4. FIRE ROAD DRAWINGS 13-1084.pdf

2 3 4

CANNON A.F.B.

NEW MEXICO

REPAIR FIRE ACCESS ROAD, DORMS

CANNON AIR FORCE BASE

CLOVIS, NEW MEXICO

PROJECT NO. CZQZ 13-1084

7 OCTOBER 2020

APPROVED BY:

CIVIL ENGINEER CHIEF ENGINEER

CHIEF OF OPERATIONS BIO ENVIRONMENTAL

FIRE CHIEF SAFETY

ENVIRONMENTAL CONSTRUCTION MANAGER

PROGRAM MANAGER USING AGENCY

THE APPROVAL AND COORDINATION SIGNATURES APPEARING

ABOVE CONSTITUTE APPROVAL OF ALL DRAWINGS LISTED IN

THE SHEET INDEX ON SHEET Gl-001.

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REFERENCE

NUMBER:

Gl-001

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REFERENCE

NUMBER

V-101 i

LEGEND

PROPOSED PAVEMENT

REPLACEMENT AREA

PROPOSED CURB

REPLACEMENT AREA

2 3

PROPOSED SIDEWALK

REPLACEMENT AREA

r I

L

ROAD LAYERS

ASPHALT 2x3"

BASE COURSE 8"

SUB BASE 1 Q"

J

1 EXISTING WATER

I SECONDARY LINE

I

DORMITORY 1159

I . I EXISTING WATER

.,..,..-,./-,t.'-1.-U- ~-I-' _____________ _£S~O~DARYLINE

I I - - - - - - - ::_- - - - - - - - - - -

- '--EXISTl~ASTE;,;;:;ER -

LINE

I I I

' I I 11 r - - - - - - -'- 59 HV AC EXISTING WEWALK

~1- - - - - - - - - - - - - - - - - '-~-- - - - - - - - - - - - - r- - ~ _____ I_ ·-·-· ·-· I

- _ _ __J 432B~ I

I

7 ½

PROPOSED /

DUMPSTER WALL AND / /

RELOCATION /

I I I ----__.J.--·

- - .....__ - _, / EXIS\"G COMM LINE

- ' i__ ---- ---

....J

1161 HVAC _______ j L - - - - -

-------- I ---

EXISTING PARKING ~0:,

/;,l-v

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OPOSED /

I

I

LLEY GUTTE ON

SHEET c11 O ILS

PROPOSED

CURB AND GUTTER TYPE "D"

CONSTRUCT ADA

COMPLIANT

SEE SHEET C-102 FOR DETAILS

/ GRADE TO USE

EXISTING DRAIN

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REFERENCE

NUMBER:

C-100 t

2 3

1'-6" 2'-0" 2'-6"

6" CURB CROSS SECTION

0.961 1.211 1.461

AND AREA, SQ. FT.

GUTTER CU. YD. VOLUME

3 559 4.485 5.411 PER 100 LIN. FT.

1·-2··

6'" CURB

AND

6" 2" GUTTER

8" CURB

CROSS SECTION

2'-0"

CROSS SECTION

1.294 AREA, SQ. FT.

CU. YD. VOLUME 4.791

PER 100 LIN. FT.

2'-15'

1.544

5.717

5)f

2"

GENERAL NOTES

1. CONCRETE SHALL BE STRUCTURAL CONCRETE

CLASS "A"

1.211 1.544 1.879 AREA, SQ. FT.

AND

8" CURB

1'-4" AND

CROSS SECTION

AREA, SQ. FT.

1.627 1.960

CROSS SECTION 2 _ 1 13

AREA, SQ. FT. 2. END OF DAYS POUR, 30 MINUTE

INTERRUPTIONS, COLD JOINTS AND DROP

INLETS SHALL DETERMINE THE LOCATION OF A

CONSTRUCTION JOINT AND A 3/ 4" PRE MOLDED

BITUMINOUS JOINT IS REQUIRED.

CU. YD. VOLUME GUTTER

PER 1 00 LIN. FT.

4.485 5.719 6.955 CU. YD. VOLUME 2•-0"

OR 1'-10" GUTTER

PER 100 LIN. FT.

6.026 7.261

CU. YD. VOLUME 7_824

PER 100 UN. FT.

OR 2'-6"

CONCRETE UNTABLE CURB

AND GUTTER TYPE "A"

6" CURB

CROSS SECTION

1.044 AREA, SQ. FT.

AND

CU. YD. VOLUME GUTTER

PER 100 LIN. FT.

3.866

8" CURB

CROSS SECTION

1.294 AREA, SQ. FT.

AND CU. YD. VOLUME

GUTTER

PER 100 LIN. FT. 4.791

W · ,, SLOPE TO FIT

,,,," ROADWAY SECTION

! ~· Jro

L___..__ 4 ~4=----·----q~--l~

I 2•-0" OR 2'-6" I

CONCRETE BARRIER CURB

AND GUTTER TYPE "B"

6" CURB

CROSS SECTION

AREA, SQ. FT.

AND

CU. YD. VOLUME

GUTTER PER 100 LIN. FT.

8" 1'-10"

SLOPE TO FIT

8" CURB

CROSS SECTION

AREA, SQ. FT.

AND

CU. YD. VOLUME

GUTTER PER 100 LIN. FT.

1.306

4.835

1.722

6.379

F ROADWAY SECTION

~ JL L_·-=-·~4-....._"" __ 4_· _·___:.4_ • ....a..._J ]~

TO ~ ROADWAY

I 2•- 5" I coNdkErE BARRIER CURB

AND GUTTER TYPE "D" CONCRETE LAYDOWN CURB TYPE "E"

30'-0" 30'-0" 30'-0"

I I NOTE

NON-SLIP FORMED SLIP-FORMED

& SIDEWALKS (SEE NOTE 7)

(SEE NOTE 8) I 15' Q" ,s· o· '5'-0" I 15'-0" m1 15'-0 ~ ,s•-o" ~ l'~N~O~F< t ! ! ~ ! ~ J i i 13 ! ,ti i i --

ANSVERSE CONTRACTION JOINTS ~RB AND GUTTER 1/2" LONGITUDINAL PREMOLDED

5' INTERVALS IN SIDEWALK, (SEE DETAILS) BITUMINOUS EXPANSION JOINT

AND AT 5' INTERVALS IN CURB AT BACK OF CURB

AND GUTTER (SEE DETAIL).

SLOPE TO FIT

ROADWAY SECTION

I 2'-7½"

CONCRETE BARRIE CURB

AND GUTTER

2•-0"

LOW POINT TO BE

IN LINE WITH CURB

3'-0"

TYF ,, c" I

CROSS 1' ECTION

1.500

AREA. 1±, D. FT.

CU. Y[ J.. VOLUME

5.556 PER 100 LIN. FT.

1•-0"

MIN. SLOPE 0.02

FT. PER FT.

CONCRETE VALLEY GUTTER

¾" SILICONE SEALANT

¾" ¢

OR 1)§"

BACKER ROD

BITUMINOUS

JOINT FILLER

PLAN CURB AND GUTTER AND SIDEWALK SEALED EXPANSION JOINT

....I <( I 3: f-w 0

A 0 ~ V)

T

CURB &

WIDTH OF DRIVEWAY PAD

2•-0"

VER CURB & GUTTER CURB & GUTTER

TRANSVERSE PREMOLDED Bi- EXPANSION JOINT

LAN DRIVE PAD

EXPANSION JOINT

CURB HEIGHT

SECTION A-A SECTION 8-8

3. PLACE TRANSVERSE CONTRACTION JOINTS AT

s•-o" INTERVALS AND AT THE END OF RADIUS

POINTS OR ISLAND NOSES.

4. BED COURSE MATERIAL ON WHICH SIDEWALK IS

TO BE PLACED SHALL BE COMPACTED TO 95%

OF MAXIMUM DENSITY AS DETERMINED BY

MSHTO T 99, METHOD C.

5. EXCAVATION AND PREMOLDED BITUMINOUS

EXPANSION JOINTS TO BE INCLUDED IN THE

UNIT PRICE BID FOR SIDEWALKS.

6. THE SILICONE SEALED JOINTS SHALL BE

SEALED IN ACCORDANCE WITH SECTION 452

OF THE STANDARD SPECIFICATIONS.

7. FOR SLIP-FORMED CURB AND GUTTER.

FURNISH 1" SEALED EXPANSION JOINTS AT 90'

INTERVALS, AND TRANSVERSE CONSTRUCTION

JOINTS AT 5' INTERVALS.

8. FOR SIDEWALKS AND NON-SLIP FORMED CURB

AND GUTTER, FURNISH 3/4" SEALED

EXPANSION JOINTS AT 30' INTERVALS, AND

TRANSVERSE CONTRACTION JOINTS AT 5"

INTERVALS.

TRANSVERSE CONTRACTION

JOINT

LJ:, 9/9/09 YML ADDED DETAILS

NO. DATE REV.BY DESCRIPTION

REVISIONS OR CHANGE NOTICES

NEW MEXICO

DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING

SIDEWALK

CURB AND GUTTER

DESIGNED BY __ DRAWN BY...§!g,_ CHECKED BY _m_

609-01-1/1 1 of 1 en ....I

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SHEET

REFERENCE

NUMBER:

C-102 l

C m f!

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ID

T"""

Masonry Screen (1 4-'-0" S lilOVJ.lil ) Drai111

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(2' -S" I I (±6'-1 O" ve lit/) I I (2''-9" m it dearl} I I rhi rt d ear)

~------J

:-1--;- B ol ard

Plan: Single Container(~. 6CYJ

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Hos.e Bi l

~ -r- 1 -=-7 ~a-1 o

M::Ster 1----. ......__ I I r{~ ~ ire dt:J "i 4-6

Bollard (5411' hl)

I (Co nl:8 i111e r) I I... ... I (±5'-·10")

Ma§:iniy Veneer

I I 6"

,.,....,....__l~c_LP Curb ~

Grade .. -----------1 I _J L _ L LJ_J~ 16" 0 • Cone.

12" lhicl:e 111ed _ B ol ard C.asi111g edga:: at screen Section

Side Elevation

Sru cco Filll ish (op,lio111) lL)_ --- ...-"" --

Drop rod r slee"ll'eS

I\

Pian: Gate ~tion

Drop rod sleeve

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SHEET

REFERENCE

NUMBER:

C-103 l

I

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II q_ t'd

REPAIR OF FIRE ACCESS ROAD

CANNON AFB, CLOVIS, NM

FIRE LANE PLAN 1

27TH SPECIAL OPERATIONS WING

CANNON AIR FORCE BASE

CLOVIS, NM

Designed by:

Drawn by·

Checked by:

Reviewed by:

1- Design file no.

Drawing code: U - IJU _ 11 ].II ~• "'" 'I $!//~OP(l~1t-"~

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REPAIR OF FIRE ACCESS ROAD

;11

CANNON AFB, CLOVIS, NM

I

0 FIRE LANE PLAN 2

CJ'1

27TH SPECIAL OPERATIONS WING I Designed by:

- 1-- ! I IJU I_IJ .•

CANNO~~~l~~~~E BASE I Drawn by:

Checked by: == L Reviewed by:

Deocription DHcrip!ion

2 3

74" 68"

STANDARD

CURB

f------------------68"------------------------l

74"

4 5

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SHEET

REFERENCE

NUMBER:

C-106 l j

I c,,, .j>, 1~· r5 q V) q

REPAIR OF FIRE ACCESS ROAD

() z

~I I CANNON AFB, CLOVIS, NM

C

I ,: _,., "' 0 m LAYDOWN AREA 1

-...J ;o

27TH SPECIAL OPERATIONS WING I Designed by: Date: 1-u IJU UJ.I\ CANNO~~~l~?:~E BASE I Drawn by: Deslgnflleno.

Checked by: Drawing code:

Reviewed by: Fil9name:

Description Descr1pllon

I

CXl

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REPAIR OF FIRE ACCESS ROAD

CANNON AFB, CLOVIS, NM

LAYDOWN AREA 2

27TH SPECIAL OPERATIONS WING

CANNON AIR FORCE BASE

CLOVIS, NM

i'J t,I

.i,.

(J1

Designed by: I""' Drawn by: Design file no.

Checked by: Drawing code:

Reviewed by ~------+---+--1---+---------+---t----• .m ~"111toP(l,1'\jo Da• cripticn

D11aiption "'"'