JA-4,_Drawings_(6.21.18).pdf

1 View Name 1/8" = 1'-0"A101

GENERAL SYMBOLS

NAME

NUMBER

SHEET LOCATION

SCALE

TRUE NORTH

PLAN NORTH

SEE DISCIPLINES FOR SPECIFIC SYMBOLS

PROJECT TEAM

OWNERS REPRESENTATIVE

EIELSON AIR FORCE BASE

JASON STORMONT

2310 CENTRAL AVENUE, BLDG 2258

907 377-1866

JASON.STORMONT.CTR@US.AF.MIL

LEAD DESIGNER

DESIGN ALASKA

JEFF PUTNAM

601 COLLEGE ROAD

907 452-1241 designalaska.com

VICINITY MAP

PROJECT

LOCATION

PROPOSED STOCKPILE AREA

EIE386 PLANNED STOCKPILE AREA

(ALTERNATE STOCKPILE AREA)

ALASKA MAP

PACIFIC OCEAN

ARCTIC OCEAN

BERING SEA

KODIAK

ARCTIC CIRCLE

SEWARD

SITKA

JUNEAU

HAINES

WHITEHORSE YT

HAINES

JCT

HOMER

ANCHORAGE

EAGLE

CORDOVA

VALDEZ

GLENNALLEN

TOK

NORTH POLE

FAIRBANKS

NENANA

TANANA

CIRCLE

NOME

KOTZEBUE

BARROW

PRUDHOE BAY

U N

IT

ED

S

TA

TE

S

R U

SS

IA U

N

ITED

STATES

C

AN

AD

A

PROJECT

LOCATION

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

21 JUNE 2018

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

021801

AECC511

6/20/2018 11:59:39 AM

RJR

ECW

GENERAL

INFORMATION

G001

REPAIR ARCTIC UTILIDOR EIE SOUTH

EIELSON AIR FORCE BASE, ALASKA

EIELSON AIR FORCE BASE

GENERAL

G001 GENERAL INFORMATION

CIVIL

C100 SITE EXISTING CONDITIONS AND DEMOLITION PLAN

C110 CONTAMINATED SITES PLAN

C111 STOCKPILE SITE PLAN

C200 SITE LAYOUT PLAN

C700 DETAILS

STRUCTURAL

S100 PIPE SUPPORTS AND ANCHORS

S200 UTILIDOR REPAIRS

MECHANICAL

M100 UTILITY DEMOLITION PLAN

M200 UTILITY PLAN

M300 LATERAL DETAILS

M301 LATERAL DETAILS

M302 MECHANICAL DETAILS

M303 MECHANICAL DETAILS

ELECTRICAL

E001 ELECTRICAL DETAILS

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 6

MH523 MH524 MH524-1 MH525

MH526

MH528-1

ASPHALT

PARKING

8' WIDE CONC. SIDEWALK

WITH CURB AND GUTTER

TO REMAIN, SEE NOTE 2

36" CMP SERVICE

LATERAL

EXCAVATION AS REQUIRED TO

ACCESS UTILIDUCT, SEE NOTE 1

EXCAVATION AS REQUIRED TO

ACCESS UTILIDUCT, SEE NOTE 1

SAWCUTTING, PAVEMENT DEMO,

AND EXCAVATION AS REQUIRED

TO ACCESS UTILIDUCT, SEE NOTE 1

MH525-2

FENCE

RAILROAD

TRACKS

EARTHEN BERM

BURIED UTILIDOR

MH528MH527

SURVEY CONTROL

POINT #100

PARTIALLY EXPOSED UTILIDUCT

BETWEEN JUNCTION BOX AND

BLDG 6209, EXCAVATION AS

REQUIRED TO ACCESS UTILIDUCT

EXCAVATION AS REQUIRED

TO INSTALL NEW UTILITIES

TEMPORARY FENCE

AND GATE TO ACCESS

SERVICE LATERAL

HYDRANT TO REMAIN

TOE OF BERM

EXCAVATION AS REQUIRED

TO ACCESS CMP

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 6

DEMOLISH JUNCTION BOX

FENCE

6/21/2018 10:21 AM 021801_C100.DWG

021801

21 JUNE 2018

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

C100

DWB

DWB

SITE EXISTING

CONDITIONS AND

DEMOLITION PLAN

SITE EXISTING CONDITIONS AND DEMOLITION PLAN1

C100 SCALE" 1" = 40'

BRASS CAP IN CONCRETE

FIRE HYDRANT

LIGHT POLE

POWER POLE W/ GUY ANCHOR

TELE. PED.

TREES

OVERHEAD ELECTRIC

OVERHEAD COMM.

CHAIN LINK FENCE

EDGE PAVEMENT

SIGN

BURIED UTILIDOR/UTILIDUCT

LEGENDSURVEY NOTES

1. THE PURPOSE OF THE SURVEY WAS TO LOCATE TOPOGRAPHY AND FEATURES

ALONG INDUSTRIAL DRIVE FOR UTILIDOR REPAIR DESIGN.

2. COORDINATES ARE ALASKA STATE PLANE ZONE 3, NAD83, US FEET; ELEVATIONS

ARE NAVD88 DATUM, FEET. COORDINATES AND ELEVATIONS ARE BASED UPON AN

OPUS SOLUTION AT POINT #100.

3. DATE OF SURVEY: APRIL 12 & 16, 2018.

GENERAL NOTES

1. MAINTAIN EMERGENCY ACCESS TO FRONT DOOR, KNOX BOX, ETC. OF BUILDING

DURING ALL DEMOLITION AND CONSTRUCTION ACTIVITIES.

2. PROTECT EXISTING CONCRETE SIDEWALK, CURB, AND GUTTER AS REQUIRED TO

EXPOSE UTILIDUCT AND INSTALL NEW UTILITIES BENEATH STRUCTURES.

David W. Beiswenger

No. CE13328 21-Jun-2018

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 6

SD022

ST048

ST016

SS031

MY529

SS036

MH523 MH524 MH524-1 MH525

MH526

MH528-1

MH525-2

BURIED UTILIDOR

MH528MH527

6/21/2018 10:22 AM 021801_C110.DWG

021801

21 JUNE 2018

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

C110

RCB

DWB

CONTAMINATED

SITES PLAN

CONTAMINATED SITES PLAN1

C110 SCALE" 1" = 40'

SITE SPECIFIC CONTAMINATED SITES INVENTORY

SITE ID SITE NAME CONTAMINANTS OF CONCERN CURRENT STATUS PROHIBITIONS AND RESTRICTIONS

ST016 OU-2, SER-1,

ST16 SPILL BENZENE ACTIVE ANY CONSTRUCTION MUST GO THROUGH DIG PERMIT PROCESS AND CES/CEV APPROVES PROJECTS ON THIS SITE.

SS036 OU-4, SS36

WASTE OILS, HYDRAULIC FLUID,

DIESEL FUEL, OTHER POLs

STORED AT THE SITE

CLOSED

ADVANCE APPROVAL REQUIRED TO TRANSPORT SOIL OR GROUNDWATER OFF-SITE.

SS031 BLDG 3424 PCBs CLOSED ADVANCE APPROVAL REQUIRED TO TRANSPORT SOIL OR GROUNDWATER OFF-SITE.

MY529 BLDG 2762/6214 POLs, PAINT, SOLVENT, BENZENE, DRO ACTIVE ADDITIONAL COORDINATION WITH ADEC REQUIRED.

ST048 POWER PLANT

SPILL SITE

BENZENE, TOLUENE,

ETHYLBENZENE

GROUNDWATER

CONTROLS AND

GROUNDWATER

MONITORING

1. ANY ACTIVITY THAT MAY RESULT IN THE DISTURBANCE OF SOIL REQUIRES APPROVAL BY INSTALLATION MANAGEMENT (CE/CEI). COMPLETE BASE CIVIL ENGINEERING WORK CLEARANCE (FORM 103) AND OBTAIN APPROVAL PRIOR TO ANY (INTRUSIVE OR OTHERWISE) WORK AT SITE.

2. IN THE EVENT THAT CONTAMINATED SOIL IS REMOVED FROM THE SOURCE AREA, IT WILL BE DISPOSED OF OR TREATED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.

3. THERE IS A 200-FOOT BUFFER BOUNDARY ON THE SITE UNTIL BETTER DELINEATION IS DEFINED.

SD022

ROAD OILING -

INDUSTRIAL

ROAD

METALS (As, Cr, Mg, Va, Zn, AND Pb), PAHs, PCBs CLOSED

1. ANY ACTIVITY THAT MAY RESULT IN THE DISTURBANCE OF SOIL REQUIRES APPROVAL BY INSTALLATION MANAGEMENT (CE/CEI). COMPLETE BASE CIVIL ENGINEERING WORK CLEARANCE (FORM 103) AND OBTAIN APPROVAL PRIOR TO ANY (INTRUSIVE OR OTHERWISE) WORK AT SITE.

2. IN THE EVENT THAT CONTAMINATED SOIL IS REMOVED FROM THE SOURCE AREA, IT WILL BE DISPOSED OF OR TREATED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.

3. THERE IS A 200-FOOT BUFFER BOUNDARY ON THE SITE UNTIL BETTER DELINEATION IS DEFINED.

David W. Beiswenger

MH523 MH524 MH524-1 MH525

MH526

MH528-1

ASPHALT

PARKING

MH525-2

RAILROAD

TRACKS

EARTHEN BERM

BURIED UTILIDOR MH528MH527

TOE OF BERM

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 6

JUNCTION BOX

FENCE

RV PARKING

PROPOSED

STOCKPILE

AREA

EIE386 PLANNED

STOCKPILE AREA

(ALTERNATE

STOCKPILE AREA)

6/21/2018 10:23 AM 021801_C111.DWG

021801

21 JUNE 2018

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

C111

DWB

DWB

STOCKPILE SITE

PLAN

STOCKPILE SITE PLAN1

C111 SCALE" 1" = 80'

STOCKPILE NOTES

1. STOCKPILE EXCAVATED SOILS PER THE PROJECT SPECIFICATIONS AND THE

SAMPLING AND ANALYSIS PLAN (SAP).

David W. Beiswenger

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 3

B

LD

G . 6

MH523 MH524 MH524-1 MH525

MH526

MH528-1

36" CMP SERVICE

LATERAL

BACKFILL,

TOPSOIL AND

SEED THIS AREA

BACKFILL, TOPSOIL AND

SEED THIS AREA

REPAIR ASPHALT

PAVEMENT IN

THIS AREA

MH525-2

FENCE

BURIED UTILIDOR

MH528MH527

COVER EXPOSED

UTILIDUCT IN THIS AREA

1&2

C700

RECONSTRUCTED

JUNCTION BOX

PER STRUCTURAL

C700

S200

C700

C700

REPLACE UTILIDUCT

LIDS AS REQUIRED

S100

S200

REPLACE UTILIDUCT

LIDS AS REQUIRED

S200

BACKFILL, TOPSOIL AND

SEED THIS AREA

6/21/2018 10:26 AM 021801_C200.DWG

021801

21 JUNE 2018

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

C200

DWB

DWB

SITE LAYOUT PLANSITE LAYOUT PLAN1

C200 SCALE" 1" = 40'

GENERAL NOTES

1. RESTORE DISTURBED AREAS TO EXISTING OR BETTER CONDITIONS. SITE FEATURES

DISTURBED BY THIS PROJECT SHALL BE REPLACED IN-KIND.

David W. Beiswenger

6/21/2018 10:27 AM 021801_C700.DWG

021801

21 JUNE 2018

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

C700

DWB

DWB

DETAILS

12"

NEW ASPHALT PAVEMENT EXISTING

4" CRUSHED AGGREGATE

EXISTING

FILL

EXISTING

ASPHALT

SEE PLANS FOR LOCATION OF

SAWCUT. SAWCUT TO BE

PERPENDICULAR TO EXISTING

PAVEMENT SURFACE.

TACK

COAT

EDGES

2" ASPHALT

PAVEMENT FINISH

GRADE PER PLANS

STRUCTURAL

FILL

DRIVEWAY AND ROAD

CROSSINGS

NON-TRAFFIC

AREAS

2'-6"

MIN

SLOPE SIDES OF TRENCH IN

ACCORDANCE WITH OSHA

REQUIREMENTS, TYP.

3-5% SLOPE, TYP.

1. COMMON FILL SHALL BE

COMPACTED TO MIN 90%

MAX DRY DENSITY.

2. STRUCTURAL FILL SHALL BE

COMPACTED TO 95% MAX

DRY DENSITY.

3. SEE SHEET S200 FOR

UTILIDOR DIMENSIONS AND

CONSTRUCTION DETAILS.

SEE

STRUCTURAL

FILL

C700

BURIED UTILIDUCT EARTHWORK SECTION2

C700 NO SCALE

EXPOSED UTILIDUCT EARTHWORK SECTION3

C700 NO SCALE

2'-6"

MIN

EXCAVATE AS REQUIRED FOR

UTILIDOR IMPROVEMENTS

2:1 SLOPE, TYP.

INSITU SOILINSITU SOIL

UTILIDUCT LID

AND INSULATION

PER STRUCTURAL

COMMON

FILL

UTILIDUCT LID

AND INSULATION

PER STRUCTURAL

EXCAVATE AS REQUIRED FOR

UTILIDOR IMPROVEMENTS

TOPSOIL AND SEED

DISTURBED AREAS

S200

TOPSOIL AND SEED

DISTURBED AREASCOMMON FILL

8" MIN

2% MIN

MATCH

EXISTING

S200

C700

ASPHALT REPAIR DETAIL

NO SCALE

David W. Beiswenger

B-LINE B22SHA OR APPROVED

EQUAL CROSS MEMBERS.

B-LINE B230 ATTACH PER

MANUFACTURER'S INSTRUCTIONS

B-LINE B22SH OR APPROVED EQUAL. EXTEND STRUT

AS NEEDED TO SUPPORT CONDUIT & CABLES.

ANCHOR STRUT WITHIN 3" OF END, SEE ELECTRICAL

EXPANSION ANCHOR 3/8'' X 2'' MIN EMBED TYPE PER GENERAL NOTES

PIPING PER MECHANICAL TYP

B-LINE 3180 STRAP FOR SS TYP

ROLLER GUIDE FOR W, ST, CR TYP

B22SH STRUT

PIPING PER MECHANICAL

1/8'' X 6'' X 6'' PLATE

3/16

TYP 3 SIDES

(4) #12 SELF DRILLING

SCREWS EACH PLATE,

CENTER SCREW OVER CMP

CORRUGATION CREST

SCREW THROUGH STEEL

SHIMS TO LEVEL, MAX

3/8'' SHIMS EACH SIDE

1''X1''X3/16'' MIN BUTYL TAPE

SEALANT OVER CMP AT SCREW

PENETRATION, ENSURE

COMPRESSION OF BUTYL TAPE,

TYP

ANCHOR NOTES:

1. PROVIDE 3/16'' WEEP/DRAIN HOLE ON ALL STEEL MEMBERS THAT HAVE THE

POTENTIAL TO ACCUMULATE STANDING WATER.

2. AT ANCHOR LOCATIONS, PREP SURFACES BY BUSHING AND PLANING

CONCRETE AS NECESSARY TO ENSURE UNIFORM BEARING AND

ALIGNMENT WITH PIPE.

L4X4X1/2 12'' LENGTH

3/16

TYP

3/16

TYP

C10X25

1/4

TYP 3 SIDES

3/8'' PLATES EACH END TYP

S100

TYP

S100

TYP

3/8'' PLATE TYP

(3) 5/8'' X 4'' EMBED

EXPANSION ANCHORS

TYP

GENERAL STRUCTURAL NOTES

1.

A. DESIGN CRITERIA

BUILDING CODE........................................................................................ 2015 IBC (INTERNATIONAL BUILDING CODE) GOVERNING JURISDICTION.................................................................... DEPUTY BASE CIVIL ENGINEER

2. LIVE LOADS

TRAFFIC LOAD ............................................................................. HS-20

3. SNOW LOADS

GROUND SNOW LOAD P g ..................................................... 70 PSF

4. SEISMIC LOADS

SS ............................................................................................... 0.964 S1 ............................................................................................... 0.376 SDS ............................................................................................. 0.716 SD1 ............................................................................................. 0.413 SITE CLASS................................................................................. D

SEISMIC DESIGN CATEGORY................................................... D

IMPORTANCE FACTOR............................................................... 1.5

RESPONSE MODIFICATION FACTOR R P................................... VARIES

AMPLIFICATION FACTOR AP....................................................... 2.5 ANALYSIS PROCEDURE.......................................................... ASCE 7-10 CHAPTER 13 AND 15

1.

A.

B.

C.

D.

2.

A.

B.

C.

D.

3.

A.

a.

b.

B.

C.

D.

B. CONCRETE

GENERAL:

ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4000

PSI.

CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 318 SPECIFICATION FOR STRUCTURAL CONCRETE

BUILDINGS.

PROVIDE SLEEVES FOR ALL UTILITY OPENINGS.

DIMENSIONS SHOWN ON DRAWING SHALL SUPERCEDE THOSE SHOWN ON GENERAL NOTES.

REINFORCING:

REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60, UNLESS OTHERWISE NOTED, EXCEPT #3

BARS WHICH MAY BE GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

DETAIL REINFORCING BARS IN ACCORDANCE WITH THE ACI DETAILING MANUAL AND THE ACI BUILDING

CODE REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITION.

PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE

DRAWINGS. PROVIDE SUFFICIENT TIE BARS TO SUPPORT ALL REINFORCING.

UNLESS A REINFORCING SPLICE, CLEAR DISTANCE BETWEEN REINFORCING SHALL NOT BE LESS THAN 1.5

BAR DIAMETERS NOR LESS THAN 1 1/2''

POST-INSTALLED ANCHORS:

EXPANSION ANCHORS:

LESS THAN 18'' ABOVE FLOOR: HILTI KWIK BOLT TZ OR POWER-STUD+ SD4/SD6

(BOTH 316 STAINLESS)

18'' OR MORE ABOVE FLOOR: HILTI KWIK BOLT TZ OR POWER-STUD+ SD4/SD6

INSTALL POST-INSTALLED ANCHORS ONLY AS INDICATED ON THE DRAWINGS OR WITH SPECIFIC WRITTEN

APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION.

THE CONTRACTOR MAY NOT USE SUBSTITUTES FOR THE POST-INSTALLED ANCHORS WITHOUT PRIOR

APPROVAL OF THE ENGINEER.

SEE DRAWINGS FOR ANCHOR TYPE, SIZE, AND EMBEDMENT DEPTHS. INSTALL ANCHORS AS OUTLINED IN MANUFACTURER'S SPECIFICATIONS AND ICC REPORTS. UTILIZE PROPER DRILL TYPE, BIT SIZE, AND HOLE CLEANING, DRIVING OR TIGHTENING TECHNIQUES, UNLESS NOTED OTHERWISE.

1.

2.

3.

4.

5.

6.

7.

C. STRUCTURAL STEEL

ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS AND CHANNELS SHALL BE ASTM A572 - GRADE 50 (Fy = 50 KSI) OR A992.

ANGLES AND PLATES SHALL BE ASTM A36 (Fy = 36 KSI).

ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST

EDITION OF THE AISC STEEL CONSTRUCTION MANUAL.

BOLTED CONNECTIONS SHALL BE ACCOMPLISHED WITH HIGH-STRENGTH BOLTS CONFORMING TO

ASTM A325 IN STANDARD HOLES UNLESS NOTED OTHERWISE.

ALL BOLTED CONNECTIONS SHALL BE PRE-TENSIONED UNLESS NOTED OTHERWISE.

WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES. WELDING SHALL BE DONE BY

QUALIFIED WELDERS AND SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE-STEEL, LATEST EDITION. ALL WELDS ARE INTENDED TO BE CONTINUOUS UNLESS NOTED OTHERWISE.

FIELD WELDS NOTED THROUGHOUT THE CONTRACT DOCUMENTS ARE ACCEPTABLE LOCATIONS

FOR FIELD WELDING AT THE CONTRACTOR'S OPTION. FIELD WELDS MAY BE PERFORMED IN THE

SHOP.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

D. GENERAL

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS TO MATCH NEW CONSTRUCTION

TO EXISTING CONSTRUCTION.

THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION

VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS.)

STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DISCIPLINES INTO THEIR SHOP

DRAWINGS AND WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING.

CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOADS

SHALL NOT EXCEED THE DESIGN LIVE LOAD.

ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING

AND ELECTRICAL WITH THE APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO

CONSTRUCTION.

NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR

WORK ON THE PROJECT.

DO NOT USE SCALED DIMENSIONS TAKEN FROM STRUCTURAL DRAWINGS. CONTACT STRUCTURAL

ENGINEER IF DIMENSIONAL INFORMATION IS MISSING.

WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND

SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.

ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL

OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA.

SPECIAL INSPECTIONS

THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTIONS 1704-1707. THESE INSPECTIONS SHALL BE PERFORMED BY A SPECIAL INSPECTOR APPROVED BY THE CONTRACTING OFFICER TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

FOR INSPECTION AND TESTING THAT ARE NOT PART OF SPECIAL INSPECTIONS.

CONCRETE

BOLTS & DOWELS

INSTALLED IN

CONCRETE

REINFORCING STEEL

WELDING

VISUAL INSPECTION OF PLACEMENT OF CONCRETE FOR LIDS (FIRST 20%

CONTINUOUS, 25% BALANCE)

VISUAL INSPECTION OF MECHANICAL ANCHORS INSTALLED IN HARDENED

CONCRETE (INSPECTION FREQUENCY PER MANUFACTURER'S REQUIREMENTS

BUT NOT LESS THAN 10% OF EACH ANCHOR TYPE)

VISUAL INSPECTION OF PLACEMENT OF REINFORCING STEEL

(100% BEFORE CONCRETE PLACEMENT)

WEEKLY VISUAL INSPECTION OF FIELD WELDS AND ASSOCIATED NON-

DESTRUCTIVE TESTING

MECH PIPING

PIPE OR HSS SLEEVE, 1/2'' MAX

TOTAL GAP BETWEEN PIPE AND PIPE

SLEEVE, 1/4'' MIN WALL THICKNESS

VICTAULIC GROOVED COUPLING,

EACH SIDE, 1/4'' MAX GAP TO SLEEVE

1/4

PLATE TO

PIPE, TYP

CHANNEL PER ELEVATION

PLATE PER ELEVATION

MECH PIPING

1/4

PLATE TO

PIPE, TYP

CHANNEL PER ELEVATION

PLATE PER ELEVATION

3/8'' X 8'' X 12''

PLATE TYP

S100

TYP

5/8'' Ø X 4'' MIN EMBED EXPANSION ANCHORS

3/16

3/16

TYP

TYP

8'' EDGE DISTANCE

CMP BEYOND

5"

1-1/2'' TYP

4"

C6X10.5

PIPE SHOE AND ATTACHMENT SIM TO

S100

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

21 JUNE 2018

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

021801

AECC511

6/20/2018 3:36:32 PM

LJA

RGP

PIPE SUPPORTS

AND ANCHORS

S100

NOT TO SCALES100

2 UTILIDOR LATERAL PIPE RACK

NOT TO SCALES100

5 TYPICAL CMP PIPE RACK

NOT TO SCALES100

1 TYPICAL RACK ANCHOR

NOT TO SCALES100

3 WATER AND SEWER ANCHOR

NOT TO SCALES100

4 STEAM AND CONDENSATE ANCHOR

NOT TO SCALES100

6 MH 525 ANCHOR TO CMP

AKAF AL

TS

TA

E O

49 TH

S

Lyle J. Axelarris

CE114159

REGISTERED PROFESSIONAL ENGIN

EE

R

19-JUN-2018

S200

36"

WALL WIDTH

6'' TYP

(E) CMP UTILIDUCT

EQ EQ

ALIGN INSIDE FACES OF UTILIDUCT AND HANDHOLE

CUT AND REMOVE CMP FLUSH

WITH INSIDE FACE OF HANDHOLE

(E) 16'' UTILIDUCT, INSULATE AND

WATERPROOF LID AND FULL

WALL HEIGHT SIM TO 3

S200

#5 @12'' OCEW, PROVIDE

CONTINUOUS BAR AROUND

CORNERS

#5 @ 12'' OCEW

6' ' M

IN

FORM CONCRETE AROUND CMP,

SEAL JOINT WITH HYDROPHYLIC

WATERSTOP

PROVIDE MIN OF (2) #5 BARS OVER OPENINGS

MATCH UTILIDUCT OPENING

CMP UTILIDUCT

REMOVABLE LID SIM

S200

RECESS LID EDGE AT 4 SIDES SIM TO

STRUCTURAL FILL PER CIVIL

CUTBACK AND REPAIR (E) 16'' UTILIDUCT

AS NEEDED, SEAL JOINTS WITH

HYDROPHILIC WATERSTOP

S200

DRILL AND EMBED #4 X 8'' EMBED

EPOXY DOWELS WITH STD HOOKS

AT 8'' OC AT SLAB AND WALLS

HYDROPHYLIC WATERSTOP

TYPICAL AT ALL COLD JOINTS

5' MAX

MATCH UTILIDOR

LIFTING LOOP INSERT WITH

COMBINED SAFE WORKING

LOAD LIMITS EXCEEDING

REMOVABLE LID WEIGHTS.

MIN (2) PER LID.

REMOVABLE LID NOTES:

1. EXISTING LIDS SHALL BE USED WHEN REMOVED AND REPLACED UNDAMAGED

2. LID LENGTH SHALL BE SUCH THAT LIDS WEIGH NO MORE THAN 4,000 LBS.

3. APPLY SHEET WATERPROOFING BENEATH INSULATION

4. UTILIDOR WALL-TO-LID JOINTS SHALL BE SEALED WITH A CONTINUOUS STRIP OF

CONSEAL CS101 BUTYL RUBBER SEALANT.

5. UTILIDOR LID-TO-LID JOINTS SHALL BE SEALED WITH A CONTINUOUS STRIP OF

CONSEAL CS101 BUTYL RUBBER SEALANT.

6. ENSURE LID-TO-LID & LID-TO-WALL JOINTS FORM A CONTINUOUS SEAL

THROUGHOUT LENGTH OF JOINT.

7. TRAFFIC RATED LIDS REQUIRE 1' - 6'' MIN DEPTH BELOW ROAD SURFACE

'' W

H E

R E

T R

A

FF

IC

R

A

TE

D

8" T

Y P

1 1/2"

1- 3/

4" C

O V

E R

1"

SEALANT PER LID NOTES

MATCH WALL WIDTH

BOTTOM BAR, #5 @ 10'' OC

TOP BAR, #4@10'' OC

DEPTH OF

EXCAVATION AT

(E) UTILIDOR

(E) INSULATION

INSULATE LID AND EXTENTS

OF EXCAVATION, MIN 2'' XPS

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

21 JUNE 2018

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

021801

AECC511

6/20/2018 3:36:32 PM

LJA

RGP

UTILIDOR

REPAIRS

S200

NOT TO SCALES200

1 HANDHOLE REPAIR PLAN

NOT TO SCALES200

2 HANDHOLE REPAIR SECTION

NOT TO SCALES200

3 UTILIDOR LID REPLACEMENT

AKAF AL

TS

TA

E O

49 TH

S

Lyle J. Axelarris

CE114159

REGISTERED PROFESSIONAL ENGIN

EE

R

19-JUN-2018

Robin J. Rader

No. ME9386

REGISTERED PROFESSIONAL ENGIN

EE

R

20-JUN-2018

Robin J. Rader

G

NE20-JUN-2018

RE ER

REGISTERED PROFESSIONAL ENGIN

EE

R

20-JUN-2018G

NE20 JUN 2018

Robin J. RaderRE ER

REGISTERED PROFESSIONAL ENGIN

EE

R

20-JUN-2018

Robin J. RaderREG

NE

ER20 JUN 2018

REGISTERED PROFESSIONAL ENGIN

EE

R

20-JUN-2018

Robin J. RaderRERR G

ER20-JUN-2018

REGISTERED PROFESSIONAL ENGIN

EE

R

20-JUN-2018G

NE20 JUN 2018

Robin J. RaderRE ER

REGISTERED PROFESSIONAL ENGIN

EE

R

20-JUN-2018

Robin J. RaderREG

ER20 JUN 2018

MECHANICAL

PIPES

MECHANICAL PIPE RACKS / ANCHORS,

SEE MECHANICAL FOR SPACING (TYPICAL)

ELECTRICAL POWER AND

TELECOMMUNICATION

CABLES (AS APPLICABLE)

TYPICAL, PROVIDE ADDITIONAL CLAMP-BACK CABLE SUPPORTS BETWEEN PIPE

RACK / ANCHORS TO SUPPORT ELECTRICAL AND TELECOMMUNICATION CABLES.

MAXIMUM 3'-0" SPACING UNLESS LARGER SPACING IS ALLOWED PER NEC

(DEPENDENT ON CABLE TYPE). ALL CABLE SUPPORTING MATERIALS SHALL BE

HOT-DIPPED GALVANIZED OR STAINLESS STEEL. BRIDGEPORT, ONE PIECE,

STAINLESS-STEEL CLAMP-BACK STRAP IS THE BASIS OF DESIGN.

E001

1MOUNT POWER AND TELECOMMUNICATIONS RACEWAYS

AND CABLES TO MECHANICAL PIPE RACKING SYSTEM,

SEE DETAIL 2/S100 FOR RACK MATERIALS

POWER AND TELECOMMUNICATIONS

MOUNTING LOCATION(S)

COMPRESSION TYPE STRAP, HOT

DIPPED GALVANIZED (TYPICAL)

UTILIDOR LATERAL

MECHANICAL PIPE

RACKING SYSTEM,

SEE 2/S100

B6209

B3417 B3418 B3419 B3420 B3446

MH523 MH524

MH524-1

MH525-526

MH528-1

NO ELECTRICAL OR

TELECOMMUNICATIONS

IN BLDG 6209 LATERAL

SUMP PUMP & ALARM POWER COPPER TELECOMMUNICATIONS FIBER OPTIC TELECOMMUNICATIONS

& LIFT STATION POWER

FIBER OPTIC TELECOMMUNICATIONS

& COPPER TELECOMMUNICATIONS

EXISTING LIFT STATION

UTILIDOR MAIN OUT OF SCOPE

AKAF AL

TS

TA

E O

49 TH

S

Jeffrey M. Leonelli

EE 107788

REGISTEREDPROFESSIONALENGINE

ER

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors 601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

21 JUNE 2018

REPAIR ARCTIC

UTILIDOR EIE

SOUTH

021801

AECC511

20-Jun-2018

6/20/2018 5:01:20 PM

MWK

MWK

ELECTRICAL

DETAILS

E001

NOT TO SCALEE001

1 UTILIDOR LATERAL PIPE RACK

SHEET GENERAL NOTES

1. PROVIDE A MINIMUM 3" SEPARATION BETWEEN POWER AND COPPER TELECOMMUNICATION

CABLES, WHERE APPLICABLE.

SHEET SPECIFIC NOTES

1 CONTRACTOR SHALL DETACH AND PROTECT ALL EXISTING POWER & TELECOMMUNICATIONS

CABLES DURING UTILIDOR RENOVATION. CABLES LOCATED WITHIN THE UTILIDOR LATERAL

BETWEEN THE MANHOLE AND BUILDING SHALL BE RE-SUPPORTED/SECURED PER DETAILS 1

AND 2. CABLES SHALL REMAIN IN-SERVICE DURING WORK. FIELD VERIFY LOCATIONS,

QUANTITIES, AND ROUTING OF EXISTING CABLES PRIOR TO BEGINNING WORK. CONTRACTOR

SHALL REPLACE OR REPAIR ANY CABLES DAMAGED DURING WORK, AT NO COST TO THE

GOVERNMENT.

2 SUMP PUMP & ALARM POWER TO BE REMOVED UNDER EIE405 PROJECT FTQW180111. IF CABLE

STILL EXISTS DURING THIS PROJECT, LEAVE CABLE IN PLACE AND DO NOT DISTURB.

NOT TO SCALEE001

2 INTERMEDIATE CABLE SUPPORTS

1" = 50'-0"E001

3 OVERALL PLAN