COLDWATER DWGS VOL 1of5 - THRU ARCH.pdf

FORMAT SPECIFICATIONS PREPARED FOR THIS PROJECT.

NOT BE PART OF THE "MISS DIG" SYSTEM.

CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY

FULL WORKING DAYS PRIOR TO EACH EXCAVATION. THIS DOES NOT RELIEVE THE

6. THE CONTRACTOR SHALL NOTIFY "MISS DIG" (1-800-482-7171) AT LEAST THREE (3)

UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED.

RECOMMENDATIONS FOR THE INSTALLATIONS OF ALL MATERIALS AND EQUIPMENT,

5. CONTRACTOR SHALL COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS AND

4. THESE PLANS SHALL BE USED IN CONJUNCTION WITH THE WRITTEN OUTLINE BOOK-

ARE USED IN THEIR WORK.

GENERAL CONTRACTOR THAT NO ASBESTOS OR OTHER HAZARDOUS PRODUCTS ARE

THAT THIS REQUIREMENT HAS BEEN MET. SUBCONTRACTORS SHALL VERIFY TO THE

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CERTIFY TO THE PROFESSIONAL

INSTALLED ON THIS PROJECT OR USED DURING THE CONSTRUCTION OF THE PROJECT.

3. NO PRODUCTS CONTAINING ASBESTOS OR OTHER HAZARDOUS MATERIALS SHALL BE

ACCORDANCE WITH THE INSTRUCTIONS OF THE PROFESSIONAL.

NEEDED INFORMATION OF EXISTING CONDITIONS. FINAL INSTALLATION SHALL BE IN

NOTIFY THE PROFESSIONAL IMMEDIATELY AND PROVIDE ALL

WORK IN ACCORDANCE WITH THE PLANS / SPECIFICATIONS, THE CONTRACTOR SHALL

2. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE

ELEVATIONS AND CONDITIONS IN THE FIELD.

1. CONTRACTOR IS OBLIGATED TO VERIFY AND/OR ESTABLISH ALL DIMENSIONS,

GENERAL NOTES:

NOT TO SCALE

COLDWATER WELCOME CENTER

I-69 NB (MILE MARKER 6)

LOCATION MAP

BRANCH COUNTY

COLDWATER, MICHIGAN 49036

M.D.O.T.

COLDWATER, MICHIGAN

WELL & FILTRATION SYSTEM

FROM THE ORIGINAL CONTRACT AMOUNT UNTIL THE PROJECT IS COMPLETED.

SPECIFICATIONS OR AN AMOUNT OF $500.00 PER DAY WILL BE DEDUCTED

ALL WORK MUST BE 100% COMPLETED BY THE DATE(S) INDICATED IN THE

DTMB FILE NO. 591/19213.CDP

REPLACEMENT / BUILDING ADDITION

MDOT PROGRAM NO. 209317EPE

Jones & Henry Engineers, Ltd.

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CIP

CISP

DIP

SP

CU

PVC

PPVC

RCP

CAST IRON PIPE

CAST IRON SOIL PIPE

DUCTILE IRON PIPE

STEEL PIPE

COPPER TUBING OR PIPING

POLYVINYL CHLORIDE PIPE

PERFORATED POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

C

CL

CW

SSP STAINLESS STEEL PIPE

CORRUGATED METAL PIPECMP

CPP CONCRETE PRESSURE PIPE

HDPE HIGH DENSITY POLYETHYLENE

PE

PP

POLYETHYLENE

POLYPROPYLENE

SERVICE

PIPING ABBREVIATIONS

GAS LINE (OFF SITE)

ELECTRICAL (UNDERGROUND)*

TELEPHONE (UNDERGROUND)*

SIGNAL (UNDERGROUND)*

STORM SEWER

SANITARY SEWER

CABLE (UNDERGROUND)

COLD CITY WATER

CHLORINE SOLUTION

EFFLUENT WATER

HOT CITY WATER

NATURAL GAS

PLANT WATER

ROOF DRAIN

FUEL OIL

SPARE

FU

G

HW

NG

PW

RD

SA

S

SPA

ST

T

E

EW

MANHOLE (ALPHA DESIGNATION REFERS TO UTILITY

TYPE, "U" IS "UNKNOWN" TYPE)

POWER POLE OR TELEPHONE POLE

LIGHT POLE

FIRE HYDRANT OR YARD HYDRANT

VALVE

CLEAN OUT

IRON PIN (OR LABELED POST, MARKER ETC.)

CATCH BASINS

SOIL BORING

TOPOGRAPHY LEGEND

FENCE LINE

CENTER LINE

PROPERTY LINE

X X X X X X X X X X

ALPHA DESIGNATION REFERS TO SERVICE/UTILITY TYPE, NUMERICAL DESIGNATION REFERS TO PIPE NOMINAL

DIAMETER. LINES WITH NO NUMERICAL DESIGNATION ARE OF UNKNOWN SIZE.

* AERIAL LINES, IF SHOWN, ARE DESIGNATED WITH LOWER CASE LETTERS

** FOR ELLIPTICAL SEWERS, THE VERTICAL DIMENSION (RISE) IS CALLED OUT FIRST FOLLOWED BY THE HORIZONTAL DIMENSION (SPAN). EXAMPLE : 45X35 (RISE x SPAN) THE VERTICAL DIMENSION IS 45", THE HORIZONTAL

DIMENSION IS 35".

*** INCLUDES THE REMOVAL OF ALL SPECIFIED STRUCTURES AND APPURTENANCES.

TOPOGRAPHY LINES:

SYMBOLS:

SILT FENCE

YARD PIPING LEGEND

ST54 ST54 LARGE DIAMETER SERVICE/UTILITY LINES (ANY TYPE)**

SERVICE/UTILITY LINE TO BE ABANDONED

SERVICE/UTILITY LINE TO BE REMOVED***SA8 SA8 SA8

SA8 SA8 SA8

NEW SERVICE/UTILITY LINE

LARGE DIAMETER NEW SERVICE/UTILITY LINE

SA8 SA8 SA8

54" SANITARY SEWER

SA8 SA8 SA8

6" CONCRETE SIDEWALK

Control Point

Benchmark

STANDARD ABBREVIATIONS

ALUM. ALUMINUM

BM BENCH MARK

BF BLIND FLANGE

BLDG. BUILDING

C/C CENTER TO CENTER

BLDH. CONCRETE

DIA. DIAMETER

DWG. DRAWING

EMB. EMBEDMENT

EW EACH WAY

EF EACH FACE

ECC. ECCENTRIC

EL. ELEVATION

E EAST

EXIST. OR (E) EXISTING

F FLANGE

' OR FT. FEET OR FOOT

GAL. GALLON

GYP. GYPSUM

GR. GRADE

HOR. HORIZONTAL

" OR IN. INCH

ID INSIDE DIAMETER

INV. EL. INVERT ELEVATION

MAX. MAXIMUM

MH MANHOLE

MJ MECHANICAL JOINT

MIN. MINIMUM

N NORTH

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PE PLAIN END

R RADIUS

S SOUTH

SCH. SCHEDULE

SH. SHEET

SS STAINLESS STEEL

ST. STREET

STA. STATION

T&B TOP AND BOTTOM

TYP. TYPICAL

VERT. VERTICAL

W WEST

W/ WITH

NOTE:

ALL NOTES ON THE DRAWINGS BEAR THE SAME IMPORTANCE. SOME NOTES AND DIMENSIONS

ARE BOLD TO AID IN READING THE DRAWINGS IN AREAS OF HIGH GRAPHIC DENSITY.

NOTE:

ACCURACY OF EXISTING ELEVATIONS AND DIMENSIONS IS NOT GUARANTEED.

FIELD VERIFY BEFORE CONSTRUCTION.

GRAVEL FILL

EARTH

BLOCK

CONCRETE

SPECIAL BACKFILL

EXISTING MATERIAL

MUD MAT

RIGID INSULATION

ROCK

BRICK

CHECKERED PLATE

GRATING

STRUCTURAL LEGEND

SERVICE/UTILITY LINE (ANY TYPE)*

Number Of Detail In Section

Sheet Number On Which Detail Is Shown

Number Of Section

Sheet Number On Which Section Is Cut

Sheet Number On Which Section Is Shown

Number Of Section

Sheet Number On Which Detail Is Shown

Number Of Detail In Plan

Number Of Detail

Sheet Number On Which Detail Is Taken

( Sections Lettered Are Shown On Same Sheet )

= Elevation View

( Details Lettered Are Shown On Same Sheet )

Gate, Knife Gate, Butterfly Or Globe Valves

Plug Valve

Ball Valve

Check Valve

Note:

Symbols Also Used For Piping Isometric Diagrams

Existing Piping

Existing Piping Or Equipment To Be Removed (if Yard Piping, Abandon And Remove As Required)

New Piping

A

SECTION

DETAIL

DELINEATION OF SECTIONS

DELINEATION OF BLOW - UP DETAILS

VALVE SYMBOL LEGEND PIPING AND EQUIPMENT LEGEND

MATERIAL

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LOCATION MAP

EXISTING LEGEND

BENCHMARKS

DATUM: NAVD88

BM "A":

CHISELED X ON LIGHT POLE BASE 16'± EAST AND 60'± NORTH OF NE BUILDING CORNER.

ELEV = 990.01

BM "B":

CHISELED X ON NE CORNER OF TRANSFORMER PAD 1'± WEST AND 53'± SOUTH OF SE BUILDING

CORNER.

ELEV = 987.43

UTILITY NOTES

1. ALL FRANCHISE UTILITIES (GAS, FIBER, CABLE, UG ELEC., TELE.) SHOW ARE BASED ON MISS DIG

MARKINGS LOCATED AT TIME OF SURVEY UNLESS NOTED OTHERWISE.

2. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS

DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO

THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY

RESPONSIBLE FOR DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO

THE START OF CONSTRUCTION.

BEARING REFERENCE

BEARINGS ARE BASED ON PROJECT COORDINATE SYSTEM:

MICHIGAN STATE PLANE COORDINATE SYSTEM, NAD83 (CONUS) (MOL) (GRS80), SOUTH ZONE 2113, INTERNATIONAL FEET, GROUND (LAT: 41°50'57.93"N, LON: 84°59'40.14"W, ELEV: 991, SCALE

FACTOR: 0.9999789622)

COLDWATER WELCOME CENTER

TOPOGRAPHIC

SURVEY

SURVEYOR

PROFESSIONAL

SURVEYOR

NO.

44284

UG-EL

EC

UG-EL

EC

UG-EL

EC

UG-EL

EC

UG-EL

EC

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

S

S

S

S

S S

S S

ST

8" SANITARY

EXIT BUILDING AT

INV. EL. = 986.50

NEW

TREATMENT

BUILDING

4" BACKWASH

WASTE PIPE

3" FINISHED

WATER (MIN.

5'-0" BURY)

NEW 3" RAW

WATER LINE

NEW CONCRETE DRIVE

APPROX. 1,860 S.F.

NEW WELL.

SEE DETAIL

THIS SHEET.

8" SANITARY

NEW BRUSH LINE. REMOVE

TREES AS REQUIRED FOR

NEW LAGOON EXCAVATION

NEW CHAIN

LINK FENCE

X X

X X

X X

X

X X

X

1:1

1:1

1:1

1:1

4'-0"

SCALE: 1" = 20'-0"

SA

SA

CW

CW

BORING

LOCATION 2

BORING LOCATION 1

4' WIDE CONCRETE

SPLASH PAD. SEE

DETAILS SHEET C501

8" CLEANOUT

CONNECT TO EXISTING 8"

SANITARY. CUT EXISTING

FOR NEW 8"x8" WYE AND

INSTALL CLEANOUT.

EX. INV. EL. = 985.89

A

A

ABANDON EXISTING WELL

PER SPEC SECTION 33 29 00

8" CO

EXISTING

MECHANICAL

ROOM

BY

OTHERS

BY

CONTRACTOR

SITE PLAN

NEW WATER AND SANITARY TO

BE D.I.P. AND ENCASED IN 6"

CONCRETE UNDER DRIVEWAY.

EL. = 990.8

EL. = 989.65 EL. = 988.50

EL. = 987.60

8'-0" MIN.

WIDTH

DRIVEWAY

REMOVE EXISTING

30" OAK TREE

BACKWASH

DRYING

BED

INSTALL SILT FENCE PER

DETAIL ON SHEET C501

X X

X NEW 8'

SLIDE GATE

NEW CONCRETE

BOLLARDS (TYP. OF 4)

MATCH

EXISTING

ELEVATION

REMOVE EXISTING SIDEWALK

AND REPLACE WITH WIDENED

6" CONCRETE PAVEMENT DETAIL

SHOWN ON SHEET C501

4' 5' 15' 5' 4'

EXISTING EXISTING

T/O LAGOON BIRM

EL. 988.00

1' FREEBOARD

MAX. WATER LEVEL

EL. 987.00

NTS

SECTION A-A

B/O LAGOON

EL. 983.00

Jones & Henry Engineers, Ltd.

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Scott Goodsell Typewritten Text

APPROVED EXCAVATED MATERIAL IN

UNPAVED AREAS UNLESS OTHERWISE

DIRECTED

BED PIPE IN GRANULAR BEDDING MATERIAL

HAND TAMPED IN 6" LAYERS TO A MINIMUM OF

1'-0" ABOVE PIPE

NOTE:

UNDER EXISTING SEWERS, WATER LINES,

GAS LINES, TELEPHONE CABLE AND

ELECTRICAL CONDUITS, BACKFILL WITH

GRANULAR BEDDING MATERIAL TO THE

CENTERLINE OF THE EXISTING UTILITY LINES.

UNDISTURBED EARTH

OR ROCK

EXISTING PAVEMENT, SAW CUT

STRAIGHT EDGE

NTS

TRENCH DETAIL FOR FLEXIBLE PIPE

SP

EC

IA

L B

AC

KF

ILL

U

N

DE

R

PA

VE

M

EN

T, D

RI

VE

S, W

AL

KS

O

R W

H

ER

E O

RD

ER

ED

O.D.

1'- 0"

M in

6" M in

SEE PAVEMENT DETAILS

FOR PAVEMENT SECTIONS

TOP SOIL PER SPECIFICATION

SECTION 31 23 00

"U"

(At Top Of Pipe)

OD+16"

"U"*

* NOTE:

"U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES IN

ACCORDANCE WITH ASTM D-2321 AND D-2774.

PIPE OD

0" To 14"

TRENCH SCHEDULE

OD+20"14.1" To 28"

OD+24"28.1" To 48"

OD+30"48.1" To 70"

NTS

4" OR 6" PVC OR PLASTIC WYE FITTING

TO MATCH LEAD

NOTE:

CLEANOUTS TO BE PLACED IN GREENBELT

AREA (NOT PAVED AREA).

4" OR 6" PVC PLASTIC RISER

(LENGTH AS REQ'D.)

4" OR 6" PVC 45° BEND AS REQUIRED

PLASTIC CAP WITH SQUARE NUT

FLOW

SEWER LEAD AS SPECIFIED

TOPSOIL & SAND

SANITARY SEWER LEAD CLEANOUT

GREENBELT

2"=1'-0"

NOTES:

1. ALL MATERIALS SHALL BE PER SPECIFICATION SECTION 32 31 13 AND SHALL BE

GALVANIZED.

2. ALL END & GATE POSTS BRACED HORIZONTAL WITH 15

8" O.D. STEEL PIPE

SECURELY TRUSSED.

3. PROVIDE MFR'S STANDARD FOR VERTICAL & HORIZONTAL BRACING, AND

LATCH & PROVISIONS FOR OWNERS LOCK.

4. SLIDE GATE TO BE 8'-0" WIDE, WITH 1.90" O.D. STEEL PIPE FRAME.

5. ELECTRICAL EQUIPMENT ABOVE 600 VOLTS SHALL HAVE A SIMILAR FENCED

ENCLOSURE. THIS FENCING SHALL BE GROUNDED.

8" O.D. SCH. 40 STEEL PIPE LINE POSTS, MAX.

SPACING 10'-0" C/C & FITTED WITH CAPS (ENDS,

CORNERS, & PULL POSTS SHALL BE 27

8" O.D. STD.

SCH. 40 STEEL)

WOVEN WIRE SHALL BE PER SPECIFICATION

SECTION 32 31 13

8" O.D. STEEL PIPE

RAILS (TYP.)

CHAIN LINK FENCE DETAIL

1'- 6"

3' -0

6' -0

9" MIN. DIAMETER CONC.

ENCASEMENT, 3'-0" MIN. DEPTH

CROWN CONCRETE

8"Ø TRUSS ROD

WHERE REQ'D.

OPTIONAL

SECTION A-A

GRD. EL. 988.00

DRYING BED

EL. 983.00

#4@12 EW,

CENTERED

4" INV. EL. 989.67

4" BACKWASH WASTE

90° AND 45° BEND

24 MESH SS SCREEN

FROM FILTER BACKWASH

WASTE

LAGOON INLET SPLASH PAD DETAIL

4"=1'-0"

MAXIMUM WATER

LEVEL EL. 987.00

1'-0" MINIMUM

UNDISTURBED GROUND

2" M

IN

3" M

AX

6" GALVANIZED STEEL PIPE POST (FILL

WITH CONCRETE). PROVIDE PVC, UV

RESISTANT, SAFETY YELLOW COVER

2"=1'-0"

CROWN AND FINISH CONCRETE

2" PREMOLDED

MASTIC

GUARDPOST DETAIL

6" CONCRETE ENCASEMENT

4' -0

4'

-0

6" M

IN

P-1

VALVE BOX

Level Contour No SlopeGeotextile

Joining Sections Of Silt Fence

Flow

Geotextile

Note:

Flat Slope In Front Of Barrier.

ASTM D 3786

ASTM D 1682

0.3 GAL./MIN./FT.² MAX.

190 P.S.I. MINIMUM

90 LB. MINIMUM

TEST METHODVALUESFABRIC PROPERTIES

GRAB TENSILE STRENGTH

MULLEN BURST STRENGTH

SLURRY FLOW RATE

EQUIVALENT OPENING SIZE 40-80 US STD. SIEVE CW-02215

ASTM-G-2690% MINIMUMULTRAVIOLET RADIATION STABILITY

NTS

SILT FENCE

ELEVATION

NOTES:

1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE BEGINS.

2. ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS IN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS WHICH MAY CARRY SMALL CONCENTRATED FLOWS TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH.

3. TO PREVENT WATER PONDED BY THE SILT FENCE FROM FLOWING AROUND THE ENDS, EACH END SHALL BE CONSTRUCTED UPSLOPE SO THAT THE ENDS ARE AT A

HIGHER ELEVATION.

4. WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.

5. WHERE POSSIBLE, VEGETATION SHALL BE PRESERVED FOR 5 FT. (OR AS MUCH AS POSSIBLE) UPSLOPE FROM THE SILT FENCE. IF VEGETATION IS REMOVED, IT SHALL BE

REESTABLISHED WITHIN 7 DAYS FROM THE INSTALLATION OF THE FENCE.

6. SOIL STOCKPILES OR OTHER SOURCES OF SEDIMENT SHALL HAVE SILT FENCE PROTECTION.

7. THE SILT FENCE SHALL BE PLACED IN A TRENCH CUT A MINIMUM OF 6" DEEP. THE TRENCH SHALL BE CUT WITH A TRENCHER, CABLE LAYING MACHINE, OR OTHER

SUITABLE DEVICE WHICH WILL ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH.

8. THE SILT FENCE SHALL BE PLACED WITH THE STAKES ON THE DOWN SLOPE SIDE OF THE GEOTEXTILE AND SO THAT 8" OF CLOTH ARE BELOW THE GROUND SURFACE.

EXCESS MATERIAL SHALL LAY ON THE BOTTOM OF THE 6" DEEP TRENCH. THE TRENCH SHALL BE BACK FILLED AND COMPACTED.

9. SEAMS BETWEEN SECTIONS OF SILT FENCE SHALL BE OVERLAPPED WITH THE END STAKES OF EACH SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND.

10. MAINTENANCE-- SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IF RUNOFF OVER TOPS THE SILT FENCE, FLOWS UNDER OR AROUND THE ENDS, OR IN ANY OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE:

A. THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED.

B. ACCUMULATED SEDIMENT SHALL BE REMOVED.

C. OTHER PRACTICES SHALL BE INSTALLED.

CRITERIA FOR SILT FENCE MATERIALS:

1. FENCE POSTS - THE LENGTH SHALL BE A MINIMUM OF 32" LONG. WOOD POST WILL BE 2" X 2" HARDWOOD OF SOUND QUALITY. THE MAXIMUM SPACING BETWEEN

POSTS SHALL BE 10 FT.

2. SILT FENCE FABRIC (SEE CHART BELOW):

10'-0" (Max.)

1'- 4"

(M in

1'-

4" (M in

5'-0" (Min.)

6" (M in

APPROVED EXCAVATED MATERIAL IN

UNPAVED AREAS UNLESS

OTHERWISE DIRECTED

BED PIPE IN GRANULAR BEDDING

MATERIAL HAND TAMPED IN 6" LAYERS TO

A MINIMUM OF 8" ABOVE PIPE

NOTE:

UNDER EXISTING SEWERS, WATER

LINES, GAS LINES, TELEPHONE CABLE

AND ELECTRICAL CONDUITS, BACKFILL

WITH GRANULAR BEDDING MATERIAL

TO THE CENTERLINE OF THE EXISTING

UTILITY LINES.

UNDISTURBED EARTH

OR ROCK

NTS

TRENCH DETAIL FOR SHALLOW PIPING

O.D. 8" M in

1'- 0"

M in

TOP SOIL PER SPECIFICATION

SECTION 31 23 00

"U" (At Top Of Pipe)

OD+16"

"U"*

* NOTE:

"U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES IN

ACCORDANCE WITH ASTM D-2321 AND D-2774.

PIPE OD

0" TO 14"

TRENCH SCHEDULE

2"

1'-0" Min.

DOW STYROFOAM, HIGH LOAD 100

RIGID INSULATION OR EQUAL

1'-0" MINIMUM

UNDISTURBED GROUND

PAVEMENT PER PLANS

EXISTING PAVEMENT,

SAW CUT STRAIGHT EDGECOMPACTED MDOT CLASS II GRANULAR BASE

COMPACTED SUBGRADE

FILLER MATERIAL TO BE SONOFLEX-F CLOSED CELL

FOAM CAP TO BE "CONTI" PREMOLDED P.V.C.

EXPANSION JOINT CAP, OR APPROVED EQUAL

4"

11 2"

1 2"

2"

6" 6"

TOOLED CONTRACTION JOINTS - UNIFORM

& STRAIGHT - 2" MIN. DEPTH

6"x6" #8 W.W.M. CENTER IN SLAB

EXPANSION JOINT SEALANT TO BE SONOLASTIC SL-1

SELF-LEVELING POLYURETHANE, OR APPROVED

EQUAL

3,500 PSI CONCRETE WITH SYNTHETIC FIBER

REINFORCING LIGHT BROOM FINISH TOP SURFACE

NOTES:

1. CONTRACTION JOINTS TO BE PLACED 10' O.C. MAX. EXPANSION JOINTS

TO BE PLACED 30' O.C. MAXIMUM.

2. EXPANSION JOINTS TO BE PLACED AGAINST EXISTING CONCRETE AND

OTHER STRUCTURES

3. 3/4"x16" @ 12" C/C DOWELS TO BE PLACED AT EXPANSION AND

CONSTRUCTION JOINTS. GREASE ONE HALF OF DOWEL.

6" CONCRETE PAVING AND JOINTS

1-1/2"=1'-0"

DOWELS WITH ONE HALF GREASED

Jones & Henry Engineers, Ltd.

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Scott Goodsell

FDFD

3'-10"

32'-0"42'-0"

'-0

1'-4"2'-0"10'-0"

'-1

'-4

3'-9"

'-9

10'-0"

'-0

REMOVE SOIL TO 6'-6" BELOW SLAB, OR

DEEPER IF REQUIRED TO MEET BEARING

CAPACITY, AT TREE ROOT BALL

LOCATION. FILL WITH SPECIAL BACKFILL

7'-0"

'-6

'-8

8'-8"

1/4"x2" SAWN SLAB

CONTROL JOINTS

WITH SEALANT, TYP.

4" HOUSE KEEPING

PAD

(4) #5 ADHESIVE DOWELS AT

FOUNDATION WALL &

(4) #5 ADHESIVE DOWELS AT FOOTING,

EQUALLY SPACE

(2 PLACES)

3'-0"

STEP FOOTING IF REQUIRED

TO MATCH BOTTOM OF

EXISTING FOOTING (2

PLACES)

SPILL

CONTAINMENT

SUMP

MASONRY WALL

EXPANSION JOINT

MASONRY WALL

EXPANSION JOINT

P1 P2

STRUCTURAL PLAN

SCALE: 1/4" = 1'-0"

R4'-6

'-2

4'-2"

3'-6"

S101

S501

S5

01 6 S5

S101

S1

S101

S1

S1

REMOVE 8" OF WALL FROM BOTH SIDES OF

EXISTING OPENING. ADD #5 VERTICALLY IN

SOLID GROUTED CORES OR VOIDS AT JAMBS,

8" DEEP. PATCH FLOOR SMOOTH AND LEVEL

UNDER REMOVED WALL.

GALVANIZED 3 16" BENT PLATE JAMBS

WITH 2" RETURNS AND 3 8" ZINC

PLATED COUNTERSUNK EXPANSION

ANCHORS AT 24" C/C.

9'-4"

S5

'-0

(2)L5x3 1/2x5

16 LINTEL WELDED

TOGETHER WITH 6" BEARING EACH

END. PACK FIRST CORE UNDER

BEARING WITH MORTAR

REMOVE EXISTING WALL AND INSTALL

LINTEL. SHORE WALL AND ROOF AS

REQUIRED

PIECE IN CMU BLOCKS AROUND

LINTEL. PROVIDE (2) MASONRY TIES

AT 16" C/C.

SECTION

SCALE 3/4" = 1'-0

'-4

'-8

TREATED 2x8 WITH GALV. 58"x6"

EMB. HOOKED BOLT AT 32" C/C,

TYPICAL

GALV. CLIP ANGLE AT 24" C/C

(SIMPSON STRONG TIE A23 OR EQUAL)

WOOD ROOF TRUSS

#5@48 EPOXIED 6" INTO EXISTING WALL

BOND BEAM WITH #5

GROUT FILL

S101

'-8

TREATED 2x8 WITH GALV. 58"x6"

EMB. HOOKED BOLT AT 48" C/C,

TYPICAL

#5@48 EPOXIED 6" INTO EXISTING WALL

GALV. UPLIFT STRAP AT

EACH TRUSS

(SIMPSON STRONG TIE

MTSM16 OR EQUAL)

GALV. CLIP ANGLE AT

EACH TRUSS (SIMPSON

STRONG TIE A23 OR

EQUAL)

BOND BEAM WITH #5,

TYPICAL

GROUT FILL

8" CMU BLOCK WALL

'-8

TREATED 2x8 WITH GALV. 58"x6" EMB.

HOOKED BOLT AT 48" C/C, TYPICAL

GALV. CLIP ANGLE AT 48" C/C

(SIMPSON STRONG TIE A23 OR EQUAL)

WOOD ROOF TRUSS

#5@48 EPOXIED 6" INTO EXISTING WALL

BOND BEAM WITH #5

GROUT FILL

#5 HORIZ. TOP COURSE,

ALL SIDES

TREATED 2x12 WITH GALV. 58" x6"

EMB. HOOKED BOLT AT 48" C/C,

TYPICAL

GALV. CLIP ANGLE AT 48" C/C

(SIMPSON STRONG TIE A23 OR EQUAL)

WOOD ROOF TRUSS

SECTION

SCALE 3/4" = 1'-0

SECTION

SCALE 3/4" = 1'-0

SECTION

SCALE 3/4" = 1'-0

BOND BEAM

FILL HOLLOW CORES WITH

INJECTED FOAM

INSULATION, TYPICAL

S101

S101

S101

8" CMU BLOCK WALL

4' -0

1'- 0"

6"

SPECIAL BACKFILL

3'-9" 8'-0"

SECTION

SCALE 3/4" = 1'-0

S101

9"1'-0"9"

2' -6

M

IN

Jones & Henry Engineers, Ltd.

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2'-4"8" 8"

4' -0

9" 1'-0" 9"

1'- 0"

4"

4"

6"

1 1

4" FRP GRATING AND

FRAME

4' -0

9" 1'-0" 9"

1'- 0"

6"

12"x24" MASONRY LINTEL WITH (3) #6

HORIZ. & #4 @ 8" VERT. EXTEND LINTEL

24" PAST OPENING , EACH SIDE.

TYPICAL FOR ALL WALL OPENINGS.

CONTRACTOR TO SHORE UNTIL GROUT

STRENGTH REACHES DESIGN

STRENGTH.

12x8x16 HI-R-H PRE-INSULATED

MASONRY

WITH #5@48" VERT. AND 9 GAGE

LADDER JOINT REINF. @ 16",

TYPICAL

(GROUT ENTIRE WALL)

#5 HORIZ. TOP COURSE,

ALL SIDES

2" EXPANSION JOINT

MATERIAL AND SEALANT, ALL

SIDES

SPECIAL BACKFILL; MINIMUM

DEPTH SHOWN.

GALV. UPLIFT STRAP AT EACH TRUSS

(SIMPSON STRONG TIE MTSM16 OR EQUAL)

GALV. CLIP ANGLE AT EACH TRUSS

(SIMPSON STRONG TIE A23 OR EQUAL)

TREATED 2x8 WITH GALV.

8"x6" EMBED HOOKED

BOLT AT 48" C/C,

TYPICAL

FOOTING WITH (3)

#5 BOTTOM

(TYPICAL)

FOUNDATION WALL WITH

#5@12 EWEF, DOWELS TO

FOOTING SHALL HAVE 17"

HOOKS (TYPICAL)

DOWEL MASONRY WALL

REINF. TO FOUNDATION

WALL

PROVIDE ADDITIONAL WOOD FRAMING

WITH GALV. METAL HANGERS AS

REQUIRED TO SUPPORT PIPE HANGERS,

MECHANICAL FIXTURES, OH DOOR

TRACKS AND LIGHT FIXTURES.

PROVIDE ROOF TRUSSES

AT 24" C/C, MAXIMUM

6"

SECTION

SCALE 3/4" = 1'-0

SECTION

SCALE 3/4" = 1'-0

CONCRETE SLAB

#5 @ 48" C/C ALL WALLS

#5@12" EW, CENTER

#5@12" EW,

CENTER

#5@12" DOWELS AT DOORS

3'-0" LAP

'-0

6"3'-0" LAP

SLOPE SLAB AWAY

FROM BUILDING

S101

S101

NOTE:

TOP REINFORCEMENT IS DEFINED AS HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF FRESH CONCRETE CAST BENEATH THE BAR. HORIZONTAL BARS IN WALLS SHALL BE CONSIDERED AS TOP REINFORCEMENT.

UNLESS SHOWN OTHERWISE

#3

#4

#5

#6

#7

#8

30 23

16 18

30 23

SLABS, WALLS, JOISTS:

BEAMS, COLUMNS

OTHER SURFACES

SLABS, WALLS, JOISTS:

SURFACE EXPOSED TO OR OVER WATER,

SEWAGE, OR OTHER LIQUIDS

SURFACE EXPOSED TO EARTH OR WEATHER

CONCRETE CAST AGAINST EXPOSED EARTH

LAP SPLICE LENGTH (IN.)

TYPICAL CONCRETE COVER

BAR SIZE

TOP REINFORCEMENT BOTTOM AND VERTICAL

REINFORCEMENT

BOTTOM AND VERTICAL

REINFORCEMENTTOP REINFORCEMENT

CLEAR COVER 2" OR MORE CLEAR COVER LESS THAN 2"

3"

2"

2"PRIMARY REINFORCEMENT:

STIRRUPS AND TIES: 11

2"

1"

2"

BEAMS, COLUMNS

PRIMARY REINFORCEMENT:

STIRRUPS AND TIES: 2"

2"

NTS

TYPICAL SEALANT NOTES:

JOINT WIDTH (W) AS SHOWN ON DRAWINGS

1. BLUNT SHARP EDGES OF CONCRETE JOINTS WITH

GRINDER BEFORE SEALING.

W = 3 4"

W < 12"

W > 1"

D = 1 4"

D = 3 8"

D = 12"

TYPICAL SEALANT DETAILS

SHALLOWSTANDARD

W

D

W

D

SEALANT- TOOL TO SLIGHTLY

CONCAVE SURFACE

BACKER ROD

SEALANT- TOOL TO SLIGHTLY

CONCAVE SURFACE

BOND BREAKER TAPE

JOINT

WIND

BASIC WIND SPEED

WIND EXPOSURE

= 115 MPH

= C

SNOW

GROUND SNOW LOAD

SNOW EXPOSURE FACTOR

SLOPED ROOF

SNOW LOAD IMPORTANCE FACTOR

THERMAL FACTOR

= 3000 PSFSOILS DESIGN BEARING CAPACITY

2015 MICHIGAN BUILDING CODE

SEISMIC

BUILDING CODE

STRUCTURAL DESIGN DATA

FLOOR LIVE LOAD, UNLESS NOTED OTHERWISE = 250 PSF

= 4000 PSICONCRETE DESIGN STRENGTH AT 28 DAY

= PG = 25 PSF

= PF = 20 PSF

= CE = 1.0

= IS = 1.1

= CT = 1.0

DESIGN SPECTRAL RESPONSE ACCELERATIONS

SEISMIC IMPORTANCE FACTOR

SEISMIC DESIGN CATEGORY

ANALYSIS PROCEDURE

SITE CLASS

= SDS = 0.105

SD1 = 0.084

= IE = 1.00

= B

= EQUIVALENT LATERAL FORCE

= D

TOP CHORD LIVE LOAD

TOP CHORD DEAD LOAD

BOTTOM CHORD LIVE LOAD

= 20 PSF (MIN.)

= 15 PSF

= 12 PSF

TRUSS

ROOF

= 100 PSFGRATING LIVE LOAD, UNLESS NOTED OTHERWISE

= 100.00FLOOD 100 YEAR ELEVATION

TOP CHORD NET UPLIFT LOAD = -10 PSF

P1

MASONRY PILASTER WITH (6)#5

BARS AND LADDER JOINT REINF.

AT 16" C/C

2'-0"

11 2"

11 2"

P2

MASONRY PILASTER WITH (4)#5

BARS AND LADDER JOINT REINF.

AT 16" C/C

1'-4"

11 2"

11 2"

PILASTER DETAILS

SCALE 1" = 1'-0

31 2" M

AX

31 2" M

AX

1. LAP SPLICES, CONSTRUCTION JOINT DETAILS, WALL CORNER REINFORCEMENT DETAILS, JOINT SEALING DETAILS, SHEAR KEY DETAILS, ETC., UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SHALL ADHERE TO

STANDARD STRUCTURAL DETAIL DRAWINGS.

2. REINFORCED CONCRETE FOOTINGS AND WALLS SHALL HAVE MATCHING CORNER BARS.

3. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SUPERVISION AND CONTROL OF DEWATERING

OPERATIONS TO ENSURE THAT STABILITY OF EXCAVATED AND CONSTRUCTED SLOPES ARE NOT ADVERSELY AFFECTED BY INFLOW OF GROUNDWATER AND TO PERMIT PLACEMENT AND CURING OF CONCRETE UNDER

CONTROLLED ENVIRONMENTS.

4. THE BACKFILL UNDERNEATH BASE SLABS AND FOOTINGS SHALL BE SPECIAL BACKFILL, UNLESS OTHERWISE APPROVED, IN ACCORDANCE WITH THE SPECIFICATIONS AND SHALL BE WELL COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY IN ACCORDANCE WITH THE STANDARD PROCTOR TEST ASTM D-698

AND SPECIFICATION 31 23 00.

5. VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS AT INTERFACE BETWEEN EXISTING & NEW CONSTRUCTION BEFORE STARTING TO FABRICATE STRUCTURAL STEEL OR DETAILING REBARS. NOTIFY THE

ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION.

6. DURING CONSTRUCTION OF NEW STRUCTURES OR STRUCTURAL ELEMENTS, PREVENT UNDERMINING THE FOUNDATIONS OF NEARBY EXISTING STRUCTURES BY SHEET PILING OR BY UNDERPINNING AS REQUIRED.

TAKE ALL NECESSARY PROTECTIVE MEASURES TO PREVENT DAMAGE TO THE EXISTING STRUCTURES.

CAREFULLY MONITOR THE SETTLEMENT OF EXISTING STRUCTURES DURING SHEET PILING OR

UNDERPINNING OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SHEET PILING OR UNDERPINNING OPERATIONS & SHALL SUBMIT THIS PROCEDURE TO THE ENGINEER FOR REVIEW.

7. THE CONTRACTOR SHALL ENSURE THAT FOUNDATIONS REST ON FIRM MATERIAL OVER THEIR ENTIRE AREA.

THE TESTING LAB SHALL VERIFY THAT A SOIL BEARING CAPACITY OF THAT LISTED BY THE "STRUCTURAL DESIGN DATA" TABLE IS OBTAINED. THE BEARING CAPACITY VERIFICATION IS REQUIRED AT REGULAR INTERVALS IN EACH DIRECTION. NOTIFY THE ENGINEER OF ANY UNSUITABLE SOIL ENCOUNTERED. SUCH SOIL SHALL BE REMOVED AND REPLACED WITH COMPACTED SPECIAL BACKFILL AS DIRECTED BY THE

ENGINEER.

8. ALL TREATED WOOD SHALL BE SECURED WITH STAINLESS STEEL OR HOT DIP GALVANIZED FASTENERS.

9. CHAMFER STRIPS SHALL BE PLACED IN CORNERS OF FORMS AND AT ALL EXPOSED EDGES TO PRODUCE A BEVELED EDGE ON PERMANENTLY EXPOSED SURFACES. CHAMFERS SHALL BE 3 4 - INCH OR AS NOTED ON DRAWINGS. CHAMFER STRIPS SHALL BE WOOD, METAL, PVC, OR RUBBER AND SHALL BE FABRICATED AND INSTALLED TO PRODUCE UNIFORMLY SMOOTH AND STRAIGHT LINES. CHAMFER STRIPS SHALL BE MITERED

AT CHANGES IN DIRECTION.

10. CONTRACTOR SHALL ADD CONCRETE REINFORCEMENT DOWEL BAR REPLACEMENTS (DBR'S) WHERE REQUIRED TO FACILITATE CONSTRUCTION. LOCATION OF DBR'S REQUIRE ENGINEER'S APPROVAL.

11. MASONRY WALL TOP COURSE HORIZONTAL REINFORCING SHALL BE CONTINUED THROUGH CONTROL

JOINTS AND AROUND WALL CORNERS.

12. MASONRY WALL CORNERS, ENDS, CONTROL JOINTS AND JAMBS OF OPENINGS GREATER THAN 2'-10"

SHALL BE REINFORCED VERTICALLY WITH #5 BAR FOR FULL HEIGHT OF WALL .

13. MASONRY EXTERIOR WALL LINTELS SHALL BE GALVANIZED, PRIMED AND PAINTED. ALL INTERIOR WALL

LINTELS SHALL BE PRIMED AND PAINTED.

14. 5/8" APA EXTERIOR RATED PLYWOOD OR OSB ROOF SHEATHING SHALL BE FASTEN TO ROOF FRAMING WITH 8d NAILS AT 6" C/C ALONG PANEL EDGES AND 12" C/C IN PANEL FIELD.

GENERAL NOTES:

7' -4

(2)L5x3 1/2x5

16 LINTEL WELDED TOGETHER

WITH 6" BEARING EACH END. PACK

FIRST CORE UNDER BEARING WITH

MORTAR

REMOVE EXISTING WALL AND

INSTALL LINTEL. SHORE WALL AND

ROOF AS REQUIRED

PIECE IN CMU BLOCKS AROUND LINTEL.

PROVIDE (2) MASONRY GALV. TIES AT 16"

C/C.

9' -4

6"

1'-01 2"

L5 x 3 1 2 x 5

16 LINTEL WITH 6" BEARING

EACH END.

NEW MASONRY TO MATCH EXISTING.

PROVIDE GALV. MASONRY TIE AT 16" C/C

NOTE: LINTEL DETAIL FOR NEW

MAN DOOR TO WELCOME

CENTER MECHANICAL ROOM.

SEE SHEET A103.

8"

SECTION

SCALE 3/4" = 1'-0

CONCRETE SLAB OUTSIDE

6"+/-

HOUSEKEEPING PAD

8' -0

A103

GROUT ALL VOIDS AT CUT

BLOCKS TO CREATE FLUSH

AND SMOOTH JAMBS. SEE

ARCHITECTURAL DRAWINGS

FOR FINISH JAMB DETAILS.

2' -0

BOND BEAM WITH (2)#5.

EXTEND BARS 24" PAST

OPENING EACH SIDE

8"x24" CMU BLOCK LINTEL GROUTED

SOLID. SHORE LINTEL UNTIL GROUT

STRENGTH REACHES DESIGN STRENGTH

16" BENT PLATE GALV.

STEEL JAMB

#5@24" C/C

AT LINTEL

S101

SECTION

SCALE 3/4" = 1'-0

8"x1.5" GALV. LAG BOLT

BOTTOM CHORD OF

TRUSS

WOOD BLOCKING

BETWEEN TRUSSES AND

METAL HANGES

L1x1x1

8" AT APPROXIMATE 45 DEGREE ANGLE

FOR LATERAL SUPPORT. NOTCH VERTICAL LEG

OUT AND BENT HORIZONTAL LEG FOR BOLT

CONNECTION

SHORT SLOTTED HOLE

WITH DOUBLE NUT

CONNECTION

CLAMPING PIPE HANGER

AT EACH END OF PIPE RUN

3" OR 4" PIPES

SCALE 3/4" = 1'-0

P101

DETAIL 10

P301

STANDARD PIPE

HANGER AT

6'-0" ON CENTER

Jones & Henry Engineers, Ltd.

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Scott Goodsell Rectangle

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