Attachment 6 - Reference As Built FAC_20022.pdf

LI.I

FUNCTION ANALYSIS - VE PAYS

(/ FIRE TRAINING FACILITY

MARCH AIR FORCE BASE

CALIFORNIA

SP K PROJECT NO. PCZP932502

SACRAMENTO DISTRICT SPECIFICATION NO. 9237

SACRAMENTO DISTRICT

CORPS OF ENGINEERS

U.S. ARMY

SACRAMENTO, CALIFORNIA

.. IJl'CJ •• __ ... .,.._._,-.

BY II~

DEPARTMENT OF TH[ ARt.IY SACRAlllllEJllTO [llSTR!CT, COflPS IJ' El'IQNURS

SACSl.llMENTO, ~,o.

""""" 8$ ltf-/!lE MARCH AIR f ORCE BAS[ CALIFORNIA

FIRE TRAINING FACILITY

TITLE SHEET

A

B c

D

Attachment 6 to FA466421B0002

FUNCTION ANALYSIS - VE PAYS

ff~ ~L -

0 •

DRAWING

NUMBER

FILE

NUMBfR

SHEET

l<EF

G-1

G--2

CC-1

er -2

CC-3

CC-4

CC-5

C-1

C-2

I ND[X DF DRAWINGS

PROJlCT LOCATION PLAN

R[ MO\IAL Pl AN

GEDME_TRIC PLAN

GRADING PLAN

STANDARD FENCE DfTAllS

SITE_ CONTROL PLAN

EXCAVATION PL AN

1--~~~~~~1--~~~~~-t-~~~-1-~~~~--~~~~~~~~~~~~~~~~~~~--l

10 C-3 DfTAILS

" C-4 BURN PIT BERM DETAIL

12 C-5 BURN AR[A SECTION

13 C-6 SECTIONS

14 C-7 WATER CONSERVATION POND

H-1 UTILITY SITf PLAN

16 H-2 ~ATER SYSTEM DETAILS

17 H-3 DETAILS, SEWAGE LJrT STATION

18 A-1 FLOOR AND ROOF PLANS

19 • 2 [XTERIDR [L[VATIDNS

20 A-3 SECT IONS

<'I ·-· SCHEDULES AND DETAILS

22 A-5 SMOKEHOUSE DlTA!LS

23 s- 1 STRUCTURAL NOTES

24 S-2 DRAJNAGE STRUCTURE AND VALVE Plf DE_ TAILS

S-3 ELEC sue. RACK AND LPG TANK PAD

26 S-4 CONT RDL TOllE R

27 s ; SMOKEHOUSE FOUNDATION PLAN

28 S-6 SHO~EHOUSE CMU WALL AND roaTING DETAILS

S-7 SMDKtHOUSE. STAIR DETAILS

30 AS-I TOP PLAN AND NOTES

31 AS 2 E.lEVAT!ON AND DETAILS

32 AS- 3 PART JAL PLAN AND ELE.VATIDNS

33 AS-4 FRAMING PLANS AND SECTIONS

34 AS-'5 SECTIONS, VIEWS AND DETAILS

35 AS-& SECTIONS

1 1 1 2 1 m -------------------------------------------------

DRAWING

NUMBER

FILE

NUMBER

SHElT

REF INDrx OF DRAWINGS

P-1

P-2

P-3

P- 4

FACIL !TY FUNCTIONAL PLAN

BURN PIT WATER PIPING

VALV[ PIT WATER PIPING

CONTROL TOWER PLAN _____________________ ___,

1--------+--------r----t---------------------~------j

PP 1

PP-2

LPG REFUELING STATION

LPG TANK AND f ITTING DE.TAILS f------+----------j-----t-------- ----

42 H-1 SMOKEHOUSE MECHANICAL PLAN

AH-I A[RFRAMf PROPAN~ PIPING PLAN

44 AH-2 SE.CTIDN AND DETAIL)

45 AM-3 ~tCT!ON AND DETAIL~ >---~--~-f------~---1-~--t-- _ _. -------------------- -

'46 AM-4 SPRINKLER SYSTEM AND [}[TAILS

f---- ----1---------i--- --- ----- -~-~

E.-1 ELECTRICAL SITE. LAYOUT 47

1--------1----~----1'------+

<B E-2 ONE_ t !NE DIAGRAM ------- ---------~--- ____ _, 49 E-3 CONTROL DIAGRAM

~------~------------------------j

~o E-4 EXCITER PANEL AND CLIMPUNENT SCHEDULE r--~-~~--t--~-~-~~-t~--~-t~--~~--~~~~~~~~~~--~-~~~-~--~-~

51 E-5 A(f<'fRl"IMf POINTS or CONN[ CT IONS

02 E -6 [MEFi'G[N('r' STOP DETAILS t--~~~~~~+--~~~--~-t-~~~-r-~~~~--~~--- ---~~~--~~~-~~~~~--<

53 E 1 LllCTRlCAI DETAILS r--------+---- ---- -------------~- --~~-j

54 (-8 PRIMARY 1:.LECTRICAL DllA!LS >-------f--------t-----+---- --- ---------<

-=is E 9 L IGHTINC. DETAILS 1--~-----t--------+----'>--~- -~- ------ - --

56 l-10 CATHODIC PROTECTION LAYOUT

:Jl E-11 CATHODIC PRUTlCTJON DETAILS f-------+---~------lr-----t---~-------------s8 [ I? CATl-!ODIC PROTECT ION DETAILS

--~~~~~~~-~~~-~~~~--~~~~-j

59 [-13 SMOKEHOU~E E.llCTRICAL

1-------+--------t--r-~~~~~~~+-~~~~~~---jr--~~~+-~~~~~~~~~~~~~~~~~~~~~~--~~~~-<

SAFETY P A_YS _ 4

I

A

B c

I\ I\

•• • • D

~~=~- ---~ --~--H UR H~E BASf

BS .-C

D[P.tr.RTMfNT OF TI-IE ~

- FlRE. TRAINING FACIUTY O r WTUJMISDN

INDEX OF DRAWINGS

'Jalf1[lt 1111£

-- /} :/ p ~ ~"';;J"'- '!>

9:ZJ7

"'ll-2 224-25 5:'>9

~~ r: . \ I

I , -·e-:1

- "'1 . '1'.J ; ' ' I

FUNCTION

.r,• ' 11=""

..F"\

VE PAYS ANALYSIS -

,;==- ,,.=, ' ,. I I

' r it~ J

:b,,.

~ § ~ 1' (~i f\ 17 '., 711\\ ,:•,,fl'·~· i' £1 ··~ -

SAFETY :p A YS l

I

I \ I

I I I

?LAl\l -~- I OC~TICN '"' ,...,C>Q -·_,I - -~ lfl(T" ...

- . . ..., - ' '-S ~!":".":

!La! ·>l.S-

I

I I i I I

I

I

I

I I I

I I

I ' ' ' I I I

':' I I I I

0 • . "

• 0

' l ; -s ft r I/

I EXISTING ASPHALT ACCESS ROAD

SA WC UT fXISTING ASPHALT BID OPTION ITfM #4

DE t.IOUTION OF EXISTING ROAD /

AND NEW ASPHALT ROAD

BID OPTION fTEM #4

~p

2-1 /2" UNDERGROUND LIQUID I

LPG LINE. TO CONTROL TOWE.R i

I

NEW

FUNCTION ANALYSIS - VE PAYS

DEMOLISH AND DISPOSE

/,f' _/,,OF ASPHALT PAD

~&$j~

FlRE '°'YDRANT

4• C900

UNO[RGROUND WA.TER SUPPLY

FACILITY FUNCTIONAL LAYOUT

SCALE 1· =so· o·

FENCING

I

OUNDARY FENCE"

la SAFETY PAYS __ f:J

#9

WATER CONS[RvATION ~ONO \ I

I

I I I I I

CONTR,ACToR·s

I LAYIJOWN AREA

I I I I L - ~-

_J

I I I x I I I I I y I I k x

EXISTING

D

" [J

El

8.S. l.IHIT~ a r Wll l !AHSDN

~t2ul-

..)R VICKERS

N

LEGEND

ENVIF'ONMENTAL

WARNING SIGN

STA81lllfD ACGREGATl

SURFACE COURSE

WS

FE-5 FENCE - 6 FT FABRIC -~

WONUME:NT

D~OP INLET

UG COlill.!UNICATIONS 51GN

CONlRETE PAO W/ACCESS HATCH

ANO ABANDONED RU~AY LAI#'

ABANDONED RUNWAY '-"MP

TR,1,NSFORMER

EU::CTRICAL MANHOU:

TE.LEPHONE. MANHOLE

UG COMt.!UNICATIONS

TtLEPHQNE P(OESlAL

SITE SPECIFIC INFORMATION

A

B c

• • D DEPARTHENT or THE ARMY

~.....,.TO D!Sfll[(T, CllRf'S IT (i.;!"CEI!

o;;.r.a::l!'-:NTll CALln:-IA

MARCH AIR rORCE BASE CALIFORNIA

FIRE TRAINING F AOUTY

REMOVAL PLAN

1 ..

-w1 u • -. - . , 'i y f/ f/ El.=1499.14 N I E 62!l8905.29

WARNING IGN

CC.3 C

WP 2

N 2265935.58 E 62590-48 42

WARNING SIGN

LP CAS TRUCK

UNLOADING STATION

CENTER COORDINATES

N 2265738.2 7 E. 6259218.81

LP GAS STORAGE TANK

CENTr.R COORDINATES ,.. 2255704 .)4 l 5159700.5, +/- 80'

~: c':j':}' '"C, ~ O

CONTROL TOWfR

CENTER COORDINATES

N 2265601.02 [ 6259230.50

EDGE. Of AGGRtGATE PAV[l.t[NT SURFACE

WP-1

N 2255660 g5 [ 6259269.69

I I I I

VALVE PIT--

FUNCTION ANALYSIS - VE PAYS

N 2765759 15 44 .54

N 2265721.89 2 441

FEN(.ING

N 2265547 46

Wit..TER CONSfRVATION POND

FACILITY FUNCTIONAL LAYOUT E 5259685· 79

SCALE.1· -40'-Q"'

2 113 SAFETY:3PAYS_ CJ

US.CE. BRASS OISK-1990

224-16

L 148 4 N 2261770 27 [ 5259965 33

I ~I I

I I x x

- N-

SCALE ,- ~ 40'

•<r 0 .a· BO' c= =

LEGEND

EXISTING NEW WORK

BUILDING ml AGGRtGATE SURFAC[ CJ

D lfrilfW ASPHALT ACCESS ROAD Q

& MONUMENT

7 AGGREGATE SURFAC( COUR'S[

r'.OYPACTEn TO 1003

0 N;GREGATf BASE COURSE

COMPACTED TO 1007.

6"" SUBBASf COURSE COMPACTED TO 95:l

1 'l' SUBGRADE

COMPACTED TO 9.37.

STABILIZED AGGREGATE SURFACING

f'AVEMENT SECTION

S BITUMINOUS CO!i!SE -

4· AGGREGATE. BA.SE COURSF

COMPAClED TO 98Z

15" SU88ASE COURSE

COMPACTED TO 95:t

1 7 SUBGRADE

COMPACTED TO 957.

ASPHALT PAVING SECTION

A

B c

•• • • D

B s_ Wl-lfTf MARCH ~R FORCl 6'1oS(

D£PAATM(NT or THE 1'RV'( ~[)11!;1111:T-~Cll'~

FIRE. TRAINING FACILITY

GEOMETRIC PLAN

ftC.... 9237 .... ~~

CC-3

274-25-559

' 0

SAWCUT EXISTING ,oi.SPHALT (t.4ATCH EXISTINC) EllD OPTION ITEM /14

I I

I

BOLL.ARD

(T<P.)

l /'L UNDERGROUND UQUIO ~d LJNE TO CONTROL TOWER ~

•/- BO'

I I I I l_ •

FOR DfTAIL OF PIPINCP~N4 - ~ THl~REA Sff owe. y

CONTR TOWER (SE~ 0~~·6i-J) •

TOP OF OOIING EL. -14

J BOUARD

CC4 C.3 (T'l'P)

1493 63

PROTECT EXISTING CONCR~ ss~~:s

AND 15· OF ASPHALT ON

RJNCTION ANALYSIS - VE PAYS

f •93.30 l~ISH FLOOR

L -94 42

I I I I I I I I

J, I

I

I

I

I

'- ---.NEW FIRE H'l'DRA.N:T~l_[ ____ :o~-~cc=::=~~~=~~=~~~~":C:::::::l::~::~t::::::::::::::j;::::::::::::::::::::::::::::::::::::::::::::::::::•'~p;p::::::••= D N

1494 18 l 494_ 7'2

NEW 4· C900

UNDERGROUND

WATER SUPPLY

1495.81

1496.31

TOP OF CURB

VAL VE PIT __ _:;:=11/i'---~

1495 81

94 ____ _

FACILITY FUNCTIONAL

2 'ml

C BURN PIT DRAIN

f5" PV.O HOLDING POND LINE l \

I J

I I ob I I I I I

I /- : ------ ______ I __ _

I J, I ------~~i~~:--_,;--------i

LAYOUT

I

I I I

'.;' I 'fJ.I I u I

"' I u

~I I .:. J, I I

I I

FENCING

,1

I

~W~A~T~E~R-~CO~N~S~E~RV'.::'.'.:ATI~O~N~-"'-C POND ~

, CC4 C7

."'--- NEW ft' PVC

DRAIN UNl

Sfw.a.cr LJF'T STATION

1495.24

CC4 H3

EXISTING --

A

0 ,.

II]

El

SCALE: 1· :.o 20"

'o· 0 20' 40'

LEGEND

NfW WORK

ENVIRONMENTAL

WARNING SIGN

STABIL IZfD ACCR(CAT[

SURFACE COURSE

FI-S FENCE - 6 FT FABRIC

MONUMfNT

DROP INL[T

UC COMMUNICATlONS SIGN

.AIRCRAFT ANCHOR

CONCRETE PAO w/.e.cce:ss HATCH

ANO "8>.NDONED RUNWAY LAMP

A8AN00NE0 RUNWAY LAMP

TRANSF"ORt.tfR

E1.£CTRICAL MANHOl..E

TELEPHONE MANHOLE

UC CO,,.MUNICATIONS

TlLEPHONE PEDESTAL

POwfl~ POLf

UQNITQRINC WEU

"' ws

51Tl SPECIFIC INFORMATION

MARCH AIR FORCE BASE

FIRE TRAINING FACILITY

a. f. '9'fLL[AHSUN

J.R VICI([ RS GRADING PLAN

<rAt AS NOTED ftC .._

A c

92J7

LLI

a

0 . -;;, SWINC CAT( DETAILS

NO 7 COIL.ED SP~INC Fl(INFORCING Wl~E

~r

FUNCTION ANALYSIS - VE PAYS

CH,6.IN LINK

FABRIC,

NO_ 9 GALV 0 AL UMIN UM

BRACE

b

~~tE~ll===~~=~=~

,.[ II

COATED STEE WIRE_ 2• MESH ' ~

L

!RUSS ROD & BAND

>1'-4-lCONC. FOR 4" POSTS OR LES

UNE POST

1(/'MIN CONC

LJNf POST

&CONCFO:,:~~;.po~~-""-:-·---->---~lTIPUS OF 10'-0"- --+::_ _ _.cE"N"D'-"BA"''-''"o·_-.,,<f ___ --j

24' WIDE DOUBLE GAIT fOR PROPANE

TANK ARE:A

GATE

KEEPER

(TO HOU! GO.TE" ~N)

CLAMP FOR BRACE RAIL

ROUND POST

CHAIN LINK FABRIC FENCE

SCALE J/8'" ~ 1·-rf

TWlSTtD "1110 BARBED FlNISH TOP AND BOTTOM

SALVAGE' DE1AIL

NO SCALE

FABRIC

STRETCHER

BAR TO ENCAGE

EACH FABRIC UNK

OR GATE POST

~~-m

F~R'C Jl::

WIRES TIES FOR

TOP OR BRACE RAIL

*1'- SEC~N

~lOW,REOR

~- '[£0 SPR,_0 \¥IRE

RfTCH(R 81\R tRE. SIMILAR)

RRIAGE BOLT

#6 GA STfl_L WIRE.

OR 0. 1 44" Al..UMtr-IUM WIR~

BAND FOR WIRE STRETCHING PLAN AT BANDS

FASTENING DETAILS FOR TUBULAR POST

ROUND POST

LINE POST ATIACHMtNTS

NO SCALE"

2 IC] SAFETY_ PAYJ3

LATCH

ASSEMBLY

POST HINGE

I I

DROP BAR

ASSEMBLY

SWING GATE

NO SCALE

A

B

GATE FRAME HINGE c

DETAILS

• • D

8.$ WHIT"[

-0. T. WILLfA14150N

JR IACKfRS

DEPART~ENT ~ THE ARMY

s.t.CJtl.W£KTO 0!'5TRICT, COR'P'S Of [lolG»t(E.R"i

SH::RAM£NTO, CALIF~

~H ~R FORcE SA.SE CALIFORNIA

FIRf TRAINING FACILITY

STANDARD FENCE DETAILS

.....e- 111.11 -.r: AS NOTED 7rC """· 9237

1 ;:'::frr-:"::::'~'_,I(~. /(,~~ ;;:i,., f .l "'(; C - 5 ~ ~ '- -- 7 0 , 5 224-25-559

N .

FUNCTION ANALYSIS - VE PAYS

STEEL CABLE FOR

EMERGENCY s.HUT

OFF VALVE

HIGH CAPACllY TRUCK

UNLOADING STATION.

N LINE & 2" UNDERGROUND •

3" UNDERGROUND LIQUID~

VAPOR UN[ ;;. ,, .,

FE.NCI NG

10,000 GAL

l P GAS STD RAGE N-2265704.34 E~6259200 51

LPG TANK

I I I I I

2-1 /2" UNDERGROUND LIQUID ~

LPG LINE TO CONTROL TOWER I

I I I I I I I I I I l • rDR OETAIL OF THIS AREA Sff

PIPING IN -----~~ /1

DWG P-4 / .lf I t.""_~I

CONTROL TOWER

N~2265601.02 E~6259230.50

GENlRAL NOTES:

{SEE DWG. S-3) "_j •

ALL EXCAVATION OPE~TIONS SHAU.. BE PERFORMED SO THAT THE

SITE ANO THE AREA 11.AMEOl.b.fE._LY SURROUNDING THE SITE WHICf.f AFFECTS OPERATIONS WIU BE CONTINU.b.LLY AND EfFFCTlVELY DRAINED TI-IE CONTRACTOR SHALL PROVIDE DfWAT[RING AS REQUIRED SO THAT All

FOOTING EXCAVATIONS ARE ACCOMPUSHED IN THE DRY ALL FOOTING

EXCAVATIONS SHALL REMAIN OflY ANO FlRM UNTIL FOOTINGS ARE PLACED AND 8ACl<flill0 DEW.AfERING OF SURFACE WATER. THE GROUND WATER

TABLE, ANO/OR ANY PERCHED WATE.R CONDITIONS WHICH MIGHT BF

ENCOUNTERED DURING EXCAVATIONS SHAU BE ACCOl.IPUSHED 8Y ANY ACCEPTABLE. '-IEA!llS .A.S APPROVED BY THE CONTRACTING OFFICER_ SEE SECTION: EXCAVATION. FlWNG ANO B.A.CKF\LUNC FOR BUILDINGS, BORR'OW l.IATERIAL WILL BE P~\110(0 FROM AN OFFBASE SOURCE SFL FCITD BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFlCER.

THE OFT'BAS£ OISPOSAL SITE SELECTEO BY THE_ CONTRACTOR MUS'J BE

APPROVED BY THE CONTRACnNC OFFICER.

f"H( PROPANE TANK AREA SHALl BE ENCLOSED BY A s· HIGH fENCE. TYPE. Fl-5, WITH 14" WIDE DOUBLE SWtNG GATE (TwO 12' !..£AVES). SEE SH. CC-5 FOR DETAll 5

BOLLARD

(TYP )

HIGH CAPACITY

RE.FUE.LING STAnoN

BOLLA.RD

(TYP )

n 10J.J:?

SEE SHT_ FtEF NO E-2 FOR LOCATION OF fiECTRICAl SERVICES RACK

APPROVED HAUL ROUTES.

fl EVATIONS ARE BASED ON THE_ INVFRT FL E'VATION OUT FROM THf_ 8URN PIT DRAINAGE STRUCTURE

AS THE BENCHMARK ELEV. 98.52

ALL ELEVATIONS ON SH. REF NO C-1

THRU SH. RES. NQ_ PP-2 ARE TO

8E ADJUSTED BY {1392.79')

ORIENT AIRCRAFT ON A

8E:AR1f"G OF N 4-4.)"'42"' w

BURN

I i

BURN PIT

DRAIN

EL 10JJ2

£.L 10JJ2

~~s

OF NEW BURN PIT

N~2265~"7 46 E ,.67~94J2_09

FACILITY FUNCTIONAL LAYOUT

SCALl 1/lfi" ~1·-Q""

6 .. PVC BURN PIT DRAIN

LINE TD HOLDING POND

£J. 102 70

[L 102 70

WATER CONSERVATION PONO

r~, I I

CENTER COORDINATES OF

NEW CONS[RVATION POND

N=2265547 46 E=6259685.79 lfL94JOI

El 102 70

EL 102.70

12' WIDE: DOUBLE SWING G.t..TE

2 - 6' L£AVES

A

B c

SEWAGE LIFT STATION ~-J

SEE SH. CC-5

85 WHIT'E'

-0 T WILUAAl50N

JR VICKFRS

SCALE': 1/10' ~ 1'-rf' 1e· o I 11I11I1 I

16'

I

•• D D(F'ARn.tfNT OF THE ARMY ~ DISTWICT, CORPS ~ o.;;.i£(A'S

~0.~()Rml, t.IARCH AIR FORCE BASE CALIFORNIA

FIRE TRAINING F'.A.CIUTY

SITE CONTROL PLAN

224 -25-559

0 •

N

I 'I

102.0

TOP OF SLOPE 102.0

97.37 o.s3SLoPEI ---

102 0

FUNCTION ANALYSIS - VE PAYS

102.0

TRENCH CENTERLINE {~

~-r

TOP OF

SLOPE

216 45'

CENTER or POND TO

CENTER OF BURNPIT

317.62'

I 92.55

I

EXCAVATION PLAN

NTS

102.0 l _0 V: 2 0 H

SLOPE

ow

NO..

>V1

V· 2.0 H

SLOPE. I

7J 00'

TOP OF SLOP£

102.0

WIDTH OF £XCAVATION

12 oo· WIDTH or PONO

I I

I I

I

DEPTH VARllOS

~~ ~T~ENCH SECTION

NOTE:

SEE SH. REF"_ NO. C-1 fOR ADJUSTMfNT

OF FL[VATJONS.

2. CENTERLINE OF TRENCH SHALL BE ALONG

N 9CTOO'OO" £. THE ~OCK UP SHALL BE

ORIE.NTATED ALONG BEARING N 44·34·42p W

A

B c

~ .. • • D

B.S WHITE

Q_ r_ WILUAIJ50N

DEPARTMENl OF THE ARMY S.0.CRAIKl'ITO DrSTR'ICT, CORPS Of E.Nl'.il!'CL~

SM:RANOflO, 1;.A1.lf"0.-:..1A

MARCH MR FORCE BASE CALIFORNIA

FIRE TRAINING FAOUTY

J.R. ~CKERS EXCAVATION PLAN

WARNING

FIRE

Df PARTMfNT

TRAINING AREA

KEEP our

I ZJ!f

1.SCJ"

2.6.s'

1.~8" TYP

0.9T TYP

COLORS

WARNING - RED

OTHE"R LFTrfRS ~ BLACK

BACKGROUND - WHITE

LITTERING STT'LE - HELVETICA MEDIUM

STEEL TEE POST

TOP OF GROUND

FUNCTION ANALYSIS - VE PAYS

WARNING

ENVIRONMENTAL

LINER IN

THIS PRE.A

CONTACT BASE

E.NGINE.ER BE.FORE

D1CG1NG

I 23~ 15v 26,1'.

1.St;

o.g:;.

TYP

TYP

COLORS

OTHER LITTERS - BLACK

BAcKGROUND - WHITE

LFTIE RING ~l'l'LE - HELVETICA MEDIUM

STEEL TEE POST

TOP OF GROUND

b

N 'o

' ' h h

I ·- -·· I r DOME Flll POST WITH CONCRETE

A

PAINT .- TOBACCO BROWN

4· OIAMETE.R-

SCHEOULE 40 STEEL PIPE

CONCRETE FOOTING

B

WARNING SIGN DETAIL WARNING SIGN DETAIL cc@ BOLLARD DETAIL

LI.I

0 •

NTS

COMPACTED FILL ~GROUND SURFACE

CfOTFXTILf FILTER 13 8. ::=II' FABR'~ . . ~E=ll I 11#11™'fdii, ~~~Tr?''

6" 1J.. PVC-...........__ ~HIGH 0£N$11Y POLY(THYLE.NE. (HDPl) DRAIN/ UNER (60 Mil THICKNESS)

~_ ......................................................................... ""O~--DRAINAGE NET o SAND~ ~

HIGH DE.NSITY POLYETHYLENE_ (HOPE)

\ LINER (60 MIL THICKNESS)

"'--GEO TEXTILE FILTER FABRIC

@PIPING TRENCH DETAIL

C4 CJ NTS

NTS

WELD LINERS

TOGETHER

CCJ,P

WELD LINERS

TOGETHER

@BURN

NTS

PIT LINER CONNECTION

C4 CJ

DRAINAGE" NET

60 ~IL

HOPE

LINER

60 Mil

HOPE

UNE-R

WELD LINERS

TOGETHER

DETAIL "B"

150 Mil

HOPE LINER

PIPING TRE.NCH-HOLDING POND

LINE.R CONNE.CTION

~-----------~-------2 ______ m ___ S~F~TY PAYS 4

NTS

c n n D DEPARTMENT Of fHE AR~Y

SAi:~ DISTRICT. CORPS Of" ENGll'ffERS 'i.IC-0. CAIJF"CI.., CALIF.JRN~ nR[ TRAINING FACILITY

DETAILS

NONE. ~ .... 92J7 - -~ C-3

10 OF 5 224 25 559

N .

1i

BURN Pll SURFACE.

fl_ 101 52

N ., [L 103.02

COMPOSITf

HOPE UNER

c 3

9' x 9'

FUNCTION ANALYSIS - VE PAYS

EL 103.35

2· 1 SLOPE

BURN PIT UNER CONNECTION

END DRAINAGE Nfl

- PROVIDE WATER TIGHT SEAL

0 PIPE PENETRATION

DETAIL OF 6" DRAIN PIPE

THRU BURN PIT BERM

2'

1 O" HOPE LEAK MONITORING STATION

WITH CAP. I

4~ CONCRETE PAD WITH

6~ X 6'" - W 1 4" X 1.4" W.W.F.

El 103 02 r-HOLDING POND ANCHOR

FOR DETAIL SEE. RE.F

SHT NO C 7

E"L 102.87

E.L 1(13 ".>2

El lOJ 02 ll DETAIL 2

HOPE LINER

~ ~--E_L_1_0_3_2_7 ___ _..

-! 11=- - I==! I!~-·--~-·--~~

'Ill IE= / .r::clli=, .=JIElll= COMPACffD FILL I El 11 I

,11-111-111- ...

ccffiJli~ 11~1 f-

D.507o

SANO

#ij1 I tfl1mm-fil- _

EL 95.07

\EL

w

92.66 i~ w

"' "" z

" " 0

0 0

0 0 z z 2· w 3· , '-4" 3' w 2·

PIPING TRENCH SECTION

N.T S.

--------- CONCRETE PAD

2'-B"x 2'-8"1C 6"' T~ilCK

"'---- 1 o· DIA PERFORATED HOPE

PIPE WITH END CAPS. WRAP

WITH GE"OTE"XTILE" FILTCR MTL

INV_ El 94 82

E.L 1 02 70

EL 94 06

INV EL 94_72 AT OUTLET

PROVlOE WATER TIGHT SEAL c::---___@ PIPE PENETRATION

END LINfR

fl. 107.52

1- AGCRfGAT( SuRrAcE COURSE

COMPACTED TO 100%

er AGGR[G.A Tr BAS[ COURSE"

COMPACTED TO 100~

0 ';UBBASF COURSE"

------- COMPACTED TO 957.

12- SUBGRADE. COMPACTED TO 9Jh

FILTER rABRIC

PIPING TRE.NCH 4

r--- e{"0 PvC DRAINPIPE.

Fil TE.R FABRIC

CO'-'IPACTED SOIL

GENERAL NOTES

1 $(.( $P(CIFICATIONS FOR BACKFILL t.IAJ!_RIAL RE.QUIRE.t.IE.N""Pj

2 FINAL GRADES SHALL er +/-1/7 OF ELEVATIONS. SHOWN 3 LINER SHALL BE LAID OUT AND INSTALL:::D SUCH TrlAT SURFACE

IRREGULARITIES WILL NOT IMPEDE DRAINAGE ACROSS SURFACE.

UN(R SHALL B( LAID OUT LOOSE.LY. NOT TIGHTLY $TRE1CHE.O.

4 DRAWING SHOWING LtNfR LAYOUT AND JOINT DCTAILS SHAL.1 er

SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO INSTALLATION.

5 SEE STRUCTURAL DRAWINGS FOR CONCRETE ANO REINFORCING REQUIREMENTS.

RADIUS CORNERS or All PA.OS A MINIMUM Of 1· WHEN IN CONTACT wrn-1 HDPf UNfR

5 WHERE HOPE LINER IS IN CONTACT WITH SOIL MATERIAL A MIN. OF

'5' OF SAND SHALL BE PLACED BETWE[N SOIL M.t.TERlAL ANO LINER_

7 ANY BACKFILL PLACED UNDER LJNER AREA Sl-W_L BE COMPACTED TO 90% "4AXl~UM DE.NSITY_

8 5~ DIA DRAIN PIPE ~AITRIAL SHALL Bf PVC SORJ5

9 SAND Uillll[O IN TH[ BURN PIT, PIPE. rR[NCH, ANO WAl'(R CONS(RVATIQN PONO

SHALL BE A CLEAN GRANULAR WATERIAL ANO SHALL BE GRADED IN ACCORDANCE

WITH THE LINER MANUF.t.CTURE'S RECOMMENDATIONS .lriO SH..l.Ll CONSIST Of CONCRCTE FIRE AGGR[GATE (ASTM C.33 PARA_ 5). FREE fRO~ SILT. CLAY. LOAM FRIABLE OR SOLUBLE MATERllY..S ANO ORGANTIC ""'6.TIER. THE SALT CONTENT

SHALL BE NO '-'!ORE THAN 1 PERCENT BY WEIGHT AND THE WATER CONTENT SHALL

Bl NO MORE. lHAN 7 PERCE.NT AS DE""E.Rt.ilN(D BY ASTM 0 2216

10 DETAILS Of LIN(R CONNECTIONS AND P[NCTRATION SEALS SHALL sr SUBMITITD

TO TH[ CONTRACTING OFFICE.R FOR REV!E.W ANO APPROVAL.

NOTE:

SEE SH. REF. NO. C-1

FOR ADJUSTI.IENT OF

ELEVATIONS_

A

B c

~~~~~~·~----------i~~--------~~--io

·-8 S WHfTr

DEPARTMENT OF THE ARJ.O'

~ CISTit!C'r. COA'PS OF OCW"rRS

SM:IWiKMTO. C.t.l.IFORNIA t.!~.RCH AIR FORCE BAS[ CALIFORNIA

- FlRl TRAINING FACILITY 0 r_ WIL_l...fAM$0N

JR VfCKf RS BURN PIT BcRM DETAIL

""11; SAL NON[

P¥:~--::': -¥-/bf~~· c 4 ll'K

224-25-559

LLI

DOUBLE LAYE.R OF FILTER

FABRIC CONT. AROUND PIT

BETWEEN HOPE. LINER AND

ARRFGATF BASE. 4' 10' S6'

SEE SH. REF NO C-6

FOR TRENCH ANCHORING

·tri·' lrrtl lm~ 11 111n 1 111nr

6"SANO

LINER SHAL l BE COVERED

ANO WELL PROTECTED AGAINST

DAMAGE FROM EQUIPMENT

DURING CONSTRUCTION

ArTER LINER IS IN PLACE

ONLY HAND HELD TOOLS

ARE PE.RMITICO ON LINER

SURFACE

1~ CH.4.MFE"

ON CORNERS

~ ., ."• r,:.

GE"OTFXTJLE

FILTER FABRIC

FUNCTION ANALYSIS - VE PAYS

COMPACTED CRUSHED AGGREGATE.

(1-1 /2" 9f TYP)

PLAC[ GEOTEXTILE FILTE_R

FABRIC BfTW[[N STONE AND SAND

0111-ITT-11

56'

El 101 _52

@BURN

NTS

ARrA SECTION C Cl

E._LlOJ52 10'±

2" AGGRE_CATE SURtACE COURSF COMACiED TO 1003

6" AGGRECA ff BASE COURSE

COMPACTED TO 1 00:%

ff' SUBBASE COURSF

--- COMPACTE_O TO 95%

- -------- 17" SUBCRAOE. COMPACTED

TO 9.3%

NOTE:

SEE SH. RtF. NO. C-1

FOR ADJUSTME.NT OF

EL fVATIONS

EXTRA Fil TtR FABRIC

I' -1 - - -:::1rr-m-c

±Li''

B''

A

EL 102.00

/ENO OF LIN R

/ E.l 102 2

ENO DRAINAGE. NtT

SAND

o SAND

SOtL

B ffi BURN AREA O[TAIL c 5 NT:.

c

• ! I ; •:

··:.···-..:-:-. "' I

GEOTEXTILE

FILTER FABRIC

HtGH DENSITY POLYETHYLENE (HOPE) /LINER (60 Mil THICKNESS)

,,,.,.;,.,,.,,;,,""'.m""',;,,,""'mf""".,:=s~A~Nmo"""""'"="=""'""""""""'"'l;.'--- DRAINAGE NET

COMPACTED SOIL

:,'t.L!

0.

0[ T6!L_ ill HOPE LINER ANCHOR DETAIL BURN AREA COMPOSITE csc NlS w LINER/BEDDING

CS 5 NTS

2 Cl SAFETY PAYS

60 Mil HOPE LINER

0. T WILLIAMSON

JR '.ACKERS

·~ •• D

DEPART'-A~NT OF THE ARMY

SACRAMOITO DtSrR1CT. CORP'> Of E.NGINI fRS S-.Clf....,fNTO. CM.!fO""-""

MARCH AIR FORCE BASE CALIFORNlA.

FlR( TRAINING FACILITY

BURN AREA SECTION

FUNCTION ANALYSIS - VE PAYS

COMPACTED CRUSHED AGGREGATE

{ 1 -1 /7• TY'P ) srr SE"CT. 02241

OF SPECIFICATIONS.

PLACE rlL T[R

FABRIC BETWEEN STONE AND SAND

ND OF INER

EL 1 2

DOUSLE LAYE"R OF FILTER

FABRIC CONT AROUND PIT

BETWEEN HOPE LINER AND

AGGREGATE BASE.

• rtlNGE OETAILlr.Jc,-;:)-~

•. 10'

@BURN

C1C6

SAND

LINER SHALL BE COVERED

AND PROTECTED AGAINST

DAMAGf FROM [QUIPMfNT

DURING CONSTRUCTION

AFTER LINER IS IN PLACf

ONLY HAND HELD TOOLS

ARE. PE.RMITIED ON LINER

SURFACf_

AREA SECTION

NTS

rwo_c'_'_'_'·---"~ 10·-s- - l I

Ef STEEL PIPE. -+~f )t~,~-.~,~-·~·~ 1·~-~~~r~~~~;:r'""""'• •· o· TUBE STEE'l @ ..> SLIDING

'SJ S". 1/'4-- BOLT

TUBE STEE'.L

FINISH GRADE

t====:

CQNCRE"TE: FOOTINC

2' J 2· lj NOTES-

1_ PRIME ANO PAINT ALL MrTAL.

2. ALL STEEL TUBES TO 8[ 1/4- TrtlCKNE.SS_

4'±

ENTRANCE GATE ELEVATION IN OPlN POSITION

PLA.N VIEW

t/4- THICI< ST EL PLATE 'Sx 1 WELDED TO STEEL ROD w/1/r

FOR LOCKING

SLIDING BOLT

NTS

1 /-4-" PL.A TE WELDED TO ENO

OF 5TE.[L TUBING - PROVIDE

r CLEARANC[ BETWEEN ENDS

~-~-- 1 1/2'"• 1 1/2'" TUBE STEEL SLEEVE

1 1/2'"• 1 1/2'" TUBE STEEL SLE[l.I[" WELDED TO CATE AR~ w/ 1· SLIDING ST[[L ROD Y-g' LONG

STEEL ROD

17'

1/4- THICK STEEL PLATE I 1/'E'x t" WELDED

TO SLEEVE ANO GATE ARM W/1/'2"

H()L.£ roR LOCKING

DETAIL FOR DOUBLE GATE LOCKING

SC.ALL 1°= 1· rf

HDPf LINfR

6" SANO

FIL TfR FABRIC v- 2- 1" Slff:L PIJl,TE

E.ND HOPE. LINE.R

COMPACTED FILL

E.NO FILTER FABRIC

,. 2· PIPING

TRENCH

.. Y BURN PIT

~{4')~•---l-'B~U~R~N'-'--'A~R~E=-A AND TRENCH

~ NTS

a" DIA_ EXTRA STRONG STEEL PIPE rll.,LEO ll;f/ CONCRETE AND CAPPED

W/ 1/4' PLATE.

,- STE"E"l PLATE" guT AND WE"LDE"D

TO FIT AROUND B PIPE.

ln STE"E"L PLATE" CUT AND

WE_LDE_D TO FIT AROUND 4" PIPE .

T rx 5·)( 1/4-

3/16.. TUBE STEEL

POST DE. TAIL

N f.S

1 1/8" DIA. A307 BOLT

GRIND SMOOTH ALL WfLDS

3/16"

6.. TUBE STEEL

1" STEEL PLATE 1

PIPE ~2·-s- 3"x S)( 1/4" TUBE

STffL BRACING j~~~=---

CONCRETE FOOTING

NOTE. All TUBE"S TO BF 1/4-

GATE HINGE DETAIL

MIN. fl. 102.00 A

'/.V ~COMPACTED FILL

-~»-- Fil TfR FABRIC w,"/

~' HD Pf LINE"R

FILTER FABRIC

FILL/UNDISTURBED SOIL

ANCHOR DETAIL

B c

1--'-"---+---+-~~-------------'--i--l

BS ~HITE

Q_ r. Wll LJ.AMSON

.J.R VICKERS

" " D OE_P~Rl~ENT OF THl ARUY ~ DISTRICT. COflf"S Of [~[lYS

~RAWOtTO ~IA

MhRCH AIR FORCE BASE. CALIFORNl.4.

F1RE TRAINING FA.CIUrt

SECTIONS

NONE

1---!:~"""~'Af(~-LJtfr~;.e.p <>!_,.loJ. ""'" ~ C- 6 ~,224-25-559

1 J OF 5

LI.I

i_

' ' u

FUNCTION ANALYSIS - VE PAYS

72"

36' C/l POND

36' L 102 70

EL 102_70

20' 20'

T(P TYP

EL 94 70

L 94 70

EL 9'*_30 ~ PVC DRAIN PIP( ~ ~--- -~----~-

C/l POND

0 PVC DRAIN PIPE

OUTLET INV [l 94 72

IEL 102.701

EL 94 0

,._rf ...... If I lAD ER

EL 94.70

EL 102 70

SEE INLET DCTAIL

frtJ PVC DRAIN PIPE

WATER CONSERVATION POND

EL 94 JO

EL 94 30

POND

NTS

8'±

INV 91 XI

SECTION

102.70

TYP

SEE PO~D ANCHOR

DETAIL THIS SHEET

]w

INL l"T DETAl_L_

NTS

COMP,t.,CITD

SUBGRADE

PROVIDE WATER TIGHT SEAL

enwe:e:N HOPE UNER AND CONCRfT( INL f"T

I

SLOPE.

POND SECTION

NTS

EL 9' JO

NOTE..

DIMENSIONS OF DRAIN !NUT MA'f BE ~TE.RED TO FIT w.NUF ACTIJRER·s STANDARD F'RAMfS AND CCrvfRS W/SAME A.REA OF WATERWAY AfllO MINIMUM

WEIGHT SUBJECT TO APPROVAL OF

CONTRACTING OFFlCER

RfVERSIBLf TYPE DRAIN INLfi

25"XJ1" FRAME, 16•1/2"X22"

~ENING &: -4" DEPTH W/t.IATCHINC COVER COVER TO HAVE 'ilOT'5 7 /~

WIDE MIN WT 780

AREA WATERWA'l'-110 IN.SC1.

A b 'iANO (TYP} 2 1/r:s.2 1/r:s.1/4"

SECTION

NTS

2 1/2"•2 1/2"•1/4" Pl.A.TE

~ l l

EXP_ ANCHOR

- 0 !EL 91 JO u

'Ll~

J b

J ' E.W

·-ll=J.LL

B

60 SECTION

NT~i c

MONITOR PIPE SECTION

'it --~'\~

\'i:~ !~ C..LL . ~~ -

1 BS WHITE

NTS

•• D 0£ PARTME Nl Of fHE .&.RMY

~ID [lr<;T'RICT_ COFl'f"5 ~ DtGll'l£TRS SliCRAMCNTO, ClUf~

M1'8CH ,t.JR FORCE B-"SE

F1R( TRAINING F AClUTl'

@HOLDING

c 7 NTS MONITOR PIPE DETAIL

' ;~ Rr/170276 q} :; RlCP:,r..n M ~,,;

\ ~-· 11, r-: .. _.,',~-'-"_'"'_s_o•_--1 ~\.'f:., · ~'\.'- } J.R ~CK£RS NTS

WATER CONSERVATION POND

NONE -C-7

_,_ ._ 9237

224-25-559

I

I I /

I I

I

I

I I

I f

I I

I

I

WARNING SIGN

I I

[----T ---- I ~~=.:."--"'"""""--

I

ENVIROUENTAL WARNING

EXISTING

F.H.

FUNCTION ANALYSIS ~ VE PAYS

INSTALL NEW T[[ AND

6" WATER LINE

THRUST BLOCK

(TYPICAL)

EXISTING MASONARY SMOK!CHOUSE

NEW

6" C900

5'

NEW 6)(6)(2" TEE AND '1" CATE

VALVE CAP END

SMOKE HO~S[

'o a,.

-----==-===~=-~+------- - - - - --=~~ r--- LP GAS STORAGE TANK COB I I f ~I

:::; I ;; I

. I :2 f

'i ~I 8!

I I

I I

I UNDERGROUND

LP GAS LINE

FIRE

HYDRANT

4n GATE_ VAL f

W/ INDICATOR POST

VALVE PIT

4" C900

UNDERGROUND WATER SUPPLY

6" BURN PIT DRAIN

LINE TO HOLDING POND.

I f

I I

I I f I ,, SEE SHEET H-3 /l

FOR CONNECTION DETAILS I

FACILITY FUNCTIONAL LAYOUT

SCALE":ln=40'

'f I I I

I I I I 'f a

FENCING

WATE.R CONSfRYATION POND

SEWAGr un- STA110N

4- FORCE_ ~AIN

BOUNDARY FENCE

l I I

I I l I I I

I r l"p

I I I l I I I l jpp

I I

I I I

I lvp I I l I I I I

I I iPP I l I I I I

I I I jPP

I

' I I

WI

~1 z

~1 ~l ~l O'

~I l I I I l I I

\\I

I I I t I I x x x x x x

B_S. WHITF

0 T. Wll l !M.ISON -JR. VICKERS

N A

I i

B c

I

" " D DE.PARTMENT OF THf ARMY

S&CFM.M04ro OISTRICT. CORPS QI' [l'IGINf(lt";

SM:~ENTO. CluFO-

MARCH ~R FORCE BASE CALIFORNIA

FIRE TRAINING rACIUT"Y

JTILITY SITE. PLAN

::,_ lQl. , -40 9t:t. llo. 9237

,ig,J/. fS" ~ H-1 --

- 15 OF 5 224-25-559

~···1··~ < • w .. : -. "

• w •

0 ° w . .

90° BEND

TEE WITH PLUG

FINISH GRADE"

PRESSURE TREATED BOARD

IN FRONT OF PLUG

CONCRffi PAD. J'-0-

SQUARE )( ?:' THICK

45° ,22 1/2~ 11 1/4° BtNDS

"B"

LATERAL

FUNCTION ANALYSIS · VI:: PAYS

CROSS WITH Pl UG

TYPICAL SECTION

PRFSSURE TREATED BOARD

IN FRONT Of F>L UG

THRUST BLOCK DIMENSION TABLE (IN INCHES) 1

SOIL BEARING 2000 P.S.F.-TEST

PIPE go" 8FNO 45" BEND ~ WYF

Silt H 8 COV H 8 cov ,. 12 24 30 12 16 30"

6" 14 62 30" 14 34 3d"

PRESSURE

22 1/2• BENO

H 8 WI.

12 12 30

14 17 3()"

200 p .S. I.

11 1/~BE.ND

H 8 CCN.

12 9 30

14 g 3o"

TEE

H 8

12 24

14 .. cov

30"

WORD ·wAT[R'" -' CAST fN CENlER

OF" C.I. COVE.R

GAIE. VALVE.

"" GRADf

CONC

COUAR w

FINISH GRADE

UNOISTURBtD EARTH

- 15· l! 15· l!4- CONCRETE PAD

- CONCRETE BLOCK

15-)(15"XO

f"HRUST BlCICI<

7 cu_ ,:-r GRllVE L

@FIRE. HYDRANT smlNG HlH

NOTE'S

I. FIRE HYDRANT SHALL er LOW, PROFILf-WIT BARRfl T'r'Pf

2 HYDRANT Sl-IAlL HAVE T'W0(2) - 2 1/7' HORS[ OUTLrTS AND ONE( 1) 4 OR 4 l /T HORSE OUTLET

A

B

-::::--\I ff 18 65 30" 16 45 30" 18 " 3d" 18 12 3d" 18 60 30" GAIT VALVE

VAL Vt BOX DETAIL

CZJ

DoUBLf ACTINC

STEEL WEDC[5

QC

S(( TAE!Lf FOR VOLUMN

ELEVATION

10"

12" ,..

CONCRETE BLOCK

DOWN BENO THRUST BLOCKS

DOWN BEND THRUST BLOCKS

SOIL BE.ARING 2000 P.S.F.-TEST PRE.SSURE. 200

20 120 30" 20

" 1<4 ;o· 24

" 196 30· 24

STEEL WEDGES. TYPICAL

PLAN

P.S.1.

PIPE 9d' BENO 45 BfND'"&: WYt 22°1/2 BEND 11 1/4°BE.ND

SIZE

(DIA.) CUBIC FEET CUBIC FEET CUBIC FEET ClJ81C FEET

•• 25 1J 7 • 5· 56 40 22 11 ff 100 71 36 20

1')" 160 112 60 31 lT 226 160 66 H 14· 308 218 118 60

THRUST BLOCK

30" 20

30" 24

30" "

J3 30" 20 17 30" 20

40 ;o· " 20 jrf" " 54 30" 24 27 30" ,.

FINAL BACKFILL

INITIAL BACKFIU..--...;

85 30"

102 ;o·

138 30' PAVED AREAS

@VALVE

HlH Pl P2

PLASTIC UNDERGROUND

RIBBON MARKING TAPE

(12- MIN. COVER)

NOTES.

1. EXC.'IVATE fOR PIPE BELLS.

BACKFIU. AND COMPACT IN

WATER~

UNf

UNPAVED AREAS

USE IN NON-TRAFFIC lo.REAS ONLY )

BOX DETAIL

NTS

0 BEDDING MATERIAL

ACCORDANCE WITH SPEC SECTION 02222.

2. MINIMUM COVE.R 5HAU. BE Jfl OVtR TOP OF PIPf

H1H3

Bf DOING DETAIL @PIPE TRE"NCH

NOTES

~ES ARE BASED ON 2000 LBS/SO.FT. SOIL BEARING PRfSSURf.

't'°oRRtC-noN FACTORS FOR OfHE.R SOILS ARE AS FOLLOWS SOFT CLAY

4; SANO 2: ~NO AND GRAVEL 1.3). SHAU 0 4

2. PRESSURE USE.D IS 150 PSI woRKING PRESSURE PLUS 50 PSI

ALLOWANCE FOR WAITR HAMMFR

J THRUST PRE.SSURE WAS COMPUTfD USING THE FOLLOWING FOR'MUL.A. F .::. 2 l! 62 4HA SIN 1 /2 9 (LB).

SAFETY PAYS 4

@GATE.

HlH p P2

VALVE

NTS

b

WATfR MAJN

POST

c t-~-~-M-•~---------~&™'c_u~--------'---'---tD

8 S. WH/TC

-0. T WIL£1AU50N

JR VICKERS

DEPARTMENT OF TI1E ARMY

SAC-.HTO OISTRICT. caRP'S Of [NCM_E.R'i

$Al;:RAMOfT0. c.ru:OftNi,o, MARCH AIR FORCE BASE CALIFORNIA

FlRE TRAINING F ACIUTY

WATER SYSTEM DETAILS

FUNCTION ANALYSIS VE PAYS

4 .. FORCE MAIN

2' MINl~UM z• DRAIN

4· GA T[ VAL.VE

m v CONTROL PAN(L WITH ALA.RM UGHT

(SEE SITE PlAN FOR LOCATION)

.PLAN VIEW TOP REMOVED -

, 4· \/£NT PlPE ~

W/ INSECT SCREEN . Q , , , , _L 17° MINIMUM __L

6"

L--

El ECTRICAL CONDUIT _/ s· INSIDE DIAl.ICTFR PRECAST REINFORCED

CONCRETE MANHOLE SECTIONS

ALARM Lf'VfL 102.0

D INLET PIPE

t, SE.E. TABLE FOR INV(RT EL

{SEE srrr PL.AN FOR LOCATIONS)

PUMP OFF

I

PROVIDF MINIMUl.I DEP™_/i

AS RECOMMENDED BY

PUMP MANUFACTURER

T

I\ LIFTING CHAJN

=~ L--- HYO RAU LI CALLY SEAL E"D

DISCHARGE FLANGE

-----------;;:II: .:: . .

~ 4" FORCE J.IAIN

. 0' 't' DRAIN

A .

v

. PO~R CABLE

------- 4" DISCHARGE LINE ------- ~ _L--- GUIDE RAIL

F =

L---- SEWAGE E.FFLUE.NT PUMPS

1--------------~ FOR SIZE SET TABL f

~ t::. ~ v--- #4 BARS o 12' CENTERS

LJr,CH WAY r----..__ ;i: ~~ L-- _l_ - fL 87_37 . ,_,:;.- . . . . . " T

SECTION A - A

SEWAGE LIFT STATION AND VALVE BOX DrTAILS SCALE. J/4- -1·-o·

I· r -

3'-6"'

4' "

St OPE

.- CHE CK VAl V[ (T'r"PICAJ)

4" PLUG VALVE (TYPICAL)

FLEXIBLE COUPLING (TYPICAL)

rwr:iirWYE

- Wt " .

I• _J__

I " .~-r

UfT INSIDE

STATION DIAMETER

NO 1 72·

.- FORCE

~AIN

PUMP OUT

CONNECTION

SIMPLEX

PUMP

4' 0 .Y fi" r x 4· RfDUCfR

2 PRESSURE 70Nf

NON-CLOG .._.

CHECK VALVE

..J------T--t----£XISTING S' PVC FORCf

~---Y-6"'---~ ""'N ~----4'-6''~----

PROVIDE. SQUARE. l.4ANHOLE. FRAME. OE.SIGNE.0 FOR

H- 20 LOADING DOUBLE SOLID LIDS WITH LIFTING

HANDLES. HINGES ANO ASSISTED LIFTING MECHANISM

LIDS SHALL HAVf POS1nvr LOCK AT 9CT WITH MINlt.AUll.I OPENING OF J"-6" X J"-6"'

PUMP OUT CONNECTION

4· CHECK VAL Vf (TYPICAL)

#-4 BARS 0 IL CENTERS EACH

WAY {WALLS AND BQnQt.1 $LAS)-~~-

PUMP

SIZE

TOP ft' INVERT

TOH ELEVATION EL IN

Fl.OW

RATE

2JHP 155FT 10337 9101 200-300 GPM

ALARM

LEVEL

102.00 rX"ISTING '5°

PVC FORCE

"-'JN

A

B c

NOTES

2.

INSTALL (L.ASTOM(RIC GASKETS AND COUPLINGS AT A

INTO LIFT STATION

DETAILS Of Ufl STATION A.RE TYPICAL DEVIATIONS T 0 THE PUMP DISCHARGE PIPING, ACCfSS HATCH, SEAllNG Fl.ANGE ARRANCfl.lf WILL BE ACCEPTABLE If APPROVED BY THE CONTRAC SHALL Bl SUBl.AlnE.o B'f TH[_ COf-,lfR ... CTOR FOR ,.,pp EQUIPMfNT AND ACCfSSORlfS

PUMP HA f Y T 1 R A S LL BE. l G 5 52 0 EQU L

NT AND GUIDf RAIL SYSTFM

TING OFFICER SHOP DRAWINGS

RQVAL ON All un STATION

,. 0

--~-s_~

1' 2' 3'

.3

•• D DE.PARTt.IE.NT Of THE. ARMY

~flfl'(I DISTRICT. CC1RPS CE £MGNIRS

~.CMJ~

r.u.RCH ~R FORCE BASE 8.S. tflHITE

FIRE: TRAINING F ACIUTY

0. T tfl/LUAJJSON -J.R VICKERS DETAILS-SEWAGE un STATION

FUNCTION ANALYSIS VE PAYS

1::

·~~:::~~l ~h - . . -l

29·-4·

6'-0" 22·-s·

•• 14'-B" 4' -o·

LN

l','.L j;;w+::f--=~ l~filWJ@lllljmfilffiifillITITIITTlllllITflTIJJTITim1~JJlflirrIT~rrµJ! Ill I~ ll Ill u - a, .+;--,r,...,,po.--+-+_:_r*===di!--~-----~ . {''.' i Yea L ~ lilllllll!J/ll/llllllll/l ll //lllllW/ll lllll/J)UU=uµi"! .~ m

' 0 N

,,,_ _____ ,'fr1

T----t-- r - ·-t- ... ~

I'll.JM I - - I" I I [J}D:

: ---:.J~;~·' :~il~ :yl ---: ---: --- I I I I I

' I ' -- +-----------+---~---

! I I I

M.C.J

6'-0" 5'-4"

28'-0"

29' - 4•

© FIRST EL DOR

SCALE t/4 '-l'-0'

A

29'-4-"

2.Y-4-" r

' ~::-_o_~

I I~

' I ' I

~'X4' GRID TYP

' SEE SHEET A-5

I

Pi AN f_ • -r,1_1 ·, !

'J'\N i

I I I I I

Ulll 11 l~ l rm u I u ll.U ill l1 Tl u! ! f ll [ u 11 ! 1t1 ill Uilll I u' I ['I/II 11\ru n Ull Lr';::3'ot--l

\_'4.C.J SEE DETAIL 5/A-1,A-4

2~·-··

SECOND fl DOR Pl AN SCALE.' 1/'4 '=l'-O'

2 Im L__~---~~~~---~--~~~-'------------------~~~~

~ '" 1,.,, 1 .. 1, I I

- I

- ' - " u l

',_Ai;..·::r~r,1 .

SAFETY PAYSD

G:J

- .,, I nlmhdt1111t111l 1111 '1[ J _/

~1

17'-8'

2~·-4· j \ oor /

H TCH

A O;v!E

• I 'I ' '

~lllITTfl

3'-4" 3'-4•

THIRD f I DOR Pl AN SCALE 1/4 °-"l' o·

I I I I I I I I . 111,· JI-' _: :::r a-

~ ' .... • 1 "',.,_, i ~ .r~ I I I j

O::.SPHAL T T

SHINGLE'S ROOF

1· " w ;\ROOF /:i " "' " : HATCH ii ~ ~ L , , ' ~

"" _J

L',,I_ ! ti• c:J

' __ L -

CD

01-

'. ' i-

I I I 11 I I I w

:Jut-.;::nPl\ll -

ROOF PLAN

SCALE• 1/-'4 ·-r-o·

I

SYMBOi LfGfND

[@I) ROOM NUMBE.R

~ DOOR NUMBE.R

0 'w'INDD'w' TYPE

A

SECTTON DETAii S'(MRDL

SECTION DR DfTAIL IDtNTlCATIDN NUMRlR

SHEET NUMBER ON \JHlCH SECTION OR DETAIL IS

DRA'WN

$HEE. T NUMB(R ON 'WHICH SE.CT ION OR DETAIL W CONDITION IS TAKEN

BUILDING OR 'WALL SlCTIDN SYMBOL DESIGNATION SAME AS roR SECTION DETAIL SYMBOt

El fVATIQN SYMBOL

~ [L[VATJDN !D[NTJrJCATIDN crnrR

~$HETT NUMBER ON \JHICH (L fVATION IS DRAVN

~SHEET NUMBER ON 'w'HICH ELEVATION CONDITION

IS TAKEN

MATERIAL. LENGEND

~ EXISTING GRADr gjlll§lll§llll COMPACTED 'ILL

CONCRff[, PLAN ANll SfCTJON

!I/ I! I I I / \ \I coNCRETr MASONRY uNIT, PLAN

9 CDNCRE TE MASONRY UNIT, SE.CT ION

'w'ODD BLOCK!NG

ABBRE\llA T!DNS

AFF ABOVE FINISH FLOOR

CHU CONCRETE MASDNR'!' UNIT

[QNC CDNCRlll

CONT.

D'w'G.

FIN Fl

MC.J

D.C

STRUCT

T/

CONTINUOUS

DRA'w'ING

F!NISH FLOOR

MASONRY CONTROL JOINT

ON CENTER

STRUCTURAL

TOP Of'

TYP. TYPlCAL

SCllriLE t' = l' -0' ,.. a rr.

LL.J..~~~---~--~

A

B c

• • D

8.5 WHITF

-0. T WILLIAMSON

J.R \/ICKE:RS

OE.PARTNENT Of THE. ARMY ~IWiCNTO msTRICT, CMPS Of' ~

~.C.....-DlfNIA

~ARCH AIR fORC( 8ASf CALIFORNIA

FlRf TRAINING FAC1Uf'f'

FLOOR AND ROOF PLANS

'ft'C.. 9237

A-1 224-25-559 lli··.J··~ . --..

0 : . -

- - -LLI

• 0 • rEN S[CTJaN or GUARDRAIL I 4'-o· "'' o· r SAFETY CHAIN/

I c=i

• Ri c=i f--,'1.C..J. I

(5) 1111

' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' x ' ' '

~ [)< -r-'- , ','"/I 11-<I ~ ' ' '

A ELEVATION

A 1 2 SCALE• 1/4 ·=1·-0·

SAFETY CHAINS h

6• TOE" GUARD <TYP)[_ \

I l I I I I I I I I I I ' ' ' ' 1 ! l J

' ' ' I I I I I I l ! I I I I 1

' ' ' I

' ' ' ' 1 I I I I I I I I I I I I l

CMU

F[N Fl E'"L 101.63

I

I

' I I I

I

' I I I

I

"' I I

' ' I I

I .JP'

__ / l I I I

\.___ C12 X 20 7 c ELEVATION A1A SCAL(. II .. •=:.1· o•

FUNCTION ANALYSIS VE PAYS

IL 1 2 1/2" ~ALE FIRE

HOSE CONNECTION

f h

2 1 /7 DRY STAND PIPE

CHU

·g' -' u ::.c.

@J ~ @J

\ FIN FL El- 101.&3

- -2 2 1 /2 FE~ALE

FIRf HOSf CONNfCTIONS

ASPH,ti,L T

SHINGLES

' -· \I! • l'I f

- .,.,, l"'I

1 - 2 1 /2 t.lALE FIRE

HOSE CONNE.CTION

aPE.N SlC T ION or GUARDRAIL~

4·-0·

SAFETY (HAIN

' h

I CJ SAFETY PAYS Cl ------

SCALE' 1/4 "=l'-0"

ELEVATION

SCALl· 1/4 ·=-1·-o·

GUARDRAIL

CONC

Q

" N

' <t

CHU

rrN fl E.L 10163

A

,_~--~-·-·~~------·----'"""'""~b~---------"--'-"-'-~·_, D ,,,.O.SGI'_,., DfPAR1MfNT OF THE ARMY ..-..-,,~ ~mo !llSnllCT. ~Of" ENGl'IEERS

~o. (;MJFORNIA

CAUFORNL'I

B 5 WHITE

FIRE TRAINING FACILITY

0 T Wll l /AMSON

.JR VICK(RS E>CTERIOR ELEVATIONS

ft~

224-25-559

M( T Al FL ASHING

FIN Fl

1 1/2 • STE.E.l PIPE

HAND RAIL

STEEL

GRATING

rrN FL

FIN FL.

GROUT~

2x6 TREATED JOISTS ll I&" UC.

ROOM

[IOI]

(0nooR

4'-0"

LANDING ..

ROOM

D.9IJ

-QnooR

CONCRETE FOOTING

SEE STRUCTURAL

FUNCTION ANALYSIS - VE PAYS

~---ASPHALT SHINGLES

PL Y\JOOD DECK

ATTIC ve [}ill

2X8 T~EATED RArfERS @ 16" D.C

~-- e· CONC. SLAB

~B'CMU __/

14'-B" (16 TREADS i!! 11" EACH>

STORAGE

ITOlJ STEEL STJi!INGE

CONC SLAB

t=;· CAPILLARY 'WATfR

BARRIER

VAPDR BARRIE

BUILDING SECTION

SCALE1 1/2 '=l'-0'

STAIR

2' HIGH GUARDRAll

42" HIGH GUARDR IL

20' r

B" BOND BEAM

IJ/2 lt'5 CONT.

a· BONO BE.AM ---- , _

IJ/2 IS CONT.

Roor HATCH

JOLB FELT ON

3/4 • CDX Pl'W'D DlCK

TREATED RAtT[RS

-G)DOOR

If--+-~~

[XHAUST

FAN OPfNING

~----!- SAFTEY CHAINS

m

' 1'1

A

CMU 8

. l ---- 2 l/C" DRY STAND PIP(

J:

u w

O'!

" w m

"' 0

GROUT~.· .• ••

L_.J

F !NISH GRADE

8" BOND BEAM

IJ/2 #5 CONT

•. J

GROUT~

CONCRETE FOOT!~

SEE STRUCTURAL

HORIZONTAL BOND BEAMS AT

A 4'-0 MAXIMUM SPACING

SEE SHEET l/A-3.A-5

, ,__,_~~~~~~~-; FOR FLOOR CHANNEL

SEE Sf£ET l/A-3,A-5

FOR CEILING CHANNEL

ROOM

D.9IJ

CDNC SLAB

CDNC. ON

METAL DECK

J 112·x3 112·x112-

ANGLE CLIP

ANCHOR 2.' \JIDE

FINISl-I GRADE t=;• CAPILLARY \JATER BARRifR ~GROUT

VAPO~ BARRIE L.:_J

SECTION

SCALE' 1/2 •-1·-o• c

~-·-·-~---------~·~~~----------'-"...L."--'D 8'1PO.SO•!f!IN .. ~lA ..... ,~

DEPARTMENT OF THE ARMY

S....Cl:!l'll"'l(NTO DIS.Tll!!CT. CORPS. OF" (NCill'l(C:ll!

B.S '.!HIT£ -a r 'o/JLLJAHSDN

.J.R VlCK£1?S

S.AC~..ul(l'ITQ. (Ai../F"ORNIA

MA~CH AlR FQRC:E BASE CALIFORNIA f'IR(. TRAINING FACILITY rIRt TRAINING rACILITY SMDKtHDUSE

-..i.. 112·-=1·-o·

A-3 20 OF 5 224 2o - 009

4 ~ 2 1 m SAFETY PAYS a '---"'::.-'C-'-'--'=::..C'-'--~-=---=--=----=----' -----·· ··----·-- -· -·-----------------------------------------'

~" ~J-~ •• w w - Ii .. ;; . -u •

DOOR WIDTH NO

1 J'-0"

' J" o·

J s-o-

• 3'-0" s .Y-0"

7 .}"-0"

DOOR SCHEDULE

HEIGHT THK t.4ATERIAL TY Pr LABfL LOINER HEAD JA.t.IB

7' - [f' I 3/4 - HM A - - H-1 J-1

7'-rf' I 3/4 - HM • - - H-1 J- 1

T-r:f 1 J/4. "" A - H-1 J-1

7'-rf 1 3/4 - HM A - - H-1 J-1

2' - 6" I 3/4 - HM B - - H-1 J-1

Y-Cf 1 J/4 - "" B - - H-1 J-1

7'-rf 1 J/4 - "" A - - H-1 J-1

J---- DOOR AS SCH ED UL( 0

LJ

HEAD DETAIL

SCALr I 1/2" = 1'-o"

JAMB ANCHOR

(J PER JAMB)

JAMB DETAIL

CALE 1 1 /'.2 " "' 1' rf

SILL FRA•E H'DWP.RE REM.ARK'S

S-1 H• HW-

HM HW-

s 1 "" HW-

HM HW-

HM HW-

H• HW-

"" HW- HEAl/r DUTY HASP FOR PAD LOCK

1/4 " SHI~

WINDOW UNIT -

SEE WINDOW TYPES

WINDOW JAMB DETAIL

soor 3 • - r ·-rr

WINDOW UNIT -

SE.E. WINDOW TYPES

WINDOW SILL DETAIL

SCALL J" - 1'-0"

4"-(j

··-a-

B [ // ,. ,.

- AWNING

DOUBLE HUNG

w (8)

WINDOW

SEALANT BOTH

1/4 " SHIM

WINOOW UNIT -

SEE WINDOW TYPES

WINDOW HEAD DETAIL

SCALE: J " - 1 '-rf

WINDoW UNIT -

SEE WINDOW TYPES

1/4 • SHIM

WINDOW SILL DETAIL

SCAlE. J"~fif

1 m SAFETY PAYS m

::>'-4"

L ! II l~I /;f r SLIDING

(C)

TYPE_S

SEALANT

soTH s1ors wtNOOW UNIT -

SEE WINDOW TYPES

WINDOW HEAD DETAIL

SCALE 3 ~ - 1' a·

WINDOW UNIT -

SET WINDOW TYPE.S

SEALAN1

BOTH SIDE.S

WINDOW JAMB DETAIL

:'lCALf 3 • - 1 '-0-b

40 '· - ,

- I

J B b

J'-<f

A

"' 0 ... "~ -

J' r1" -b I

B

DOOR TYPES

-g' CMU

,____ JOINT REINFORCEMENT ,

- SE.ALANT ANO BACKER ROD

NOTE THIS DETAIL ALSO SHOWS liU.SONRY CONTROL JOINT, WHICH t.iA.Y OR MAY NOT BE LOCATED AT EACH BRICK EXPANSION JOINT. SEE. FlOOR PLAN FOR ACTUAL LOCATIONS.

EXPANSION JOINT DETAIL

SCALE ?i' "' i·-o·

A

B c

• • D

B.5- WHlrt:

-0. r. Wl/.J.JAMSON

J f?. VICKFRS

DEPARTMENT Of THf AR~Y

~~-COM'S~~

~O. CN.JF"ORNIA

MARCH AIR FORCE BASE CALIFORNIA

FlRE TRAINING r1..0UTY

SCHEDULES AND DETAILS

IU.l. AS SHOWN HI:.._ 9237 111[(1 Ill

A-4 21 Of S 224-25-559

··_IB ... ,~~)

u • . -.

li •

S/8' PL Y'JDDD -

ANCHOR CLIP - D --1 /

31e·t1 HDt rs @ u.· a.c (ALIGNED 'w'lTH CEILING GRID)

·- ~ • ' I: • • • . °' •

I I BAR JOlST----l

·u· SHAPf --iTni FITTING l'W'

JN-CHANNEL JDINEO------

\J/\JASHER

112' THREAD ROD

SOLT IJ /VASHER

1 l/2"x I l/2"x 1/2"

PLATE

, I '----- PROVIDE 2 1/4" CL(Al('AN([

F"OR PL Y\olODD PARTITJDN

I

518' PL YIJDDD ___..: I

cPROVIDED BY OTHERS)

ANCHOR CL IP -

a •· • 0. ~ . {.. . . . . .. - ,. .

• '.a • • • a• . .

FLOOR AND CEILING GRID SECTION

!'-IDT TD SCALE

FUNCTION ANALYSIS - VE PAYS

I 1----------o 1112· J~. 1 i-

PARTTT!ON CLIP - A

NOT TD SCAL l

~11112____;..-I _I_[

TEE CLIP - C

NOT TD SCALC:

'9lr ' I I

IN-CHANNEL JOINER ~ ~

TYP T~~--

~ ·~'j...Q+

I

I

''-----"'' .\.-----· :::::::::=:::E+e-~.t- -e- _._ - -

IN-CHANNll JOINfR

TYP

I

"'-0"

T'f'P.

4·-0·

TYP

ru

"""!Ir I

J;

----_-~,~~:L~--,---_

I

I

I

I

--- - --r 8- !~~-""----_j

I

I 1

4'X4' CEIL ING GRID

SCALE• 3·::1·-0·

3· ru ru

I~ .---,------

CDRNtR CLIP - B

NOT TO SCALE

ANCHOR CLIP - D

N[)T TO SCALl

I\

NOTES•

1. CLIPS SHALL Bf CONSTRUCTED DF 16 CiA. STEEL

2. CLIPS A, B, AND C .SHALL BE 7'-0' LONG

J. PROVIDE Tl£ f"ILLOW'INC.•

CL JP TYPE QTY

A 40 B 10 [ 10 D 70

A

B c

• • D

DEPARTMENT OF THE ARMY

~lililM£NTll DISTRICT, CCPPS 17 0Cil/£E:ll'S ~RMCNTC. [.Al ~~IA

MARCH AIR FORC[ BASE CALIF DRNIA

BS. VH/T[ - FlRE TRAINING FACILITY a T. VILLIAHSDN

.J.I?. VICKCRS SMOKEHOUSE DETAILS

_,.,~ .. ,I j, ::._. -.i._ l/'4"=1·-0· I 5'!E. -- 92.37

-.... .L 0 A. /M'f)oskt< - A-s ..,_ ) ~2 OF s• 224-25-559

5 im SAFETY3P P,. YS~CJ

,.,.,,;;[i{'.'~ ff~~ ~~. - . , i f

FUNCTION ANALYSIS - VE PAYS I

GENERAL NOTES•

CONCRETE STRUCTURAL STEEL

1. ALL FOOTINGS AND FOUNDATIONS ARE DESIGNED FOR MINIMUM SOIL

BEARING OF 2000 PSF ALL Fill l.AAITRIAL SHAU BE COMPACTED TO 95 PERCENT STANDARD MAXIMUM ORY DENSITY FOR FINE GRAINtD SOILS AND 70 TO 85 PERCENT RfLATIVE DENSITY f"OR GRANULAR SOILS. CAR[

SHOULD BE TAKEN TO AVOID COMPACTION GREATLY EXCEEDING THA.T

RE.QUIRED.

2 CONCRtTE SHALL DEVELOP A t.llNIMUM COt.IPRESSIVE STRENGTH Of 4,000

PSI IN 28 DAYS.

:5. All REINfORCING STEEL SHALL BE GRADE 60 DETORM(D BA.RS

CONFORMING TO ASTM A615 LATE"ST REVISION

4. AU._ DETAILING fABRICATION ANO PLACING OF REINfORCINC STEEL SHALL CONFORt.I TO THE MANUAL OF STANDARD PRACTICE FOR Of:TAILING REJNfORCEO CONCRETE. STRUCTIJRES (ACI 315 LATE.ST REVISION).

5. ALL BAR SPUCES SHALL Bf CLASS ~B"" TENSION SPLICES UNLESS NOTfD OTHERWISE {t.llNIMUM 12"")

6. ALL EMBEDDED STRUCTURAL STEE.L Sl-!ALL BE ASTM A-.36 LATEST REVISION.

UNLESS NOTED OTHERWISE ANCHOR BOLTS SHALL BE ASTM A-J6 LATEST

REVISION UNliSS NOTED OTMERWISL

7 ALL EXPOSED EXTERNAL CORN(RS OF CONCRETE: SHALL BE CHAMF(RED WITH

J/4- 11 45 DEG CHAMFER UNLESS NOTED OTHERWtSE.

!. EXPANSION ANCHORS SHALL 8[ ONE OF TME" FOU.OWING QR fOUAL

A. HILn KWIK-BOLTS AS MANUFACTURED BY HlLTI FASTENING SYSTEMS, INC B MAXI-BOLT AS MANUFACTURED 8Y DRILLED DfVICE.S. LTD.

C. WEJ-ITS .... s MANUFACTURED BY WEJ-IT CORPORATION.

9. l/ERIF'r' .t.lL SIZES ANO LOCATIONS Of All MECHNICAL AND EQUIPMENT PADS WITH THf MECHANICAL SMOP DRAWINGS IT SHALL BE THE: RESPONSIBILITi OF

THE CONTRACTOR TO PROVIDE ALL OPE.NINGS AND SLE.EVES OF PROPE.R

Dlt.IENSIONS AND LOCATION FOR THE PROPER DISTRIBUTION OF ALL

UTILITY LINE"S

10. REFER ro STRUCTUftAI_, CIVIL. ELECTRICAL. PIPING AND

VE NOOR DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN.

BAR GRATING

I. BEARING BARS SHALL BE 1 1/4 - 11 J/16 - SPACED AT 13/16 - CENTE.RS ANO

TWISTED CROSS 8ARS AT 4" CE.NTERS.

2 BAR GRATING SHALL BE GALVANIZED STEEL

L.

TIMBER

ALL STRUCTURAL TI~BER MEMBERS SHALL HAVE THE rDLLDWfNG MINIMUM

PRDPE.RTIES•

A, C.

D

BENDING

Tt.NSION

SHEAR

COMPRESSION

Fb - Ft - F• -fc = Fe -

1.150 PSI

750 PSI

BO PSI

345 PSI (PE.RPENOICULAR TO GRAIN)

1,050 PSI {PARALLEL TO GRAIN)

2. ALL T!MBLR DESIGN AND CONSTRUCTION SHALL BE DDNL IN 4CCDRDANCE

VITH THE. LATfST EDITION OF THE TIMBER CONSTRUCTION MANUAL OF

THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION .

1 _ ALL STRUCTURAL STEEL SH1'U CONFORM TO TH( REOUIRfMfNTS OF i'oSTM "36. LATEST REVISION UNLESS l'llOTED OT1'1E.RWISE

2. ALL DETAILING, FABRICATION AND E.RE.CTION OF STRUCTURAL STETL SHALL

CONfORt.I TO THE RfQUIREMENTS OF THE AISC SPECIF"ICATIONS FOR

BUILDINGS, LATEST EDITION

.l. All WE.LOS SHAJ..L Bf MINIMUM SIZE OF flLJ...[l WEl.D SHOWN IN AISC

SPEC. TA8L£ 1.17.ZA, PACE 5-52. 9TH EDITION UNLESS NOTED

OTHERWISE

-4- WEWS SHAU BE MADE WITH E-70 ELECTRODES. UNLESS NOTED QTHE.RWISE.

~- TUBULAR STEEL SHAU CONFORM TO THE REQUIREMENTS OF ASTM A500

LATEST REVISION GRADE B, OR ASTM A501. 8TH EDITION

6 OPEN ~EB STEEL JOfSTS SHALL CONFORM TD THE SPECIFICATIONS Of THf AJSC AND SJf

7 UNLESS SHO~N OTH~RWISE. BRIDGING SHALL Bf PROVIDED IN ACCORDANCE ~ITH THl ABOVE SPECI([CATIDNS

8 ALL BRIDGING SHALL Bf StCURE.LY ANCHORfD AT END OF fACH RUN

9 ANCHOR HOLTS SHALL CONFORM TD ASTM A307 UNL[SS NOTED DTH[RWISE

10 VALL AND RDDf OPENINGS SHALL BE COORDINATED VITH ARCHITECTURAL AND MECHANICAL DRA~INGS rRAM(S SHALL Br PROVIDED FDR All ROOF

OPENINGS

MASONRY

I. CONCRETE ~ASONRY UNITS SHALL CONFORM TO ASTM C-90. TYPE 2.

2 MORTAR SHALL BE TYPE S, CDl'tPLYING ~ITH SPECIFICATIONS.

3 GROUT FILL FOR (MU UNITS SHALL HAVE A 2B DAY COMPRESSIVE"

STRENGTH OF Z.000 PSI. GROUT SHALL BE CONSOLIDATED B~

THOROUGHLY RODDING ALL CELLS

' CMU VALLS SHALL BE GROUT(O IN s·-o~ LIFTS, MAXIMUM

5. ALL CHU BELDV GRADE SHALL Bf GROUTED.

6 HORIZONTAL JOINT REI~fORCEMENT SHALL BE PROVIDED AT 16' 0.C VERTICALLY IN All CONCRETE MASONRY WALLS.

7 A CONTINUOUS BOND BEAM WITH 2. W~ BARS SHALL BE PROVIDED NfAR TH( TOP OF ALL CMU WALLS UNL[SS NOTED OTH[RWISE SEf SfCTIONS fOR OTHER BOND BEAM LOCATIONS

8 CORNER BARS SHALL BE PROVIDED FDR ALL HORIZONTAL REINFORCEM~NT,

VITH MINIMUM lEG LENGTH OF ~·-o· OR 48 BAR DIAMETERS, WHICHEVER

IS GREAT[I<'

~ VERTICAL REINFORCING SHALL EXTEND INTO FODT!NGS A SUFF IC JENT

DISTANCE FDR BAR DEVfLDPMENT V!TH A STANDARD HO())(

10 SPACING OF CONTROL JOINTS IN CONCRETE MASONRY SHALL NOT EXCEED

24 FE.ET UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL MATCH

JOINTS IN FLOOR SLABS WHICH SUPPORT MASONRY WALLS

A c t--~--~-~-·-~------------;·r~"-'~~---------~-_._~·-10 air~--- aw

-JR.~

DEPARTMENT OF TH( AR~

-..mOl!<TMl;:l".~f6F-

FIRE TRAINING rACIUTY

STRUCTURAL NOTES

5 L__, _______ 1 ____ l'---_1 ________ 2 _______ 1

__ Q___J?_AFETY PA YS ___ Cll ___ 1

LLI

i i • ii i

ND 4 AT a· VERT.

NO 4 AT 12" HD!i!:lZ

CL 4• PIPE

?' 6.

SECTION@

S2 S2

2'-0"

CL 6" PIPE

~I

PLAN

DRAINAGE STRUCTURE PLAN

._J

VALVE PIT PLAN

SCAL(• J/'4 "•\"-0"

FUNCTION ANALYSIS - VE PAYS

NO. 4 AT 8" VERT.

ND 4 AT 12' HDRIZ

0 ,., 2'-6"

SECTION@

S2 S2

CONCR£TE ANCHOR

CONTRAcTION JOIN"r.i E\1£.RY E>« EXPANSION JOINTS EVfRY 50' ff"~ ff" Wl.4 "'Wl 4 WfLOEO WIRE F"ABRIC

1 1 /T SCH 40 STEEL P'PE

FlUSH WITH TOP OF CHANNEL

[!b11.5~

WATER CONSERVATION

POND SIOf-SLOPf

1 1 /T SCH . .-.0 STEEL PfPE FlUSf-1 WITH BOTTOM OF

CHANNE.L 0 MIO-SPAN

FlLTI.R fABRIC

COMP.-.CTE"D SOIL

1'-rf

1·-cr

NOTE

·-rr

SEE MECi'I D\JGS. FOR LLOCATTDNS or S.TRUCTURrs

1"-rf

"NCHOR TRENCH

FOR LINER

FENCE POST

5/B"'• EXP ANCHOR

w POND LADDER DITAIL

C7 NT'S

2 I Cl SAFETY p A YS m

PROVIDE LIGi"·T DUTY MANHOLE FRAME AND DOUBLE :;CJ..lD LIDS IJITH LIFTING HANDLES,HINGl"S. LIDS S.HAL L HAV[ POSITIVE LOCI< AT 90 DEG IJlTH OPENING or s·-o· >C 4'-0" IN TIJO :SECTION:S.

Cl PIPE PENE TRA TIDN:S A

:SEE MECHANICAL FOR :SIZES

e- Q-e--0 0 o-e--0 0 o--e--0 0 o-e-o 0

NO 4 AT 12" [,\.I. ----------

9'-f,•

SECTION

~· TYP

4· -~·

0 0

=111 ' m 0 0

:=111 ~ 1 111

,-- f---

• m • 0 " ~111

S:LOPEl 0 •

SECTION@

S2 S2

BS. WHITf

0 T WILLIA&ISON

J fl VfCKf.f?S n, B

~ 11-111-111-111-

~lllllllllllllllllllllll 111311 Ill Ill Ill 111' 11 111~ 1 111 111 111 111 111

; 11 111 111 111 Ill .. ill. 111111 Ill c

• • D DEPARTMfNT OF TME ARUY

~RAMrNTO DISTRICT. COf!PS OE DG~ Solll:RMllElfl'U. CMJFOl'l'M t.1.1.RCH AIR FORCE 0ASE CALIFORNIA

FIRf TRAINING FACILITY

VALVE PIT DETAILS

•• - sc:.v. AS NOTED ~ .._ !>1237

24 OF 5 224-25-559

LI.I

N •

#4. 1?" {T'rl'

l. ,,. 901.

I

I

I

I - I I I - I - I

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

~ I - I

I I

I - I L _ _J

J SPC'S • T-rf" • 1· O" i ~

TS ... ,1 •

SECTION

SC\l.E. 1/2 " - 1 · IT w ' u

JB•-1]"

w -Pi_AN LPG TANK PAO

'SCll..£ 1/2 • - 1'--0'" r-r

~ TM

mo

<: I

J{UI

~ ;1

J/16

FUNCTION ANALYSIS - VE PAYS

I - I I I I - I ~

I I I I I I I I I I ~ I I I I I - I I I

I - I L _ _J

SECTION

SJ 5::5

SGl.U.: 1/2 - - 1'

'£'1

I

I

13/1 ff' DI&. HOl£

FUR 1/2 " !JM. MCH_

Ell TS (tr'P )

DfTAll A: St;:RVICE RACK ANCHOR f4. 12" OC. E.W.

SAFETY PAY_S __ m_. __

10·-cr

SECTION

SC.tU 1;2 ·- 1·-cr

VN'OR Q.ll.lll!ll'.R {TYP }

10'-HT

10· ' l] I I I I I

-=- -=- -=- -=- j-

PLAN - (L(ClR!CAL f4 • 1'1' {TYP)

I• Q(NT 8AA'S

AT !T OC

2. #4 BOT.

°"I fee 1'1' E.WE:.~

Ill 3111 ~

SECTION

sc.i.L J/4 -- 1'-0"

"""" 0 I

SC.Alt r- 1:

A

B c t'-IT

IT

1'-o"

J ' 5FT

• • D

DEPARTMENT OF THE ARMY

S.-.C~fNTO DISTRICT. CORPS Of ENGINE.ERS SACRAMf.NfO. c.-,1,.ffOR-

'-!ARCH Alfi roRCE BASE CAUFORNIA

8 $_ WHITE

0 T WfLLfAMSON

FIRE TRAINING FACILITY

ELEC SVC RACK

& LPG TANK PAD

LI.I

NOTE.-5:

l. ALL CONNECTIONS SHALL er 5/8~~ A-325 GALV. BOLTS.

All METAL SHALL BE HOT DIPPED GALVANIZED.

(EXCEPT AS NOTED)

2. ROOF PAN[L COLOR AS PER CONTRACTING OFFICER

r 1-1 /Z- 2 G C 4 A E , I 1

I

PREFORMED RO OF P fl W/ P SEO F STt ERS AN ex a A N r C6xB.2 PURLIN (GALV.)

I

"--we.1~ I

FUNCTION ANALYSIS - VE PAYS

T.O S. ~

2· -o-

OVERHANG

WITCH BASE PLAT

1/4 ·ic ']'-ft x 6' -0

LY.)

V 1/B r/

CERTIFIED

SAFETY/CONTROL

OFFICERS ONLY

NO OBSERVERS

PERMITTED

1 1/;f ROUND PIPE"

0 2 0 C. (GALV)

2 1/2 "x3/B" FlAT BAR

(GALV)

BACK-TO-BACK L 3x3J11/4 2

( GALV)

,,v

3/ •I

TY

s- GUSSET PLATE.~ 5/ff' DIA. A-325 SOL TS GALV.

PICAL ,

PL Jf4 -x12x12 W/4

3/4 EXP ANCHOR

BOLTS EACH PLATE (TYP

b I . -

TOP PLATE 4·x5· ... 3;a-_I ""/,. 4. 5/B M 80Lf5 TYP ( Al V)

2·-0-

OVERHANG

I

PROVIDE RAILING

I 1 /fc DIA. PIP( ALL FOUR SIDES

J GALV.) /PROVIDE GALV. I (CALV)

SAFffi CHAIN v .,.9

\,, v ~ ~ I

_, 1/4-x .3/16H

\BAR GRATING -

(GALV)

v 1/4"'4" KICK PLATE

C Bx11.5

(GAL V )

~ ~ BOLT 1/4 -

"'--- BENT PLATE (GALV)

~ TO C Bxl 1.5

I l 3x3x 1/4 (TYP) (CALV.)

TYP_ ALL (4) SIDES

b0 v ~

~ 9·-0- I/ j

~ v I'._ s·-6" / -w ~~/ cf ~

-- 3/8- CLIP ANGLE CALV

v w/ 1/'2" DIA EXP BOLT

~ 30 LB FElT JT TYP 2·-0- v

I j I I . .

EE - - c

#J TIE.S 'iDi

8, #5 BARS

~-grrr;l..!..-:-d.! JJ /STRUCTURAL Fill II 11318181 COMPACT TO 95% wl!Iw' 1'11811'.l."111=-_

ELEVATION

SCALE': 1 - 1'-0'

I ...

(CALV.)

J b I

3/1 6 ----<;).._

7'-Z-

"'----0 SL.AS w/#J AT

12' •WE~

TS 4x4x 5/16 "

3/ 4 .. DIA ANCHOR

BOLTS (4 EA CALV)

DETAIL 'A'

3/B""CLIP ANGLE GALV

w/ 1 /2" DIA EXP. BOLT

2'-r:f" 3'-2" 2'-r:f"

FOUNDATION PLAN

SCALE 1 I 2 " = 1 . - O"

CJ~SAFET'(_f' A YS b I

5'-ff' l 3 1/2 • 3 1/2 x ~/16" GALV w/2. S/8- DIA. BOLTS TYP

1 1/4-x3/16"

BAR GRATING

(GALY)c Bxll 5

(TYP)

(GALV.)

PL 1/4-x1·-3"x9'-6'

(GALV.)

J

LONG w

C> r

"' w b I

OVE"RHAN

W8x15 I

I I SLOPE "12

IN

1~1 ii u

W8x15

~;-~-:-E:_F_1~-~-M-.~ N_~_1_.P __ LA_0,,_N

N

~I

L-t:Jl!;!,,,,~!f;;F=9'~~~_:,'\::1 OUTLINE OF HAND RAIL SCALE ~:_ i · -rf

1/4- BENT PL.ATE

TYP (GAL V)

w/2. 5/8 " DIA BOLTS TYP

PLATFORM FRAMING PLAN

SCALE': 1 /2 " 1 · o"

17 0 234SFT.

SCALE. ,- = 1' -Q""

1 Z:~ilHilPil''il'ilPL? __ _,_ __ ~1 FT.

A

B c

• • D

_.,.aa••_mu .,.... __ ._,...:.

Df PAR TM ENT OF THE ARt.IY

'iACRAWl NTO !l1S11!1CT. CORP'i Of" ENCIHE:ER'S SolC~O. CM.JF"OltNIA

MAACH AIR FORCE BASE CAUFORN~

8.S WHITF

~- FlRE TRAINING F ACIUli'

0. T WfLLJAJ.ISON

JR VICKERS CONTROL TOWER

:J£a J - =- AS S~~N "'- ...._ 9237

· olVUH-9.5 S- 4 224-25-559

FUNCTION ANALYSIS VE PAYS

.. b

EXT. DOOR

"4ARK

WF"].0

SIZE

-o-

1'-r:f'

Y-rf u b

' QI N'

I

I

I

~I ~i

4"-8" _8"_ e-1 ---, I L

29'-4"

Wt j •)

~ g- CONCRITE SLAB •/

Eix6-W2.l•W2 1 w.w.r.

w -~

FOUNDATION PLAN

SCAL£: 1/4 "•1"-Q'"

WALL FOOTING SCHEDULE

RflNF"ORCE~fNT

LDNGlnJDL~ TRAN91fRSE

4-- IS CONT. (B) 11 O JO O.C "'

I l, __ J ' ""'

REMARKS

• 1:'-0"'

I j ' I

I~ -, --1 t -- -1-

1 n ---'+----

-..: .J_ __________________ 2e·--:_~---

22'-8""

., 0

MARK

---- I

I

[1 i b

MASONRY WALL SCHEDULE

THICKNESS

VE_RT REINF. IN REMARKS

GROUTED Cfll

0'-8"' #4 • 24" oc 'M'.

1 GROUT SOLID AU ClllU C[US AND WALL CA"1Tl[S 8[LOW

()(l'IBIQR flNISH GRADE.

r '1' OE.IP 12 GAG£ SlTTl PUTF STAIR PAN

I r-. ..

SECOND FLOOR FRAMING PLAN

'_:J-_'.'. l~. :~. -~ r J _.,., r ·:!/1 ____ ~ _ ,_, ~·J

SCAlL 1/4 ·-1--0" :'/' COHC. w/l!bfl- W2A x '#2. t W W.F.

ON 9/1!1 " 21!i GA.. GAl.'V. Wfilll l"ORW D£CK

WIN Sx • 0.042 IN. /n.

WIN. b. • O.Oll IN. /FT.

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I

I

I

I o~~~~C~~Co~'~t ~'::\:CL

THIRD FLOOR FRAMING PLAN

L· sCALf. 1/4 -.1·-o"

20· AIT

~ BONO BfAM w/2-#5 CONT

4"-0" ,... __ _

ASP!1AL T SHINGLF

1••2·· o.c.

B"" CONG DECK

2X6 RAF1ER5

i ',._ ~·-• •~j ............___ ~ BONO BEAU w/2-#5 COilfT

. I

] ~ #'5•2•· oc:

SECTION

1/4-

SCALl J/'i--- 1" [f

" C•u .-

I~ T

L I lL ____________ j_

DOUBLE: FRAM[ .t,RQUNO oP£NING TYP

ROOF FRAMING PLAN

SCALE 1/4 "•1°-0"

BONO Bu.w w/2-#'5 CONT

GROUT WALL E!CTWETN DOORS '5 ANO 15 SOUO

RAP Pru ING .l.NCHOR

SLOPE

19·- ,. liFF

BOND BEAM w/2-15 CONT.

SCAL£ i"-- 1·-lf

A

B c

" CMU

SU'>PE"NOfO

CONC. SI.AB

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RAPPELLING ANCHOR DETAIL

SCALE. J/4 ~- 1·-o'"

(;OM( INBE.OS

(T1'P Of 15)

NOTE

'J: DIA HOLES ARE TO BE

GROUND S~OOTH ro PREVENT cunlNG RAPPELLING ROPES

~i!"~SCSll'~ .-t~ .... ,--

OEPARl'MEHT or l'HE .loRMY ~~-~!;I'°~

~.IAJI'~

W.~'CH NF't FORCE ELt.SE CAUfORN_., 8 s "'"''re:

FlRE TRAINING F"ACIU"fY o_ r WILLIAMSON

SMOKE"HOUSE"

,, =<€Rs FOUNDATION PLAN

_,.,,. 1:11.ll -.u.t. 1'S SHOWN "'- .._ 92J7

~~~~!,.?(/!_ H' ;;;;..,_,,!>_____ ~·, ~'; M;24-2~-559 SAFETY PA YSll _4 _____ _

!OHAIR .JOINT

STEEL ANC~ [VE.RY

t111RTH Cl:LflS[ TYP.

I

VERTJCJIL

KIRTAR ..cJlNT f"M:TIRY f""'llMICATED TE:E. ...IJINT REINf

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~TICAL R£IHFl:RC0£NT IN ~TtD CO.LS

I

IJ...Ai~--,..TJMOJS 1-0t!Z!JNTAL ..lJlNT REINfl:»!CDE1" T

FUNCTION-ANALYSIS - VE PAYS

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IZDHf..._ ..CIJ'lf REIMf~l~NT CDllT

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TYPICAL SPAC!P«i

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INTERSECTION OF STRUCTURAL 'w'ALLS

PLAN SHO\JING JOINT Rt!NFORCEM[NT

AT 'w' ALL CORNER

PLAN SHO'w'ING BOND BlAM

REINF-ORC[MCNT AT \JALL CORNCR

INTERSECTION OF STRUCTURAL

BOND BCAMS TYPICAL

\./ALL REINFORCEMENT

AT OF'ENINGS

STl!u:lulftM.. BOND KAM ~I TCP or 'lolilol.L CR ~T fU:Illi! LINL CIJ<Hltf.DJ!> llDl'llSS t:CJllTRl::L JOll''llT <tn.fSS NIJTfD Dfi.£11\/IS[l.

ltM( ..lllNI !l'I !NT(RJCR f!llCI. n'I"

INTEIO!Ml:Dl~l[. "°"-STRUCTUll,t,L llO'ID 8(- TYP. CUT RE.INF !ECEMLNT EACH SIOC CF CONTl!O.. ..()!NT TYP

I LA YD! Of" lOI f"El r Cl>ITIN.o.Js rrP ir.· CAPILLMY IARRILll TYP

E.IUJCilol. li!E_lNf CRCE.HE.NT.

M ~JIN! MIN... EACH SIDE c:J' CIDif'R[L Jll!JH. l'llN.

GROH ALL CI.LLS S:O....ln Bfl [JI,/ rJNISHCD rU:JCJ! l£VCL

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AT CDNTIQ._ ..IC"'I>

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ClJ'llTML JOINT T"TP (l.M..(:S:S '4JTED ~l.llS.C) Sff PLAN a· CMU VALL <SEE MASONRY 'WALL:

SCHEDULE FOR REBAR PLACEMENT)

30 ti F"ELT JT

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