Attachment 14 RFIs -XLWU22-8122 - ANSWERED.pdf

XLWU22‐8123/8122/4016

Ammo Phase III Projects Package

Pre‐award RFIs

1. Based on the existing plans that were submitted with the SOW, they are not to scale and there is no information on size of overhead doors. Can the government provide as‐built drawings of B7028 & B7042?

Government Response: Current as‐built drawing that are available are attached.

2. What are the escorting and access procedures for the site?

Government Response: This project will require phasing in order to mitigate the escorting requirements.

Task #4 will be the first phase. Building 7042 is the second phase and Building 7028 will be the third phase. The first phase will create a free zone which will eliminate the need for escorts for your construction team. Normal duty hours will still control access to the construction site. An Entry Authorization List (EAL) will have to be submitted and approved prior to access to the sites.

3. What are the required or allowed work hours for the project?

Government Response: Standard duty hours. (0700 until 1600 hrs.)

4. What are the citizenship requirements for working on this site?

Government Response: The scope of work in project XLWU22‐8123 will require all personnel to be United States citizens.

5. We would like to have as‐builts for Building 7028 and 7042

Government Response: See government response to question #1

6. What is the roof type for install on building 7028?

Government Response: See Roof plan on sheet A‐7 of attached as‐built drawings for existing roof information. New roof to meet Tyndall IFS, Tyndall Wind load and UFC requirements.

7. Is there a specification for the siding type used on building 7028?

Government Response: Siding to match existing. See sheet A‐4 of the attached as‐built drawings for additional information.

8. Is the paneled insulation to be replaced on the roof

Government Response: If damage or missing the panel insulation will be replaced per this project.

9. Will the gutter be replaced when the roofing material?

Government Response: If currently damaged or damage during the construction process.

XLWU22‐8123/8122/4016

Ammo Phase III Projects Package

Pre‐award RFIs

10. Will bar joists be evaluated for damage once the existing roof is removed

Government Response: The government does not anticipate any damage to bar joists.

11. Will two tone paint be retained

Government Response: Paint to meet the Tyndall IFS requirements.

12. On the wall build on 7042 will it be built exactly as the existing wall between the bay and the office area

Government Response: As stated in 2.3 A. The wall must be constructed to ensure compliance with the secured space usage. Bays 1 and 2 are to be ICD/ICS compliant.

13. Is there a clarification on the request for non‐ground penetrating fencing on the project perimeter fence?

Government Response: Temporary fence base stands are the government anticipated material.

14. Clarification of Attachment 2, 1.1 Purpose, A. Repair Restore Ammo Facilities Phase 3 is to bring the buildings and their supporting facilities into full compliance with current building codes.

Government Response: Any items replaced and or repaired are to meet current building codes as well as Tyndall IFS and Air Force UFC requirements.

15. Is the requirement of this project to bring the existing structural walls and structural roof systems into compliance with 165 MPH wind speed?

Government Response: The intent is not to bring the entire building up to the Tyndall Wind load requirements. Any items removed and or replaced will be expected to meet the requirement.

REF.

OPEN

OFFICE

B103

NCO

OFFICE

B105

ELEC

B111

COMM

B110

CORR

B101

MECH

B108

WOMEN

B106

MEN

B104

BREAK

B102

BAY 1

B112

BAY 2

B113

BAY 3

B114

BAY 4

B115

TOOL

ROOM

B109

JAN.

B107

CORPS OF ENGINEERS 4 3 2 1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DATE APPROVED

DRAWING FILE SHEET T I T L E NUMBER NUMBER REF. NO.

E

35-69-02 PAN-I8-1 X-I TITLE SHEET

35-69-02 PAN-18-2 C- I PROJECT LOC'.ATION PLAN .

35-69-02 PAN-I8-3 C-2 SITE PLAN .

35-69-02 PAN-I8-4 C-3 TEMPORARY FENCE a REMOVAL 35-69-02 PAN-I8-5 C-4 TEMPORARY FENCE a REMOVAL PLAN I ..

SECTION SYMBOLS 35-69-02 PAN-I8-6 C-5 STAKE-OUT PLAN I

35-69-02 PAN-I8-7 C-6 STAKE-OUT PLAN II

35-69-02 PAN-I8-8 C-7 STAKE-OUT PLAN m

35-69-02 PAN-I8-9 C-8 STAKE-OUT PLAN N

+ 35-69-02 PAN-I8-I0 C-9 PAVING, GRADlNG AND DRA.INAGE I I

VIEW I SECTION OR DETAIL

35-69-02 PAN-I8-I1 C-I0 Il SECTION I . A, IDENTIFICATION NUMBER PAVING, GRADING AND DRAINAGE 5·4 S-8 ~ SHEET NUMBER ON WHICH 35-69-02 PAN-I8-12 C-11 PAVING, GRADING AND DRAINAGE III

SECTION IS DRAWN

' 35-69-02 PAN-18-I3 C-12 PAVING, GRADING AND DRAINAGE N - SHEET NUMBER ON WHICH

SECTION CONDITION 35-69-02 PAN-I8-I4 C-I3 PAVING AND DRAINAGE DETAILS IS TAl<EN .,.. ___

35-69-02 PAN-I8-15 C-14 CROSS SECTIONS D VIEW SECTION

SYMBOL WHERE SECTION IS TAKEN 35-69-02 PAN-1a·-16 C-I5 PARKING AREA PLAN

35-69-02 PAN-I8-I7 C-16 BORROW PIT PLAN

SECTION , A\

SCALE S-4Is-o/ 35-69-02 PAN-18-I8 A- I FLOOR PLAN

TITLE WHERE SECTION IS DRAWN 35-69-02 PAN-I8-19 A-2, REFLECTED CEILING PLAN a FIRE PUMP HOUSE 35-69-02 PAN-18-20 A-3· BUILDING SECTION a ELEVATIONS

35-69-02 PAN-I8-2I A-4 WALL SECTIONS

35·69-02 PAN-I8-22 A-5 DOOR SCHEDULE, FINISH SCHEDULE, TOILET PLAN, a INT. ELEVATION

ELEVATION 4 TITLE WHERE 35-69-02 PAN-I8-23 A-6 DOOR DETAILS ELEVATION IS SHOWN

ELEVATION SYMBOL 35-69-02 PAN-I8-24 A-7 ROOF PLAN, ROOF DETAILS AND BLAST DOOR DETAILS

' 35-69-02 PAN-I8-25 S-I GRADE BEAM a PILE LAYOUT

VIEW

35-69-02 PAN-I8-26 S-2 FOUNDATION a FLOOR PLAN BASIC DESIGN DATA

0 0 SECTION MARK ' - - 35-69-02 PAN-I8-27 S-3 ROOF FRAMING PLAN AREA INCLOSED: 11 9 7 5 S F AREA PORCHES, ETC. (1/2): 80 S.F NO. FLOORS: I

.BASIS OF DESIGN: DEF. DWG. NO.: DATE·

SECTION SYMBOL FOR CIVIL WORK 35-69-02 PAN-I8-28 S-4 SECTIONS a DETAILS STD. DWG. NO.:

PAN-I8-29

- OTHER·

35-69-02 S-5 FIRE PUMP HOUSE B MISC. DETAILS TITLE: (DEF) (STD' C

CONSTRUCTION:

TYPE (C OR NJ: N LIFE: 25 YEARS

- FOUNDATIONS: CONC. EXT, WALLS: CMU / CONC

35- 69-02 PAN-18-30 u-I EXT. UTILITIES a FIRE PROTECTION FLOORS: CONC INT. PART.: CMU/ CONC

ROOF CONSTR.: OPEN WEB STEEL JOIST ROOF COVERING: METAL ROOFING

35-69-02 PAN-I8-3I U-2 FIRE PUMP HOUSE MECH. DETAILS

TYPE OF FUEL: NO. 2 FUEL HEATING ZONE: 6

TYPE OF HEATING SYSTEM· HOT WATER BOILER

AIR CONDITIONING DESIGN CONDITIONS: 78" I 65 ° TONS· 35.6 TONS SQ. FT.: 9 344 S.F

SOIL BEARING:25 TON PII E ROOF LOAD: 20 PSF WIND LOAD: 110 MPH

35-69-02 MECHANICAL VENTILATION SQ. FT.: A~" s. F

PAN-I8-32 P-I PLUMBING 8i SPRINKLER SYSTEM CAPACITY OF FALLOUT SHELTER: NONE

SPRINKLER SYSTEM: AREA PROTECTED PER HEAD (SQ. FT.}: 137 S.F (AVE.)

TOTAL AREA PROTECTED (SQ. FT.): 11 975 S. F. .

MAJOR DIFFERENCES BElWEEN BASIS OF DESIGN AND THIS DESIGN:

35-69-02 PAN-18-33 M-1 MECH. FLOOR PLAN AREA OF IGLOO, 3 @ I 800 ° 5 400 s. F.

AREA OF FIRE PUMP ~Qs!SE, 362 S.F

35-69-02 PAN-I8-34 M-2 MECH. SCHEDULE a DETAILS SOIL BEARING FOR ABOVE' 2.000. P.S.F.

35-69-02 PAN-18-35 E-f EXT. ELECT. SITE PLAN

35-69-02 PAN-18-36 E-2 LIGHTING FLOOR PLAN 8i DETAILS 35-69-02 PAN-18-37 E-3 ELECT. POWER PLAN 8i DETAILS 35-69-02 PAN~IS-38 E-4 RISER DIAGRAM a MISC. DETAILS

35-69-02 PAN-IC-39 E-5 PANEL SCHEDULE

35-69-02 PAN-I8-40 I-I IGLOO PLAN B

35-69-02 PAN-I8-4I I-2 IGLOO REINFORCING LAYOUT

35-69-02 PAN-I8-42 I-3 IGLOO SECTIONS a DETAILS I 35-69-02 PAN-18-43 I-4 IGLOO SECTIONS a DETAILS II

35-69-02 PAN-I8-44 I-5 IGLOO MISC. DETAILS

40-16- 04 STD-646 PROTECTION FENCE AND DETAILS - TYPE- FE-5,6, 7

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KUN-YOUNG CHIU LI. S. ARMY ENGINEEII: DISTRICT, MOBILE

I -0'' -:\F/r- C.y l}JJ;/!;' '1//, '

& ASSOCIATES CORPS OF ENGINEERS ENGINE£:.RS

\_ '7.· '-/' '('.,, 109 EAST ADAlR STREET MOBILE, ALA. ' ( '/;,,. VAL.DOSTA, GEORGIA 31601 G. \0 "'RCHITECT•le'NGJNEERV V

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·-·-. SPEC. NO. SIZE FILE NO. PAN-IS I ~z --~1/ _DACAOl -82-

X-1 'Z- B-0031

"'-£.(~ ~--7

DRAWING NO. 35-69-03

LT 1· ''ORr~ -r..:-vH,1:F..:R-:_-··-,EprrvT r.NCR SCALE: NONE DATE: APRIL 1981 SHEET I OF 44 ·"'· ~ '.',' . , ,.,. ~-~ , .. ~, ~ ·- .

5 4 3 2 I 1

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BORROW AREA

HAUL ROUTE

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RE-YIEWEO-·

DESIGNED

DRAWN

COORDINATION

BASE COMlilUNICATJOIIS

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DATE

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AS SHOWN

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35-69-03

PROJ NO..

FILE NO.

PAN-18-'2

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SHEET 2 OF 44

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CORPS OF ENGINEERS

EXISTING

-x---x-

LEGEND

DESCRIPTION

BUILDING

FLEXIBLE PAVEMENT

RIGID PAVEMENT

DITCH

CULVERT ( S HEADWALL)

SECURITY FENCE

SPLITSPOON BORING

PIEZOMETER

NEW WORK

-x-o-x-

X

ABANDONED BORROW AREA

WATER LEVEL' 3.98'

JANOARY 5 , I 979

3 2 1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DATE APPROVED

~ I ADDED RECTIFICATION NOTE

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2. PIEZOMETERS FOR MONITERING GROUNDWATER ELEVATION ARE

AVAILABLE FOR USE DURING CONSTRUCTION. WHEN THESE PIEZ

OMETERS ARE NO LONGER REQUIRED THEY SHALL BE GROUT ED

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REC TIFICAT!ON NOTE

131...0C

SHADED AREAS REPRESENT fRRELEVANT INFORMATION ISSi..JED .ZN ORIGINAL SOLICITATION. ANY REVISIONS INDICATED UNDEk? SHADED A-'?EA S .SHALL BE CONSIDEk?ED PART OF THE ORIGINAL SCOPE OF ff/ORK. ANO NOT INCORPORATED 8Y AN 4MENDMENT.

KUN•YOUNG CHJU U.S. ARMY ENGINEER DISTRICT, MOBILE

"f!':tJf/>li.1tJls CORPS OF ENGINEERS

109 EAST AOAtl'i STFIEET MOBILE ALA

VAL.DOSTA, GEORGIA 31601 • •

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

"'0 SITE PLAN

000 .------1-,,,,,,...,.,,,------,c-,c=-:-~-=-c:-=-=-:-:-:-::--::----------

SH. REF. NO. SPEC. NO. SJZE FILE NO. PAN -18-3

DACAOl -82-c 2 B-0031

- DRAWING NO. 35-69-05 1----t--~--.-----

SCALE:["= 100' DATE:APRIL 1982 SHEET 3 OF 44

2 1

AMENDMENT NO. 0003

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B

A

CORPS Of ENGINEERS

'6'

6' 7021 6' •.s, 000 f-➔ ,,, '!)'I-

"' -X X-

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·,s, 4 3 2 1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DATE APPROVED

LEGEND

DESCRIPTION

BUILDING

ASPHALT PAVEMENT

DITCH

CULVERT (8 HEADWALL)

SECURITY FENCE -o

TO BE REMOVED

TEMPORARY IN THIS CONTRACT

0 o-

ABANDONED BORROW AREA

WATER LEVEL : 3 .98'

JANUARY 5 , 1979

EXISTING FENCE TO BE REMOVED

AND STORED FOR RE-ERECTION IN SAME

LOCATION UNDER CONTRACTING OFFICERS' DIRECTION. -----,

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NOTES FOR TEMPORARY FENCE :

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2.

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THE QUALITY SHALL BE EQUIVALENT TO EXISTING SECURITY FENCE.

IF NOT IMPAIRED, THE CONTRACTOR MAY USE THE REMOVED EXIST. FENCE

AS A PART OF TEMPORARY FENCE.

ALL CONSTRUCTION WITHIN FENCED AREA WILL BE ACCOMPLISHED UNDER

ARMED GUARD. IT IS ABSOLUTELY MANDATORY THAT THE CONTRACTOR

COORDINATES ALL CONSTRUCTION WORK WITH BASE SECURITY POLICE.

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· &E~~1'FFe1tlf5 coR,s aF ENGINEERS

109 EAST ADAIR STREET MOBILE ALA

VALDOSTA, GEORGIA 31601 , •

TYNDALL AIR FORCE BASE, FLORIDA

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TEMPORARY

SECURITY FENCE -0--0--0-

WATER LI NE (UNDERGROUND)

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X

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12-6"x6'CONC. 'p//'.1// GUARD POST-#~fa~

/77 /

EXISTING -CCESS ROAD (18' ASPHALT}

215'-0" ~--------iy-FENCE SECTION TO BE REMOVED FOR ACCESS-I

TO THE SITE AND RE- ERECTED UPON

-COMPLETION OF CONSTRUCTION. -•

3 2

><: I w 1--

0 I r l

TI

ill

I B

KEY PLAN

SCA LE : I" • 30'

30' 0 30 60 FT.

TO SAVE A LIFE

YOU CAN'T BEAT SAFETY

KUN.YOUNG CHJU U.S. ARMY ENGINEER DISTRICT, MOBILE

&e~•tJis CORPS OF ENGINEERS

109 EAST ADAIR STREET MOBILE, AlA.

VALDOSTA, GEORGIA 31601

TYNDALL AIR FORCE BASE, FLORIDA A

MUNITIONS MAINTENANCE COMPLEX

TEMPORARY FENCE Si REMOVAL PLAN I

SH. REF. NO. SPEC. NO. SIZE FILE NO. PAN-18 ~ 5

DACAOl -82-C-4 B-0031 -_

SCALE: I"= 30'

DRAWING NO. 35-69-03

DATE: APRIL 1982 !SHEET 5 OF 44

EXIST.

EXIST.

EXIST.

--s.o--

-X---x-

.5

LEGEND

DESCRIPTION

BUILDING

FLEXIBLE PAVEMENT

RIGID PAVEMENT

CULVERT

DITCH

CONTOUR

SECURITY FENCE

EDGE OF WATER SURFACE·

PERMANENT MONUMENT

4 3 2 1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DA TE APPROVED

E

TEMPORARY NEW WORK

NEW

NEW

NEW

-0 0 --o- o----

I X

V

\__ MOWED GRASS AREA\

I Q_ Cf)

-0 C\I

0::

(/)0 Cf) r-:

w

(9 z 1-

X w z f

X lJJ

0 .,.

I I •

• MPORARY FENCE .

0--0--0--0--o--o-+-o--o'l+-+-i 0 0 0 0 0 0 0 0 w 0:::

0:::

l!)

w 3:

__ 5.0

EXISTING

lJJ

Zx lJJ

LJ..

1-a:

lJJ X x lJJ

X

1 ·o ) x <5-

5.0 \

X

EXISTING ACCESS ROAD

3:

w z

110'-o'

I

401 -0 11 45 1-011

(18' ASPHALT)

z - I- Cf)

X EXISTING

w

~o.

-1>

NEW FLEXIBLE PAVEMENT

NEW MISSILE MAINTENANCE

8 INSPECTION FACILITY

23s'-o"

(X)

DITCH

COOLIN

TOWE

0 s.o-

5.0

6.0

7.0

(1J

0 0

EXIST. A PHALT ROAD

7.0

-------i-- 6.0--

------'f---5.0---

-1>---=4.0---==- 3.0 -----i-0--3.o- ~ l 4.0

/?-+---5.o- 0 I

I I w oU z w

LL

\__MOWED

GRASS

D

C

AREA\

II

ill

0 X

5.0 4.0

4.0

5.0 ~ 6.0

7.0 B

KEY PLAN

SCALE : I" • 30'

O 30~ 11111111111111111111

~60 FT.

TO SAVE A LIFE

YOU CAN'T BEAT SAFETY

KUN.YOUNG CHIU u. s. ARMY ENGINEER DISTRICT, MOBILE

& ASSOC IA TES

ENGINEERS CORPS OF ENGINEERS

109 EAST ADAIR STREET MOBILE ALA

VALDOSTA, GEORGIA 3-1601 • •

TYNDALL A IR FORCE BA SE, FLORI DA A

MUNITIONS MAINTENANCE COMPLEX

ST AKE - OUT PLAN 1

SPEC. NO. SJZE FILE NO. PAN -18- 6

DACAOl-82-

SH. REF. NO.

c-5 ,B_-_0_0_3_1_-+---'.c.c.c.'-"'--'-"=--'-'--'-'-..-'-'-------~ DRAWING NO. 35-69-03

SCALE: I"= 30 1 DATE: APRI.L 1982 SHEET 6 OF 44

NOTE TO C-6 ,

SEE C-5 FOR LEGEND .

ABANDONED BORROW AREA

WATER LEVEL : 3.98'

JANUARY 5, 1979

EXISTING FENCE TO BE REMOVED AND

STORED FOR RE-ERECTION IN SAME LOCATION

UNDER CONTRACTING OFFICERS' DIRECTION.

=====-..'..•..:_•..:_•.:::::::===:=..:_· .:...· :._· =========-- • .. ( EDGE OF ~~:ER SURFACE, •• _____ _

AMC 10

□ HST

(4.67) x----x-----x--><c

BLDG. 7021

5.0

NEW

ABOVE GROUND

FUEL TANK

"' 0 ...

' ll) rt) f

'b

JS\-011

2 1 U.S. ARMY

11' - 0" REVISIONS

8" 6" 4' - G," SYM. ZONE DESCRIPTION DA TE APPROVED

r-r- - ' \J

<l)

OC)

INTAKE STRUCTURE,

SEE SHEET U-2 INTAKE

TRA5H RACK OPNG.

l.__ ) :3"4 (B)

a) :'" 4@/'Z." (6)

OPNG. TO RECEIVE

5CREEN (TYP)

L-+'--8 J/"5 x '2.' ·8" LG. BAR5

@ MID· DEPTH OF SLAB

WALL BELOW

(TYP)

STRUCTURE - TOP PLAN

NOTES: I.) SEE SHT U·'l

FOR APPLICABLE

DIM. NOT 5HOWN.

·z.) (8) INOICATE5

BOTT, BAR5.

-----···--_----- ------···-1----

L 1. x '2. x 14 (GALV,) W / 1,z." ~ :- 4" LG.

STUD5@ 37.." o,c, L 'Z. x '2. x 14 (GALV.)

WI 11." ¢ x 4" LG.

'9 oJ

0,--.---TEMPORARY FENCE

TO BE ERECTED.

5TUD5@ 32'' o.c. G@ q"o.c.

TO RECEIVi= Co" I _ TRA5H RACK -=--~itt-1- d

HOUSE =----

uJ' GRAVEL ...J u

I I I I I I I I I

II' -0 11

31 - U;; u 4'-0" .3' - lo"

I I I

I 0 "5 X :J'•QI" LG. BAR~ I @ MID·DEPTI I OF WALL

I I / I It- - ~"i .....5G," 4> j C.

lr/, 9 ri I ·1, 01 I- ' . x I ,I I .._, I:.

I}"-.'-- 1/ 11 I I-I- · :r- ...;...j. I I

'y

VIEW A-A

SCALE:3s" = r' -ou

'2 1 -G 1' (TYP.)

M, P (GALV.)

BEND IN FIELO ~-1-.../

C lJx !0 5 (GALV) VJ I 1-z_" 4' x4" 5TU05 @ .3Z"o.c. TO

RECEIVE 5CREEN

[.],~-"4@ !'2" o.c, E.1,\/., EA. FACE

=7,'7-=.q;=z.,cn;;~"''-/"'71

.3G" ~ C.M. P (GALV.)

6\0,00' cp, $-0.5'

"'4 € !'l" O,C, SECTION B - B

SCALE: 3a" = 1'-0" 4dl.. 30'-o 64'· 8" 40'-o"

Q <D

5.0

4.0

5.0

6.0 7.0

EXISTING ACCESS ROAD (ASPHALT)

7.0

6.0 J

5.0

EXISTING CULVERT

24" METAL PIPE

5.0

--5. O ------------q ...

rt) ll)

I

1>

0 Oo "' <D ..:

ILJ

Cl) :,I 0 O'<( :::c 0

a. a::

~ Cl) :::> Cl)

a. ILJ ::; t)

~I~

NEW CULVERT r 1

40'-24" REINF. CONG. PIPE, OR

24" PARTLY PAVED C~-~M~._P'....'._'.I P~E:..._ _____ .....-----

_...-.-------"\lo 5.o 5.0

------~4.0

7.0

AMC 118

8 HST

7.0

(Ji

I I

I

7'·0"

-0,5'

KEY PLAN

--BENO IN FIELD (TY!?) --:<'

#4@ 11." o,c, I

~ I" 4 CONT. (TYR)\ ! r

10" '

C)

' ' -r-

. l 0 ,. . 7ll'!:Z1 i:;_;:-;1 - ,1,,:.,/J""

.>,, -:,-1.

\_:,.,,,:•:ci

.;, Ll>' e,,," GPAVEL_/ m

\__#4 ' ...J

' c-J • ,,, V "'4@ l'Z." o.c. E.W., EA FACE ( TY P.

ALL WALL5)

41 - rz.11 ' ' 4'- '2." ' 10" /'-Ou - V

'2." CL. ' '

(TYP.)

1 1'7 ..J <..J

"'e,,, e CJ"c.c \ • V I ~ i ·1 ///!;/' ' ,$

• . ~;iJ1~£:1' ,;;_/11 ,,_

<, C <) c,' L' ' 1 \ '="i:J :~ ':;.. ": .. ;•,iL '•"Lc_,c L ,. C • - - "'--z . ::3//, ,'-Y/'

.J ""4 "'4@ 1'2."o,c. u C Ol✓T rn

4 OOWEL5 "L'-4" I~

TO MATCH

VERT. RE.INF.

IN ~/ALL (TYP.)

SECTION C -C

scALE:3s" = 11 - o"

SCALE : I" = 30'

30' 0 30 60 FT.

~liiiiiiiii""~I iiiiiiiiiiiiiiiiiiii~~~

TO SAVE A LIFE

YOU CAN'T BEAT SAFETY

KUN-YOUNG CHIU U. S. ARMY ENGINEER DISTll:ICT, MOBILE &e~~1ii1t;JF CORPS OF ENGINEERS

109 EAST ADAIR STREET MOBILE, ALA.

VALDOSTA. GEORGIA 31601

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

SPEC. NO.

DACAOI- 82-

STAKE - OUT PLAN II

SJZE FILE NO. PAN -18 - 7

c-6 1B_-_0_0_3_1_-t---'==:.:::...:.:::::.:_=..=r::..... ____ __ t- DRAWING NO. 35· 69 ·03

SCALE: ] 11 = 301 OATE;APRIL 1982, SHEET 7 OF 44

E

D

C

CORPS OF ENGINEERS 4 3 2

; 'z;

'l

ABANDONED BORROW AREA

EXIST. SECURITY FENCE

AMC 6

\ I I s>o

420' -o"

----x----x:---- 8 Ii a T ----x-----x----x--,----x----x----o-- "'9 0

~ NEW SECURITY FENCE, ~

~--,-'--. '\::::_-_-_-__ -=:_;-+-EJ-c:::::--3-.0::) ___ --- --.--__.- ----',-- . ~a..,~------1 ~<1- AMC 6-J ) j w uo z w

LL

0::

;tr

I I 349'- " a..

w I- 0

120'- o"

•1c

114'- 6"

- _______ o NEW DI TC_H __ ------+-

-0

229' - O"

(NOT SHOWN)

114'- 6"

<1.0--~

-------------- 4. o _~

169' - o"

AMCG-2

8HS.T

(3.89)

~----~----~----:~ r-- : =? \' NEW CULVERT TI -===============:::~~~~~3=::=:===::=~4~0~ • 40' - 18" REI NF. CONG. Pl P , 0 :~- . 5~[;;-c_ I 24" PARTLY PAVED C.M. IP ••• )(

7.o=::::;;~====::::::::===============-:.!.:.7·.'.:.o.::::::::;;~~~~~'c------,-r------+-~+---+,L--3~4----~------::-.----- J NEW FLEXIB E P~V\EMENT_ __,,?,,-1-------.~-r----Li

7.0

6.0

5.0

4.0

4.0

5.0

Q

Q '<t

--"rr-t-¥sc-\----+~,----w+- 15 • - 7" ++---+---+1---(E--- ro

<t 0::

(f) 0 (f) q'° O W

"' /'-' u u <t

NOTES TO C-7:

r

I oq ·OI w-

I I I :;:; 2 W R HO S cil~ g ~

BL G. N S. 7 12. 0 31 II

a 014\ I !U, \ I I I I ~ .11 I

EXISTING CONCRETE PAVEME~

,,---_---1""--------_ -e-~--_-_-_.,.,_-_-_::-.::::!'::::::::-7-_,,,...o ~ 6.0

'\ Cl <D

5.0 ------~ ---- 4 .0 ----------________,,,, ----- . ··~-~ 4.0 --~

5.0

\ 0 y> t 0 \ \ °Ji

I

Q

I l \ I

~ I lib 6 "' . / i

I. SEE C-5 FOR LEGEND .

'<t

"'o ·o

(l) (\J

MATCH

2. PLANTED PINES ARE PRESENT IN THE AREA OF C-7 & C-8. THE CONTRACTOR

SHALL VERIFY THE PRESENCE OF THESE PLANTED PINES AND THE AREA SHALL

BE CLEARED IN ACCORDANCE WITH SPECIFICATIONS SECTION 2R I.

3. SEE C-2 FOR BID INFORMATION.

8 1_011

40 1-011 ·i \ I

/: I

I~ ' ' 14!'-011

• (\J

• (\J

-------~· (\J

4.0

220' - O"

LI NE - SEE SH. REF. NO. C-8.

:s:

w z

ABA~-0NED

BORRQW PIT

114'-6"

AMC 5-A

(4.18)

36'-0" f-

(D

IO

,;t ,;t

(NOT SHOWN)

,X -0

AMC 5-B

I w u z w

LL

I- 0::

u w en

:s:

w z

I A,/

SYM. ZONE

4_0 f- Cf)

Q_

0:

w z 0:

u w Cf) f-

IO

(\J Ol

I

J

I

1 U.S. ARMY

REVISIONS

DESCRIPTION DA TE APPROVED

II

nz:

KEY PLAN

SCALE : I" = 30'

30' 0 30 60 FT.

~ ~~~j

TO SAVE A LIFE

YOU CAN'T BEAT SAFETY

· ~ KUN-YOUNG CHIU

& ASSOC IA TES

ENGINEERS

109 EAST ADAIR STREET

- YALOOSTA, GEORGIA 31601

U. S. ARMY ENGINEER DISTRICT, MOBILE

CORPS OF ENGINEERS

MOBILE, ALA.

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

STAKE - OUT PLAN ill

SH. REF. NO. SPEC. NO. SIZE FILENO. PAN-18-8

DACAOl-82-c-7 1-s_-_0_0_3_1 --+---1.:c.::..::.:..::..:..:..=.:...:....:_-,c...:......-----a DRAWING NO. 35·69-03

SCALE: Ju= 30' DATE:APRIL 1982 SHEET 8 OF 44

E

D

C

EXISTING ACCESS ROAD

(ASPHALT)

---6.0-----------

----5.0 --------

(0

I I I

O q O 0 IO~~rrjQ

I '<t

I I I

Q,.i) g~ c., 0

- z 3: (!)

w9 Z ro

14 o"I

156'- 7 11 l{)

= ·o _, <D C\I

MATCH LINE - SEE SH. REF. NO. C-7.

220' - o" I

I AMC 4-3

Ii O ( 4.36) u 0 I- st st

\o -~ 0 If'-g ~ V

~' c., 0 Zj - z

I I 3= (!)

I 0 i w _J z ro

114' o"I

40' O"

80' o"

'b 561 I 711

CD NEW FLEXIBLI: PAVEMENT -

240'- O"

NEW DITCH

0 ,,.,.

' -N

: ~t

145'-o"

' J:' u I-

:s:1 w, z, n

II

l{)

18 o" 36'-o' I i i

'°'5'' i '>'

/c9, I ' o.

36'-o" f-

I 0 "'.

l{) st st

'-PLANTED PINES\ ~w

(NOT SHOWN) I ~

w

LL

AMC4- A

BH T

NEW CULVERT ill

AMC 4-2B

GHST ,.x

40' - 24" REINF. CONC PIPE, OR

24" PARTLY PAVED C. M. PIPE

I-a::

u w w z

482'- O" 169'-0" .:.------------------------------=----=------1-1-----------------------------~-+-,,,"---..0,-----...:...::~-=------------

AMC 4- I . I

w l ~

>a::

0 <( a::

0...

0 ~ w p 0 ., ..

G (4 .59)

( NOT SHOWN)

X f-o' ll.!

I a::.

w z a::

0 u Lal z f-

I() N

CJ)

----x---+-X-----x----x~---x-----x----x-----x-----X----~o,--+---t--,-----+------------'~-----_-)~--+--------1-----------------0---c..J._ I . D AMC,4-A D AMC 4 NEW SECURl"f-¥ FEN.CE_ --- H 6 T \ AMC4-B

~":,'I, C!J

":i.,o

AMC 3

D (4.24) EXIST. SECURITY FENCE

4.0-----~~-::================~=====:::::, 4.0

---4.0--------------

, <l'

6'<9 'o

----s.o-~

NOTES TO C-8 ,

I. SEE C-5 FOR LEGEND.

2. PLANTED PINES ARE PRESENT IN THE AREA OF C-7 8 c.:..a. THE CONTRACTOR

SHALL VERIFY THE PRESENCE OF THESE PLANTED PINES AND THE AREA SHALL

BE CLEARED IN~DANCE WITH SPECIFICATIONS SECTION 2RI.

'6'

6'<9

'1J ,,,,

□ Har' (4.58)))

420' - o" ,___ ___ 4.0

, <l'

'<l' -~ ~ ~ 0 , <l' , u'-. ofJO ~

00 f:,',J' '(5>

~'!j 00

3 2

SYM. ZONE

AMC 4-2C

GHBT (4.10)

AMC4-C

1 U.S. ARMY

REVISIONS

DESCRIPTION DATE APPROVED

1,00 'l,C!J, \ o<:io 'I,',) ' i9

II 'o m rt

I

KEY PLAN

SCA LE : I" = 30'

30' 0 30 60 FT.

TO SAVE A LIFE

YOU CAN'T BEAT SAFETY

KUN-YOUNG CHIU . u. s. ARMY ENGINEER DISTRICT, MOBILE & E~lJrl~1tll8 CORPS OF ENGINEERS

109 EAST ADAIR STREET MOBILE ALA

VALDOSTA. GEORGIA 31601 • •

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

STAKE - OUT PLAN Til

SH. ~EF. NO. SPEC. NO. SIZE FILE NO. PAN-18-9

DACAOl-82-c-81-B_-_o_o_3_1_-+----''-'--------....------DRAWING NO. 35-69-03

SCALE; 1·= 301 0ATE:APRIL --- 1982 SHEET 9 OF 44

E

D

'i:)/;

C c:: === ==- === ==i

--6.o-~

7_44_/

-x X-

LEGEND

DESCRIPTION

BUILDING

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

CULVERT (B HEADWALL)

DITCH

CONTOUR

SPOT ELEVATION

SECURITY FENCE

EDGE OF WATER SURFACE

PERMANENT MONUMENT

LIMITS OF UNDERCUTTING

TEMPORARY CONSTRUCTION

NEW WORK

D====d --------- ---7.0---

-X--O--x-

DEWATERING DITCH ___ __, ..... __ "' --

TEMPORARY DEWATERING SUMP Q

f- __J

I 0..

::0 u

- f-

0 0 t9 N z -f-0 X l1J

0::

(/)0 (/) . w I'-

(.9 z -f- X w

0 ,,, a

--5.0

I 0 ,,,-w u ti

LL

X

I'-X 0::

u w

X

X

X x---- X

I q <D

X

\ c5 •

\ a::

"' 0) U1

~ 0 0 0 c::( ::r:

a..

Cf) c::(

2 -f- Cf)

X w

1 7-00 "-. "'"-. "-. "-. '--, 2 1

REVISIONS

SYM. ZONE DESCRIPTION

~ I ADDED RECTIFICATION NOT£

U1 ·o

X -----------------~ 5.0 -------

----- EXISTING DITCH-------- •.•

_____________ 5_0---------

EXIST. ASPHALT ROAD

~~-:;;----,--\_-_7-_5_3 _____ \--:::-SE:::P=:T::-:l-:::C---=TA--:-:-:-NK~--

SEE EXT. UTILITIES PLAN LJ .[17.001

I r-.;

t I /

~ ----- -7.0--___/ /), _,,/ /t----=-.__--- 6.0----~~/// !;

/ ~ ---50---~/ I/ :' ,..--'B'-- ---40fo-=-~-- _.,./ 1/lj

( / ~ --======~-=- 4.03.0- ,-~~

I f ~ --- --5.o-- .,L._\·

11 1,'- 1 I -TEMPORARY CONSTRUCTION

I I I I I I I I I I I I I I loW 1

. I ' j Q<;J- 00

DEWATER ING SUMP

<D 1\ T1 / 1 I

. ""o ./ ri--H-r----6 .o-----------..,,-- - - } ! / LIMITS OF UNDERCUTTING

-5 Q_ _ ---=------=~-~.;;_----=----=----==---;/ i !

W DITC 0.10 %---------

-5.0---------------~

,EXIST. SECURITY FENCE

1I

X X X

5.0 -----"'~=======:=2<~:o--===::=-.:====::::=0:::~=======' =::.:x:.-=:--::-=-=-=-=-x,====::.2xs...----5.0 ~w;W 4.0 . . . . • • .

4.0

-------- ------~-----'--~--------4.0---- EXISTING DITCH ---l►-· · ·

4.0----- 5.0

6 .0 -----

U.S. ARMY

_APPROVED

I

III

N ~------4~ <

_________ E_x_,s_T_I N_G_D_,T_c_H_ :z;· .

~~~ ------ ----6.0--------------------

6.0

7.0 ---=-=--=-=-=-===-===-=--=--=-=--=--=--=--=--=--=--=--=-=-=-==-=--=--=--=--=--=--=--=--=--=-= 5.0 ----

~~ I I

--------~---7.0 ---.---------------~---------

EXISTING ACCESS ROAD (18' ASPHALT)

NOTES TO PAVING, GRADING AND DRAIN.AGE:

I. ELEVATIONS ARE IN FEET AND REFER TO MEAN SEA LEVEL (M. S.L.l.

MUNITIONS MAINTENANCE COMPLEX

2. THERE WILL BE A Y2-FOOT DROP BETWEEN THE FINISHED FLOOR OF NEW MISSILE MAINTENANCE B INSPECTION FACILITY AND OUTSIDE FINISHED GRADE. THE NEW GROUND SHALL SLOPE AWAY FROM BUILDING AT THE RATE OF V2- FEET DROP IN TEN FEET. THEREAFTER SLOPES SHALL BE AS REQUIRED. SEE SECT! ON

A-A AND SECTION B-B IN C-14. DESIGNATION ADJ. ELEV.

3.

4.

CONSTRUCTION OF SECURITY FENCE SHALL BE IN ACCORDANCE WITH STD. DWG. 646 - SECURITY FENCE, TYPE FE-6, 7'FABRIC HEIGHT. SEESTD.DWG.646FOR DETAILS.BARBEDWIRESUPPORTARM SHALL BE POINTED

OUTWARD.

CLEARING B GRASSING INCLUDES ALL AREAS WITHIN THE FENCE AND 30 fT. BEYOND NEW SECURITY FENCE.

ALL OTHER AREAS DISTURBED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE REPAIRED BY

THE CONTRACTOR WITHOUT COST TO THE GOVERNMENT.

THE SUBGRADE UNDERCUTTING REQUIREMENTS UNDER STRUCTURES ARE SHOWN ON THE SECTION PROFILES.

THE CONSTRUCTION DEWATERING DITCH LINE SHALL COINCIDE WITH THE FINISHED DITCH LINE ON THE

NORTH WEST, SOUTHWEST, AND SOUTH EAST SIDES. SEE SECT ION B-B.

~ ~ '(5> (5>

6'(5>

6'6'

·o '

~ ~ 00

5 4

F2-8N MON COE 1979 6.871

F2-8P MON COE 1979 6.803

F2-8Q MON COE 1979 4.819

F2-8R MON COE 1979 4.968

, (5>

(5>(5> / ',y '30' 0 .

• MONUMENTS •

NORTHING EASTING

390598.331 1666228.878

389864.258 1667462.786

390826.059 1667800.261

390139.917 1668928.672

, (5>

(5>6'

·-s-

RECTIFICATION NOTE

SEE SI-IT. C - 2 F0/2

R£CTIFICA TION ND1£

SH. REF. NO.

KEY PLAN

SCALE : I" • 30'

0 30 60 FT.

I

TO SAVE A LIFE

YOU CAN 1T BEAT SAFETY

KUN•YOUNG CHIU U. S. ARMY ENGINEER DISTRICT, MOBILE

&E';.}>J{(~1'tJ:S- CORPS OF ENGINEERS

109 E:AST ADAIR STREET

VALDOSTA, GE,PRG!A 31601 MOBILE, ALA.

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

PAVING, GRADING AND DRAINAGE I

SPEC. NO.

DACAOl -82-

SIZE FILE NO. PAN-18; I 0

c-91--B--_0_0_3_1 _--+--~------.------DRAWING NO. 35-69-03

SCALE: 1" = 30 1 DATE: APRIL . J 9,8Z- SHEET 10 OF 44

AMENDMENT NO. 0003

E

D

C

CORPS OF ENGINEERS 4

C 12 A (TY P.l

26'- 1-3/8"

15 PILES -2 CORNERS

13'- 0-11/16"

CENTER

INTAKE

STRUCTURE •

00 ..._

' -(j)

N

PMA-22

(TYP.)

(/J a:

"' z a:

u C\I

I (/J

"' _J -a.

in

NOTES:

ABANDONED BORROW AREA

WATER LEVEL , 3.98'

JANUARY 5 , I 979

NO HEAVY EQUIPMENT TO OPERATE

WITHIN 20' OF COFFERDAM.

WELL POINT

HEADERS

WELL POINTS ---

6' 0. C. (TYP.l

TIP EL. -6.0

INTAKE STRUCTURE

SHEET PILE COFFERDAM

N. T. S.

SHEET PILE COFFERDAM

SEE SECTION K-K 8, PLAN

EDGE OF WATER SURFACE--,

====_.:·...:.·...:.·--======-.:..·.:_·.:_·'.::=-=-=-=-=-=-=-==-- ... -----,·•----- <OQ .--1---·-----

AMC 10

□ HST

(4.67 l

EXIST. SECURITY

-X-----X X----'c---_,.,,.-.....:L-___ x-----x-----X-----X-

BLDG. 7021

\NV. EL. 3.34'

I .

I I I i

EXISTING ACCESS

A -G-H-a--r---

ROAD (ASPHALT}

----- -- ------- --- . 7.0.

~6.n --------- ___ ____ _ ___________ s.o --- I --5 .. 0-------------------- 5.0 __J

NOTES TO C-10 '

SEE C-9 FOR LEGEND AND NOTES TO PAVING, GRADING AND DRAINAGE.

I. DEWATERING WILL BE REQUIRED FOR THE UNDERCUTTING.

EXISTING CULVERT

24" METAL Pl PE ------· ··----

2. UNDERCUT TO EL. 3. 0' BENEATH THE PAVEMENT OF THE NEW PUMP HOUSE ACCESS ROAD AND PARKING AREA.

3. UNDERCUT TO EL. 2.0' BENEATH THE FLOORING OF THE NEW PUMP HOUSE.

4. THE STOCKPILED UNDERCUTTING MATERIAL CAN BE USED FOR THE BACKFILL

~N r L.2.,B . I \

\,,I,,---.. \ : I I ' ' . ', \ Q \q q q 0 ,;;;t ,;;t- U') (0 r-,..:

I . i

I/

I& 0',r

EL.0.0

PIPE INVERT

SECTION L- L

PIPE TRENCH

N. T. S.

INTAKE STRUCTURE,

SEE SHEET U - 2

70' (+) LG.

1------TEMPORARY

NATURAL GROUND

FENCE

TO BE ERECTED.

I l

AMC 118

OH 8T

X:

I

7.0

SLOPE ACCORDING TO

GRADING PLAN

EL'.• 6.0

VARIE

EL.= 6.0

VARIES

-----=--- 6 6 - ~\ I r:::: -----

2 1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DATE APPROVED

~ I ADDED RECTIFICATION NOT£ /4-YIA '82 s%,,_ ·

NATURAL GROUND

WELL POINT HEADERS (TYP.)

F.F. •6.25

WELL POINTS

6'0.C. (TYP.)

TIP EL. -9.0

EL. 2.0

2 ~UNDERCUTTING LIMITS :_::.r2

~~ 11J~ "'::'\ 1/,~ = ~ /1/

EL. - 3.5

EXCAVATION FOR SUMP

SECTION M-M

PUMP HOUSE

N. T. S.

WELL POINT HEADERS (TYP.)

_l_

WELL POINTS 6' 0.C. (TYP.)

--r

NATURAL GROUND

EL.. ""4.0

w~

1-z

-- 20' PMA22

SHEET PILE

EL.-13.5

a "' a, in

EXCAVATION LIMITS

EL.- 1.5

TIP EL .-6.0

SECTION K-K

INTAKE STRUCTURE

N .T.S.

I

EL. - 13.5

,;:;://1/, I~ TI/0

1//d/ ill

:r:sz::

I I

KEY PLAN

VARIES

EL.= 1.0

VARIES

6 6

SLOPE ACCORDING TO

GRADING PLAN

EL.• 6.0

FINISHED GRADE

::11 I,-:_---~-~-

---~ ~XISTING -GROUND

SCALE I" = 30'

30 60 FT.

TO SAVE A LIFE

SECTION V-V YOU CAN'T BEAT SAFETY

N.T. S.

3 2 k'ECTIFICATION NOTe

SEE SHT C-2 FOR RECTIFICATION

NOT£

-~ l<UN-VOUNG CHIU

&ASSOCIATES

ENGi.HEERS

. 109 EAST ADAIR STREET

VAI..DOSTA, GEORG.IA 31601

U. S. ARMY ENGINEER DISTRICT. MOBILE

CORPS OF ENGINEERS

MOBILE, ALA.

TYNDALL AIR FORCE BASE, FLORIDA

't5'

~ MUNITIONS MAINTENANCE COMPLEX

0o PAVING, GRADING AND DRAINAGE Il

SH. REF. NO. SPEC. NO. SIZE FILE NO. PAN-18~ II

DACAOI -82-

C-IO B-0~.31 ·•

SCALE: / = 30

DRAWING NO. 35-69- 03

DATE: APRIL. l 9 8 2 SHEET 11 OF 44

AMENDMENT NO. 0003

E

D

X X X

I <!

I 0

'1 0::

I

I (/) 0 (/) "' 0

5l \ 0 w "' ,.: (.) I

I \ \\ l (.)

v (.9 I z \' -' t;✓ '

5.

J

NOTES TO C-11 :

X X X

ABANDONED BORROW AREA

EXIST. SECURITY FENCE

X X r,..9

J I i

AMC 6

OH ST

X

QQ

vv I

I. SEE C-9 FOR LEGEND AND NOTES TO PAVING, GRADING AND DRAINAGE.

2. SEE C-2 FOR BID INFORMATION.

5 4

"' ·o

AMC G-2

GHST

(3.89)

X

X

X

0 \

LLJ

u z

LLJ

X LL ,~

1- 00::: ::::, u

LLJ

Cf)

X :;:::

X

LLJ

z

\ x

SYM. ZONE

I

1 U.S. ARMY

REVISIONS

DESCRIPTION DATE APPROVED

IT

KEY PLAN

SCA LE I" = 3 0'

3 O' Oiiii-,~30 60 FT .

TO SAVE A LIFE

YOU CAN'T BEAT SAFETY

KUN·YOUNG CHIU U 5 ARMY ENGINEER DlSTlllCT, MOBILE

& ·ASSOC IA TES • '

ENGINEERS CORPS OF ENGINEERS

109 EAST ADAIR STREET MOBILE ALA

VALDOSTA, GEORGIA, 31601 ' .

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

PAVING, GRADING AND DRAINAGE Ill

SH. REF. NO. SPEC. NO, SIZE FILE NO. PAN-18-12

DACAOI-B2-

c-11 B-0031 l----~1----1.D~Rc::AW~IN~G.:_::NO:'.:_. ~35::._-~69::._-,.:,:03:,__ ___ -I

SCALE, 1" = 30' DATE, APRIL 1982 !SHEET 12 OF 44

E

D

C

CORPS OF ENGINEERS 4 3

~<oo <cF', ,.,.~ q rr~~'\\\ (I, ~~ .

:(f/1);/~ 2/1/i \\ \ I 1 111 I

( I I ' 1' · 11

~' ,,,! ,\. ~1 ;,o

---6.0----

MATCH LI NE - SEE SH. REF. NO. C-1 I.

AMC 4-1 1n 0 (4.59)

I q st

I

\ I I ---x--~·~x----x----x----x----x----x----x----x----4 1 ( 0--+--x--0--x o--x-~-o'

I AMC4 I NEW SECURIT-Y_EENCE/ _J

AMC 3

0(4.24)

-----------------· -- -____ 4.0 ~ .

NOTES TO C-12,

◄◄ EXIST. SECURITY FENCE

I. SEE C-9 FOR LEGEND AND NOTES PAVING, GRADING AND DRAINAGE.

G' ·c;, ~ ~ 00 ·o 'l, .,,, 'o'!J' 0 ,s ,.,.~

0 0

5 4

7 □ HST

(4.58) /) c===-=-=--=--/ .J - 4.0

\ ·c;, 6'(j)

'S-o<oo / u'

'o'!J' \

I 0 ,,,.

NEW CULVERT ill

X \

40'-24" REINF. CONG. PIPE,

CLASS I'iZ:, OR 24"PARTLY

PAVED C.M. PIPE, 16 GA.

S =0.005

AMC 4· 2B

0 HST

X

X j ~ z w

LL

0 >-, er u xw Cl) w oZ

X

X

X

X x--o--)f'.---o,-- --o--x---0

AMC 4·B

·c;, •c;, 0 ,o

1 U.S. ARMY

REVISIONS

SYM. ZONE DESCR\Pl\ON DATE APPROVED

AMC 4·2C

□ HST

(4.10)

II

TII

AMC 4-C

I

KEY PLAN

SCALE: I" = 30'

0 30 60 FT.

I

TO SAVE A LIFE

YOU CAN'T BEAT SAFETY

· ~ KUN-YOUNG CHIU U. S. ARMY ENGINEER DISTRICT, MOBILE

&E';.ft,ii1t;{f5 . CORPS OF ENGINEERS

109 EAST ADAIR STRE:ET MOBILE ALA

VALDOSTA, GEORGIA 31601 ' '

TYNDALL Al R FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

/ PAVING, GRADING AND DRAINAGE N

"6'16'· SH. REF. NO. ,SPEC. NO. S!ZE FILE NO. PAN-18-/3

o> DACAO I - 82 -

·i C-12 B-003 I DRAWING NO. 35-69-03

" ' 4 SCAlE: J = :30 DATE: APR/ L l 9 8 2 SHEET ) 3 OF 4

E

D

NOTE

- a: 0 (/) ' - C,

(l) w C\I

C\I

40' - o"

JOINT

CONTRACTION JT.

WITH TIE BARS

l '--I ~ "EXPANSION JOINT

14 1

- 0 11 ~

( 2 EQ. SP.)

R : REINFORCEMENT REQ'D.

CONCRETE PAVEMENT AT IGLOO ACCESS AREA

SCALE: j" = 10'- O'

.---6X 6XJ0/IO W.W.F.

, REINF. AS REQ'D.

3' - o" 3/4" NON- EXTRUDING , i.----------------, PREFORMED JOINT FILLER-

EXPANSION JOINT

4 3

SHOULDER .1 , TYPE S-1 ASPHALT CONCRETE

·1 SURFACE COURSE

I 12" BASE LIMIT -o+-='------1....::.:...:.:::.=--:=c - i --- PR I M E 8c TACK

1_6" PRIME LIMIT \ . CO:T,.,,,,,

' ' ' ' ·, ' ' ' ' ''ej. ''·'·' ' ' '--'''''''' . . . Il

' SAND-ASPHALT HOT MIX (TYPE- I

(OR SAND SHELL BASE COURSE)

*100 %

SUBGRADE

N

(l) lD I *JOO% COHESIONLESS * 95 % COHESIVE ___ - -1----t- ---~--Fl LLS ___ . I ~ * 95 % COHESIONLESS j o::

+ 5.00' ________ *_ 90 % COHESIVE __ I--~-

L Fl L TER FABRIC 0 w ...J NOTES: I. * DENSITIES SHOWN ARE CE-55 MAX. DENSITIES. t:;-'

2. **COMPACT TO SAME DENSITIES REQUIRED FOR Fl LLS. 'rf:_ LL

3. ON ALL NEW ACCESS ROADS STRIP THE TOP 12" OF EXIST. ~

UNSUITABLE MATERIAL AND REPLACE WITH UNCOMPACTED ~

FILL TO EL. 5.00' WITH FILTER FABRIC ON TOP. :::,

IGLOO ACCESS ROAD 8 PARKING AREA

SHOULDER r·· TYPE s-1 ASPHALT CONCRETE

I SURFACE COURSE

12 11 w ...J til X w ...J

LL

r--

1--z w ::e w (L

;t z LiJ w~ ...J > til <(

- (L

X BASE LIMIT

6" PRIME LIMIT

\\ ,- PRIME 8c TACK

COAT

= I W N ...J

-"- LL

''· ' ', , __ '-- '·, ".,_'-.." "- "-" '"- "- ' " ---+ - (\J

. . SAND-ASPHALT HOT. MIX (TYPE-1) wi ;:

(OR SAND SHELL BASE COURSE) ,

1 ___ ___::-ll<~IO?_!:O~o/.~o ---------1·---t-1-

I SUBGRADE

I * 100 % COHESIONLESS N!

1 -l(E- 95% COHESIVE -!

l_ _________________ ., ___ i,i,_

----- I

FILLS I

-ll<- 95 % COHESIONLESS ~f

* 90 % COHESIVE ii:i

Ii, ~oo'; UNDERCUT_REQ'~----------- I _ _J_ --,,,-.** 3.00' IN SITU SUBGRADE, * 95 %

NOTE : SEE NOTES ABOVE FOR ASTERISK DESIGNATIONS.

PERIMETER OF INSPECTION FACILITY, PUMP HOUSE *** NEW ACCESS AND PARKING AREA AT PUMP HOUSE

NOTES TO CULVERT DRAINAGE SYSTEM :

I. CULVERT MAY BE EITHER REINF. CONG. Pl PE OR PARTLY PAVED C. M. Pl PE IN ACCORDANCE WITH CULVERT PROFILES OR CULVERT

SCHEDULE BELOW.

2. IF REINF. CONG. PIPE IS USED, HEADWALL SHALL BE CONSTRUCTED

AT BOTH UPSTREAM AND DOWNSTREAM SIDES OF CULVERT.

SEE FIG. 56 IN SPECIFICATIONS FOR HEADWALL.

JF AVAILABLE, CONTRACTOR MAY USE PRECAST END SECTIONS

(FLARED CONCRETE END) IN LIEU OF HEADWALL.

3. IF C. M. PIPE IS SELECTED, THE CONTRACTOR MAY USE

PREFABRICATED END SECTIONS (FLARED METAL END) IN

LIEU OF HEADWALL.

SCALE. I"= 10' HORIZ.

I"= 4' VERT.

~NI w A 1i:;cESS R AD

II\ I •••V-,,IC. 11

8.0 I EAD VALi ~

- 6.0

I 1 HEAD1 ALL

I V. E . 2.80°

I' ,/- L '

INV. E~.3.0 J~

CULVERT I PROFILE

CULVERT

LENGTH SLOPE

I NV.

NO.

FT. % UP

1 U.S. ARMY

REVISIONS

SCALE · I"= 10' HORIZ.

I" = 4' VERT.

8.0 t---'-'---:-H:::11 ±-:A:-::D:-:-W:-:1~:--:L-cL---t--~t-----t--t---t--t--t----t---t--t=-Jer,,i:i-AUW .· ~tt:-"i

6.0 Fl.I\/ I I "2 ""0 1

4.0 tt,-:.4-."(trj-, ;-,:11:!,""':B~IN"'F"'. -ko .. N-'"C.+.P"'l,_;PE;:-f.f"'L-.A-k,=s=nz:d-----1-1 / F ow ffFI:: f'A-\/-l;:-0-0:- "· Pli E-, G. , 2.0

INV. E_.3.6)0

CULVERT Il PROFILE

SCALE: I"= 10' HORIZ.

I"= 4' VERT.

(A PHA T Ro.VE~ ENT

8.0 , •. I I

4.0

CULVERT ill PROFILE

SCHEDULE

ELEV. REINF. CONG. PIPE

PARTLY PAVED

C.M. PIPE

DOWN

STREAM STREAM

SIZE CLASS SIZE GAGE

FLEXIBLE PAVEMENT 8 COMPACTION REQUIREMENTS I 40 0.005 3.00' 2.80' 24 nz: 24 16

0.005 3.60' 3.40' 18 nz: 24 16

JOINT

CONTRACTION JOINT WITH TIE BARS

JOINT SEALAN' --,

\6X6X 10/10 W.W.F.

\ REINF. AS REQ'D.

DOWELED CONTRACTION JOINT

5 4

NOT TO SCALE

I" 5" I " ~" - TO - TO

2 8 /

2 8

I I

I" 5 11

2TO 8

/ SAWED Fl BERBOARD

(LOWER PORTION OF SAWED JOINT

Fl LLER PREFAB METAL

FORM Fl LLER

FILLED WITH FIBERBOARD, REDWOOD

OR OTHER APPROVED MATERIAL.

~.00'

SHOULDER __ ll = j I 6X 6 X 10/10 W.W. F.

"'NI"° , REINF. AS REQ'D.

NOTES:

I. * DENSITIES SHOWN ARE CE-55 MAX. DENSITIES.

2.**COMPACT TO SAME DENSITIES REQUIRED FOR FILLS.

3. UNCO_MPACTED FILL APPLIES TO THE ACCESS ROAD

•• 0

~ u ...J er:. ...J :l!: LL

ALIGNMENT. Fl LL BELOW EL. 5.0 SHALL BE COMPACTED. 8

COMPACTION REQUIREMENTS

FOR CONCRETE PAVEMENT

NOT TO SCALE

z i

I ~ ·711 .

II 40

ill 40 0.005 3.00' 2.80' 24

VARIES, SEE FIN. CONTOUR ON PLAN

TYPICAL DITCH SECTION

SCALE : 3/s = I' - 0"

I EXISTING FLEXIBLE PAVEMENT

0 " <

THICKENED EDGE BUTT JOINT

3 I - Qll

THICKENED EDGE

9" k!ECT!F!CATION NOTE .SEc.· SHT. C-2. FOR REC Tl FICA 7/0N NOTE, .~-----------------------------'-----------------------------1----------------------------.l......------

N 24 16

4' I •

Io' I

12"

3 " SCALE: 8 = l'-O" 0 2 4 I ~ ;

SCALE, I"= 4'

SCALE, I"= 10'

~ '7

SCALE' 311= 11-011

4" s" ' I I

SCALE, 111 = 1'-011

0 I

TO SAVE A LIFE

6 FT.

8 FT.

0 FT.

If IN.

T FT.

YOU CAN'T BEAT SAFETY

KUN-YOUNG CHJU u. s. ARMY ENGINEER DISTRICT, MOBILE

& ASSOCIATES CORPS OF ENGINEERS

ENGINEERS

l09 EAST ADAIR STREET MOBILE, AlA.

VAl.DOSTA, GEORGIA 31601

TYNDALL AIR FORCE BASE, FLORI DA

MUNITIONS MAINTENANCE COMPLEX

PAVING AND DRAINAGE DETAILS

SH. REF. NO. SPEC. NO,

DACAOl -82-

SIZE FILE NO. PAN -18 -14

C-13 B-00 31

DRAWINGNO. 35-69-03

SCAlE:,~S SHOWN DATE: APRIL ]982 SHEET 14 OF 44

AMENDMENT NO. 0003 FILE WO

E

D

C

MATCH EXISTING ELEVATION

EXIST. FLEXIBLE

PAVEMENT~

l

I· 40'-o"

DEWATERING DITCH

40'-s"

45' -o"

SECTION A-A

SCALE: 3/32" = I' -O" HORIZ. -

3/t6" = I' -O" VERT.

UNDERCUT TO EL. 2.0' /41 I - TEMPORARY CONSTRUCTION

. 0.0 SECTION B-8

I

~XIST.

35'-o"

SECURITY FENCE

ct

9'- 0 11 I 9'-0 11 I 6 1 -0 11

(NEW PUMP HOUSE

ACCESS ROAD)

I 45' -o" =-------· -i ( PERIMETER OF PUMP HOUSE)

1 'i -1t-

UNDERCUT TO EL 3.0~' _

SECTION

, ABANDONED BORROW PIT

TO BE FILLED TO 1/10

SLOPE a FIN. CONTOUR

~ AS SHOWN ON C-11.

c-c

0.55 %

______ UNDERCUT TO EL__3~------ _____ _ SECTION E- E

SECTION D-D SCALE : 3/16" = I'- 0"

NEW

SECTION F - F

SCALE : 311s" = I' - O"

5 4

SCALE: 3/32" = I' - O" HORIZ.

3/16" = I' - O" VERT.

40' - o"

EL. 8.00

1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DA TE ,-;APPROVED

(A'"""l-=2--J-_-kA~D:::'..=D~E;..:D~R:::;6~C.!_T.f..:.l~:_l::;C::.:A~T!~O::::;N'.:'...,;N~O:'...:T.'...:£::.._s_~ __ ·-J!l:f:!.4/v/.::&iA~/~fl11.f.'~+-8'i:,;:e<::2Cl2J.:;,j

RE//!SED NOTE

t~ '---_ '--. '--. '--. '--. '--." f?i '.;, .\ :• , ': .. ::i>• ;., ·; , ., '· // ,/ '/// I f- '//;// IJ#I J ' I NEW CONCRETE RAMP

NEW 7V2° FLEXIBLE

6X 6X 10/10 w. w. F.

Cl:

UJ

L)

N

45' -o"

EL.8.00

NEW 71/2" FLEXIBLE

PAVEMENT

1 TOP OF FILL

UNDERCUT TO EL. 2.0'

t

SECTION G-G

SCALE : 3/32" = !'-o" HORIZ.

3/16",. !1

.. 0 11 VERT.

UNDERCUT TO EL. 2.0'

PAVEMENT L-2*4 CONT. (TOP a BOTTOM)

SLOPE THRU

CONCRETE RAMP

SCALE: 3/5 11 = 11

- 0 11

TEMPORARY "7

CONSTRUCTION DEWATERING -~_; I ,1~1

DITCH

EL. 0.0

. . . l - . . . . . -• ~ ' ' , ' , , , , , , , ' ' , , , , , '-," ,_ '·' I 1///:f"'// _ -~///-:___1. ____ /'0///

PAVEMENT PAVEMENT

FILTER FABRIC (POLY FILTER X OR EQUAL)

20 FT. EITHER SIDE OF CENTERLINE

NOTE : COMPACTION OF THE MATERIAL USED TO COVER THE

IGLOOS SHALL BE HAND TAMPED ONLY .

SCALE' { = l'-0"

2° 0 2 46 1 FT.

L\LC ''-"-'-,I --''~-~'--~' --~

4'

3" SCALE: 16 = !'-o"

0 4 8 I , , , , I I I

3" SCALE: 32= l'-0" a' o s 16 1 . , " , ! I I

TO SAVE A LIFE

12 FT,

I

24 FT.

I

YOU CAN'T BEAT SAFETY

-- ----- ---- ---------------- - KUN-YOUNG CHIU

& ASSOCIATES

ENGINEERS

U. 5. ARMY ENGINEER DISTRICT. MOBILE

CORPS OF ENGINEERS

SECTION H-H

SCALE : 3/1s",. 11

- 0 11

RECTIFICATION NOTE

SEE S/-IT. C-2 FOR RECTIFICATION

NOT£.

109 EAST ADAIR STREET

VALDOSTA, GEORG1A ~1601 MOB-llE, ;...t.A.

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX

CROSS SECTIONS

SH. REF, NO. SPEC. NO. SIZE FILE NO. PAN -18 - 15

DACAOl -82-C •14 B-00 3 l DRAWINGNO. 35-69-03

- SCALE: AS SHOWN DATE:APRIL . 198 2 SHEET 15 OF 44

AMENDMENT NO. 0003

E

D

C

(0

50 /EXIST .. SECURITY FENCE I

I

----x---====~x=========~~x:======~X'..=:::=-==~xx======xx======~x-=~.::::·'.-=:=::::::-st-._,,,:::::::::=:::==:x~~~=-=-=-=-=-=-=-=x~-=-=-=-=-=:--=·====~x======~x=====~x=~5Ll.O:F===x>:.====:::::::::::::x \ ----5.0 --T""------i,-01.

-----4.o-_-_-_-_-_-_-_-_ -_ -__, -_---------------------- ;

____ .,... • • • •• ------' •• ----,,---- EXISTING DITCH ___,4 _.o -. -. -----=--=-~~-:_-_-_-_-_-_-_------------~~~1}_ _______ 4 .o ~ 1

_____ ::: 4.0 _________ • _·_·_-_-_-_-_-_-_-_-_-_-_~---· _· _· ----~----_ -_ """"-1--_ -----► _·_·_· =====~-=-4-.0-_--_-__ ·_·_~) \

-------------------;,-""'-~-------5.0. 5.0 ---=~ ) I

----- 6.0 A 6.0--------MC I-A

----- 7.0 ------------------- ·--- .[:] (6.02)>-------:---::--------------i---------7.0----------7':---."'-

378' - O" O'~"-

40 SPACES ea. 9'-0" =360'-0" FOR PASSENGER CARS 2SP.ea.9'·o'j ~'5'_,>-l----------------------......:.=--=~:.::..::=--=-=---=--=--=---=-----.::..:...:._:_:_.:.=:=.:c::..:::..:.__=-.::..=_ _____________ T_H_IC_K_E-NE_D_E-DG_E_--,,+,-=ccl8~'.~o"1 <9,, ~

1 EXIST BURIED TELEPHONE EXISTING ACCESS ROAD ( 18' ASPHALT) 9'·o" 17' 0', 1 2'-o" "o BUTT JOINT--~ fOR MOTOfl- ~~ ~ 1 I CABLE TO BE RELOCATED' \ ,7.54 7.53 7.63,· ~I 1· -,:, 7.847":CYCLES ,r '- '4~ '<~

61-011

EXIST.

DITCH-~ ~1/2'/FT. 1l

5 4

• • ______ ..,.. EXISTING DITCH - • · • -------...-~

------iQ), PARKING AREA PLAN

SCALE : I' = 20' - 0"

2l'-6"MIN. 1s' - o"

(NEW PARKING AREA) (EX! ST. ACCESS ROAD)

EL. 7.00

WHEEL BUMPER

2% MIN.

-NEW 7 112• FLEXIBLE

PAVEMENT

SECTION J -J

3 " I' O' SCALE : 1/15 = •

EXIST. FLEX! BLE

PAVEMENT

EXIST. DITCH

I

E 1ST.

(0

MAIN GATE

1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DA TE APPROVED

~'!Jf11/ 1/.__ ....... _...,_ ________________ _._ _ ____. _ _.__~

NOTES:

I. SEE C-4 & C-9 FOR LEGEND OF THIS PLAN.

2. THERE IS PRESENCE OF A BURIED TELEPHONE CABLE, 3V2"DEEP,

I LINE ENCASED IN PIPE, UNDER NEW PARKING AREA. THIS

HAS TO BE RELOCATED. BEFORE PROCEEDING WITH WORK, THE

CONTRACTOR MUST CONTACT THE LOCAL TELEPHONE COMPANY

AND/OR THE CONCERNED AUTHORITIES FOR RELOCATION OF

THIS UNDERGROUND CABLE.

3. TOTAL PARKING SHALL BE 42 SPACES (2 SPACES FOR MOTOR

CYCLES AND 40 SPACES FOR PASSENGER CARS) .

4. NEW PARKING AREA SHALL HAVE A MINIMUM OF 2 % SLOPE

IN NORTH- SOUTH DIRECTION.

5. FLEXIBLE PAVEMENT FOR PASSENGER CAR PARKING AREA

SHALL BE 7 1/2". IT SHALL BE CONSTRUCTED AS SHOWN ON

c- 13.

6. RIGID PAVEMENT FOR MOTORCYCLE PARKING AREA SHALL

BE 6". THE PAVEMENT SHALL BE REINFORCED BY 6 x 6 x rq,,o

W.W. F. CONTRACTION JOINT SHALL BE CONSTRUCTED AND

LOCATED AT THE CENTER OF PAVEMENT. REINFORCE THE

ODD-SHAPED SLAB AS SHOWN.

7. AT THE ENTRANCE. OF MOTORCYCLE PARKING AND 6' ON

CENTERS TWO (2) SIGNS SHALL BE ERECTED INDICATING

"MOTORCYCLE PARKING ONLY" .

4'

20'

SCALE:

~"- r'-o" 16 - 4 8 I I

SCALE : I"• 20'

0 20

TO SAVE A LIFE

12 FT.

40 FT.

YOU CAN'T BEAT SAFETY

- K~NJ~~~~friu U. S. ARMY ENGINEER DISTftlCT, MOBILE

ENGINEERS CORPS OF ENGINEERS

109 EAST ADAIR STREET

VALDOSTA, GEORGIA 31601 MOBILE, ALA.

TYNDALL AIR FORCE BASE, FLORI DA

MUNITIONS MAINTENANCE COMPLEX

PARKING AREA PLAN

SH. REF. NO. SPEC. NO. SIZE FILE NO. PAN -18 -16

DACAOI -82-C • I 5 · B-oo3r DRAWINGNO. 35-69-03

SCAlE,AS Sf-lOWN DATE APRIL 1982 '"'" 16 OF 44

E

D

C

N378,650

N378,!50

N377, 650

N377,l50

I V/'-'1'</1

'1 rxN I

.I l/l'v1'v''I

I I I I I I I I I I I I

. i i J :

; I BP-II (

_1(092\

BA-B-9-76

• EL. 7.5

CA[WALK--W1/

FISH FEEDER

TOP EL 4. 07

10, BA-B-11 76

~ci:. ;-:r--------

, \ I -~ ~~ ~- 11 I 1 . "·" ~ I : \____ // ______ -/o - ---------------------~-----E.1..-? -

. I I -------------------------- .

·: I ------- ------------- ..__________ )

,11 ,2 ---------- .\ \1

1.tt\ ,,, 13 ) A-B- 76

II •

11 EL 13.3

-----Hi-. I \ \

BA

~-2 -76

Lf.

N)

BA-B-19 6

EL. 1.3 0

BA

;3~76rc:~

EL. - 1.5

BA-B~!4-76

L.-05

BA-B-25-76

EL. 3.5

BA- -30-76 e.-----___

EL ..

BA B-2~

<o

I JC..,._,.., ~

l ~

12□0•~ Q: ---h.. -cc- ----< "' ~-:_-•--; C) -~ =-=----~ I I I I I I I

I I

°' . I

BP-7

1/(Jz

I I I I I

DISTANCE

NO CLOSC:K

TO ROAD 't:_

THAN 20 1

'..:J 2 -1-- V)

'I I \ I I B-2-75

EL.10. ~

BA-B-18-76

5 I

N376, 650

I :/ I I I I I

'1 I I

_I I I I I , I I i 11

EL. 14.1

BA-B-6- 6

EL.13.4

F2~8X-A l4Q06

-B-5-76

BA -14-76

E . 12.3

I

BA-~ - i-

EL.12.2

'----I 3

A-

EL. 8.1

1Z

BA-B-27-76

EL. 6.4

I i \ BA-~ 15-76 ---~_ .?P-B -----,,c_ _________ •·· ~----{__ _ -~

_,_,---;,,,---'-c,-x-A-~~?"V"< _-_ j.

:=_~ L---=-=:~~~D - ···-'-------- ------... - - /J~--=------ror~!E!F-:m:::= -= = __ ==,.------=-=-=-=---- - - - .

EL.13.7

-- - - - - - - --- .-v=·--~~ . ,-,---,-,,~,,,-, EL. 13.3

3 ., ·,· r

1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DATE

~ ~/----+--+-c_o_R_k?_E_C_T._E__:D'--_S_A_'E_L_L_I_N_G ______ __p/4-C!.:.M,!!1,'I.Lf;!Y, LEGE.ND

E.><- l5T\NG

----------- Io :.c----__ CONTOURS

DIRT ROAD

TRE.E. LINE.

' WATE.R 5 E.DGE.

A - NON-\,v'ORK AReA• ..-~~~~-~- .

AL.SO NO MATE.RIAL AY4\L-~

Ai3LE.. FOR BORROW WITHIN ' 200' OF W' ATE.. RS i::.r::,c; E.. _

A'-L NATF-RIAL. BELO\./

GROUND l-lNI::'. AVAl'-Ai3LE

FOR SORROW,

DISTANCE- NOT TO

fc_ X.C E..E'D 3001 .SIDE.

Pl:C,TANCE AS NEC-

ES~A R'( B'( C..ONTR'AG.

TOR, I,_ LEVEL ,._.j SI.OP~ NO

SI.DPE I ::,TEE?ER

~ 4YP._..+------;..,-=Qc.:-J~S T~A.--"Nc,.C. E

/ NO CLO.SC:R

TRAN IZ'

...-r-+--,----' Fl NISH ED

(i'ROUND

_J--~ h NOT TO

Ei<GE1':D 12.' 12. - -=1

WID1H MID-

POINT. I

WATE-R

SURFAC?E)

E. ,._. = 3, /

LAKE.

2.oo MIN.

NO BORROW

ARE._A

IND\CATE.D

GO' nJN/~1 UM

"--Li;:xlSTir-JG GROUND w1Dn1 ~ w

N'E.W STOCK Pl LE.D EXCAVATED BORl"OW MATE.RIAL FROM

PE:.PTI-I = 30'M,A)'.tMUM AND

/0' MINIMUM

LAI-< I='..,

TYPICAL SECTION

NOT TO SCALE

NOTES:

I. ALL BORING ELEVATIONS ARE TOP OF GROUND ELEVATIONS

AFTER BORROW.

2. ALL BORROW MATL. SHALL BE STOCKPILED WITHIN LIMITS SPECIFIED

IN TYPICAL SECTION TO ALLOW ADEQUATE DRAINAGE IN ORDER TO

PREVENT LEACHING DURING HAULING.

3. BORROW MATL. TO BE TAKEN FROM WITHIN LIMITS SHOWN IN

TYPICAL SECTIO-N.

DESIGNED BY:

U.S. ARMY ENGINEER DISTRICT, MOBILE

CORPS OF ENGINEERS

DR°iwiii"Y~- MOIIIE, ALA.

CHECKED aY: -

TYNDALL AIR FORCE BASE, FLORIDA

MUNITIONS MAINTENANCE COMPLEX -----SlftRVISED BY:

BORROW PIT PLAN

100'

SCALE: I"= 100'

0 100' ------------ - .

200FT.

SH. REF. NO. SIZE FILENO. PAN-18°17 SPEC. NO,

DACAOl -82-c-l 6 B-0031 1--------~D_R_Aw_1_NG_N_o_. _3 __ 5 __ -__ 6 __ 9,_,-... o __ 3 _____ _

SCALE,AS SHOWN DATE, APRIL 198"2 SHEET 17 OF 44

AMENDMENT n 000~ 1

E

D

C

A·I A·I

-BP--AIDED '::,11<-IP BRA1.ED

16 R_OD A.ND Sl-l>J::, REINFOf'-.Cl:MENT.

TYP. GR.oUf-.JD ROD DETAIL

NO SCALE

I .

CONC. CAP

/ROUND OPF

· · · G 11 4 STb. STE:EL ,i----p1pE- Fl LLi=D

WITH CONG,

- -_'t 9 ~ CT"'" ~:::i' -~{)

" f -~

WJ...lEELGUARP DETAIL TYF.

•I A·I

10,,o ~ I

F~R l::::,U\N

MATEK-.IALS

Fi'RT/f

CCt--lGRITE:

Cci...JC r<E:Tt::,: f/\AsOI-J RT" l)i-J1-r

SP'--11-- i<IB Q)r-!Cr<c.ETE:

11\Awr--i-F-.T U;--111

~ L

I D(Y)):2;:J

C><i c;nc.co

BA TT I r--J<SU LA TIOi-1

,AoBKE\/lATlONS fC T - ,t,<,::;QUc 7 I GAL 77 L-E

BL.--K - BL-0:::I<

CFT - CE1<;J'y\l\lC FLCX)r--c ,ILi:, C,W.T. - C:::RAN\IC WAu_ 17Li:;?

C . .J . - CC!---l TF<OL JOINT '{.. - C !:o r--1 T c R LI c-1 E,:

C,N\, U, - CONCRi::aTE !f\A<;oi--Jr<.Y UNIT Cor-lC, - CONCRETE" CONt - G_~TI 1--i UO UC~ CORK. - Cof".N COR E:U:i---Y. - E::L..&VA1l'Oi-l l:::Xf: - E:><FOSED E::!< P. JT· E::XP;AHS I Oi---1 .JO I r-4 T :;:;"XT, - f=: >--T\:::R I OR

F D, FLOOF<- DR.AIN

1-IDNI:- ~1->-K.Dl'/Af<..F.

HGT. µE I.Gf-lT INT )NTF-:!Zlof'...

&T. - ..Jo101

LAV. - LAVATO~Y

MAT", - ;\<\l"'Tl~~IAL- /2\1¾. - /(\l0CE:L..L..Ai,1~~'?

o.c. - Or-! CEi-lT~fl._ PR - F?--.Jf-;.

P. ~ - PP-a;;XVKI::' ,~~D 'i<il'. - RCVN'-.-c;;, F, - Sl0 ARr<P~F FLOCK 71+f::..r--~ - 71-ilC.r:::N~S T.F.tt. - 101~ P,c,.FE:R ,-lOLCEf<.

l'>rP. - Ti'PICAl- L!Rt--l. - URl~~AL V.A.-1, - VIN'(\... ASB~lo; Tl 1.-5

V. B. - VI 1..JYL P-,,0,::;5

\/-1.G. - WATl==R Cl..C,G~ looo <,AL LON UNDEF'-,G1'-CUND FUE=L TAlsK ( Si=:EC MECUANlcAL bRAV,il~;

l"I' 011

:: 1--<l

I Ii .- 1-&

~----!NOTE, DOVETAIL TYPE MAScl---lRY

ANCHOR'? To bE USED IN £ECUKING

' i

1 U.S. ARMY

REVISIONS

SYM. ZONE DESCRIPTION DATE AP-PROVED

A-I A·I i:Z. 11 CAST-I"1-PLJICI= Cot-Jc.;,:,.~ Or<.

G:::NC-fe-8:"]1;: f::;l..():::K

.·_ Y<j·'

1/1;;

ltA~-f.r/;:t l

4'.1 0FLl7'- Rib E;!o I..