USAFA_ECP_North_Stadium_Blvd_RTA_Submittal_2.pdf

PDF 45 MB Posted Aug 17, 2018

Attached to: USAFA ENTRY CONTROL FACILITY - NORTH STADIUM BOULEVARD Federal contract opportunity
Solicitation number: W9128F-18-B-0013
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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RFP - PLANS W9128F-18-B-0013_Plans.pdf - corrupt file - do not use USAFA ECP North Stadium Blvd RTA Submittal 2.pdf - use this file

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Other files attached to USAFA ENTRY CONTROL FACILITY - NORTH STADIUM BOULEVARD, newest first.
File	Type	Posted
OF_1419_-_ECP_N._Stadium_18-B-0013.pdf	PDF	Sep 17, 2018
OF_1419A-_ECP_N._Stadius_18-B-0013.pdf	PDF	Sep 17, 2018
Am_0002.pdf	PDF	Sep 11, 2018
Am_0001.pdf	PDF	Sep 10, 2018
W9128F-18-B-0013_Specs.pdf	PDF	Aug 16, 2018
W9128F-18-B-0013_Plans.pdf	PDF	Aug 16, 2018

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PORTA POTTY

CP-207

CP-205

CP-206

PORTA POTTY

EXISTING 12" HDPE

POTABLE WATER LINE

EXISTING (ABANDONED)

USAFA GAS LINE

EXISTING (ABANDONED)

USAFA ELECTRICAL LINE

EXISTING CSU

ELECTRICAL LINE

EXISTING 12" HDPE

NON-POTABLE WATERLINE

EXISTING (ABANDONED)

8" CIP POTABLE WATERLINE

EXISTING (ABANDONED)

USAFA GAS LINE

EXISTING (ABANDONED)

12" ACP NON-POTABLE

WATERLINE

EXISTING CSU 4" HDPE

GAS LINE WITHIN 8"

PVC SLEEVE Control Point Table Point #

Northing

1431287.05

1431084.51

1431070.41

Easting

3184822.82

3184971.36

3185100.46

Elevation

6713.86

6712.46

6709.45

Description

SET CP ~18" #5 REBAR RPC STAMPED "FARNSWORTH CONTROL POINT"

SET CP ~ 18" #5 REBAR RPC STAMPED "FARNSWORTH CONTROL POINT"

LEGEND

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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SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

GROUP

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

V-101

O G

R A

P H

U R

V E

U.S. SURVEY FEET

SCALE: 1"=20'

10 20 40

AutoCAD SHX Text

STADIUM BLVD.

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

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A. UMIAMAKA

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J. JASZKOWIAK

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AutoCAD SHX Text 12-4004^9011^ V-101.dwg V-101.dwgV-101.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

N or th S ta di um B lv d.

F-

-D

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1612 SPECHT POINT ROAD

SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

GROUP

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

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 L

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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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%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

LEGEND

PAVEMENT REMOVAL LIMITS

(UTILITY PATCH WORK W/2" MILL AND OVERLAY)

CURB AND GUTTER REMOVAL

FLAG NOTES

RELOCATE TEMPORARY GUARD BOOTH FOR USE 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 ABANDONED USAFA ELECTRIC LINES WITHIN CONSTRUCTION LIMITS

EXISTING CSU 4" GAS LINE TO BE RELOCATED BY CSU, RE: GENERAL NOTE 2

AND UTILITY PLAN

REMOVE EXISTING COMMUNICATION LINE, RE: ELECTRICAL PLAN

REMOVE EXISTING (ABANDONED) 12" ACP NON-POTABLE WATERLINE WITHIN

CONSTRUCTION LIMITS, RE: UTILITY PLAN

REMOVE, SALVAGE AND RESET EXISTING GUARDRAIL,

RE: SITE AND UTILITY PLAN

2" MILL AND OVERLAY WITH TOP LIFT OF PAVEMENT UTILITY PATCH WORK

REMOVE EXISTING ABANDONED USAFA GAS LINE WITHIN CONSTRUCTION LIMITS

GENERAL NOTES:

1. AN EXISTING DRIP IRRIGATION SYSTEM IS LOCATED AT THE NORTH END OF THE

MEDIAN. THE DRIP SYSTEM IS FED BY LATERAL LINES FROM THE EASTERLY 12"

NON-POTABLE WATER MAIN. ACTIVE FEEDER LINES SHALL REMAIN INTACT.

DISCOVERED CAPPED FEEDER LINES WITHIN CONSTRUCTION LIMITS CAN BE

REMOVED.

2. CONTRACTOR SHALL POT-HOLE AND FIELD VERIFY EXISTING CSU 4" HDPE GAS

LINE HORIZONTALLY AND VERTICALLY. PROVIDE POT-HOLE INFORMATION TO TIM

WENDT (TWENDT@CSU.ORG) AT (719) 668-4962. CSU WILL RELOCATE GAS LINE

GENERALLY PER THE DESIGN INTENT SHOWN ON THE UTILITY PLAN SHEET C-104.

CONTRACTOR SHALL INCLUDE A $30,000 ALLOWANCE IN THE BASE BID FOR CSU

RELOCATION COSTS. PROVIDE CSU WITH 4-WEEKS NOTICE PRIOR TO

CONSTRUCTION.

C-101

R E

M O

V A

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GROUP

12-4004^9011^ C-101.dwg C-101.dwgC-101.dwg.dwg

I T

STOP

R1-1

(30"x30")

MOUNTED ON

REMOVABLE POST

(SUBMIT SHOPS)

OM3-L

(12"x36")

MOUNTED ON WALL

W/EPOXY ADHESIVE

OM3-L

(12"x36")

MOUNTED ON WALL

W/EPOXY ADHESIVE

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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%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

LEGEND

ASPHALT PAVEMENT DETOUR ROAD

ASPHALT PAVEMENT

CONCRETE WALK

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

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

RESTRIPE 4" SOLID WHITE DASHED LANE PAVEMENT MARKINGS IN-KIND

REPLACE CONCRETE ROLLOVER CURB AND GUTTER WITH 6" CURB HEIGHT FOR

UTILITY PATCH WORK, RE: DETAIL 2, SHEET C-501

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

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

PLACE ELECTRIC SNOW-ICE MELT MAT. PRO MELT OR EQUAL, INSTALL PER

MANUFACTURER'S RECOMMENDATION, RE: MECHANICAL PLAN

30"x30" SPEED LIMIT FLIP SIGN (45 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

PAVEMENT MARKING LINE - 4" SOLID YELLOW AROUND ISLAND

RESET GUARD RAIL TYPE 3 W-BEAM MOUNTED ON WOOD POSTS,

RE: CIVIL DETAILS C-503-C-505

BID OPTION: REMOVABLE BOLLARDS 9-EACH SHALL BE SPACED 5' O.C. WITHIN 40

L.F., RE: DETAIL 8, SHEET C-502

PAVEMENT MARKING LINE - 4" SOLID WHITE

RELOCATED TEMPORARY GUARD BOOTH DURING CONSTRUCTION AND DELIVER

TO USAFA STORAGE YARD AT COMPLETION OF CONSTRUCTION

2" MILL AND OVERLAY WITH TOP LIFT OF PAVEMENT PATCH WORK

CONNECT TO EXISTING GUARDRAIL

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

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GROUP

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N 1431196.93

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GRID LINE

RE: NOTE 1

N 1431214.60

E 3184985.57

GRID LINE

RE: NOTE 1

N 1431188.48

E 3184977.15

N 1431183.19

E 3184981.12

N 1431197.06

E 3184997.64

N 1431190.52

E 3184998.63

N 1431214.46

E 3184966.26

N 1431221.00

E 3184965.27

N 1431223.04

E 3184986.75

N 1431228.33

E 3184982.78

I T

LINE TABLE

LINE

LENGTH

3.21'

23.40'

40.69'

23.32'

52.00'

48.82'

3.49'

BEARING

S21°36'07.98"E

S53°00'53.89"E

S22°03'04.37"E

S08°54'45.16"W

S22°44'25.22"E

N22°44'25.22"W

N21°24'39.22"W

START POINT (N,E)

(1431303.77, 3184927.04)

(1431300.79, 3184928.22)

(1431286.71, 3184946.91)

(1431249.00, 3184962.19)

(1431225.96, 3184958.57)

(1431188.63, 3185004.04)

(1431233.66, 3184985.16)

END POINT (N,E)

(1431300.79, 3184928.22)

(1431286.71, 3184946.91)

(1431249.00, 3184962.19)

(1431225.96, 3184958.57)

(1431178.00, 3184978.68)

(1431233.66, 3184985.16)

(1431236.91, 3184983.89)

CURVE TABLE

CURVE

CHORD

27.50'

LENGTH

43.20'

RADIUS

13.75'

DELTA

180°00'00"

START POINT (N,E)

(1431178.00, 3184978.68)

END POINT (N,E)

(1431188.63, 3185004.04)

Sheet

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY, COLORADO

AIR FORCE ACADEMY

UNITED STATES

RAISETATS

DET

U 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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970.484-7477 www.f-w.com

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

NOTES:

1. USE GRID POINT COORDINATES AND COORDINATE WITH ARCHITECTURAL DRAWINGS. BUILDING

LAYOUT SHALL BE BASED ON BUILDING DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS.

2. LINE AND CURVE DATA IS AT FLOWLINE OF CURB AND GUTTER UNLESS OTHERWISE NOTED OR

INDICATED.

C-103

H O

O N

C O

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12-4004^9011^ C-103.dwg C-103.dwgC-103.dwg.dwg

I T

SA SA SA SA SA

T T

E E

G G

USAFA ELECTRIC

(ABANDONED)

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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SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

SANITARY SEWER SERVICE LINE

DOMESTIC WATER SERVICE LINE

COMMUNICATION LINE

GAS LINE

GEOTHERMAL HEAT EXCHANGE LINE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

FLAG NOTES

EXISTING (ABANDONED) 12" ACP NON-POTABLE WATER MAIN

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

RE: DETAIL 13, SHEET C-508

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

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

4' DIA. SANITARY SEWER MANHOLE, RE DETAILS, SHEET C-509

4" PVC CLEANOUT (TYP), RE: DETAIL 10, SHEET C-510

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

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

C-510

UNDERGROUND ELECTRICAL LINES, RE: SITE ELECTRICAL PLAN

LIGHT POLES, RE: SITE ELECTRICAL PLAN

4" HDPE GAS LINE TO BE RELOCATED BY CSU, RE: GENERAL NOTE 2 ON

SHEET C-101

GEOTHERMAL HEAT EXCHANGE BORES AND PIPING, RE: MECHANICAL SITE

PLAN

2' WIDE CONCRETE SIDEWALK CULVERT CHASE, RE: DETAIL 7, SHEET

C-502

FIRE HYDRANT ASSEMBLY WITH 6" PVC (DR 14) LATERAL AND GATE VALVE,

RE: WATER DETAILS 7, 8, 9, SHEET C-507. CAP SHALL BE PAINTED TO MEET

F.D. PRESSURE STANDARDS. BARREL PAINTED TO MEET USAFA

STANDARDS.

EXISTING (ABANDONED) USAFA UNDERGROUND ELECTRICAL LINES

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

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

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 SANITARY SEWER PLAN AND PROFILES FOR THE GRAVITY

SEWER.

C-104

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GROUP

12-4004^9011^ C-104.dwg C-104.dwgC-104.dwg.dwg

I T

FF=6713.50

CWA

RS5

RS 5

6712.57 FL HP

6713.07 TBC HP

6711.95 FL

6712.45 TBC

6711.75 FL

6712.25 TBC

6711.41 FL

6711.91 TBC

6711.22 FL

6711.72 TBC

6713.30 BW

6713.24 BW

SCUPPER

6713.00

6" STEP

6712.74 BW

SCUPPER

6712.86 BW

6712.01

SIDEWALK

6712.36

SIDEWALK

6712.52

SIDEWALK

6713.37 HP

RS 5

6712.38 FL

6712.25 FL

6712.75 TBC

6712.20 FL

6712.45 TBC

6712.17 FL

6712.42 TBC

6712.11 FL

6712.61 TBC

6711.96 FL

6712.11 FL

6712.23 FL

RS 5

6712.39 FL

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 &

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TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3918

719.473.7063 www.hbaa.com

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FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

SIGN

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

DIRECTION OF FLOW

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

SILT FENCE

CONCRETE WASHOUT AREA

CONSTRUCTION ENTRANCE

ROCK SOCKS

FLAG NOTES

TRANSITION TOP OF CURB FROM 6" TO 3"

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

SHEET C-511

TEMPORARY CONCRETE WASHOUT, RE: DETAIL 4, SHEET C-511

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

TEMPORARY ROCK SOCKS, RE: DETAIL 5, SHEET C-511

GENERAL NOTES

1. ALL SPOT ELEVATIONS ARE AT FLOW LINE UNLESS OTHERWISE NOTED OR

INDICATED.

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

6712.11 FL

3.00%

CWA

C-105

O V

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STADIUM BLVD.

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6712.11 EOA

12-4004^9011^ C-105.dwg C-105.dwgC-105.dwg.dwg

0+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

A N

O U

R I

I N

U T

S T

A N

O U

I N

U T

S T

I A

I N

U T

3 LF 4" PVC

@ 2.00%

16 LF 4" PVC

@ 2.00%

57 LF 4" PV

2.55%

10 LF 4" PVC

@ 2.00%

PROPOSED

GRADE

PROPOSED GRADE

ELEVATION (TYP)

EXISTING GRADE

ELEVATION (TYP)

EXISTING

GRADE

S T

I N

P R

O P

O S

E D

E O

H E

X C

H A

N G

L I N

E X

I S

T I N

P R

O P

O S

E O

H E

H A

N G

L I N

E X

I S

T I N

B A

N D

O N

E D

A T

E R

L I N

HOLDING TANK

P R

O P

O S

A T

V I C

I A

W UU

T E

E E E E E E

E E E E E

W W

E E E

E E E E

G G

G G G G G G G G G G G

G G

2+00

1+00

STA 1+03

SA CLEANOUT

N 1431196.15

E 3184985.80

3 LF 4" PVC

@ 2.00%

16 LF 4" PVC

@ 2.00%

STA 1+19

SA CLEANOUT

N 1431181.43

E 3184991.97

STA 1+77

SA MH 4' DIA

N 1431182.93

E 3185049.40

10 LF 4" PVC

@ 2.00%

I T

STA 1+87

HOLDING TANK

N 1431173.84

E 3185053.58

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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1612 SPECHT POINT ROAD

SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

LEGEND

ASPHALT PAVEMENT

CONCRETE WALK

CURB AND GUTTER

OUTFALL CURB AND GUTTER

BUILDING

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

DOMESTIC WATER SERVICE LINE

SANITARY SEWER SERVICE LINE

ELECTRICAL LINE

COMMUNICATION LINE

GAS LINE

GEOTHERMAL HEAT EXCHANGE LINE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

PLAN

U.S. SURVEY FEET

SCALE: 1"=10'

5 10 20

SANITARY SEWER PROFILE

HORIZ: 1"=10'

VERT: 1"=5'

C-106

S E

C S

Y S

N A

N D

P R

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AutoCAD SHX Text

12-4004^9011^ C-106.dwg C-106.dwgC-106.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

N or th S ta di um B lv d.

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SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

GROUP

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

x x x x x x x x

XX X X

BUILDING

5.75'

Scale:

PAVEMENT SECTIONS

NOT TO SCALE

4" CDOT CL 5 OR 6 AGG.

BASE COURSE COMPACTED

TO 95% MODIFIED PROCTOR

7" THICK HOT MIX ASPHALT

(HMA) TOP LIFT=2" GRADE SX,

1st BOTTOM LIFT=2.5" GRADE S

2nd BOTTOM LIFT=2.5" GRADE S

STADIUM 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

AutoCAD SHX Text 12-4004^9011^ C-501.dwg C-501.dwgC-501.dwg.dwg

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AutoCAD SHX Text X

NOTE:

1. SUBMIT SHOP DRAWINGS FOR APPROVAL

2-WEEKS PRIOR TO CONSTRUCTION.

STEEL LID

H20 LOADING

FINISH GRADE

6" THICK x 18" SQUARE

CONCRETE COLLAR

6" PVC SLEEVE

4" YELLOW SCHEDULE 80

PVC PIPE WITH TYPE III

RED DIAGONAL

OBJECT MARKINGS

SECTION

PLAN

18"x18" CONCRETE

COLLAR

STEEL COVER

6" PVC SLEEVE

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

N or th S ta di um B lv d.

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SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

GROUP

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

A B

" ROLLED STEEL TREAD

PLATE (DIAMOND PATTERN)

DIMENSION VARIABLE

NOTES:

1. LENGTH OF STEEL PLATE VARIES.

2. CHASE AND COVER PLATE RUN FULL

WIDTH OF DETACHED SIDEWALK.

RETAINING SCREWS

AT 4'-0" OR AS DIRECTED

X (VARIES, SEE PLANS XMAX=2.0")

D (VARIES,

SEE PLANS)

L=1

"x1

CONCRETE TO BE DRILLED

TO ALLOW SCREW TO EXTEND

INTO THE CONCRETE

(TYPICAL BOTH SIDES)

ANGLE IRON TO BE DRILLED

AND THREADED TO RECEIVE

SCREW

"x1" FLAT HEAD MACH.

SCREW BRASS OR ELECTRO-

GALV. FINISH 12" ON CENTER

(TYPICAL BOTH SIDES)

" ROLLED STEEL

TREAD PLATE

3" #4 BAR WELDED AT 12" ON

CENTER, NELSON STANDARD

ANCHOR OR EQUIVALENT.

(TYPICAL BOTH SIDES)

C-502

D E

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:

SIDEWALK CULVERT DETAIL

NOT TO SCALE

Scale:

REMOVABLE BOLLARD DETAIL (BID OPTION)

NOT TO SCALE

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12-4004^9011^ 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

N or th S ta di um B lv d.

F-

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C P

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N o:

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1612 SPECHT POINT ROAD

SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

GROUP

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

C-503

D E

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. RETROREFLECTOR TABS SHALL BE INSTALLED AT 25 FT. INTERVALS (SEE SHEETS 5 AND 7 FOR EXCEPTIONS).

RETROREFLECTOR TABS WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. THE

TABS SHALL BE MOUNTED SO THE BOLT SLOT FACES AWAY FROM TRAFFIC, AND THE RETROREFLECTOR

SURFACE FACES THE APPROACHING TRAFFIC FOR ONE-WAY ROADS. FOR TWO-WAY ROADS, BOTH SIDES OF

THE TABS SHALL BE RETROREFLECTIVE, SO THAT DELINEATION IS PROVIDED FOR BOTH DIRECTIONS OF

TRAVEL. THE RETROREFLECTIVE SHEETING COLOR SHALL MATCH THE COLOR OF THE ADJACENT TRAVEL WAY

EDGE LINE. SEE THE RETROREFLECTOR TAB DETAIL.

16. AT THE TIME OF INSTALLATION. WOOD POSTS OR BLOCKS WITH SEASONING CHECKS GREATER THAN

IN.

SHALL NOT BE USED WHEN THE CHECK EXTENDS THE FULL LENGTH OF THE PIECE.

17. WOOD BLOCKS SHALL BE CUT FROM THE SAME CROSS-SECTION, SPECIES, AND GRADE, AND SHALL RECEIVE

THE SAME PRESERVATIVE TREATMENT AS THE POSTS WHEN WOOD POSTS ARE USED.

18. REFERENCES SUCH AS 00PDB01", 00PDE01", AND 00PWE01" IN THIS STANDARD PLAN SPECIFY HARDWARE

DETAILS FROM 00A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE" PREPARED BY THE

AASHTO-AGC-ARTBA JOINT COOPERATIVE COMMITTEE.

19. NOTCHED RAIL BLOCKS MANUFACTURED FROM SYNTHETIC MATERIAL WILL BE ACCEPTED AS ALTERNATIVES

TO WOOD NOTCHED BLOCKS FOR USE WITH STEEL POSTS PROVIDED THAT THE BLOCKS HAVE RECEIVED

FHWA APPROVAL AND ARE CERTIFIED AS IDENTICAL TO THE SPECIMENS USED FOR TESTING AND APROVAL.

20. WOOD POSTS SHALL BE MADE OF TIMBER WITH AN EXTREME FIBER STRESS IN BENDING OF 1200 PSI STRESS

GRADING AND POST DIMENSIONS SHALL CONFORM WITH THE RULES OF THE WEST COAST INSPECTION

BUREAU, OR THE SOUTHERN PINE BUREAU, OR THE WESTERN WOOD PRODUCTS ASSOCIATION. TIMBER FOR

POSTS SHALL BE EITHER ROUGH SAWN (UNPLANED) OR S4S (SURFACED FOUR SIDES) WITH NOMINAL

DIMENSIONS INDICATED. ONLY ONE TYPE OF SURFACE FINISH SHALL BE USED FOR POSTS AND BLOCKS IN

ANY ONE CONTINUOUS LENGTH OF GUARDRAIL.

21. GLULAM POSTS AND BLOCKS WILL BE ACCEPTED AS ALTERNATIVES PROVIDED THAT THE SUPPLIED

MATERIALS HAVE RECEIVED FHWA APPROVAL AND ARE CERTIFIED AS IDENTICAL TO THE SPECIMENS USED

FOR TESTING AND APPROVAL.

22. PRESSURE TREATMENT OF POSTS AND BLOCKS SHALL CONFORM TO AASHTO M 133 EXCEPT THAT BLOCKS

NEED NOT BE INCISED, PRESERVATION ASSAY RETENTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER.

THE CONTRACTOR SHALL CERTIFY THAT THE SPECIES AND GRADE MEET THE REQUIREMENTS OF THE

CONTRACT.

23. W-BEAM AND THRIE-BEAM GUARDRAIL POSTS SHALL BE MANUFACTURED USING AASHTO M 270 (ASTM A 709)

GRADE 36 STEEL UNLESS CORROSION RESISTANT STEEL IS REQUIRED, IN WHICH CASE THE POST SHALL BE

MANUFACTURED FROM AASHTO M 270 (ASTM A 709) GRADE 50W STEEL. THE DIMENSIONS OF THE

CROSS-SECTION SHALL CONFORM TO A W6 X 9 SECTION AS DEFINED IN AASHTO M 160 (ASTM A 6). W6 X 8.5

WIDE FLANGE STEEL POSTS ARE AN ACCEPTABLE ALTERNATIVE TO THE W6 X 9.

24. AFTER THE SECTION IS CUT AND ALL HOLES ARE DRILLED OR PUNCHED THE COMPONENT SHALL BE

ZINC-COATED CONFORMING TO AASHTO M 111 (ASTM A 123) UNLESS CORROSION-RESISTANT STEEL IS USED.

WHEN CORROSION-RESISTANT STEEL IS USED THE PORTION OF THE POST TO BE EMBEDDED IN SOIL SHALL BE

ZINC-COATED CONFORMING TO AASHTO M 111 (ASTM A 123) AND THE PORTION ABOVE THE SOIL SHALL NOT BE

ZINC-COATED, PAINTED OR OTHERWISE TREATED.

25. FIELD MODIFICATION TO RAIL ELEMENTS ONLY IS ALLOWED BY SAWING AND DRILLING OF HOLES. FLAME

CUTTING IS NOT PERMITTED, POSTSSHALL NOT BE MODIFIED. COMPONENTS ON WHICH THE SPELTER

COATING HAS BEEN DAMAGED SHALL BE EITHER REGALVANIZED OR RECOATED IN CONFORMANCE WITH

AASHTO M 36, OR PAINTED WITH ONE FULL BRUSH COAT OF ZINC RICH PAINT CONFORMING TO MILITARY

SPECIFICATION DOD-P-21035A.

GENERAL NOTES:

RAIL FACE TO BE AT OR IN

FRONT OF CURB FACE

8' MIN.

IF RAIL FACE IS NOT AT OR

IN FRONT OF CURB FACE

URBAN ROADSIDE INSTALLATION WITH CURB AND GUTTER

LOCATION

ALL LOCATION EXCEPT

BRIDGE RAIL LOCATIONS

BRIDGE OR STRUCTURE APPROACH

SPACING

6'-3"

SEE SHEET

10 & 17

NORMAL CENTER-TO-CENTER POST SPACING

POINT OF SLOPE

SELECTION (POSS)

NORMAL FILL SLOPE

NORMAL CATPOINT

BREAKPOINT

VARIABLE

SLOPE

(SEE NOTE 1)

EMBANKMENT WITH GUARDRAIL

(NOTE: THE CATCHPOINT REMAINS THE SAME AS THAT FOR

"NORMAL" FILL SLOPE. FOR THE WIDER "Z" DISTANCES,

THE VARIABLE SLOPE MAY "CATCH" AT THE POSS.)

(SEE NOTE 2)

(SEE NOTE 5)

(SEE NOTE 1)

O T

ALTERNATIVE

WOOD CURB

(NOTE 5)

2" x 6"

TYPE 6 CURB

EARTH SHOULDER

OR 2" MIN. HMA

(SEE NOTE 2)

NORMAL EDGE

OF PAVED

SHOULDER

6' POST

(SEE

NOTE 1)

(SEE NOTE 3)

2' MIN.

(SEE NOTE 4)

3' MIN.

6' POST

VARIABLE

SLOPE

OBSTRUCTION

NORMAL ROADSIDE INSTALLATION

WHEN FILL REQUIRES GUARDRAIL

ROADSIDE INSTALLATION WITH

EROSION CONTROL CURB

OPTION A

VARIABLE

SLOPE

3' MIN.

2' MIN.

OBSTRUCTION

BREAKPOINT

TYPE 6

CURB

OPTION B

(SEE NOTE 1)

BREAKPOINT

1.5:1 MAX. SLOPE

AT POST

7' POST

2' MIN. HMA

(SEE NOTE 2)

NORMAL EDGE OF

PAVED SHOULDER

7' POST IDENTIFICATION

(SEE NOTES ON SHEET 3)

RESTRICTIVE ROADSIDE INSTALLATION

WITH 7 FOOT GUARDRAIL POSTS

(SEE NOTE 4)

Scale:

GUARDRAIL TYPE 3 W-BEAM

NOT TO SCALE

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12-4004^9011^ C-503.dwg C-503.dwgC-503.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

N or th S ta di um B lv d.

F-

-D

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S A

P er m an en t E

C P

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1612 SPECHT POINT ROAD

SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

GROUP

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

C-504

D E

Scale:

GUARDRAIL TYPE 3 W-BEAM (CONTINUED)

NOT TO SCALE

PART MATERIAL SPEC.

GALVANIZING

SPEC.

CORROSION -

RESISTANT SPEC.

W-BEAM RAIL &

TERMINAL SECTIONS

AASHTO M 180,

CLASS A OR B

AASHTO M 180,

TYPE 1 OR 2

AASHTO M 180,

TYPE 4

BASE PLATE ASTM A 36 AASHTO M 111 N.A.

NUTS, BOLTS &

STUDS FOR GENERAL

USE

ASTM A 307

AASHTO M 232,

CLASS C

ASTM B 695

CLASS 50

TYPE I

HIGH STRENGTH

BOLTS & NUTS

ASTM A 325

HIGH STRENGTH

BOLTS & NUTS

ASTM A 449

ROUND STEEL

WASHERS

ASTM F 436

RECTANGULAR

WASHERS

AASHTO M 180

OTHER FITTINGS ASTM A 36 AASHTO M 111

DIAMTER

& TYPE

(INCHES)

LENGTH

(INCHES)

THREAD

LENGTH

(INCHES)

INTENDED USE

AASHTO-AGC-ARTBA

STANDARD NUMBER

NO. BOLTS, NUTS

& WASHERS

FULL (1

ALL RAIL SPLICES FBB01 8 PER SPLICE*

BUTTON

HEAD

OVAL 18 MIN. 2

SINGLE BLOCK & POST (TIMBER)

FBB04 1 PER POST

SHLDR. 25 MIN. 2

DOUBLE BLOCK & POST (TIMBER)

FBB05 1 PER POST

10 MIN. 2 FASTEN NOTCHED BLOCK TO STEEL POST FBB03 1 PER BLOCK

* WASHERS NOT USED AT RAIL SPLICES

" DIA. HOLE IN BLOCK

" DIA. HOLE

SEE NOTE 14

W6x9 POST

" HEX NUT

AND WASHER

" DIA. x 10"

BOLT IN

" HOLE

17"

14" NOTCHED

BLOCK

STEEL POST & NOTCHED BLOCK

(NOMINAL DIMENSIONS ARE SHOWN FOR THE POSTS & BLOCKS)

(PWE01)

THE TABULATION OF GUARDRAIL WILL SPECIFY THE TYPE OF CORROSION

PROTECTION: GALVANIZED OR CORROSION - RESISTANT STEEL.

STEEL POSTS SHALL HAVE THE SAME CORROSION PROTECTION AS

SPECIFIED FOR THE METAL BEAM RAIL. PUNCHING, DRILLING, CUTTING,

OR WELDING OF POSTS WILL NOT BE PERMITTED AFTER GALVANIZING

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12-4004^9011^ C-504.dwg C-504.dwgC-504.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

N or th S ta di um B lv d.

F-

-D

-0

S A

P er m an en t E

C P

U S

P ro je ct

N o:

X Q

P Z1

1612 SPECHT POINT ROAD

SUITE 105

FORT COLLINS

COLORADO 80525

970.484-7477 www.f-w.com

GROUP

%100 READY TO ADVERTISE

NOT FOR CONSTRUCTION

C-505

D E

Scale:

GUARDRAIL TYPE 3 W-BEAM (CONTINUED)

NOT TO SCALE

NOTES:

1. THE END ANCHORAGE (NONFLARED) SHALL EITHER BE THE ET-PLUS AS MANUFACTURED BY TRINITY INDUSTRIES INC.

(TEL.#:800-644-7976), OR THE SKT GUARDRAIL AS MANUFACTURED BY ROAD SYSTEMS, INC. (TEL.#:915-263-2435). THE END ANCHORAGE

(NONFLARED) SHALL INCLUDE ALL POST, RAIL, AND HARDWARE ITEMS REQUIRED FOR A COMPLETE UNIT. THE END ANCHORAGE

(NONFLARED) SHALL BE INSTALLED CONFORMING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE

A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PARTS LIST TO THE ENGINEER PRIOR TO THE INSTALLATION OF

THE DEVICE.

2. WOOD POSTS SHALL BE DRILLED FOR BREAKAWAY CONFORMING TO THE MANUFACTURER'S INSTRUCTIONS.

3. HINGED BREAK AWAY (HBA) STEEL POSTS MAY BE USED CONFORMING TO THE MANUFACTURER'S INSTRUCTIONS.

4. RETROREFLECTOR TABS SHALL NOT BE USED ON THE LAST SEVEN POSTS OF THE END ANCHORAGE (NONFLARED).

5. USE MANUFACTURER'S SPECIFIED STEEL FOUNDATION TUBE FOR POSTS AND FOR ET-PLUS AND SKT END ANCHORAGES

(NONFLARED).

6. DELINEATION SHALL BE APPLIED TO THE END PIECE AND SHALL NOT BE PAID FOR SEPARATELY BUT BE INCLUDED IN THE COST OF THE

WORK. SEE STANDARD PLAN S-612-1.

1 2

NOTES:

1. FOR ONE OMITTED POST IN THE GUARDRAIL RUN, i.e. AT A PIPE CULVERT WITH MINIMUM COVER, SEE THE "NESTED RAIL AT ONE

OMITTED POST" DETAIL ON THIS SHEET. THE W-BEAM RAILS SPANNING THE OMITTED-POST GAP SHALL BE DOUBLED (ONE RAIL

NESTED IN THE OTHER), AND SHALL EXTEND A MINIMUM OF 6 FT.-3 IN. ON EITHER SIDE OF THE GAP. USING 12 FT.-6 IN. SECTIONS OF

RAIL, AND DEPENDING ON THE SPLICE LOCATION, ONE OMITTED POST SECTION REQUIRES EITHER 25 FT. OR 37 FT.-6 IN. OF NESTED

RAIL.

2. FOR TWO OR THREE OMITTED POSTS, SEE THE "NESTED RAIL AT TWO OR THREE OMITTED POSTS" DETAIL ON THIS SHEET. RAIL

SPLICES IN THE 100 FT. NESTED SECTION MAY BE PLACED TO FACILITATE CONSTRUCTABILITY. HOWEVER ONLY ONE RAIL SPLICE MAY

BE PLACED IN THE OMITTED SECTION, AND ONLY AT THE MIDPOINT OF THE 25 FT. LENGTH.

3. POST REQUIRED WHEN TWO POSTS ARE OMITTED FOR THE 18 FT.-9 IN. LENGTH.

4. ONLY TIMBER POSTS AND BLOCKS ARE ALLOWED FOR WEAKENED POSTS 5 THROUGH 10.

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