Attachment 1 - Project Plans~3.pdf

TRAIL REHAB PHASE 1

PROJECT # IDNR-1-22-002

RTPS017

BLACKHAWK STATE HISTORIC SITE - ROCK ISLAND, ILLINOIS

VICINITY MAP

NOT TO SCALE

MAP PROVIDED BY GOOGLE

IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE

PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS

AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN

CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THE METHODS AND

MEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

ILLINOIS DEPARTMENT of

NATURAL RESOURCES

One Natural Resources Way Springfield, IL 62702-1271

PREPARED BY

UTILITY NOTE

THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE

NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE

OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER,

CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE

REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION

SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING

ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION,

PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE

CONTRACTOR, UTILITY COMPANY AND OWNER. SITE SAFETY, INCLUDING THE

AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES,

REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

CONTACTS

ILLINOIS DEPARTMENT of

NATURAL RESOURCES

OFFICE OF

REALITY & CAPITAL PLANNING

SITE LOCATION

Know what's below.

before you dig.Call

R

INDEX OF SHEETS

HAUBERG MUSEUM

46TH AVE (RTE 5)

ROCK ISLAND

ROCK RIVER

VERTICAL DATUM - NAVD 88 DATUM

DESCRIPTION

TBM-2 574.29

ELEVATION

MAGNAIL IN W. SIDE OF 18" TREE S. SIDE OF TRAIL AT

FIRST SET OF STAIRS AT BEND

1747487.5440

1747431.1241

1747386.8018

1747398.4553

1747384.4069

2186026.4835

2185893.5789

2185821.8870

2185703.6885

2185664.6764

MARKER "X"

REDHEAD

REDHEAD

REDHEAD

REDHEAD

HORIZONTAL CONTROL - NAD 83

POINT # NORTHING

1747531.0635

EASTING

2186677.3546

DESCRIPTION

0+00

1+00

1+99.31

B P

: 0+00.00

P I: 0+58.82

PI: 0+80.66

PI: 1+02.11

P I: 1+20.17

PI: 1+47.00

PI: 1+74.00

EP: 1+99.31

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY

WITH THE STANDARDS OF THE ILLINOIS DEPARTMENT OF NATURAL

RESOURCES, LATEST EDITIONS AND THE SPECIFICATION NOTES INCLUDED ON

THESE PLANS.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED

FROM AVAILABLE SURVEYS, REVIEW OF EXISTING PUBLIC RECORDS, AND FIELD

INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY.

IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY

NOT KNOWN OR SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

CONTACT EACH UTILITY COMPANY FOR THE FIELD LOCATION OF THEIR EXISTING

LINES IN OR NEARBY THE CONSTRUCTION AREA PRIOR TO BEGINNING ANY

CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL

EXISTING FACILITIES NOT CALLED OUT FOR REMOVAL, INCLUDING ANY NOT

SHOWN ON THESE DRAWINGS. ANY DAMAGE TO EXISTING FACILITIES CAUSED

BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

4. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE

PROPERLY DISPOSED OF OFF-SITE AND IN ACCORDANCE WITH ALL APPLICABLE

LAWS AND REGULATIONS.

5. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE )

PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE

REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS

REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE

PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION

DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL

SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION

ESTABLISHED.

GRADING NOTES

1. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE OR TOP OF DECK UNLESS

OTHERWISE STATED.

2. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS,

NOT ALLOWING WATER TO POND. DO NOT ALLOW WATER TO DRAIN OR TO POND

ONTO ADJOINING PROPERTY OR PUBLIC RIGHT-OF-WAY.

3. SITE RESTORATION SHALL BE IN ACCORDANCE WITH SECTIONS 250 AND 251 OF

THE STANDARD SPECIFICATIONS. REFER TO SPECIAL PROVISIONS FOR

ADDITIONAL INFORMATION AND SEED AND EROSION CONTROL BLANKET

REQUIREMENTS.

EROSION CONTROL NOTES

1. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE )

PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE

REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS

REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE

PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION

DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL

SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION

ESTABLISHED.

2. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL

LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION.

3. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.

4. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED

FOR LONGER THAN 21 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR

SHALL SEED ALL AREAS DISTURBED WITHIN 21 DAYS OF THE LAST

DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE

MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASS

OF UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER.

5. CONTRACTOR SHALL ADHERE TO THE ILLINOIS CONSTRUCTION SITE EROSION

CONTROL MANUAL.

6. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER

EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY.

7. SILT FENCE SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO

WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE.

8. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF

FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS

REQUIRED BY THE PERMIT.

9. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUT

SHOULD BE FILLED WITH CLEAN SOIL AND IDNR SEED MIXTURE.

10. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH

ADJACENT SEED MIXTURE OR IN-KIND.

AC ACRES

ASPH ASPHALT

B-B BACK TO BACK

BIT BITUMINOUS

BLDG BUILDING

BC BACK OF CURB

BW BOTTOM OF WALL

CL CENTERLINE

CONC CONCRETE

CY CUBIC YARD

DIA DIAMETER

DRV DRIVEWAY

E-E EDGE TO EDGE

EL ELEVATION

EP EDGE OF PAVEMENT

EX EXISTING

FL FLOWLINE

FS FINISH SURFACE

GRVL GRAVEL

GUT GUTTER

LF LINEAL/LINEAR FEET

LS LANDSCAPING

PCC PORTLAND CEMENT CONCRETE

PR PROPOSED

PVMT PAVEMENT

R RADIUS

RD ROAD

SF SQUARE FEET

SHLD SHOULDER

STD STANDARD

SW SIDEWALK

SY SQUARE YARD

TC TOP OF CURB

TEMP TEMPORARY

TW TOP OF WALL

OS OFFSET

PI POINT OF INTERSECTION

STA STATION

ABBREVIATIONS

ALIGNMENT/PROFILE/XSECTIONS

LIGHT POLE

SIGN

SPOT ELEVATION

L E G E N D

WOOD GUARD RAIL

EDGE OF WATER LINE/DITCH FL

DECIDUOUS TREE

CONTROL POINT

BOARDWALK SLOPE

CONTOUR

CENTERLINE

SILT FENCE

CONSTRUCTION LIMITS

TOPOGRAPHIC FEATURE AS NOTED

PROPOSED EXISTING

WALKING BOARDWALK

EDGE OF CONCRETE PERIMETER EROSION CONTROL

BARRIER

EROSION CONTROL LOG

SEDIMENT CONTROL

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Date:

Drawn By:

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ALL RIGHTS RESERVED

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19000789.37

TB-DF

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05-19-2025

C1.1 2 9

ELEVATION

SIDE VIEW

PROPOSED PEDESTRIAN BRIDGE

PROPOSED OUTLOOK

ALIGNMENT LAYOUT

ALIGNMENT TABLE

PROJECT # IDNR-1-22-002

RTPS017

PROPOSED BOARDWALK

PROPOSED WOOD POST & FOUNDATION

PROPOSED RETAINING WALL

46th AVE. (RTE 5)

HAUBERG

MUSEUM

PROJECT LOCATION

CONSTRUCTION ACCESS

USING THE EXISTING

SHORE TRAIL

EXISTING PARKING LOT

CLOSED TO THE PUBLIC

FOR CONTRACTOR

STAGING AND STORAGE

LOCATION MAP

CONTRACTOR STAGING AND ACCESS

SCALE: 1" = 200'± @ 22x34 th

S T.

SCHEDULE OF QUANTITIES

FOR INFORMATION ONLY

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

DECK

AutoCAD SHX Text

GRAVEL/DIRT

AutoCAD SHX Text

WOOD WALL

AutoCAD SHX Text 12"

AutoCAD SHX Text -2.38%

AutoCAD SHX Text

AutoCAD SHX Text 561.90

AutoCAD SHX Text ROLLED EXCELSIOR LOG SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 3" AND SOIL SHALL BE TAMPED AGAINST THE UPSTREAM SIDE TO ASSURE THAT STORM WATER IS FORCED THROUGH THE LOG, RATHER THAN UNDER IT

AutoCAD SHX Text

TAMP SOIL AT UPSTREAM SIDE

AutoCAD SHX Text

ZIP STRIP FASTENERS (SEE NOTE 3)

AutoCAD SHX Text

2' LONG STAKE ANGLED WITH DIRECTION OF FLOW

AutoCAD SHX Text

12" DIAMETER EROSION CONTROL LOG

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Wednesday, July 9, 2025 9:28:43 AM \\FILES\ACTIVE\PROJECTS\2019\19000789.37\DESIGN\CIVIL\C3D\SOURCE\19000789.37_ALIGN_PROFILE.DWG

AutoCAD SHX Text

STEEL "T" POST 6' O.C.

AutoCAD SHX Text

4' SNOW FENCE

AutoCAD SHX Text

4' SNOW FENCE

AutoCAD SHX Text

EXCELSIOR WATTLE SET IN TRENCH AT BASE OF FENCE

AutoCAD SHX Text

EXCELSIOR WATTLE SET IN TRENCH AT BASE OF FENCE

AutoCAD SHX Text

3" DEPTH TRENCH FOR WATTLE BEDDING

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

STEEL "T" POST 6' O.C.

56656

0+00

1+00

1+99.31

578.17

577.64

578.79

STA: 1+07.71

OS: 4.00R

STA: 1+18.63

OS: 4.00R

BACK OF EAST

ABUTMENT

STA: 1+73.60

BACK OF WEST

ABUTMENT

STA: 1+47.31

26.29' BK. TO BK.

OF ABUTMENTS

5'

47.31

73.60

0+00

7.

1.

8.

1.

8.

7.

8.

7.

7.

1+00

6.

6.

5.

6.

6.

6.

5.

7.

8.

7.

2+00

STA: 0+02.00

EL=578.79

P V

I S

TA

: 0 +0

2.

E L:

.7 9'

P V

I S

TA

: 0 +5

8.

E L:

.3 3'

P V

I S

TA

: 0 +7

5.

E L:

.7 2'

P V

I S

TA

: 0 +9

5.

E L:

.8 0'

P V

I S

TA

: 1 +3

9.

E L:

.8 0'

P V

I S

TA

: 1 +4

7.

E L:

.9 6'

P V

I S

TA

: 1 +4

7.

E L:

.6 1'

P V

I S

TA

: 1 +8

0.

E L:

.9 8'

P V

I S

TA

: 1 +8

4.

E L:

.2 0'

0.00% 1.98% 1.13%-0.81% -3.78% -4.48% 4.80%

EL=576.96

EL=577.61 EL=577.91

EXISTING PEDESTRIAN

BRIDGE, SUPPORT POSTS

AND APPURTENANCES TO

BE REMOVED COMPLETE

TO 12" BELOW EXISTING

GRADE. VOID TO BE FILLED

WITH CLEAN SOIL AND

SEEDED W/ IDNR SEED

MIXTURE

EXISTING WOODEN OUTLOOK, SUPPORT

POSTS AND APPURTENANCES TO BE

REMOVED COMPLETE TO 12" BELOW

EXISTING GRADE. VOID TO BE FILLED WITH

CLEAN SOIL AND SEEDED W/ IDNR SEED

MIXTURE

BEGIN PROJECT,

STA. 0+58.8

PROPOSED WOODEN

OUTLOOK, REFER TO

DETAILS SHEET S1.2

END PROJECT,

STA. 1+84.6

CENTERLINE OF

PROPOSED

BOARDWALK &

PROFILE GRADE

LINE

25.29' END TO END

PEDESTRIAN BRIDGE

TEMPORARY PERIMETER EROSION

CONTROL BARRIER (SILT FENCE OR

BIO-DEGRADABLE EROSION

CONTROL LOGS) OMIT WHERE

ROCK PROHIBITS INSTALLATION

PROPOSED

PEDESTRIAN BRIDGE

REFER TO DETAILS

SHEET S1.1

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19000789.37

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05-19-2025

C1.2 3 9

PROPOSED 5'-0" WIDE

BOARDWALK, REFER

TO DETAILS 6 & 7 / S2.1

26.98'

25.29'

17.21' 21.08'

21.37'

20.37'

21.83' 5.48'

1' TYP

1' TYP

EXISTING WOOD BRIDGE TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

PROPOSED 6x6 RAILING POST

AND FOUNDATION, REFER TO

DETAILS, SHEET S2.1 (TYP)

PROPOSED RAILING, REFER

TO DETAILS, SHEET S2.1

PROPOSED 3x12

RETAINING LUMBER,

REFER TO DETAIL 8 / S2.1

PROPOSED BOARDWALK

CENTERLINE PROFILE

REMOVE EXISTING CONCRETE

THAT INTERFERES WITH NEW

BOARDWALK AND RAILING

0.5'0.5'

PROJECT # IDNR-1-22-002

RTPS017

PROPOSED

BOARDWALK

2' BOARDWALK EXTENSION

FOR ACCESS TO OUTLOOK,

REFER TO ELEVATION 3 / S1.2

SEE SHEET C1.1 FOR LEGEND

CONSTRUCT 1'-6"Ø INTERMEDIATE RAIL

POST FOUNDATION TO SUPPORT

RETAINING TIMBERS AT MID SPAN

EX. BARRIER FENCE TO

BE REMOVED FROM EX.

BRIDGE TO EX. OUTLOOK

(48 FEET)

APPROXIMATE

GRADING LIMITS

1+07.71

0 5 10 15 200-5-10-15-20

1+18.63

0 5 10 15 200-5-10-15-20

0+60.00

0 5 10 15 200-5-10-15-20

0+75.00

0 5 10 15 200-5-10-15-20

0+90.00

0 5 10 15 200-5-10-15-20

1+00.00

0 5 10 15 200-5-10-15-20

1+25.00

0 5 10 15 200-5-10-15-20

7.

7.

7.

7.

6.

6.

6.

6.

6.

6.

5.

5.

6.

6.

OS=4.50R

EL=576.73

OS=4.50R

EL=576.73

OS=0.00

EL=576.80

1+21.00

0 5 10 15 200-5-10-15-20

1+30.00

0 5 10 15 200-5-10-15-20

5.

5.

5.

5.

OS=0.00

EL=576.80

OS=4.50R

EL=575.98

OS=4.50R

EL=575.98

1:2 1:1.2

1:8

1:5

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05-19-2025

C1.3 4 9

PROPOSED RAILING,

REFER TO DETAILS

6 & 7 / S2.1

PROPOSED

OUTLOOK, REFER

TO DETAILS SHEET

S1.2

PROPOSED RECYCLED

PLASTIC BASE LUMBER

AND TREATED DECK

BOARDWALK, REFER TO

DETAILS 6 & 7 / S2.1

PROPOSED RAILING,

REFER TO DETAILS

6 & 7 / S2.1

PROPOSED RAILING,

REFER TO DETAILS

6 & 7 / S2.1

PROPOSED RECYCLED

PLASTIC BASE LUMBER

AND TREATED DECK

BOARDWALK, REFER TO

DETAILS 6 & 7 / S2.1

PROPOSED RAILING,

REFER TO DETAILS

6 & 7 / S2.1

PROPOSED RECYCLED

PLASTIC BASE LUMBER

AND TREATED DECK

BOARDWALK, REFER TO

DETAILS 6 & 7 / S2.1

EX. GROUND

EX. GROUND

EX. GROUND

PROJECT # IDNR-1-22-002

RTPS017

PROPOSED 3x12

RETAINING BOARDS

REFER TO DETAILS

8 / S2.1

PROPOSED 3x12

RETAINING BOARDS

REFER TO DETAILS

8 / S2.1

PROPOSED 3x12

RETAINING BOARDS

REFER TO DETAILS

8 / S2.1

1+57.96

0 5 10 15 200-5-10-15-20

1+35.00

0 5 10 15 200-5-10-15-20

1+45.00

0 5 10 15 200-5-10-15-20

1+47.81

0 5 10 15 200-5-10-15-20

1+68.00

0 5 10 15 200-5-10-15-20

1+80.00

0 5 10 15 200-5-10-15-20

5.

5.

6.

6.

6.

6.

5.

5.

6.

6.

8.

7.

1+73.10

0 5 10 15 200-5-10-15-20

7.

7.

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05-19-2025

C1.4 5 9

PROPOSED RAILING,

REFER TO DETAILS

6 & 7 / S2.1

PROPOSED RECYCLED

PLASTIC BASE LUMBER

AND TREATED DECK

BOARDWALK, REFER TO

DETAILS 6 & 7 / S2.1

EX. GROUND

PROPOSED

PEDESTRIAN

BRIDGE, REFER TO

DETAILS SHEET S1.1

EARTH GRADING TO

MATCH EXISTING TRAIL

PROPOSED WEST

ABUTMENT, REFER TO

DETAILS, SHEET S2.1

PROPOSED EAST

ABUTMENT, REFER TO

DETAILS, SHEET S2.1

PROJECT # IDNR-1-22-002

RTPS017

PROPOSED 3x12

RETAINING BOARDS

REFER TO DETAILS

8 / S2.1

3/8" = 1'-0"2 PEDESTRIAN BRIDGE

1. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER, NOR THE PRESENCE

OF THE ENGINEER OR THEIR EMPLOYEES AND SUBCONSULTANTS AT THE

CONSTRUCTION SITE, SHALL RELIEVE THE CONTRACTOR AND ANY OTHER ENTITY

OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING BUT NOT

LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING

ALL PORTIONS OF THE CONSTRUCTION WORK IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY

ANY REGULATORY AGENCIES. THE ENGINEER AND THEIR PERSONNEL HAVE NO

AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR

OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR

ANY HEALTH OR SAFETY PRECAUTIONS. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR THE JOBSITE SAFETY. THE ENGINEER AND THE ENGINEER ’ S

CONSULTANTS SHALL BE MADE ADDITIONAL INSUREDS UNDER THE CONTRACTOR ’

S GENERAL LIABILITY INSURANCE POLICY.

2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND

COORDINATION OF ALL DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF

RECORD (EOR) PRIOR TO THE START OF CONSTRUCTION SO A CLARIFICATION CAN

BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS

OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT

THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR EOR.

3. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR

AT THE JOBSITE PRIOR TO CONSTRUCTION, START OF CONSTRUCTION, AND/OR

FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, OR

CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT DOCUMENTS,

THE EOR SHALL BE NOTIFIED FOR CLARIFICATION.

4. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND

REPAIR OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED

AS A RESULT OF NEW WORK.

5. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO

BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR

SHALL NOTIFY THE EOR PRIOR TO PROCEEDING WITH THE WORK.

6. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER

SCALED DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS.

7. TYPICAL DETAILS SHALL APPLY UNLESS SPECIFICALLY DETAILED OTHERWISE.

WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR

WORK.

8. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED

TO, BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OF RECORD

(SEOR) SHALL NOT INCLUDE INSPECTION OR APPROVAL OF THE ABOVE ITEMS AND

DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES

FOR THE ABOVE.

9. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS

UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED

BY THE SEOR.

10. BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, EACH BIDDER SHALL VISIT THE

PREMISES AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS,

TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND TYPE OF EQUIPMENT,

ETC. THE BID SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK WITHIN THE

EXISTING CONDITIONS.

GENERAL REQUIREMENTS

1. VERIFY ALL EXISTING LOCATIONS IN FIELD.

2. ALL DECK MATERIAL SHALL BE PRESERVATIVE TREATED (P.T.) LUMBER

SPECIFICALLY DESIGNED FOR DECKS AND OUTSIDE USE OR FOR USE IN

CONTACT WITH THE GROUND. DECKING COMPONENTS SHALL PROVIDE

SUPPORT FOR THE LOADS LISTED.

3. TO RESIST CORROSION FOR USE WITH PRESERVATIVE TREATED WOOD, THE

FOLLOWING IS REQUIRED:

· BORATE TREATED 2X LUMBER MAY NOT BE USED IN CONTACT WITH THE

GROUND.

· ALL SCREWS, BOLTS, NAILS, AND FASTENERS SHALL BE HOT-DIPPED

GALVANIZED (HSG IN ACCORDANCE WITH ASTM A-153, OR B-695, CLASS 55),

STAINLESS STEEL, POLYMER COATED, OR AN APPROVED SPECIAL COATED

FASTENER FOR USE WITH ALKALINE COPPER QUAT (ACQ) P.T. LUMBER.

4. ALL CONNECTIONS FROM POST TO JOIST/BEAM SHALL BE BY USE OF 5/8”

THROUGH BOLTS.

5. ALL CONNECTIONS BETWEEN DECK BOARDS AND JOISTS, BALUSTERS AND

RAILS, TOP RAIL CAP AND TOP RAIL AND POST, AND RAILS TO POST, SHALL BE

DECK MATE SCREWS OR APPROVED EQUAL FOR P.T. WOOD, AND TRAP EASE 3

SCREWS OR APPROVED EQUAL FOR FASTENING COMPOSITES.

DECKING BOARDS

1. ATTACH DECKING BOARDS TO DECK JOIST WITH TWO #8 SCREWS OR

PROPRIETARY FASTENERS INTENDED FOR P.T. WOOD. P.T. WOOD SHALL

RECEIVE DECK MATE SCREWS OR APPROVED EQUAL.

2. DECK BOARDS TO BE SPACED APPROXIMATELY 1/8” APART (EDGE-TO-EDGE).

3. EACH PIECE OF DECKING MUST BEAR ON AT LEAST 3 JOISTS.

RAIL POSTS

1. POSTS SHALL BE SIX-INCH BY SIX-INCH (6 x 6) OR FOUR-INCH BY FOUR-INCH (4 x 4) PRESSURE TREATED SPRUCE-PINE-FIR (SOUTH) #2 OR BETTER.

SITE RESTORATION

1. RESTORE ALL ITEMS DISTURBED BY CONSTRUCTION ACTIVITY TO A CONDITION

AS GOOD AS THE PREVIOUS CONDITION OR BETTER.

GENERAL NOTES

THIS PLAN WAS PREPARED BASED ON 2015 IBC CODES AND PORTIONS OF THE

MOST RECENT VERSIONS OF AISC STEEL CONSTRUCTION MANUAL 13TH

EDITION, AND THE NDS FOR WOOD CONSTRUCTION.

THIS PLAN IS BASED UPON THE FOLLOWING LOAD PARAMETERS:

PLATFORM: LIVE LOAD = 60 PSF

HANDRAIL: LIVE LOAD = 50 PLF, LIVE POINT LOAD = 200 LB

WIND: SPEED = 115 MPH EXPOSURE C

LOADS:

MATERIALS:

GENERAL:

CODES:

THIS PLAN IS BASED UPON THE FOLLOWING MATERIAL PROPERTIES:

WOOD: ALL DIMENSIONAL LUMBER SHALL BE PRESSURE TREATED

SPRUCE-PINE-FIR (SOUTH) #2 OR BETTER UNLESS NOTED

ON THE PLAN. TREATMENT TO BE STANDARD AS PROVIDED

BY THE SUPPLIER.

FASTENERS AND ALL FASTENERS AND CONNECTORS IN CONTACT WITH

CONNECTORS: PRESSURE TREATED LUMBER SHALL BE TYPE 304

STAINLESS STEEL OR TYPE 316 STAINLESS STEEL. ALL

CARRIAGE BOLTS TO BE ASTM A307 OR BETTER.

6x6 BOARDWALK 6x6 BASE LUMBER FOR THE BOARDWALK SHALL BE

BASE LUMBER FIBERGLASS REINFORCED RECYCLED PLASTIC,

STRUCTURAL GRADE WITH AN ULTRAVIOLET STABILIZER

TO HELP AGAINST DEGRADATION. THE COLOR FOR THE

BASE LUMBER SHALL BE SUBMITTED TO TO THE IDNR

REGIONAL ENGINEER FOR APPROVAL PRIOR TO

INSTALLATION.

FRAMING:

ALL FRAMING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF APPLICABLE

BUILDING CODE. ALL CONNECTIONS OR MEMBERS NOT SHOWN ARE PER CODE OR

THE GENERAL CONTRACTOR/OWNER. PROVIDE SOLID BLOCKING TO TRANSMIT

LOADS TO THE FOUNDATION AS NECESSARY. REFER TO THE CODE FOR

ADDITIONAL REQUIREMENTS.

LIMITATIONS:

THIS PLAN IS ONLY A FOUNDATION AND FRAMING DESIGN. IT IS THE

CONTRACTORS/OWNERS RESPONSIBILITY TO VERIFY AND COORDINATE ALL

DIMENSIONS PRIOR TO CONSTRUCTION. THIS PLAN IS BASED ON THE ABOVE

REFERENCED SPECIFICATIONS. ANY DISCREPANCIES OR CHANGES SHOULD BE

BROUGHT TO THE ATTENTION OF THE ENGINEER.

3/8" = 1'-0"1 WOODEN OUTLOOK

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IMEG Project No:

Date:

Drawn By:

Checked By:

Sheet of

D E

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COPYRIGHT

ALL RIGHTS RESERVED

C

19000789.37-Overlook Structural.dwg

Field Book No:

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19000789.37

TB-DF

AAG

05-19-2025

S0.1 6 9

REINFORCING STEEL

CAST-IN-PLACE CONCRETE

INTENDED USE 28-DAY

STRENGTH (PSI)

MAX W/C

RATIO A/E SLUMP

FOOTINGS

FOUNDATIONS

0.45 0.45

N/A 5-8%

1"-4" 1"-4"

4. INTERNALLY VIBRATE ALL CAST-IN-PLACE CONCRETE .

5. CONCRETE SHALL NOT BE PERMITTED TO DROP MORE THAN 5 FEET.

6. NOTIFY THE SEOR 48 HOURS MINIMUM PRIOR TO ALL POURS.

7. THE DESIGN AND ENGINEERING OF FORMWORK, AS WELL AS ITS

CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMS

SHALL BE DESIGNED TO HAVE SUFFICIENT STRENGTH TO SAFELY WITHSTAND

THE LOADS RESULTING FROM PLACEMENT AND VIBRATION OF THE CONCRETE,

AND SHALL ALSO BE DESIGNED FOR SUFFICIENT RIGIDITY TO MAINTAIN

SPECIFIED TOLERANCES. CONTRACTOR SHALL SUBMIT DETAILED FORMWORK

SHOP DRAWINGS TO THE AOR TO BE REVIEWED FOR GENERAL COMPLIANCE

WITH THE DESIGN CONCEPT ONLY.

8. NO CONCRETE SHALL BE PLACED ONTO OR AGAINST SUBGRADES CONTAINING

FREE WATER, FROST, ICE OR SNOW.

1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH

THE AMERICAN CONCRETE INSTITUTE "ACI DETAILING MANUAL" (SP-066) EXCEPT

AS OTHERWISE SHOWN, NOTED OR SPECIFIED.

2. CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL

CONFORMING TO THE FOLLOWING STANDARDS:

DEFORMED BARS ASTM A615, GR60 Fy = 60 KSI WELDED

3. MINIMUM CONCRETE COVER SHALL BE PROVIDED AS SHOWN ON THE PLAN

DETAILS.

4. BAR SPLICES SHALL BE PROVIDED WITH 48 BAR DIA. LAP

5. PROVIDE ADEQUATE TIES FOR ALL REINFORCING BARS AND STIRRUPS IN

CONCRETE FOUNDATIONS. ANCHOR BOLTS, DOWELS, REINFORCING STEEL,

INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.

CONCRETE BLOCKS SHALL ONLY BE USED TO SUPPORT REINFORCING OFF GRADE.

6. SUPPORTS FOR REINFORCEMENT SHALL HAVE CLASS 2 PROTECTION AS DEFINED

IN THE CRSI MANUAL OF STANDARD PRACTICE, UNO.

7. CUTTING OF REINFORCING WHICH CONFLICTS WITH EMBEDDED OBJECTS IS NOT

ACCEPTABLE EXCEPT AS DETAILED.

8. REINFORCING BARS SHALL BE BENT COLD, AND NO METHOD OF FABRICATION

SHALL BE USED WHICH WOULD BE INJURIOUS TO THE MATERIAL. HEATING OF BARS

FOR BENDING IS NOT PERMITTED.

9. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS

INDICATED ON THE DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER.

10. SUBMIT SHOP DRAWINGS FOR FABRICATION AND PLACEMENT OF REINFORCING

STEEL. INCLUDE SCHEDULES AND DIAGRAMS OF BENT BARS AND SHOW

ARRANGEMENT OF REINFORCEMENT. ENGINEER'S REVIEWS WILL BE FOR

COMPLIANCE WITH DESIGN REQUIREMENTS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUANTITIES.

1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE

INSTITUTE PUBLICATIONS: ACI 117, ACI 301, ACI 305.1, ACI 306.1, ACI 308.1, ACI

318 AND SP-066, UNO.

2. CONCRETE MATERIALS SHALL CONFORM TO:

CEMENT ASTM C150, TYPE I OR II

FLY ASH ASTM C618, TYPE C OR F

FINE AND COARSE AGGREGATE ASTM C33

LIGHTWEIGHT AGGREGATE ASTM C330

WATER POTABLE

AIR-ENTRAINING ADMIXTURE ASTM C260

WATER-REDUCING ADMIXTURE ASTM C494

3. CONCRETE STRENGTHS SHALL BE AS SHOWN :

RTPS017

2" x 8" PRESSURE

TREATED DECKING

4x4 WALKWAY

PRESSURE TREATED

SUPPORT POST AND

RAIL POST

(2) 2x6 PRESSURE TREATED

SUPPORT BEAMS, (1) EACH

SIDE OF POST

5'-31 4" 5'-0" 5'-0" 5'-0" 5'-31

4"

6' -6

2" x 6" PRESSURE

TREATED CAP RAIL

(2) 2x6 PRESSURE

TREATED RAIL

BOARDS, REFER TO

SECTION X / SX.X

5' -0

" C

LE

A R

4x4 WALKWAY

PRESSURE TREATED

SUPPORT POST AND

RAIL POST

(2) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL)

(3) 2x6 PRESSURE

TREATED BLOCKING

25'-61

2" END TO END DECK

26'-61

2" BACK TO BACK OF ABUTMENTS

6" 6" 6"6"

CONCRETE ABUTMENT

AND CAISSON, REFER

TO PLAN & SECTION 1

& 2 / S2.1

5' -3

" O U

T

TO

O U

T (4

) 2 x6

P R

E S

S U

R E

T R

E A

TE

D

J O

IS

TS

2x6 PRESSURE

TREATED RAIL

BOARD

(2) 2x6 PRESSURE

TREATED SUPPORT

BEAMS, (1) EACH

SIDE OF POST

4x4 WALKWAY

PRESSURE TREATED

SUPPORT POST AND

RAIL POST

3' -6

5'-13

4" (TYP)

2" x 6" PRESSURE

TREATED CAP RAIL

(4) 2x6 PRESSURE

TREATED JOISTS,

REFER TO SECTION

3 / S1.1

24'-101 4"

25'-31 2"

4" 13

4"

2"

2"

(2) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL)

2x6 PRESSURE

TREATED RIM

JOISTS

2x6 PRESSURE

TREATED

BLOCKING

EL. 577.91EL.

577.61

1' -7

POWDER COATED

WELDED WIRE MESH W/ 1"

FRAME, 2"x2" OPENINGS.

POWDER COATED

2"x1"x1

8" TUBE STEEL

TOP AND BOTTOM RAIL

ATTACH TO TOP & BOTTOM

RAIL PER MANUFACTURER'S

WRITTEN INSTRUCTIONS

(1) 3 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL EACH

POST)

4' -0

" M

IN

CONCRETE POST

FOUNDATION,

REFER TO

SECTION 3 / S2.1

3' -0

1'

-0

2"

3' -0

1'

-0

2"

2x6 TREATED

BEARING PLATE

2x6 TREATED

RIM JOIST

4"

BOARDWALK

BOARDWALK

CONCRETE ABUTMENT

AND CAISSON, REFER

TO PLAN & SECTION 1

& 2 / S2.1

+1.13% SLOPE

(2) 2x6 PRESSURE

TREATED SUPPORT

BEAMS, (1) EACH

SIDE OF POST

5'-0" CLEAR

2"

2' -4

"3' -6

POWDER COATED

WELDED WIRE MESH W/ 1"

FRAME, 2"x2" OPENINGS.

4x4 WALKWAY

PRESSURE TREATED

SUPPORT POST AND

RAIL POST

2x6 PRESSURE

TREATED RAIL

BOARDS, FASTEN W/

(2) #12 WOOD SCREWS

2x6 TREATED CAP

RAIL, ATTACH TO

POST W/ (3) #12 x 4"

WOOD SCREWS

(2) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL)

4"

3"

2x6 PRESSURE

TREATED BLOCKING

OR RIM JOIST, SEE

ELEVATION 1 / S1.1

EXISTING

GROUND

(4) 2" x 6" PRESSURE

TREATED JOISTS

1'-31 2" 1'-31

4" 1'-31 2"

4' -0

" M

IN

2" x 8" PRESSURE

TREATED DECKING

5'-61

2" C. TO C. POSTS

2" POWDER COATED

2"x1"x1

8" TUBE STEEL

TOP AND BOTTOM RAIL

ATTACH TO TOP & BOTTOM

RAIL PER MANUFACTURER'S

WRITTEN INSTRUCTIONS

(1) 3 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL EACH

POST, TOP & BOT.)

1'-31 4"

CONCRETE POST

FOUNDATION,

REFER TO

SECTION 3 / S2.1

S1.1

1/2" = 1'-0"

2 PEDESTRIAN BRIDGE

PLAN

1/2" = 1'-0"

1 PEDESTRIAN BRIDGE

ELEVATION

3/4" = 1'-0"3 TYPICAL SECTION

N o.

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File Name:

IMEG Project No:

Date:

Drawn By:

Checked By:

Sheet of

D E

S C

R

IP

TI

O

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A

TE

COPYRIGHT

ALL RIGHTS RESERVED

C

19000789.37-Overlook Structural.dwg

Field Book No:

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19000789.37

TB-DF

AAG

05-19-2025

S1.1 7 9

(4) 5 8"Ø THRU-BOLTS

W/ WASHERS AND NUT

(INTERIOR POSTS)

(2) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (3 LOCATIONS),

REFER TO SECTION

4 / S1.2

(1) 2x8 PRESSURE

TREATED SUPPORT

BEAM

(2) 2x8 PRESSURE

TREATED SUPPORT

BEAM

6x6 PRESSURE

TREATED OUTLOOK

SUPPORT POST AND

RAIL POST

6' -0

6'

-0

5'-23 4" 5'-23

4"

'-0

'-7

" O . T

O O

10'-11"

10'-4" O. TO O.

(6) 2x8 JOISTS

(2) 2x8 PRESSURE

TREATED SUPPORT

BEAM

2x8 PRESSURE

TREATED RIM JOIST

2" x 8" PRESSURE

TREATED DECKING

2" x 8" SEAT

SUPPORTS

(3) 2x8 PRESSURE

TREATED SEAT

BOARDS, TYPICAL

FULL LENGTH OF

WEST SIDE ONLY

2" x 8" SEAT

SUPPORT

(2) 2x6 PRESSURE

TREATED RAIL

BOARDS, REFER TO

SECTION (3 SIDES)

6x6 PRESSURE

TREATED OUTLOOK

SUPPORT POST AND

RAIL POST

2x6 PRESSURE TREATED

RAIL BOARD ON

EXTERIOR OF POSTS

2" x 8" PRESSURE

TREATED CAP RAIL

4x4 PRESSURE

TREATED OUTLOOK

SUPPORT POST AND

RAIL POST

2x8 PRESSURE

TREATED

CROSS

BRACING

(6) 2" x 8" PRESSURE

TREATED JOISTS,

REFER TO SECTION

2x8 PRESSURE

TREATED RIM JOIST

(2) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYP)

3' -6

4"

4' -0

" M

IN

5' -7

1'

-7 1 4"

5'-23 4" 5'-23

4"

POWDER COATED

WELDED WIRE MESH W/ 1"

FRAME, 2"x2" OPENINGS.

POWDER COATED

2"x1"x1

8" TUBE STEEL

TOP AND BOTTOM RAIL

ATTACH TO TOP & BOTTOM

RAIL PER MANUFACTURER'S

WRITTEN INSTRUCTIONS

POST FOOTING,

REFER TO DETAIL

3 / S2.1

CONCRETE ABUTMENT (4) 5 8"Ø

THRU-BOLTS

W/ WASHERS

AND NUT (TYP)

APPROX. EX.

GROUND

6x6 PRESSURE

TREATED OUTLOOK

SUPPORT POST AND

RAIL POST

2x6 PRESSURE

TREATED RAIL BOARD,

FASTEN W/ (2) #8

WOOD SCREWS

2x6 TREATED TOP

RAIL, ATTACH TO

POST W/ (3) #12 x 3"

WOOD SCREWS

(2) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL)

(6) 2" x 8" PRESSURE

TREATED JOISTS

2" x 8" PRESSURE

TREATED DECKING

2x8 PRESSURE

TREATED SEAT

SUPPORTS

(3) 2x8 PRESSURE

TREATED SEAT

BOARDS

2x8 PRESSURE

TREATED SEAT

CONT. FACE1'-101

2"

4"

1' -6

(2) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL)

(4) 5 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL)

2x8 PRESSURE

TREATED SUPPORT

BEAMS, (4) EACH

SEE PLAN

9'-111 2"

10'-11"

2"

2' -4

5'-23 4"

2'-0" NOM.

POWDER COATED

WELDED WIRE MESH W/ 1"

FRAME, 2"x2" OPENINGS.

POWDER COATED

2"x1"x1

8" TUBE STEEL

TOP AND BOTTOM RAIL

ATTACH TO TOP & BOTTOM

RAIL PER MANUFACTURER'S

WRITTEN INSTRUCTIONS

(1) 3 8"Ø THRU-BOLTS

W/ WASHERS AND

NUT (TYPICAL EACH

POST)

1 2"

POST FOOTING,

REFER TO DETAIL

3 / S2.1

3' -6

APPROX. EX.

GROUND

(6) 2" x 8" PRESSURE

TREATED JOISTS,

REFER TO SECTION

(2) 2x8 PRESSURE

TREATED SUPPORT

BEAM

(2) 2x8 PRESSURE

TREATED SUPPORT

BEAM, BOARDWALK

EXTENSION TO

BEAR ON EXTERIOR

SUPPORT

(1) 2x8 PRESSURE

TREATED SUPPORT

BEAM

2x8 PRESSURE

TREATED RIM JOIST

2x8 PRESSURE

TREATED CROSS

BRACING

2x6 PRESSURE TREATED

RAIL BOARD ON

EXTERIOR OF POSTS

2" x 8" PRESSURE

TREATED CAP RAIL

3' -6

2"

2' -4

2"

EXISTING

GROUND

2" x 8" PRESSURE

TREATED DECKING

6x6 PRESSURE

TREATED OUTLOOK

SUPPORT POST AND

RAIL POST

8"Ø THRU-BOLTS W/

WASHERS AND NUT ,

REFER TO ELEVATION

1 / S1.2

POWDER COATED

WELDED WIRE MESH W/ 1"

FRAME, 2"x2" OPENINGS.

POWDER COATED

2"x1"x1

8" TUBE STEEL

TOP AND BOTTOM RAIL

ATTACH TO TOP & BOTTOM

RAIL PER MANUFACTURER'S

WRITTEN INSTRUCTIONS

POST FOOTING,

REFER TO DETAIL

3 / S2.1

6'-0" 6'-0"

5'-0" BOADWALK EACH

SIDE OF OUTLOOK 2'-0"

7'-0" BOARDWALK

AT OUTLOOK

T.O.DECK

576.73

T.O.DECK

576.61

T.O.DECK

576.67

RETAINING

BOARDS, REFER

TO DETAIL 8 / S2.1

S1.2

1/2" = 1'-0"

2 OUTLOOK PLAN

1/2" = 1'-0"1 OUTLOOK SOUTH ELEVATION

3/4" = 1'-0"4 OUTLOOK TYPICAL SECTION

1/2" = 1'-0"3 OUTLOOK WEST ELEVATION

N o.

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File Name:

IMEG Project No:

Date:

Drawn By:

Checked By:

Sheet of

D E

S C

R

IP

TI

O

N D

A

TE

COPYRIGHT

ALL RIGHTS RESERVED

C

19000789.37-Overlook Structural.dwg

Field Book No:

P H

: 3

.7

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FA

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19000789.37

TB-DF

AAG

05-19-2025

S1.2 8 9

(4) #4 HOOPS @

EQUAL SPACING

2"CL

3" C

L

1'-0" DIA. CAISSONS,

REFER TO PLAN

(4) #6 BARS

#4 STIRRUPS

@ 12" O.C.

(3 ) 3

'-0 " C

A

IS

S O

N S

1' -0

2"

6" 6"

4x4 TREATED END

POST ANCHORED TO

OUTSIDE JOIST W/ (2)

8"Ø THRU-BOLTS W/

WASHERS AND NUT

(TYPICAL)

(1) #4 BAR

#4 BARS W/ STD.

HOOK @ 12" O.C.

STD HOOK AT

TOP #6 BARS

2x6 TREATED

BEARING PLATE

W/ (4) 12"Ø x 12"

ANCHOR BOLTS

6' -6

9" 2'

-6

2' -6

9"

1'-0"

6" 6"

(3) 12" DIA.

CAISSONS

6" (3

) S P

A C

E S

'-1 0"

6"

2"Ø x 12"

ANCHOR

BOLTS

4"

#4 HOOPS

@ 12" O.C.

1'-0" DIA.

4' -0

1"

SIMPSON STRONG TIE

STANDOFF POST BASE

W/ (1) 5 8"Ø EPOXY

ANCHOR BOLT W/ 12"

MIN. EMBEDMENT

4x4 TREATED

WOOD POST

(4) 10d NAILS

(4 ) H

O O

P S

IN

T

O P

2"

#4 HOOPS

@ 12" O.C.

2"CL

3" C

L

(1) 5 8"Ø EPOXY

ANCHOR BOLT W/

12" MIN.

EMBEDMENT

1'-0" DIA.

(4) #5 BARS,

EQUALLY

SPACED

BEVEL TOP OF

CONCRETE 12"

TO DRAIN

BASE PLATE

4' -0

" B E

LO

W

G R

A D

E O

N R

IG

H

T S

ID

E

O F

B O

A R

D W

A

LK

1"

BASE PLATE W/ (4) 3 4"Ø

EPOXY ANCHOR BOLT

W/ 9" MIN. EMBEDMENT

6x6 TREATED

WOOD POST

(4 ) H

O O

P S

IN

T

O P

2"

#4 HOOPS

@ 12" O.C.

2"CL

3" C

L

1'-6" DIA.

1'-6" DIA.

(4) 3 4"Ø EPOXY

ANCHOR BOLT W/ 9"

MIN. EMBEDMENT

TRIM CORNERS OF

POST AS REQUIRED TO

INSTALL IN BASE PLATE

(4) #5 BARS,

EQUALLY

SPACED

BEVEL TOP OF

CONCRETE 12"

TO DRAIN

4' -4

" N O

M

IN

A L

O N

L E

FT

S

ID

E

O F

B O

A R

D W

A

LK

∠3x3x3 8 x 0'-6"

1/4

4"Ø THRU FOR A.B.

HSS 6x6x1 4 x 0'-6"

4"Ø THRU

FOR A.B.

∠3x3x3 8 x 0'-6"

HSS 6x6x1 x 0'-6"

EQ EQ

E Q

E Q

HSS 6x6x1 x 0'-6"

4"Ø THRU FOR A.B.

L 3x3x3/8x0'-6"

1/4

BASE PLATE ISO VIEW

BASE PLATE WELD DETAIL

2"Ø THRU USE 12"x4" FULL

SHANK LAG SCREW FOR

POST ATTACHMENT.

2"Ø THRU

FOR A.B.

EQ EQ

2"6"

BASE PLATE PLAN

POWDER COATED

WELDED WIRE MESH W/ 1"

FRAME, 2"x2" OPENINGS.

2x6 PRESSURE TREATED

RAIL BOARDS, FASTEN

W/ (4) #12x 4" WOOD SCREWS PER JOINT 2x8 TREATED CAP

RAIL, ATTACH TO

POST W/ (3) #12 x 4"

WOOD SCREWS

POWDER COATED

2"x1"x1

8" TUBE STEEL

TOP AND BOTTOM RAILATTACH TO TOP & BOTTOM

RAIL PER MANUFACTURER'S

WRITTEN INSTRUCTIONS

BASE PLATE W/ (4) 3 4"Ø

EPOXY ANCHOR BOLT W/

9" MIN. EMBEDMENT,

REFER TO DETAIL 5 / S2.1

6x6 TREATED

WOOD POST

2x6 PRESSURE TREATED RAIL

BOARDS, FASTEN W/ (2) #12 WOOD

SCREWS EDGE OF CAP RAIL AND

FACE OF TOP RAIL SHALL BE

SCREWED TOGETHER AND FLUSH

WITH EACH OTHER.

SCREW CAP RAIL TO

TOP RAIL #12-4" WOOD

SCREWS WITH 12" O.C.

2x8 TREATED CAP RAIL

3" x 12" (ACTUAL)

PRESSURE

TREATED DECKING

6"x6" x 5'-0" LONG PLASTIC

LUMBER @ 5'-0" O.C.

REFER TO SHEET S0.1

FOR MATERIAL NOTE

APPROX. EXISTING

GROUND, REFER TO

CROSS SECTIONS

POST FOUNDATION,

REFER TO DETAIL 4 / S2.1

5'-0" MAX TYP

EQUAL SPACES BETWEEN BENDS

5'-1" to 5'-9" O.C. (SEE SPACING NOTE)

6x6 x 5'-0" LONG

RECYCLED PLASTIC

LUMBER @ 5'-0" O.C.

3' -6

1" TO 33

4", SPACE

BETWEEN POST AND

MESH ASSEMBLY

MAY VARY WITH

POST SPACING MESH ASSEMBLY

2' -4

4"

2"

7"

5'-0" BOARDWALK

1.5%

PROFILE

GRADE LINE

C/L BOARDWALK

FILL TO SUBGRADE

WITH COMPACTED

EXCAVATED OR

FURNISHED

MATERIAL

EXCAVATE TO SUBGRADE

AS REQUIRED AT EACH

6"x6" BASE LUMBER

1"

BASE PLATE W/ (4) 3 4"Ø

EPOXY ANCHOR BOLT

W/ 9" MIN. EMBEDMENT

6x6 TREATED

WOOD POST

(4 ) H

O O

P S

IN

T

O P

2"

#4 HOOPS

@ 12" O.C.

2"CL

TRIM CORNERS OF

POST AS REQUIRED TO

INSTALL IN BASE PLATE

SOLID ROCK:

IF ROCK IS FOUND AT THE

SURFACE, THE CONTRACTOR

SHALL DRILL 2' INTO ROCK FOR

THIS INSTALLATION.

EARTH EXCAVATION

FOR INSTALLATION,

BACKFILL AFTER

CONCRETE SETS.

(4) #5 BARS,

EQUALLY SPACED,

EPOXY ANCHORED

INTO ROCK W/ 6"

MIN. EMBED

2' -0

" M

IN

BEVEL TOP OF

CONCRETE 12"

TO DRAIN

6x6 TREATED

WOOD POST

6x6 x 5'-0" LONG

PLASTIC LUMBER @

5'-0" O.C. REFER TO

SHEET S0.1 FOR

MATERIAL NOTE

APPROX. EXISTING

GROUND, REFER TO

CROSS SECTIONS

POST

FOUNDATION,

5'-0" BOARDWALK

1.5%

PROFILE

GRADE LINE

C/L BOARDWALK

3"x12" RETAINING TIMBERS

ANCHORED AT EACH POST

FOUNDATION WITH (3) 3 8"

TAPCON SCREWS

SUPPORT ENDS OF

6x6 ON RETAINING

LUMBER

FILL VOID WITH

COMPACTED

EXCAVATED OR

FURNISHED MATERIAL

N o.

R E

V

IS

IO

N

S

File Name:

IMEG Project No:

Date:

Drawn By:

Checked By:

Sheet of

D E

S C

R

IP

TI

O

N D

A

TE

COPYRIGHT

ALL RIGHTS RESERVED

C

19000789.37-Overlook Structural.dwg

Field Book No:

P H

: 3

.7

.0

FA

X : 3

.7

.5 w w w .im eg co rp .c om

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Ill in oi s

D es ig n

Fi rm

R eg is tra tio n

#1

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FO

U

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19000789.37

TB-DF

AAG

05-19-2025

S2.1 9 9

1" = 1'-0"2 ABUTMENT SECTION3/4" = 1'-0"1 ABUTMENT PLAN

S2.1

1" = 1'-0"

3 TYPICAL POST FOUNDATION

DETAIL

SECTION

PLAN

1" = 1'-0"

4 TYPICAL RAIL POST

FOUNDATION DETAIL

SECTION

PLAN

1 1/2" = 1'-0"

5 RAIL POST BASE PLATE

DETAIL

3/4" = 1'-0"6 BOARDWALK RAILING

ELEVATION 3/4" = 1'-0"7 BOARDWALK & RAILING

SECTION

S2.1

SPACING NOTE

CONTRACTOR SHALL DETERMINE IN

THE FIELD THE FINAL POST SPACING

FOR THE RAILING PRIOR TO

FABRICATING THE MESH ASSEMBLIES

1" = 1'-0"

9 TYPICAL RAIL POST

FOUNDATION DETAIL

(IF COMPETENT ROCK

ENCOUNTERED)

TYPICAL POST

FOUNDATION SIMILAR

PROJECT # IDNR-1-22-002

RTPS017

3/4" = 1'-0"8 BOARDWALK SECTION W/

RETAINING BOARDS