7-JF26-029-IFB West Valley Elementary Asphalt Rehabilitation 4.28.26.pdf

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BID SET

WEST VALLEY CITY, UTAH

FA PROJECT NO. 05-21-0031

APRIL 2026

N

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PROJECT

LOCATION

PROJECT AREA

SITE ADDRESS:

6049 BRUD DRIVE,

WEST VALLEY CITY,

UT 84128

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ON 11x17

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802

WEST VALLEY ELEMENTARY

ASPHALT REHABILITATION

PROJECT LOCATION MAP VICINITY MAP

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802QA

This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc.

and shall not be copied without the written authorization of Forsgren Associates Inc.

APPROVEDNO. REVISIONS

DESIGNED

DRAWN

DATEBY

(IF NOT 2"- SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PAGE NO:DATE:

SHEET NO:

PROJECT NO:

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802

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2 OF 6APR 2026

C-001 05-21-0031

GENERAL NOTES

WEST VALLEY ELEM. ASPHALT REHAB

GENERAL NOTES

1. ANY MODIFICATION TO THIS CONSTRUCTION PACKAGE SHALL BE APPROVED BY THE ENGINEER. PRIOR TO SAID APPROVAL, ALL IMPROVEMENT DRAWINGS SHALL BE

UPDATED AT THE CONTRACTOR'S EXPENSE, RESUBMITTED, AND APPROVED BY THE ENGINEER UNLESS NOTED OTHERWISE.

2. ALL WORK SHALL BE IN ACCORDANCE WITH APWA 2025 STANDARD DRAWINGS AND SPECIFICATIONS AND GRANITE SCHOOL DISTRICT STANDARDS AND

SPECIFICATIONS. IN THE EVENT OF A CONFLICT, THE MOST STRINGENT SPECIFICATION WILL APPLY.

3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;

AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, ON

CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR ENGINEER.

4. ALL SIDEWALKS AND BACK OF CURB SHALL BE GRADED AT 2% CROSS SLOPE OR LESS.

5. SITE CONCRETE SHALL BE 4000 PSI OR GREATER.

6. PROOF ROLL SUBGRADE MATERIAL WITH FULLY LOADED WATER TRUCK OR OTHER SIMILARLY LOADED VEHICLE TO FIND SOFT SPOTS. PROOF ROLLING IS

CONSIDERED INCIDENTAL TO THE CONSTRUCTION AND NO ADDITIONAL PAYMENT FOR PROOF ROLLING WILL BE PAID TO THE CONTRACTOR. REMOVE AND REPLACE

SOFT SPOTS TO NOT LESS THAN 12-INCHES BELOW SUBGRADE OR DEEPER AS DIRECTED BY THE OWNER AND AS SPECIFIED IN THE SPECIFICATIONS. REPLACE SOFT

SPOTS WITH GRANULAR FILL, COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557.

7. COMPACT ROAD BASE TO NO LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557.

8. UTILITIES SHOWN ON THE PROJECT PLANS ARE APPROXIMATE. CONTRACTOR SHALL NOTIFY BLUE STAKES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

9. THE CONTRACTOR SHALL LOCATE, RETAIN AND PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE DIRECTED BY THE OWNER AND AS SHOWN ON THE PROJECT

PLANS. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL UTILITY CONFLICTS UPON DISCOVERY.

10. CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENTS OF ANY DAMAGE TO ADJACENT SURFACE IMPROVEMENTS IMPACTED BY CONSTRUCTION.

11. RECORD DRAWINGS ARE TO BE PROVIDED TO THE OWNER IN ELECTRONIC AND PRINTED FORMATS PRIOR TO FINAL PAYMENT. AS PART OF THE RECORD DRAWINGS, THE CONTRACTOR SHALL USE A SURVEY GRADE GPS DEVICE TO RECORD THE LOCATION OF DISCOVERED AND INSTALLED UTILITY LINES. THE SURVEY SHALL BE

PERFORMED AS LINES ARE FOUND AND LINES ARE INSTALLED AND SHALL BE DONE PRIOR TO THE LINE BEING COVERED. LINE NOT MEASURED WILL BE UNCOVERED, RE-BACKFILLED, AND RE-PAVED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

12. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION FROM CITY, COUNTY, STATE, AND OR FEDERAL AGENCIES AS REQUIRED.

13. ASPHALT PAVING SHALL BE A MINIMUM OF 3-INCHES THICK. IF THICKER, THE PAVING SHALL BE DONE IN LIFTS OF UP TO 3-INCHES THICK AND AT LEAST 1.5" THICK

Know what's below.

before you dig.Call

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0' 20' 40' 80' 120'

Scale: 1"=40'

GRAPHIC SCALE

N

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802QA

This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc.

and shall not be copied without the written authorization of Forsgren Associates Inc.

APPROVEDNO. REVISIONS

DESIGNED

DRAWN

DATEBY

(IF NOT 2"- SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PAGE NO:DATE:

SHEET NO:

PROJECT NO:

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802

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3 OF 6APR 2026

C-100 05-21-0031

OVERALL SITE PLAN

WEST VALLEY ELEM. ASPHALT REHAB

3100 SOUTH

W

EST

W

EST

6135 W

EST

WEST VALLEY

ELEMENTARY SCHOOL

SEE SHEET C-101

FOR PARKING LOT PLAN

SEE SHEET C-102

FOR BUS LOOP PLAN

SEE SHEET C-102

FOR PLAYGROUND PLAN

POINT ABBREVIATIONS :

A.D.A. AMERICANS WITH DISABILITIES ACT

APWA AMERICAN PUBLIC WORKS ASSOCIATION

EC EDGE OF CURB

FG FINISHED GRADE

HYD FIRE HYDRANT

P PAVEMENT

SD STORM DRAIN

SW SIDEWALK

TBC TOP BACK OF CURB

TYP TYPICAL

GENERAL NOTES :

1. ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE

LATEST EDITION OF THE AMERICAN PUBLIC WORKS

ASSOCIATION (APWA) STANDARD PLANS, UTAH CHAPTER.

2. ALL STREET SIGNS AND STREET MARKINGS SHALL CONFORM TO

THE LATEST EDITION OF THE UTAH MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD).

3. DAMAGED IRRIGATION PIPES AND SPRINKLERS ARE TO BE

REPAIRED BY AN IRRIGATION SUBCONTRACTOR AT THE

GENERAL CONTRACTOR'S EXPENSE. REPAIRS ARE TO BE

INSPECTED BY GSD PRIOR TO COVERING REPAIR.

4. ENGINEER APPROVAL OF FORMS, SLOPES, AND ALL STORM

DRAIN IMPROVEMENTS REQUIRED PRIOR TO POURING. 48

HOURS NOTICE REQUIRED.

Know what's below.

DROP

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PICK

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DROP

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PICK

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THRU

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LANE

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.4

6' SIDEWALK

2.5' CURB & GUTTER

6'

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370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802QA

This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc.

and shall not be copied without the written authorization of Forsgren Associates Inc.

APPROVEDNO. REVISIONS

DESIGNED

DRAWN

DATEBY

(IF NOT 2"- SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PAGE NO:DATE:

SHEET NO:

PROJECT NO:

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802

GENERAL NOTES :

1. ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE

LATEST EDITION OF THE AMERICAN PUBLIC WORKS

ASSOCIATION (APWA) STANDARD PLANS AND SPECIFICATIONS,

UTAH CHAPTER.

2. ALL STREET SIGNS AND STREET MARKINGS SHALL CONFORM TO

THE LATEST EDITION OF THE UTAH MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD).

3. DAMAGED IRRIGATION PIPES AND SPRINKLERS ARE TO BE

REPAIRED BY AN IRRIGATION SUBCONTRACTOR AT THE

GENERAL CONTRACTOR'S EXPENSE. REPAIRS ARE TO BE

INSPECTED BY GSD PRIOR TO COVERING REPAIR.

4. ENGINEER AND GRANITE SCHOOL DISTRICT INSPECTOR

APPROVAL OF FORMS, SLOPES, AND ALL STORM DRAIN

IMPROVEMENTS REQUIRED PRIOR TO POURING. 48 HOURS

NOTICE REQUIRED.\

5. CONTRACTOR IS RESPONSIBLE TO ENSURE PAVEMENT DRAINS

TO GUTTERS. SLOPE AND CROWNS TO BE DETERMINED IN THE

FIELD.

XKEY NOTES:

1. INSTALL A.D.A. RAMP. SEE APWA STANDARD

PLAN 236, EXAMPLE 5.

2. INSTALL CAST-IN-PLACE CONCRETE CATCH

BASIN AND CONNECT TO EXISTING STORM

DRAIN PIPES. SEE APWA STANDARD PLAN 315.1

AND DETAIL 1 SHEET C-103.

3. DEMOLISH AND REMOVE EXISTING CURB AND

GUTTER.

4. INSTALL APWA PLAN 205.1 TYPE A CURB AND

GUTTER.

5. INSTALL 6-FT WIDE SIDEWALK WITH CURB AND

GUTTER. SEE APWA STANDARD PLAN 231

(SIDEWALK) AND PLAN 205.1 (CURB AND

GUTTER, TYPE A). SIDEWALK SHALL MATCH

EXISTING SIDEWALK SLOPE AND HAVE A 2%

CROSS SLOPE.

6. INSTALL 4" WHITE STRIPING.

7. INSTALL TURN ARROWS.

8. INSTALL LETTERS IN WHITE PAINT.

9. REFRESH EXISTING STRIPING.

10. INSTALL 10" WHITE LINE.

11. MILL OFF ASPHALT TO BASE. RESHAPE BASE

AND RECOMPACT. INSTALL 3" CLASS 2 ASPHALT

WITH 15% MAX RAP.

12. INSTALL BOLLARDS AT 20' INTERVALS.

INTERVALS MUST BE 20' CLEAR WIDTH FROM

INSIDE EDGE TO INSIDE EDGE, MINIMUM. SEE

DETAIL 2 SHEET C-103.

13. INSTALL ACCESSIBLE PARKING SYMBOL

14. INSTALL APWA PLAN 238 DETECTABLE WARNING

SURFACE PADS. INSTALL (4) 2'X4' PADS

BETWEEN BOLLARDS.

15. INSTALL 6" THICK CONCRETE PAD WITH 6" ROAD

BASE UNDERNEATH.

EXISTING

SD MANHOLE

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4 OF 6APR 2026

C-101 05-21-0031

PARKING LOT PLAN

WEST VALLEY ELEM. ASPHALT REHAB

POINT ABBREVIATIONS :

A.D.A. AMERICANS WITH DISABILITIES ACT

APWA AMERICAN PUBLIC WORKS ASSOCIATION

EC EDGE OF CURB

FG FINISHED GRADE

HYD FIRE HYDRANT

P PAVEMENT

SD STORM DRAIN

SW SIDEWALK

TBC TOP BACK OF CURB

TYP TYPICAL

3100 SOUTH

WEST VALLEY

ELEMENTARY SCHOOL

0' 10' 20' 40' 60'

Scale: 1"=20'

GRAPHIC SCALE

EXISTING STORM

DRAIN PIPE

EXISTING

EDGE OF

CURB

EXISTING STORM

DRAIN PIPE

EXISTING

CONCRETE

PROTECT IN PLACE

EXISTING TREE

EXISTING STORM

DRAIN CATCH BASIN

EXISTING CURB

& GUTTER

EXISTING TREE (TYP)

EXISTING STORM

DRAIN CATCH BASIN

CONNECT TO EXISTING

CONCRETE. FIELD FIT TO

MATCH EXISTING ELEVATIONS.

CONNECT TO EXISTING

CONCRETE. FIELD FIT TO

MATCH EXISTING ELEVATIONS.

CONNECT TO EXISTING

CONCRETE. FIELD FIT TO

MATCH EXISTING ELEVATIONS.

CONNECT LANDING TO EXISTING

SIDEWALK AT 7% SLOPE. INSTALL

6" CURB ABUTTING EX SIDEWALK

PAINT CURB WHITE ON RAMP AND

BETWEEN PLANTER BOXES

INSTALL 6" THICK CONCRETE

FLATWORK WITH 2% SLOPE

TOWARDS ASPHALT. REMOVE

AND REPLACE 6" ROADBASE.

MAINTAIN EXISTING FLOWLINE.

INSTALL 6" CURB WALL TO TIE TO

ABUTTING EXISTING SIDEWALK.

CONNECT LANDING TO EXISTING

SIDEWALK AT 7% SLOPE. INSTALL

6" CURB ABUTTING EX SIDEWALK

RELOCATE SIGN BEHIND

SIDEWALK

Know what's below.

10' SIDEWALK

N

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802QA

This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc.

and shall not be copied without the written authorization of Forsgren Associates Inc.

APPROVEDNO. REVISIONS

DESIGNED

DRAWN

DATEBY

(IF NOT 2"- SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PAGE NO:DATE:

SHEET NO:

PROJECT NO:

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802

X

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5 OF 6APR 2026

C-102 05-21-0031

BUS LOOP & PLAYGROUND PLANS

WEST VALLEY ELEM. ASPHALT REHAB

POINT ABBREVIATIONS :

A.D.A. AMERICANS WITH DISABILITIES ACT

APWA AMERICAN PUBLIC WORKS ASSOCIATION

EC EDGE OF CURB

FG FINISHED GRADE

HYD FIRE HYDRANT

P PAVEMENT

SD STORM DRAIN

SW SIDEWALK

TBC TOP BACK OF CURB

TYP TYPICAL

3100 S

WEST VALLEY

ELEMENTARY SCHOOL

0' 10' 20' 40' 60'

Scale: 1"=20'

GRAPHIC SCALE

BUS LOOP PLAN PLAYGROUND PLAN

KEY NOTES:

1. COORDINATE WITH UTILITY OWNER FOR

REMOVAL AND RELOCATION OF EXISTING

COMMUNICATIONS BOXES.

2. INSTALL 10-FOOT WIDE SIDEWALK ALONG

EXISTING CURB AND GUTTER. SEE APWA

STANDARD PLAN 231,

3. MILL 1" ASPHALT. PAVE 1.5" CLASS 2, 15% MAX

RAP ASPHALT.

4. RESTORE EXISTING STRIPING. CONTRACTOR

RESPONSIBLE TO INVENTORY EXISTING

STRIPING AND ACCURATELY REPLACE IT.

5. REMOVE IRRIGATION LATERALS AND

SPRINKLERS UNDER NEW SIDEWALK.

IRRIGATION MAIN LINE TO BE SLEEVED IN 4"

PVC UNDER THE NEW CONCRETE, WITH 2"

COVER FROM BOTTOM OF CONCRETE.

6. SAWCUT AND REMOVE ASPHALT TO BASE.

REPLACE WITH MINIMUM 3.5" CLASS 2, 15%

MAX RAP ASPHALT.

PROTECT IN PLACE

EXISTING UTILITIES

CONNECT TO

EXISTING SIDEWALK

WEST VALLEY

ELEMENTARY SCHOOL

EXISTING PLAYGROUND

EXISTING SIDEWALK

EXISTING

CURB & GUTTER

EXISTING

MEDIAN

CONNECT TO

EXISTING SIDEWALK

GENERAL NOTES :

1. ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE

LATEST EDITION OF THE AMERICAN PUBLIC WORKS

ASSOCIATION (APWA) STANDARD PLANS, UTAH CHAPTER.

2. ALL STREET SIGNS AND STREET MARKINGS SHALL CONFORM TO

THE LATEST EDITION OF THE UTAH MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD).

3. DAMAGED IRRIGATION PIPES AND SPRINKLERS ARE TO BE

REPAIRED BY AN IRRIGATION SUBCONTRACTOR AT THE

GENERAL CONTRACTOR'S EXPENSE. REPAIRS ARE TO BE

INSPECTED BY GSD PRIOR TO COVERING REPAIR.

4. ENGINEER APPROVAL OF FORMS, SLOPES, AND ALL STORM

DRAIN IMPROVEMENTS REQUIRED PRIOR TO POURING. 48

HOURS NOTICE REQUIRED.

10'

5'

5'

10'

.3

24'

4'

277'

Know what's below.

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802QA

This document or any part thereof in detail or design concept is the property of Forsgren Associates Inc.

and shall not be copied without the written authorization of Forsgren Associates Inc.

APPROVEDNO. REVISIONS

DESIGNED

DRAWN

DATEBY

(IF NOT 2"- SCALE ACCORDINGLY)

AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PAGE NO:DATE:

SHEET NO:

PROJECT NO:

370 EAST 500 SOUTH, STE 200, SALT LAKE CITY, UT 84111

PH: 801.364.4785 FAX: 801.364.4802

GENERAL NOTES :

1. ALL IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE

LATEST EDITION OF THE AMERICAN PUBLIC WORKS

ASSOCIATION (APWA) STANDARD PLANS, UTAH CHAPTER.

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6 OF 6APR 2026

C-103 05-21-0031

DETAILS

WEST VALLEY ELEM. ASPHALT REHAB

EDGE OF CURB

EXISTING 18" SD PIPE:

CONTRACTOR TO VERIFY

INVERT ELEVATION.

EXISTING 18" SD PIPE:

CONTRACTOR TO VERIFY

INVERT ELEVATION.

EDGE OF GUTTER

CONSTRUCTION

JOINT

WARP LINE

FRAME AND GRATE

(SEE APWA STANDARD

PLAN 308) FOUR (4) #4x18" BARS

(SEE APWA STANDARD

PLAN 206)

#4 REBAR

"L" BAR DETAIL

PLAN

WARP LINE

BASE COURSE

BACKFILL

FLOW LINE DROP:

SEE NOTE 3B.

BOTTOM OF

GUTTER

INVERT OF

GUTTER

TOP OF

CURB

#4 AT 12" O.C. EACH

WAY, ALL AROUND

(*) INDICATES CONTRACTOR TO FIELD VERIFY INVERT

ELEVATION OF EXISTING STORM DRAIN PIPE AND

DETERMINE OVERALL DEPTH OF CATCH BASIN.

4" MIN CURB

OPENING: SEE

NOTE 3B.

SECTION A-A

"L" BAR

#4 AT 12" O.C. EACH

WAY, ALL AROUND

BACKFILL

BACKFILL

BASE COURSE

EXISTING 18" SD PIPE:

CONTRACTOR TO VERIFY

INVERT ELEVATION.

CURB & GUTTER (SEE

APWA STANDARD

PLAN 205.1, TYPE A)

SIDEWALK (SEE APWA

STANDARD PLAN 231)

(*) INDICATES CONTRACTOR TO FIELD VERIFY INVERT

ELEVATION OF EXISTING STORM DRAIN PIPE AND

DETERMINE OVERALL DEPTH OF CATCH BASIN.

SECTION B-B

AA

B B

DETAIL 1: TYPICAL CATCH BASIN

CONSTRUCTION

JOINT

LOCATION AND SIZE TO

BE DETERMINED IN FIELD

BY CONTRACTOR

LOCATION AND SIZE TO

BE DETERMINED IN FIELD

BY CONTRACTOR

LOCATION AND SIZE TO

BE DETERMINED IN FIELD

BY CONTRACTOR

LOCATION AND SIZE TO

BE DETERMINED IN FIELD

BY CONTRACTOR

LOCATION AND SIZE TO

BE DETERMINED IN FIELD

BY CONTRACTOR

FOUR (4)

"L" BARS

C

2BOLLARD TYPE 1

SCALE: N.T.S.

4' -0

4"

4' -0

6" PIPE BOLLARD

FILL WITH

CONCRETE

AND ROUND TOP

1'-6" DIA

LC

GRAVEL

1"

CONCRETE

NOTE:

1. BOLLARDS SHALL BE SPACED 20' FROM OUTSIDE EDGE TO

OUTSIDE EDGE.

2. INSTALL 7" PLASTIC BOLLARD SLEEVES OVER BOULDERS.

OWNER AND ENGINEER TO APPROVE COLOR AND

PRODUCT.

Know what's below.

before you dig.Call

R

AutoCAD SHX Text

6'-0" SIDEWALK

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text

2'-0" GUTTER

AutoCAD SHX Text

45° (TYP)

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text 8"

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 7'-6"