Attachment 1 - TX-ANG_CORROSION CONTRAOL HANGAR_TYPE B3_DRAWINGS.pdf

PROJECT

LOCATION

PROJECT

LOCATION

KELLY FIELD ANNEX

AT JOINT BASE SAN ANTONIO, TEXAS

CONSTRUCT CORROSION CONTROL FACILITY

100% CONTRACT DOCUMENTS

2 AUGUST 2024

Frankfurt-Short-Bruza Associates, P.C.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com 20

C O R R O

SI

O N C O N

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O L

FA

C

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IT

Y

SCALE: NTS

PROJECT SITEA6

SCALE: NTS

BEXAR COUNTY MAPH2

SCALE: NTS

LACKLAND AFB MAPH4

N

N

N

BID OPTION ITEMS

TRANSLUCENT FIBERGLASS SANDWICH

WALL PANEL ILO IMPBID OPTION 1

SEGMENTAL BRICK SCREEN WALLBID OPTION 2

STANDING SEAM METAL ROOF ILO

METAL BUILDING R-PANEL ROOFING AT

HANGAR ONLY

BID OPTION 3

HANGAR BAY 5 PART EPOXY FLOORING

ILO 3-PART EPOXY FLOORINGBID OPTION 4

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Frankfurt-Short-Bruza Associates,P.C.

20190320

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

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G-002

SHEET INDEX

BKG

JCL

JCL

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 CODE COMPLIANCE AND LIFE SAFETY FLOOR PLAN

CIVIL

C-101 ACCESS AND STAGING PLAN

C-201 STORMWATER POLLUTION PREVENTION PLAN

C-202 STORMWATER POLLUTION PREVENTION DETAILS

C-301 REMOVAL PLAN

C-401 PROPOSED PLAN

C-402 TYPICAL SECTION AND PAVEMENT DETAILS

C-403 JOINTING PLAN

C-404 PAVEMENT JOINTING DETAILS

C-405 STAKING PLAN

C-501 GRADING PLAN

C-601 UTILITY PLAN

C-602 DRAINAGE SCHEDULE AND DETAILS

C-603 DRAINAGE DETAILS

C-604 SANITARY DETAILS

C-605 SANITARY SCHEDULE AND DETAILS

C-606 SANITARY OIL-WATER SEPARATOR DETAILS

C-607 WATER DETAILS

C-608 WATER DETAILS

C-609 WATER DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-003 TYPICAL DETAILS

S-004 TYPICAL DETAILS

S-005 TYPICAL DETAILS

SB101 FOUNDATION PLAN

SB102 SLAB PLAN

SB501 FOUNDATION DETAILS

SB502 FOUNDATION DETAILS

SB503 FOUNDATION DETAILS

SB504 FOUNDATION DETAILS

SB505 FOUNDATION DETAILS

SB506 FOUNDATION DETAILS

SB507 FOUNDATION DETAILS

SF101 SCHEMATIC LOW ROOF FRAMING PLAN

SF102 SCHEMATIC HIGH ROOF FRAMING PLAN

SF501 FRAMING DETAILS

SF701 ISOMETRIC

SF702 ISOMETRIC

ARCHITECTURE

A-100 LEGEND & ABBREVIATIONS

A-101 FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS AND AIR BARRIER

A-302 WALL SECTIONS

A-303 WALL SECTIONS

A-401 ENLARGED PLAN

A-402 ENLARGED PLAN

A-403 INTERIOR ELEVATIONS

A-500 DETAILS

A-501 DETAILS

A-502 DETAILS

A-503 MILLWORK DETAILS

A-600 DOOR SCHEDULES AND PARTITION TYPES

A-601 DOOR DETAILS

A-602 ROOM FINISH SCHEDULE

A-603 GLAZING SCHEDULE

INTERIORS

IF-101 FURNITURE PLAN

IG-101 SIGNAGE PLAN

IG-501 SIGNAGE DETAILS AND ELEVATIONS

SHEET INDEX

NUMBER TITLE

FIRE PROTECTION

F-001 LEGEND & ABBREVIATIONS

FX101 FIRE SUPPRESSION SYSTEM PLAN

FX401 ENLARGED FIRE PROTECTION ROOM PLANS AND SECTIONS

FX403 HANGAR FIRE PROTECTION SECTIONS

FX601 FIRE SUPPRESSION SYSTEM SCHEMATIC PIPING DIAGRAM

FA101 FIRE ALARM & MASS NOTIFICATION PLAN

FA401 FIRE ALARM ENLARGED PLANS AND SECTIONS

FA601 FIRE ALARM & MASS NOTIFICATION RISER DIAGRAM

FA701 FIRE ALARM & MASS NOTIFICATION INPUT/OUTPUT MATRIX

PLUMBING

P-001 LEGEND & ABBREVIATIONS

P-100 UNDERGROUND PIPING PLAN

P-101 GROUND FLOOR PLAN

P-401 PARTIAL ENLARGED PLAN

P-402 PARTIAL ENLARGED PLAN

P-501 DETAILS

P-502 DETAILS

P-601 SCHEDULES

P-602 SCHEDULES

P-701 SANITARY SEWER / VENT RISER DIAGRAM

P-702 DOMESTIC WATER RISER DIAGRAM

P-703 COMPRESSED AIR RISER DIAGRAM

MECHANICAL

M-001 LEGEND & ABBREVIATIONS

MH101 MECHANICAL HVAC

MP101 MECHANICAL PIPING

M-301 SECTIONS

M-302 SECTIONS

M-303 SECTIONS

M-401 ENLARGED GROUND FLOOR PLAN

M-402 ENLARGED GROUND FLOOR PLAN

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

M-601 FLOW DIAGRAMS

M-602 FLOW DIAGRAMS

M-701 SCHEDULES

M-702 SCHEDULES

M-703 SCHEDULES

M-801 CONTROLS

M-802 CONTROLS

M-803 CONTROLS

M-804 CONTROLS

M-805 CONTROLS

M-806 CONTROLS

M-807 CONTROLS

M-808 CONTROLS

M-809 CONTROLS

M-901 3D COORDINATION VIEW - MECHANICAL ROOM

M-902 OVERALL MECHANICAL ISOMETRIC

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS & MOUNTING HEIGHT DETAIL

ES101 ELECTRICAL SITE PLAN

EH101 ELECTRICAL HAZARDOUS AREA PLAN

EG101 ELECTRICAL GROUNDING PLAN

EG111 ELECTRICAL LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS

EG502 GROUNDING AND LIGHTNING PROTECTION DETAILS

EG503 GROUNDING AND LIGHTNING PROTECTION DETAILS

EG601 GROUNDING AND BONDING SINGLE LINE DIAGRAM

EP101 ELECTRICAL INTERIOR POWER PLAN

EP401 ENLARGED POWER PLANS

EP501 ELECTRICAL POWER DETAILS

EP601 ONE-LINE DIAGRAMS

EP700 PANEL SCHEDULES

EP701 PANEL SCHEDULES

EL101 ELECTRICAL INTERIOR LIGHTING

EL501 LIGHTING FIXTURE DETAILS

EL502 LIGHTING FIXTURE DETAILS

EL601 LIGHTING FIXTURE SCHEDULE AND LIGHTING CONTROL MATRIX

EL602 LIGHTING CONTROL DIAGRAMS

ET101 ELECTRICAL TELECOMMUNICATIONS PLAN

ET401 TELECOM ENLARGED PLANS

ET501 TELECOM DETAILS

ET601 TELECOM RISER DIAGRAM

MICHAEL

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A A

B B

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BREAK

MAINT. BAY

PLASTICS

MECH

COMM

FIRE PROT

ELEC

MEDIA

DIRTY VEST

DIRTY RR M

CLEAN RR M

CLEAN RR W

115 DIRTY RR W

PREP

ADMIN

CORR

107 CLEAN VEST

VEST

JAN.

OFFICE

BREAK

CORR

CORR

72'-0"

150'-0" MAX

64' - 2"

150'-0" MAX

73' - 6"

D D

99'-0"

0'

-0 " M

AX

1 2

NFPA ASSEMBLY USE - LESS CONCENTRATED WITHOUT FIXED SEATING

NFPA BUSINESS USE

NFPA STORAGE USE - IN STORAGE OCCUPANCIES

UFC AIRCRAFT HANGARS - AIRCRAFT STORAGE AND SERVICING AREAS

UFC MECHANICAL, ELECTRICAL, OTHER BUILDING EQUIPMENT SPACES

OCCUPANCY LEGEND SF/LF = OCC

LOAD

6486/500 = 13

1721/500 = 4

859/500 = 2

1929/150 = 13

82/15 = 6

38 TOTAL OCCUPANTS:

NFPA 101 TABLE 7.3.1.2 (2021)

B

LIFE SAFETY LEGEND

OCCUPANT LOAD NUMBER AT EXIT COMPONENT

EXIT COMPONENT MAXIMUM OCCUPANT

CAPACITY NUMBER

TRAVEL DISTANCE

DRY CHEMICAL TYPE FIRE EXTINGUISHER -

WALL BRACKET MOUNTED AT 48" AFF

FIRE BARRIER1 HR

OCCUPANT LOAD PER UFC 3-600-01, TABLE 10-1#

CLEAN AGENT TYPE FIRE EXTINGUISHER -

WALL BRACKET MOUNTED AT 48" AFF

DRY CHEMICAL TYPE FIRE EXTINGUISHER - SEMI

RECESSED CABINET AT 48" AFF TO CENTER OF

DOOR PULL

B

PLUMBING FIXTURES

FIXTURE TYPE ACT.

PER 403.1 (AIR FORCE): 30 MALE AND 8 FEMALE RATIO

W.C. (MEN)

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

DRINKING FOUNTAIN

SERVICE SINK

OCCUPANCY: 38 REQ.

1 TO 20 2 2+2 UR

RATIO: 80 MALE /20 FEMALE

UFC 3-420-01, 01 APRIL 2021

1 TO 20 3

PER 403.1 (AIR FORCE): 30 MALE AND 8 FEMALE RATIO

PER 403.1 (AIR FORCE):

38/75= 0.50

1 PER FLOOR

1 TO 20

1 TO 20

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Frankfurt-Short-Bruza Associates,P.C.

20190320

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

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2 AUGUST 2024

G-003

CODE COMPLIANCE AND LIFE

SAFETY FLOOR PLAN

BKG

JCL

JCL

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

CODE COMPLIANCE AND LIFE SAFETY PLANA6 0 4' 8' 16'

1/8" = 1'-0"

N

USE AND OCCUPANCY (IBC 2021):

INDIVIDUAL CLASSFICATION OF OCCUPANCY

BUSINESS: GROUP B (SECTION 304.1)

STORAGE: GROUP S-1 (SECTION 311.1)

CODE ANALYSIS BASED ON NONSEPARATED MIXED USE OCCUPANCY USING

THE MORE RESTRICTIVE OCCUPANCY CLASSIFICATION S-1 (508.3.2).

OCCUPANCY GROUP(S) (NFPA 101-2021):

INDIVIDUAL CLASSIFICATION OF OCCUPANCIES:

BUSINESS (SECTION 6.1.11)

STORAGE: ORDINARY HAZARD (SECTION 6.1.13)

TYPE OF CONSTRUCTION (IBC 2021 TABLE 601):

TYPE II-B WITH SPRINKLER SYSTEM

ALLOWABLE HEIGHT:

UNLIMITED PER UFC 4-211-01 SEC 3-3.1.7

3 STORIES PER IBC 2021 TABLE 504.4

ALLOWABLE AREA (IBC 2021):

PER TABLE 506.2, TYPE IIB SPRINKLERED ALLOWABLE AREA: 70,000 SF.

ACTUAL (FOOTPRINT) AREA: 12,299 SF

INTERVALS BETWEEN DOORS SHALL NOT EXCEED 150'-0" ON ALL EXTERIOR

WALLS PER NFPA 409, SEC 10.7.1.1. , UFC 4-211-01 SEC. 3-3.1.9

MAXIMUM EXIT ACCESS TRAVEL DISTANCE: PER NFPA 101 (2021)

DOES NOT APPLY IN HANGAR PER UFC 4-211-01, SEC. 3-3.1.9.

UFC 1-200-01; WITH CHANGE 2, (09-01-2022)

UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABLE

BUILDING REQUIREMENTS, WITH CHANGE 2 (06-01-2022)

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES WITH

CHANGE 6 (05-06-2021)

INTERNATIONAL BUILDING CODE (2021)

INTERNATIONAL MECHANICAL CODE (2021)

INTERNATIONAL PLUMBING CODE (2021)

NATIONAL ELECTRICAL CODE NFPA 70 (2023)

INTERNATIONAL FIRE CODE (2021)

NFPA 409 STANDARD ON AIRCRAFT HANGARS (2022)

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (2022)

NFPA 13 STANDARD FOR SPRINKLER SYSTEM (2022)

INTERNATIONAL ENERGY CONSERVATION CODE (2021)

LIFE SAFETY CODE NFPA 101 (2022)

ARCHITECTURAL BARRIERS ACT (ABA) WITH DOD MEMORANDUM

CODE SUMMARYNFPA 101 TABLE 7.3.3.1 EGRESS CAPACITY FACTOR

LEVEL COMPONENTS = 0.2 WIDTH PER OCCUPANT

(36" DR) 32" CLEAR DIVIDED BY 0.2" = 160 OCCUPANTS

(72" DR) 66" CLEAR DIVIDED BY 0.2" = 330 OCCUPANTS

MICHAEL

JAMES

TURNER

a5815

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EC

Wtr Svc

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

ELEC ELEC

ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC

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Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc Wtr Svc

Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS Ex-SS

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

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S S S SS S S S S

F-16CF-16C

0 15' 30' 60' N

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

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Ke lly

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Te xa s Ai r N at io na l G ua rd

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Co rro sio n

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NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

ACCESS AND STAGING PLAN

C-101

AutoCAD SHX Text

24" CMP

AutoCAD SHX Text E

AutoCAD SHX Text

24" CMP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

SD

AutoCAD SHX Text

KP

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text E

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GM

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text S

AutoCAD SHX Text TEMPORARY FENCE FOR WORK WITHIN CONTROLLED AREA, 1,060 L.F. RESTORE AT PROJECT COMPLETION.

AutoCAD SHX Text

EXISTING WASH RACK

AutoCAD SHX Text

EXISTING COVERED AIRCRAFT PARKING

AutoCAD SHX Text

EXISTING TAXI AND APRON PAVEMENT

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PROPOSED TAXI AND APRON PAVEMENT

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FRANK ANDREWS ROAD

AutoCAD SHX Text PROVIDE TEMPORARY GATE ACCESS FOR PROJECT DURATION. RESTORE AT PROJECT COMPLETION.

AutoCAD SHX Text

BILLY MITCHELL ROAD

AutoCAD SHX Text

A TEMPORARY CONSTRUCTION WAIVER WILL BE REQUIRED FOR WORK WITHIN THIS AREA.

AutoCAD SHX Text

CONTRACTOR STAGING AREA, RESTORE AT PROJECT COMPLETION.

AutoCAD SHX Text

PROPOSED CORROSION CONTROL FACILITY

AutoCAD SHX Text A

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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC

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S SS S S S S S S S

F-16CF-16C

0 10' 20' 40' N

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

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Te xa s Ai r N at io na l G ua rd

9t h

FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

STORM WATER POLLUTION

PREVENTION PLAN

C-201

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

PROPOSED SEDIMENT CONTROL FENCE, 450 L.F. TO BE REMOVED WHEN DIRECTED.

AutoCAD SHX Text

EXISTING WASH RACK

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EXISTING COVERED AIRCRAFT PARKING

AutoCAD SHX Text

EXISTING TAXI AND APRON PAVEMENT

AutoCAD SHX Text

PROPOSED TAXI AND APRON PAVEMENT

AutoCAD SHX Text

FRANK ANDREWS ROAD

AutoCAD SHX Text SEDIMENT CONTROL FENCE PROTECTION AT PROPOSED INLET, 24 L.F. EACH. TO BE REMOVED WHEN DIRECTED.

AutoCAD SHX Text

PROPOSED CORROSION CONTROL FACILITY

AutoCAD SHX Text A

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LEGEND:

AutoCAD SHX Text PROPOSED STORM SEWER PROPOSED STORM STRUCTURE EXISTING WATER EXISTING ELECTRIC EXISTING GAS EXISTING COMMUNICATION

ELEC

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

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Te xa s Ai r N at io na l G ua rd

9t h

FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

STORM WATER POLLUTION

PREVENTION DETAILS

C-202

AutoCAD SHX Text Woven filter fabric

AutoCAD SHX Text 90^

AutoCAD SHX Text 2"

AutoCAD SHX Text Connect the ends of the successive reinforcement sheets or rolls a minimum of 6 times with hog rings.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Fasten fabric to the top strand of the wire using hog rings or cord at a maximum spacing of 15".

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

TEMPORARY SEDIMENT CONTROL FENCE

AutoCAD SHX Text Place 4" to 6" of fabric against the trench side and approximently 2" across the trench bottom in the upstream direction.

AutoCAD SHX Text Minimum trench size shall be 6" square. Backfill and hand tamp.

AutoCAD SHX Text

SEDIMENT CONTROL FENCE USAGE GUIDELINES

AutoCAD SHX Text A sediment control fence may be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff. A 2 year storm frequency may be used to calculate the flow rate to be filtered.

AutoCAD SHX Text Sediment control fence should be sized to filter a maximum flow through rate of 100 GPM/FT . Sediment control fence is not recommended to control erosion from a drainage area larger than 2 acres.

AutoCAD SHX Text

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SECTION

AutoCAD SHX Text A-A

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Filter fabric 3' min. width.

AutoCAD SHX Text Embed posts 18" min.

AutoCAD SHX Text or Anchor if in rock.

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 90°

AutoCAD SHX Text Backfill & hand tamp.

AutoCAD SHX Text Attach the wire mesh and fabric on end posts using 4 evenly spaced staples for wooden posts (or 4 T-Clips or sewn vertical pockets for steel posts).

AutoCAD SHX Text 4' minimum steel or wood posts spaced at 6' to 8'. Softwood posts shall be 3" minimum in diameter or nominal 2" x 4". Hardwood posts shall have a minimum cross section of 1.5" x 1.5"

AutoCAD SHX Text

HINGE JOINT KNOT WOVEN MESH (OPTION) DETAIL

AutoCAD SHX Text Top of Fence

AutoCAD SHX Text Galvanized hinge joint knot woven mesh (12.5 GA.SWG Min.) requires a minimum of five horizontal wires spaced at a maximum of 12 inches apart and all vertical wires spaced at a maximum of 12 inches apart.

AutoCAD SHX Text Galvanized welded wire mesh (W.W.M.) (12.5 GA. SWG Min.) with a maximum opening size of 2"x 4"or Woven Mesh (W.M.)(See woven mesh option detail)

AutoCAD SHX Text A

AutoCAD SHX Text

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AutoCAD SHX Text B

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SHEET NUMBER:

ISSUE DATE:

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PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

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DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

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NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

REMOVAL PLAN

C-301

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EXISTING WASH RACK

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FRANK ANDREWS ROAD

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REMOVE EXISTING ABANDONED COMMUNICATIONS STRUCTURE

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REMOVE EXISTING ABANDONED COMMUNICATIONS LINE, 234 L.F.

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REMOVE EXISTING 8" SANITARY. 139 L.F.

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F-16CF-16C

TOW

ONLY

0 10' 20' 40' N

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

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A nn ex , T

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Te xa s Ai r N at io na l G ua rd

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Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

PROPOSED PLAN

C-401

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12" CI

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EXISTING WASH RACK

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MEET EXISTING PAVEMENT EDGE

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PROPOSED 6" WIDE WHITE MARKING WITH 6" WIDE BLACK BORDER

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SEE UTILITY PLAN FOR PROPOSED UTILITY INFORMATION

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PROPOSED TAXILANE EDGE MARKING, 6" WIDE YELLOW MARKING WITH 6" WIDE GAP

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PROPOSED CORROSION CONTROL FACILITY

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"TOW ONLY" IN 24" HIGH, WHITE LETTERS AT START OF CENTERLINE

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BID OPTION 2

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SHEET TITLE:

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PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

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Te xa s Ai r N at io na l G ua rd

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FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

TYPICAL SECTION AND

PAVEMENT DETAILS

C-402

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VARIES (SEE STAKING PLAN)

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TYPICAL APRON SECTION

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1. PROPOSED 8 INCH PCC PAVEMENT PROPOSED 8 INCH PCC PAVEMENT 2. PROPOSED 6 INCH AGGREGATE BASE COURSE PROPOSED 6 INCH AGGREGATE BASE COURSE 3. PROPOSED GEOGRID, TENSAR TX-5 OR APPROVED EQUAL PROPOSED GEOGRID, TENSAR TX-5 OR APPROVED EQUAL 4. PROPOSED COMPACTED SUBGRADE OR FILL MATERIALPROPOSED COMPACTED SUBGRADE OR FILL MATERIAL

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MEET EXISTING. (SEE GRADING PLAN)

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1.5" DROP (TYPICAL TO ALL FREE PAVEMENT EDGES)

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%%UCONCRETE WASHOUT PIT

AutoCAD SHX Text NOTES: 1. IMPERMEABLE SHEETING MUST EXTEND OVER ENTIRE BASIN AND BERM TO PREVENT ESCAPE OF DISCHARGE. IMPERMEABLE SHEETING MUST EXTEND OVER ENTIRE BASIN AND BERM TO PREVENT ESCAPE OF DISCHARGE. 2. PROTECT AREA AROUND UNIT FOR 10 FEET WITH PLASTIC UNDER AND AROUND UNIT TO CONTAIN SPILLS OR PROTECT AREA AROUND UNIT FOR 10 FEET WITH PLASTIC UNDER AND AROUND UNIT TO CONTAIN SPILLS OR OVERFLOW. 3. FACILITY LINED WITH 30-MIL POLYETHYLENE LINER AND SECURED USING SAND BAGS, OR OTHER ANCHORS, FACILITY LINED WITH 30-MIL POLYETHYLENE LINER AND SECURED USING SAND BAGS, OR OTHER ANCHORS, AND SHALL BE FREE OF HOLES OR TEARS. 4. FACILITY IS TO BE LOCATED ON LEVEL GROUND. FACILITY IS TO BE LOCATED ON LEVEL GROUND. 5. WASHOUT NEEDS TO BE COVERED OR LIQUIDS TO BE REMOVED PRIOR TO IMPENDING STORMS TO PREVENT WASHOUT NEEDS TO BE COVERED OR LIQUIDS TO BE REMOVED PRIOR TO IMPENDING STORMS TO PREVENT OVERFLOW. 6. IF EFFLUENT CANNOT BE REMOVED PRIOR TO ANTICIPATED RAINFALL EVENT, PLACE AND SECURE A IF EFFLUENT CANNOT BE REMOVED PRIOR TO ANTICIPATED RAINFALL EVENT, PLACE AND SECURE A NON-COLLAPSING, NON WATER COLLECTING COVER OVER THE WASHOUT FACILITY TO PREVENT ACCUMULATION AND PRECIPITATION OVERFLOW. 7. REMOVE WASHOUT WATER FROM HIGH VOLUME FACILITIES WITH A VACUUM TRUCK AND DISPOSE OF PROPERLY. REMOVE WASHOUT WATER FROM HIGH VOLUME FACILITIES WITH A VACUUM TRUCK AND DISPOSE OF PROPERLY. DO NOT DISCHARGE WASTEWATER INTO THE ENVIRONMENT. (NOTE: ACIDITY, NOT PARTICULATES, IS ENVIRONMENTALLY HAZARDOUS) 8. DO NOT DISCHARGE WASHOUT WATER INTO THE ENVIRONMENT; FACILITATE EVAPORATION OF LOW VOLUME DO NOT DISCHARGE WASHOUT WATER INTO THE ENVIRONMENT; FACILITATE EVAPORATION OF LOW VOLUME WASHOUT WATER. 9. INSPECT LINER FOR TEARS. AN INTACT LINER WILL ENSURE THAT CONCRETE WASTEWATER WILL NOT ESCAPE INSPECT LINER FOR TEARS. AN INTACT LINER WILL ENSURE THAT CONCRETE WASTEWATER WILL NOT ESCAPE THE WASHOUT FACILITY. 10. REPLACE DAMAGED LINER IMMEDIATELY. REPLACE DAMAGED LINER IMMEDIATELY. 11. CHECK AREA SURROUNDING FACILITY FOR SIGNS OF EFFLUENT ESCAPING CONTAINMENT. CHECK AREA SURROUNDING FACILITY FOR SIGNS OF EFFLUENT ESCAPING CONTAINMENT. 12. INSPECT WASHOUT AREA FOLLOWING POUR TO EVALUATE EFFECTIVENESS. INSPECT WASHOUT AREA FOLLOWING POUR TO EVALUATE EFFECTIVENESS. 13. CHECK DEPTH OF SOLIDS TO ENSURE VOLUME IS SUFFICIENT FOR NEXT POUR. CHECK DEPTH OF SOLIDS TO ENSURE VOLUME IS SUFFICIENT FOR NEXT POUR. 14. INSPECT WASHOUTS PRIOR TO POUR TO ENSURE SUFFICIENT VOLUME IS AVAILABLE TO CONTAIN WASHOUT. INSPECT WASHOUTS PRIOR TO POUR TO ENSURE SUFFICIENT VOLUME IS AVAILABLE TO CONTAIN WASHOUT. 15. REMOVE TEMPORARY CONCRETE WASHOUT FACILITIES WHEN NO LONGER NEEDED AND RESTORE DISTURBED REMOVE TEMPORARY CONCRETE WASHOUT FACILITIES WHEN NO LONGER NEEDED AND RESTORE DISTURBED AREAS TO ORIGINAL CONDITION. 16. DISPOSE OF SOLIDIFIED CONCRETE WASTE, CONSIDERED CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) DISPOSE OF SOLIDIFIED CONCRETE WASTE, CONSIDERED CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) PER TCEQ (TEXAS COMMISSION ON ENVIRONMENTAL QUALITY) REQUIREMENTS

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BARRIER WALL

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SANDBAG

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SANDBAG (ANCHOR EVERY 2' ON TOP OF BARRIER)

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30-MIL POLYETHYLENE

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BARRIER WALL

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LEVEL NATIVE SOIL

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PLAN VIEW

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CROSS SECTION VIEW

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30-MIL POLYETHYLENE

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INTERIOR OF PIT

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EXTERIOR OF PIT

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VARIES

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%%U SIDEWALK CROSS SECTION DETAIL %%U

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1%%% CROSS SLOPE

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VARIES

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PROPOSED CONCRETE SIDEWALK

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%%UNOTES

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1. JOINTS SHALL BE SPACED AT 6' SPACING. JOINTS SHALL BE SPACED AT 6' SPACING. 2. JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 3/4" PREFORMED JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 3/4" PREFORMED EXPANSION MATERIAL SHALL BE SPACED AT 36' MAX. INTERVALS. 3. 3/4" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE 3/4" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE SIDEWALK IS ADJACENT TO EXISTING PAVEMENT.

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6 INCH AGGREGATE BASE COURSE

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EXPANSION JOINT

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NEW PCC PAVEMENT

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NEW PCC SIDEWALK

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SEE SEALANT DETAIL 1

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AGGREGATE BASE COURSE

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%%UDETAIL 1 - SEALANT

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1/4" MAX. BELOW PAVEMENT

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1/4" RADIUS OR CHAMFER

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SILICONE SEALANT 1 ± 1/8" DEPTH

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PREFORMED JOINT FILLER, ASTM 1751

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BOND BREAKER

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0 5' 10' 20' N

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

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Te xa s Ai r N at io na l G ua rd

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FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

JOINTING PLAN

C-403

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PROPOSED CORROSION CONTROL FACILITY

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THICKENED EDGE EXPANSION JOINT/ SIDEWALK EXPANSION JOINT

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DOWELED CONSTRUCTION JOINT

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CONTRACTION JOINT

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REINFORCED CONCRETE SLABS

AutoCAD SHX Text NOTES: NOTES: 1. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 2. ALL SLAB REINFORCING TO BE 12" X 12"- W5 X W5, WITH ALL SLAB REINFORCING TO BE 12" X 12"- W5 X W5, WITH 65,000 PSI YIELD STRENGTH. WIRE SIZE AND SPACING MAY BE ALTERED AS LONG AS A MINIMUM OF 0.048 SQUARE INCHES PER FOOT IS PROVIDED. 3. EDGE SPACING FOR THE WELDED WIRE FABRIC TO BE THREE EDGE SPACING FOR THE WELDED WIRE FABRIC TO BE THREE (3) INCHES. A MINIMUM OF THREE (3) WIRES ARE TO BE PROVIDED IN ANY ONE DIRECTION IN EACH SLAB. 4. SEE SHEET C-405 FOR PAVEMENT ELEVATIONS. SEE SHEET C-405 FOR PAVEMENT ELEVATIONS.

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DOWELED CONTRACTION JOINT

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PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

X

Te xa s Ai r N at io na l G ua rd

9t h

FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

PAVEMENT JOINTING DETAILS

C-404

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PAINT AND OIL ONE END OF DOWEL, 1" DIAMETER, 16" LONG, SPACED 12" ON-CENTER

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%%USEALANT - CONTRACTION

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%%USEALANT - ESPANSION

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BACKER MATERIAL

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EXISTING

PROPOSED

0 5' 10' 20' N

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

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JB

SA

Ke lly

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Te xa s Ai r N at io na l G ua rd

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Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

STAKING PLAN

C-405

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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

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F-16CF-16C

0 10' 20' 40' N

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

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Te xa s Ai r N at io na l G ua rd

9t h

FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

GRADING PLAN

C-501

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100'-0" = 679.00

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

X

Te xa s Ai r N at io na l G ua rd

9t h

FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

0 15' 30' 60' N

UTILITY PLAN

C-601

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24" CMP

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8" PVC

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SD

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GM

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ICV

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ICV

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ICV

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12" CI

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PROPOSED TAXI AND APRON PAVEMENT

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FRANK ANDREWS ROAD

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BILLY MITCHELL ROAD

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PROPOSED FIRE HYDRANT AND BOLLARDS, SEE DETAILS, TYP.

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PROPOSED MANHOLE, SEE DETAILS, TYP.

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PROPOSED 1-1/2" GAS CONNECTION, PER BUILDING REQUIREMENTS

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PROPOSED ELECTRIC CONNECTION, PER BUILDING REQUIREMENTS. SEE SHEET EP-601.

AutoCAD SHX Text PROPOSED COMMUNICATION CONNECTION IN MANHOLE KMH00216, PER BUILDING REQUIREMENTS. SEE SHEET ET-601.

AutoCAD SHX Text PROPOSED 10" DUCTILE IRON WATER SERVICE, AS REQUIRED FOR FIRE SUPPRESSION. TRANSITION TO STAINLESS STEEL AT 5' OUTSIDE BUILDING. SEE SHEET F-101

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CONNECT TO EXISTING SYSTEM AT EXISTING MANHOLE

AutoCAD SHX Text HYDRANTS WITHIN 25 FEET OF AIRFIELD PAVEMENT SHALL BE LIMITED TO 30" ABOVE FINISHED GRADE (TYP.)

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PROPOSED 2-1/2" DOMESTIC WATER SERVICE, PER BUILDING REQUIREMENTS

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T1, SEE PLUMBING SHEETS FOR CONNECTION.

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FIRE DEPARTMENT CONNECTION

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POST INDICATOR VALVE WITH TAMPER SWITCH

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3/4" CONDUIT FOR TAMPER SWITCH SIGNAL WIRING

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UPSTREAM JET FUEL RESISTANT KNIFE GATE VALVE

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DOWNSTREAM JET FUEL RESISTANT KNIFE GATE VALVE

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PROPOSED 6" DIP WATER LINE FOR HYDRANTS

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LEGEND:

AutoCAD SHX Text PROPOSED STORM SEWER PROPOSED STORM STRUCTURE PROPOSED SANITARY SEWER PROPOSED SANITARY STRUCTURE PROPOSED WATER PROPOSED ELECTRIC PROPOSED GAS PROPOSED COMMUNICATION EXISTING WATER EXISTING ELECTRIC EXISTING GAS EXISTING ABANDONED COMMUNICATION

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ELEC

NOTES: 1. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS. 2. ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, LOCAL UTILITY CODES AND TXDOT REQUIREMENTS. 3. INSTALL, FLUSH AND TEST FIRE PROTECTION PIPING PER NFPA 24 AT 200 PSI INSTALL, FLUSH AND TEST FIRE PROTECTION PIPING PER NFPA 24 AT 200 PSI TEST PRESSURE. FLUSHING FLOW RATE SHALL BE 2,250 GPM MEASURED FLOW RATE WITHOUT THE USE OF THE FIRE PUMP. TRANSITION TO 10" STAINLESS STEEL LEAD IN AT 5' OUTSIDE FIRE PROTECTION ROOM. SUBMIT FLUSHING PLAN WITH PRELIMINARY FIRE PROTECTION TEST PLAN. COORDINATE WITH PRELIMINARY TESTING. SUBMIT NFPA 24 CONTRACTOR'S MATERIAL AND TEST CERTIFICATE(S) PER NFPA 24. 4. THE KNIFE GATE VALVES SHALL BE JET FUEL RESISTANT. THE KNIFE GATE VALVES SHALL BE JET FUEL RESISTANT. THE UPSTREAM VALVE SHALL HAVE A MANUAL SHUT OFF WITH POSITION MONITORING SYSTEM CONNECTED TO CONTAINMENT SYSTEM CONTROL PANEL. THE DOWNSTREAM VALVE HALL HAVE A MANUAL, REMOTE SHUT OFF, TO BE ACTIVATED IN CASE OF FUEL SPILL, WITH POSITION MONITORING SYSTEM CONNECTED TO CONTAINMENT SYSTEM CONTROL PANEL. COORDINATE INSTALLATION, INTERFACE, AND ACCEPTANCE TESTING WITH CONTAINMENT MONITORING SYSTEM WITH OTHER TRADES. 5. THE LOCATION, TYPE AND SIZE OF EXISTING UNDERGROUND AND/OR ABOVE THE LOCATION, TYPE AND SIZE OF EXISTING UNDERGROUND AND/OR ABOVE GROUND UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE RESPECTIVE UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION. IN THE EVENT OF AN UNEXPECTED UTILITY INTERFERENCE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY, THE ARCHITECT, AND THE CONTRACTING OFFICER. ANY DAMAGE TO A SERVICE OR MAIN SHALL BE RESTORED AT ONCE AT NO ADDITIONAL COST TO THE CONTRACT. 6. ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER. 7. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE. 8. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED OTHERWISE, INCLUDING PROVIDING ANY FINANCIAL SURETIED REQUIRED AS PART OF ANY PERMIT.

V ar ie s

PRM

PB or PJB PB or PJB

PRM

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

20190320

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly

A nn ex , T

X

Te xa s Ai r N at io na l G ua rd

9t h

FW

Co rro sio n

Co nt ro l F ac ilit y

NDM

Engineering | Planning | Allied Services

Offices Nationwide www.hanson-inc.com

Hanson Professional Services Inc.

1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503

RMH

LDH

LDH

2 AUGUST 2024

Structure Northing Easting Type Rim El. Invert El. Pipe Pay Length Size Type Slope %

S1 13688372.2811 2096957.9021 4' Manhole 677.54 666.53

59.9 15.0 RCP 1.00

S2 13688429.6115 2096929.7904 4' Manhole 678.10 665.90

51.0 15.0 RCP 1.00

S3 13688484.6115 2096929.7904 4' Manhole 677.80 665.35

52.1 15.0 RCP 1.00

S4 13688540.6906 2096929.7904 4' Manhole 679.04 664.78

72.4 15.0 RCP 1.00

S5 13688619.1444 2096929.7904 10' Doghouse Manhole 678.15 S 664.00 E/W 660.00* Existing 84.0 RCP

S6 13688540.6906 2097034.0948 4' Manhole 678.00 665.82

100.3 15.0 RCP 1.00

S4 13688540.6906 2096929.7904 4' Manhole 679.04 E 664.78

DRAINAGE SCHEDULE AND

DETAILS

C-602

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%%UEDGE DRAIN ALONG PAVEMENT EDGE

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4" TOPSOIL

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FILTER FABRIC TRENCH ENVELOPE, INCLUDED IN COST FOR PIPE UNDERDRAIN.

AutoCAD SHX Text 6" DIA. PERFORATED PE TUBING, COUPLINGS AND FITTINGS, DOUBLE WALL SMOOTH INNER SURFACE, AASHTO M252, TYPE SP, CLASS 2.

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PROPOSED PAVEMENT

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FILTER MATERIAL

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VARIES

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DEPTH VARIES

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SEE PLANS AND SCHEDULE

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TYPICAL HALF PLAN

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TYPICAL HALF ELEVATION

AutoCAD SHX Text Annular space around RCP pipe 1" Min, 3" Max.

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AutoCAD SHX Text Annular space around RCP pipe 1" Min, 3" Max.

AutoCAD SHX Text Reinforced concrete pipe (RCP)

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AutoCAD SHX Text Annular space around RCP pipe 1" Min, 3" Max.

AutoCAD SHX Text Annular space around RCP pipe 1" Min, 3" Max.

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PRECAST ROUND MANHOLE (PRM) WITH THROUGH-HOLE

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PRECAST BASE (PB) OR PRECAST JUNCTION BOX (PJB) WITH THIN-WALL KNOCK-OUT

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PRECAST ROUND MANHOLE (PRM) WITH THROUGH-HOLE

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PRECAST BASE (PB) OR PRECAST JUNCTION BOX (PJB) WITH THIN-WALL KNOCK-OUT

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GENERAL NOTES:

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MATERIAL NOTES:

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CONSTRUCTION NOTES:

AutoCAD SHX Text Completely fill the void between the precast structure and the connecting pipe or box with cementitious grouts and mortars in accordance with DMS-4675 "Cementitious Grouts and Mortars for Miscellaneous Application".

AutoCAD SHX Text Do not grout rubber gasket joints without Manufacturer's recommendations. Do not use bricks, masonry blocks, native stone, or similar materials in conjunction with grouted connections when filling void spaces around pipes or box culverts. Provide grouted connections in accordance with DMS-4675 "Cementitious Grouts and Mortars for Miscellaneous Application". See applicable standards for notes and details not shown: Precast Base (PB) Precast Junction Box (PJB) Precast Round Manhole (PRM) Precast Safety End Treatments C/D Square (PSET-SC) Precast Safety End Treatments P/D Square (PSET-SP) Provide Concrete Box Culverts in accordance with Item 462 "Concrete Box Culverts and Drains". Provide Reinforced Concrete Pipe (RCP) in accordance with Item 464 "Reinforced Concrete Pipe". Provide Thermoplastic Pipe (TP) in accordance with Special Specification Thermoplastic Pipe. Payment for grouted connections is considered subsidiary to other bid Items.

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%%USTORM SEWER SCHEDULE

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%%UDESCRIPTION

* VERIFY INVERT ELEVATION OF EXISTING PIPE.

COMBINATIONS OF GRADE

ADJUSTMENT RINGS AS REQ'D

BB

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SHRINKAGE/TEMPERATURE

WHEN REQUIRED. SEE

FABRICATION NOTE 3.

SHRINKAGE/TEMPERATURE WHEN

REQUIRED. SEE FABRICATION NOTE 3.

GENERAL NOTES:

FABRICATION NOTES:

INSTALLATION NOTES:

SIZE (DIA) 48 in W 5 in MAX DEPTH 25 ft A (EACH WAY) 0.22 in²/ft

B (EACH WAY) N/A

C (EACH WAY) 0.24 in²/ft BH MIN 12 in TS 9 in

RS N/A

REDUCED RISER DIA N/A

MAX HOLE DIA 32 in

60 in 72 in 6 in 7 in 25 ft 25 ft

0.30 in²/ft 0.45 in²/ft

0.37 in²/ft 0.62 in²/ft

0.46 in²/ft 0.46 in²/ft 36 in 36 in 9 in 9 in 9 in 12 in 48 in 48/60 in 40 in 54 in

1. Provide Class "H" concrete in accordance with Item 421 and having a minimum compressive strength of 5,000 psi.

2. Provide Grade 60 reinforcing steel or equivalent area of WWR. Provide circumferential reinforcing steel in vertical walls of base, riser and cone in accordance with ASTM C478.

3. Slabs with a thickness of 8" or greater require shrinkage and temperature reinforcing steel.

Provide steel area = 0.11 in²/ft each way.

4. Manufacture base and risers to nearest 3" increment.

5. Design tongue and groove joints for full closure on both shoulders. Minimum spigot depth is ¾".

6. Provide lifting devices in conformance with Manufacturer's recommendations.

7. Provide cast iron solid cover, unless noted otherwise elsewhere in the plans.

1. Cones may be concentric or eccentric.