W912QR21B0001Plans-0000.pdf

PDF 29 MB Posted Oct 9, 2020

Attached to: ADAL MAF Distributed Mission Operations B5028 at Scott Air Force Base
Solicitation number: W912QR21B0001
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for renovation and construction services at Building 5028 located at Scott Air Force Base. The project scope includes an approximately 5,900 square foot addition and 3,500 square foot renovation of existing space to provide open office, conference room, storage, break room, restroom, and security spaces. The work must be designed and constructed in accordance with DoD facility criteria and antiterrorism standards.

The procurement will result in a firm-fixed-price contract awarded under sealed bid procedures to the lowest priced offeror. The North American Industry Classification System code is 236220 and the acquisition is set aside exclusively for small businesses with a construction magnitude between $1 million and $5 million. Offerors must have an active System for Award Management registration. The point of contact for questions is the named contracting specialist via email.

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Other files

File	Type	Posted
W912QR21B0001 ADAL MAF B5028 Bid Opening Results.pdf	PDF	Nov 18, 2020
W912QR21B0001CADFiles-0003.zip	ZIP file	Nov 10, 2020
W912QR21B0001Plans-0003.pdf	PDF	Nov 10, 2020
W912QR21B0001Specs-0003.pdf	PDF	Nov 10, 2020
W912QR21B0001_Native CAD Files-0002.zip	ZIP file	Oct 29, 2020
W912QR21B0001_Site Visit Photos-0002.zip	ZIP file	Oct 29, 2020
W912QR21B0001Plans-0002.pdf	PDF	Oct 29, 2020
W912QR21B0001Specs-0002.pdf	PDF	Oct 29, 2020
B5028 MAF Site Visit Roster.xlsx	XLSX spreadsheet	Oct 27, 2020
W912QR21B0001-0001.pdf	PDF	Oct 13, 2020
W912QR21B0001Specs-0001.pdf	PDF	Oct 13, 2020
W912QR21B0001Specs_Vol1-0000.pdf	PDF	Oct 9, 2020
W912QR21B0001Specs_Vol2-0000.pdf	PDF	Oct 9, 2020

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US Army Corps of Engineers ®

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SOLICITATION NO.:

CONTRACT NO.:

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909 East Cervantes Street Pensacola, FL 32501 P: 850.434.5444 www.bullocktice.com

D:\_RVT2019\Projects\145616-11_Scott_AFB-B5028_ka.white@bulltice.com.rvt

7/28/2020 12:08:13 PM

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Louisville District

July 28, 2020

SCOTT AIR FORCE BASE, ILLINOIS

ADAL MAF DISTRIBUTED MISSION

OPERATIONS B5028

(482089)

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

09 October 2020

W912QR21B0001

WORK IN THIS CONTRACT INCLUDES THE CONSTRUCTION OF SECURE AREA IN ACCORDANCE WITH DODM 5200.01 VOL.

3. APPENDIX TO ENCLOSURE 3 PHYSICAL SECURITY STANDARDS, DATED FEBRUARY 24, 2012. THE RELATED BUILDING SYSTEMS AND ASSEMBLIES HAVE BEEN DESIGNED TO MEET THIS CRITERIA AND SHALL BE CONSTRUCTED AND INSTALLED BY THIS CONTRACT IN ACCORDANCE WITH THIS SAME CRITERIA. REFER TO SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL REQUIREMENTS. THE FOLLOWING PROVIDES ADDITIONAL GENERAL REQUIREMENTS AND DETAILED INFORMATION TO SUPPLEMENT THE DRAWINGS AND TECHNICAL SPECIFICATION REQUIREMENTS RELATED

TO THE CONSTRUCTION OF THE SECURE AREA OF THIS CONTRACT.

1. THE DESIGNATED SECURE AREA OF THIS PROJECT INCLUDES THE NEW ADDITION, EXISTING SIDE A, MEZZANINE AND SECOND FLOOR BEING RENOVATED TO CREATE A SINGLE SECURE AREA WITH A 6 SIDED PERIMETER. SIDE B IS NOT PART OF SECURE AREA WORK OF THIS CONTRACT REFER TO DRAWING A-102 FOR SECURE AREA PERIMETER

IN PLAN VIEW.

2. CONTRACTOR SHALL SCHEDULE AND COORDINATE THE SEQUENCE OF INSTALLATION OF ALL SECURE AREA PERIMETER WITH THE CONTRACTING OFFICER TECHNICAL REPRESENTATIVE (COR) TO PROVIDE ADVANCE NOTIFICATION AND ACCESS TO BUILDING ASSEMBLIES AND SYSTEMS THAT ARE PART OF THE DESIGNATED SECURE AREA(S) FOR GOVERNMENT SECURITY INSPECTORS TO PERFORM REQUIRED INSPECTIONS, DOCUMENTATION AND TESTING DURING VARIOUS STAGES OF CONSTRUCTION OF SECURE AREA CONSTRUCTION BEFORE BEING CONCEALED BY OTHER WORK OF THIS CONTRACT. THESE ASSEMBLIES INCLUDE BUT NOT LIMITED TO; SECURITY PERIMETER WALLS, FLOOR/CEILING, ROOF/CEILING, AND ALL PENETRATIONS THROUGH THE SECURE

PERIMETER.

3. WHERE INDICATED FOR CONSTRUCTION TO BE SEALED, SEALING SHALL BE ACCOMPLISHED USING SEALANT TO FILL ALL GAPS, HOLES AND SPACES AT ALL JUNCTIONS, PERIMETER AND PENETRATIONS THROUGH THE SECURITY ASSEMBLIES (WALL, FLOOR, AND CEILING – 6 SIDED BOX). FIRE SEALANT AT FIRE RATED CONSTRUCTION

CONDITIONS WHEN REQUIRED. ALL OTHER MATERIALS ARE UNACCEPTABLE.

4. PROJECT INCLUDES WALLS THAT ARE COMPOSED OF SEVERAL WALL ASSEMBLY TYPES THAT REQUIRE THE CONTRACTOR TO SEQUENCE THE INSTALLATION WITH THE FOLLOWING ORDER OF PRECEDENCE FOR TERMINATIONS AT INTERSECTIONS AND PERIMETERS AND SEALING OF PENETRATIONS; FIRE, SOUND, AND NON-

FIRE OR SOUND RATED ASSEMBLIES.

5. ALL PENETRATIONS THROUGH SECURE AREA SECURITY WALLS SHALL BE COMPLETELY SEALED ON BOTH SIDES OF THE PENETRATION WITH SEALANT AT NON-FIRE RATED CONDITIONS AND FIRE CAULK AT FIRE RATED ASSEMBLIES.

PENETRATIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: CONDUITS, PIPING, DUCTWORK, RACEWAYS, STRUCTURAL COMPONENTS, ETC. IF SEALING OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES ONLY REQUIRES FIRE CAULKING ON ONE SIDE OF THE PENETRATION THE OTHER SIDE SHALL BE SEALED WITH SEALANT.

6. ALL WALL AND CEILING SURFACES THAT FORM THE SECURE AREA PERIMETER SHALL BE PAINTED ABOVE LAY-IN ACOUSTICAL CEILINGS. GYPSUM WALLBOARD SURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED TO

PROVIDE A UNIFORM APPEARANCE.

7. ALL WALLS AND CEILING SURFACES WITHIN THE SECURE AREA PERIMETER SHALL BE PAINTED ABOVE LAY-IN ACOUSTICAL CEILINGS. GYPSUM WALL BOARD SURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED TO

PROVIDE A UNIFORM APPEARANCE.

SECURE AREA CONSTRUCTION - GENERAL NOTES

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D:\_RVT2019\Projects\145616-11_Scott_AFB-B5028_ka.white@bulltice.com.rvt

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INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND LEGEND

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD201 SECOND FLOOR MECHANICAL DEMOLITION PLAN

MD401 MECHANICAL DEMOLITION ENLARGED PLANS

M-100 FIRST FLOOR OVERALL MECHANICAL PLAN

M-101 FIRST FLOOR MECHANICAL DUCTWORK PLAN - EXISTING BUILDING

M-102 FIRST FLOOR MECHANICAL PIPING PLAN - EXISTING BUILDING

M-103 FIRST FLOOR MECHANICAL DUCTWORK PLAN - BUILDING ADDITION

M-104 FIRST FLOOR MECHANICAL PIPING PLAN - BUILDING ADDITION

M-201 SECOND FLOOR MECHANICAL PLAN

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTIONS

M-303 MECHANICAL ISOMETRICS

M-401 MECHANICAL ENLARGED PLANS

M-402 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 MECHANICAL SCHEMATICS

M-800 MECHANICAL CONTROLS GENERAL NOTES AND LEGEND

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

M-803 MECHANICAL CONTROLS

M-804 MECHANICAL CONTROLS

M-805 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION PLAN

ED102 IDS, ACS AND CCTV SYSTEMS DEMOLITION PLAN

EL101 LIGHTING PLAN

EP101 ELECTRICAL POWER PLAN

EP102 ELECTRICAL EQUIPMENT PLAN

EP401 ENLARGED SCALE PLANS

EY101 ELECTRICAL SYSTEMS PLAN

EY102 IDS, ACS AND CCTV SYSTEMS PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-601 ONE LINE DIAGRAM

E-901 ELECTRICAL SCHEDULES

E-902 ELECTRICAL SCHEDULES

E-903 ELECTRICAL SCHEDULES

E-904 ELECTRICAL SCHEDULES

E-905 ELECTRICAL SCHEDULES

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

A-140 ROOF PLAN

A-141 ROOF DETAILS

A-142 ROOF DETAILS

A-143 ROOF DETAILS

A-144 STEP FLASHING ELEVATIONS

A-151 REFLECTED CEILING PLANS

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED PLANS & ELEVATION

A-402 ENLARGED STAIR PLANS

A-403 STAIR SECTIONS

A-404 STAIR DETAILS

A-501 PLAN DETAILS

A-502 PLAN DETAILS

A-503 PLAN DETAILS

A-601 OPENING SCHEDULE AND DETAILS

A-602 DOOR DETAILS

A-603 DOOR DETAILS

A-604 LOUVER AND WINDOW DETAILS

INTERIOR

I-101 FINISH PLANS

I-102 FURNITURE PLANS

I-103 SIGNAGE AND CORNER GUARD PLANS

I-201 FURNITURE TYPICAL VIEWS

I-202 FURNITURE TYPICAL VIEWS

I-203 FURNITURE TYPICAL VIEWS

I-204 DESKING TYPICAL VIEWS

I-401 ENLARGED RESTROOM PLAN AND ELEVATIONS

I-501 INTERIOR DETAILS

I-601 FINISH SCHEDULE AND KEYS

I-602 SIGNAGE SCHEDULE AND NOTES

FIRE PROTECTION

F-101 ABBREVIATIONS AND LEGENDS

FD100 FIRE PROTECTION DEMOLITION PLAN

FA101 FIRST FLOOR FIRE ALARM REFLECTED CEILING PLAN

FA102 SECOND/MEZZANINE FLOOR FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM INPUT/OUTPUT MATRIX

FX101 FIRST FLOOR FIRE SPRINKLER PLAN

FX102 SECOND/MEZZANINE FLOOR FIRE SPRINKLER PLAN

FX502 FIRE SPRINKLER DETAILS

PLUMBING

P-001 PLUMBING GENERAL NOTES AND LEGEND

PD101 PLUMBING DEMOLITION PLAN

P-101 FIRST FLOOR PLUMBING PLAN

P-401 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-101 LAYDOWN AREA AND HAUL ROUTE

GI101 AERIAL OVERLAY

GR101 EXISTING SITE PHOTO LOCATIONS

GR901 EXISTING SITE PHOTOS

GR902 EXISTING SITE PHOTOS

LIFE SAFETY

FL101 CODE SUMMARY

FL102 LIFE SAFETY PLAN

CIVIL

B-101 BORING LOGS (BORING 1-2)

B-102 BORING LOGS (BORING 3-4)

B-103 BORING LOGS (BORING 5-6)

B-104 BORING LOGS (BORING 7)

V-101 CIVIL EXISTING CONDITIONS

CD101 CIVIL DEMOLITION PLAN

C-101 CIVIL SITE PLAN

CG101 CIVIL GRADING AND EROSION CONTROL PLAN

CU101 CIVIL UTILITY PLAN

CU201 SANITARY AND STORM PROFILE VIEW

C-501 CIVIL DETAILS

C-502 CIVIL DETAIILS

C-503 CIVIL DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 SPECIAL INSPECTIONS

SD101 STRUCTURAL DEMOLITION

S-101 FOUNDATION PLAN

S-102 ROOF FRAMING PLAN

S-201 FRAMING ELEVATIONS

S-501 FOUNDATION DETAILS

S-502 FOUNDATION DETAILS

S-503 FOUNDATION DETAILS

S-511 MASONRY DETAILS

S-521 FRAMING DETAILS

S-522 FRAMING DETAILS

S-523 FRAMING DETAILS

ARCHITECTURAL

A-001 LEGEND, NOTES, AND ABBREVIATIONS

A-002 WALL TYPES

A-003 WALL TYPES

A-004 AIR BARRIER DIAGRAM PLAN

AD101 GROUND FLOOR PLAN - DEMOLITION

AD102 DEMOLITION FLOOR PLANS

AD103 ROOF DEMOLITION PLAN

AD201 DEMOLITION ELEVATIONS

A-101 GROUND FLOOR PLAN

A-102 FLOOR PLANS

A-103 DIMENSION FLOOR PLANS

202007/28/

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GENERAL NOTES

1. ALL CONSTRUCTION VEHICLE TRAFFIC AND DELIVERIES TO ENTER THROUGH

MASCOUTAH GATE. ALL POV TRAFFIC TO ENTER THROUGH SHILOH GATE. ALL

NON-HAZARDOUS WASTE VEHICLES TO EXIT THROUGH SHILOH GATE.

PLAN NORTH

LAYDOWN AREA / VICINITY MAP

SCALE: 1" =100'

100 2000 A6

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D H

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G-101

D R

PRYOR DRIVE

B5028

PROJECT LOCATION

LAY DOWN AREA

(32 SPACES)

LAY DOWN

AREA

(100 SPACES)

ROAD TO BE CLOSED AND USED FOR CONSTRUCTION AND

EMERGENCY TRAFFIC ONLY. ROAD TO BE USED AS CONSTRUCTION

ENTRANCE PER DETAIL B8/C-502. CONTRACTOR SHALL REPAIR

ROAD IF DAMAGED DURING CONSTRUCTION

CONSTRUCTION TRAFFIC ROUTE

CONSTRUCTION

TRAFFIC

COMMERCIAL DELIVERIES ROUTE

CONCRETE WASHOUT

PER DETAIL D8/C-501

CONSTRUCTION LIMITS

B3677

B3652

B3600

B3650 B3651

B5018

B5016

B5020

CONSTRUCTION TRAFFIC

& HAUL ROUTE

D R

161 M

C O

EAST DRIVE

ILLINOIS

SOUTH

CONSTRUCTION ENTRY TO SAFB, IL

FROM HIGHWAY 161

VIA MASCOUTAH GATE/ COMMERCIAL VEHICLE INSPECTION STATION

(NO POV'S) - COMMERCIAL VEHICLES, EQUIPMENT AND DELIVERIES ONLY

FLORIDA

HAUL ROUTE / LOCATION MAP

SCALE: 1" =1000'

1000 20000 A1

CONSTRUCTION LIMITS

CONSTRUCTION

SIGN PER DETAIL C1/C503

DISTURBANCE

AREA

PERSONALLY OWNED

VEHICLES ENTRANCE ROUTE

AND ALL VEHICLE EXIT ROUTE

MAIN ENTRY TO SAFB, IL

FROM HIGHWAY 64

VIA SHILOH GATE/SCOTT VISITOR CENTER

(PERSONALLY OWNED VEHICLES ONLY)

SEIBERT RD

GOLF COURSE RD

TRAILERS AND

POV PARKING

(53 SPACES)

CONSTRUCTION LIMITS

TEMP PEDESTRIAN TRAFFIC

TO AND FROM SITE. TEMP

PEDESTRIAN SIGNAGE REQ.

ONE WAY AND FIRE

DEPT. ACCESS TO

REMAIN CLEAR

CONSTRUCTION TRAFFIC ROUTE

PERSONALLY OWNED VEHICLE ROUTE (AND EXIT)

CONSTRUCTION VEHICLE TRAFFIC AND HAUL ROUTE

CONSTRUCTION LIMITS

DISTURBANCE LIMITS

PROJECT LOCATION

BUILDING 5028

CHAPEL II

ADD. POV PARKING

(22 SPACES)

ETO

U R

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DETOUR

DETOUR DETOUR

DETOUR

LEGEND

X X X CONSTRUCTION FENCING 2020-07-28

CERTIFIED FINAL DESIGN SUBMITTAL

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AERIAL OVERLAY

SCALE: 1" =20'

20 400 A1

GENERAL NOTES

1. AERIAL IS PROVIDED BY BING USING 2020 IMAGERY.

2. AERIAL IS USED FOR INFORMATIONAL PURPOSES ONLY.

PLAN NORTH

GENERAL NOTES

EXISTING BUILDING

BUILDING ADDITION

2020-08-04

CERTIFIED FINAL DESIGN SUBMITTAL

2Q R

COMM

COMM COMM COMM COMM

COMM

C O

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C O

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COMM

W W

SD SD

SD SD SD SD SD

CB CB

ACAC

COM

CB CBCB

BUILDING

CPRYOR

DRIV

BUILDING 3677

FFE =

433.89

SIDEWALK

5' S

' S

4' S

6' SIDEWALK

ASPHALT PARKING LOT

COVERED

CONCRETE

PAD

ASPHALT PARKING LOT

433 433

432432

N N

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O N

D B

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GENERAL NOTES

1. LOCATION PHOTOS WERE TAKEN IS APPROXIMATE.

LEGEND

PLAN NORTH

EXISTING SITE PHOTO LOCATIONS

SCALE: 1" =20'

20 400 A1

G S

O C

N S

GR101

GR901

LOCATION EXISTING SITE

PHOTO WAS TAKEN

GR901

E7GR901

B1 G

B7 G

GR902 E4

GR902

GR902 B1

GR902

GR90

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SOUTH FACE OF BUILDINGE1 SOUTH FACE OF BUILDINGE4 SOUTHWEST CORNER OF BUILDINGE7

WEST FACE OF BUILDINGB1 SIDEWALK AND DOOR ALONG WEST FACE OF BUILDINGB4 NORTHWEST CORNER OF BUILDINGB4

2020-07-28

CERTIFIED FINAL DESIGN SUBMITTAL

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NORTH FACE OF BUILDINGE1 NORTH FACE OF BUILDINGE4 NORTH FACE OF BUILDINGE7

NORTH FACE OF BUILDINGB1 NORTH FACE OF BUILDINGB4

2020-07-28

CERTIFIED FINAL DESIGN SUBMITTAL

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BIM 360://BTA (Scott AFB 5028)/145616-11_Scott_AFB-B5028_FIRE.rvt

7/28/2020 4:40:31 PM

FL101

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CERTIFIED FINAL DESIGN SUBMITTAL

R .P

A T

A .P

E R

D U

R .B

J O

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E N

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P F

THIS DRAWING IS FOR

REFERENCE ONLY. IT IS NOT

PART OF THE CONSTRUCTION

CONTRACT AND ALL

INFORMATION CONTAINED

HERE IS LOCATED ON THE

CONSTRUCTION DOCUMENTS

2/21/19

07/28/2020 W

2Q R

S S

S SS S S

S S

WOMENS

MECH./ELEC.

COMM.

OPEN OFFICE

CONF. RM.

MENS

OFFICE

JAN.

C O

R R

SITE MGR.

ECC

HEALTH AND

MONITORING

OFFICE

STAIR

CORRIDOR

SERVER

MEN

WOMEN

BADGING

MECH

ECC

STAIR-1

S1-1

ELEV.

EQUIP.

151A

AREA USE LEGEND

BUSINESS

ASSEMBLY - LESS CONCENTRATED

IT/COMM

MECHANICAL, ELECTRICAL

AREA USE PER NFPA 101 AND UFC 3-600-01 FOR

PURPOSES OF OCCUPANT LOAD CALCULATIONS.

THESE ARE NOT OCCUPANCIES.

EXIT

PATH:4

PATH:3

PATH:2

PATH:1

CONTINUE RATING TO

EXTERIOR WALL FOR

EXPOSURE OF

ENCLOSED STAIR

FEC

FEB

EXIT

1 2 3

5 6

A.5

PATH:3

LIFE SAFETY LEGEND

SMOKE PARTITION

1 HOUR FIRE BARRIER

START EGRESS PATH

END OF COMMON PATH

END OF EGRESS PATH

EXIT LABEL

FIRE EXTINGUISHER (BRACKET)

FIRE EXTINGUISHER

(CABINET, SEMI-RECESSED)

EMERGENCY EXIT SIGN

(SEE ELECTRICAL / LIGHTING

PLANS FOR IMPLEMENTATION)

EXIT

FEB

FEC

ECC

CORRIDOR

ELEV.-2

136-2

STOR-1

251-1

STAIR-2

S1-2

EXIT

PATH:5

A.5

OCCUPANT LOAD CONSIDERED PART OF THE EGRESS

AREA BELOW (01B2). THIS IS A NORMALLY UNOCCUPIED

BUILDING SERVICE EQUIPMENT AREA. HOWEVER,

OCCUPANT LOAD HAS BEEN ADDED TO THE FIRST

FLOOR FOR PURPOSES OF EGRESS ANALYSIS.

FEB

MEZZANINE

MECH/ELEC

EXIT

OPEN TO

FIRST

FOOR

BELOW

US Army Corps of Engineers ®

SHEET ID

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2 3 4 5 6 7 8 9 10

D A

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File Path:

Plot Date:

M A

R K

D E

S C

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

E N

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BIM 360://BTA (Scott AFB 5028)/145616-11_Scott_AFB-B5028_FIRE.rvt

7/28/2020 4:40:47 PM

FL102

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CERTIFIED FINAL DESIGN SUBMITTAL

R .P

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1/8" = 1'-0"FL102

LIFE SAFETY PLAN (1ST FLOOR)1

EGRESS PATHS

PATH LENGTH

MAX

LENGTH COMMON

MAX

COMMON

1 107' 300' 41' 100'

2 65' 300' 18' 100'

3 90' 300' 31' 100'

4 64' 300' 34' 100'

5 64' 300' 27' 100'

OCCUPANT LOAD

USE

LOAD

FACT. AREA OCCUPANTS

01B

ASSEMBLY - LESS

CONCENTRATED

15 421 SF 29

BUSINESS 150 6893 SF 47

IT/COMM 300 448 SF 3

MECHANICAL,

ELECTRICAL

500 913 SF 3

8675 SF 82

01M1

MECHANICAL,

ELECTRICAL

500 186 SF 1

186 SF 1

01M2

MECHANICAL,

ELECTRICAL

500 112 SF 1

112 SF 1

02B

BUSINESS 150 1748 SF 12

1748 SF 12

TOTAL OCCUPANTS

(PROJECT AREA)

10721 SF 96

FireLogix Engineering, Ltd.

215 North Broadway Street

Lebanon, Ohio 45036

(513) 206-9651 www.firelogix.com

8'4' 16'0

SCALE: 1/8"=1'-0"

EXIT CAPACITY

EXIT

CLEAR

WIDTH

CAPACITY

FACTOR

(Inch/Occ)

CAPACITY

(Occupants)

01B

B1 32" 0.2 160

B2 32" 0.2 160

B3 32" 0.2 160

B4 32" 0.2 160

01M1

M1 64" 0.2 320

01M2

M2 64" 0.2 320

02B

B5 32" 0.2 160

B6 32" 0.2 160

TOTAL EXIT CAPACITY

(PROJECT AREA)

1/8" = 1'-0"FL102

LIFE SAFETY PLAN (2ND FLOOR)2

1/8" = 1'-0"FL102

LIFE SAFETY PLAN (MEZZANINE)3

ALL EGRESS PATHS MEET REQUIREMENTS

OCCUPANT LOADING CALCULATED PER EGRESS AREA (I.E. BY

ASSUMED EXITS AVAILABLE AND USED FOR PURPOSES OF ANLYSIS)

CLEAR WIDTH / CAPACITY FACTOR = CAPACITY

EXIT CAPACITY BY EGRESS AREA IS SUFFICIENT FOR

THE OCCUPANT LOAD. MOST LIMITING EGRESS

COMPONENT (LEVEL, RAMP OR STAIR USED) USED.

KEY NOTES

1 1-HR EXIT STAIR SHAFT ENCLOSURE.

2 1-HR ELEVATOR HOISTWAY.

3 1-HR ELEVATOR EQUIPMENT ROOM.

4 1-HR FIRE BARRIER. MECHANICAL ROOM

WITH GAS FIRED EQUIP.

5 SMOKE PARTITION PER NFPA 101 8.7. AREA

HAZARD GREATER THAN GENERAL

OCCUPANCY.

6 1-HR SHAFT OPEN TO MEZZANINE

MECHANICAL ROOM. MEZZANINE MECH

ROOM 1-HR RATED FOR CONTINUATION OF

SHAFT PER NFPA 90A.

7 1-HR FIRE BARRIER. ELECTRICAL

TRANSFORMER >112.5 KVA.

8 NON-COMBUSTIBLE CONCEALED SPACE

ABOVE THE FIRST FLOOR CEILING.

9 DESIGNATED MEANS OF EGRESS PATH IS

NOT REQURIED FOR NORMALLY

UNOCCUPIED BUILDING SERVICE

EQUIPMENT SUPPORT AREAS LESS THAN

90,000 SF WHERE SPRINKLERS ARE

PROVIDED. SEE NFPA 101 (2018) SECTION

7.14.3.2.

10 EXIT ACCESS ONLY, NOT INCLUDED IN EXIT

CAPACITY CALCULATIONS. MEZZANINE

OCCUPANT LOAD IS INCLUDED IN FIRST

FLOOR EXIT CAPACITY CALCULATION.

11 FOR PURPOSES OF EXIT CAPACITY

ANALYSIS ONLY, THIS EXIT NOT UTILIZED IN

CALCULATION AS SHARED WITH B5028-B.

EXIT IS AVAILABLE FOR FULL BUILDING.

KEY PLAN

N.I.C.

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

2/21/19

07/28/2020 W

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C H

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BORING LOGS (BORING 1-2)A1

L O

G S

(B O

-2

B-101 2020-07-28

CERTIFIED FINAL DESIGN

2Q R

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C H

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BORING LOGS (BORING 3-4)A1

L O

G S

(B O

-4

B-102 2020-07-28

CERTIFIED FINAL DESIGN

2Q R

N N

C R

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C O

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D R

B Y:

E D

SHEET ID

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C H

8, W

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-2 0-

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BORING LOGS (BORING 5-6)A1

L O

G S

(B O

-6

B-103 2020-07-28

CERTIFIED FINAL DESIGN

2Q R

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BORING LOGS (BORING 7)A1

L O

G S

(B O

B-104 2020-07-28

CERTIFIED FINAL DESIGN

2Q R

COMM

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

W W

SD SD

SD SD SD SD SD

CB CB

ACAC

COM

CB CBCB

BUILDING

CPRYOR

DRIV

BUILDING 3677

FFE =

433.89

SIDEWALK

5' S

' S

4' S

6' SIDEWALK

ASPHALT PARKING LOT

COVERED

CONCRETE

PAD

ASPHALT PARKING LOT

433 433

432432

CB GRT. 431.74

12" RCP 429.24

CB TOP 431.96

12" RCP 429.16

CB TOP 432.92

12" RCP 428.77

CB TOP 433.44

BOT. 428.14

4" PVC 428.74 (S)

8" PVC 429.49 (NE)

6" PVC 428.74 (NE)

STM MH RIM 432.11

12" RCP 427.86

24" RCP 427.76

STM CB TOP 431.40

12" RCP 427.70

24" RCP 427.56

STM CB TOP 431.43

12" RCP 427.85

SAN MH RIM 432.48

8" VCP 420.28 (S)

433.1

SOIL-B1 432.2

SOIL-B2 432.3

SOIL-B3

433.4

SOIL-B4

433.3

SOIL-B5 433.4

SOIL-B6

433.7

SOIL-B7

XXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXX

X X

N N

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E D

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US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

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F D

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BUSH

COMMUNICATIONS MANHOLE

COMMUNICATIONS PANEL

CONIFEROUS TREE

DRAIN

CATCH BASIN - SQUARE

CATCH BASIN - ROUND

ELECTRIC HANDHOLE

ELECTRICAL MANHOLE

FIRE HYDRANT

GENERIC TREE

HVAC EQUIPMENT

MAGNAIL

NATURAL GAS METER

POST

SANITARY CLEANOUT

SANITARY MANHOLE

Sign

SOIL BORING

STORM DRAINAGE DEVICE

STORM MANHOLE

TRANSFORMER

UTILITY POLE

YARD LITE

COM

COMM COMMUNICATIONS UNDERGROUND

W W WATER

G GAS

E E UNDERGROUND ELECTRIC

ROAD CENTERLINE

VEGETATION

FLOWER BED

SAN SANITARY

SD STORM

GENERAL NOTES

1. SURVEY COORDINATES SHOWN ARE NAD83, ILLINOIS STATE PLANE (WEST)

VERTICAL DATUM IS NAVD88. SURVEY DATE: JAN. 27, 2020

2. UTILITIES SHOWN HEREON ARE AS MARKED BY SCOTT AFB AND MARKS WERE

SURVEY LOCATED. (ALL UTILITIES SHALL BE FIELD VERIFIED BEFORE ANY

EXCAVATION.

3. ALL WATER LINES SHOWN HEREON ARE TAKEN FROM SCOTT AFB GIS SYSTEM

AND SHALL BE FIELD LOCATED BEFORE ANY EXCAVATION.

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

PLAN NORTH

CIVIL EXISTING CONDITIONS

SCALE: 1" =20'

20 400 A1

TOP OF 6" PVC

CONDUIT 430.6

TOP OF 6" PVC

CONDUIT 430.6

TOP OF 36"

CONC. COVERED

DUCT BANK 428.7

APROXIMATE LOCATION OF WATER LINE

SURVEY CONTROL PT

N: 684513.51

E: 2389169.23

ELEV: 433.15

SURVEY CONTROL PT

N: 684356.20

E: 2389107.72

ELEV: 432.52

SURVEY CONTROL PT

N: 684449.06

E: 2389263.62

ELEV: 433.45

SURVEY CONTROL PT

N: 684386.26

E: 2389350.91

ELEV: 433.45

C O

N D

N S

V-101

LIGHT POLE

ASPHALT

ARKIN

G LO

CONSTRUCTION FENCE

2020-07-28

CERTIFIED FINAL DESIGN

2Q R

COMM

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

W W

SD SD

SD SD SD SD SD

CB CB

ACAC

COM

CB CBCB

BUILDING

N 684,207.88 E 2,389,411.69

CPRYOR

DRIV

BUILDING 3677

FFE =

433.89

SIDEWALK

5' S

' S

4' S

6' SIDEWALK

ASPHALT PARKING LOT

COVERED

CONCRETE

PAD

ASPHALT PARKING LOT

N: 684429.15 E: 2389155.48

N: 684431.36 E: 2389036.64

N: 684440.37 E: 2389032.51

N: 684439.52 E: 2389150.57

X X

XXXXXXXXXXXXXXXXXXXXXXXXXX

X X X

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXX

X X

N N

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SHEET ID

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US Army Corps of Engineers

C H

8, W

2Q R

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GENERAL NOTES

1. PAVEMENT REMOVED SHALL BE SAWCUT TO A CLEAN EDGE

2. ANY DISTURBED SOIL SHALL BE SEEDED AND RESTORED TO ORIGINAL

CONDITION.

3. ALL TREES REMOVED TO BE REPLACED WITH 2 TREES, COORDINATE

LOCATION AND TYPE WITH AMC 375 CES.

DEMOLITION KEYNOTES

1. UNDERGROUND ELECTRIC TO BE ENCASED IN CONCRETE

SEE DETAIL A7/ES101

2. ABANDONED UNDERGROUND COMMUNICATIONS LINE TO BE REMOVED

UNDER PROPOSED ADDITION AND DETENTION AREA. SEE KEYED NOTE 3

ON SHEET ES101

3. REMOVE EXISTING 3" CALIPER TREE

4. SAWCUT AND REMOVE SIDEWALK TO NEAREST JOINT

5. FIRE HYDRANT AND BRANCH TO BE REMOVED AND DELIVERED TO SCOTT

AFB STORAGE FACIILITY. PLUG TEE AT MAIN.

SEE SHEET C-101 & CU101 FOR NEW LOCATION

6. EXTRA PRECAUTION IS TO BE TAKEN TO NOT DAMAGE THE

COMMUNICATIONS LINE, POTHOLE AND VERIFY DEPTH BEFORE POURING

FOOTING

PLAN NORTH

CIVIL DEMOLITION PLAN

SCALE: 1" =20'

20 400 A1

O N

CD101

BUILDING

ADDITION

OUTLINE

DETENTION

OUTLINE

CONSTRUCTION LIMITS

SEE SHEET G-101 FOR FULL LIMITS

DISTURBANCE

LIMITS

LAY DOWN

AREA

ADD. POV

PARKING

CONSTRUCTION FENCE

2020-07-28

CERTIFIED FINAL DESIGN

2Q R

XXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXX

X X

COMM

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

W W

CB CB

ACAC

COM

CB CBCB

BUILDING

N 684,207.88 E 2,389,411.69

CPRYOR

DRIV

BUILDING 3677

FFE =

433.89

SIDEWALK

5' S

' S

4' S

6' SIDEWALK

ASPHALT PARKING LOT

COVERED

CONCRETE

PAD

ASPHALT PARKING LOT

SAN

SANSAN

SAN

CO CO

WWW FH

SDSD

0+00

1+00

2+00

3+00 3+33

0+00

0+56

0+00

0+50 0+66

N: 684407.89 E: 2389146.59

N: 684389.25 E: 2389085.39N: 684434.15

E: 2389036.70

N: 684446.65 E: 2389049.65

N: 684212.16 E: 2389274.39

N: 684261.63 E: 2389259.52

N: 684426.52 E: 2389160.10

N: 684385.44 E: 2389115.75

N: 684435.77 E: 2389068.56

N: 684449.91 E: 2389053.52

N: 684492.83 E: 2389095.65

N: 684458.83 E: 2389128.32

N: 684275.45 E: 2389259.63

N: 684473.91 E: 2389076.20

N: 684474.10 E: 2389115.27

N: 684473.48 E: 2389172.54

N: 684253.20 E: 2389235.90

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

2Q R

-1 6-

D -0

N U

C -1

W G

" x

U .S

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M Y

C O

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D B

G , O

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B A

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A D

A L

M A

F D

N O

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S B

CATCH BASIN

CLEANOUT

CONCRETE

DOWNSPOUT

FIRE HYDRANT

OUTLET STRUCTURE

SANITARY MANHOLE

GENERAL NOTES

1. SANITARY SHALL BE 18" VERTICAL AWAY FROM ANY WATER OR STORM

UTILITIES.

2. UTILITIES TO BE TRENCHED PER DETAIL D4/C-501.

3. BUILDING COORDINATES ARE NOT PROVIDED. BUILDING SHOULD BE

CONSTRUCTED FROM THE ARCHITECTURAL DIMENSIONS.

4. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE

GOVERNMENT'S MINIMUM REQUIREMENTS. AS INDICATED ON THE PLANS

AND SPECIFICATIONS ALL LISTED MANUFACTURERS ARE THE BASIS OF

DESIGN. OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE

STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED

MANUFACTURER MEET OR EXCEED THE STANDARD OF QUALITY AND

CHARACTERISTICS OF THE BASIS OF DESIGN.

5. ATFP STANDOFF DISTANCE DOES NOT APPLY TO THIS BUILDING AS IT IS

WITHIN A CONTROLLED PERIMETER.

6. WATER AND SANITARY LINES ARE SHOWN ON SHEET CU101.

SITE PLAN KEYNOTES

1. SIDEWALK

SEE DETAIL E1/C-501

2. UNDERGROUND DETENTION

SEE DETAIL C1/C-502

3. NEW MINIMUM 3" CALIPER TREE NATIVE TO THE AREA. COORDINATE WITH

375TH FOR SPECIES AND LOCATION. ASH TREES SHALL NOT BE

PERMITTED.

PROPOSED LEGEND

PLAN NORTH

CIVIL SITE PLAN

SCALE: 1" =20'

20 400 A1

C-101

REPAIR TO

THE NEAREST

JOINT

REPAIR TO

THE NEAREST

JOINT

REPAIR TO

THE NEAREST

JOINT

TIE INTO EXISTING WALK

MAX SLOPE = 2.00%

CONSTRUCTION LIMITS

DISTURBANCE LIMITS

BUILDING ADDITION

LAY DOWN

AREA

ADD. POV

PARKING

CONSTRUCTION FENCE

2020-08-04

CERTIFIED FINAL DESIGN SUBMITTAL

2Q R

COMM

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

W W

SD SD

SD SD SD SD SD

CB CB

ACAC

COM

CB CBCB

BUILDING

CPRYOR

DRIV

BUILDING 3677

FFE =

433.89

SIDEWALK

5' S

' S

4' S

6' SIDEWALK

ASPHALT PARKING LOT

COVERED

CONCRETE

PAD

ASPHALT PARKING LOT

SAN

SANSAN

SAN

CO CO

WWW FH

SDSD

0+00

1+00

2+00

3+00 3+33

0+00

0+56

0+00

0+50 0+66

3.4

433.84

433.50

73 43

3.8

3.3

433.39 433.39

433.39

433.89

432 432

N N

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US Army Corps of Engineers

C H

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F-

2Q R

-1 6-

D -0

N U

C G

D W

" x

U .S

. A R

M Y

C O

O F

R S

E, D

E, K

G E

S O

O N

D B

G , O

O R

C E

B A

, I

A D

A L

M A

F D

N O

O N

S B

EXISTING MINOR CONTOUR

GENERAL NOTES

1. SITE SHALL GRADE AWAY FROM ANY BUILDINGS.

2. ANY LAND DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RETURNED

TO IT'S PRE-CONSTRUCTION STATE VIA SEEDING PER SPECIFICATIONS.

3. DOWNSPOUT CONNECTORS SHALL BE PER DETAIL C1/C-503

LEGEND

PLAN NORTH

CIVIL GRADING AND EROSION CONTROL PLAN

SCALE: 1" =20'

20 400 A1

FFE = 433.89

SPOT ELEVATION

SITE PLAN KEYNOTES

1. SILT FENCE

SEE DETAIL A6/C-502

2. INLET PROTECTION

SEE DETAIL A3/C-502

3. INLET PROTECTION (CURB FILTER)

SEE DETAIL A3/C-502

2 2

A N

D E

R O

N C

O N

CG101

PROPOSED MINOR CONTOUR

000.00

CB201

STA: 0+15.44

TOP = 433.11

INV = 430.24

CB202

STA: 0+66

TOP = 432.92

12" RCP = 428.77

6" PVC = 429.27

INV= 430.00

TOP = 433.25

INV = 431.25

INV= 431.00

" P

49' ~ 6" PVC

" P

18' ~

6" PVC 67' ~ 6" PVC

48' ~ 6" PVC

55' ~12" PVC

CB204

STA: 0+56

TOP = 431.96

12" RCP = 429.16

6" PVC = 429.16

CB203

STA: 0+00

TOP = 433.00

12" PVC = 429.25

E6/CU201

E1/CU201

DISTURBANCE

LIMITS

CONSTRUCTION

LIMITS

2020-08-04

CERTIFIED FINAL DESIGN SUBMITTAL

2Q R

COMM

COMM COMM COMM COMM

COMM

C O

M M

C O

M M

COMM

W W

SD SD

SD SD SD SD SD

CB CB

ACAC

COM

CB CBCB

BUILDING

N 684,207.88 E 2,389,411.69

CPRYOR

DRIV

BUILDING 3677

FFE =

433.89

SIDEWALK

5' S

' S

4' S

6' SIDEWALK

ASPHALT PARKING LOT

COVERED

CONCRETE

PAD

ASPHALT PARKING LOT

SAN

SANSAN

SAN

CO CO

WWW FH

SDSD

0+00

1+00

2+00

3+00 3+33

0+00

0+56

0+00

0+50 0+66

143' ~ 6" PVC @ 0.40%185' ~ 6" PVC @ 0.40%

CO101

RIM 432.86

6" PVC = 423.15

MH102

STA: 1+89.78

RIM 432.15

6" INV = 422.22 - NW

6" INV = 422.12 - SE

MH103

STA: 3+32.61

RIM 432.33

6" INV = 421.51

EX 8" VCP = 420.28

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

2Q R

-1 6-

D -0

N U

C U

D W

" x

U .S

. A R

M Y

C O

O F

R S

E, D

E, K

G E

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O N

D B

G , O

O R

C E

B A

, I

A D

A L

M A

F D

N O

O N

S B

BUSH

COMMUNICATIONS MANHOLE

COMMUNICATIONS PANEL

CONIFEROUS TREE

DRAIN

Drainage - Catch Basin

Drainage - Catch Basin - Round

ELECTRIC HANDHOLE

ELECTRICAL MANHOLE

FIRE HYDRANT

Generic Tree

HVAC EQUIPMENT

MAGNAIL

NATURAL GAS METER

POST

SANITARY CLEANOUT

SANITARY MANHOLE

Sign

SOIL BORING

STORM DRAINAGE DEVICE

STORM MANHOLE

TRANSFORMER

UTILITY POLE

YARD LITE

COM

COMM COMMUNICATIONS

W W WATER

G GAS

E E ELECTRIC

VEGETATION

FLOWER BED

SAN SANITARY

SD STORM

GENERAL NOTES

1. SANITARY SHALL BE 18" VERTICAL AWAY FROM ANY WATER OR STORM

UTILITIES.

2. WATER LINE SHALL BE BURIED AT A MINIMUM OF 38" (48" PREFERRED) TO

THE TOP OF THE PIPE. 38" IS THE ACCEPTED FROST DEPTH.

3. DOWNSPOUTS ARE 5" DIAMETER AND MUST BE CONNECTED TO THE 6"

DIAMETER PIPE WITH APPROPRIATE FITTING. VERIFY DOWNSPOUT

LOCATIONS WITH ARCHITECTURAL PLANS.

SITE PLAN KEYNOTES

1. 6" SANITARY (PVC)

SEE SHEET C-201 FOR PROFILE AND INVERTS

2. CLEANOUT

SEE DETAIL A4/C-501

3. SANITARY MANHOLE

SEE DETAIL A1/C-501

4. REPLACE SANITARY MANHOLE

SEE DETAIL A1/C-501

5. POST INDICATOR VALVE

SEE DETAIL B9/C-501

6. UTILITY CROSSING

CONTRACTOR TO USE HAND TOOLS WITHIN 2'

OF EXISTING COMM LINE

7. NEW FIRE HYDRANT LOCATION, HYDRANT

BRANCH, AND TAPPING VALVE AND SLEEVE.

SEE D5/C-503

8. 4" x 6" CONNECTION SEE SHEET P-101 FOR

CONTINUATION

LEGEND

PLAN NORTH

CIVIL UTILITY PLAN

SCALE: 1" =20'

20 400 A1

CU101

56' ~ 6" DUCTILE IRON

CATCH BASIN

CLEANOUT

CONCRETE

DOWNSPOUT

FIRE HYDRANT

OUTLET STRUCTURE

SANITARY MANHOLE

EXISTING NEW

A1/CU201

2020-08-04

CERTIFIED FINAL DESIGN SUBMITTAL

2Q R

SANITARY PROFILE

SCALE: 1"=20' H

1"=2' V

0+00.000+05.00 1+89.78 3+32.61

-0+10.000+00.00 1+00.00 2+00.00 3+00.00 3+50.00

185' ~ 6" PVC @ 0.40%185' ~ 6" PVC @ 0.40%

12"RCP

INV. 428.85

12"RCP

INV. 428.04 6" DIP

INV. 427.90

143' ~ 6" PVC @ 0.40%

C O

V O

U T:

S E

M H

V O

U T:

S E

M H

" V

C P

36" COMM DUCT BANK

18" SEPARATION

5' ~ 4" PVC @ 2%

TO BUILDING

4" PVC

430.39

STORM PROFILE

SCALE: 1"=20' H

1"=2' V

-0+50.00 0+00.00 1+00.00 1+50.00

15' ~ 6" PVC @ 1.00%

51' ~ 6" PVC @ 1.00%

C B2

+6 6.

N W

C B3

+1 5.

N W

V O

U T:

S E

36" COMM DUCT BANK

STORM CONT PROFILE

SCALE: 1"=20' H

1"=2' V

0+00.00 0+55.54

-0+50.00 0+00.00 1+00.00 1+50.00

C B-

V O

U T:

S E

56' ~ 12" PVC @ 0.50%

C B-

V O

U T:

N E

36" COMM DUCT BANK

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

2Q R

-1 6-

D -0

N U

C -2

W G

" x

U .S

. A R

M Y

C O

O F

R S

E, D

E, K

G E

S O

O N

D B

G , O

O R

C E

B A

, I

A D

A L

M A

F D

N O

O N

S B

SANITARY PROFILE VIEW

SCALE: 1" =20'

20 400

A1 2 40

D S

M P

R O

CU201

STORM PROFILE CB201 - CB202

SCALE: 1" =20'

20 400

E1 2 40

STORM PROFILE CB203 - CB204

SCALE: 1" =20'

20 400

E6 2 40

NOTE: 36" COMM DUCT BANK SIZE IS UNKNOWN.

CONTRACTOR TO VERIFY UTILITY CROSSING BY

APPROPRIATE MEANS, POTHOLING, ETC.

D 1/

C -5

O R

U C

2020-07-28

CERTIFIED FINAL DESIGN

2Q R

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

2Q R

-1 6-

D -0

N U

C -5

W G

" x

U .S

. A R

M Y

C O

O F

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E, D

E, K

G E

S O

O N

D B

G , O

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C E

B A

, I

A D

A L

M A

F D

N O

O N

S B

UTILITY TRENCHING

N.T.S.D4

FINISHED

GRADE

CLEANOUT

VARIES 3" TO 8"* - 1/8 BEND (PVC)

VARIES 3"X3" TO 8"X8"*

WYE (PVC)

VARIES 3" TO 8"* PVC

PIPE

VARIES 3" TO 8"* PLUG OMIT PLUG

WHERE SEWER JOINS BUILDING

CONNECTION

* SEE PLANS FOR

LINE SIZE

STANDARD PRECAST MANHOLE

N.T.S.

CLEANOUT

N.T.S.

SIDEWALK

N.T.S.

C .J

VARIES - SEE PLANS

(5' TYP.)

C .J

SIDEWALK CONTROL JOINT

C .J

0.5" PREFORMED

EXPANSION JOINT

(ODOT 705.03)

E.J.=EXPANSION JOINT

C.J.=CONTROL JOINT

5' TYP.

30' TYP.

3 2 1

0.25" RADIUS

1" DEEP; TOOLED

SIDEWALK EXPANSION JOINT

SIDEWALK COLD JOINT

CONCRETE SIDEWALK SECTION

0.25" RADIUS

#4 SMOOTH STEEL ROD, 2.0' LONG WITH

SLEEVE AND DOWEL CAP (2.0' O.C.) ROD SHALL

BE GREASED ON SIDE INSERTED INTO CAP

1" DEEP; TOOLED

5" CONCRETE - 4000 PSI MINIMUM

4" NO. 57 LIMESTONE

SUBGRADE COMPACTION

NOTES:

1. CROSS SLOPES NOT TO EXCEED 2.00%

2. RUNNING SLOPE NOT TO EXCEED 5.00%

3. SIDEWALK TO BE ABA HANDICAP ACCESSIBLE5"

0.25" RADIUS

A1 A4

6" THICK MIN., 3/4" WASHED

STONE BASE COMPACTED SUBGRADE

OR UNDISTURBED GROUND

POLYSTYRENE STEPS

CAST IRON FRAME AND COVER ADJUSTED

TO GRADE AS REQUIRED USING PRECAST

CONCRETE OR HDPE GRADE RINGS, 12"

MAXIMUM. FRAME TO BE THOROUGLY

EMBEDDED IN NON SHRINK GROUT

TOP MANHOLE SECTION

MAY BE CONCENTRIC

OR ECCENTRIC

JOINTS TO BE SEALED USING

BUTYL RUBBER IN ACCORDANCE

WITH ASTM C443 AND MORTARED

OUTSIDE SURFACES

EACH PRECAST MANHOLE SECTION

TO HAVE (2) WATER-TIGHT LIFT

JOINTS (NON THROUGH HOLES)

COAT EXTERIOR WITH ASPHALT

EPOXY SEAL COAT (2 COATS

PRECAST CHANNEL, HEIGHT TO BE 0.75

PIPE ID, BENCH TO BE CONCRETE AND

PITCH TOWARD CHANNEL 1":12"

PIPE TO MANHOLE SEAL TO BE IN

ACCORDANCE WITH ASTM C923 OR

APPROVED EQUAL

48" FOR UP TO 18" PIPE

60" FOR 20"-36" PIPE

72" FOR 39"-60" PIPE

24" OR 30"

(SEE NOTE 2)

"/3

O N

3" M

8" M

8" MIN.

NOTES:

1. PRECAST CONCRETE MANHOLE DESIGN AND REINFORCEMENT SHALL CONFORM TO ASTM C478,

LATEST REVISION WITH A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI.

2. MAXIMUM PIPE O.D. TO BE 31.5" FOR 180° THRU 135° DEFLECTION AND 25" FOR 90° DEFLECTION.

3. PRECAST CONCRETE STRUCTURE TO BE WET CAST WITH MONOLITHIC BASE SECTION.

CAST IRON CLEAN OUT BOX

ASSEMBLY (TYP.)

EXISTING ROAD, PAVEMENT,

OR SIDEWALK

CLEANOUT ADAPTER AND

THREADED PLUG

3/4" CRUSHED STONE ALL AROUND

TRACER WIRE

MIN. 4' OF

TRACER

WIRE

COILED IN

BOX

4" THICK, 3000 PSI

CONCRETE PAD

TOP FLUSH WITH

FINISH GRADE

18" SQUARE

10"

6" MIN.

6" M

4" 6"

DETAIL "A" DETAIL "C"

DETAIL "B"

DETAIL "D"

PVC - ROCK/SOIL

FOR AREAS NOT TO BE PAVED

D.I. - SOIL

FOR AREAS NOT TO BE PAVED

D.I. - ROCK

FOR AREAS NOT TO BE PAVED

PVC - ROCK/SOIL

FOR PAVED AREAS OR AREAS TO BE

PAVED OR WITHIN 18" OF PAVING

GENERAL NOTES:

1. CAUTION MUST BE EXERCISED TO ENSURE PROPER PLACEMENT OF EMBEDMENT MATERIAL UNDER THE HAUNCHES OF THE PIPE.

2. POLYETHYLENE ENCASING ON ALL D.I. PIPE, FITTINGS, VALVES & APPURTENANCES

3. IF EDGE OF SAW CUT IS <= 4 LF FROM CURB LINE, REMOVE PAVEMENT TO CURB.

4. STONE BACKFILL TO BE MECHANICALLY COMPACTED IN 6"-12" LIFTS.

5. REFER SPECIFICATION SECTIONS FOR DESCRIPTION OF BACKFILL AND BEDDING MATERIAL.

6. TYPICAL TRENCH WIDTH SHALL BE PIPE O.D. + 2'.

MARKING TAPE 12" ABOVE PIPE

(COLOR/LABEL) AS REQUIRED

COMMON BACKFILL

CLEAN STONE (PEA

GRAVEL) BACKFILLTRACER WIRE

BELOW PIPE.

SPLICING SHALL BE

ENCASED WHERE

REQUIRED

6" M

HAUNCHING

MATERIAL (SEE

NOTE 4)

CLEAN STONE (PEA

GRAVEL) BACKFILL

COMMON BACKFILLMARKING TAPE 12" ABOVE PIPE

(COLOR/LABEL) AS REQUIRED

MARKING TAPE 12" ABOVE PIPE

(COLOR/LABEL) AS REQUIRED

MARKING TAPE 12" ABOVE PIPE

(COLOR/LABEL) AS REQUIRED

COMMON BACKFILL

TRACER WIRE

BELOW PIPE.

SPLICING SHALL BE

ENCASED WHERE

REQUIRED

TRACER WIRE

BELOW PIPE.

SPLICING SHALL BE

ENCASED WHERE

REQUIRED

TRACER WIRE

BELOW PIPE.

SPLICING SHALL BE

ENCASED WHERE

REQUIRED

CLEAN STONE (PEA

GRAVEL) BACKFILL

CLEAN STONE (PEA

GRAVEL) BACKFILL

PAVEMENT

SAWCUT FULL DEPTH

PAVEMENT (SEE NOTE 3)

PAVEMENT PATCH

SUBGRADE AND PAVING THICKNESS

PER INSTALLATION REQUIREMENTS

12" 12"

6" M

OPEN

U.L. LISTED

RESILIENT WEDGE

GATE VALVE PER

AMERICAN WATER

SPECIFICATION 33 12 16.11

POURED CONCRETE THRUST

BLOCKING OR MECHANICAL

RESTRAINED JOINTS (TYP.).

FINISHED GRADE

POST INDICATOR

3' -0

NTS

POST INDICATOR VALVEB9

C-501

10' MINIMUM

VARIES

B B

10 mil PLASTIC LINING

WOOD FRAME SECURELY

FASTENED AROUND

ENTIRE PERIMETER

WITH TWO STAKES

TWO-STACKED

2X12 ROUGH

WOOD FRAME

STAKE

(TYP)

TYPE "ABOVE GROUND"

WITH WOOD PLANKS

VARIES

10' MINIMUM

LATH AND

FLAGGING ON

3 SIDES

10 mil PLASTIC LINING PLAN

NOT TO SCALE

SECTION A-A

NOT TO SCALE

BERM

SANDBAG

10 mil PLASTIC LINING

BERM

STRAW BALE

(TYP)

10 mil PLASTIC LINING

VARIES

10' MINIMUM

BINDER WIRE

NATIVE MATERIAL

(OPTIONAL)

STAPLES

(2 PER BALE)

WOOD OR

METAL STAKES

(2 PER BALE)

SECTION B-B

NOT TO SCALE

10 mil PLASTIC LINING

B B

PLAN

NOT TO SCALE

TYPE "ABOVE GRADE"

WITH STRAW BALES

10 mil PLASTIC LINING

SECTION B-B

NOT TO SCALE

PLAN

NOT TO SCALE

TYPE "BELOW GRADE"

8"1.12" DIA

STEEL WIRE

STAPLE

DETAIL

NOTES:

1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.

2. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE

OF THE WORK AND DISPOSED OF OR RECYCLED.

3. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE

CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE

WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED,

AND STABILIZED TO PREVENT EROSION.

NTS

CONCRETE WASHOUTD8

WOOD OR

METAL STAKES

(2 PER BALE)

THE PIV SHALL NOT BE

MONITORED BY THE BUILDING

FIRE ALARM SYSTEM.

THE PIV SHALL BE LOCKED.

COORDINATE LOCK/KEY WITH

SCOTT AFB FIRE DEPARTMENT.

2020-07-28

CERTIFIED FINAL DESIGN

2Q R

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

2Q R

-1 6-

D -0

N U

C -5

W G

" x

U .S

. A R

M Y

C O

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E, D

E, K

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B A

, I

A D

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M A

F D

N O

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S B

NTS

UNDERGROUND DETENTION AND OUTFALL STRUCTURE DETAILD1

RIM 433.00

FROM DETENTION

6"4'-0"6"

4' WEIR

431.00

3" ORIFACE 429.25

6" X 9" WIDE

ORIFACE 430.50

4'-0"

12" HDPE TO

EXIST CB

ROOF DRAIN

12" OUTFALL

429.50

TO NEW

OUTFALL CB

1'1.78'1.78' 65'

1' 1'

TO OUTFALL

18" HDPE

6" OF #57 STONE WITH CLEAN BACKFILL ON TOP

C-502NTS

12" CATCH BASINA1

12" SQUARE POLYOLEFIN

GRATE WITH U.V. INHIBITORS

COMPACTED SOIL

4" GRAVEL BASE 4" TO 6"

DEEP BELOW BASIN

SLOPE SLOPE

NOTES:

1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW AT TIME OF

INSTALLATION.

2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

SECTION

12" CATCH BASIN

6" (T

FRAME SIZE VARIES ON

CATCH BASIN SIZE

DIRECTION OFFLOW

INLET SIDE 2"x4"

NOTES

MATERIALS:

FURNISH INLET PROTECTION CONSISTING OF 18" WIDE FILTER FABRIC FENCE WITH A SECURELY NAILED 2"X4" WOOD FRAME

WITH A VERTICALLY DRIVEN 2"X4" ON THE INLET, OR FLOW, SIDE OF THE STRUCTURE.

CONSTRUCTION:

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

OF THE DITCH.

FILTER FABRIC OVER

2"x4" FRAME

NOTES:

1. AVOID LOCATING ON STEEP SLOPES

OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER

UNSUITABLE MATERIAL FROM THE

FOUNDATION AREA, GRADE, AND

CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN

ACCORDANCE WITH NATIONAL STONE

ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM

THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL

WIDTH AT ALL POINTS OF VEHICULAR

EGRESS, BUT NO LESS THAN 12'.

6. A DIVERSION RIDGE SHOULD BE

CONSTRUCTED WHEN GRADE TOWARD

PAVED AREA IS GREATER THAN 2%.

7. INSTALL PIPE UNDER THE ENTRANCE IF

NEEDED TO MAINTAIN DRAINAGE

DITCHES.

8. WHEN WASHING IS REQUIRED, IT

SHOULD BE DONE ON AN AREA

STABILIZED WITH CRUSHED STONE

THAT DRAINS INTO AN APPROVED

SEDIMENT TRAP OR SEDIMENT BASIN

(DIVERT ALL SURFACE RUNOFF AND

DRAINAGE FROM THE ENTRANCE TO A

SEDIMENT CONTROL DEVICE).

9. MAINTAIN AREA IN A WAY THAT

PREVENTS TRACKING AND/OR FLOW OF

MUD ONTO PUBLIC RIGHTS-OF-WAYS.

THIS MAY REQUIRE TOP DRESSING,

REPAIR AND/OR CLEANOUT OF ANY

MEASURES USED TO TRAP SEDIMENT.

6" MIN.

70' MIN.

12' MIN.

FLOW

(IF NEEDED)

EXCAVATE A 6"x6" [150x150] TRENCH

ALONG THE PROPOSED FENCE LINE.

DIRECTION

OF FLOW

BACKFILL AND COMPACT THE EXCAVATED SOIL.

PLACE FABRIC AND SUPPORT STAKES

AND EXTEND FABRIC INTO THE TRENCH.

6" [1

6" [150]

6" [1

MATERIALS:

FURNISH 30' [0.8m] WIDE FILTER FABRIC WITH SOUND WOOD SUPPORTS WITH MAXIMUM ON-CENTER SPACING OF 10' [3.0m].

USE FILTER FABRIC CONFORMING TO 712.09, TYPE C.

CONSTRUCTION:

TRENCH THE FILTER FABRIC FENCE AS DETAILED. THE

CONTRACTOR MAY ELECT TO TRENCH THE FENCE DETAILED

ON STEPS 1 THROUGH 3 IN ONE PLOWING OPERATION.

STEP 2

STEP 3

STEP 1

DIRECTION

OF FLOW

DIRECTION

OF FLOW

NTS

INLET PROTECTION AND CURB FILTERA3 NTS

SILT FENCEA6

NTS

CONSTRUCTION ENTRANCE/EXITB8

CURB FILTER TO COVER

SEWER GRATE COMPLETELY 2"

OVERFLOW GAP MINIMUM

C LATERALL

UNDISTURBED

EARTH

#57 STONE

TO 95% MIN.

OF MAX. SPD

6" Ø SOLID WALL

HDPE CLEANOUT

6" DROP-IN GRATE

FILTER FABRIC

2' SQUARE

CONCRETE

COLLAR

4" TOPSOIL

2" SOD

CLEANOUT AND MANIFOLD

UNDISTURBED

EARTH

RISER

CLEANOUT

* CLASS I OR II MATERIAL PER

ASTM D2321, LATEST EDITION,

COMPACTED IN MAX. 8" LOOSE

LIFTS TO 95% MIN. OF MAX.

SPD

MANIFOLD

18" X 12" OUTLET

REDUCER

18" X 6" OUTLET

REDUCER

MANIFOLD (SEE DETAIL)

MANIFOLD DETAIL

BLEEDER

NOTE - SEE DETAIL D1/C-503 FOR CROSS SECTION

18" HDPE 18" HDPE 18" HDPE18" HDPE

2020-08-04

CERTIFIED FINAL DESIGN SUBMITTAL

2Q R

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

C H

8, W

2Q R

-2 0-

F-

2Q R

-1 6-

D -0

N U

C -5

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U .S

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C-503

NTS

FIRE HYDRANTD5

NTS

CONCRETE PAD AND CATCH BASIN JOINT DETAILA1

TRANSVERSE

JOINT

LONGITUDINAL

JOINT

1/2" ISOLATION

JOINT

1' MIN.

JOINT SEALER

ISOLATION JOINT FILLER

1/2"

1/8" RADIUS

ISOLATION JOINT

LONGITUDINAL AND TRANSVERSE JOINTS

JOINT SEALER

#4 SMOOTH STEEL ROD, 2.0' LONG WITH

SLEEVE AND DOWEL CAP (2.0' O.C.) ROD

SHALL BE GREASED ON SIDE INSERTED

INTO CAP

1/2"

1/8" RADIUS

D /2

1' MIN.

NTS

4" TO 6" DOWNSPOUT CONNECTORC1

CONNECTOR SHALL BE HIGH DENSITY POLYETHYLENE

CONNECTION SHALL BE PER MANUFACTURER'S

REQUIREMENTS.

NOTES:

1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION.

2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S

PUBLISHED INSTALLATION GUIDELINES.

3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321.

4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE

SOIL INTO THE SELECT BACKFILL MATERIAL.

5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE

TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm).

7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE.

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File details come from the government source that posted it. Updated Oct 9, 2020.