HomeMy WebLinkAbout1541-24 @ "�oTW INfJ YS FOR U
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Thi/S -5 446 T
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G" FoR V = 6 =0 "oR LGE53, V •
84 FOR V = 6'o TO 20 O" ,# ,
/N5T,4L L 3/�'' �O/NL ET �it/O�O�P
STEEL STEMS
CSL TiP,4NS�WW Y ,BE /N , 'i lY tel ,4z4)
-O1f,4!/Y/NG U 72
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a.. %
(7-
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A? U = 3 IOD ' B��P S ><=><
(VAIL E55 OTNER`f I-65 NOTED, �iPOU/VO �/PE,
CONC FTE _577�NGT/1
CT/O 511,41-Z-.B�' 0M.30GYJ P.5I
E e 28 49,4Y5
/t/O SC,4L E
`V
�V
\ vQ TDP OF C�/.P B
v
oelTl ET oR /A/L ET PV/1-� _.
8:1
�: r, • ,
USE L �2
l/4 " TSI I CK S TEEEL PLATE
PRDVIOE SLDT FDR ANC14OR
30 L T S/ ORI L L FDR SOPPOR T
BOLTS.
.s/r10 " 7W yvEL Opo
STEEL PL<I TE
%sr "�P�D/USS
4 r
h\
/ %G "" / az E /N STEEL �L14TE
IVZ-Z S69AI STUD
XAICh7O,P5 �FaZ L /QB CU OPE NG /L N TES =
N/ OETiq -
;� : �,; _ , 1• T//E STEEL 1iP07EC•1r/O1V BAP SX_ STEEL 11:�L ,91E SN,4LL BE
E,4Cf71 E'/VD•
j Z SI��OO�PT ,BDL TS JA4L L BE Urt//FOP/hL y _S��CE-� BI T• /t/OT TD
r A EM'C'EED 7 ' OA/ CE�1/TEle,
-' 3. SUPPORT BOL T Sf/,4L L e E ,4L72 OSE'
A�P�PO CEO F_ V 644L .
PLAT.=- Sf/AL L .BE 4L N,4�l�lB.PA OSP
� a ���Ro YE -o EQ�,4� . •
5 /iPOTECT/ON z ,4R Sy�LL BE SIL 1-11410'25�14 S USED
V Ot//Tf� �L h%4�BPA /47- /S77 NQI�AL
PROTECT/OPV B14,P -3/4' 'D�-
%" ST/.P/PUP I - 1/4 sa note 5)
("C -61Z L wz-/- le) 1/4 # '
/-See Stiffener
. Detail hereon
r , .: ^. • ' r 3 ,.�A1>/U.� equally evoced.
. •..'
• Center of hole to
r A• X '� 9,�
be t" from 0.0.
D/ y . '
of plat.:
SUPPORT 50LT
!; � r DI/2
.5-ecrlilolv
B
NO SCI4LE
E -T ,� vVf�E/Y OUTLET P/PE E�'TEN 4 B�l�s
p�oP NL T /NTD O!/TZ re 4 3
ST/PEE
,qs- 51-10OI/1/ OSP ,4 O !/1//SPE W6S11
-5 r,4 T/off/
rION
1
G oc,9L-
. • .. � \ /2 C.F. _, ..._... _-• —
.' 0 • � � ` ter. ��1 � �� -�- �-I �� -..�. T�
� 4134
../O/it/T /JOO 2 �4
BARS _.---J• Joh
OWN Ol/ p`!/GS>
/NSTAL Lsti
1.19/V 1//6
-IV
STD
,q/L S -TYPE B
,o /it/L ET OET
BSS/N D�PO
CA
/Vo sC,4l
'
t A aovta" co*r is npo'6d AA+IP 'w pvt* am"*
Qp it 0w AW• iiao�
t N'lP*t of fflth'we ofti 1i11K>Y Arlt ' r�MR it aa�
ov
c1o11�e', L
Ole T fttw be Nbof Ora r
U� M l• 4�1•'ORT,/ R A Awpm,"'r Z" INrVg1i:W P�Aft�'t
1� *wItAi ]WO! f3 e/47M .MVA r At(� .L d t17►fI't.A fld'G:'
!, m1.4 ret ��r eK I NP., IT.V ►*+
sv Aa � ori 114w o► Jaw.,
• o, IMIvtraiv on OWS et 4 0YW lints A its"OW t1N of
' 49 8'0 etc, �• tett►rw A At lett Myr /0!
� dt>t►tf►olMr !f Nl1�' i� AISf
6 , whWo �4 aV /+rgtr'sd d•
(7YRj ci A • ' moo/ lar Of It x Nal' ?AkwrWSS ! ♦
.. s„ a ll IPS m a MRs MO'1 Are
I �• to frW" i t Ott Imo." PAft'
40X pve,
(T Y
r
1
�,c�uc AR ilE;3
C
VIA""
A
n
."Mm"
SO" to 390
-_
Plum=
2
94 =_9 T
3.Aw.,'!
SQ•
liffm.0
MUM
1
Plain or reinforced
• Catch Basin plans
o •; r
/Varies to suit
\�f Conditions
r
�'
• 4.
96'
;� :
� t12,
6d 63
•
1-;fi
. p , :.o.
4
AIrw or &6f
f
ri
Iw, Cof G GakVII-A� --
/V
77FS Z( -?IN- Z 7
�4tC�/�•
1
J_ 4 C•karbr r,*#
DI 5„
of
A
n
16
14
SO" to 390
-_
12
2
94 =_9 T
3.Aw.,'!
SQ•
is 2
1
Plain or reinforced
• Catch Basin plans
o •; r
/Varies to suit
\�f Conditions
r
�'
• 4.
96'
;� :
� t12,
6d 63
•
1-;fi
. p , :.o.
4
16.50
34
-
00 RISER
DIAMETER
C.S•P.
GAUGE
1e" to 2T'
16
14
SO" to 390
42' to 46-
12
31" to 66,
10
+�----Ring OLD.
Cl TOP PLATE
/R>E/i/iiil4
So detail for \
--/T Intl
W
2 ROW5
5AN0 9445
A/0 Sc4zz
Lt>ekwq Device1.
Elevr A -J/Ir std. pipe or mild steel bar
"Wita on 1/4" K 2" Wide w
IC.S.P. O.D. /
I �4 I
, f .
Ir I \
wl
t/4 Steel 0019
ptocee
I \
I n DETAIL- PLA -TE STIFFENER
r- - -- 3/4 Hole to /
1 1 match top pfate�
-- BOTTOM VIEW
�-Std. poly. c/xln-
(6 action (sand. CAGE RETAINER RING
rmin.:min. ' r Conc. Collor
-' C.S.P.-* -R.CP d o -R.C.P. Nl\
C. S. P, .a i.
Slope to drain --i-
+ 1 r. �. 4" $'�,i,
_.}-- ` ALTERNATE JUNCTION
- �, g�" {I Ory pack
D T ! Lit
Conc. slob��--i _ .�.... z 1
ELEVATIONt3�
2 I/2r1
X 2 I/2 nX 5/13 Teflon tope-_ C+—
Steel Liar (iyp.)- N,
NOTES coif and weld
I. Riser pipe shall extend to"Elev. A".
2. Elevation A, DI, DT, LI, Lt are shown on plane. 5/8"x S/8 "Spacer— u^
3. Corrugated steel pipe shell conform to AASHO M-36.
4. Grote assembly shall be golvapizel offer fabrication. •�'T
5. For D154" and larger, weld 11/t x 114 x 14 angles to plate with 1"weids of 64O.C. ;/2"Allen bolt 11
6. no number of bars on prole 0110111"0.7. Gage of pipe for diameter Ds shall be some as for riser.
f3. Riser and shb shall be shop fabricated and go1Vanlzsd after welding. HOL D -DOWN
OETi9/L —
/NLET on
STir'UC7Z/rQE
F% --
NOTES
f D olue3 fbr f'orre on this plan.
';"i r 4 �� f I - M8t f of v 2 - CENTER Of MANtlOLF S/lAfT shall be /ocatiedover center line of.5f'orn:
I ,
> sR dies 'n 41- r - - -` L) �norrul (XJ/:5X10geto be mded
Broin when diameter A is 48'or le.93, in which core place E bar iyrn
0 51 P, 11C 'p
TOf' OF ---
BEDO/NG
E-.YC,4V 4 T/ON 717
7-f•//5 L/NF
OERA-J/ 77—EV
M//V•
GENERAL NOTES:
1. BEDDING 'A' SHALL I* COMPOSED OF SAND, NO. 3 OR NO. 4 CRU$HEO
ROCK OR GRAVEL, OR OTHER GRANULAR MATERIAL AS MAY BE
SPECIFIED CYR OTHERWISE APPROVED BY THE ENGINEER. THE MAXIMUM
SIZE R(X:x OR GRAVEL SHAD BE NO. 3 FOR PIPE 27" IN DIAMETER
AND LAR;;E14, AND NO. 4 FOR PIPE SMALLER THAN 27" IN DIAMETER.
BEDDING '81 SHALL 9E COMPOSED OF SAN) OR OMER GRANULAR
MATERIAL AS MAY BE SPECIFIED OR OTHERNI•SE'APPROVEO BY THE
ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING BALANCE OF
BACKFILL.
2. LASE 11 SE90 ING AND BACKFILL AROUND PIPE (LOAD FACTOR 1.8)
A. "W" AT SFnIW3 'Vu LINE SHALL NOT BE LESS THAN THE
FOLLOW!NG: 6" FOR PIPE 60" OR LESS IN DIAMETER, 10" FOR
PIPE 53" TO 108" INCLUSIVE IN DIAMETER AND 12" FOR PIPE
LARGER THAN 108" IN DIAMETER. THESE DIMENSIONS MY
MCLUC ,THE THICKNESS OF ANY SHEETING.
B. WIIERE COVER IS 10' OR LESS, "W" MEASURED AT THE TOP OF
PINE MAY BE ►NY DIMENSION C41EATER THAN THE ABOVE
SPECIFIED M;N!MUM, UNLESS OTHERWISE SPECIFIED ON THr-
PROJECT DRAWINGS.
C. W11ERE COVER IS GREATER THAN 101 "W" W.ASINRED AT THE TOP
Of T'tc PIPE StIALL NOT BE GREATER THAN 10" FOR PIPE 108"
IN DIAMETER OR LESS, OR 12" fOR PIPE OVER 108" IN
D!AMETER UNLESS THE CONTRACTOR AT HIS OWN EXPENSE
PROVIDES CASE 1 eEr101NG OR STRONGER PIPE, TIIESE
DIMENSION1 INCLUDE TIME THICKNESS OF ANY SIIf.ETING.
--- BE'OG;'NG "B
%g O/A. AL1/N.
t
T
5EDD/N6 `i4 "
BEDDING t4ATERIAL BELOW BOTTOM OF PIPE SHALL eE
1/12 01 FOR PIPES 59" AND ILMWAX IM DIAMETER, AND
4" FOR PIPES LESS THAN 39" IN DIAMETER IP No
CASE SHALL IT BE LESS THAN I1+ e4LOW ANY e4t1.4, ON
COLLAR,
NOTE,
SC11EE0 800ING 'AI TO FIT OURYAIURE AND OPADE OF
PIPE. TYPE OF SCREED AND THE METHOD -W USE To •E
APPROVED BY THE ENGINEER.
rade
DETAIL -
R.C.R BEDDING
F
N. T. 9.
For outlet see Standard
Plain or reinforced
• Catch Basin plans
o •; r
/Varies to suit
\�f Conditions
r concrete pipe or C.M.P. Main Line
• 4.
96'
14'
. p , :.o.
�� ' •j 4 ~-
` J 'See
Y: Catch basin Floor
�' ^_b
-
_
- _F r ' min. Note 4
Plain or reinforced
--
16J'
r , - /See Note 7
See Note 7--, g�• cont, pipe or C.M.P.
1�Q'_
of
,
�` v•
JX
J_a
Tr I /7�
I '
�o -
��, `'0420-C- 2000
PLAN
Bedding of
inlet pipe ---
`B�min�
rrr Conc. encasement
,Connector pipe
8
420-C-2000
c
'•' Elev. S.
;.'o'. ' Q' A
See Note 4 ti t-%
Mc_
with
with
concrete or
% o•' see note 3
'•�•
4"Min.`-, �'- Closs'C" mortar
1•---1-1
compo(( soil to
�,•{o ,• �,•
/•a;
��
�
' \
relative density ��'
required by
'
_ _
- y -
CASE 2
-7--- , �\ ,
specifications-'
>Pipe bedding--., D,
';
�I O-
%U .ur: :'o'. ` ;o•'
Note. All connector pipes (within the angles specified for Case 2)
(iii
Undisturbed earth�
shall be encosed when laid within the main line excavated
trench, or when lord on fill which has not been densilied.
SECTION 8-13
SECTION
CASE I
NOTES. CASE I AND CASE 2
CASE 3 -SADDLE CONNECTION
Main Line 1. Angle A shall be between 45°degrees and 90 degrees and NOTES: CASE 3
D shall be 24 Inches or less. For smaller values of A and 1.
Connections to pipes 21 inches or less in diameter without
larger values of D, use appropriate standard structure.
junction structures or precast Y bronches shall be mode
t
with saddles
Cluss "C" mortar-,
2 In no case shall lhe•outside diameter of the inlet pipe ex- 2.
Trim or cut saddle to fit snugly over the outside of the
00
-
teed one - half the inside diameter of the main storm drain.
main pipe, and so its axis will be on the line and grade
of the connecting pipe.
O, l
3 Center line of inlet shalt be on radius of main storm drain 3.
The opening into the pipe shall be cut and trimmed to
l 0.D.1'
1 ��
except where Elevation S is shown on project drawings.
fit the saddle so that no part will project within the Dore
I Z----1.'
���j 8
of the saddle pipe
u' M"' :t>.
(\ 1 ti j
��-_7
4 The opening into the main storm drain shall be the outside 4.
The connecting pipe shall be supported as shown in Cases
0 D
1 �\ 1
diameter of the inlet pipe plus one inch minimum or 3 inch
I and 2.
141. s'--Buc.kfill
c' �i
'
maximum
P
o' • p o. Pipe bedding t - I ,��—
5 All corrugoled metal pipe and fittings shall be galvanized
4' °
' --.1,]•
DETAIL_
6 It Angle 8 is 45 degrees or less, use Case I It Angle B
is greater than 45 degrees, use Case 2
SECTION C -C SECTION A -A
CASE I
7 Burn or chip errd of connector pipe (lush with Inner surface
JUNCTION STRUCTURE
of mainline pipe Round edge of concrete pipe or reinforced
concrete pipe
J. S.
A 8. Station specified on drawings applies of the intersection of inside
wall of main storm drain and center line of inlet pipe
W. T. 5,
>;xl" ring seat St t
B- -1 : Edges to be rounded Omit This �tGp irk j _ rCC 9 _ _ _ max Min.
►Ain
to 3" Radius paved streets J Tor __. - ed streets I I" 8V
t,4 CL
For unpaved Sirs. 16' i5"
14 24
\l( See Nolo P)
40
�� ' • -_ \fit -� I '• . • 'c
44-:_
I t 8 ill f
file t/vcoll orourid3tsarrat45°wrthcenterlr itJbar /{•/; \\� ' •�C \ I!C - • r
06, t boo I 1 _L ' �' I` face c if co/ lc l -e to nae and Ain A / , _ �1 A yi T•' 3'- 6' •T
3'3"'br7g -- - Hit -- /, 4r ' 3. Of TAIL &f When_depthot'manholef)-b �trretgrtadetotofuofbar I � 1 ;` 1 ;� �{� �- Q _ •.•!
rs less (Lyon 2'-10 fbr ved.gtreet a'3'-6"1Drun ved 5treet,constr-c. t / z L I `� L 't
' 4, 11 ba; 9 41 f Po ; r * • , ' t , —,�-== � '��� • r: ^ •• • ,�
T • I f I /,bolus • 10. o►f'.S/wr t or I 1" 3' o- /„r rg n,orrob thrc 5ho1Y ,,9 per Detail M. ShotY tbrony dep th of mlonho% rnoy \ I t ► i / \ / j•�.� �_�' a. l; D
A�, - -� ,' M3'-0 moximc/r�, 1 �-� I be cco_51ructedos per Oetall M. When dtd1mfer Or 15 46'or le55,cente: -1 \ � 1 !� ' % J - � i � 1-1— .: ; L
�- -1 3-4Jbor54-6lon L- -- -- , •
D bars ' - t- r+ 9 of 311a fY may be loco ted os per note 2" 1--I �+ � • '�.'
i t Yhc a.vil add l bnr� \ �r' / ,'� Radius = i. R of spur! r-1-- -- 4 > > • ;
3 "o c - - ► 4 THICXNM Of OECX ,shall Pot V when nece3wry to provide le vel pipe sit i.., _, , ,.._ i "� f -T" -
6 ac to iron de edge PLAN -- t } - '
I butshollnotbeless than fobulor Yolues for fshownon this plan
t �.1 — �" �7'
Tie bar - - -- -- = - -', - - -t of manhole !�' P T� `r /_/! A I f s t ee I ft.,n f. — '-` % _ '� — s` - • .�:''' -
'v` j
<-- 1 (Rin 3 and cover not shown) 5 IPf/NfORCING WEL to be per 2-D171 I clear Ruin fbiceof concrete -- �— - t-- .•• •#
he bat, 9 ri► unless shown otherwise. — -�'' ;- *4 bars, 4"O.C. o
( 1 I Stneetgrade- ,
Concrete ,35 - . _ _ _ _
I I L) , f I 0mi t thu 5 Rep 5 r 1 "Ring lea t hbx Mn, 6 STf PS shoal/ be AV rour)d yc7hronr zed steel ar;,d onchorvd no t less t' ' /_ . �C �. - ' •� t- - ------------
Omit
- - - - - - - - �
►t•*- - -i - -+' •+ r for ►ed5tree' Ir 6 ` thori 6'Itrhe3 in the Pm// -5 of3tructure.Un/ew ottwrwim Shown `'" N TION C'
in powd 3tiveis `1 r _-_ ' ,L .
PLAN t1bar • • .?; .,` _ - ) lrrr ur ved .sty s 16' 15' the 3pocif)9 5holl be 14"% 150. ciO4?v /�st5tep3to1/notbe rnory than is SEC C
(Shofh not Shown) 16"tbr pard 5tncwh ,;' • Zq• js ' 6' rl tx7r - _ 2'-6'above the invert. Tae Std Dwq 2-0 96 DETAIL N PLAN
Z ?'for cx)faawd3treeis I ` ,� _ 7- RINGS,RCDUM9ANV PIPC foraccess .s wrfshalltaesedtardrnmo ,tar PLAN NOTES
Mk7nhole ftfrreafx ,. �orioble Shaft not shown ' 11 y
St/le'etyrtol�le 6~' _ •. - _ f bars cY/ld /l�atl poff?fe l or wr� inside t1w.3hoft (shaft not Shown) N - HEIGHT H (in s•c A -A and se a D1 +•rlt b� not l••a than •i-opeufitdaa••. incr�a•sd
OVer' Plait Ab Z -OW 4? 1 S T ` r` stili N(:)tc til prwv,d.d thot the value or M shall be rwl lees t an the minienurn s Itwl lie re.-
• t d SIAIIOIV,a of nx7nho/es Shownai �Jdno / otcenterofsl,rlf't ucer shalt b: used. for H (in eec.0-c• see tete P.
ml3aly steel r-Caacrle114 rirsgs orxt 4•titxi/s Pp.�/ strcct r e -� Manhole frame and cover
i
7 g L- ENGTIi L ehatl be a feel n1a oth rwire show on plan. L tt,ay be
' R Rour►d f 1c Muttons stx�wii ntStptions r� er to pro owed rnvt°rt9itxtellne: r- A TPlan No 2-D 4?2 ,►,�...�� ar toc••r.o<, �' •* t + *a.r #o .>4eex p►pc sr as,
3 N•n5 - - - - _ - ?4'_ r r>�dtacer, Pk)n Akz ' DA07 •
- t , F edge:J • f `� fl O(�R of rnunho%,,1x7/l:le steel troweled to spr/ngrrxy tine
Sib D : o to 3T 0 800Y of fnof)hole Shall be poured in one coritrn(x�u5 ope/ntlon. °' o IN- 5HAFT a�,o•tr �o•satitructed 00 roc -C 4.r.d 1]atoit N when dsprtt M Ft an. #rri
- Minimum 2 /U with
3.0'. w t1 h
2-096 _ 1 except t that a corrstr coon o/nt witha to /tudlnol ice wn( moi r J70GalvaTnized p er+ tet' ""r I' 'a` �' r-w� nor .r.�.ao ofa•-•• fo-
unpowea
i pav+ed3tneet3 r �' P J n9 y I .-�► u ti '
I Alirlin)um 3'-6"with �, be placed of the spr•ir)g/rlq line steel stops. (/),`-t P -w nodic m '" (in we , ems � ���or• I*". � 6' when large' veF+►os of Fr
3'xZ'Pr S t•, Z~ 1 unpovedatreet3. -`-?-- ll - L NG TN L ANO fMBfD�PE)V/T Psholl have the f611owrr)y rvlues FS a= 4; 14 to 15 `0 C. �,�,,,,,• T_T �,,,;; ve a• for vales or rS up to and including a t.at.
L V +air �~ `ld :i � q 2-!)96
Y _ unless otherwise stwwlr on plan ! 3t '.4: i T shall Ix to" for value. aF M �u 4 Cyst, S ,
See Note 3 8 •: a Pressure Manhok No.1 Is s coed on Ions see Std Dw
of e• 4' •, £bar,! DETAIL M for Uz-96'or legs 1. `5'6'. P-5' u N a: ,-r,....... 3 -- i, 7 Whar Pr Pe P 9.2-0210 note 3. �(ES
f �0 Q
Note 3) v 36 R,uP. ' v •:: , ' t 1—STEPS phall be round olvp ni steel and oncho d not less tha i. I Ghee
(see 0 over 96 L - 6 ' O' , ' s p , .. yy a > r� rl r�
1 IPtwnd Tie bar 2 }Lf U .-; ?, -T ,r. J
the walls of elry 1►rile�Ss oN+errw�4 stfo n� steps aF,afl be spaced 1�" TO 1$"O.C. y O
L fno be incr eo5ed or loco of monhole Shifted to meet r ends C (L Ill) r ►.:% - �- ! ' Yitc lowest Rite shall be rat more than 2 feel raDaJa ►he Ica a at slot of manr,ote flour.
e r a- J bons y pipe �� 1"3 � .� O I s s Std D �- t.
fb 'R- _ - Springing line
r - Inlet 49149whon
I •�'` applies of th13 point
04, /8 tic both i ntrl s, to
be u3ed w/len OZ i5
SECTION A`A 6U "prover
. - P►pe Seat level
E bar i �- See Ab fV 4
`t Vit• 3•R I r,
i •..D � r-• i `
' P-+' 2'4� 21-4� i..P
N
TABLE OF VALUES FOR "F"
F
F
-_D&_
4r
90.
45'
7
96'
14'
51'
Q
100-
16'
54�
9
114'
16J'
57-
9T
1�Q'_
JX
. _11'
17r
-
-
fz3?_
1 t
_ 17
Q,
Mc_
7?;
When L rooter than that Shown rrtIt t.e /s 3 /fieoJ D bora .5holl tae 0 3' fi,,, ,,, ,, - o T-. -- T- �- f4° 3000 poi at 28 days.
I I
Continued 6,ocN - S -O �� •-t.•,.:. 'S-pr-prSTELL ;+holt be },cr 2~0171, strorgh} b•rre t{"tlsur1from
/2- D BARS •shall be 4 fbr D? -39'or le55, 15 for Dt' 42'to 84'locluir►�e p fir: -'
Pipe 2aea►f •: t'AI
4C� �ncrvrc. I "
'' ••1'' p 3 `fQC�IU`_', I 4 -STATIONS or manholes (+hewn on Plan 0 1 of .center line d shaft. I?levaGons >
and "6 for OZ - 90 "or over be bora shoH be "3 bora ''> �• 3- -- - 4 u I I Z i „ I arc ►, .► • center Ana rlerar t. the pr ob�f.�'sd invert 9radc 11n0 . Bs. Holt L Exp, 3 3� g0 t /
13- f� - 3000 p.ai at 28 drays , ,� ,.� ;� �_ Co. z o I ► 1 4 .1 ,i;Y+�rr 1.
_ I I ,. , I 5-frLOOR oto' nnanhole ehdll 6r1 shael-►r•�oweled.
/ C )iuutld ori ra < w.,Z 1 t I - ��..__�� {r
4- enterline of irlletl4pe to intersect ii75K/e fbre ufcor►eotspr tfnjlrAT _ 4 7 , � t 1 n-RINc;S, rsdrrcer and trips aceta• shaft shall be eaatsd in mart rand nsc,tly
or Inn f, a 1'' t paimed or wiped made
line unless otherwise shown 'eta 'N 0� I t , L I
(4047 �ueol 1 e/os-v� - N'N) 4`►t . - - -�; T-� -_ _. -_.. 4'H DETAIL — f Ol~ Cpl `
i.
DETAIL • -
;'' j• Loges }`• �: ::. rcx�c point ; �Sce N.ste.4.'I
..�, ;�i ��. �_ �.-- �. __ ` MANHOLE NO. I
optional bottom AS BUILT*
dl 1 r I •: •:,* � s •~ " I ` N.T.J.
1 I MANHOLE N0 .. -...- �' .' . s
. 2 SECTION 8- a
- r � .._ � Initt tl.v.tron
_ �-
,f - -_ N.7.5, SECTION A -A**
Groole pointy L°pplirt°ttai><point CITY OF FONTANA, CALIFORNIA.
See Note 8
TION B- B / 4,90ED COLLAR �/O/NT DET,Q/L AW ?//9/99 I'm 8, W-09 PUBLIC WORKS DEPARTMENT
N07E5: DRAWN
aL5 � STORM DRAIN PLANS SCALE
l5. 1_afera/s : If 141era/s enfer- oh bof�t -51a'&5•NONE'
of manhole, access sha7q ,shall be F ESIGNED 8
located oar side receivinq the smaller 14.5 RE�NIGL AVE: COSTA MESA. CALIFORNIA 926215-4675 (714) 641 8777 MISCELLANEOUS D
la�etvl. LQf'eral shall be de5i nafeCl CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING q 5 •
oh �rnProvemehf p,v/ars as righty or /C f- CHECKED 8Y DATE
bac/rt On dIrCr,1in" 07< sfafioh�r� PREPARED UNDER THE SUPERVISION OF: C. /V MILLER AVENUE EXTENSION
9 16,1108 N0. .--•�----. L OR. NU. SHT, N0.
E N G R'S. CITY C'_ 3 -3 8$ -- .3 %� APPROVED T- '� l i�•� ^
NO. REVISIONS APPROVAL DATE ,APPROVAL DATE p C: .HOGai•l._ R.C.E. 2110229 Q IrIVIL_-ENGINEER R. .40D� r � OF �O .
H D TE R E