Attachment_C_-_Plans_(Wood_Super).pdf
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USDA
United States Department of Agriculture
Forest Service
EASTERN REGION
OTTAWA NATIONAL FOREST- BESSEMER RANGER DISTRICT
GOGEBIC COUNTY
MICHIGAN
FR 8100-0.4 OVER SOUTH BRANCH PRESQUE ISLE RIVER
BRIDGE REPLACEMENT
SOUTIIEl>H
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PROJECT LOCATION
PROJECT SITE
PROJECT LOCATION: FROM MARENISCO, Ml, TRAVEL SOUTH ON HWY 64 FOR 5.5 MILES
TO FR 8100. TURN RIGHT ON FR 8100 FOR 0.4 MILES TO REACH
THE PROJECT LOCATION.
STRUCTURE NUMBER: 090700000031028 (46.335, -89.797)
STRUCTURE DESCRIPTION:
101 FOOT THREE-SPAN BRIDGE CONSISTING OF A 44 FOOT MAIN
SPAN WITH GLULAM TIMBER STRINGERS, TWO 29 FOOT APPROACH
SPANS WITH LONGITUDINAL PANEL LAM DECKS, TIMBER PILE BENT
ABUTMENTS, AND STEEL SHELL PILE BENT PIERS.
DESIGN SPEED: 45 MPH
AADT: <200
i---SHEET G-01
C-01
INDEX OF SHEETS
SHEET TITLE
I COVER SHEET
f QUANTITIES & DESIGN DA�A
DATE
! 7/12/2019 r-;12/2019 f
, C-02 1 TEMPORARY TRAFFIC CONTROL PLAN 7112/2019 I i-------➔1--- - - - - - - - ---- - -----�------;
l C-03 i TYPICAL SECTIONS l-�12/��-
9 _j �I __ c_-0_4 ___ :_P_LA_N_A_N_D_P_R_o_F_IL _E _____________ l_ 111212019 _j I C-05 · PLAN OF STRUCTURE I 7112/2019 i L-------t---------- --------------!f---- -----'
I C-06 I MISCELLANEOUS DETAILS
I C-07 : SOIL BORINGS
r--- ------- 1 !
111212019 I -----;--------i j_!/121�_1_:_
UPE�...... U.P. ENGINEERS & ARCHITECTS, INC.
ENGINEERS & ARCHITECTS\.._ ENGINEERING ARCHITECTURE Pf..ANNING SIJRVEYING ENVIRONMENTAL
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RECOMMENDED BY:
FOREST ENGINEER
REGIONAL BRIDGE PROGRAM MANAGER
DISTRICT RANGER
FOREST SUPERVISOR
APPROVED:
R9 DIRECTOR OF ENGINEERING
SHEET 1 OF 8
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
7/1 2/1
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EASTERN REGION
FR 8100-0.4
OVER
S. BR. PRESQUE ISLE
RIVER
OTTAWA
NATIONAL FOREST
BESSEMER
RANGER DISTRICT
QUANTITIES
AND
DESIGN DATA
7/12/19
G.JUNTTILA
L.BRINKER
G.JUNTTILA
U28-19424
C-01
8 2
GENERAL NOTES:
EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL
MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FHWA STANDARD SPECIFICATIONS
FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.
THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH AASHTO:
"GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS (ADT <= 400) (2001)".
THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS
RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES
REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER.
THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF EXISTING BRIDGE, CONSTRUCTION OF
PROPOSED ABUTMENTS, PIERS, AND SUPERSTRUCTURE, CONSTRUCTION OF THE APPROACHES TO THE
LIMITS SHOWN, AND SLOPE RESTORATION.
PAVEMENT MARKINGS AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
THE STATIONING AS SHOWN ON THESE PLANS FOR THE INTERSECTION OF THE CENTERLINE OF THE BRIDGE
AND ROADWAY CENTERLINE IS BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME
OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE
REPORTED TO THE ENGINEER.
CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND THE UTILITY COMPANIES RELOCATION WORK
AT NO ADDITIONAL COST TO THE PROJECT.
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53, THE
CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE
NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE
THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF
THE "MISS DIG" ALERT SYSTEM.
WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
EXPECTED WATER LEVELS DURING CONSTRUCTION.
NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED
INTO THE WATER COURSE EXCEPT AS SHOWN ON THESE PLANS.
ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.
THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE
RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.
NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM
THE CONTRACTING OFFICER.
THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK BETWEEN MAY 15TH AND SEPTEMBER 15TH.
ALL PROPOSED TIMBER TO BE TREATED IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD
PROTECTION ASSOCIATION (AWPA) SPECIFICATIONS. TREATMENT SHALL COMPLY WITH THE REQUIREMENTS
OF THE CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT
PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS".
ALL ABRASIONS AND FIELD CUTS - APPROVED BY THE CO - SHALL BE CAREFULLY TRIMMED AND GIVEN
THREE BRUSH COATS OF THE MANUFACTURER RECOMMENDED FIELD TREATMENT SOLUTION. WHERE
APPROVED FIELD DRILLING OF BOLT OR NAIL HOLES IS REQUIRED, THE HOLES SHALL BE FILLED WITH
PRESERVATIVE PRIOR TO INSERTING THE FASTENERS.
HOT DIPPED GALVANIZED (H.D.G.) OR UNFINISHED HARDWARE SHALL MEET THE REQUIREMENTS OF AASHTO
M270, GRADE 36, WITH NUTS AND BOLTS CONFORMING TO ASTM A307, GRADE A. USE MALLEABLE IRON
WASHERS AGAINST WOOD UNLESS NOTED OTHERWISE.
THE WELDING OF PLATES FOR THE BEARING SHOES SHALL CONFORM TO AWS D1.1 AND SHALL USE E70XX
ELECTRODE AND THE SHIELDED METAL ARC WELDING PROCEDURE.
SUBMIT SHOP DRAWINGS FOR ALL BRIDGE COMPONENTS. SHOW ALL DIMENSIONS AND FABRICATION
DETAILS FOR ALL CUT OR BORED TIMBER. FIELD DRILLING OF HOLES SHALL NOT BE ALLOWED UNLESS
OTHERWISE NOTED ON THE PLANS.
DESIGN DATA:
LIVE LOAD:
DESIGN LIVE LOAD......................................................................................HL-93 STANDARD & MICHIGAN LEGAL
OVERLOAD CLASS......................................................................................................................MICHIGAN CLASS A
LOAD RATING DOCUMENTS SHALL BE SUPPLIED BY THE BRIDGE MANUFACTURER.
HYDRAULIC DATA:
100 YEAR FREQUENCY
DRAINAGE AREA.........................................................................................................................................51.8 SQ MI
Q100...............................................................................................................................................................1300 CFS
VELOCITY THRU STRUCTURE.....................................................................................................................3.45 FPS
BRIDGE OPEN AREA THRU STRUCTURE.............................................................................................661.60 SQ FT
FLOW AREA THRU STRUCTURE...........................................................................................................376.89 SQ FT
HIGH WATER ELEVATION...........................................................................................................................1556.45 FT
SCOUR CRITICAL CODE
MOBILIZATION15101 LPSM 1
ITEM NO. DESCRIPTION UNITS QUANTITY
SUMMARY OF PROJECT QUANTITIES
CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 MILE 0.09
SILT FENCE15702 LNFT 685
CLEARING AND GRUBBING, DISPOSAL METHOD F20102 ACRE 0.1
REMOVAL OF OLD STRUCTURE20304 LPSM 1
SELECT BORROW, COMPACTION METHOD 220407 CUYD 80
STRUCTURE EXCAVATION20801 CUYD 228
STRUCTURAL BACKFILL20803 CUYD 228
RIPRAP, CLASS IV25101 CUYD 100
GEOTEXTILE, TYPE IV, CLASS I25319 SYD 120
AGGREGATE BASE, GRADING D, COMPACTION METHOD B30103 CUYD 156
ASPHALT CEMENT, MICHIGAN STATE DOT GRADE LVSP40312 TON 198
FURNISH PILE DRIVING EQUIPMENT55151 LPSM 1
SEEDING, DRY METHOD62503 LPSM 1
MULCHING, DRY METHOD62509 LPSM 1
OBJECT MARKERS63306 EACH 4
TEMPORARY TRAFFIC CONTROL63501 LPSM 1
PAVEMENT REMOVAL20303 SYD 104
BRIDGE SUPERSTRUCTURE, TREATED TIMBER57106 LPSM 1
14 INCH DIA x 0.375 INCH STEEL SHELL CIP CONCRETE PILES, FURNISHED & DRIVEN55109 LNFT 600
BRIDGE SUBSTRUCTURE, TREATED TIMBER57105 LPSM 1
FOUNDATION DATA:
THE PILE REQUIRED NOMINAL DRIVING RESISTANCE SHALL BE AS SPECIFIED BY THE BRIDGE
MANUFACTURER.
SAW CUTTING AND JOINT SEALING41406 LNFT 96
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
7/1 2/1
9 1 5:
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EASTERN REGION
FR 8100-0.4
OVER
S. BR. PRESQUE ISLE
RIVER
OTTAWA
NATIONAL FOREST
BESSEMER
RANGER DISTRICT
TEMPORARY TRAFFIC
CONTROL PLAN
7/12/19
G.JUNTTILA
L.BRINKER
G.JUNTTILA
U28-19424
C-02
8 3PROJECT SITE
PROJECT LOCATION
TRAFFIC CONTROL PLAN - ROAD CLOSURE/DETOUR
TRAFFIC CONTROL PLAN KEY
SIGN
TYPE III BARRICADE
MOUNTED
ON TYPE III
BARRICADE
MOUNTED
ON BARRICADE
R11-4
W20-3
W20-3
R11-2
ALL DETOUR SIGNS, EXCEPT FOR THOSE MOUNTED @
TYPE III BARRICADES SHALL BE MOUNTED ON DRIVEN
POSTS AT A 7' BOTTOM HEIGHT
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HENRY LAKE
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HERON LAKE
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ORCHID LAKE
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BLUEJAY LAKE
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FOXPAW LAKE
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FEATHER LAKE
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KING LAKE
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JACK LAKE
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QUEEN LAKE
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SUMMIT LAKE
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MAYFLOWER LAKE
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TAPS LAKE
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HEART LAKE
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SUNDANCE LAKE
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RIDGE LAKE
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MINK LAKE
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KATIE LAKE
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BLUEBELL LAKE
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HONEYSUCKLE LAKE
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WELLINGTON LAKE
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ROAD CLOSED
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ROAD CLOSED TO THRU TRAFFIC
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ROAD CLOSED AHEAD
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350 FEET
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ROAD CLOSED AHEAD
DETOUR ROUTE
EXISTING TYPICAL SECTION (STA 8+83 - STA 9+49)
HMA APPROACH SECTION (STA 8+00 - STA 9+49)
(STA 10+51 - STA 12+50)
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
7/1 2/1
9 1 5:
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EASTERN REGION
FR 8100-0.4
OVER
S. BR. PRESQUE ISLE
RIVER
OTTAWA
NATIONAL FOREST
BESSEMER
RANGER DISTRICT
TYPICAL SECTIONS
7/12/19
G.JUNTTILA
L.BRINKER
G.JUNTTILA
U28-19424
C-03
8 4
EXISTING TYPICAL SECTION (STA 8+00 - STA 8+83)
(STA 11+01 - STA 12+50)
(STA 10+51 - STA 11+01)
BRIDGE SECTION - 29 FT APPROACH SPANS
BRIDGE SECTION - 44 FT MAIN SPAN
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6" AGGREGATE BASE, GRADING D, COMPACTION METHOD B
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3" ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LVSP
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REMARKS
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(AWI=220)
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PERFORMANCE GRADE
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RATE/SYD
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COURSE
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* HMA APPLICATION TABLE
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HMA BOND COAT
FOR INFORMATION ONLY
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0.05-0.15 GAL
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VARIES
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VARIES
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EX AGGREGATE BASE (6"-8" DEPTH)
PLAN GRADE
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SCALE: NTS
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SCALE: NTS
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BASE/ LEVEL
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TOP
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SLOPE RESTORATION (TYP.)
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SELECT BORROW, COMPACTION METHOD 2
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(TAPER PER PLAN)
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VARIES
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VARIES
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EX AGGREGATE BASE (6"-8" DEPTH)
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SCALE: NTS
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EX 3" ASPHALT
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(PLAN GRADE) APPLY (1) 1.5" LIFT BASE COURSE, TOP COURSE TO BE 1" @ EDGE OF DECK AND 3" @ . WATERPROOF MEMBRANE BETWEEN LIFTS
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TIMBER RAIL, CURB, AND SCUPPER ASSEMBLY
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3" ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LSVP
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6" PANEL-LAM DECK
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TIMBER RAIL, CURB AND SCUPPER ASSEMBLY
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3" ASPHALTIC CEMENT, MICHIGAN STATE DOT, GRADE LVSP
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
7/1 2/1
9 1 5:
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EASTERN REGION
FR 8100-0.4
OVER
S. BR. PRESQUE ISLE
RIVER
OTTAWA
NATIONAL FOREST
BESSEMER
RANGER DISTRICT
PLAN OF STRUCTURE
7/12/19
G.JUNTTILA
L.BRINKER
G.JUNTTILA
U28-19424
C-05
8 6
GENERAL PLAN OF STRUCTURE
STRUCTURE ELEVATION
GENERAL NOTES
FOREST ROAD 8100
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HORIZONTAL
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1" = 1' VERTICAL
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SCALE: 1" = 10'
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SCALE: 1" = 20'
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1. ALL SLOPES AROUND BRIDGE AND BEHIND GUARDRAIL SHALL BE STABILIZED WITH SLOPE RESTORATION ALL SLOPES AROUND BRIDGE AND BEHIND GUARDRAIL SHALL BE STABILIZED WITH SLOPE RESTORATION (TOPSOIL, SEED, MULCH AND FERTILIZER ACCORDING TO THE SUPPLEMENTAL SPECIFICATIONS). 2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14. 3. GEOTEXTILE LINER SHALL BE PLACED ON ALL SLOPES PRIOR TO PLACING RIPRAP. GEOTEXTILE LINER SHALL BE PLACED ON ALL SLOPES PRIOR TO PLACING RIPRAP. 4. REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE AT THE FRONT FACE OF THE REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE AT THE FRONT FACE OF THE ABUTMENT BACK WALLS.
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SURVEY AND CONSTRUCTION CENTERLINE
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EXISTING R.O.W.
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PROPOSED EDGE OF PAVEMENT
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CP1
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PROPOSED SLOPE STAKE LINE
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PROPOSED SLOPE STAKE LINE
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EDGE OF WATER
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EDGE OF WATER
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EXISTING TIMBER TO BE REMOVED
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OBS. WATER ELEV = 1554.32' (9-27-2017)
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PROP. BRIDGE ABUTMENT SEAT ELEV. = 1558.58'
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REF LINE B STA = 10+51 ELEV=1561.96'
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REF LINE A STA = 9+49 ELEV=1561.94'
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PROPOSED 46 " 12" GLULAM STRINGERS
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CP9
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PROPOSED TIMBER PIER CAP ON C.I.P. CONCRETE STEEL SHELL PILES (TYP) (12 TOTAL)
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EXISTING RIVER BOTTOM ELEV=1551.50'
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REF PT B STA = 10+51 ELEV=1561.96'
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REF PT A STA = 9+49 ELEV=1561.94'
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EXISTING TIMBER STRUCTURE
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PROP. EDGE OF GRAVEL SHOULDER
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SB-1
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SB-2
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RIPRAP, TYPE IV (TYP.)
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EXISTING GRADE
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PROPOSED GRADE
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SALVAGE & REPLACE RIVER NAME SIGN INCIDENTAL TO PAY ITEM
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ERECT RIGHT OBJECT MARKER SIGN
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ERECT RIGHT OBJECT MARKER SIGN
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ERECT LEFT OBJECT MARKER SIGN
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ERECT LEFT OBJECT MARKER SIGN
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EXISTING TIMBER STRUCTURE
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EXISTING EDGE OF ASPHALT
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EXISTING EDGE OF GRAVEL
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TYP
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TYP
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TYP
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ABUT.
AutoCAD SHX Text 1552.00'
AutoCAD SHX Text 1555.66'
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TYPICAL AT BOTH ABUTMENTS
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EXCAVATION IN THESE AREAS SHALL BE INCLUDED IN STRUCTURE EXCAVATION (TYP)
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RIPRAP, TYPE IV (TYP.)
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12" TIMBER PILE BENT
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TIMBER BACKING (TYP), PAID FOR AS: BRIDGE SUBSTRUCTURE, TREATED TIMBER
AutoCAD SHX Text PRE-ENGINEERED AND MANUFACTURED 12" DIA. TIMBER PILE BENTS (TYP) PAID FOR AS: TREATED STRUCTURAL TIMBER AND LUMBER
AutoCAD SHX Text PRE-ENGINEERED AND MANUFACTURED 12" DIA. TIMBER PILE BENTS (TYP) PAID FOR AS: BRIDGE SUBSTRUCTURE, TREATED TIMBER
AutoCAD SHX Text 1560.61
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1560.61 (+/-)
AutoCAD SHX Text 1558.45
AutoCAD SHX Text PROPOSED PRE-ENGINEERED AND MANUFACTURED 16" LONGITUDINAL PANEL-LAM DECK w/SHIPLAP JOINTS PAID FOR AS: BRIDGE SUPERSTRUCTURE, TREATED TIMBER
AutoCAD SHX Text PROPOSED PRE-ENGINEERED AND MANUFACTURED 6" PANEL-LAM DECK w/SHIPLAP JOINTS AND MIN 48" PANEL WIDTH PAID FOR AS: BRIDGE SUPERSTRUCTURE, TREATED TIMBER
AutoCAD SHX Text PROPOSED PRE-ENGINEERED AND MANUFACTURED TL-2 TIMBER RAIL, CURB, AND SCUPPER ASSEMBLY (TYP) PAID FOR AS: BRIDGE SUPERSTRUCTURE, TREATED TIMBER
AutoCAD SHX Text PROPOSED PRE-ENGINEERED AND MANUFACTURED 16" LONGITUDINAL PANEL-LAM DECK w/SHIPLAP JOINTS
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PROPOSED C.I.P. CONCRETE/STEEL SHELL PILES (TYP)
AutoCAD SHX Text PROPOSED 14 INCH DIA x 0.375 INCH STEEL SHELL CIP CONCRETE PILES, FURNISHED & DRIVEN
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SAW CUTTING AND JOINT SEALING (TYP @ PIERS AND ABUTMENTS)
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TIMBER PILE CAP PAID FOR AS: BRIDGE SUBSTRUCTURE, TREATED TIMBER
TIMBER PILE CAP PAID FOR AS: BRIDGE SUBSTRUCTURE, TREATED TIMBER
SOIL BORING No. 1 SOIL BORING No. 2
SOIL BORING PROFILE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
7/1 2/1
9 1 5:
LB
RI
NK
ER
U:
\U
-1
U
SD
A
FS
-F
R
B
RI
DG
E
RE
DE
SI
GN
\D
W
GS
\F R8
0 B
AS
E
_1
4_
.D
W G
EASTERN REGION
FR 8100-0.4
OVER
S. BR. PRESQUE ISLE
RIVER
OTTAWA
NATIONAL FOREST
BESSEMER
RANGER DISTRICT
SOIL BORINGS
7/12/19
G.JUNTTILA
L.BRINKER
G.JUNTTILA
U28-19424
C-07
8 8
SOIL BORING NOTES:
BRIDGE SOIL BORINGS BY:
AutoCAD SHX Text 1560.70' -
AutoCAD SHX Text 1560.45' -
AutoCAD SHX Text 1559.78'
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(FILL) SILTY SAND, BROWN FINE TO MEDIUM WITH GRAVEL, MOIST TO WET AT 7.0'
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TOP OF WATER
AutoCAD SHX Text 1554.32' -
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3" ASPHALT SURFACE
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AutoCAD SHX Text 1551.20' -
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(SM) SILTY SAND, BROWN, FINE, WET, MEDIUM DENSE
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AutoCAD SHX Text 1541.70' -
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(SM) SILTY SAND, BROWN, FINE TO MEDIUM, WITH GRAVEL, WET, DENSE
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AutoCAD SHX Text 1533.70' -
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(SP) POORLY GRADED SAND, BROWN, FINE TO MEDIUM, WITH GRAVEL, WET, MEDIUM DENSE
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AutoCAD SHX Text 1531.70' -
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(SM) SILTY SAND, BROWN, FINE TO MEDIUM, WITH GRAVEL, WET, DENSE
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AutoCAD SHX Text 1513.70' -
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(CL) SANDY LEAN CLAY, GRAY, WET, HARD
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E.P.P. ELEV = 1520.70' -
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(SC) CLAYEY SAND, BROWN, FINE TO MEDIUM, WITH GRAVEL, WET, DENSE
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AutoCAD SHX Text 1503.70' -
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AutoCAD SHX Text 1495.70' -
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(GM) SILTY GRAVEL, BROWN, WET, VERY DENSE
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END OF BORING REFUSAL
AutoCAD SHX Text 1560.40' -
AutoCAD SHX Text 1560.19
AutoCAD SHX Text 1558.40' -
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(FILL) SILTY SAND, BROWN, FINE TO MEDIUM WITH GRAVEL, MOIST TO WET AT 6.0'
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TOP OF WATER
AutoCAD SHX Text 1554.32' -
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AutoCAD SHX Text 1550.90' -
AutoCAD SHX Text (SM) SILTY SAND, GRAY, FINE TO MEDIUM, WET, VERY LOOSE, WITH GRAVEL, MEDIUM DENSE
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AutoCAD SHX Text 1545.40' -
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(SM) SILTY SAND, FINE, BROWN, LOOSE, WET, MEDIUM DENSE
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AutoCAD SHX Text 1525.40' -
AutoCAD SHX Text 1513.70' -
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(SM) SILTY SAND, BROWN, FINE TO MEDIUM, DENSE, WITH GRAVEL, WITH CLAY, WET
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AutoCAD SHX Text 1508.40' -
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AutoCAD SHX Text 1501.40' -
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END OF BORING
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GRANITE BOULDER, START OF CORE CORE RUN #1
AutoCAD SHX Text 1521.40' -
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GRANITE BOULDER, END OF CORE CORE RUN #1
AutoCAD SHX Text 1518.40' -
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(SC) CLAYEY SAND, BROWN, FINE TO MEDIUM, WITH GRAVEL, WET, DENSE
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(SM) SILTY SAND, BROWN, FINE TO MEDIUM, WITH GRAVEL, WET, MEDIUM DENSE
AutoCAD SHX Text 1495.40' -
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AutoCAD SHX Text 1501.40' -
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AutoCAD SHX Text 1501.40
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OVER 8" BASE COURSE
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2.5" ASPHALT SURFACE
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OVER BASE COURSE
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TRACE GRAVEL...
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....WITH GRAVEL
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....WITH CLAY, MEDIUM DENSE
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....GRAVELLY, VERY DENSE
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....MEDIUM DENSE
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E.P.P. ELEV = 1520.40'-
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T.S. ELEV = 1539.50'
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T.S. ELEV = 1539.50'
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HORIZONTAL
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1" = 10' VERTICAL
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SCALE: 1" = 40'
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PROJECT NAME
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AutoCAD SHX Text NUMBER IN CIRCLES DENOTE THE NUMBER OF BLOWS REQUIRED TO DRIVE A 2" O.D. SPLIT SPOON SAMPLER 3 SUCCESSIVE 6" INCREMENTS USING A 140 LB. HAMMER FALLING 30". WATER LEVELS MAY BE INFLUENCED BY RESIDUAL BORING WATER. THE SOIL BORING LOGS REPRESENT POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY IMPLIES THAT SUB SURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT LOCATION OF THE BORING. NOTE: T.S. = TOTAL SCOUR (ESTIMATED, 100 YR FLOOD) T.S. = TOTAL SCOUR (ESTIMATED, 100 YR FLOOD) E.P.P. = ESTIMATED PILE PENETRATION
AutoCAD SHX Text COLEMAN ENGINEERING COMPANY 635 CIRCLE DRIVE IRON MOUNTAIN, MI 49801 BORING DATES: NOVEMBER 11, 2016
DESCRIPTION OF MATERIAL SILTY SAND, BROWN, FINE TO MEDIUM, WITH GRAVEL AND CLAY, MOIST TO WET, LOOSE TO VERY DENSE.
| Sheets and Views |
| 34x22 EXPANDED |
| FR8100 C-01.pdf |
| Sheets and Views |
| 34x22 EXPANDED |
| FR8100 C-02.pdf |
| Sheets and Views |
| 34x22 EXPANDED |
| FR8100 C-03.pdf |
| Sheets and Views |
| C-03-TYPICALS |
| PLOT 24X36 |
| FR8100 C-04.pdf |
| Sheets and Views |
| PLAN AND PROFILE |
| PLOT 24X36 |
| PLOT 11X17 |
| FR8100 C-06.pdf |
| Sheets and Views |
| MISCELLANEOUS DETAILS |
| PLOT 24X36 |
| PLOT 11X17 |
| PLOT 8.5X11 |
| FR8100 C-05.pdf |
| Sheets and Views |
| PLAN OF STRUCTURE |
| PLOT 24X36 |
| PLOT 11X17 |
| FR8100 C-07.pdf |
| Sheets and Views |
| SOIL BORINGS |
| PLOT 24X36 |
| PLOT 11X17 |
| 2019-07-16T11:38:27-0500 | |
| Bryan Hewitt |
| 2019-07-16T15:17:08-0500 | |
| ANTHONY HOLLAND |
| 2019-07-17T08:31:09-0500 | |
| LINDA JACKSON |
| Regional Bridge Program Manager | |
| 2019-07-17T15:51:21-0400 | |
| JEFFREY DULKA |
| 2019-07-18T08:43:51-0500 | |
| JOSIAH KIM |
File details come from the government source that posted it.