HomeMy WebLinkAbout1863-8tt riveted, use 2- f cstrrtR
rivets of esah corner -
(See note 3 1 - N ` A shell not •xe•ed 4P
11evete lk x 3"s
x x4r +'�" Angle ~ net exesed 4!M' Lswt who" side flow exceeds 10%
1~ C Top of s1bf1 M T �• when side flow exceeds 10 of main line flow.
roof rat gr'! I
1
I
'
25-
3.12 C flush with surface of t"'11 Id. ' of main lin flow ( t T �.• -d -� T \ V !•-� f -s"
\ street on all corners. R. -C>�« a •% 1 D/4" recon gefvstMeN , [ hers rltrtin.l I (thin.) 4w1 4' tnatsr fine
n it t Cove* steels I-4 L
!►root srrtoae Re ho ! ome Manhole frame i Cover _ f ___ it I ( I I I I��E E" RN. ( I I II� • c. , 8 ' 1 Se• not A
1 31" Per Std. Drug. 204 204 ►- - - I , - 1' �:�.. III , 11G 4"X 4" Ilerf ---- _
Per Still. 0 rr+g . _ _ n+ortar fi 0 bars ' O.C. _ �--
B'�_ -- P
1 1r► )7
te1A. " A I A �T �"�. 1'-2" '': SEE NOTE "A" T _ •. -3..► J
i min. �, u., T bare ,
asphalt asphalt ++ I•- �7
Pio i P P t �- i N+ L I _� ••.; ••• w .,, A
_ENO SPACER
LRodlus •dgt-. 6" x 6„ ' -- z S re<
g w
(See note oncrete collar " " '� 4� I
2"i :j :R "+- 6 X 6 All steel reinforcement
•p' w w • COn r '• •• - - I J I I
C et! c011P1► I _ 4
4
2 0. C . � 1
- I
[ hers 4
S
t Rttu
.. 3 K s s
Tit Rode- SECTION C C r... } E . - ♦ � .... ' - -•i-r- -- t -� .1
'>-(See note 6) 1 _ r } ' + ' �� ' .• : '.. - - _ Rad. =1. D. of spur 2 - S lows i' e.e. «._ Tie bars o f
aa Maximum distance from ! • •' � .:`'� ►- -�-- - - - , ��s�.v. �i tie -_ -%-rte- �-r
-{ - .. T surface to first step . ' c'i !" -� '�- / -T
I -(Tye) r hitcher Belts ••I 1 1. • r • ; shall los i 7" i. .�- I B - i a.~t Itio6
eat
tel. we •
(See nets 3i 1"'- 1 » M e s I III, I ovation levo ; I [lovation
►- I T Imo_ D: PII
# R PLAN 5L%; VW a -e
x x x l 4" CENTER SPt4CER L
so' ole. R . � SECTIOIN B - e
dos. tela � tort � �CTfON A-� � � -
corner for Anchor Belts- PLAN
1. shoo not oho
1 Shaft net shawnt
(see Heft s1- -PLAX TYPI CAI. 'SECTION TYPICAL '� ECT10 N or I Ago
Manhole France s Cover
end speows • „ ECCENTRIC M A NM O L!ERL�IT TOP MANHOLE w w Street Greft Per Std.. Drug. 204
x3 X4o rets. "
set OeteilT - - _ -S T lesr►ltele Frsaw s Cover Two (2) ine# deep seat to correspond to pear t ills state, �-
r-- Normal dlreetiem vroo Per Std. brwg. 204 grout between shaft and ssM. 1'-0"
ftI I of flow 11_0« WA 1. 4'•d
•T Die. Botts -(See netts 10141maX + ;
"'
oared ee
'--L- ,, - 2' - IO,/e" veep strs
L - - - - 1
Concrete rings .� Minin�nurn 2-t0 VZ" tar /turd stretN Concrete rings ngs wtwr wm
►=' Mininwrn 3'- 6' writ unpaved streets � �
Center spacers i� lowr t reducer per r-. L�0"� �',• . Minimum 3'-6" far enpaved streets (Sea Voter "/') s reducer per a I Minorum Outside
See Detail qDio. holes (Typ.l - s f ``
_-- td. Drwg. 331 1 �� std. Orwg. 331 .1. I face of concrete
ate Note .3 Sheat 2
KCTION •-1 - - " • • , ' ,
v �' � Max. 30" diameter sic. into , 's (
_ I '1111 4
_ e sA" round gatvan- Use Std. Drug. 323(Junction 1 i
NOT D + _ - - "� 1zed steel steps Structure
uctdanti o side inlets I \ , r
I
1. Center t AsstntM-shat used wf►tn tMre or mart ./'LAN. bars « C I I I I�'' 3E NO "A" i - i' o. N n . -- 3 _0 r i �� E Dors _ _ _ _ 1 •4 M rrs 1-d Iwh,
3wppor y or �•+ w 1 E TE , Manho I e Franne t Cover
Aroti s ore specified. Use 5 Ill.9(H) Seawlw M boom -(Set nett 1) . 9 1 •�-• -� Per Std. t)rwg. 204
n� Round edges of Inlets S•• not• A �� • j "� 7i• Omit Mie stet
r 11 y' �.
seat not! 1.
R'
-7. Iona. C .� ahee►td ,N i is ,ver-1� -1� 0 br+rs in paver Oct% �o ee
.• Moa. 30" diometer side Mat. Mae std. •' a+r!4 •Ogen inlet e+.vevien I , d
!. All exposed metal pert: slteNl be gelvertlzed. wtldlnS= � N -�2 � I
\ 1 - �0• � ':" T. � �..- w ►, M'+r! 32S (Junction Structure IIT) �'i.� to3 rooms � �---aopl:es at this ..16 � 1 oK Std. Orv+q. 331
machining, & drilling shall be done before galvanizing. AM
dimensions ore finished dimension: a include golvanizing. _ r for side Inlets 30 dion+•f•r. II
• - _ _ . d: Ittttt elevation �! - f pen t M ba► streets
L + - ` : �.:. ,i ;,'�, of this point (. M to -or = ifcr uranvee •t►*ets i 16 IS
-:
S. Frame may be riveted or welded. home >! Grating shall be _ ,, (, P 1. • -�-�}'
tested for accuracy of fit a shall be marked in sets before tlh --�
3 . '
Val We , edges
w
4. Seat holes she" be t ON. unless of%wwfse specifled. setts DETAIL OF STEP ��TAI L DF Q0W e �-•I T 3'_d-= T �.. T . ��'-�" tin ,rr..�. `' a bars
(not rivets or welds) shote be used to join twe or more frames r �" s:.: T 0 Gere
to (M) beorM. ;CENTER SUPOORT ASSEMBLY, NOTE SECTION A -A SECTION A -A `• T
!. Anchorw Solts **I be '� Die. x or win seprere heed s r4o.
•. Tit reds shell be f Die. s 25 f, threaded }" on bolt ends. UN -
Z
w w • R•W : •.
1. Steps y" In tofrgth Sha I 1 be used In 24" I.O. ern 1 is . T n o , t' to 3" s
Two (2) inch deep soot to Coospo nd to manhole
one, #ole. square hood nut each end. �
Steps 1" i n length shall los used l n 36" b ltd" 1. ®. units. rr
Manhole shaft shall los 41-011 and •Nunet eon Structure •..
t cture bottom width shaft grout between shaft and seal.
T. AN ports st+te" be of structural grade sled, except spacers, ,
T '
!. Steps shall los 3/411steel conforming to A. S. T.M. A57'j, AS7i, f aha 11 be 1 Increased to 4' -0" m 1 n ttm,ttt when M=1-151. •.•.� ys•. �
which shalt be tinter test iron ear steel. or A615, galvanized after far i cation in accordance with A. S . T.M. A123. -�•
1. Ise bicycle proof ductile Iran grates or IIIil"d stoill IECTiON 0-0
grates as approved b Director r•c for of Engineering Haar I n and 3. The maximum spacing between steps shall be 17" Reinforce fleer to pipet
f pp Y 9 greater than W diameter
Co mtun I t y Development. 411. Steps alba 11 haw a ie i n I ttwm of 4" pro j ee t 1 on from pint of enrbedntat t w 4 at 12" both we"
and • m i n i mom of 3" embedeteplt .
DETAIL M
_ .,... AW - SVA
FRAME AND GRATING STORM DRAIN MANHOLE ABLE LLIFES
01k T
FOR CATCH BASINS STEPS, RINGS ,AND DETAILS 4
1
NO SCALE NO SCALE or sia For�.e2o�
CITY OF FULLERTON STD. NO. 305 CITY OF FULLERTON• STD. NO. 331 Max.1 Min.
Str t del For paved streets I1" 111/2
'Cameros rlttgs w F tr I "
Std. Drug. 331 (See Note 4 ) a
44x 4"- mortar met Q s�
,. 7
t
For top SiOb /reinforcement,Omit this step L_ in paved streets M
s4+t std, drowingA. _ .• `�,.«
4 I V!
~ -� r-4" for paved streets.
r . Isle_,
2 -e for unpaved street's I = 14
p:. P # - Roved edges of inlets 1016
I 1/2"
- 21 T i SEE NOTE "A"
' A .� t 1 1 4 I/2'
' AM stttf reinforcement : 1 Z0_ 17
'26" 17
„
Round •d9es '' ��,� - vt
f I I • Manhole shaft shall be P-0" and Junction Structure'
bottom wi �
� j I dth hall ed i
Will; - •-
lh �Grn
-T
I�
� � /�• ... �� � tttititM
s� et>• =7
•
•- mow.
��-.eve
WALL
END
WALL
FLOOR
OF
OF
T
-_
STEELTEE
•v- w
NO SCALE
EKE
i-
3.12 C flush with surface of t"'11 Id. ' of main lin flow ( t T �.• -d -� T \ V !•-� f -s"
\ street on all corners. R. -C>�« a •% 1 D/4" recon gefvstMeN , [ hers rltrtin.l I (thin.) 4w1 4' tnatsr fine
n it t Cove* steels I-4 L
!►root srrtoae Re ho ! ome Manhole frame i Cover _ f ___ it I ( I I I I��E E" RN. ( I I II� • c. , 8 ' 1 Se• not A
1 31" Per Std. Drug. 204 204 ►- - - I , - 1' �:�.. III , 11G 4"X 4" Ilerf ---- _
Per Still. 0 rr+g . _ _ n+ortar fi 0 bars ' O.C. _ �--
B'�_ -- P
1 1r► )7
te1A. " A I A �T �"�. 1'-2" '': SEE NOTE "A" T _ •. -3..► J
i min. �, u., T bare ,
asphalt asphalt ++ I•- �7
Pio i P P t �- i N+ L I _� ••.; ••• w .,, A
_ENO SPACER
LRodlus •dgt-. 6" x 6„ ' -- z S re<
g w
(See note oncrete collar " " '� 4� I
2"i :j :R "+- 6 X 6 All steel reinforcement
•p' w w • COn r '• •• - - I J I I
C et! c011P1► I _ 4
4
2 0. C . � 1
- I
[ hers 4
S
t Rttu
.. 3 K s s
Tit Rode- SECTION C C r... } E . - ♦ � .... ' - -•i-r- -- t -� .1
'>-(See note 6) 1 _ r } ' + ' �� ' .• : '.. - - _ Rad. =1. D. of spur 2 - S lows i' e.e. «._ Tie bars o f
aa Maximum distance from ! • •' � .:`'� ►- -�-- - - - , ��s�.v. �i tie -_ -%-rte- �-r
-{ - .. T surface to first step . ' c'i !" -� '�- / -T
I -(Tye) r hitcher Belts ••I 1 1. • r • ; shall los i 7" i. .�- I B - i a.~t Itio6
eat
tel. we •
(See nets 3i 1"'- 1 » M e s I III, I ovation levo ; I [lovation
►- I T Imo_ D: PII
# R PLAN 5L%; VW a -e
x x x l 4" CENTER SPt4CER L
so' ole. R . � SECTIOIN B - e
dos. tela � tort � �CTfON A-� � � -
corner for Anchor Belts- PLAN
1. shoo not oho
1 Shaft net shawnt
(see Heft s1- -PLAX TYPI CAI. 'SECTION TYPICAL '� ECT10 N or I Ago
Manhole France s Cover
end speows • „ ECCENTRIC M A NM O L!ERL�IT TOP MANHOLE w w Street Greft Per Std.. Drug. 204
x3 X4o rets. "
set OeteilT - - _ -S T lesr►ltele Frsaw s Cover Two (2) ine# deep seat to correspond to pear t ills state, �-
r-- Normal dlreetiem vroo Per Std. brwg. 204 grout between shaft and ssM. 1'-0"
ftI I of flow 11_0« WA 1. 4'•d
•T Die. Botts -(See netts 10141maX + ;
"'
oared ee
'--L- ,, - 2' - IO,/e" veep strs
L - - - - 1
Concrete rings .� Minin�nurn 2-t0 VZ" tar /turd stretN Concrete rings ngs wtwr wm
►=' Mininwrn 3'- 6' writ unpaved streets � �
Center spacers i� lowr t reducer per r-. L�0"� �',• . Minimum 3'-6" far enpaved streets (Sea Voter "/') s reducer per a I Minorum Outside
See Detail qDio. holes (Typ.l - s f ``
_-- td. Drwg. 331 1 �� std. Orwg. 331 .1. I face of concrete
ate Note .3 Sheat 2
KCTION •-1 - - " • • , ' ,
v �' � Max. 30" diameter sic. into , 's (
_ I '1111 4
_ e sA" round gatvan- Use Std. Drug. 323(Junction 1 i
NOT D + _ - - "� 1zed steel steps Structure
uctdanti o side inlets I \ , r
I
1. Center t AsstntM-shat used wf►tn tMre or mart ./'LAN. bars « C I I I I�'' 3E NO "A" i - i' o. N n . -- 3 _0 r i �� E Dors _ _ _ _ 1 •4 M rrs 1-d Iwh,
3wppor y or �•+ w 1 E TE , Manho I e Franne t Cover
Aroti s ore specified. Use 5 Ill.9(H) Seawlw M boom -(Set nett 1) . 9 1 •�-• -� Per Std. t)rwg. 204
n� Round edges of Inlets S•• not• A �� • j "� 7i• Omit Mie stet
r 11 y' �.
seat not! 1.
R'
-7. Iona. C .� ahee►td ,N i is ,ver-1� -1� 0 br+rs in paver Oct% �o ee
.• Moa. 30" diometer side Mat. Mae std. •' a+r!4 •Ogen inlet e+.vevien I , d
!. All exposed metal pert: slteNl be gelvertlzed. wtldlnS= � N -�2 � I
\ 1 - �0• � ':" T. � �..- w ►, M'+r! 32S (Junction Structure IIT) �'i.� to3 rooms � �---aopl:es at this ..16 � 1 oK Std. Orv+q. 331
machining, & drilling shall be done before galvanizing. AM
dimensions ore finished dimension: a include golvanizing. _ r for side Inlets 30 dion+•f•r. II
• - _ _ . d: Ittttt elevation �! - f pen t M ba► streets
L + - ` : �.:. ,i ;,'�, of this point (. M to -or = ifcr uranvee •t►*ets i 16 IS
-:
S. Frame may be riveted or welded. home >! Grating shall be _ ,, (, P 1. • -�-�}'
tested for accuracy of fit a shall be marked in sets before tlh --�
3 . '
Val We , edges
w
4. Seat holes she" be t ON. unless of%wwfse specifled. setts DETAIL OF STEP ��TAI L DF Q0W e �-•I T 3'_d-= T �.. T . ��'-�" tin ,rr..�. `' a bars
(not rivets or welds) shote be used to join twe or more frames r �" s:.: T 0 Gere
to (M) beorM. ;CENTER SUPOORT ASSEMBLY, NOTE SECTION A -A SECTION A -A `• T
!. Anchorw Solts **I be '� Die. x or win seprere heed s r4o.
•. Tit reds shell be f Die. s 25 f, threaded }" on bolt ends. UN -
Z
w w • R•W : •.
1. Steps y" In tofrgth Sha I 1 be used In 24" I.O. ern 1 is . T n o , t' to 3" s
Two (2) inch deep soot to Coospo nd to manhole
one, #ole. square hood nut each end. �
Steps 1" i n length shall los used l n 36" b ltd" 1. ®. units. rr
Manhole shaft shall los 41-011 and •Nunet eon Structure •..
t cture bottom width shaft grout between shaft and seal.
T. AN ports st+te" be of structural grade sled, except spacers, ,
T '
!. Steps shall los 3/411steel conforming to A. S. T.M. A57'j, AS7i, f aha 11 be 1 Increased to 4' -0" m 1 n ttm,ttt when M=1-151. •.•.� ys•. �
which shalt be tinter test iron ear steel. or A615, galvanized after far i cation in accordance with A. S . T.M. A123. -�•
1. Ise bicycle proof ductile Iran grates or IIIil"d stoill IECTiON 0-0
grates as approved b Director r•c for of Engineering Haar I n and 3. The maximum spacing between steps shall be 17" Reinforce fleer to pipet
f pp Y 9 greater than W diameter
Co mtun I t y Development. 411. Steps alba 11 haw a ie i n I ttwm of 4" pro j ee t 1 on from pint of enrbedntat t w 4 at 12" both we"
and • m i n i mom of 3" embedeteplt .
DETAIL M
_ .,... AW - SVA
FRAME AND GRATING STORM DRAIN MANHOLE ABLE LLIFES
01k T
FOR CATCH BASINS STEPS, RINGS ,AND DETAILS 4
1
NO SCALE NO SCALE or sia For�.e2o�
CITY OF FULLERTON STD. NO. 305 CITY OF FULLERTON• STD. NO. 331 Max.1 Min.
Str t del For paved streets I1" 111/2
'Cameros rlttgs w F tr I "
Std. Drug. 331 (See Note 4 ) a
44x 4"- mortar met Q s�
,. 7
t
For top SiOb /reinforcement,Omit this step L_ in paved streets M
s4+t std, drowingA. _ .• `�,.«
4 I V!
~ -� r-4" for paved streets.
r . Isle_,
2 -e for unpaved street's I = 14
p:. P # - Roved edges of inlets 1016
I 1/2"
- 21 T i SEE NOTE "A"
' A .� t 1 1 4 I/2'
' AM stttf reinforcement : 1 Z0_ 17
'26" 17
„
Round •d9es '' ��,� - vt
f I I • Manhole shaft shall be P-0" and Junction Structure'
bottom wi �
� j I dth hall ed i
Will; - •-
�'
-T
'•
•
REAR
WALL
END
WALL
FLOOR
OF
OF
T
STEEL
STEELTEE
and Community
NO SCALE
EKE
C. B.
C.B.
DWG. N0. 2-DI02
Horis.
Vert.
Horig.
Vert.
Horn.
Vert.
Both ways
3.5' to 7'
to 4
6"
*03 at 6"
*3 at 6"
3 at 6"
03 at 6
03 at 6"
3 at 6"
•1*•3 at 6"
3.5' to 7'
4' t0 81
8'4
at 12"
4 at 12`1
4 at 12"
4 at 12"
04 at 12"
at 12"
at 12"
3.5' to 7'
8' to 12'
10'
*4 at 10"
4 at 10"
4 at 10"
04 at 10"
04 at 10";
'+4 of 10"
4 at 10"
7 to 14
b 4
6'
3 at 6"
3 at 63
at 6"
3 at 6"
3 t 6"
03 at 6"
3 at 6"
7' to 14'
4' to 8 �
8'
4 at 12
4 at I "
4 at 12"
4 at 12"
*4 at 12" 4 at 12"
04 at 12"
7' t o 14'
8' t0 10#
1 "
4 at SU
4 at I "
*4 at 10",
t IOM 04 at 10 "�4
t 10 of
4 at Ids
7' to 14'
1 to 12'
1 "
4 of 6"
at 12 04 at 10"
at 10"
at 10"
nt 10
604 at 10
ECP. 12-31-92
SOUTHERN CALIFORNIA EDISON TOWER NO.
C.K. DETAIL -SHEET AS SHOWN
�k
�
2/1 NO.2 VISTA ETIWANDA 100 FT. WEST
/
DRAWN BY PARCAL MAP 11668 � DATE
---
Q•
�q �C� Q�
l 0
OF ETIWANDA AVE., AND 300 FT. SOUTH
OF AIRPORT DRIVE.
PREPARED UNDER
ER TH E suP RVIs1oN of *
-
D.B. t M.F• INLAND DISTRIBUTION CENTER 4-6- 89
CHECKED BY APPRQ3ED BY DWG. NO.
s ncreased to 4 -0' minimaw
tttpr rated w th � whin Mals' . Use Std. Dr
r+!• 330 with 6" thick rings
for sewer or 0 when 1`1121-115 .
for storm drains. ®ETAIL N SECTION C -C
1 (Shaft not show111
• �+n See Note 3 iOOTi wAw o es 00 It.
..•"f"'?'*rt�, I Two /Me" >•'a a [bars setoff N Ilecad t" ere. Tie bars shell be # 4 speed td' a
:;; • ,:
r,•:."! a%`° • Len9 tome ore tar longest Dors. W►+er rt e K efeser.
++* .7 ' T deep to When L h gnatK Cha+ S-6"is specified on , ove�nsw ter ben at r
grout between shaft and soel� d ttlettAel• ong required, bend a M to m t'5
shaft ^ plot+, am w D hers of E o. e,
TOP VIEW � shows in t
set .td re0ui►emettre.
GENERAL MOTES
I: CENTER Of MANNOL[ SMAFT shell be located suer aorta► Nets of stoat origin vA►en Mtrwtor 01
GENERAL NOT E s IS N" er less, M whits use place E bar spmmetricel ly enhod she" at 43e with center line.
SECTION
_. LENGTH L may be Increased err (1) Heol most. at each and Is ttt•et pipe enb. Cantittu• D bars at 3"•. e.
L MEiGHf M tin lat.A-A ad lee. M Mat*M be sol loco than 4:d but fuer be irtsree sd of A DETAIL M+ when' depth of manhole train street weft to M at baa is Ise than f-10 Ve Mr paned
option of the Engineer provided that the vows of M shall be not less thea sheets or S unpaved paved streets, construct monolithic shaft ea per detail M. When disn+ster 0
the minimum specified and that the reducer shall be wood For M lin Sac. C -C)
see Note 4. is 46"• Was, center of stvsft sheet be located as par Hato 2.
h►OTES : LE MOTH L sheet be 41 rlMsts of 20"or fess and G'i w hMeft sale than 2emt a oMmwin sAo�ort intpoveRten/ plelw. 4. TMICx"ess Of MCN duan wry when Roe"$" is preride Iwol pipe soot, bit sMM net be less
(May be increased a malt. of (1) one foot at each end to most pipe ends. Continue M4 at 4' o.e. then tabular vetoes far T, as shown in above table
Omit well !! floor steel reinfbreemenf under the fle flowing A 314AFT *Albo conshueted os per Sec. C•C and DOWN w hen 4*pth M from street grade is top
Conditions unless otherwise speCifled: of boa is less then 2- 10 1/2" for paved streets or 3=i" for unpaved streets '�. REINFORCING STEEL sten be round, deform" bent, 1 V'!" slew ficin face al cartt:rsts Woe"
basin length • W _ basin depth • V 4. DIEMM " be redwed to sia ebsoMo limit of i" when lager values of M world rues M N otherwise mown. Sizes and lengths Ms aro mown in above table.
lin lee. C -C) M 3'-6' or loss. l owl ill M ]+A round, galvanized ere" sur mestere f net toss titan a in the welts of me
$'-S" or less
All ! T shots . be A" for veers of M up le end 1whodlog • T sheN be Id" for vo%ss of Nenor sIV structure and shall project a min. of 4 inches front point of embedmerif.
'
7' -OM -up h 4 !T[n shell be 31�' rswtd lehanited stilet •red wtsltorN net lent thea i" lot ft sells of struetttrs end s1teN project T. RINGS, RtDUCtA, AND FII'[ 1r► •cess• Mtft she" N seated M Int nteurfer ertf nsetllr eclair
14 -0 up to T a min. of 4 inches i{ront point of embedment. Unless otherwise shown, steps shall be placed I'-4 on center. The or '"Sped inside the she*
lowest stop shall not be more than 2 above the ledge of the side of manhole floor. b. FLOOR of inivW % shah be stoat-frowslld to springing Ilea,
T• REINFORCM4 STEEL OWN be * 4 bars , deformed, stratghl bars I V2" client from tinge
LENGTH
V
install two 3/4" X 3/4" Allen socket set
FRONT
WALL
REAR
WALL
END
WALL
FLOOR
OF
OF
T
STEEL
STEELTEE
and Community
NO SCALE
we 140 or fagL.A'C.F.C.D.
C. B.
C.B.
DWG. N0. 2-DI02
Horis.
Vert.
Horig.
Vert.
Horn.
Vert.
Both ways
3.5' to 7'
to 4
6"
*03 at 6"
*3 at 6"
3 at 6"
03 at 6
03 at 6"
3 at 6"
•1*•3 at 6"
3.5' to 7'
4' t0 81
8'4
at 12"
4 at 12`1
4 at 12"
4 at 12"
04 at 12"
at 12"
at 12"
3.5' to 7'
8' to 12'
10'
*4 at 10"
4 at 10"
4 at 10"
04 at 10"
04 at 10";
'+4 of 10"
4 at 10"
7 to 14
b 4
6'
3 at 6"
3 at 63
at 6"
3 at 6"
3 t 6"
03 at 6"
3 at 6"
7' to 14'
4' to 8 �
8'
4 at 12
4 at I "
4 at 12"
4 at 12"
*4 at 12" 4 at 12"
04 at 12"
7' t o 14'
8' t0 10#
1 "
4 at SU
4 at I "
*4 at 10",
t IOM 04 at 10 "�4
t 10 of
4 at Ids
7' to 14'
1 to 12'
1 "
4 of 6"
at 12 04 at 10"
at 10"
at 10"
nt 10
604 at 10
of concrete. BODY of manhole span be Constructed in one eewiftu m sporelti •leapt Mat co"Ifeefar shell has H10
000" of placing a construction jew. with a longitudinal keyway at the springing lino.
BOTTOMVI EW t FLOOR of me*" sh.N b. et..l-trew.i•d. 10 Fur pep. sires net shown, u.. teet.d voh»� for tts><t tlr9.r pip.
aspha 1 t a RNOii, reducer, end pipe ter eea•es shaft *AN be new in I=Z Wo ear Wild "ea"
pointed or wiped owlet shaft.
6„ �: concrete , to LEM`stilt be stoped of a per feetf.
niin.
talion
31/4"
min. 1 4"
SECTION A -A
No
A 1 hambra Foundry No. A-1110", Apex
install two 3/4" X 3/4" Allen socket set
:crows , W MANHOLE NO. 1
MAN HOLE NO. 2
FLOOR STEEL
Foundry X -117A or approved equal.'
pick holes, in holes drilled and topped
1" in depth wher'! NO SCALE
requered by the Director of'Engineeri-ng
and Community
NO SCALE
we 140 or fagL.A'C.F.C.D.
SeveloptseAt.
DWG. N0. 2-DI02
L.A.C.F.C.D. DWG. NO. 2-D184
STANDARD
MANHOLE
STANDARD CATCH BASIN
FRAME 8
COVER
AS BUILT,.
REINFORCEMENT �
,,
8-13-90
No scALE
NO SCALE
CITY OF FULLERTON STD. NO. 204�
DR 88-92 do VAR 88-8
CITY OF FULLERTON STD. NO. 304
�pf ESS/p
BENCH=RK REVISIONS:
QELEVATIONS
SHOWN NO. DESCRIPTION
ARE BASED NO.
ENG'R. DATE APPROVAL DA JOHNSON -FRANK Ae ASSOCIATES INC:
CITY OF FO NTANA
ON SAN BERNARD NO COUNTY
O N SU YO
51 50 E. HUNTER AVENUE
PUBLIC
�1 �
DATUM, BENCH MARK 1 -1 8:
ANAHEIM, CALIF. 92807
' WORKS DEPARTMENT
Q)2
RCE #31737 m
P.K. NAIL SET IN CONCRETE BASE OF
(714) 777-8877
DESIGN BY STORM DRAIN PLANS SCALE
ECP. 12-31-92
SOUTHERN CALIFORNIA EDISON TOWER NO.
C.K. DETAIL -SHEET AS SHOWN
�k
�
2/1 NO.2 VISTA ETIWANDA 100 FT. WEST
/
DRAWN BY PARCAL MAP 11668 � DATE
---
Q•
�q �C� Q�
l 0
OF ETIWANDA AVE., AND 300 FT. SOUTH
OF AIRPORT DRIVE.
PREPARED UNDER
ER TH E suP RVIs1oN of *
-
D.B. t M.F• INLAND DISTRIBUTION CENTER 4-6- 89
CHECKED BY APPRQ3ED BY DWG. NO.
F OF �1�1-1F
_�e
SHT. NO
//
ELEVATION 969.848
LLI M L. A 1 AT
w 4� 5/,&/%! lab3 a of s
INTERIM CITY ENGINEER R.C-E 2S
No