Attch_2-Drawings_G-001_S-001_S-101_and_S-101A.pdf

G-001

GENERAL

DRAWING INDEX

G-00101

CONTRACT NUMBER: FA8601-13-D-0003

LOCATION MAP

GATE

MAIN

STREET

MEMORIAL ROAD

FIRST STREET

STREET

G

SIXTH STREET

SEVENTH STREET

E

S T

R E

E T

K

R E

E T

S H

E L

IN

D R

IV

R

H

R E

E

WAYMONOHAN WAY

B

R E

E

R E

E

R E

E T

FOURTH STREET

R E

E T

A

S

T R

E E

T

FOURTH

FIFTH

C

R E

E T

A

S T

R E E T

LO

O P

R O

A D

NIN

TH

STREET

C E

N T

E N

N A

L

B

V D

N

IN

H

R E

E T

R E

E T

G

R E

E

T EIGHTH

K

R E

E T

TENTH

FIFTH STREET

SEVENTH STREET

R E

E T

STREET

STREET

TENTH

NINTH STREET

HANDRAIL

MEM

S K

Y L

IN

E

D R

IV

E

ROAD

ORIAL

C

R E

E T

STRUCTURAL

S-001

03 S-101

12 S-102

21 S-103

25 S-104

31 S-105

AERIAL VIEW

(PROJECT #ZHTV 090018)

AREA B STEAM TUNNELS

RPR/RPL STEAM STANCHIONS

BULL HEAD TUNNEL

U

N N

E L

U

N N

E L

32 CROSSOVER TUNNEL

5th STREET TUNNEL

STRUCTURAL GENERAL NOTES

BULL HEAD STEAM TUNNEL REPAIR LOCATION PLAN

56 STEAM TUNNEL REPAIR LOCATION PLAN

52 STEAM TUNNEL REPAIR LOCATION PLAN

5th STREET STEAM TUNNEL REPAIR LOCATION PLAN

32 CROSSOVER STEAM TUNNEL REPAIR LOCATION PLAN

04 S-101A

05 S-101B

06 S-101C

07 S-101D

09 S-101F

10 S-101G

11 S-101H

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

13 S-102A

14 S-102B

15 S-102C

16 S-102D

17 S-102E

18 S-102F

56 TUNNEL PHOTOS/DESCRIPTIONS

56 TUNNEL PHOTOS/DESCRIPTIONS

56 TUNNEL PHOTOS/DESCRIPTIONS

56 TUNNEL PHOTOS/DESCRIPTIONS

56 TUNNEL PHOTOS/DESCRIPTIONS

56 TUNNEL PHOTOS/DESCRIPTIONS

19 S-102G

20 S-102H

56 TUNNEL PHOTOS/DESCRIPTIONS

56 TUNNEL PHOTOS/DESCRIPTIONS

22 S-103A 52 TUNNEL PHOTOS/DESCRIPTIONS

S-103B 52 TUNNEL PHOTOS/DESCRIPTIONS

S-103C 52 TUNNEL PHOTOS/DESCRIPTIONS

32 CROSSOVER TUNNEL PHOTOS/DESCRIPTIONS

32 CROSSOVER TUNNEL PHOTOS/DESCRIPTIONS

32 CROSSOVER TUNNEL PHOTOS/DESCRIPTIONS

32 CROSSOVER TUNNEL PHOTOS/DESCRIPTIONS

32 CROSSOVER TUNNEL PHOTOS/DESCRIPTIONS

S-104A

S-104B

S-104C

S-104D

S-104E

S-105A32 5th STREET TUNNEL PHOTOS/DESCRIPTIONS

S-105B33 5th STREET TUNNEL PHOTOS/DESCRIPTIONS

S-105C34 5th STREET TUNNEL PHOTOS/DESCRIPTIONS

S-105D35 5th STREET TUNNEL PHOTOS/DESCRIPTIONS

S-105E36 5th STREET TUNNEL PHOTOS/DESCRIPTIONS

S-105F37 5th STREET TUNNEL PHOTOS/DESCRIPTIONS

S-105G38 5th STREET TUNNEL PHOTOS/DESCRIPTIONS

S-30139

SECTIONS

STRUCTURAL CONCRETE REPAIR DETAILS &

S-30240 STEEL STANCHION REPAIR DETAILS & SECTIONS

S-30341

DRAWING INDEX AND LOCATION MAPS

DRAWING INDEX AND LOCATION MAPS

S-101E

REPLACEMENT DETAILS

CONCRETE TUNNEL ELEMENT & STEAM STANCHION

ASSESSMENT

AREA B TUNNEL

EXTENTS OF

DURING CONST. PROCESS

FOR EXACT LOCATION

COORDINATE w/ WPAFB

AREA (PRELIM).

STAGING/LAY-DOWN

AREA DESIGNATED FOR

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGI

N

E E

R

US AF

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

RPR/RPL STEAM STANCHIONS

PROJECT NUMBER ZHTV 090018

SUBMITTAL - 100% GOVT. SUBMITTAL

SPR SPR MSS JUNE 2015

S-001

STRUCTURAL GENERAL NOTES 02

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGI

N

E E

R

US AF

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

OF

PROJECT NUMBER ZHTV 090018

SUBMITTAL - 100% GOVT. SUBMITTAL

SPR SPR MSS JUNE 2015

OF THE SHOP DRAWINGS TO THE GENERAL CONTRACTOR.

WORK IS PERMITTED TO COMMENCE UNTIL THE RETURN OF A STAMPED, APPROVED COPY

SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS BY THE CONTRACTOR. NO SHOP

CONTRACTOR PRIOR TO SUBMISSION. ALL DEVIATIONS FROM THE ENGINEERING DRAWINGS

AND/OR SUBCONTRACTORS SHALL BE REVIEWED AND STAMPED BY THE GENERAL

SHOP DRAWINGS REQUIRED BY THE PROJECT SPECIFICATIONS AND PREPARED BY SUPPLIERS4.

OR ERECTION

CONTRACTOR PRIOR TO ANY SHOP DRAWING SUBMISSION, FABRICATION, CONSTRUCTION,

DIMENSIONS PERTAINING TO EXISTING CONDITIONS SHALL BE FIELD VERFIED BY THE5.

GROUT UNDER STEEL BEARINGS SHALL BE IN CONFORMANCE WITH ASTM C1107, 9,000 PSI3.

ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH AGGREGATES CONFORMING TO ASM C33.1.

ADMIXTURES SHALL CONFORM TO ASTM C494.

CHLORIDE BASED ADMIXTURES ARE PROHIBITED IN ALL REINFORCED CONCRETE. OTHER4.

B. BOTTOM BARS DIRECTLY OVER SUPPORTS

A. TOP BARS NEAR MIDSPAN

BE LAPPED AS FOLLOWS:

TOP AND BOTTOM BARS DESIGNATED AS CONTINUOUS IN STRUCTURAL DRAWINGS SHALL10.

SPLICING OF STRUCTURAL STEEL IS PROHIBITED EXCEPT AS DETAILED. 2.

AND WELDING ELECTRODES SHALL BE E70XX OR AS REQUIRED BY EXISTING MATERIALS.

WELDING SHALL CONFORM TO THE CURRENT AWS D1.1 "STRUCTURAL WELDING CODE-STEEL", 5.

THE CONTRACTING OFFICER FOR REVIEW BEFORE ANY WELDING IS PERMITTED TO BEGIN.

"STRUCTURAL WELDING CODE-STEEL". PROOF OF CERTIFICATION SHALL BE SUBMITTED TO

BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED IN THE CURRENT AWS D1.1

WELDS SHALL BE MADE ONLY BY CERTIFIED WELDERS AND WELDING OPERATORS WHO HAVE 6.

THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:

AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", WITH

FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS",

REQUIREMENTS OF THE CURRENT, BUILDING CODE ADOPTED, AISC "SPECIFICATION

THE FABRICATIONS AND ERECTION OF STRUTURAL STEEL SHALL CONFORM TO ALL

ABV

ACI

ACM

ALTERNATE

WT

HORIZONTAL

ABOVE

AFF ABOVE FINISHED FLOOR

ALT

APPROX

ASTM

APPROXIMATE

BUILDING LINE

BUILDING

BASEMENT

BETWEEN

BOTTOM

BL

BLDG

BOT

BSMT

BTWN

CONC

CONN

CONTR CONTRACT(OR)

CONNECTION

CONCRETE

DEMOLISHDEMO

DR DRAIN

EA

EL

ENTR

EQ

EQUIP

EXIST

EQUIPMENT

EXISTING

EQUAL

ENTRANCE

ELEVATION

EACH

FOUNDATION

FLOOR

FACE OF CONCRETE

FOOTINGFTG

FOC

FL

FDN

WEIGHT

W/O

W/ WITH

WITHOUT

VERTICALVERT

UNO UNLESS NOTED OTHERWISE

THICK(NESS)

TYPICALTYP

THK

STL

SYS

STEEL

SYSTEM

REINFORCED CONCRETE

REQUIREDREQD

RC

POUNDS PER CUBIC FOOT

PERIMETERPERIM

PCF

OH OVERHEAD

NOT TO SCALENTS

MTL

MISC

MIN

MECH

MAX MAXIMUM

MECHANIC(AL)

MINIMUM

METAL

MISCELLANEOUS

HORIZ

GOVT

GD GRADE, GRADING

GOVERNMENT

ABBREVIATIONS

COL COLUMN

MANUF MANUFACTURER

INSTITUTE

AMERICAN CONCRETE

MATERIAL

ASBESTOS CONTAINING

TESTING AND MATERIALS

AMERICAN SOCIETY FOR

ENGINEER DETERMINES OTHERWISE

IMMEDIATELY. THE STRICTEST PROVISION SHALL GOVERN UNLESS THE STRUCTURAL

DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER

OR CONFLICTS FOUND BETWEEN THE PROJECT SPECIFICATIONS AND THE STRUCTURAL

DRAWINGS TO DETERMINE THE COMPLETE PROJECT REQUIREMENTS. ANY DISCREPANCIES

THE PROJECT SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL3.

CAST-IN-PLACE CONCRETEGENERAL NOTES

ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

ALL REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60 KSI. 7.

6.

CONCRETE COVER ON REINFORCING STEEL SHALL BE PER ACI, UNLESS NOTED OTHERWISE.8.

IF PROPERLY DESIGNED.

CONTINUOUS THROUGH THE CONSTRUCTION JOINT. OTHER LOCATIONS MAY BE ACCEPTABLE

ADEQUATE DOWELS (SMOOTH) TO TRANSFER THE SHEAR AND EXTEND ALL REINFORCING

SHALL OCCUR WITHIN THE MIDDLE THIRD OF THE SPAN OF THE MEMBER. PROVIDE

APPROVAL FROM THE STRUCTURAL ENGINEER. CONSTRUCTION JOINTS IN SLABS

JOINTS NOT INDICATED ON STRUCTURAL DRAWINGS ARE NOT PERMITTED WITHOUT11.

STRUCTURAL STEEL

GOVERNING DESIGN SPECIFICATION

STRUCTURAL DESIGN DATA

ADDITION OF PLASTICIZERS), AS DETERMINED IN ACCORDANCE WITH ASTM C143

MAXIMUM SLUMP SHALL BE 4" (BEFORE ADDITION OF PLASTICIZERS) & 8" (AFTER 5.

4,500 PSI A. ALL CONCRETE WORK INDICATED

CONCRETE SHALL DEVELOP THE FOLLOWING 28-DAY COMPRESSIVE STRENGTH (F’c):2.

WITH ANY ADDITIONAL WORK.

CONTRACTING OFFICER AND STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING

FIELD OBSERVATION. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE

INTENDED TO CONFORM WITH THE INFORMATION PROVIDED ON EXISTING DRAWINGS, AND BY

OTHERWISE. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS WERE

TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE, UNLESS SPECIFICALLY NOTED

ALL DETAILS SECTIONS, AND NOTES PROVIDED ON STRUCTURAL DRAWINGS ARE INTENDED6.

ON PLANS.

AFTER COMPLETION OF NEW WORK. FIELD VERIFY LOCATIONS OF ALL OBSTRUCTIONS SHOWN

REMOVED AND RE-INSTALLED (INCLUDING NECESSARY MODIFICATIONS) BY THE CONTRACTOR

EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY 7.

BE MODIFIED OR REMOVED WITHOUT PRIOR WRITTEN CONSENT OF STRUCTURAL ENGINEER.

ANY STEEL FABRICATION OR CONCRETE PLACEMENT. NO EXISTING STRUCTURAL MEMBERS MAY

COORDINATE ALL REQUIRED DIMENSIONS WITH APPLICABLE TRADE CONTRACTORS PRIOR TO 8.

TUNNEL EXCAVATION

NOTED.

ACI STANDARD REQUIREMENTS. CLASS B LAPS SHALL BE USED UNLESS OTHERWISE

AND LAPS, WHEN NOT SPECIFICLLY DIMENSIONED ON DRAWINGS, SHALL BE AS PER

OTHERWISE. HOOKS MAY BE ROTATED TO MAINTAIN CLEARANCES. ALL BAR SPLICES

ALL HOOK BARS SHALL CONTAIN 90 DEGREE ACI STANDARD HOOKS UNLESS NOTED 9.

A MINIMUM YIELD STRESS (Fy) OF 42 KSI FOR ROUND SHAPES.

A MINIMUM YIELD STRESS (Fy) OF 46 KSI FOR SQUARE AND RECTANGULAR SHAPES, AND

HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B, WITH

ALL PLATES, BARS, CHANNELS, AND ANGLES SHALL CONFORM TO ASTM A36, Fy=36 KSI.1.

UFC 3-301-01, STRUCTURAL ENGINEERING (WITH CHANGE 1, 15 MAY 2014)

AWS, STRUCTURAL WELDING CODE D1.1

OR OTHERWISE APPLICABLE

OTHER UFC’s, EXECTUVIE ORDERS, DESIGN GUIDES, AS REFERENCE

AISC, STEEL CONSTRUCTION MANUAL, LATEST EIDTION

ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

THE FOLLOWING DOCUMENTS:

APPLICABLE PROVISIONS OF THE CURRENT ACCEPTED EDITION OF

ON PROVEN TECHNIQUES THAT ARE DONE IN ACCORDANCE WITH

ALL WORK FOR THE STRUCTURAL REPAIRS WAS DEVELOPED BASED

BRG BEARING

G. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

WPAFB SPECIFICATION SECTION 02 09 00.

F. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH

SPECIFICATION SECTION 02 08 10.

E. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH WPAFB

RECYCLING PM, DAVE DALTON, AT (937) 257-5060 OR david.dalton.2@wpafb.af.mil.

JANUARY 7, COVERING THE THREE MONTHS PRIOR. FOR ADDITIONAL INFORMATION, CONTACT THE

THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND

d. EXPLANATION OF THE DIVERSION RATE IF LESS THAN 50%.

c. THE DOLLAR AMOUNT EARNED BY RECYCLING.

DISPOSED OF.

b. THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED OR OTHERWISE

WEIGHT SLIPS (I.E. RECYCLED, REUSED).

a. THE TONNAGE DIVERTED CONSTRUCTION AND DEMOLITION MATERIALS AND CORRESPONDING

SPECIFICATION SECTION 01 02 20, STATING:

SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IN ACCORDANCE WITH WPAFB

ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY

CONTACT WPAFB RECYCLING PROGRAM MANAGER AT (937) 257-5060 TO CONFIRM WHAT MATERIALS

THE WPAFB RECYCLING CENTER IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20.

DEMOLITION DEBRIS AND ARE NOT SCHEDULED FOR OFF-SITE RECYCLING, CAN BE TURN INTO

CENTER. OTHER RECYCLABLE MATERIALS THAT ARE COST EFFECTIVELY SEGREGATED FROM

DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING

D. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE

01 02 20.

C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION

AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE.

EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL,

B. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREA, WILL REQUIRE

INFORMATION.

CONTACT DAVE DALTON AT (937) 257-5060 OR david.dalton.2@wpafb.af.mil FOR ADDITIONAL

A. ALL METAL AND WIRING NEEDS TO BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER.

PER WRIGHT PATTERSON AIR FORCE BASE ENVIRONMENTAL PROCEDURES:9.

VIF VERIFY IN FIELD

SS STAINLESS STEEL

WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:

CODE ADOPTED, ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS",

ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT, BUILDING

UTILITIES AND EXISTING FOUNDATIONS.

ALL EXCAVATION WORK SHALL PROCEED WITH CAUTION TO AVOID DAMAGE TO UNKNOWN UNDERGROUND 1.

EARTHWORK

10. BLASTING SHALL NOT BE AN ACCEPTABLE METHOD FOR ROCK EXCAVATION.

EQUIPMENT.

STEEL-WHEELED ROLLERS, VIBRATORY COMPACTORS, OR OTHER APPROVED

CONHESIONLESS MATERIALS. FINISH COMPACTION BY SHEEPSFOOT ROLLERS,

COHESIVE MATERIALS OR 95% LABORATORY MAXIMUM DENSITY FOR

AND COMPACT TO AT LEAST 90% LABORATORY MAXIMUM DENSITY FOR

9. PLACE BACKFILL ADJACENT TO ANY AND ALL TYPES OF STRUCTURES,

CONSTRUCTION TO ASSESS SITE CONDITIONS.

PERFORMING PRE-CONSTRUCTION AND PERIODIC SITE VISITS THROUGHOUT

CONSTRUCTION. THE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR

OF EXCAVATIONS AND SOIL/GROUNDWATER CONDITIONS THROUGHOUT

HIRE A PROFESSIONAL GEOTECHNICAL ENGINEER TO PROVIDE INSPECTION8.

ROOF UNTIL THE CONCRETE HAS ATTAINED FULL DESIGN (28 DAY COMPRESSIVE) STRENGTH.

UNBALANCED SOIL LOADS AGAINST THE STRUCTURE. DO NOT PLACE BACKFILL AGAINST WALLS AND

ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. BACKFILL EVENLY ON ALL SIDES TO PREVENT 2.

APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS.

THE PROPERTY OF THE CONTRACTOR. THIS CONSTRUCTION STABILITY REQUIREMENT

APPLIED THEY SHALL BE REMOVED AS CONDITIONS PERMIT, AND SHALL REMAIN

NECESSARY DURING ERECTION ARE NOT SHOWN ON STRUCTURAL DRAWINGS. IF

ANY TEMPORARY BRACING, CONNECTIONS, GUYS, OR TIE-DOWNS THAT MAY BE

SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING CONSTRUCTION.

THE ERECTION PROCEDURES AND SEQUENCES REQUIRED TO ENSURE STABILITY AND

FULLY COMPLETED. HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO DETERMINE

THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS2.

LOCAL REGULATIONS.

SHALL REMOVE ALL DEBRIS FROM THE OWNER’S PROPERTY AND DISCARD ACCORDING TO

ALL APPLICABLE SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR

30 NOV 14), AND OSHA. IT IS SOLELY THE CONTRACTOR’S RESPONSIBILITY TO FOLLOW

SAFETY REQUIREMENTS IMPOSED BY THE CONTRACTING OFFICER, EM 385-1-1 (DATED

THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN STRICT ACCORDANCE WITH THE 1.

AND COMMUNICATION (COMM) UTILITIES.

AND COMM UTILITIES) IS CRITICAL. EXTRA PRECAUTION MUST BE TAKEN TO AVOID DAMAGE TO ELECTRICAL

UTILITIES. PROPER SHORING OF UTILITIES, IF EXCAVATING AROUND UTILITIES (PARTICULARLY ELECTRIC

13. REFERENCE WPAFB SPEC 01 01 50, SECTION 1.4, AND SPEC 01 01 01, BEFORE EXCAVATION AROUND

PRIOR TO ENTERING THE TUNNELS. WPAFB FIRE DEPARTMENT (937) 257-3033.

EXITING THE TUNNELS. CONTRACTOR MUST PROVIDE THEIR LOCATION TO THE BASE FIRE DEPARTMENT

12. CONTRACTOR MUST ALERT WPAFB FIRE DEPARTMENT BY PHONE, PRIOR TO ENTERING AND UPON

A SAFETY BRIEFING PRIOR TO COMMENCEMENT OF SITE OPERATIONS. 72 HOUR NOTICE IS REQUIRED.

11. CONTRACTOR SAFETY POC MUST CONTACT WPAFB CE PROJECT MANAGER WHO WILL COORDINATE

OSHA REQUIREMENTS, AS WELL AS, EM 385-1-1.

10. ALL TUNNELS ARE PERMIT-REQUIRED CONFINED SPACE. CONTRACTOR MUST FOLLOW AFOSH AND

FREE OF RUST, SCALE, ETC., AND SHALL BE HOT-DIPPED GALVANIZED

STRUCTURAL STEEL SHALL BE NEW UNLESS NOTED OTHERWISE, AND SHALL BE MADE 3.

OTHER CONNECTION ELEMENTS SHALL BE HOT-DIPPED GALVANIZED.

AN ASTM F436 HARDENED STEEL WASHER UNDER THE TURNED ELEMENT. ALL BOLTS AND

NOTED OTHERWISE. BOLTS SHALL BE INSTALLED WITH ASTM A563 NUTS, AND SHALL HAVE

" DIAMETER MINIMUM UNLESS4

3ALL BOLTS SHALL CONFORM TO ASTM A325X AND SHALL BE 4.

ALL WELDS SHALL BE TOUCHED UP WITH GALVANIZIZING REPAIR PAINT.7.

OFFICER PRIOR TO CONCRETE PLACEMENT.

7. ENSURE THAT FOOTING SUBGRADES HAVE BEEN INSPECTED AND APPROVED BY THE CONTRACTING

TO KEEP SOIL MATERIALS SUFFICIENTLY DRY.

DURING CONSTRUCTION. COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION

6. PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED

DO NOT EXCAVATE TO FINAL GRADE LEVEL UNTIL JUST BEFORE CONCRETE IS TO BE PLACED.

5. DO NOT DISTURB THE BOTTOM OF THE EXCAVATION WHEN CONCRETE IS THE BE PLACED AND

PROVIDE PROPER DRAINAGE AT ALL TIMES.

CONSTRUCTION, PERFORM EXCAVATION AND FILL IN A MANNER AND SEQUENCE THAT WILL

PROJECT TO THE LINES, GRADES, AND ELEVATIONS INDICATED AND AS SPECIFIED. DURING

4. PERFORM EXCAVATION OF EVERY TYPE OF MATERIAL ENCOUNTERED WITHIN THE LIMITS OF THE

BURIED UTILITY LINES. WARNING AND IDENTIFICATION SHALL READ, "CAUTION, BURIED LINE BELOW"

3. CONTRACTOR SHALL USE WARNING TAPE SPECIFICALLY FOR WARNING AND IDENTIFICATION OF

3" OR LARGER IN ANY DIMENSION.

2. INITIAL BACKILL CONSISTS OF SELECT GRANULAR MATERIAL OR MATERIALS FREE FROM ROCKS

WHEN ANY CONTAMINATED MATERIALS ARE ENCOUNTERED DURING EXCAVATION.

ROOTS AND OTHER ORGANIC MATTER OR FROZEN MATERIAL. NOTIFY CONTRACTING OFFICER

FILLS, TRASH, REFUSE, BACKFILLS FROM PREVIOUS CONSTRUCTION, AND MATERIAL CONTAINING

(TYP.) UNSATISFACTORY MATERIALS TO NOT USE AS FILL MATERIALS SHALL INCLUDE MAN-MADE 1.

BY UFC 3-301-01

2012 INTERNATIONAL BUILDING CODE AND REFERENCED CODES AS MODIFIED

S-101

REPAIR LOCATION PLAN

BULL HEAD TUNNEL

S-101

REPAIR LOCATION PLAN

BULL HEAD STEAM TUNNEL NORTH

TUNNEL CONCRETE REPLACEMENT

(STANCHION)

LOCATION

SURFACE

TUNNEL

(APPROXIMATE)

LENGTH

30’-0"

1/S-301 EXTERNAL WATERPROOFING APPLICATION DETAIL.

ON S-101 FOR APPLICATION LOCATIONS AND DETAIL

2. FOR EXTERNAL WATERPROOFING APPLICATION, SEE CHART

ALONG TUNNEL CEILING & WALLS.

1. SEE DETAIL 2/S-303 FOR REPLACEMENT OF CONCRETE

NOTES:

EXISTING STANCHION ASSESSMENT

LOCATION

STANCHION

(EXISTING)

REPAIR

CLEAN

(w/ NEW)

REPLACEMENT

(STANCHION)

LOCATIONS

(ALONG TUNNEL LENGTH)

UTILITIES AFFECTED BY EXCAVATIONS

UTILITY TYPE (LINES)

BETWEEN 28 & 36

DWGS.

5. UTILITIES HAVE BEEN IDENTIFITED PER WPFAB EXISTING UTILITY

ELECTRICAL AND COMMUNICATION (COMM) UTILITIES.

EXTRA PRECAUTION MUST BE TAKEN TO AVOID DAMAGE TO

(PARTICULARLY ELECTRIC AND COMM UTILITIES) IS CRITICAL.

SHORING OF UTILITIES, IF EXCAVATING AROUND UTILITIES

01 01 01, BEFORE EXCAVATION AROUND UTILITIES. PROPER

4. REFERENCE WPAFB SPEC 01 01 50, SECTION 1.4, AND SPEC

EXCAVATION AND REPAIR MEANS AND METHODS.

CONTRACTING OFFICER’S REPRESENTATIVE TO REVIEW PLANNED

C. A "PRE-DIG" CONFERENCE SHALL BE CONDUCTED WITH THE

WITH FORM AF103.

B. THE GOVT. WILL CONDUCT A SURVEY OF UTILITIES COMPLETE

AREAS OF EXCAVATION AND SUBMIT FINDINGS TO THE GOVT.

A. THE CONTRACTOR SHALL CONDUCT A UTILITY SURVEY IN ALL

COMMENCEMENT OF EXCAVATION:

3. THE FOLLOWING ITEMS SHALL BE COMPLETED PRIOR TO

UTILITIES TO PREVENT DAMAGE AND DISRUPTION TO SERVICE

2. WHERE NECESSARY, THE CONTRACTOR SHALL HAND DIG AROUND

AS WELL.

NOTED, HOWEVER UTILITIES MAY BE PRESENT IN OTHER AREAS

FOR TUNNEL REPAIRS. AREAS OF SIGNIFICANT CONGESTION ARE

1. EXISTING UTILITIES MAY BE PRESENT IN AREAS OF EXCAVATION

NOTES:

BETWEEN 74 & 76

APPLICATION LOCATIONS

EXTERNAL/INTERNAL WATERPROOFING

WATERPROOFING

EXTERNAL

-BETWEEN 28 & 36

APPLICATION.

2. SEE DETAIL 1/S-301 FOR EXTERNAL WATERPROOFING

WATERPROOFING APPLICATION.

REQUIRED. SEE DETAIL 2/S-301 FOR INTERNAL

ADDITIONAL INTERNAL WATERPROOFING APPLICATIONS ARE

1. LOCATIONS DEPICTED IN CHART ARE LOCATIONS WHERE

NOTES:

(STANCHION)

LOCATIONS -BETWEEN 18 & 19

WATERPROOFING

INTERNAL

52, 53, 54, 55

48, 49, 50, 51, 43, 44, 45, 46, 39, 40, 41, 42, 34, 36, 37, 38, 30, 31, 32, 33, 22, 24, 28, 29, 18, 19, 20, 21, 14, 15, 16, 17, 3, 6, 8, 10, 26, 27, 35, 47

12, 13, 23, 25, 4, 5, 7, 9, 11, SCALE: N.T.S.

STORM WATER

ELECTRIC MANHOLE, ELECTRIC SWITCH,

CEILING/WALL

PER WPAFB PROCEDURES/SPECIFICATIONS.

PROFILES REMOVED. ANY SEEDING RESTORATIONS SHALL BE

CONCRETE (SIDEWALK, CURBS) TO MATCH THE EXISTING

G. CONTRACTOR SHALL REPLACE ANY DEMOLISHED ASPHALT AND

REQUIREMENTS.

GENERAL NOTES SECTION, "EARTHWORK", FOR ADDITIONAL

SHALE ROCK PRESENCE FOR ALL AREAS OF EXCAVATION. SEE

F. CONTRACTOR SHALL INCLUDE EXCAVATION COSTS FOR 20%

FOR ADDITIONAL REQUIREMENTS PER WPAFB.

E. CONTRACTOR SHALL REFER TO GENERAL NOTES SHEET, S-001,

c. REPAIR METHODS

b. REPAIR MATERIALS

a. CONCRETE REMOVAL METHODS

SCHEDULE OF WORK SHALL FOLLOW INFORMATION IN TABLES:

PERFORMED DURING TUNNEL REPAIR. THE SEQUENCE AND

WORK, THE SEQUENCING AND SCHEDULING OF WORK TO BE

ALL MATERIALS (PROPERTIES) TO BE USED FOR TUNNEL REPAIR

FOR CIVIL WORKS", SECTION 1.4 "SYSTEM DESCRIPTION", FOR

D. REFER TO SPECIFICATION 03 01 32 "CONCRETE REHABILITATION

TO ANY DEMOLITION/NEW WORK THROUGHOUT THE TUNNEL.

C. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR

TUNNEL.

B. INDICATES EVERY 5th STANCHION ALONG LENGTH OF

A. EXTENTS OF BULL HEAD TUNNEL REPAIR ASSESSMENT.

SHEET GENERAL NOTES:

MATERIALS PRESENT.

HAVE ASBESTOS CONTAINING

HALF ROUND TUNNELS THAT MAY

THERE ARE CERTAIN ADJOINING

IN FEW AREAS OF THE TUNNELS,

BEEN ACCOMPLISHED. HOWEVER,

SURVEY/REMEDIATION HAS

IN PROJECT, ASBESTOS

IN MAIN TUNNELS IDENTIFIED

NOTE TO CONTRACTOR:

LOCATION.

AND FIXTURES IN ORIGINAL

3. RE-SECURE THE CONDUIT

REQUIRED FOR WORK.

AND LIGHTING FIXTURES AS

2. REMOVE CONDUIT CLAMPS

TO MAINTAIN CIRCUITRY.

THE CONDUIT AND FIXTURES

1. TEMPORARILY SUPPORT

(NOTE TO CONTRACTOR):

CONDUIT INTERFERENCE

EXISTING ELECTRICAL

-BETWEEN 23 & 24

PER SHEET S-301.

THROUGH WALL w/ APPLICABLE CONCRETE REPAIR METHODS

OF PIPES THROUGH TUNNEL WALLS. PATCH PENETRATION

SEE S-101F FOR DEPICTION AND LOCATION OF PENETRATION

WALL AND DISPOSE OF PER WPAFB DISPOSAL PROCEDURES.

C. DEMOLISH ABANDONED PIPES PENETRATING THRU TUNNEL

WATERPROOFING (BEYOND TYPICAL 1’-0" BASE APPLICATION).

ON S-101 FOR LOCATIONS OF REQUIRED INTERNAL

3C/S-301 FOR APPLICABLE REPAIR METHOD). SEE CHART

REINFORCING BARS WITH CORROSION (SEE DETAILS 3B &

SPALLING CONCRETE AND CLEANING/REPLACING EXISTING

WATER INTRUSION (SEE DETAIL 3A/S-301), PATCH FOR

2/S-301), INJECTION OF CRACKS ALONG CONCRETE FOR

WATERPROOFING THE FACE OF THE TUNNEL (SEE DETAIL

AND SLAB REQUIRED. REPAIRS SHALL INCLUDE INTERNAL

B. CONCRETE REPAIR ALONG THE TUNNEL WALLS, CEILING,

INFORMATION.

SEE SPECIFICATION 23 05 15 FOR APPLICABLE PIPE ROLLER

PIPE ROLLER SUPPORT AT THE NECESSARY PIPE LOCATIONS.

STANCHIONS. NEW STANCHIONS SHALL REQUIRE NEW

REQUIRED ACTION BASED ON ASSESSMENT OF EXISTING

ON S-101 INDICATING STANCHIONS WITHIN TUNNEL AND

REQUIRED. SEE "EXISTING STANCHON ASSESSMENT" CHART

A. EXISTING PIPE STANCHION REPAIR OR FULL REPLACEMENT

DRAWING NOTES:

REMAIN.

EXISTING PIPE ROLLER SUPPORTS AT THESE STANCHIONS SHALL

REPAIR ONLY, SHALL NOT NEED NEW PIPE ROLLER SUPPORTS.

3. EXISTING STANCHIONS (WITHIN BULL HEAD STEAM TUNNEL) REQUIRING

EXISTING STANCHIONS THAT SHALL REMAIN.

2. SEE SHEET S-302 FOR REPAIRS METHOD REQUIREMENTS TO

EXISTING STANCHION) DETAIL.

1. SEE DETAIL 1/S-303 FOR NEW STANCHION (REPLACEMENT OF

NOTES:

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGI

N

E E

R

US AF

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

OF

PROJECT NUMBER ZHTV 090018

SUBMITTAL - 100% GOVT. SUBMITTAL

SPR SPR MSS JUNE 2015

1 555 10 15 20 25 30 35 40 45 50

A A A A A

B

A A

B

A A A

B

C

B B

A

B

& PARKING

ROADWAY

& PARKING

ROADWAY

& PARKING

ROADWAY

SIDEWALKSIDEWALK

1386670079C Sticky Note Incorrect stanchion locations for tunnel replacement. See utilities affected section for correct locations. It will be obvious because there is no such stanchions for this plan.

S-101A

BULL HEAD TUNNEL PHOTOS/DESCRIPTIONS

EXISTING CONDITION

101A-a

REPAIR PROCEDURE REPAIR PROCEDUREEXISTING CONDITION

101A-b

REPAIR PROCEDUREEXISTING CONDITION

101A-c

101A-d

EXISTING CONDITION REPAIR PROCEDURE

101A-e

EXISTING CONDITION REPAIR PROCEDURE

101A-f

EXISTING CONDITION REPAIR PROCEDURE

101A-g

EXISTING CONDITION REPAIR PROCEDURE

101A-h

EXISTING CONDITION REPAIR PROCEDURE

& CEILING SLAB).

VERTICAL LEGS SPANNING BETWEEN BASE

STANCHION 3. (TYPICAL STANCHION HAS

BETWEEN BASE & CEILING SLAB AT

VERTICAL SUPPORT LEGS NOT CONTINUOUS

GATHERED AROUND BASE OF STANCHION).

STANCHION 3. (MISCELLANEOUS. DEBRIS

CORROSION AND LOSE OF STEEL SECTION AT

HORIZONTAL PIPE SUPPORT CHANNEL HAVE

BASE OF VERTICAL SUPPORT LEG & BOTTOM

ALONG CRACKS & JOINT IN CEILING

STANCHION 6. WATER INTRUSION EVIDENT

CORROSION, & LOSS OF STEEL SECTION AT

SUPPORT LEGS HAVE CALCIUM BUILDUP,

TOP HORIZONTAL ROD SUPPORT & VERTICAL

6.

& LOSS OF STEEL SECTION AT STANCHION

CONNECTION CHANNEL HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

STANCHION 10.

& LOSS OF STEEL SECTION AT

CONNECTION ANGLE HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

STANCHION 18.

& LOSS OF STEEL SECTION AT

CONNECTION ANGLE HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

STANCHION 19.

& LOSS OF STEEL SECTION AT

CONNECTION ANGLE HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

CONNECTED AT ONE END AT STANCHION 24.

SUPPORT LEGS DEFLECTING AND NOT

HORIZONTAL BRACING ANGLE BETWEEN

CORROSION & LOSS OF STEEL SECTION.

BASE OF VERTICAL SUPPORT LEGS HAVE

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

WATERPROOFING APPLICATION.

REPAIR, AND 2/S-301 FOR INTERNAL

DETAIL, 3A/S-301 FOR CONCRETE CRACK INJECTION

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

OF THE STANCHION.

THE BASE OF THE WALL & AROUND THE BASE

2. CLEAN ALL LOOSE PIECES OF DEBRIS FROM

COATING.

APPLICATION OF A CORROSION RESISTANT

STEEL SHALL BE CLEANED TO ALLOW FOR

STANCHIONS (TO REMAIN) SHALL BE REMOVED.

1. ALL CORROSION PRESENT ON EXISTING STEEL

NOTES:

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGI

N

E E

R

US AF

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

OF

PROJECT NUMBER ZHTV 090018

SUBMITTAL - 100% GOVT. SUBMITTAL

SPR SPR MSS JUNE 2015