W9128F-18-B-0012_Plans.pdf

PDF 47 MB Posted Aug 16, 2018

Attached to: USAFA ENTRY CONTROL FACILITY - ACADEMY DRIVE Federal contract opportunity
Solicitation number: W9128F-18-B-0012
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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RFP-PLANS FOR USAFA ENTRY CONTROL POINT - ACADEMY DRIVE

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File	Type	Posted
OF_1419A_-_Academy_Dr18-B-0012_(2).pdf	PDF	Sep 17, 2018
OF_1419_-_Academy_Dr18-B-0012_(1).pdf	PDF	Sep 17, 2018
Am_0003.pdf	PDF	Sep 11, 2018
Am_0002.pdf	PDF	Sep 10, 2018
Am_0001.pdf	PDF	Aug 24, 2018
W9128F-18-B-0012_Specs.pdf	PDF	Aug 16, 2018

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EXISTING (ABANDONED)

USAFA ELECTRICAL

EXISTING 16" DIP

WATERLINE (5' DEEP)

EXISTING (ABANDONED)

USAFA ELECTRICAL

EXISTING CSU

ELECTRICAL

DUCT BANK

EXISTING 8" DIP

POTABLE WATERLINE

Control Point Table Point #

Northing

1428040.01

1427514.07

1427191.84

Easting

3171039.63

3170901.01

3170789.94

Elevation

7250.11

7222.24

7218.67

Description

SET CP set 18" long #5 rebar w/ RPC stamped "Farnsworth Control Point"

SET CP 18" #5 rebar w/2" AC.

SET CP set 18" long #5 rebar w/ RPC stamped "Farnsworth Control Point"

LEGEND

V-101

O G

R A

P H

U R

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U.S. SURVEY FEET

SCALE: 1"=30'

15 30 60

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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RIM: 7240.32' 7240.32' BOB: 7232.22' FL 24" RCP OUT: 7232.14'

AutoCAD SHX Text

ACADEMY DRIVE

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text SIGN BBQ BOLLARD BOLLARD LIGHT TRANSFORMER LIGHT POLE COMMUNICATIONS MANHOLE FLARED END SECTION SANITARY SEWER MANHOLE HIGH TENSION UTILITY POLE WATER VALVE FIRE HYDRANT CONIFEROUS TREE DECIDUOUS TREE GEOTECH BORE HOLE OVERHEAD LIGHTING TELEPHONE PULL BOX WATER MANHOLE ELECTRIC LINE MARKER ELECTRIC MANHOLE ELECTRIC PEDESTAL BUILDING LINE BUILDING ROOF LINE MAJOR CONTOUR LINE MINOR CONTOUR LINE CHAINLINK FENCE METAL FENCE GUARD RAIL STORM SEWER LINE ELECTRIC UNDERGROUND LINE FIBER OPTIC LINE WATERLINE TELECOMMUNICATION LINE GAS LINE ASPHALT PAVEMENT

AutoCAD SHX Text 12-4005^2337^ V-101.dwg V-101.dwgV-101.dwg.dwg

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AutoCAD SHX Text AFA Project Mgr:

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AutoCAD SHX Text Symb

AutoCAD SHX Text Revisions/Addenda

AutoCAD SHX Text Date

AutoCAD SHX Text Appr

AutoCAD SHX Text Scale:

AutoCAD SHX Text

A. UMIAMAKA

AutoCAD SHX Text

J. JASZKOWIAK

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DJM

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FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

%100 READY TO ADVERTISE

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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CIVIL GENERAL NOTES

1. ALL EXISTING SITE AND UTILITY INFRASTRUCTURE SHALL REMAIN UNLESS NOTED

OR INDICATED OTHERWISE.

2. ALL DIMENSIONS ARE TO FLOWLINE OR EDGE OF PAVEMENT UNLESS NOTED OR

INDICATED OTHERWISE. ALL HORIZONTAL CONTROL DATA IS TO FLOWLINE.

3. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT

LOCATION AND DIMENSIONS OF PRECISE BUILDING OR STRUCTURE DIMENSIONS

AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS IF APPLICABLE.

4. THE CONTRACTOR SHALL KEEP ALL ROADS FREE FROM MUD AND DEBRIS AT ALL

TIMES.

5. THE CONTRACTOR SHALL SAWCUT ALL EDGES OF EXISTING PAVEMENT THAT

ARE TO BE REMOVED. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO CREATE

A SMOOTH WORKING EDGE AND TO PLACE BACKFILL AND PAVEMENT SUCH THAT

SETTLEMENT DOES NOT OCCUR.

6. ALL EXISTING SIDEWALK, CURB AND GUTTER, PAVEMENT, UTILITIES,

LANDSCAPING, AND SURFACE FEATURES CRACKED, BROKEN, OR DAMAGED BY

CONSTRUCTION ACTIVITIES SHALL BE REPLACED AT THE CONTRACTORS

EXPENSE.

7. ALL DISTURBED NATIVE VEGETATION AREAS SHALL BE RESTORED IN

ACCORDANCE WITH USAFA STANDARD SPECIFICATIONS, SECTION 01351:

EROSION CONTROL, REVEGETATION, AND TREE CARE SPECIFICATION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST ALL EXISTING UTILITY

INFRASTRUCTURE AND RESET MANHOLES, CLEANOUTS, AND VALVE BOXES TO

GRADE IN AREAS THAT ARE TO BE PAVED OR RE-GRADED.

9. THE EXISTING UTILITIES SHOWN HEREON ARE FROM INFORMATION PROVIDED BY

UTILITY COMPANIES, AND BASE GIS MAPPING AND MUST BE CONSIDERED AS

APPROXIMATE.

10. ALL DISTURBED NATIVE LANDSCAPE AREAS SHALL BE ROUGH GRADED TO A

MINIMUM OF 4" BELOW FINISHED GROUND. A MINIMUM DEPTH OF 4" TOPSOIL

SHALL BE ADDED FLUSH WITH THE LEVEL OF THE PROPOSED PAVEMENT OR

HARDSCAPE.

11. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR

CONTROLLING ALL SEDIMENTATION AND EROSION OF THE PROJECT AREA. THE

CONTRACTOR SHALL REFER TO THE EROSION CONTROL PLAN COUPLED WITH

THE CONTRACTOR'S SELF-PREPARED STORM WATER POLLUTION PREVENTION

PLAN. THE ACADEMY MAY AT THEIR OPTION DIRECT THE CONTRACTOR IN HIS

METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY

DEPOSITING OF SILT, MUD, OR DEBRIS ON NEW OR EXISTING PAVEMENT OR IN

NEW OR EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH

RAINFALL AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE

ACADEMY.

12. FINISH SPOT ELEVATIONS ARE SHOWN AT TOP OF PAVEMENT, EDGE OF

PAVEMENT, FLOWLINE OF CURB, TOP OF SIDEWALKS, OR GROUND AS INDICATED.

13. CONTRACTOR SHALL BACKFILL ALL UTILITY TRENCHES WITHIN LANDSCAPE

AREAS (I.E. NON PAVED OR ROADWAY SECTIONS) PER UTILITY TRENCH SECTION

DETAILS UNLESS SPECIFIED OTHERWISE.

14. CONTRACTOR SHALL RELOCATE THE EXISTING TEMPORARY GUARD BOOTH AS

SHOWN ON THE PLANS AND MAINTAIN COMMUNICATIONS AND ELECTRICAL

POWER SERVICE (REFER TO SITE AND ELECTRICAL PLANS) TO THE RELOCATED

LOCATION IN ORDER TO REMAIN OPERATIONAL DURING CONSTRUCTION.

CONTRACTOR SHALL REMOVE, SALVAGE, AND RELOCATE THE TEMPORARY

GUARD BOOTH TO A LOCATION WITHIN TEN MILES OF THE PROJECT SITE

(DETERMINED BY THE C.O.R.) AT THE COMPLETION OF CONSTRUCTION.

CONTRACTOR SHALL RESTORE THE SITE TO ORIGINAL CONDITIONS THAT

EXISTED PRIOR TO CONSTRUCTION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES

INCLUDING, BUT NOT LIMITED TO COMMUNICATIONS, ELECTRICAL POWER,

TELEPHONE, WATER, SANITARY SEWER, STORM SEWER, NATURAL GAS, ETC.

16. ALL MATERIALS AND WORKMANSHIP ASSOCIATED WITH THE SITE WORK AND

UTILITY INFRASTRUCTURE SHALL CONFORM TO THE LATEST STANDARDS AND

SPECIFICATIONS OF THE AIR FORCE ACADEMY OR UTILITY OWNER.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DEPTHS OF ALL

EXISTING WATER LINES, SANITARY SEWER LINES, AND STORM SEWER LINES

PRIOR TO COMMENCING WORK. CONTRACTOR SHALL VERIFY DEPTHS OF ALL

OTHER UTILITY LINES WITHIN THE CONSTRUCTION LIMITS.

18. A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION (NORTH AND SOUTH)

SHALL REMAIN OPEN AT ALL TIMES. CONTRACTOR SHALL SUBMIT AND MAINTAIN

A TRAFFIC CONTROL PLAN AND A SEPARATE CONSTRUCTION SEQUENCING PLAN

TO THE CONTRACTING OFFICER REPRESENTATIVE FOR APPROVAL AT LEAST

TWO WEEKS PRIOR TO CONSTRUCTION.

19. ALL TRAFFIC STRIPING, DEVICES AND CONTROL SHALL CONFORM TO THE LATEST

EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

20. CONTRACTOR SHALL COORDINATE DIRECTLY WITH BASE COMMUNICATIONS FOR

LOCATIONS OF EXISTING COMMUNICATION LINES WITHIN THE PROJECT AREA. AF

FORM 103 DIGGING PERMIT WAS SUBMITTED FOR DESIGN AND POT-HOLE

PURPOSES AND SHALL BE RESUBMITTED BY THE CONTRACTOR FOR

CONSTRUCTION AND DIGGING PURPOSES. ALL EXISTING UTILITIES SHALL BE

LOCATED AND MARKED WITHIN THE PROJECT LIMITS PRIOR TO CONSTRUCTION.

THOSE UTILITIES POTENTIALLY IMPACTED BY CONSTRUCTION SHALL BE

POT-HOLED AND VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

21. CONTRACTOR SHALL OBTAIN A WORK REQUEST DIGGING PERMIT (AF FORM 103)

FROM THE ACADEMY PRIOR TO CONSTRUCTION AND KEEP THE PERMIT ON

RECORD AT THE CONSTRUCTION SITE.

22. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING

AROUND THE DISTURBED PROJECT LIMITS DURING CONSTRUCTION.

23. ALL COMMUNICATION UTILITIES SHALL REMAIN FUNCTIONAL THROUGHOUT

CONSTRUCTION. ANY NEW COMMUNICATION LINES SHALL BE COMPLETED PRIOR

TO REMOVAL OF EXISTING FACILITIES.

24. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DUST CONTROL OF

CLEARED AREAS AND TO RE-ESTABLISH NATIVE GRASSES AT THE COMPLETION

OF CONSTRUCTION.

25. IT IS THE CONTRACTORS RESPONSIBILITY TO POT-HOLE ALL EXISTING UTILITIES

THAT MAY BE IMPACTED BY CONSTRUCTION PRIOR TO CONSTRUCTION TO

VERIFY HORIZONTAL AND VERTICAL DESIGN INFORMATION.

26. CONTRACTOR SHALL RELOCATE EXISTING UTILITIES AT PROPOSED

IMPROVEMENT AREAS OR UTILITY CROSSINGS AS REQUIRED. CONTRACTOR

SHALL LOWER EXISTING WATERLINES TO PROVIDE A MINIMUM OF 5' COVER AND

TO ALLOW A MINIMUM 18" CLEARANCE FOR PROPOSED UTILITY CROSSINGS AS

REQUIRED. REFER TO THE UTILITY PLAN.

27. REFER TO SHEET G-001 FOR CONTRACTOR'S DESIGNATED STAGING AND

STORAGE AREA. CONTRACTOR SHALL ALLOW UP TO 45 DAYS TO SCHEDULE AND

COMPLETE ENVIRONMENTAL INSPECTION AND ASSOCIATED LEASE PAPERWORK

IF USING THE CONTRACTOR'S STORAGE YARD OFF STADIUM BLVD.

28. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION

PERMITS PRIOR TO CONSTRUCTION.

29. ALL DISTURBED NATIVE GRASS, PAVEMENT, WALKS, AND CURB AND GUTTER

SHALL BE RESTORED IN-KIND TO EQUAL OR BETTER CONDITION THAT EXISTED

PRIOR TO CONSTRUCTION.

30. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL ENGINEERING REPORT

PREPARED BY TERRACON DATED DECEMBER 8, 2017.

31. CONTRACTOR SHALL PROVIDE 30 DAY NOTIFICATION TO THE USAFA FOR TRAFFIC

AND UTILITY OUTAGES. SUBMIT TO DEBRA BAUMGARDNER AT (719) 333-3465.

32. ALL GUARDRAIL, TRAFFIC SIGNAGE, AND PAVEMENT MARKINGS SHALL CONFORM

TO CDOT STANDARD SPECIFICATIONS AND M.U.T.C.D.

33. ALL TRAFFIC LANES SHALL REMAIN OPEN DURING PEAK TRAFFIC TIMES AND

DURING KEY USAFA ACTIVITIES. REFER TO THE DIVISION 1 SPECIFICATIONS.

C-001

E N

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A. UMIAMAKA

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AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-001.dwg C-001.dwgC-001.dwg.dwg

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1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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SCALE: 1"=30'

15 30 60

LEGEND

PAVEMENT REMOVAL LIMITS

CURB AND GUTTER REMOVAL

FLAG NOTES

RELOCATE TEMPORARY GUARD BOOTH FOR USE DURING

CONSTRUCTION. REFER TO SHEET C-102 FOR TEMPORARY

LOCATION

RELOCATE EXISTING JERSEY BARRIERS (4-EA) FOR

PROTECTION OF TEMPORARY GUARD BOOTH DURING

CONSTRUCTION. REFER TO SHEET C-102 FOR TEMPORARY

LOCATION

SAWCUT EXISTING ASPHALT PAVEMENT

REMOVE, SALVAGE, AND RETURN EXISTING LIGHT POLE TO

THE AFA RE: ELECTRICAL PLANS

REMOVE EXISTING CURB AND GUTTER

REMOVE EXISTING PAVEMENT MARKINGS (TYP)

REMOVE EXISTING GRAVEL PATH/SHOULDER AND REPLACE

IN-KIND WITH 6" THICK RED CRUSHER FINES AT COMPLETION

OF CONSTRUCTION

PROTECT EXISTING CSU PRIMARY ELECTRIC DUCT BANK LINES.

REMOVE EXISTING 8" DIP WATERLINE AND RELOCATE,

RE: UTILITY PLAN

PROTECT EXISTING 16" DIP WATERLINE (5' DEEP) TO REMAIN

INTACT.

C-101

R E

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RIM: 7240.32' 7240.32' BOB: 7232.22' FL 24" RCP OUT: 7232.14'

AutoCAD SHX Text

ACADEMY DRIVE

AutoCAD SHX Text Designer:

AutoCAD SHX Text Reviewer:

AutoCAD SHX Text File Name:

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AutoCAD SHX Text Submitter:

AutoCAD SHX Text Drawing Date:

AutoCAD SHX Text AFA Project Mgr:

AutoCAD SHX Text A-E Project Mgr:

AutoCAD SHX Text Symb

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AutoCAD SHX Text Appr

AutoCAD SHX Text Scale:

AutoCAD SHX Text

A. UMIAMAKA

AutoCAD SHX Text

J. JASZKOWIAK

AutoCAD SHX Text

DJM

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 4/22/2018

AutoCAD SHX Text

TRB

AutoCAD SHX Text

A. UMIAMAKA

AutoCAD SHX Text

FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-101.dwg C-101.dwgC-101.dwg.dwg

I T

STOP

R1-1

(30"x30")

FLIP SIGN MOUNTED

ON REMOVABLE POST

(SUBMIT SHOPS)

R4-7

(24"x30")

OM1-2

MOUNTED ON

BREAK-AWAY POST

OM3-L

(12"x36")

MOUNTED ON WALL

W/EPOXY ADHESIVE

OM3-L

(12"x36")

MOUNTED ON WALL

W/EPOXY ADHESIVE

OM3-L

(12"x36")

MOUNTED ON JERSEY

BARRIERS

W/EPOXY ADHESIVE

%100 READY TO ADVERTISE

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Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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SCALE: 1"=30'

15 30 60

LEGEND

ASPHALT PAVEMENT DETOUR ROAD

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

GUARDRAIL

FLAG NOTES

ECP GUARD BOOTH BUILDING. RE: ARCHITECTURAL DRAWINGS

ROOF OVERHANG LINE. RE: ARCHITECTURAL DRAWINGS

BARRIER WALL, RE: ARCHITECTURAL DRAWINGS

RELOCATED TEMPORARY GUARD BOOTH AND JERSEY BARRIERS

DURING CONSTRUCTION

TEMPORARY ROAD DETOUR DURING CONSTRUCTION; PLACE 3"

THICK GRADE S HOT MIX ASPHALT. 3-INCH TEMPORARY ASPHALT

SHALL BE REMOVED AFTER COMPLETION OF PERMANENT

CONSTRUCTION. ALL AREAS DISTURBED SHALL BE RESEEDED WITH

NATIVE GRASSES AND RETURNED TO PRE-CONSTRUCTION

CONDITIONS. REPLACE 6' WIDE JOGGING TRAIL WITH 6" THICK RED

CRUSHER FINES AT COMPLETION OF CONSTRUCTION. SUBMIT

TRAFFIC CONTROL PLAN, RE: NOTE 18 ON SHEET C-001

HOT MIX ASPHALT (HMA) PAVEMENT, RE: DETAIL 1, C-501

CONCRETE VERTICAL CURB AND GUTTER WITH 6" CURB HEIGHT,

RE: DETAIL 2, C-501.

CONCRETE ROLLOVER CURB AND GUTTER WITH 6" CURB HEIGHT,

RE: DETAIL 2, C-501

CONCRETE SIDEWALK OR FLATWORK 6" THICK, RE: DETAIL 4, C-501

MODIFIED 3' WIDE RAMP, RE: DETAIL 5, C-501

PLACE ELECTRIC SNOW-ICE MELT MAT, PRO MELT OR EQUAL,

INSTALL PER MANUFACTURER'S RECOMMENDATIONS,

RE: MECHANICAL PLAN

30"x30" SPEED LIMIT FLIP SIGN (40 MPH AND 15 MPH) MOUNTED ON

BREAK-AWAY POST. CONFORM TO M.U.T.C.D. AND SUBMIT SHOP

DRAWINGS

RESERVED PARKING SIGN, "RESERVED FOR SECURITY FORCES".

CONFORM TO M.U.T.C.D. AND SUBMIT SHOP DRAWINGS

CROSS HATCH PAVEMENT MARKING LINE - 24" SOLID YELLOW 45°

DIAGONAL LINES @ 6' SPACES EDGE TO EDGE

PAVEMENT MARKING LINE - 4" SOLID DOUBLE YELLOW

PAVEMENT MARKING LINE - 4" SOLID YELLOW AROUND ISLAND

PAVEMENT MARKING LINE - 6" SOLID YELLOW

DIRECTIONAL WHITE PAVEMENT MARKINGS. CONFORM TO M.U.T.C.D.

AND SUBMIT SHOP DRAWINGS (TYP)

GUARDRAIL TYPE 3 W-BEAM MOUNTED ON WOOD POSTS

PAVEMENT MARKING LINE - 4" SOLID WHITE (TYP)

CONTRACTOR SHALL MAINTAIN ACCESS TO VISITOR'S CENTER

DURING CONSTRUCTION, RE: NOTE 18 ON SHEET C-001

GENERAL NOTES

1. REFER TO THE ARCHITECTURAL SITE PLAN FOR BUILDING AND WALL

DIMENSIONS.

2. REFER TO THE M/E/P PLANS AND THE UTILITY PLAN FOR UTILITY

SERVICE LOCATIONS.

3. REFER TO THE GRADING PLAN FOR PROPOSED BUILDING AND SITE

ELEVATIONS.

C-102

E P

BIDDING NOTES

1. BASE BID: CONTRACTOR SHALL CLOSE ACADEMY DRIVE EACH SIDE

OF THE CONSTRUCTION ZONE FOR THE DURATION OF

CONSTRUCTION. PROVIDE NECESSARY ROAD CLOSURE TYPE III

BARRICADES AND ROAD CLOSURE SIGNS IN ADVANCE OF THE

CONSTRUCTION ZONE. NO ROAD DETOURS ARE REQUIRED.

2. BID OPTION #1: CONTRACTOR SHALL CONSTRUCT A TEMPORARY

2-LANE PAVED ROADWAY (20' WIDTH) AS SHOWN ON THESE PLANS.

REFER TO FLAG NOTES 4, 5, AND 16 THIS SHEET. PROVIDE

NECESSARY CONSTRUCTION ZONE AND ROAD DETOUR SIGNS.

3. BID OPTION #2: CONTRACTOR SHALL CONSTRUCT A TEMPORARY

1-LANE ROADWAY (10' WIDTH) GENERALLY AS SHOWN ON THESE

PLANS. REFER TO FLAG NOTES 4, 5, AND 16 THIS SHEET. PROVIDE

NECESSARY CONSTRUCTION ZONE AND ROAD DETOUR SIGNS.

PROVIDE NECESSARY TRAFFIC CONTROL AND FLAGGERS FOR

ALTERNATIING ONE-WAY TRAFFIC FROM 7:00 A.M. TO 5:00 P.M.

MONDAY THROUGH FRIDAY. PROVIDE NECESSARY ROAD CLOSURE

TYPE III BARRICADES AND ROAD CLOSURE SIGNS IN ADVANCE OF THE

CONSTRUCTION ZONE DURING OFF HOURS AND WEEKENDS.

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AutoCAD SHX Text

A. UMIAMAKA

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J. JASZKOWIAK

AutoCAD SHX Text

DJM

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 4/22/2018

AutoCAD SHX Text

TRB

AutoCAD SHX Text

A. UMIAMAKA

AutoCAD SHX Text

FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

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GROUP

12-4005^2337^ C-102.dwg C-102.dwgC-102.dwg.dwg

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L21

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C14

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GRID LINE, RE: NOTE 1

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OUTSIDE PAD

N 1427811.57

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OUTSIDE PAD

N 1427632.85

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N 1427638.42

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N 1427645.48

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CENTER OF WALL

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CENTER OF WALL

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CENTER OF WALL

N 1427671.72

E 3170933.81

CENTER OF WALL

N 1427665.12

E 3170933.30

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%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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U.S. SURVEY FEET

SCALE: 1"=20'

10 20 40

LEGEND

ASPHALT PAVEMENT

ASPHALT PAVEMENT DETOUR ROAD

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

NOTE:

1. USE GRID POINT COORDINATES TO COORDINATE

WITH ARCHITECTURAL DRAWINGS. BUILDING LAYOUT

SHALL BE BASED ON BUILDING DIMENSIONS SHOWN

ON ARCHITECTURAL DRAWINGS.

C-103

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A. UMIAMAKA

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J. JASZKOWIAK

AutoCAD SHX Text

DJM

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AS SHOWN

AutoCAD SHX Text 4/22/2018

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A. UMIAMAKA

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FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-103.dwg C-103.dwgC-103.dwg.dwg

LINE TABLE

LINE

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

LENGTH

48.88'

104.92'

24.39'

40.69'

23.37'

81.13'

43.91'

56.53'

12.20'

28.12'

156.99'

101.28'

4.98'

6.90'

28.14'

4.38'

35.26'

61.30'

60.90'

35.26'

BEARING

N09°32'11.20"E

N11°47'10.66"E

N17°05'04.98"W

N13°52'44.54"E

N44°50'34.07"E

N18°31'46.12"E

N19°49'08.40"E

N22°32'35.12"E

N10°08'27.75"E

N18°10'22.62"E

N23°13'30.42"E

N18°31'46.12"E

N12°49'19.84"E

N21°22'28.10"E

S69°45'33.43"E

N18°31'46.12"E

N24°10'20.61"E

S12°49'19.84"W

S18°31'46.12"W

START POINT (N,E)

(1427369.48, 3170821.58)

(1427417.69, 3170829.68)

(1427520.39, 3170851.11)

(1427543.70, 3170843.95)

(1427583.21, 3170853.71)

(1427604.00, 3170871.57)

(1427680.93, 3170897.35)

(1427810.95, 3170946.62)

(1427365.20, 3170845.63)

(1427400.99, 3170853.77)

(1427427.70, 3170862.54)

(1427610.33, 3170939.08)

(1427706.36, 3170971.27)

(1427730.38, 3170978.27)

(1427801.07, 3170999.47)

(1427842.03, 3171042.87)

(1427642.87, 3170899.89)

(1427678.67, 3170912.02)

(1427729.57, 3170950.90)

(1427667.72, 3170936.70)

END POINT (N,E)

(1427417.69, 3170829.683)

(1427520.39, 3170851.114)

(1427543.70, 3170843.950)

(1427583.21, 3170853.711)

(1427599.78, 3170870.189)

(1427680.93, 3170897.353)

(1427722.23, 3170912.240)

(1427863.15, 3170968.286)

(1427377.22, 3170847.777)

(1427427.70, 3170862.540)

(1427571.96, 3170924.447)

(1427706.36, 3170971.268)

(1427711.09, 3170972.853)

(1427737.11, 3170979.798)

(1427827.28, 3171009.730)

(1427840.51, 3171046.983)

(1427676.30, 3170911.097)

(1427734.59, 3170937.122)

(1427670.19, 3170937.390)

(1427634.29, 3170925.492)

LINE TABLE

LINE

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

LENGTH

3.13'

1.09'

3.13'

88.39'

93.34'

54.37'

28.86'

15.91'

7.16'

88.39'

93.34'

34.53'

32.73'

14.07'

126.99'

93.34'

30.00'

16.18'

35.58'

28.94'

BEARING

S50°19'42.20"W

N71°28'13.88"W

N13°16'09.97"W

N34°46'28.89"E

N14°21'54.46"E

N05°51'20.76"E

N20°16'02.80"E

N31°16'48.47"E

N04°38'02.67"W

N34°46'28.89"E

N14°21'54.46"E

N05°51'20.76"E

N27°42'13.00"E

N04°38'02.67"W

N34°46'28.89"E

N14°21'54.46"E

N05°51'20.76"E

N48°01'33.65"E

N20°59'28.87"E

N04°38'02.67"W

START POINT (N,E)

(1427622.66, 3170917.52)

(1427619.10, 3170906.74)

(1427625.73, 3170899.96)

(1427344.12, 3170840.93)

(1427577.85, 3170965.01)

(1427741.30, 3171001.19)

(1427795.39, 3171006.73)

(1427822.46, 3171016.73)

(1427836.06, 3171024.99)

(1427338.42, 3170849.14)

(1427575.37, 3170974.69)

(1427740.28, 3171011.14)

(1427774.64, 3171014.66)

(1427830.90, 3171035.44)

(1427301.01, 3170835.34)

(1427572.89, 3170984.38)

(1427739.26, 3171021.08)

(1427769.11, 3171024.14)

(1427779.93, 3171036.17)

(1427813.15, 3171048.92)

END POINT (N,E)

(1427620.66, 3170915.104)

(1427619.44, 3170905.700)

(1427628.78, 3170899.245)

(1427416.72, 3170891.340)

(1427668.27, 3170988.164)

(1427795.39, 3171006.734)

(1427822.46, 3171016.733)

(1427836.06, 3171024.991)

(1427843.19, 3171024.412)

(1427411.02, 3170899.554)

(1427665.79, 3170997.851)

(1427774.64, 3171014.658)

(1427803.61, 3171029.873)

(1427844.92, 3171034.305)

(1427405.32, 3170907.768)

(1427663.30, 3171007.538)

(1427769.11, 3171024.144)

(1427779.93, 3171036.173)

(1427813.15, 3171048.920)

(1427842.00, 3171046.582)

CURVE TABLE

CURVE

C10

C11

CHORD

4.44'

95.14'

24.51'

41.07'

20.04'

66.92'

36.28'

14.11'

2.54'

14.67'

2.56'

LENGTH

4.44'

95.15'

24.53'

41.08'

20.05'

66.98'

40.15'

14.29'

2.54'

22.04'

2.56'

RADIUS

301.25'

2001.25'

175.00'

501.25'

201.25'

448.75'

26.00'

25.75'

7.35'

25.75'

DELTA

0°50'40"

2°43'27"

8°01'55"

4°41'44"

5°42'26"

8°33'08"

88°27'58"

31°47'56"

5°38'34"

171°41'17"

5°42'26"

START POINT (N,E)

(1427599.78, 3170870.19)

(1427722.23, 3170912.24)

(1427377.22, 3170847.78)

(1427571.96, 3170924.45)

(1427711.09, 3170972.85)

(1427737.11, 3170979.80)

(1427827.28, 3171009.73)

(1427628.78, 3170899.24)

(1427676.30, 3170911.10)

(1427734.59, 3170937.12)

(1427670.19, 3170937.39)

END POINT (N,E)

(1427604.00, 3170871.57)

(1427810.95, 3170946.62)

(1427400.99, 3170853.77)

(1427610.33, 3170939.08)

(1427730.38, 3170978.27)

(1427801.07, 3170999.47)

(1427842.03, 3171042.87)

(1427642.87, 3170899.89)

(1427678.67, 3170912.02)

(1427729.57, 3170950.90)

(1427667.72, 3170936.70)

CURVE TABLE

CURVE

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

CHORD

14.11'

8.51'

177.17'

74.19'

180.71'

75.67'

27.85'

184.25'

77.16'

LENGTH

14.29'

8.89'

178.11'

74.26'

181.67'

75.74'

28.22'

185.23'

77.23'

RADIUS

25.75'

8.75'

500.00'

510.00'

50.00'

520.00'

DELTA

31°47'56"

58°12'04"

20°24'34"

8°30'34"

20°24'34"

8°30'34"

32°20'16"

20°24'34"

8°30'34"

START POINT (N,E)

(1427634.29, 3170925.49)

(1427620.66, 3170915.10)

(1427619.44, 3170905.70)

(1427416.72, 3170891.34)

(1427668.27, 3170988.16)

(1427411.02, 3170899.55)

(1427665.79, 3170997.85)

(1427803.61, 3171029.87)

(1427405.32, 3170907.77)

(1427663.30, 3171007.54)

END POINT (N,E)

(1427622.66, 3170917.52)

(1427619.10, 3170906.74)

(1427625.73, 3170899.96)

(1427577.85, 3170965.01)

(1427741.30, 3171001.19)

(1427575.37, 3170974.69)

(1427740.28, 3171011.14)

(1427830.90, 3171035.44)

(1427572.89, 3170984.38)

(1427739.26, 3171021.08)

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

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C P

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GROUP

NOTE:

1. LINE AND CURVE DATA IS AT FLOWLINE OF CURB AND

GUTTER UNLESS OTHERWISE NOTED OR INDICATED.

C-104

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FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-104.dwg C-104.dwgC-104.dwg.dwg

I T

INSTALL 45°

BEND W/TB

N 1427540.84

E 3170888.70

INSTALL 45°

BEND W/TB

N 1427555.15

E 3170912.26

INSTALL 45°

BEND W/TB

N 1427728.21

E 3170966.53

INSTALL 45°

BEND W/TB

N 1427757.27

E 3170954.04

ABANDONED USAFA

ELECTRICAL LINE

ABANDONED USAFA

ELECTRICAL LINE

E E

U U

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SA SA SA SA

E E E E E

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

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U.S. SURVEY FEET

SCALE: 1"=30'

15 30 60

LEGEND

ASPHALT PAVEMENT DETOUR ROAD

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

ROOF DRAIN LINE

SANITARY SEWER SERVICE LINE

DOMESTIC WATER SERVICE LINE

GEOTHERMAL HEAT EXCHANGE LINE

FLAG NOTES

8" PVC (DR14) DOMESTIC WATER MAIN, CONNECT TO EXISTING WATER

MAIN USING 45° BENDS. FIELD VERIFY EXISTING WATER MAIN SIZE,

MATERIAL, AND LOCATION (SHOWN PER AFA GIS MAPPING),

1" TYPE K COPPER DOMESTIC WATER SERVICE LINE WITH CURB STOP TO

BUILDING, RE: WATER DETAIL 10, SHEET C-507

4" PVC SANITARY SEWER SERVICE LINE, (MIN. 2% GRADE); CONNECT TO

NEW SEPTIC TANK, RE: DETAILS 6, 7, 8, SHEET C-510

4' DIA. MANHOLE, RE: DETAIL 1, SHEET C-509

4" PVC TWO-WAY CLEANOUT, RE: MECHANICAL PLAN

PRE-FABRICATED 1,050 GALLON HOLDING TANK, RE: DETAIL 9, C-510

4" PVC (SDR 35) ROOF DRAIN LEADER, RE: PLUMBING PLAN AND DETAILS 6,

7, 8, SHEET C-510

6" PVC ROOF DRAIN LINE, DAYLIGHT AS SHOWN, RE: ROOF DRAIN PLANS

AND DETAILS 6, 7, 8, SHEET C-510

LIGHT POLES, RE: SITE ELECTRICAL PLAN

UNDERGROUND ELECTRICAL LINES, RE: SITE ELECTRICAL PLAN

GEOTHERMAL HEAT EXCHANGE BORES AND PIPING, RE: MECHANICAL SITE

PLAN

1" TYPE K COPPER DOMESTIC WATER SERVICE LINE TO YARD HYDRANT,

COORDINATE WITH BUILDING PLUMBING DRAWINGS,

RE: DETAIL 13 SHEET C-508

FIRE HYDRANT ASSEMBLY WITH 6" PVC (DR14) LATERAL AND GATE VALVE,

RE: WATER DETAILS 7, 8, 9, SHEET C-507

4" PVC CLEANOUT WITH H20 LOADING COVER

GENERAL NOTES

1. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING,

COMMUNICATIONS, AND ELECTRICAL POWER SERVICE.

2. REFER TO THE MECHANICAL PLANS FOR THE PROPOSED GEOTHERMAL

EXCHANGE BORE FIELD.

3. REFER TO THE PLUMBING PLANS FOR UTILITY SERVICE LOCATIONS WITHIN

5' OF THE BUILDING.

4. REFER TO THE ROOF DRAIN AND SANITARY SEWER SERVICE PLAN AND

PROFILES DRAWING ON SHEET C-109.

C-105

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

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AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-105.dwg C-105.dwgC-105.dwg.dwg

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

F-

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LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

DIRECTION OF FLOW

RIPRAP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SILT FENCE

CONCRETE WASHOUT AREA

CONSTRUCTION ENTRANCE

ROCK SOCKS

EROSION CONTROL BLANKET

FLAG NOTES

TEMPORARY EROSION CONTROL SILT FENCE (TYP), RE: DETAILS 2, 3,

SHEET C-511

CONSTRUCT 5'x5'x16" RIPRAP PAD WITH D

= 9" STONE AFTER REMOVAL

OF DETOUR ROAD, RE: DETAIL 7, SHEET C-512

CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND CONSTRUCTION

OF THE TEMPORARY ROAD DETOUR TO GENERALLY MATCH EXISTING

TOPOGRAPHY. CONTRACTOR SHALL REPLACE EXISTING JOGGING TRAIL

WITH 6" RED CRUSHER FINES "IN-KIND" AFTER ROAD DETOUR IS REMOVED.

TEMPORARY CONCRETE WASHOUT, RE: DETAIL 5, SHEET C-511

TEMPORARY CONSTRUCTION ENTRANCE, RE: DETAIL 1, SHEET C-511

TEMPORARY ROCK SOCKS, RE: DETAIL 6, SHEET C-512

TEMPORARY EROSION CONTROL BLANKET, RE: DETAIL 4, SHEET C-511

GENERAL NOTES

1. REFER TO THE ENLARGED GRADING PLAN FOR PROPOSED SPOT

ELEVATIONS WITHIN THE ISLAND.

2. REFER TO TYPICAL DETOUR ROAD CROSS SECTION, DETAIL 7, SHEET C-502.

U.S. SURVEY FEET

SCALE: 1"=30'

15 30 60

3.00%

CWA

C-106

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A. UMIAMAKA

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FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-106.dwg C-106.dwgC-106.dwg.dwg

FF=7232.50

7222.63 FL

7226.35 FL

7227.24 FL

7228.72 FL

7229.52 FL

7230.28 FL

7230.46 FL

7231.00 FL

7230.52 FL

7230.46 FL

7230.52 FL

7231.00 FL

7231.18 FL

7231.51 FL

7231.56 FL

7233.39

7233.61 FL HP

7231.37 FL

7231.71 FL

7231.76 FL

7233.39 FL

7231.86 FL

7232.02 FL

7231.45 BW

7232.40 HP

7232.00

7232.22 BW

7232.10 BW

7232.12 BW

7232.40 BW

7232.22 BW

7232.10 BW

7232.12 BW

7232.00

6" STEP

7228.84 FL

7230.03 FL

7232.65 FL

3H:1V MAX.

SLOPE (TYP)

3H:1V MAX.

SLOPE (TYP)

7231.08 FL

7230.77 FL

7232.00

6" STEP

7231.70 BW

12:1 MAX

7232.40 BW

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

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LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

SPOT ELEVATION

DIRECTION OF FLOW

RIPRAP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SILT FENCE

FLAG NOTES

REFER TO ROOF DRAIN PLAN AND PROFILES FOR ROOF DRAIN

INFORMATION

GENERAL NOTES

1. REFER TO THE OVERALL GRADING PLAN FOR SITE GRADING, SHEET C-106

2. REFER TO DETAIL 3, C-501 FOR ISLAND SECTION AT BUILDING DOORWAYS.

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

7229.00 FL

C-107

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A. UMIAMAKA

AutoCAD SHX Text

J. JASZKOWIAK

AutoCAD SHX Text

DJM

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 4/22/2018

AutoCAD SHX Text

TRB

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A. UMIAMAKA

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FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-107.dwg C-107.dwgC-107.dwg.dwg

0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80

P V

L E

PVI STA = 6+72.07

PVI ELEV = 7241.31

P V

L E

PVI STA = 3+50.00

PVI ELEV = 7229.85

A.D. = -1.64

K = 30.48

50.00' VC

HP STA = 3+75.00

HP ELEV = 7230.35'

P V

E L E

P V

E L E

PVI STA = 5+17.00

PVI ELEV = 7233.62

A.D. = 2.45

K = 20.37

50.00' VC

LP STA = 4+92.00

LP ELEV = 7233.00'

P V

E L E

P V

E L E

PROPOSED WEST

CURB FLOWLINE

EXISTING

GRADE

PROPOSED GRADE

ELEVATION (TYP)

EXISTING GRADE

ELEVATION (TYP)

MATCH EXISTING

M A

T C

X I S

T I N

0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60

P V

L E

P V

L E

P V

L E

PVI STA = 3+40.00

PVI ELEV = 7229.57

A.D. = -1.96

K = 25.47

50.00' VC

HP STA = 3+65.00

HP ELEV = 7230.07'

P V

E L E

P V

E L E

PVI STA = 5+95.00

PVI ELEV = 7237.62

A.D. = -10.51

K = 5.23

55.00' VC

HP STA = 5+91.10

HP ELEV = 7236.92'

P V

E L E

P V

E L E

PVI STA = 5+15.00

PVI ELEV = 7234.02

A.D. = 1.51

K = 33.15

50.01' VC

LP STA = 4+90.00

LP ELEV = 7233.27'

P V

E L E

P V

E L E

PROPOSED EAST

CURB FLOWLINE

EXISTING GRADE

PROPOSED GRADE

ELEVATION (TYP)

EXISTING GRADE

ELEVATION (TYP)

M A

T C

X I S

T I N

M A

T C

X I S

T I N

2+00

3+00

4+00

5+00

6+00

3 7

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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U.S. SURVEY FEET

SCALE: 1"=20'

10 20 40

PLAN

WEST FLOWLINE PROFILE

HORIZ: 1"=20'

VERT: 1"=5'

EAST FLOWLINE PROFILE

HORIZ: 1"=20'

VERT: 1"=5'

C-108

N E

N A

N D

P R

AutoCAD SHX Text

ACADEMY DRIVE

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DJM

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AutoCAD SHX Text 4/22/2018

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A. UMIAMAKA

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FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-108.dwg C-108.dwgC-108.dwg.dwg

ROOF DRAIN

SANITARY SEWER

0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80

0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20

S T

T W

O W

A N

O U

R I

I N

U T

S T

T W

O W

A N

O U

I N

U T

S T

C O

N C

R E

D W

A L L

T O

A L

I N

3 LF 4" PVC

@ 2.00%

V C

3 LF 4" PVC

@ 2.00%

44 LF 6" PVC @

2.00%

3 LF 6" PVC

@ 2.00%

S T

I N

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED GRADE

ELEVATION (TYP)

EXISTING GRADE

ELEVATION (TYP)

PROPOSED GRADE

ELEVATION (TYP)

EXISTING GRADE

ELEVATION (TYP)

PROPOSED GRADE

EXISTING GRADE

P R

O P

O S

G E

O T

H E

R M

A L

E A

E X

C H

A N

P R

O P

O S

C T

R I C

A L

L I N

P R

O P

O S

E O

T H

E R

M A

H E

X C

H A

N G

L I N

E X

I S

T I N

L E

C T

R I C

A L

L I N

P R

O P

O S

E R

L I N

P R

O P

O S

C T

R I C

A L

L I N

PLACE 5'x5'x16" RIPRAP

PAD AFTER REMOVAL

OF DETOUR ROAD

S T

A N

O U

I N

U T

48 LF 6" PVC @

2.00%

I A

HOLDING TANK

S T

H O

L E

I N

U T

E X

I S

T I N

O M

M U

N I C

A T

I O

L I N

E E

E W

E E

FF=7232.50

STA 1+03

TWO-WAY CLEANOUT

N 1427645.53

E 3170914.85

3 LF 4" PVC

@ 2.00%

3 LF 6" PVC

@ 2.00%

3 LF 4" PVC

@ 2.00%

STA 1+03

TWO-WAY CLEANOUT

N 1427651.12

E 3170927.53

54 LF 6" PVC

@ 5.83%

STA 1+57

CONCRETE HEADWALL

N 1427634.08

E 3170978.38

PROPOSED

ROOF DRAIN

PROPOSED

SANITARY SEWER

STA 1+47

SA MANHOLE

N 1427604.12

E 3170900.97

1+00

P M

J M

H A

A T

STA 1+95

SA CLEANOUT

N 1427579.47

E 3170859.23

STA 1+98

SEPTIC TANK

N 1427576.56

E 3170858.51

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

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U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PLAN

ROOF DRAIN PROFILE

HORIZ: 1"=10'

VERT: 1"=5'

SANITARY SEWER PROFILE

HORIZ: 1"=10'

VERT: 1"=5'

C-109

R O

O F

D R

A N

D S

E P

H O

G T

A N

K P

A N

D P

R O

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AutoCAD SHX Text

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AutoCAD SHX Text 4/22/2018

AutoCAD SHX Text

TRB

AutoCAD SHX Text

A. UMIAMAKA

AutoCAD SHX Text

FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

AutoCAD SHX Text

GROUP

12-4005^2337^ C-109.dwg C-109.dwgC-109.dwg.dwg

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

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x x x x x x x x

XX X X

BUILDING

5.75'

Scale:

PAVEMENT SECTIONS

NOT TO SCALE

3" THICK HMA GRADE S

RECONDITION SUBGRADE TO A 12"

DEPTH. SCARIFY AND RE-COMPACT

TO 92% MODIFIED PROCTOR.

DETOUR ROAD PAVEMENT

6" CDOT CL 5 OR 6 AGG.

BASE COURSE COMPACTED

TO 95% MODIFIED PROCTOR

" THICK HOT MIX ASPHALT

(HMA) TOP LIFT=2

" GRADE SX,

BOTTOM LIFT=3" GRADE S

ACADEMY DR. PAVEMENT SECTION

RECONDITION SUBGRADE TO A 12"

DEPTH. SCARIFY AND RE-COMPACT

TO 92% MODIFIED PROCTOR.

Scale:

ISLAND SECTION AT BUILDING DOORWAYS

NOT TO SCALE

6" CURB AT

EAST DOOR

6" STEP

0" CURB AT

WEST DOOR

OUTFALL GUTTER

8" CONCRETE RAMP

(8" AT RAMP ONLY)

OUTFALL CURB

AND GUTTER

6" CONCRETE

NOTE:

1. THE 6" CONCRETE STEP BELOW BUILDING FINISH FLOOR SHALL BE

ALONG THE WEST, SOUTH AND EAST SIDES OF THE BUILDING FACE.

REFER TO THE GRADING PLAN.

FINISHED

GRADE

4" RADIUS (SEE NOTE 1)

2" INFLOW

OR 1" OUTFALL

COMPACTED

SUBGRADE

THE BOTTOM OF THE CURB AND

GUTTER MAY BE CONSTRUCTED

PARALLEL TO THE SLOPE OF

SUBSURFACE COURSES PROVIDED

A MINIMUM THICKNESS OF 7" IS

MAINTAINED

ROLLOVER CURB

1'-3"9"

AS SHOWN OR

MATCH EXISTING

FINISHED

GRADE

2" RADIUS (SEE NOTE 1)

2" INFLOW

OR 1" OUTFALL

COMPACTED

SUBGRADE

THE BOTTOM OF THE CURB AND

GUTTER MAY BE CONSTRUCTED

PARALLEL TO THE SLOPE OF

SUBSURFACE COURSES PROVIDED

A MINIMUM THICKNESS OF 7" IS

MAINTAINED

VERTICAL CURB

1'-3"9"

AS SHOWN OR

MATCH EXISTING

GENERAL NOTES:

1. THE DETECTABLE WARNINGS SHALL BE INSTALLED AT SIDEWALK/STREET TRANSITIONS. THEY SHALL BE

MADE IN PAVER FORM WITH A TRUNCATED DOME SURFACE. THE DOMES SHALL BE PLACED IN A SQUARE

GRID.

2. THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED AT THE LOWEST POINT OF THE DETECTABLE

WARNING WELL.

3. ALL DETECTABLE WARNING AREAS SHALL START A MINIMUM OF 6" FORM THE FLOW LINE OF THE CURB

AND NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY POINT ON THE FLOW LINE OF THE CURB. ALL

DETECTABLE WARNING AREAS SHALL BE 24 INCHES IN LENGTH AND COVER THE COMPLETE WIDTH OF

THE RAMP AREA ONLY. THE DETECTABLE WARNING AREA SHALL BE INCLUDED.

4. IN THE COST OF THE CONCRETE CURB RAMP. RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1.

5. THE DETECTABLE WARNING AND WELL AREA SLOPES SHALL NOT BE STEEPER THAN 20:1.

6. COLOR SHALL BE PAVESTONE "RIVER RED".

NOTES:

1. MATCH THE STANDARD CURB SHAPE OF THE EXISTING OR

ADJACENT CURB AND GUTTER AT MATCH POINTS OR TRANSITION

LOCATIONS.

2. CONSTRUCT 1" OUTFALL GUTTER ON UPHILL SIDE OF ROADWAY.

3. RECONDITION SUBGRADE TO A 12" DEPTH. SCARIFY AND

RE-COMPACT TO 92% MODIFIED PROCTOR.

Scale:

CURB AND GUTTER SECTION

NOT TO SCALE

CONCRETE SIDEWALK

RECONDITION SUBGRADE TO A 12"

DEPTH. SCARIFY AND RECOMPACT

TO 92% MODIFIED PROCTOR

6x6-W2xW2 WWF

SLOPE

SEE PLAN FOR WIDTH

BROOM FINISH

CONCRETE WALK SECTION

VARIES

Y P

"/FT (UNLESS

OTHERWISE SHOWN)

6" CONCRETE SIDEWALK

FINISHED GRADE

6x6 W2xW2 WELDED

WIRE FABRIC

CONTRACTION JOINT

" R

JOINT SEALER CONFORMING

TO ASTM D 1850 OR FED.

SPEC. SS-S-1401

PREMOULDED EXPANSION JOINT FILLER

CONFORMING TO ASTM D1751 OR D1752.

INSTALL WHERE PERPENDICULAR TO CURB

(NOT ATTACHED WALKS)

EXPANSION JOINT

TYPICAL CONCRETE WALK DETAILS

Scale:

CONCRETE SIDEWALK DETAILS

NOT TO SCALE

24"

" MIN

DOMES

(TYP.)

SECTION A-A

" DIA. DRAINAGE

WEEP HOLE

SAND

FOUNDATION

DETECTABLE

WARNING PAVERS

THE TOP DIAMETER OF THE

TRUNCATED DOMES SHALL

BE 50% TO 65% OF THE BASE

DIAMETER

DOME AND DETECTABLE WARNING DETAILS

* SHALL BE EQUAL IN

BOTH DIRECTIONS.

ELEVATION VIEW

0.9"-1.4"

PLAN VIEW

1.6"-2.4" *

RAMP

WIDTH

CURB

FLOW LINE

6"-8" TO CURB

FLOW LINE

WIDTH OF RAMP

6" MIN. TO CURB

FLOW LINE

(SEE NOTE 3)

DETECTABLE

WARNING WELL

CURB

FLOW LINE

PLAN VIEW OF

DETECTABLE WARNING AND WELL

(PAVERS NOT DRAWN TO SCALE)

LENGTH OF RAMP

6x6 W 2.0x2.0 WWF

DETECTABLE DOMES

SEE DETAIL THIS SHEET

DETECTABLE DOMES

SEE DETAIL THIS SHEET

RAMP DETAIL

TOP OF AC

PAVEMENT

BROOM

FINISH

SLOPE

12:1 MAX

SLOPE

12:1 MAX

S L O

M A

A M

6' 3' MIN 6'

RAMP ON TANGENT

V A

R I E

C O

N C

A L K

CONC. CURB

(AT BASE)

Scale:

HANDICAP RAMP DETAIL

NOT TO SCALE

SAWCUT STRAIGHT

EDGE AT MATCH LINES

C-501

D E

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J. JASZKOWIAK

AutoCAD SHX Text

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AutoCAD SHX Text 4/22/2018

AutoCAD SHX Text

TRB

AutoCAD SHX Text

A. UMIAMAKA

AutoCAD SHX Text

FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

AutoCAD SHX Text X

12-4005^2337^ C-501.dwg C-501.dwgC-501.dwg.dwg

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

F-

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3'-0"

2'-8"

12"

2'-4"

2'-0"

WIDTH

MAXIMUM

DIAMETER

PIPE

WIDTH

MINIMUM

2'-6"

2'-4"

1'-10"

1'-8"

LOCAL

CLASSIFICATION

COLLECTOR

ARTERIAL

STREET

DEPTH

ASPHALT

Scale:

TYPICAL TRENCH SECTION DETAIL

NOT TO SCALE

NOTES:

1. MINIMUM COVER 24" BELOW OFFICIAL STREET GRADE FOR

SEWER PIPE.

2. TRENCH TO BE BRACED OR SHEETED AS REQUIRED BY OSHA.

3. THE CONTRACTOR SHALL CUT BACK THE ASPHALT TO THE EDGE

OF CONCRETE IN THOSE AREAS WHERE THE TRENCH IS WITHIN

3 FEET OF THE EDGE OF THE GUTTER.

4 THE SUBGRADE, PIPE BEDDING MATERIAL AND BACKFILL SHALL

BE STABILIZED AND COMPACTED AS REQUIRED IN THE PROJECT

SPECIFICATIONS.

WIDTH

SEE TABLE

#12 TRACER WIRE

ON TOP OF PIPE

2" WIDE LOCATOR TAPE

BURIED IN PIPE TRENCH

BEDDING

BACKFILL

FOR PATCHING IN STREET SURFACE

USE FULL DEPTH ASPHALT AS NOTED

BELOW OR MATCH EXISTING PLUS ONE

(1) INCH, WHICH EVER IS GREATER

EXISTING BASE COURSE

IN OPEN FIELD STREET

EXISTING STREET SURFACE

ASPHALT/CONCRETE

UNIFORM CUT LINE

NEW STREET

SURFACE

2' MIN.

5'-0" MIN. COVER FOR

12" DIA. WATER PIPE

OR SMALLER

Scale:

TYPICAL DETOUR ROAD CROSS-SECTION

NOT TO SCALE

HOLD EXISTING WEST

SIDE ELEVATION

FINISHED

GRADE2.0%

ASPHALT

EXISTING GRADE

20'

C-502

D E

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J. JASZKOWIAK

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AutoCAD SHX Text

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AutoCAD SHX Text 4/22/2018

AutoCAD SHX Text

TRB

AutoCAD SHX Text

A. UMIAMAKA

AutoCAD SHX Text

FARNSWORTH GROUP

AutoCAD SHX Text 1612 SPECHT POINT ROAD SUITE 105 FORT COLLINS COLORADO 80525 970.484-7477 www.f-w.com

12-4005^2337^ C-502.dwg C-502.dwgC-502.dwg.dwg

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

INU YMEADCAECROF

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

A ca m ed y D riv e

F-

-D

-0

S A

P er m an en t E

C P

U S

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1. RATE OF SLOPE DEPENDS ON GUARDRAIL LOCATION:

A. FOR GUARDRAIL FACE 2 FT. OR LESS FROM THE NORMAL EDGE OF PAVED SHOULDER, CONTINUE THE

OF SLOPE OF THE NORMAL PAVED SHOULDER TO THE BREAKPOINT.

B. FOR GUARDRAIL FACE MORE THAN 2 FT. FROM THE NORMAL DEGE OF THE PAVED SHOULDER, THE

DLOPE SHALL BE 10:1 OR FLATTER.

2. WHEN SPECIFIED ON THE PLANS, EXTEND A 2 IN. MINIMUM THICKNESS PAVED SURFACE TO 1 FT. BEHIND THE

GUARDRAIL POSTS OR TO THE EROSION CONTROL CURB AS SHOWN ON PLANS. ASPHALT CUTTING AND

PATCHING OR OTHER APPROVED METHOD SHALL BE USED TO MINIMIZE DAMAGE TO ALL PAVED SURFACES

UNDER GUARDRAIL INSTALLATIONS. ALL REPAIRS TO THE PAVED AREA WILL NOT BE MEASURED AND PAID FOR

SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK, A MINIMUM 3 IN. THICK FIBER REINFORCED

CONCRETE PAVEMENT MAY ALSO BE USED FOR PAVING BENEATH THE GUARDRAIL. INSTALL THE POST IN A

IN. OVERSIZED FORMED HOLE FOR GUARDRAIL RUNS AND TERMINALS AS DIRECTED. PAYMENT FOR THIS

PAVED SURFACE WILL BE MADE UNDER A PAVEMENT OR CONCRETE PAY ITEM WITH QUANTITIES SHOWN ON

THE PLANS.

3. THE MINIMUM GUARDRAIL OFFSET FROM PAVED SHOULDER EDGE SHALL BE:

0 FT. FOR SHOULDERS 8 FT. OR WIDER

2 FT . DESIRABLE FOR 4 FT. SHOULDERS

THE GUARDRAIL OFFSET FROM PAVED INSIDE SHOULDER EDGE OF A DIVIDED HIGHWAY SHALL BE:

0 FT. MIINIMUM FOR SHOULDERS 6 FT. OR WIDER

2 FT. DESIRABLE FOR 4 FT. SHOULDERS

THE ABOVE 2 FT. GUARDRAIL TO SHOULDER OFFSET IS DESIRABLE BUT NOT REQUIRED FOR:

A. FOR AN EXISTING HIGHWAY WITH A DESIGN SPEED LESS THAN 50 MPH, THE MINIMUM OFFSET IS 4 FT.

FROM THE TRAVELED WAY.

B. FOR A ONE-WAY ONE-LANE RAMP, AND WHEREE ONE OR MORE OF THE FOLLOWING ARE TRUE:

(1) THE NON-OFFSET GUARDRAIL BEGINS AT LEAST 100 FT. BEYOND RAMP NOSE.

(2) THE NON-OFFSET GUARDRAIL IS NOT LOCATED ON THE RAMP EXIT OR ENTRANCE CURVE

CONNECTION TO THE MAJOR HIGHWAY.

(3) THE RAMP SHOULDER ARE 4 FT. OR WIDER.

USE OF GREATER THAN MINIMUM OFFSET DIMENSIONS IS ENCOURAGED TO MEET THE DESIRABLE GOAL OF

PLACING THE GUARDRAIL AS FAR AS POSSIBLE FROM THE TRAVEL WAY, EVEN FOR SHORT DISTANCES, WHILE

PROVIDING A SMOOTH CHANGE IN GUARDRAIL ALIGNMENT.

4. IF 2 FT. CANNOT BE PROVIDED BETWEEN THE BACK OF THE GUARDRAIL POST AND THE BREAKPOINT, USE 7 FT.

GUARDRAIL POSTS. REFER TO THE "RESTRICTIVE ROADSIDE INSTALLATION" DETAIL.

5. WHEN SPECIFIED ON THE PLANS, INSTALL 4 IN. HIGH TYPE 6 CURB WITH FACE AT OR BEHIND THE RAIL FACE.

AS AN ALTERNATIVE WHEN SPECIFIED ON THE PLANS, INSTALL A 2 IN. x 6 IN. TREATED (AASHTO M 133) WOOD

CURB, FASTEN WITH A 4 IN. LAG BOLT AND WASHERAT EACH WOOD POST, OR WITH A

IN. DIA. BOLT WITH

WASHER AND NUT AT EACH STEEL POST.IF THE 2 IN. x 6 IN. WOOD CURB IS SPECIFIED, IT WILL BE INCLUEDED

IN THE COST OF THE GUARDRAIL. IF APPROVED BY THE ENGINEER, A 2 IN. x 4 IN. TREATED WOOD CURB MAY

BE SUBSTITUTED FOR THE 2 IN. x 6 IN. CURB AND SET ON TOP OF PAVEMENT SURFACE AND ATTACHED AS

DESCRIBED ABOVE. NO SPLICING SHALL BE ALLOWED IN WOOD CURBS, ADJACENT BOARDS SHALL BE BUTTED

TOGETHER AND BOLTED AT A POST LOCATION. JOINTS SHALL BE LOCATED AT THE POSTS.

6. SEE SHEET 6 FOR CURB TREATMENTS AT GUARDRAIL TERMINALS.

7. RESET GUARDRAIL IF THIS DIMENSION WILL BE LESS THAN 25 IN.

8. ALL W-BEAM SPLICES, AND SPLICES OF TERMINAL CONNECTORS TO W-BEAM SHALL BE LAPPED IN THE

DIRECTION OF TRAFFIC UNLESS OTHERWISE NOTED.

9. MATERIAL TYPE AND SHAPE OF POSTS AND BLOCKS SHALL BE THE SAME THROUGHOUT THE PROJECT

EXCEPT WHEN SPECIFIC POSTS AND BLOCKS ARE SPECIFIED, i.e. AT END ANCHORAGES AND BOX CULVERTS.

10. CONCRETE MAY BE READY-MIXED OR FIELD-MIXED AND SHLL CONSIST OF A MINIMUM OF 1 PART CEMENT TO 6

PARTS AGGREGATE BY VOLUME.

11. WHEN SPECIFIED IN THE CONTRACT, 7 FT. POSTS SHALL BE INSTALLED INSTEAD OF THE STANDARD 6 FT.

POSTS. THE 7 FT. POSTS SHALL BE MARKED WITH THE NUMBER 7 TO ENSURE PERMANENT INDENTIFICATION.

STEEL POSTS SHALL BE STAMPED PRIOR TO GALVANIZING. THE NUMBER 7 SHALL BE A MINIMUM 2 IN. TALL.

12. THE STANDARD 3 IN. X 1

IN. X

IN. RECTANGULAR WASHER USED UNDER POST BOLT HEADS IN THE PAST

MAY REMAIN IN EXISTING INSTALLATIONS BUT SHALL NOT BE USED IN NEW CONSTRUCTION, REPAIRS, OR

RESETTING OF RAIL, EXCEPT WHEN SPECIFICALLY IDENTIFIED ON THE STANDARD PLAN.

13. STANDARD GALVANIZED ROUND STEEL WASHERS SHALL BE USED UNDER ALL NUTS IN CONTACT WITH WOOD

POSTS.

14. AN ADDITIONAL HOLE SHALL BE PROVIDED IN THE POSTS TO FACILITATE FUTURE RAISING OF THE RAIL

ELEMENTS AND BLOCKS FOR OVERLAYS.

15.…

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