S-59-26.1-26.977
y 1
.,'+
N�rY VI}- Ora -55 .a ,.»s
INDEX or SHEETS - STATE OF CALIFORNIA I
MiV .
b•..• ,> , ` DEPARTMENT OF PUBLIC WORKS
3 1711,11, IG 22 n,e< r- Je 0I ��' DIVISION OF HIGHWAYS
23 2 t Son r Se+.t• �mnp '�J(.--•
- 28 30 Sr.ucrme L.r
P
32 Mue,,mms Dero,is1. _ PLANS volt CO'�TSTRCCTI01 01
33 D•a�nage Dermis y1 "J !
30 36 Somo'y Sev<r Dera'i V'' ♦ ,l J /
i 37 46 T.a,r,r $a.UI A� �,�Mnq Pans STATE HIGHWAY
• 1 I` 4 ♦.
44 52 9mo: ro Srrocrurrs
In (ha4 County. WCosta Mesa betweenl9th Street and 0.2 mile norlhewd of I)alisa�les Road
11
>r
IfMM eM d" pi N•"nun a tM rew NatM �'.-, •� i y }
1 r
. 01�M high by eWaelM by tiro GlNernI� NMMnY Gmmlewen
Jury 20,1944 and declared
- r ✓, 1..
FREEWAY
_ by •esolvlion of Ine California Hi qb wa y Commission
Y � y
,a July 20,1944
[ IL
9 V
F
Be innin of Project
Station 108 +98.27
Project
Station 251 + 6
End of .
atio 7
1
x _ - ,/ -
Y i C p������ - -
:�. q A V
ORANGE COUNTY
-
GR STOL ST �. q
11
;. h,P "•q 's�'_ _t -,6/ M i °g \ \ \ \\ -FAIR GROUNDS
;✓ N� ( S T ���/�/ �� f r� V?
,
A
' D
FRONTAGE ROAD
.. _ .. ... _... a •, ..
t0 AEWF09t
PONT BOULE Yw RD - ROUTE 43
„ I�CwUR'a _ AVF :n yr� j. r �'ii �jl n�AVC� a Q ' , II v, w { .� I� a 1.__...� .L�L1' C"KJYC'T ElOEN I AVE MM _
�uu,ER'ory AVE
_
ml �.� � y (c COUr rr C9ub
�`•.;?,R+I �,: - u. .n. NI _ r u� mil Mil j ai b i � all _ p�. Y
N
,I. ��� }'- -" ' G•"...:- " I:, - _...i_ _ - _ '�:� a ±l� I L _____ __AVE
'•` "l'� ORANGE 1 NJ
�z z� X11 ¢I� w iii (t`t a Ll,:c 4, AFEA.
_ u
r"C m m FAIRWAY _.� DR` —) GMPI.A`"7
y LEYV r `E9 l _-
Ti' 4,E - IWESTMINGTER AYE
icew�r�V��`�
.. ``
SCALE 1 �6 /G�'t ° Ii
AS BUILT PLANS
tr N
o Soo loco Iwo z000N �. Contract O.�T- "�Gs.� --
—
r..... Co tea r
Date mple ---
Ali
Length of Project = 14,084.61 feet = 2.67 miles ent No. -- -- --�s -- i' , � •� •n, 4
Docum
• J z„ i
,
- 1
1
�1I
eF,
..�''. ' 3�f76'��7wII'.77[�1s:�ETRII6`AbD
ws +wFoOf 40 sMtA== Oa .CALVUW4&
IWAMMORTMON
may. t�.•F. �+ - ,rs. bs _. =, s� '�;,�— --
t {yrr q�, "tX.fi�'1Jii7 �'�?'�� � • O's 4 S'�f. ..
T�'f ?!g, �T11A[ �f► 'i0 "vt_''f'4J;T T •.
.:.- Ndi:�A":AFl11'YO ':tL'LRCS1C44+Llf
I
Z44 "F
Oisce C' •✓ Branch ^Onnl6 //a',
T rA r, a# JT AT /6M
C 7
G a00
/1 50
SD
so
/
114
119 . 00
✓uns 81959
m
'Y�2a"+i2 4Mit_.
E •:• YI A�Pt14LLRT !fre�i'103�.��`u�'?�",�1SiY`'
. TH5 'i5 TO CimlLrY'THAT TIM IS A IIIUE AND
EXACr COPY Of IM-OWFNAL WIIWM IS IN
THE CUSTODY- OF•;TI 'JPAlIL -OF CALUMOL fA_. ,
DEPAHTMEN'1' OpAT11iN
41
i t
�. r
v 41
\IIm ,fit 10 , hl,� 'f.:' 41n{!��� �/-
.
X41
0 /oce L "Y' QrenCA
Cenmt +iana
rA r,o
rArnor
158.00
/
/59_00
L
�
♦ 0
/ . 0
6L• 0
3 9
Vu OaA 41 .:,Vs 16 52
A Cw,l, s'�`'1; ?! ', �pR s * , *.i..,• 1. -:..,: �'i. i
nTwa�r�i�tky.+(teya,�+�`yfil'�'
4W . •i'{ath 'kl'sY hi
of }t...
.. `Ate 'i s C S'.A _:±•' ,
r 1 S/a Houed gavowed �2'R,d -.� - -'
nd Sim o
-. ; steel sreos - I . ,i. Vt ICa,1 4Ms a 3Z.
��"- ?e °a°.^. •... _- \ seolela wnn / .3' _ 1` Cemerrr oloste• B ... • r �.. ::. I _ �..� _
. _._L Top sled ",
` Brmwwo.w- r= 1 pT nanum 4.+J.�
4.i
-a e.'6mwwaw_� ........ilRr! /..dQ L9S7_..
b h ' Spar Uay �. SEC A Boman sred SEC E -F �' y6e -1Y' C C -
'1' Cmcrero pole . 6ncw ach �Q N b '� 7•a?" y�GMWW �loc� tjry- 5/9Y -12`CC in ..
11 _
Water kvN'. -1 I"le��CatA wIM
`a wWn sq� Oaner T' 114 .}H 1/4."', 1.T. A/ _ A ��
Cache in. Nevar�on ✓;" 1 m E } Sea E -E -ACwss A c omove, ~ SEC. F-F T^ to
6' a'C - �� +lv • 1 - -6 Brrcwwaw Level, SEC A-A � 4 SEC C-C � Carr dash Y Va LT T
AB ks 1%t. sips -3/j Round son bag �'- i- Va _ - 6 • be Coaled w1M notations wart : C L " C SEC. D-D -
Y -N -
/ r - I �3M Road inn w. oi be �_... i °tag\,
_3• Ramwa6N _ T-•r-
F � E- cmnet4 qae MH A LteetM pant psdralnetr point
Cnonrrel nletoil m A-A �:.� t Class 1 caraeN 5
/Ls Tlld
Table of IN a lion fa maeNe I X.
"" T doss A tacrMe
=A I C 0 Ey F G H J
x l M' N
8 316494'19 16 18' 12f 227" 9 "9';12
t0" W0 ;19dt11 �'D4 2 2 2111412910,210
15
12'• 121 13 12 6 21 22 41 1 21 31 ';
15` 16 14 6@ 4 '26 24__j _ 34
16'• '3D g9bi16'� 9e �72 70 27 in 37
12 10 '
4112
,62'.132
15
116
2I
bA c-re �1CJ'an
b be sled
1/2 ^Cam PbaM SEC.e -B Mnj SEC.6 -G
;
II
�eiM aCMean
G
Cwwll
e'6kAsnerw F..-
Wnfa 3/4` Round - glass zed
^'Irr he petered h
Ver l TIDE bwM manta MCC fa to died OarMoa of
steer stem
Stop w 011 Bran
- Items, once be not se em l Y 14
SEC 13-8
24^alloa tot canrele iba 110110/.
NOTES:
1. The split pipaa9e stop b be slap alxt sealed
- L Sa eager dm for dfeplac- w
1¢'Radr ,Y
3 TM hallo sH' "16 5-6^ unless Mftetcla
yI
yy L
ry Irk Pope i
2The server Cent and MM Mavdcn Mel be idndfCM
vecwrmt Mas%n van Mews an awn Plan.
G
r i
.
3The convene pale for 15" and 16^ der oMl be
OeeM
SEC C -C 4 The held+ 7 "I be V -1 r daM a1Mr.in
cwt
T _ •f -- It
mstdled aria to contraction of m4141,01e obw own an sewer plan "'• -
S TM MaIlm 94^ shoe be 2r-Cr arse a6rarrita — "- V2`Cem alasror .'
1A In m awn Mon. SEC'A • � �- S-6'— �
K.� B `-Cllm Aaenes► ^� SECB•B
STANDARD TRAP MANHOLE I
STANDARD OFFSET MANHOLE we SNP NoTEs
E M depot d ee e. rmwt a iess arm 6 1 -
l t - - • A D ' A 5 het sag hr41,1 d the brcwwaw above .
• Ina lac L -M e ro be 3 ter and ere
OMIM _ A4'dd petow la We L -N eAl Mrs
earreble .
_. FRAME ^L 'O'I +145• _,y, 1 e'sktal: 2 e�mnect�iae o ba °W sonholea .
i'"3 I ' z T T chmrber
Ma.1MA qt T- vYcela. Fc, sett
d 1 Swfoce VTCmred Platter 110, le S '
• J fer settle,
rtgME4 ^fY a!hit mien
n SirA aRA SEC. L -M stab[ Fam chattel a man j
Plea MANHOLES (SAMTARN SEINER)
• r �' -a` T law i JUNCTION C/MMKRS Y, 'C AND 1f
A 8
• . t y �h MANHOLE Y AND TERMMLL MANNDLE "Cr
Cwt Moe
4'jr °MShe
[ �; GENERAL .MOTES
r� N ..
%W on d 310 t w11ne "Oh of taw wwt sow wrtme d "a Its .. r
7w��� dta d Pipe
*AN be 22 We MA d M nnorMbh see+ Mit "I
-!a Yrra c \ `. R' - i rya Cott .. • •r a slrM be 12 isms b.ishworb, o e wme, wlpt d rlwdr ordl a
der• _ _ Ail v Mcw Mans dr come Esc d Ma mpMle ro a 3
. 3. _— B •Were A case Ill
/ b norm a iwn+q sn sot oratide caa< d Ma 12 r1rcM
v ' ✓ t. 1/YCem. dada 3'�1;-- -�-ls' A MktwE.
F ..1.. f r22C�• rryU.(o g fi-IV 8 1� --� -d rwwe wmdn wch Mnwar teals aardt ardl psr ..
c, , ' .. ',2 �' 17` a 2 -_ -? C2 g 6 '`. ; • • SEC A -A SEC. 0-8 ',k pi leas d 12 led*% w less oion mom wen 4 tnth
! Far over pipe
. SEC D-D - NOTES:
CO ER —, .{ .. Class C Canada S TM went swaeralIt MCP Mee w Cooed sae ss Mw 7 iwdlf .
e 4 Lent! °5" rm_sed 3 \ I e� ssme, L Catwwwe ~ tone • goshow q more lean 24 mOn aboa aw self in the ersia toners
✓::r: �a � dinnMicMb awadN ant IoM d IM mercbh.
C 14 h Ilaw tent new ire b drag • OsPllt one formed A 110 cootie cwt MMI a 3N *0 IMP WItion limmatem, an aware"
I6 06 dealing, at ft sagers,
t' , . v r.. ;• { L Wh" else o ,are rfr0 irlMe era -
3' 9�i-1 ( Qtlltl — ` mgylentt pact ice "I be \ttl w 7 Covers eat oteen. -
l\ E
` owe fa n4le Oq aeM w eeew IY i mow -t i SEC C -C SEC C-C 2 P SEC B B
T- yg•;sF• pf10 --1 A
SEC A -A
'NOTES SEC E -E
i I P,w Orrgrrr,nt d Me pre shell be momtomid wlWe 1,10,, q the tam Ml
2 The frame and Cosy Mrdl as made at pry Cast iron cadamrnq to the latest SvftificaliaM
TERMINAL CLEANOUT STRUCTURE
.. I T Nn i ~" tl<oamiew Ity arF
140TE:- Qwwd Now A to aF�, :a Timbrot cement, swan"
STANDARD DROP MANHOLE 'S'' '
SANITARY SEWER DETAILS k, w = l
I
y�
� _,�
�M'a -� y,�.e t w. � �
y F4
� .y� +yam, X!. r3." � [,+ +6i �'�, �tCex' �
�,
,,
�-
. _ � :.
,,; _ y�l
._ 3.
4^. 3
��E'� _ S'
x
..
...
CLAY PIPE
CONCRETE PIPE
ZE.W A STAMWi7' EXTRA
STANDARD- EXTRA
I
0037
"
Af �"���1•_ ::ov'CT. °C
_._.. -�C
n'
-0Ir'c
1 4c c_ PIPE
I2 �4 1100 00 064 �� 0_064
0081
• �,.
•� - . +•�••• ° ° -
\
IZE W A
< AN AR,�
XTRA
N WFp EXTRA
24t•6 21 050 � 0153_
F' >e
z, 2�3 0179 0192
ISTRENGT H
5TRENGTh
$•.G v�STRENG'M
33' °2�8 -0233 x_0237
6 4 4
0051
0051
C�- "0 0050
• "A• • e
P _,l7' -17
OC63
0063
0063 0063 _
-'
•
1074
0014-
0, -74 0074
•
12 4 : a"
OC86.
0086
0086 0091
C07_ -.
CIO$
0107 _ 0114 _
0!58 -'
0166
_ 0159 _0_(71
"'
f'•-
21" 5` `
0187
0192
0185 020!
- - -- •
24"6" 6
0255 •_0262
• A•••
27,7' 6'-
,_0277
030'
/
TVPE'X'
3C "• t ", 6"
"'6`0=
0'_45
80_0.391See
0_353
-
33_'y P
3r." 0430
044'
note
concrete beam � °1^s " ' - Tess roan 6 � - -- d
» • _ Dell a c
. • • • el barrel ar avati d
TUDIeS 'ndCate dimensions of COnCrefe for _ • _•
a
3 "m mum
different saes Of p,pe �• J<karoxt 6 ^mamwnt
'2'mmtmum clearance a concrete pipe
Ic filar F
• _ • ;Darrel clearance b coded Dank
>ver
t E ?+
TYPF"X °
C °C' concrNe C u ) r
• m C 0755 c>Mrele
•e,nracrmfm
C
c € v1aE
- A
- E fi min 6 m+n
TYPE "Y
'MCelc •blfo ceDMn• onus,
TYPE "Y"
CLAY PIPE
CONCRETE PIPE
ZE.W A STAMWi7' EXTRA
STANDARD- EXTRA
STRENG'•.H STRENGTH,STRENGTH ISTRE4i
0037
"
0037 0037
T 0.047
8'A 7� 004 004]
-0.047
ro a 9 0057 ,0957
I2 �4 1100 00 064 �� 0_064
0081
0 064 0065
OD82-
15 1 _0 �0
I "�Srl6r0 105;_ 0108
)'0080
0106 6109_
21 ". Sw;lBr_021_ 0R3
_' Ono 01
24t•6 21 050 � 0153_
z, 2�3 0179 0192
3011 -8.�� 0210 0212
'
33' °2�8 -0233 x_0237
-See .note -'
-e
36" 9" 3Ii' 0267 0271
.
- . —. e, .n.: •o sd+c bank - - J
lass 4m V24 D _ ntm. .ccr0,m
- Minimum Mcr mt) stroll TYPE "VW -: /807 1 perr,•ned
are I/2 O.D. of ptM • , _ .:. _, .: r•
I Supporting rail shall naW 0 firm bearm9 M the L.I mMlmum of G4Dalr1. x'0.42 min
- .. subgrode and against the sdss of the es013VOI on beddng material f '. i "mmimtlm of bill" BeMM material V: put npf less
Denfli rims d mieforced cottoeh beams ?Wall shall be at host 2 inches foe and clear of '�1 molbial Delos ben - man 4 below bottom th ot Poe a^0
'- Opharrol r+M tmlrOttp than belle p.,
TRENCH DEPTH BAR BEAM
WIDTH OF BEAM SIZE LENGTH
4' -O' or less B" 513" e 7'-0"
4' - 6"-1 9" 3/4" a 7,_ 6•
314" e e -0"
V2
0 "10 -" 3/4" e 9-0
0"
7,- 0. i2. 7 /8 # _IO -0"
p r— 13" 7/8" a II - 0"
my gas Or lift MOW, a b <II Or C color
0Mer conduit a duct / - Or Cellar . . la ol s Y -
3Either type ar I " "B" cross section may be 1 bell
used d the Contractors option / 1., Penn ro mss
4W5enErnr so directed.Df Me EnpMb, the Con•roch> CASE -I BEDDING factor —Ime permined -_�,_. CASE -3 BEDDING(Loo!fcc•al4) ! '.
stalt Per the wall enth .,able openings to prerem Stall be used where specified on _�" (o) "w" at the sp +ngng :,ne . shad. not
"'th'i pressure resulting from flwdk'1p Ste oockntl. m, wry d when nryeed as an CASE -2 BEDOING(Lood factor 14) be 'ess redo 3 b try eepin pr The YOtw* of the prer<ed opening sh411 rat.nsceed olMnok.e ro case 2 ar case 3 (a1 "Yy" al me, spegmg me staN
112 the sdume of the supporting roll. _ bedding as Po'n0cd here -o" m (b) Where tot ed t less mf
Case 4 bedding shall be used rot en less train 6 tar airy, deg Pipe W inborn den rap d tM J M
instead of core I against shelving pipe rraY be ar1Y MnlenPOn. 4reA i V
of trench.
Or Inswbk french sides rf so (D) WMIp tM carer s ess tom 8 elan 3 nches. Y a
- eed 1 the Engineer.. fed, "w measured d me fop of
(<1 wh" the -aYer ,s 9•rfer
-- -
NOTE r 114
pipe r'tap r MY ion
X" we, sh ll of measured r the .nom :.1� -,.... .
greater than 6 ncles Columns included. b•'.ween amens of each table indicate 1 Width of Deems shall be nominal of fre N. Pipe pbs " (C we, shoo not De 9'mler
` - - cubic Yards d,co, Crete Der lines fact of Poe 2 Lengm of Deans snail M 1M w1dM of french des 3-O" . 8 WMfs ,fed tab a t the onion n4ess She anti C d Morn Tr. n ' .. 1 11
_ 3 Renlorcaq steel shall be placed 1 -1/2" clear from 1114 side - 8 feet, W rnupW at the tab N Rro%aes eau t peddmq a �• APCN
and bottom of beams tn� pipe snail rat u 4eatp mm wined f0 m4v4es the Mipkr,ess of
- 6 mess 8e emtrxv at ha aw say stwsing -
i 41f beams fge pecast, � "N ends d Iml shall be Wdded expense,pralas cow l boddktg The
,g
Class C cone elf, L TYPE "Z" in cows "C conaeh. 0e 0-k _
nmtoneme,• o _ stated 8 mDudefeu
' \ CLAY PIPE CONCRETE PIPE 5: 2 ,,w Naf1 be placed belreen bD of beans and - _ tie c let be bed
A 7 bottom d t to Ye bearag..- arlf d
STANDARD EXTRA STANDARD EXTRA DO• 91
` - o STRENGTH sTRENGTn STRENGTH STRENGTH' -_
W) Ure cone 2 Ded � �"'
6 5" 0017 OOA 0017 0.017 - CASE-5 -
{! veto
f 1 .°.,E 8 ] 0020 0.020 0.026 0024
oD i w; — -
10 0 032 0.032 0.032 0 031 - 4
If 6 r 2 10 0037 0.037 0.037 0..1
_ 13 "minnun chvanw
,_ -_ !` .�� ' •� t R '3 0030 O.OS O. 0 0050 .- to barrel
` -_ 4 rte. J 18 6 0.063 0064 0.06] 0.064
Coss "
AA
fi inn. 6 mm 21 14 0.074 O.O7a 0074 OC "6 i
s o nee grtrel M�mmum oulsMe 24 1 0089 0090 045E-0 T CtPCIN - -
2 0101 0102 / CASE -3 / a Escwated bads
- _ IrK txu a <otlar 30" 25 013 Olto Cost non Pipe Sam reiparted vat; why pipe .. ,A. y -- O •• GENERAL NOTES
TYPE "2. 33 0.130 O 132 r 544 noN-� Collor M C2 tluptO :.• 1'T on snsNMn F318U R'��,y�q( (used n all taus este7l
�YCRIE re+nforcemlm must 36 0144 0.195 I • WIOCe .._• JOIN `^•.^ '• SM�a s�g3 m" ah"ar
eaend to wha book / :c iN decomposed. RmM, No 3 rocY� v No 4 \
iii mmumum of "'.i:1= $apt fw qra�
•. _- F�' .. _." �- _ ; Wddinq maNriA: I adplstnttenf Fa STOlter mm 27 mews
v t ' - � •.•" . '. �'e' re4ibrted startart b inn Class A carcrete 7 a br eN, br i m old h I
fi�cwS
• -
Cot iron p�p,e . •` 1 .. - canaeh PNe ,Ins permiord. hfs a s(at M% POO WW cn not
hgb thn� 63
.-r.. ,r F Cn F .•,••
a ..
W f ..v ..,R = _ V ORCEMENT FOR PIPE SEWERS _
1 :, r' _ CASE -5 BEDDIN6(LOaO IpQtsp`2.7) wite
._ ANC STORM - _RAINS m - >:''c. f D 1B• 1 Fret a iwoiArd m
-- . Safim A# .`min ' ' III be used rhbe sseclfied m IWms a by *0 Engreb Toe cr1.'al _m�r a:, bllpton
p4daunq -
. _ coded S, Mo puce bud
p a-
Ij jL CDeddelg Stayllt erereu1psed 4uslead
. -.. :- 1700 Y coverer aeddetY > w� - d car 5 aganst n4perred a unsfal!le" CASE -4 BEODpKY /Land factor 301
" A henc!m WdN A u ' ed M Mte Whm repwnd by me Entrwr IN
E
ngreb ahrtanr b
me Conditions wWq donfiff COW
_ 4 1 Paid 10, Of Ift
Gess oe a -` :- r—T—r • vror_ wit peas in vile u:p+rad.
_ �f.a•4wsw form L 10 1. Class 2000 -D spin tanlarced cparBell ppe of 1M 3 edge Desng sat bad tacbr LC
3� %/% 3 i 4) Class of wY man P . ' fpm d'iam w a Narm dNin may be used for swam .-.
:Aa..n � m u. tt. vOr•4a r - fj
far paYm'rn,- 2_ a� ✓•� Q C Z
m U ct U
CLASS 150 PIPE CLASS 250 PIPE
InAO! 6" _ 6" 8" 10"
Dlarottr
hloamwm d -fi Y- O"5- O"6� -O' •-O"
rein wish
dlue ply WMM wdm Of Bench N 5'-d' ce lest : -
2 sewing of 11w Me Ands tad -i0eit CIO" calla
0e sane a- fen Car 3.
STANDARD .METHODS OF EXCAVATING, LAYING, AND lb �1
RcnnIMC; SFWFR PIPE IN TRENCHEE
' d
a
O Ar l
TRENCH DEPTH BAR BEAM
WIDTH OF BEAM SIZE LENGTH
4' -O' or less B" 513" e 7'-0"
4' - 6"-1 9" 3/4" a 7,_ 6•
314" e e -0"
V2
0 "10 -" 3/4" e 9-0
0"
7,- 0. i2. 7 /8 # _IO -0"
p r— 13" 7/8" a II - 0"
my gas Or lift MOW, a b <II Or C color
0Mer conduit a duct / - Or Cellar . . la ol s Y -
3Either type ar I " "B" cross section may be 1 bell
used d the Contractors option / 1., Penn ro mss
4W5enErnr so directed.Df Me EnpMb, the Con•roch> CASE -I BEDDING factor —Ime permined -_�,_. CASE -3 BEDDING(Loo!fcc•al4) ! '.
stalt Per the wall enth .,able openings to prerem Stall be used where specified on _�" (o) "w" at the sp +ngng :,ne . shad. not
"'th'i pressure resulting from flwdk'1p Ste oockntl. m, wry d when nryeed as an CASE -2 BEDOING(Lood factor 14) be 'ess redo 3 b try eepin pr The YOtw* of the prer<ed opening sh411 rat.nsceed olMnok.e ro case 2 ar case 3 (a1 "Yy" al me, spegmg me staN
112 the sdume of the supporting roll. _ bedding as Po'n0cd here -o" m (b) Where tot ed t less mf
Case 4 bedding shall be used rot en less train 6 tar airy, deg Pipe W inborn den rap d tM J M
instead of core I against shelving pipe rraY be ar1Y MnlenPOn. 4reA i V
of trench.
Or Inswbk french sides rf so (D) WMIp tM carer s ess tom 8 elan 3 nches. Y a
- eed 1 the Engineer.. fed, "w measured d me fop of
(<1 wh" the -aYer ,s 9•rfer
-- -
NOTE r 114
pipe r'tap r MY ion
X" we, sh ll of measured r the .nom :.1� -,.... .
greater than 6 ncles Columns included. b•'.ween amens of each table indicate 1 Width of Deems shall be nominal of fre N. Pipe pbs " (C we, shoo not De 9'mler
` - - cubic Yards d,co, Crete Der lines fact of Poe 2 Lengm of Deans snail M 1M w1dM of french des 3-O" . 8 WMfs ,fed tab a t the onion n4ess She anti C d Morn Tr. n ' .. 1 11
_ 3 Renlorcaq steel shall be placed 1 -1/2" clear from 1114 side - 8 feet, W rnupW at the tab N Rro%aes eau t peddmq a �• APCN
and bottom of beams tn� pipe snail rat u 4eatp mm wined f0 m4v4es the Mipkr,ess of
- 6 mess 8e emtrxv at ha aw say stwsing -
i 41f beams fge pecast, � "N ends d Iml shall be Wdded expense,pralas cow l boddktg The
,g
Class C cone elf, L TYPE "Z" in cows "C conaeh. 0e 0-k _
nmtoneme,• o _ stated 8 mDudefeu
' \ CLAY PIPE CONCRETE PIPE 5: 2 ,,w Naf1 be placed belreen bD of beans and - _ tie c let be bed
A 7 bottom d t to Ye bearag..- arlf d
STANDARD EXTRA STANDARD EXTRA DO• 91
` - o STRENGTH sTRENGTn STRENGTH STRENGTH' -_
W) Ure cone 2 Ded � �"'
6 5" 0017 OOA 0017 0.017 - CASE-5 -
{! veto
f 1 .°.,E 8 ] 0020 0.020 0.026 0024
oD i w; — -
10 0 032 0.032 0.032 0 031 - 4
If 6 r 2 10 0037 0.037 0.037 0..1
_ 13 "minnun chvanw
,_ -_ !` .�� ' •� t R '3 0030 O.OS O. 0 0050 .- to barrel
` -_ 4 rte. J 18 6 0.063 0064 0.06] 0.064
Coss "
AA
fi inn. 6 mm 21 14 0.074 O.O7a 0074 OC "6 i
s o nee grtrel M�mmum oulsMe 24 1 0089 0090 045E-0 T CtPCIN - -
2 0101 0102 / CASE -3 / a Escwated bads
- _ IrK txu a <otlar 30" 25 013 Olto Cost non Pipe Sam reiparted vat; why pipe .. ,A. y -- O •• GENERAL NOTES
TYPE "2. 33 0.130 O 132 r 544 noN-� Collor M C2 tluptO :.• 1'T on snsNMn F318U R'��,y�q( (used n all taus este7l
�YCRIE re+nforcemlm must 36 0144 0.195 I • WIOCe .._• JOIN `^•.^ '• SM�a s�g3 m" ah"ar
eaend to wha book / :c iN decomposed. RmM, No 3 rocY� v No 4 \
iii mmumum of "'.i:1= $apt fw qra�
•. _- F�' .. _." �- _ ; Wddinq maNriA: I adplstnttenf Fa STOlter mm 27 mews
v t ' - � •.•" . '. �'e' re4ibrted startart b inn Class A carcrete 7 a br eN, br i m old h I
fi�cwS
• -
Cot iron p�p,e . •` 1 .. - canaeh PNe ,Ins permiord. hfs a s(at M% POO WW cn not
hgb thn� 63
.-r.. ,r F Cn F .•,••
a ..
W f ..v ..,R = _ V ORCEMENT FOR PIPE SEWERS _
1 :, r' _ CASE -5 BEDDIN6(LOaO IpQtsp`2.7) wite
._ ANC STORM - _RAINS m - >:''c. f D 1B• 1 Fret a iwoiArd m
-- . Safim A# .`min ' ' III be used rhbe sseclfied m IWms a by *0 Engreb Toe cr1.'al _m�r a:, bllpton
p4daunq -
. _ coded S, Mo puce bud
p a-
Ij jL CDeddelg Stayllt erereu1psed 4uslead
. -.. :- 1700 Y coverer aeddetY > w� - d car 5 aganst n4perred a unsfal!le" CASE -4 BEODpKY /Land factor 301
" A henc!m WdN A u ' ed M Mte Whm repwnd by me Entrwr IN
E
ngreb ahrtanr b
me Conditions wWq donfiff COW
_ 4 1 Paid 10, Of Ift
Gess oe a -` :- r—T—r • vror_ wit peas in vile u:p+rad.
_ �f.a•4wsw form L 10 1. Class 2000 -D spin tanlarced cparBell ppe of 1M 3 edge Desng sat bad tacbr LC
3� %/% 3 i 4) Class of wY man P . ' fpm d'iam w a Narm dNin may be used for swam .-.
:Aa..n � m u. tt. vOr•4a r - fj
far paYm'rn,- 2_ a� ✓•� Q C Z
m U ct U
CLASS 150 PIPE CLASS 250 PIPE
InAO! 6" _ 6" 8" 10"
Dlarottr
hloamwm d -fi Y- O"5- O"6� -O' •-O"
rein wish
dlue ply WMM wdm Of Bench N 5'-d' ce lest : -
2 sewing of 11w Me Ands tad -i0eit CIO" calla
0e sane a- fen Car 3.
STANDARD .METHODS OF EXCAVATING, LAYING, AND lb �1
RcnnIMC; SFWFR PIPE IN TRENCHEE
' d
a
my gas Or lift MOW, a b <II Or C color
0Mer conduit a duct / - Or Cellar . . la ol s Y -
3Either type ar I " "B" cross section may be 1 bell
used d the Contractors option / 1., Penn ro mss
4W5enErnr so directed.Df Me EnpMb, the Con•roch> CASE -I BEDDING factor —Ime permined -_�,_. CASE -3 BEDDING(Loo!fcc•al4) ! '.
stalt Per the wall enth .,able openings to prerem Stall be used where specified on _�" (o) "w" at the sp +ngng :,ne . shad. not
"'th'i pressure resulting from flwdk'1p Ste oockntl. m, wry d when nryeed as an CASE -2 BEDOING(Lood factor 14) be 'ess redo 3 b try eepin pr The YOtw* of the prer<ed opening sh411 rat.nsceed olMnok.e ro case 2 ar case 3 (a1 "Yy" al me, spegmg me staN
112 the sdume of the supporting roll. _ bedding as Po'n0cd here -o" m (b) Where tot ed t less mf
Case 4 bedding shall be used rot en less train 6 tar airy, deg Pipe W inborn den rap d tM J M
instead of core I against shelving pipe rraY be ar1Y MnlenPOn. 4reA i V
of trench.
Or Inswbk french sides rf so (D) WMIp tM carer s ess tom 8 elan 3 nches. Y a
- eed 1 the Engineer.. fed, "w measured d me fop of
(<1 wh" the -aYer ,s 9•rfer
-- -
NOTE r 114
pipe r'tap r MY ion
X" we, sh ll of measured r the .nom :.1� -,.... .
greater than 6 ncles Columns included. b•'.ween amens of each table indicate 1 Width of Deems shall be nominal of fre N. Pipe pbs " (C we, shoo not De 9'mler
` - - cubic Yards d,co, Crete Der lines fact of Poe 2 Lengm of Deans snail M 1M w1dM of french des 3-O" . 8 WMfs ,fed tab a t the onion n4ess She anti C d Morn Tr. n ' .. 1 11
_ 3 Renlorcaq steel shall be placed 1 -1/2" clear from 1114 side - 8 feet, W rnupW at the tab N Rro%aes eau t peddmq a �• APCN
and bottom of beams tn� pipe snail rat u 4eatp mm wined f0 m4v4es the Mipkr,ess of
- 6 mess 8e emtrxv at ha aw say stwsing -
i 41f beams fge pecast, � "N ends d Iml shall be Wdded expense,pralas cow l boddktg The
,g
Class C cone elf, L TYPE "Z" in cows "C conaeh. 0e 0-k _
nmtoneme,• o _ stated 8 mDudefeu
' \ CLAY PIPE CONCRETE PIPE 5: 2 ,,w Naf1 be placed belreen bD of beans and - _ tie c let be bed
A 7 bottom d t to Ye bearag..- arlf d
STANDARD EXTRA STANDARD EXTRA DO• 91
` - o STRENGTH sTRENGTn STRENGTH STRENGTH' -_
W) Ure cone 2 Ded � �"'
6 5" 0017 OOA 0017 0.017 - CASE-5 -
{! veto
f 1 .°.,E 8 ] 0020 0.020 0.026 0024
oD i w; — -
10 0 032 0.032 0.032 0 031 - 4
If 6 r 2 10 0037 0.037 0.037 0..1
_ 13 "minnun chvanw
,_ -_ !` .�� ' •� t R '3 0030 O.OS O. 0 0050 .- to barrel
` -_ 4 rte. J 18 6 0.063 0064 0.06] 0.064
Coss "
AA
fi inn. 6 mm 21 14 0.074 O.O7a 0074 OC "6 i
s o nee grtrel M�mmum oulsMe 24 1 0089 0090 045E-0 T CtPCIN - -
2 0101 0102 / CASE -3 / a Escwated bads
- _ IrK txu a <otlar 30" 25 013 Olto Cost non Pipe Sam reiparted vat; why pipe .. ,A. y -- O •• GENERAL NOTES
TYPE "2. 33 0.130 O 132 r 544 noN-� Collor M C2 tluptO :.• 1'T on snsNMn F318U R'��,y�q( (used n all taus este7l
�YCRIE re+nforcemlm must 36 0144 0.195 I • WIOCe .._• JOIN `^•.^ '• SM�a s�g3 m" ah"ar
eaend to wha book / :c iN decomposed. RmM, No 3 rocY� v No 4 \
iii mmumum of "'.i:1= $apt fw qra�
•. _- F�' .. _." �- _ ; Wddinq maNriA: I adplstnttenf Fa STOlter mm 27 mews
v t ' - � •.•" . '. �'e' re4ibrted startart b inn Class A carcrete 7 a br eN, br i m old h I
fi�cwS
• -
Cot iron p�p,e . •` 1 .. - canaeh PNe ,Ins permiord. hfs a s(at M% POO WW cn not
hgb thn� 63
.-r.. ,r F Cn F .•,••
a ..
W f ..v ..,R = _ V ORCEMENT FOR PIPE SEWERS _
1 :, r' _ CASE -5 BEDDIN6(LOaO IpQtsp`2.7) wite
._ ANC STORM - _RAINS m - >:''c. f D 1B• 1 Fret a iwoiArd m
-- . Safim A# .`min ' ' III be used rhbe sseclfied m IWms a by *0 Engreb Toe cr1.'al _m�r a:, bllpton
p4daunq -
. _ coded S, Mo puce bud
p a-
Ij jL CDeddelg Stayllt erereu1psed 4uslead
. -.. :- 1700 Y coverer aeddetY > w� - d car 5 aganst n4perred a unsfal!le" CASE -4 BEODpKY /Land factor 301
" A henc!m WdN A u ' ed M Mte Whm repwnd by me Entrwr IN
E
ngreb ahrtanr b
me Conditions wWq donfiff COW
_ 4 1 Paid 10, Of Ift
Gess oe a -` :- r—T—r • vror_ wit peas in vile u:p+rad.
_ �f.a•4wsw form L 10 1. Class 2000 -D spin tanlarced cparBell ppe of 1M 3 edge Desng sat bad tacbr LC
3� %/% 3 i 4) Class of wY man P . ' fpm d'iam w a Narm dNin may be used for swam .-.
:Aa..n � m u. tt. vOr•4a r - fj
far paYm'rn,- 2_ a� ✓•� Q C Z
m U ct U
CLASS 150 PIPE CLASS 250 PIPE
InAO! 6" _ 6" 8" 10"
Dlarottr
hloamwm d -fi Y- O"5- O"6� -O' •-O"
rein wish
dlue ply WMM wdm Of Bench N 5'-d' ce lest : -
2 sewing of 11w Me Ands tad -i0eit CIO" calla
0e sane a- fen Car 3.
STANDARD .METHODS OF EXCAVATING, LAYING, AND lb �1
RcnnIMC; SFWFR PIPE IN TRENCHEE
' d
a
pipe r'tap r MY ion
X" we, sh ll of measured r the .nom :.1� -,.... .
greater than 6 ncles Columns included. b•'.ween amens of each table indicate 1 Width of Deems shall be nominal of fre N. Pipe pbs " (C we, shoo not De 9'mler
` - - cubic Yards d,co, Crete Der lines fact of Poe 2 Lengm of Deans snail M 1M w1dM of french des 3-O" . 8 WMfs ,fed tab a t the onion n4ess She anti C d Morn Tr. n ' .. 1 11
_ 3 Renlorcaq steel shall be placed 1 -1/2" clear from 1114 side - 8 feet, W rnupW at the tab N Rro%aes eau t peddmq a �• APCN
and bottom of beams tn� pipe snail rat u 4eatp mm wined f0 m4v4es the Mipkr,ess of
- 6 mess 8e emtrxv at ha aw say stwsing -
i 41f beams fge pecast, � "N ends d Iml shall be Wdded expense,pralas cow l boddktg The
,g
Class C cone elf, L TYPE "Z" in cows "C conaeh. 0e 0-k _
nmtoneme,• o _ stated 8 mDudefeu
' \ CLAY PIPE CONCRETE PIPE 5: 2 ,,w Naf1 be placed belreen bD of beans and - _ tie c let be bed
A 7 bottom d t to Ye bearag..- arlf d
STANDARD EXTRA STANDARD EXTRA DO• 91
` - o STRENGTH sTRENGTn STRENGTH STRENGTH' -_
W) Ure cone 2 Ded � �"'
6 5" 0017 OOA 0017 0.017 - CASE-5 -
{! veto
f 1 .°.,E 8 ] 0020 0.020 0.026 0024
oD i w; — -
10 0 032 0.032 0.032 0 031 - 4
If 6 r 2 10 0037 0.037 0.037 0..1
_ 13 "minnun chvanw
,_ -_ !` .�� ' •� t R '3 0030 O.OS O. 0 0050 .- to barrel
` -_ 4 rte. J 18 6 0.063 0064 0.06] 0.064
Coss "
AA
fi inn. 6 mm 21 14 0.074 O.O7a 0074 OC "6 i
s o nee grtrel M�mmum oulsMe 24 1 0089 0090 045E-0 T CtPCIN - -
2 0101 0102 / CASE -3 / a Escwated bads
- _ IrK txu a <otlar 30" 25 013 Olto Cost non Pipe Sam reiparted vat; why pipe .. ,A. y -- O •• GENERAL NOTES
TYPE "2. 33 0.130 O 132 r 544 noN-� Collor M C2 tluptO :.• 1'T on snsNMn F318U R'��,y�q( (used n all taus este7l
�YCRIE re+nforcemlm must 36 0144 0.195 I • WIOCe .._• JOIN `^•.^ '• SM�a s�g3 m" ah"ar
eaend to wha book / :c iN decomposed. RmM, No 3 rocY� v No 4 \
iii mmumum of "'.i:1= $apt fw qra�
•. _- F�' .. _." �- _ ; Wddinq maNriA: I adplstnttenf Fa STOlter mm 27 mews
v t ' - � •.•" . '. �'e' re4ibrted startart b inn Class A carcrete 7 a br eN, br i m old h I
fi�cwS
• -
Cot iron p�p,e . •` 1 .. - canaeh PNe ,Ins permiord. hfs a s(at M% POO WW cn not
hgb thn� 63
.-r.. ,r F Cn F .•,••
a ..
W f ..v ..,R = _ V ORCEMENT FOR PIPE SEWERS _
1 :, r' _ CASE -5 BEDDIN6(LOaO IpQtsp`2.7) wite
._ ANC STORM - _RAINS m - >:''c. f D 1B• 1 Fret a iwoiArd m
-- . Safim A# .`min ' ' III be used rhbe sseclfied m IWms a by *0 Engreb Toe cr1.'al _m�r a:, bllpton
p4daunq -
. _ coded S, Mo puce bud
p a-
Ij jL CDeddelg Stayllt erereu1psed 4uslead
. -.. :- 1700 Y coverer aeddetY > w� - d car 5 aganst n4perred a unsfal!le" CASE -4 BEODpKY /Land factor 301
" A henc!m WdN A u ' ed M Mte Whm repwnd by me Entrwr IN
E
ngreb ahrtanr b
me Conditions wWq donfiff COW
_ 4 1 Paid 10, Of Ift
Gess oe a -` :- r—T—r • vror_ wit peas in vile u:p+rad.
_ �f.a•4wsw form L 10 1. Class 2000 -D spin tanlarced cparBell ppe of 1M 3 edge Desng sat bad tacbr LC
3� %/% 3 i 4) Class of wY man P . ' fpm d'iam w a Narm dNin may be used for swam .-.
:Aa..n � m u. tt. vOr•4a r - fj
far paYm'rn,- 2_ a� ✓•� Q C Z
m U ct U
CLASS 150 PIPE CLASS 250 PIPE
InAO! 6" _ 6" 8" 10"
Dlarottr
hloamwm d -fi Y- O"5- O"6� -O' •-O"
rein wish
dlue ply WMM wdm Of Bench N 5'-d' ce lest : -
2 sewing of 11w Me Ands tad -i0eit CIO" calla
0e sane a- fen Car 3.
STANDARD .METHODS OF EXCAVATING, LAYING, AND lb �1
RcnnIMC; SFWFR PIPE IN TRENCHEE
' d
a
dlue ply WMM wdm Of Bench N 5'-d' ce lest : -
2 sewing of 11w Me Ands tad -i0eit CIO" calla
0e sane a- fen Car 3.
STANDARD .METHODS OF EXCAVATING, LAYING, AND lb �1
RcnnIMC; SFWFR PIPE IN TRENCHEE
' d
a