Civil.pdf

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Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

S u it e

5C -1

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682783

C-101

KEYED NOTES

GENERAL NOTES

X

A T

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M A

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LEGEND:

A T

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682783_2215C-101.dgn

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0 50 150

1"=50'

CATCH BASIN OR INLETOR

EDGE OF PAVEMENT

WATER LINE

NATURAL GAS LINE

STORM DRAIN LINE

SANITARY SEWER LINE

HEATING/COOLING LINES (ABANDONED)

TELECOMMUNICATION

FIRE HYDRANT

VALVE AND VALVE BOX

BURIED ELECTRICAL

OVERHEAD ELECTRICAL

FUEL LINE

FIBER OPTIC

STORM DRAIN OR SANITARY SEWER MANHOLE

EXISTING SIGN

EXISTING ELEMENTS

LIGHT POLE

NEW/PROPOSED ELEMENTS

SIGN

SWING GATE

B 2215

16'

44'-0"

20'

A

T S

T A

N D

O F

F CONTROLLED)

(ACCESS TO BE

PARKING

EXISTING

ACCESS)

(UNCONTROLLED

PARKING

EXISTING

TYP 2

TYP 2

UNLESS NOTED OTHERWISE.

DIMENSIONS SHOWN ARE FROM EDGE OF PAVEMENT, F.

SCREENED (LIGHT) LINE INDICATES EXISTING ELEMENTS.

NEW/PROPOSED WORK. LINEWORK SHOWN AS

LINEWORK SHOWN AS BOLD (DARK) LINE INDICATES E.

ORIGINAL OR BETTER CONDITION.

ALL DISTURBED SURFACES SHALL BE RESTORED TO D.

BEFORE BEGINNING EXCAVATION.

DIGLINE AND OBTAIN A "DIG PERMIT" FROM CES/CEOER

COMMUNICATION SQUADRON HAVE BEEN NOTIFIED BY

MHAFB "RED STAKE" OFFICE, UTILITY SHOPS, AND

EXCAVATION. CONTRACTOR SHALL VERIFY THAT THE

1-800-342-1585 TEN (10) FULL BUSINESS DAYS PRIOR TO

THE CONTRACTOR SHALL NOTIFY DIGLINE AT C.

UTILITIES.

RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING

UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE

THE ACTUAL FIELD CONDITIONS OR LOCATIONS OF

BEST AVAILABLE INFORMATION, AND MAY NOT REFLECT

CONSTRUCTION. UTILITIES SHOWN ARE BASED ON THE

SHALL PROTECT ALL EXISTING UTILITIES DURING

EXCAVATION FOR GATE FOUNDATIONS AND POSTS, AND

LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

CONTRACTOR SHALL FIELD VERIFY DEPTH AND B.

CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.

ON THESE PLANS. CONTRACTOR SHALL VERIFY EXISTING

EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN

WERE OBTAINED FROM BASE PROVIDED MAPPING.

EXISTING SURFACE FEATURES AND UTILITIES SHOWN A.

DESERT ST.

AREA.

SEE DETAIL 6/C-501 FOR SITE IMPROVEMENTS IN THIS 4.

5/C-501.

ACCOMMODATE FINAL GATE LOCATION, SEE DETAIL

RECEIVING BOLLARD, FIELD LOCATE AS REQUIRED TO 3.

CONTROLLED ACCESS SIGNAGE PER DETAIL 2/C-501.2.

SHOWN ON PLAN.

MANUAL SWING GATE PER DETAIL 1/C-501, SIZE AS 1.

FHFH

FH

FH

PIV

FDC

FH

FH

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION

13'-0" (FIELD VERIFY)

DRIVE

ACCESS

CONCRETE

ASPHALT

EXISTING

(F

IE

L D V

E R

F

IY

DRIVE

ACCESS

CONCRETE

ASPHALT

EXISTING

A A

R D

V A

R K A

V E

10'-0" 50'-0"

MAINS

& SEWER

EXIST. WATER

PROTECT

RETAIN &

SERVICE

SEWER

EXIST.

PROTECT

RETAIN &

GAS MAINS

EXIST. NATURAL

RETAIN & PROTECT

SERVICE

EXIST. WATER

RETAIN & PROTECT

ELECT. DUCT

EXIST. BURIED

RETAIN & PROTECT

GM

4/25/19

D e s ig n e d b y

C h e ck e d b y

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C a d F il e

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S y m b o l

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D e s c ri p ti o n

Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

S u it e

5C -5

1.

d g n

S p e c

P ro je ct

B o is e I d a h o

2-

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TYP

5" 1'-0"6"1'-0" 5"

3"

3"

HOLE

3/4" DIA

HOLE

1" DIA

6"

TYP

1"

"3

1'-6"

NTS

DETAIL

NTS

DETAIL

NTS

DETAIL

NTS

DETAIL

NTS

DETAIL

ELEVATION

NTS

4' MIN

M

IN

MOUNTING BRACKET

1.

2.

3.

4.

5.

A.

B.

3" MIN

3" MIN

NOTES:

SIZE VARIES - SEE PLAN

MANUAL SWING GATE

NTS

EQ AS REQ'D EQ AS REQ'D EQ AS REQ'D EQ AS REQ'D EQ AS REQ'D EQ AS REQ'D

42"

NOTES:

NTS

CONTROLLED AREA

CONTROLLED AREA SIGN

PERSONNEL ONLY

AUTHORIZED

SIGN MOUNTING

LATERAL SIGN PLACEMENT

PAVEMENT

EDGE OF

TYP

1'-0" MIN

AFTER FABRICATION.

HOT-DIP GALVANIZED

ALL MATERIAL TO BE

FOR 1/2" BOLTS.

9/16" DIAMETER

ALL HOLES TO BE

A.

NOTE:

RECEIVING BOLLARD

M

IN

M

IN

C L R

1'-6"

5.

4.

3.

2.

1.

/2

NTS

3 4

SITE DETAIL

2A.19.

SECTION 2A.16 AND

PROVIDE PER MUTCD

APPROVED BY GOVERNMENT.

FINAL SIGN VERBIAGE TO BE C.

SEE DETAIL 4/C-501.

FOR LATERAL SIGN PLACEMENT, B.

DETAILED ON THIS SHEET.

SPECIFIED, SHOWN AND

CURRENT EDITION, AND AS

TO REQUIRMENTS OF MUTCD,

SPECIAL SIGN SHALL CONFORM A.

CONCRETE

FINISH GRADE

STEEL PIPE

GALVANIZED WELDED

2" ID (2 3/8" OD)

2/C-501

SIGN, SEE DETAIL

APPROVED EQUAL

NO. THDW-105 OR

MOUNTING BRACKET

1/4" DIA. U-BOLT 5/8" RAD.13.

PADLOCK)

(GOVERNMENT TO PROVIDE

2-16" LONG GALV CHAIN 12.

THICK GALV STEEL PLATE

2" WIDE x 7" LONG x 1/2" 11.

TO BOTTOM PLATE, SEE KN

1" DIA. x 1" LONG ROD, WELD 10.

PLATE, WELD TO PIPE

3" DIA. x 1/2" THICK GALV 9.

PLATE, SEE KN 7

3/4" DIA ROD, WELD TO TOP 8.

THICK GALV. PLATE

3" WIDE x 9 1/2" LONG x 1/2" 7.

PIPE AND PLATE

STEEL STIFFENER. WELD TO

5 1/2"x5 1/2"x1/2" GALV. 6.

ANGLE PER MANUFACTURER 5.

PIPE

3" DIA SCH. 40 GALV. STEEL 4.

EXISTING GRADE3.

PIPE

2" DIA SCH. 40 GALV. STEEL 2.

CONCRETE1.

KEYED NOTES:

DETAIL 3/C-501

MOUNTING, SEE

FOR SIGN 2.

FINISH GRADE 1.

KEYED NOTES: KEYED NOTES:

KEYED NOTES:

ON SITE

EXISTING SPLASH BLOCKS

SPLASH BLOCK, MATCH

PREFABRICATED CONCRETE

PROVIDE AND INSTALL 5.

SUFACE MATERIAL.

STOCKPILED GRAVEL

BUILDING FACE. REPLACE

MINIMUM SLOPE FROM THE

LINES, AND PROVIDE 2%

EXISTING ADJACENT GRADE

AS REQUIRED TO MATCH

COMPACT BACKFILLED AREA 4.

MATERIAL.

WITH SATISFACTORY

APPROXIMATE AREA SHOWN

FUTURE USE. BACKFILL

AND STOCKPILE FOR

REMOVE EXISTING GRAVEL 3.

DRAIN

EXISTING ROOF OVERFLOW

RETAIN AND PROTECT 2.

METER WORK

INFORMATION ON GAS

4/M-500 FOR MORE

SEE P-110 AND DETAIL 1.

KEYED NOTES:

S

IT

E D

E T A

IL

S

RAD.

1/4" DIA U-BOLT 3" - 4"

CONCRETE ENCASEMENT

FINISH GRADE

REFLECTIVE YELLOW

CONCRETE AND PAINT

SMOOTH, FILL WITH

40 STEEL PIPE, GRIND

6" DIAMETER SCHEDULE

GROUT PLUG

OBTAINED.

DRY SUITABLE SUBGRADE IS

MATERIAL. EXCAVATE UNTIL

OVER WET OR SPONGY

DO NOT PLACE BACKFILL B.

STRUCTURE.

DAMAGE EXISTING

THAT WILL NOT DISTURB OR

COMPACT IN A MANNER

PLACE BACKFILL AND A.

NOTES:

4/25/19