIFIED OR REPAIRED,
REQUIRED TO PREVENT
TRACKING OFF-SITE. IF
DRESS WITH STONE AS
SEE DETAIL 3/C5.90.
44
MATCH LINE (SEE SHEET C5.10)
3
3
COMPOST FILTER TUBE OR
SILT FENCE AS REQUIRED
FROM LEAVING THE SITE
TO PREVENT SEDIMENT
EXISTING STORM PIPE.
AND ENTERING THE
PROTECT WITH 12"
WATERWAY.
REGULAR CLEANUP OF DIRT AND DEBRIS
ALL METHODS NECESSARY TO PREVENT
IS REQUIRED. CONTRACTOR SHALL USE
CONTRACTOR SHALL ANTICIPATE THE
USE OF DUST CONTROL MEASURES.
PROVIDE 12" COMPOST FILTER TUBE
TRACKING ONTO HAWKEYE COURT.
DISTURBED AREA. SEE DETAILS 1
OR SILT FENCE ALONG EDGE OF
EXISTING STORM CULVERT, TYP
COMPOST FILTER TUBES.
COMPOST FILTER TUBES.
SEE DETAIL 2/C5.90, TYP.
PROVIDE (2) 18" STACKED
SEE DETAIL 2/C5.90, TYP.
PROVIDE (2) 18" STACKEDAND 2 SHEET C5.90, TYP.
EXISTING CONTOUR, TYP
EXISTING STORMWATER
DISCHARGE POINT, TYP
2
2
1
1
A
CB
ED
Illinois Firm Number: 184-000214
DURING CONSTRUCTION -
STORMWATER POLLUTION
PREVENTION PLAN - PRE/
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.30
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
AND INTAKE, TYP
EXISTING STORM SEWER
6
6
DIRECTION OF DRAINAGE
TUBE OR SILT FENCE
12" COMPOST FILTER
EXISTING GRADE
5
5
FILTER TUBE AROUND
WRAP 12" COMPOST
EXISTING INTAKE
DISTURBED AREA
PROJECT SITE
PROVIDE 12" COMPOST FILTER TUBE
DISTURBED AREA. SEE DETAILS 1
OR SILT FENCE ALONG EDGE OF
AND 2 SHEET C5.90, TYP.
EXISTING CONTOUR, TYP
44
MATCH LINE (SEE SHEET C5.40)
SAWCUT SLURRY AND DUST MUST BE CONTAINED
ACTIVITIES ARE REQUIRED TO BE PROTECTED.
AND DISPOSED OF OFF-SITE. A TEMPORARY 8"
SAWCUTTING ACTIVITIES IS PROHIBITED FROMSTORM INTAKES LOCATED NEAR SAWCUTTING
ENTERING THE STORM SEWER SYSTEM. ALL
COMPOST FILTER TUBE MAY BE REQUIRED.
NOTE: CONCRETE SLURRY AND DUST FROM
3
3
2
2
1
1
MATCH LINE (SEE SHEET C5.20)
A
CB
ED
Illinois Firm Number: 184-000214
DURING CONSTRUCTION -
STORMWATER POLLUTION
PREVENTION PLAN - PRE/
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.40
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
DIRECTION OF DRAINAGE
TUBE OR SILT FENCE
12" COMPOST FILTER
EXISTING GRADE
6
6
SAWCUT SLURRY AND DUST MUST BE CONTAINED
ACTIVITIES ARE REQUIRED TO BE PROTECTED.
AND DISPOSED OF OFF-SITE. A TEMPORARY 8"
SAWCUTTING ACTIVITIES IS PROHIBITED FROMSTORM INTAKES LOCATED NEAR SAWCUTTING
ENTERING THE STORM SEWER SYSTEM. ALL
COMPOST FILTER TUBE MAY BE REQUIRED.
NOTE: CONCRETE SLURRY AND DUST FROM
PROVIDE 12" COMPOST FILTER TUBE
DISTURBED AREA
DISTURBED AREA. SEE DETAILS 1
PROJECT SITE
OR SILT FENCE ALONG EDGE OF
AND 2 SHEET C5.90, TYP.
EXISTING CONTOUR, TYP
EXISTING STORM SEWER
5
5
AND INTAKE, TYP
44
MATCH LINE (SEE SHEET C5.30)
3
3
2
2
1
1
MATCH LINE (SEE SHEET C5.10)
A
CB
ED
Illinois Firm Number: 184-000214
STORMWATER POLLUTION
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
POST CONSTRUCTION -
2834 Northgate Drive | Iowa City, Iowa 52245
PREVENTION PLAN -
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.50
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
MATCH LINE (SEE SHEET C5.80)
DIRECTION OF DRAINAGE
BAG WITH CURB FILTER
PROPOSED PAVEMENT
6
6
BAG OR FILTER SACK
INTAKE PROTECTIONINTAKE PROTECTION
PROPOSED GRADE
TUBE OR SILT FENCE
12" COMPOST FILTER
EROSION CONTROL
DISTURBED AREA
PROJECT SITE
5
5
BLANKET
SEWER ANDINTAKE, TYP
EXISTING STORM
PROPOSEDSTORM SEWERAND INTAKE, TYPBAG OR FILTER SACK. THISCONTROL TO REMAIN UNTIL THE
PROVIDE INTAKE PROTECTIONSITE HAS BEEN STABILIZED ANDAPPROVED BY THE OWNER'SREPRESENTATIVE, TYP
44
MATCH LINE (SEE SHEET C5.60)
GRASSED AREAS GREATER THAN 10% SLOPE.
INSTALL EROSION CONTROL BLANKET IN ALL
IMMEDIATELY AFTER COMPLETION OF FINAL
INSTALL NORTH AMERICAN GREEN DOUBLE
SC150BN, OR APPROVED EQUAL. EROSION
NET EROSION CONTROL BLANKET, MODEL
CONTROL BLANKET TO BE INSTALLED
GRADING AND HYDROSEEDING, TYP
3
3
QUALITY UNIT, TYP
STORMWATER
PROPOSED
CONTROL TO REMAIN UNTIL
BAG WITH CURB FILTER. THISTHE SITE HAS BEENBY THE OWNER'S
PROVIDE INTAKE PROTECTIONSTABILIZED AND APPROVEDREPRESENTATIVE, TYP
PROVIDE 12" COMPOST FILTER
APPROVED BY THE OWNER'S
HILLSIDE. THIS CONTROL TO
TUBE OR SILT FENCE ALONGREMAIN UNTIL THE SITE HAS
PROPOSED BUILDING, TYP
REPRESENTATIVE, TYP.
BEEN STABILIZED AND
PROPOSED
RETAINING WALL, TYP
SAWCUT SLURRY AND DUST MUST BE CONTAINED
ACTIVITIES ARE REQUIRED TO BE PROTECTED.
AND DISPOSED OF OFF-SITE. A TEMPORARY 8"
SAWCUTTING ACTIVITIES IS PROHIBITED FROMSTORM INTAKES LOCATED NEAR SAWCUTTING
ENTERING THE STORM SEWER SYSTEM. ALL
COMPOST FILTER TUBE MAY BE REQUIRED.
NOTE: CONCRETE SLURRY AND DUST FROM
2
2
1
1
DISCHARGE POINTDISCHARGE POINT
PROPOSED PAVEMENT, TYP
PROPOSED STORMWATEREXISTING STORMWATER
PROPOSED CONTOUR, TYP
EXISTING CONTOUR, TYP
CULVERT, TYP
PROPOSED STORM
CULVERT, TYP
EXISTING STORM
A
CB
ED
Illinois Firm Number: 184-000214
STORMWATER POLLUTION
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
POST CONSTRUCTION -
2834 Northgate Drive | Iowa City, Iowa 52245
PREVENTION PLAN -
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHWEST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.60
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
DIRECTION OF DRAINAGE
MATCH LINE (SEE SHEET C5.70)
PROPOSED PAVEMENT
BAG OR FILTER SACK
TUBE OR SILT FENCE
12" COMPOST FILTERINTAKE PROTECTION
PROPOSED GRADE
6
6
BAG WITH CURB FILTER
INTAKE PROTECTION
EROSION CONTROL
DISTURBED AREA
PROJECT SITE
BLANKET
5
5
SAWCUT SLURRY AND DUST MUST BE CONTAINED
ACTIVITIES ARE REQUIRED TO BE PROTECTED.
AND DISPOSED OF OFF-SITE. A TEMPORARY 8"
SAWCUTTING ACTIVITIES IS PROHIBITED FROMSTORM INTAKES LOCATED NEAR SAWCUTTING
ENTERING THE STORM SEWER SYSTEM. ALL
COMPOST FILTER TUBE MAY BE REQUIRED.
NOTE: CONCRETE SLURRY AND DUST FROM
MATCH LINE (SEE SHEET C5.50)
44
3
3
CULVERT, TYP
EXISTING STORM
SEWER ANDMANHOLE, TYP
PROPOSED STORM
OWNER'S REPRESENTATIVE.
DISCHARGE POINT, TYPREPRESENTATIVEDISCHARGE POINT
EXISTING STACKEDREMAIN UNTIL THE SITE HASBEEN STABILIZED ANDAPPROVED BY THE OWNER'SPROPOSED STORMWATER
EXISTING STORMWATERCOMPOST FILTER TUBES TOPROPOSEDQUALITY UNIT, TYP
REMAIN UNTIL THE SITE HAS BEENSTABILIZED AND APPROVED BY THE
STORMWATERPROVIDE INTAKE PROTECTION BAG
WITH CURB FILTER. THIS CONTROL TO
BAG OR FILTER SACK. THISCONTROL TO REMAIN UNTIL THE
PROVIDE INTAKE PROTECTIONSITE HAS BEEN STABILIZED ANDAPPROVED BY THE OWNER'SREPRESENTATIVE, TYP
2
2
FENCE ALONG EDGE OF DISTURBED
12" COMPOST FILTER TUBE OR SILT
AREA TO REMAIN UNTIL THE SITE
APPROVED BY THE OWNER'S
PROPOSED PAVEMENT, TYP
HAS BEEN STABILIZED AND
PROPOSED BUILDING, TYP
EXISTING CONTOUR, TYP
REPRESENTATIVE, TYP.
GRADING AND HYDROSEEDING, TYP.REPRESENTATIVE, TYP.
GRASSED AREAS GREATER THAN 10% SLOPE.
INSTALL EROSION CONTROL BLANKET IN ALLIMMEDIATELY AFTER COMPLETION OF FINAL
PROPOSED CONTOUR, TYPNET EROSION CONTROL BLANKET, MODELREMAIN UNTIL THE SITE HAS BEEN
INSTALL NORTH AMERICAN GREEN DOUBLESC150BN, OR APPROVED EQUAL. EROSIONCONTROL BLANKET TO BE INSTALLEDPROVIDE 12" COMPOST FILTER TUBE OR SILTSTABILIZED AND APPROVED BY THE OWNER'S
FENCE ALONG HILLSIDE. THIS CONTROL TO
CULVERT, TYP
DISCHARGE POINTPROPOSED STORM
PROPOSED STORMWATER
REPRESENTATIVE
REMAIN UNTIL THE SITE HASBEEN STABILIZED AND
EXISTING STACKEDAPPROVED BY THE OWNER'S
COMPOST FILTER TUBES TO
1
1
A
CB
ED
Illinois Firm Number: 184-000214
STORMWATER POLLUTION
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
POST CONSTRUCTION -
2834 Northgate Drive | Iowa City, Iowa 52245
PREVENTION PLAN -
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
NORTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.70
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
SEWER ANDINTAKE, TYP
EXISTING STORM
DIRECTION OF DRAINAGE
BAG WITH CURB FILTER
TUBE OR SILT FENCEBAG OR FILTER SACK
12" COMPOST FILTER
INTAKE PROTECTIONINTAKE PROTECTION
PROPOSED GRADE
SITE HAS BEEN STABILIZED AND
APPROVED BY THE OWNER'S
TUBE TO REMAIN UNTIL THE
EXISTING COMPOST FILTER
5
5
REPRESENTATIVE, TYP
PROPOSED PAVEMENT
EROSION CONTROL
DISTURBED AREA
PROJECT SITE
BLANKET
FENCE ALONG EDGE OF DISTURBED
12" COMPOST FILTER TUBE OR SILT
AREA TO REMAIN UNTIL THE SITE
APPROVED BY THE OWNER'S
HAS BEEN STABILIZED AND
REPRESENTATIVE, TYP.
44
MATCH LINE (SEE SHEET C5.80)
SAWCUT SLURRY AND DUST MUST BE CONTAINED
ACTIVITIES ARE REQUIRED TO BE PROTECTED.
AND DISPOSED OF OFF-SITE. A TEMPORARY 8"
SAWCUTTING ACTIVITIES IS PROHIBITED FROMSTORM INTAKES LOCATED NEAR SAWCUTTING
GRASSED AREAS GREATER THAN 10% SLOPE.
INSTALL EROSION CONTROL BLANKET IN ALL
ENTERING THE STORM SEWER SYSTEM. ALL
COMPOST FILTER TUBE MAY BE REQUIRED.
IMMEDIATELY AFTER COMPLETION OF FINAL
NOTE: CONCRETE SLURRY AND DUST FROM
INSTALL NORTH AMERICAN GREEN DOUBLE
NET EROSION CONTROL BLANKET, MODELSC150BN, OR APPROVED EQUAL. EROSION
CONTROL BLANKET TO BE INSTALLEDGRADING AND HYDROSEEDING, TYP.
3
3
AND INTAKE, TYP
STORM SEWER
PROPOSED
2
2
PROPOSED PAVEMENT, TYPFILTER. THIS CONTROL TO REMAIN UNTIL THE
PROVIDE INTAKE PROTECTION BAG WITH CURBTHE OWNER'S REPRESENTATIVE, TYP
SITE HAS BEEN STABILIZED AND APPROVED BY
PROPOSED CONTOUR, TYP
EXISTING CONTOUR, TYP
PROVIDE INTAKE PROTECTIONBAG OR FILTER SACK. THISCONTROL TO REMAIN UNTIL THEAPPROVED BY THE OWNER'SREPRESENTATIVE, TYP
SITE HAS BEEN STABILIZED AND
1
1
MATCH LINE (SEE SHEET C5.60)
A
CB
ED
Illinois Firm Number: 184-000214
STORMWATER POLLUTION
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
POST CONSTRUCTION -
2834 Northgate Drive | Iowa City, Iowa 52245
PREVENTION PLAN -
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
SOUTHEAST
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.80
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
DIRECTION OF DRAINAGE
PROPOSED PAVEMENT
TUBE OR SILT FENCEBAG OR FILTER SACK
12" COMPOST FILTER
INTAKE PROTECTION
PROPOSED GRADE
SAWCUT SLURRY AND DUST MUST BE CONTAINED
ACTIVITIES ARE REQUIRED TO BE PROTECTED.
AND DISPOSED OF OFF-SITE. A TEMPORARY 8"
SAWCUTTING ACTIVITIES IS PROHIBITED FROMSTORM INTAKES LOCATED NEAR SAWCUTTING
ENTERING THE STORM SEWER SYSTEM. ALL
COMPOST FILTER TUBE MAY BE REQUIRED.
NOTE: CONCRETE SLURRY AND DUST FROM
FENCE ALONG EDGE OF DISTURBED
12" COMPOST FILTER TUBE OR SILT
AREA TO REMAIN UNTIL THE SITE
APPROVED BY THE OWNER'S
HAS BEEN STABILIZED AND
REPRESENTATIVE, TYP.
BAG WITH CURB FILTER
5
5
INTAKE PROTECTION
EROSION CONTROL
DISTURBED AREA
PROJECT SITE
BLANKET
INTAKE, TYP
SEWER AND
EXISTING STORM
MATCH LINE (SEE SHEET C5.70)
44
GRASSED AREAS GREATER THAN 10% SLOPE.
INSTALL EROSION CONTROL BLANKET IN ALL
IMMEDIATELY AFTER COMPLETION OF FINAL
INSTALL NORTH AMERICAN GREEN DOUBLE
SC150BN, OR APPROVED EQUAL. EROSION
NET EROSION CONTROL BLANKET, MODEL
CONTROL BLANKET TO BE INSTALLED
GRADING AND HYDROSEEDING, TYP.
CONTROL TO REMAIN UNTIL THE
SITE HAS BEEN STABILIZED AND
PROVIDE INTAKE PROTECTION
APPROVED BY THE OWNER'S
BAG OR FILTER SACK. THIS
REPRESENTATIVE, TYP
CONTROL TO REMAIN UNTIL THE
SITE HAS BEEN STABILIZED AND
PROVIDE INTAKE PROTECTION
BAG WITH CURB FILTER. THIS
APPROVED BY THE OWNER'S
3
3
REPRESENTATIVE.
PROPOSED CONTOUR, TYP
EXISTING CONTOUR, TYP
PROPOSEDPAVEMENT, TYP
2
2
PROPOSEDAND INTAKE, TYP
STORM SEWER
PROPOSED BUILDING, TYP
1
1
MATCH LINE (SEE SHEET C5.50)
A
CB
ED
Illinois Firm Number: 184-000214
STORMWATER POLLUTION
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
PREVENTION NOTES
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
AND DETAILS
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C5.90
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
BEWHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFORE
OF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN. IN THE EVENT THAT CONSTRUCTION ACTIVITYLOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREA. THE SPILL
KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWING
EXCEPT AS PRECLUDED BY SNOW COVER, THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREASMUCH AS POSSIBLE TOWARDS VEGETATED AREAS AND AWAY FROM DRAINAGE WAYS.
REFER TO THE IDNR NPDES GENERAL PERMIT NO.
INTAKEBASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED.
IT IS RELEASED INTO THE STORM SEWER SYSTEM. METHODS INCLUDE: DEWATERING BAGS, ADDING FLOCCULANTS TO SILTY WATER ANDLUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS.
THE CONTRACTOR STAGING AREA FOR PORTABLE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENTATION ON THE SITE AT ALL TIMES. THE CONTROL MEASURES
CONTRACTOR TO LOCATE/RELOCATE SILT FENCING/COMPOST FILTER TUBES AS NECESSARY THROUGHOUT THE PROJECT TO CONTROLRESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS
CHEMICALS MUST BE PROTECTED BY A
ALL EXISTING STORM INTAKES WITHIN THE PROJECT AREA MUST BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. AREA
6 ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND KITTY LITTER. THE SPILL KIT SHALL BE RESTOCKED AS
DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERINGON-SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE SILT FENCE/COMPOST
FILTER TUBES AROUND STOCKPILED SOILS 6
IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES AND PARKING LOTS SHALL BE PERFORMED
. ALL NEW INTAKES MUST BE PROTECTED UPON INSTALLATION. THESE PROTECTION MEASURES
TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTIONON-SITE AND UNABLE TO USE THE WASHOUT AREA, THE CONTRACTOR SHALL DIG
A PIT FOR WASTE MATERIAL. CONTRACTOR TO HAULSEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSION/SEDIMENTATION CONTROL
MUSTREMOVE ALL TEMPORARY EROSION/SEDIMENTATION CONTROLS, NOT CALLED OUT TO REMAIN, AFTER SITE HAS BEEN STABILIZED AND
EROSION/SEDIMENTATION CONTROL MEASURES ARE REQUIRED REGARDLESS OF THE TIME OF YEAR. THIS PLAN AND ITS ASSOCIATEDWHICH INCLUDE WATER FLUSHED FROM WATER LINES, PAVEMENT WASHING (WHERE
NO SPILLS OR LEAKS HAVE OCCURRED, UNLESS
CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SILT FENCE OR OTHER EROSION/SEDIMENTATION CONTROL DEVICES TO
PLACING A FILTER FABRIC BARRIER AROUND THE PUMP INLET. THE COMBINATION OF THESE METHODS HELPS TO REMOVE SEDIMENTWHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE
TAKEN TO ENSURE THAT EROSION GULLIES DOSANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN (RELOCATE AS
MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITION. CLEAN SILT FROM FENCING/COMPOST FILTER TUBES ON A REGULARREQUIRED TO INSTALL A 12" COMPOST FILTER TUBE AROUND THE FACILITY
TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THECONCRETE, PAINT AND GROUT WASHOUT AREA: PROTECT WITH (2) 18" STACKED COMPOST FILTER TUBES. IF A PUMP TRUCK IS USED
PREVENTION PLAN, NPDES GENERAL PERMIT NO.2 SUBMITTAL REQUIREMENTS AND EROSION/SEDIMENTATION CONTROL TECHNICALNOT FORM. ONE METHOD IS TO PIPE THE WATER DIRECTLY INTO A STORM SEWER STRUCTURE.
WATER MUST BE FREE OF SEDIMENT
STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE STORMWATER POLLUTION
POLLUTION AND SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL,
EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSED OF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERALTHE SPILLED MATERIAL HAS BEEN CLEANED UP), VEHICLE WASHING, AND GROUNDWATER
(DEWATERING), SHOULD BE DIRECTED ASPREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENTATION CONTROLS AS REQUIRED TO CONTAIN MATERIALS
ON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BE
12" COMPOST FILTER TUBE AT ALL TIMES (RELOCATE AS REQUIRED FOR CONSTRUCTION). ALL REASONABLE PRECAUTIONS WILL BEOF THE SITE, SPRINKLING/IRRIGATION, VEGETATIVE COVER, MULCH, WINDBREAKS,
TILLAGE, STONE AND SPRAY-ON CHEMICAL SOIL
IDENTIFICATION OF ALLOWABLE NON-STORMWATER DISCHARGES: DURING CONSTRUCTION THE NON-STORMWATER DISCHARGES,
INTAKES SHALL BE PROTECTED BY A 12" COMPOST FILTER TUBE MAY BE SUBSTITUTED FOR SILT FENCE WHEN SLOPE OF GRADE IS LESS THAN 10%. COMPOST FILTER
BEFORE STOCKPILE IS RE-SPREAD. CONTRACTOR IS ALSO REQUIRED TO COVER ALL STOCKPILED SOILS IF RAIN IS FORECASTED.
REQUIRED FOR CONSTRUCTION). IN THE EVENT THAT PORTABLE RESTROOM FACILITIES ARE USED ON-SITE, THE CONTRACTOR ISCONTRACTOR AND IDENTIFIED ON THE PLAN (RELOCATE AS REQUIRED FOR CONSTRUCTION).
THE CONTRACTOR IS REQUIRED TO
WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 21 OR MORE CALENDAR DAYS, THE CONTRACTOR SHALL INSTALLSPILL KIT: THE LOCATION OF THE SPILL KIT MUST BE IDENTIFIED ON THE PLAN.
THE SPILL KIT SHALL BE A SEALED STORAGE SHED
BE CLEANED OUT WHEN THEY ARE 50% FULL. COMPOST FILTER TUBES
TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE
SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILL KIT. RELOCATE AS REQUIRED FOR
IDENTIFIED ON THE PLAN ARE A MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION/SEDIMENTATION CONTROL
FOR STORMWATER POLLUTION
STABILIZATION MEASURES NO LATER THAN THE 14TH DAY AFTER CONSTRUCTION ACTIVITY CEASED IN THAT AREA. REFER TO
FROM THE WATER. THE MOST COMMON METHOD INCLUDES PLACING CHITOSAN GEOTEXTILE TREATMENT BAGS WITHIN THE
OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY THE
DEWATERING BAG AND INSTALLING AN ADDITIONAL INTAKE PROTECTION BAG AT THE NEAREST DOWNSTREAM INTAKE.
ARE TO REMAIN IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE.
SCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED.
00 FOR REQUIRED STABILIZATION CONTROLS NOT SHOWN ON THIS PLAN.
REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS.
GRATED CURB
REQUIREMENTS FOR THE PERMIT MUST BE IMPLEMENTED DURING WINTER MONTHS AS WELL.
01 57 23, 01 57 23.10, 01 57 23.20, 01 57 23.30 AND 31 25 00
INTAKES SHALL BE PROTECTED BY INTAKE PROTECTION BAGS/FILTER SACKS.
A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIME CONTRACTOR.
5
5
CHANGED AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
MEASURES AS NECESSARY TO FULFILL THIS REQUIREMENT.
INSTALL A SIGN THAT DESIGNATES THE WASHOUT AREA.
MUST
2 FOR ALLOWABLE NON-STORMWATER DISCHARGES.
PRIOR TO DISCHARGING INTO THE STORM SEWER.
BASIS AS PER THE SPECIFICATIONS. SILT FENCES
FEATURES AT THE EARLIEST TIME PRACTICABLE.
APPROVED BY THE OWNER'S REPRESENTATIVE.
CLEANED OUT WHEN THEY ARE 33% FULL.
NOT DAMAGE UNDERGROUND UTILITIES.
PROTECTION BAG WITH CURB FILTERS
REFER TO SPECIFICATION SECTIONS
TUBES MUST BE STAKED IN PLACE.
SPECIFICATION SECTION 31 25
EROSION/SEDIMENTATION.
SPECIFICATIONS.
CONSTRUCTION.
20.21.
10.11.12.13.14.15.16.17.18.19.
2.4.
3.5.6.7.8.9.
1.
44
IMPLEMENTED ON A PER PHASE BASIS TO ALLOW FOR
CONTROL DEVICES IDENTIFIED ON THE PLAN WILL BE
UPON COMPLETION OF EACH PHASE AND APPROVAL
THE UNIVERSITY OF IOWA IS THE APPLICANT FOR
CONTRACTOR AND ALL SUB-CONTRACTORS ARE
BY THE OWNER'S REPRESENTATIVE, EROSION/
REQUIRED TO SIGN ON AS THE CO-APPLICANT.
MAXIMUM PEDESTRIAN ACCESS AND EASE OF
SEVERAL PHASES. EROSION/SEDIMENTATION
POST-DEVELOPMENT COEFFICIENT = 0.48
THIS PROJECT WILL BE CONSTRUCTED OVER
SEDIMENTATION CONTROL DEVICES MAY BE
THE NPDES GENERAL PERMIT NO. 2 AND THE
PRE-DEVELOPMENT COEFFICIENT = 0.43
ALL RECORDS SHALL BE SUBMITTED TO THE
CLOSEST SURFACE WATER ACCEPTING
CONTRACT FULFILLMENT REQUIREMENTS.
OWNER'S REPRESENTATIVE AS THEY ARE
WITH A MECHANICAL OR PNEUMATIC TAMPER.
FOR MACHINE INSTALLATION, POSTS SHALL BETOTAL DISTURBED AREA = 17.42 AC
EMBEDDED 28" BELOW THE TRENCH BOTTOM.
FOR TRENCH INSTALLATION, POSTS SHALL BE
PRODUCED. SEE SPECIFICATIONS FOR
DRIVING OVER EACH SIDE OF SILT FENCE 2-4
TOTAL PROJECT AREA = 19.03 AC
ALL COMPACTION SHALL BE ACCOMPLISHED
COMPACTION SHALL BE ACCOMPLISHED BY
SITE DISCHARGE = IOWA RIVER
EMBEDDED 28" BELOW GROUND LINE. ALL
TIMES WITH DEVICE EXERTING 60PSI OR
STAKED IN PLACE
COMPOST FILTER(STAKE EVERY 8'
TUBE TO BE
FOR ADDED
STABILITY)
SITE INFORMATION:REMOVED/RELOCATED.
SECURE TOP OF ENGINEERING
FOLDED ACROSS BOTTOM OF
ENGINEERING FABRIC SHALL
HAVE A MINIMUM 36" WIDTH.
ENGINEERING FABRIC TO BE 3
3
CONSTRUCTION.
AREA TO BEPROTECTED
FABRIC TO STEEL POST.
GENERAL NOTES:GREATER.
TRENCH.
2.
1.
TOP VIEW
W
O
L
F
F
O
N
O
I
FORESLOPE
T
GROUND LINE
C
ENGINEERING FABRIC TO
E
DISTURBED AREA
R
I
D
BOTTOM OF TRENCH
12" MIN DEPTH BY 4"
BE FOLDED ACROSS
TYPICAL SECTION SILT FENCE
MIN WIDTH TRENCH
PLACE COMPOST
PERPENDICULAR
FILTER TUBE
TO SLOPE
INSTALL GEOTEXTILE
3" MACADAM STONE
POST
WIRE
10' MIN
FILTER FABRICBELOW STONE
FRONT VIEW 2
2
NATIVE SOIL
COMPOST MATERIAL TO
6" MIN
BETWEEN THE TUBE
PLACE ADDITIONAL
AND THE GROUND
FABRIC
FILL THE SEAM
CORDGROUND LINE
5'-0" MIN
FENCE POST
"T" STEEL
EMBED
12"
19"
TWIST CORD AND PLACE AROUND
DETAILS OF SILT FENCE
POST, SECURE WITH WIRE.
CORD
POST
WIRE
SIDE VIEW
8' SPACING MAXTRENCH
BOTTOM
POST TOP VIEW
31"MIN
NOTE:
COMPOST
ENGINEERING
FILTER
STAKE
TUBE
1
1
GROUND
FABRIC
LINE
A
CB
ED
Illinois Firm Number: 184-000214
CONSTRUCTION DETAILS
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C6.10
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
AA
2
2
1
1
AA
A
CB
ED
Illinois Firm Number: 184-000214
CONSTRUCTION DETAILS
319.354.3040 | fax: 319.354.6921 | shive-hattery.com
2834 Northgate Drive | Iowa City, Iowa 52245
CONSTRUCTION
REDEVELOPMENT
HAWKEYE COURT
06/17/2013
101 HAWKEYE COURT
1123350
CAMPUS SOLUTIONS
IOWA CITY, IA 52246
Iowa | Illinois | Missouri
BALFOUR BEATTY
KEY PLAN
C6.20
PHASE I
PROJECT NO.:
ISSUED FORFIELD BOOK
APPROVED
DRAWN
DATE
6
6
5
5
44
3
3
2
2
1
1
A
CB
ED
Iowa | Illinois | Missouri
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