Central Park Restroom Building South Salt Lake City             

2797 South 200 East South Salt Lake City, UT 84115

ADDENDUM 002 January 20, 2017

TO BID DOCUMENTS DATED 01/09/2016

For Central Park Restroom Building

CONTRACT DOCUMENTS

1. All contract documents have been updated to print legibly (see attached). 2. Restroom Building bid form has been modified (see attached). 3. Pavilion Bid Form has been modified (see attached).

CONSTRUCTION DOCUMENTS

1. C1.00 CIVIL SITE PLAN a. Delete “new meter”, connect to existing 1” meter. b. Add detail of connection from 1” water line to 1 ½” waterline. c. Add 6’ concrete path to Add Alternate No. 2 @ east end of basketball court. d. Increase width of walk @ south side of playground to 6’. e. Add note to all unfinished planters: “Planter areas to be excavated 6”

below grade, typ.” f. Revise irrigation sleeve locations. g. Broom finish concrete locations.

2. C1.01 CIVIL SITE DETAILS a. Add sheet

3. C2.00 CIVIL GRADING PLAN a. Add sheet

4. A5.01 DETAILS a. Add sheet

5. A5.02 DETAILS a. Add sheet

6. A6.00 DOOR SCHEDULE a. Add sheet

7. M2.00 MECHANICAL PLANS a. Add note for plumber to coordinate location of floor sink prior to pouring

slab. b. Grease interceptor connection revisions per plan.

BIDDING QUESTIONS Is the Subcontractor and Supplier Report due with bid package? Same question with the Agreement Document? Yes for both.  Will you please post the attendance of the pre-bid meeting? See attached.   

Central Park Restroom Building South Salt Lake City             

2797 South 200 East South Salt Lake City, UT 84115

 While reading Q&A section, I noticed reference to Addendum # 2 to be issued on 1/17. Addendum # 2 is not showing in BidSync Documents tab. Where can I find Addendum # 2? Addendum No. 2 will be issued on 1/20.    ATTACHMENTS:

CONTRACT DOCUMENTS C1.00 CIVIL SITE PLAN C1.01 CIVIL SITE DETAILS C2.00 CIVIL GRADING PLAN A5.01 DETAILS A5.02 DETAILS A6.00 DOOR SCHEDULE M2.00 MECHANICAL PLANS

END OF DOCUMENT

CLAYBOURNE AVE.

20

0 E

AS

T

PROPERTY LINE

EXISTING

CENTRAL PARK

COMMUNITY CENTER

EXISTING

HEAD START

BUILDING

(E) PICKLE

BALL COURTS

(E) BASKETBALL COURTS

EXISTING WATERLINE

NEW 1 1/2" WATERLINE- CONNECT TO (E) 1" WATER METER.

INCREASE TO 1-1/3" SERVICE LINE AFTER METER

EXISTING 8" SANITARY SEWER

NEW 6" SANITARY SEWER - CONNECT

TO (E) 8" SANITARY SEWER MAIN

EXISTING WATER METER

(E) CONCRETE (E) ASPHALT - REMOVE AND REPLACE

AS PART OF ALT. 2

(E) TURF

1

16' - 0"

C1.00

2

RAMP PORTION OF SIDEWALK PER CODE TO

MATCH NEW PAD TO EXISTING SIDEWALK AS REQ.

1 - PLANTER AREAS TO BE EXCAVATED 6" BELOW GRADE TYP.

2 - CUT AND REPAIR SIDEWALK AS NEEDED FOR NEW

SEWER, WATER, AND ELECTRICAL LINES

3 - LANDSCAPING BY OWNER - TYP.

KEYNOTES

2

2

1

PROJECT SCOPE BOUNDARY

SITE LEGEND

ALT. NO.1 BOUNDARY

ALT. NO.2 BOUNDARY

SANITARY SEWER LINE

WATER LINE

4" IRRIGATION SLEEVE

NEW CONCRETE

- LIGHT BROOM FINISH

COORDINATE CONTROL

JOINTS W/ ARCHITECT

11

1

1

1

1

ADA RAMP

9' - 6" 11' - 0"

6' -

6"

6' -

0"

11' - 0"

5' - 0"

6' -

0"

11' - 6" 9' - 0"

9' -

6"

49

' - 0

"

3' -

6"

6' -

0"

6' - 6"

3

3

3

SHEET NUMBER

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C1.00

CIVIL SITE PLAN

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1" = 40'-0"

SITE PLAN1

NO. DATE DESCRIPTION

1 01/13/17 ADDENDUM 1

NOTE:

- ALL CIVIL IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF THE LATEST ADDITION OF THE APWA MANUAL OF STANDARD SPECIFICATIONS

- FIELD VERIFY CONNECTION LOCATIONS WITH PUBLIC WORKS INSPECTOR

1

1/8" = 1'-0"

ENLARGED PLAN2

1

SECTION

SEWER LATERAL RELOCATION

1. INSPECTION:

A. Prior to installation, secure acceptance by ENGINEER for all pipe, fittings, and

couplings to be used.

B. Prior to backfilling, secure inspection of installation by ENGINEER. Give at least

24 hours notice.

2. INSTALLATION:

A. Provide agency approved wye or tee with appropriate donut. Verify whether

CONTRACTOR or agency is to install the wye.

B. Tape wrap pipe as required by soil conditions.

C. Do not install couplings under the obstruction.

D. Under the obstruction, loosely compact granular material or sand. Flowable fill

not allowed.

3. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA

Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift

thickness is 8 inches before compaction.

SEWER LATERAL CONNECTION - APWA PLAN NO. 431

NOTE: MATERIALS MUST BE APPROVED BY OWNER

TRENCH BACKFILL - APWA PLAN NO. 381

SECTION

PIPE ZONE BACKFILL

1. BACKFILL: Do not use sewer rock or recycled RAP aggregate in the pipe zone

without ENGINEER’s written approval.

A. Granular Fill Below Pipe Spring Line.

1) Furnish 3/4 inch crushed aggregate base material, unless specified otherwise

by pipe manufacturer. When using concrete, provide at least Class 2,000 per

APWA Section 03 30 04.

2) Install and compact backfill material per pipe manufacturer' recommendations.

3) Water jetting is not allowed in backfilling operation.

4) Submission of quality control compaction test result data developed for

haunching areas may be requested by ENGINEER at any time.

CONTRACTOR is to provide results of tests immediately upon request.

B. Granular Fill Above Pipe Spring Line.

1) Furnish 3/4 inch crushed aggregate base material, unless specified otherwise

by pipe manufacturer. Place in lifts not exceeding 8 inches before

compaction.

2) Water jetting is not allowed in backfilling operation.

3) Compact per APWA Section 31 23 26 to a modified proctor density of 95

percent or greater unless pipe manufacturer requires more stringent

installation.

C. Flowable Fill.

1) Provide and place controlled low strength material per APWA Section 31 05

15 if allowed by pipe manufacturer.

2) Prevent pipe flotation by installing in lifts and providing pipe restraints as

required by pipe manufacturer.

3) Reset pipe to line and grade if pipe "floats" out of position.

2. PIPE ZONE WIDTH: Provide width recommended by pipe manufacturer. Width of

pipe zone is measured at the pipe spring line and includes any necessary sheathing.

In trench box applications, follow manufacturer’s recommendations.

3. PIPE LOCATION: Install pipe in center of trench or no closer than 6 inches from wall

of pipe to wall of trench.

4. PEA GRAVEL: Pea gravel is not allowed in any part of the pipe zone.

5. FOUNDATION STABILIZATION: Use sewer rock of APWA Section 31 05 13.

Installation of stabilization-separation geotextile per APWA Section 31 05 19 will be

required to separate backfill material and native subgrade materials if sewer rock

cannot provide a working surface or to prevent soils migration.

PIPE ZONE BACKFILL - APWA PLAN NO. 382 3/4" AND 1" METER - APWA PLAN NO. 521

WATER SERVICE LINE - APWA PLAN NO. 541

NOTE: MATERIALS MUST BE APPROVED BY OWNER

Waterline loop

1. INSPECTION: Prior to backfilling trench excavation, secure inspection of installation

by ENGINEER.

2. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA

Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift

thickness is 8 inches before compaction.

3. PIPE: Match existing service. Bend pipe around obstruction.

4. THRUST BLOCKS: Not required for flange or welded pipe systems.

5. FITTINGS: Use copper to copper flare fittings or copper to iron pack joint coupling

with locking split clamp on iron pipe side and flare on copper side. All couplings to be

brass.

6. GREASE: Apply poly-fm grease to all buried metal surfaces. Wrap with 8 mil thick

polyethylene sheet and tape wrap.

7. STEEL SPOOL: Weld in place and provide slip on flange except when fitting in pipe

system could move. Epoxy line per AWWA C210, AWWA C213, and coated per

AWWA C208, or AWWA C214.

8. LOCATION: Loop water mains over top of sewer lines.

1

1

1

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ISSUED

CONSULTANT

ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.R:\PROJECT FILES\12-1128\12-1128-014\REVIT\SSL CENTRAL PARK CC 2016_SITE.rvt

C1.01

CIVIL SITE DETAILS

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1 01/13/17 ADDENDUM 1

---

UTILITY DETAILS1

COMPACTED SUB-GRADE

FINISH GRADE OF EXISTING

ASPHALT PARKING HELD

DOWN APPROX. 6" FROM

TOP OF CURB

EXISTING CONCRETE CURB

AGGREGATE BASE, 4" MIN. DEPTH

THE INSTALLATION OF THE

TOPSOIL AND LAWN SOD WILL BE

COMPLETED UNDER A SEPARATE

CONTRACT AND IS NOT INCLUDED

IN THIS SCOPE OF WORK

6'-0"

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

IMPORTED TOPSOIL

NEW CONCRETE WALK - SEE

SPECIFICATIONS AND DETAILS

EXISTING GRADE HELD

DOWN APPROX. 12" FROM

TOP OF CURB - FIELD VERIFY

SHEET NUMBER

CARBON PROJECT NO.

SEAL

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NO. DATE DESCRIPTION

ISSUED

CONSULTANT

ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.R:\PROJECT FILES\12-1128\12-1128-014\REVIT\SSL CENTRAL PARK CC 2016_SITE.rvt

C2.00

CIVIL GRADING

AND DRAINAGE

PLAN

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NO. DATE DESCRIPTION

1 01/13/17 ADDENDUM 1

SCALE: 1" =

NORTH

1/16" = 1'-0"

0 8' 16' 32' 48'

8610 SOUTH SANDY PARKWAY, SUITE 200

SANDY, UTAH 84070

(801) 255-7700

mcneilengineering.com

2 01/20/17 ADDENDUM 2

2

A3.02

4

1' - 6

"1'

- 6"

0' - 8

"0'

- 10"

2' - 0

"0'

- 10"

0' - 8

"

8' - 0

"

HSS, RE: STRUC.

TRIM, TO MATCH METAL WALL PANEL

CONT. BACKER ROD + SEALANT

PRECAST CONCRETE SINK, COLOR PER ARCHITECT, SUPPORTS AS NEEDED, COORDINATE W/PLUMBING REQUIREMENTS

STAINLESS STEEL SOAP / SANITIZING DISPENSER

1

1

45.0°45.0°

1 1/2"

0' - 3" 0' - 8" 0' - 6" 0' - 6"

HSS, RE: STRUC.

TRIM, TO MATCH METAL WALL PANEL

CONT. BACKER ROD + SEALANT

MASONRY WALL

1

STAINLESS STEEL COUNTERTOP

INDUSTRIAL STRENGTH BRACKETS COORDINATE SPACING W/ ARCHITECT

1

OH COILING DOOR

VARIES

BLOCKING AS REQ'D.

SHEET NUMBERCARBON PROJECT NO

SEAL

REVISION

PRO

JEC

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#

NO. DATE DESCRIPTIONISSUED

CONSULTANT

ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.

A5.01

DETAILS

PROJ #

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LAKE

, UT

8411

5A5

.01

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

OUTDOOR SINK

SCALE: 1 1/2" = 1'-0"3

INSIDE CORNER, TYP.

SCALE: 1 1/2" = 1'-0"4

COUNTERTOP DETAIL

NO. DATE DESCRIPTION2 1/20/17 Addendum No. 2

2

T.O. WALL10' - 8"

2X4 WOOD FRAMING

2X2 WOOD NAILER, RE: RCP FOR PATTERN

TRANSLUCENT POLYCARBONATE SKYLIGHTS, MFR: AMERILUX

LEXAPANEL STANDING SEAM SYSTEM, OR EQ.

END CAP PER MFR.

22 GA. PRE-FINISHED METAL FLASHING

CLAMP PER MFR.

TGI JOIST BEYOND

1

FLASH INTO SKYLIGHT SYSTEM PER MFR.

BATTEN AND RAFTER PER POLYCARBONATE PANEL WIDTH

1

A5.02

2X4 WOOD FRAMING

TAPERED INSULATION

SHEATHING, RE: STRUC.

A5.02

4

TRANSLUCENT POLYCARBONATE SKYLIGHTS, MFR: AMERILUX

LEXAPANEL STANDING SEAM SYSTEM, OR EQ.

FULLY ADHERED ROOF MEMBRANE SYSTEM -

OVERLAP NAILER, TYP.

JOISTS, RE: STRUC.

2X2 WOOD NAILER, RE: RCP FOR PATTERN

POLYCARBONATE

FOAM SPACER AND FASTENER PER MFR.

CONT. CLIP

22 GA. PRE-FINISHED METAL FLASHING

BATTEN BEYOND PER MFR.

8" M

IN

END CAP PER MFR.

22 GA. PRE-FINISHED METAL FLASHING

CLAMP PER MFR.

PIPE

CONTINUOUS SEALANT

DRAW BAND

METAL HOOD

EXTEND ROOFING BOOT BENEATH HOOD

ROOFING SYSTEM

18"

MIN

.

MIN.

8"

TRANSLUCENT POLYCARBONATE -PREDRILLED, EXPOSED FASTENERS, MFR: AMERILUX LEXAN THERMOCLEAR 15, 8MM PANEL, OR EQ.

J-MOLD

2X2 NAILER BELOW JOISTS, COORDINATE SPACING W/ARCHITECT

TGI JOISTS PER STRUC.

WALL PER PLANS

T.O. WALL10' - 8"

B

MECHANICALLY FASTENED ROOF MEMBRANE SYSTEM

PRESSURE TREATED LEDGER

SHEATHING, RE: STRUC.

TAPERED INSULATION

CEILING PER SCHED.

1/4" BENT STEEL PLATE, GALVANIZED

COPING + WALL BEYOND

1' - 0

"0'

- 4"

4" M

IN

CONT. FLANGE, FASTENERS @4" O.C.

3"

FLASHING PER MFR.

CONT. SEALANT

8"

SHEET NUMBERCARBON PROJECT NO

SEAL

REVISION

PRO

JEC

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#

NO. DATE DESCRIPTIONISSUED

CONSULTANT

ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.

A5.02

DETAILS

PROJ #

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5A5

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NO. DATE DESCRIPTION2 1/20/17 Addendum No. 2

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

SKYLIGHT SECTION 1

SCALE: 1 1/2" = 1'-0"3

SKYLIGHT SECTION 2, TYP.

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

PIPE PENETRATION

SCALE: 3" = 1'-0"4

CEILING EDGE DETAILSCALE: 1 1/2" = 1'-0"

5SECONDARY DRAIN DETAIL, TYP.

2

GALVANIZED IMBED PLATE

0' - 0

3/8

"0'

- 1 1

/2"

HONED CMU

1/4" CONT. BENT/WELDED FRAME

CONTINUOUS HINGE

3/8" STEEL FRAME, GALVANIZED

1 3/8" 18 GA. CORRUGATED METAL DECK, WELD TO FRAME

INTERIOR

GROUTED CELL, TYP.RE: STRUC.

0' - 4"

0' - 1"0' - 2"

SHIM, CONT. BACKER ROD + SEALANT

GALVANIZE DOOR + FRAME ASSEMBLY AFTER FABRICATION, TYP.

11 GA. STEEL, WELD TO FRAME, GALVANIZE

DOOR AFTER FABRICATION

HSS HEADER PER STRUC.

CONTINUOUS GAP AROUND FRAME

CONCRETE SLAB, SLOPE TO EXTERIOR, POUR OVER CMU STEM WALL, TYP.

1/2"

CMU

INTERIOR

3/8" STEEL FRAME, GALVANIZED

1 3/8" 18 GA. CORRUGATED METAL DECK, WELD TO FRAME

SHIM, CONT. BACKER ROD + SEALANT

GALVANIZE DOOR + FRAME ASSEMBLY AFTER FABRICATION

CONCEALED CLOSER

1/4" CONT. BENT/WELDED FRAME

1

CONT. DRIP EDGE

SEE SCHEDULE

SE

E S

CH

ED

ULE

DOOR TYPE A(EXTERIOR)

DOOR TYPE A(INTERIOR)

DOOR TYPE B

SEE SCHEDULE

SE

E S

CH

ED

ULE

FRAME TYPE 1

1/4"

1/4"

SEE SCHEDULE

SE

E S

CH

ED

ULE

SEE SCHEDULE

SE

E S

CH

ED

ULE

SHEET NUMBERCARBON PROJECT NO

SEAL

REVISION

PRO

JEC

T N

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#

NO. DATE DESCRIPTIONISSUED

CONSULTANT

ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.

A6.00

DOOR SCHEDULE

PROJ #

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DOOR AND FRAME SCHEDULE

DOOR #

DOOR FRAME

HE

AD

/ S

ILL

DE

TA

IL

JAM

B D

ET

AIL

SIL

L D

ET

AIL

FIR

E R

AT

ING

(M

IN)

HA

RD

WA

RE

GR

OU

P

REMARKS DOOR #TY

PE

R.O

. WID

TH

R.O

. HE

IGH

T

TH

ICK

NE

SS

MA

TE

RIA

L

TY

PE

DE

PT

H

MA

TE

RIA

L

100 A 3' - 4" 7' - 0" 3" STEEL 1 2 1 100

101 A 3' - 4" 7' - 0" 3" 1 2 1 101

102 A 3' - 4" 7' - 0" 3" 1 2 1 102

103 A 3' - 4" 7' - 0" 3" 1 2 1 103

104 B 2' - 0" 7' - 0" 2" 104

105 A 3' - 4" 7' - 0" 3" 1 1 105

105 A 3' - 4" 7' - 0" 3" 1 2 1 105

106A A 3' - 4" 7' - 0" 3" 1 106A

106B A 3' - 4" 7' - 0" 3" 1 2 1 106B

Grand total: 9

SCALE: 3" = 1'-0"1

DETAIL_DOOR JAMB TYP.SCALE: 3" = 1'-0"

2DETAIL_DOOR HEAD / THRESHOLD TYP.

NO. DATE DESCRIPTION2 1/20/17 Addendum No. 2

DOOR HARDWARE:

HINGE: IVES CONTINUOUS PIN AND BARREL HINGE - PRIMED FINISHCLOSER: 2010 ALLEGION EXTERIOR GRADE CONCEALED CLOSER

LOCK: TRILOGY DL3500 ELECTRONIC MORTISE LOCK - BATTERY OPERATED

2

A B C

1

2

3

4

5

6

1 1/2" TYPE K COPPER

UNDERGROUND TIE

IN. SEE CIVIL DWGS.

1 1/2" BUILDING

SHUTOFF AND PRV BY

WATTS OR EQUAL.

HEAT TRACE AND

INSULATE RISER UP

TO SHUTOFF VALVE

WATER HEATER

ISOLATION VALVE

1 1/2"

1 1/2"

1 1/2"

ROUTE PIPING HIGH AND

TIGHT IN CEILING SPACE.

COORDINATE TO AVOID

CROSSING OVER SKYLIGHTS

OR IN FRONT OF LIGHTS.

3/4" CW 3/4" CW/HW

3/4" CW/HW

3/4" CW/HW

1" CW/ 3/4" HW

1" CW/HW

KS

HS

MS

WH

WC2

WC1

WC1

WC2

UR

LS

DF

DF

LS

TMV LOCATE TMV ABOVE HAND

SINK. TMV TEMPERED

WATER TO SERVE HOT SIDE

OF LAV SINK FAUCETS.

ET

HB

HB

3/4" CW

A B C

1

2

3

4

5

6

COTG

CO

2" VTR

2" VENT, TYP. ALL FIXTURES

3" VTR

3"

3"

ROUTE 3 COMPARTMENT

SINK DRAINS TO GREASE

INTERCEPTOR

GREASE INTERCEPTOR

DISCHARGE TO

DISCHARGE INDIRECTLY

TO FLOOR SINK. PROVIDE

1" AIR GAP ABOVE FLOOR

SINK RIM. COORDINATE

FLOOR SINK LOCATION

PRIOR TO POURING SLAB.

3"

FS

GI

KS

HS

MS

WH

WC2

WC1

WC1

WC2

UR

LS

DF

DF

3"

3"

3"

3" TIE INTO SANITARY

SEWER. SEE CIVIL DWGS.

PROVIDE AND VENT FLOW

CONTROL VALVE FOR GREASE

INTERCEPTOR PER MFG. 3"

A B C

1

2

3

4

5

6

2" PRIMARY ROOF DRAIN TO DISCHARGE

INTO LANDSCAPED AREA. ROUTE PIPING

ON INSIDE WALL. LOCATE DOWNSPOUT

NOZZLE 12" ABOVE GRADE, TYP.

PROVIDE 2" PVC DOWNSPOUT NOZZLE BY

PLASTIC TONGUES OR EQUAL, TYP.

ROOF DRAIN

AREA: 185 FT^2

ROOF DRAIN

AREA: 185 FT^2

RD

RD

RD

RD

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ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.C:\Users\Scott\Google Drive\INGENIUM\PROJECTS\2016\16_112 SSLC Bathroom - Hannah\DWG\MODEL\16_112-S-CENTRAL.rvt

M2.00

MECHANICALPLANS

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M2.0

0

M2.00|S3.00 1/4" = 1'-0"

1 CULINARY WATER PLANM2.00|S3.00 1/4" = 1'-0"

2 SANITARY SEWER PLANM2.00|S3.00 1/4" = 1'-0"

3 ROOF DRAIN PLAN

NO DATE DESCRIPTION

1 01-09-2017 BID SET

2 01-17-2017 ADDENDUM 2

1-17-2017

01-20-201701-20-2017