HomeMy WebLinkAbout2042-212081
MC
Alhomb
N
2"A.C. Pavement
PLAN
TOP
Pavement --I
12" Min. A.C. Pavement to
surface
12 Min.
FA -1
TOP
avement�
e.
ESS- AVEN U E
S E W E R
ol
Approved:
AS SHOWN
Designed By
Date
41654 E.S.W , R.T. S.
/Z
DETAILS
Manhole 1.13arrell
o-PNZ2 45;0�7.4W R11VjS5
NOTES: SECTION A -A
71ESAME'AS EXISTING —41 M i n - 0/y
ON 6%,f'0um/1V6 OF VA4 Z,,e
6A%A17A- AVA
AA10 VVR&:�7,44t1,2F1V0e5.
STD. MANHOLE FRAME & COVER
.AND REINFORCED
®NCiRETE COLLAR•
-N.T.S..
AR -4000 /IZ MAX., HOT MIX A.C.
• R-4000 3/4" MAX.,HOT MIX A.G.
lJSE 57"ISlIr -SEC71'6AI
W loov- "X. A07-1VIX,,1C
Wrll �&
ink L
,CEXISTING T
3 MAX. SIZE NATIVE
I/All MAX. SOIL, COMPACTED 95%
6 Is MAX. SIZE NATIVE
SO I L. COMPACTED 9.0%
I.SELECTED NATIVE SOIL
12
SAW CUTTING EDGES
PER CITY PLANS a SPECS. MAY BE REOUIRED
BEDDING SMALL BE IN ACCORDANCE, W= TRENCH WIDTH
W/NO-rE III PIPE CL. a 0- LOADING QDLz OUTSIDE DIAMETER OF PIPE
MIN, * -- 12" MINIMUM OR AS DIR3CTED
0Z 11,�2 72Q
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STANDARD TRENCH DETAIL
N.T.S.,
/WAX/MM" R4,y Z_ //Vf/73Fps' 4, C.
AN Ve"4�ffAl 7— ReAfO VAI- ;f AM`.X�C`EPT
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PET 7147,ee /5 AIOCU,ef3
41( 607 M
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A86Viff 771;�1Z""7-0 62F,,q7-
COIVAC7'
15 Iq WC UT' &V C-145
1/10
1,ACZ"5A? /aCM
Std. Manhole 5 3/4 1 ------
Y 'T Frame 81 Cover 5 3/4 24"dia. —,�Kl 14De Z_4725eAZ,6 _50V77-10,4- 1141-4EY &(_VZ) - AVO
V
Surface _ �0 AA10 '41 7220 —1
Or JWIrA AA14 Aa,6. 4AIq'Z� 6.
Ground --Place t op 21/8 114, 4A10 X14C71- 4C. AF i 0,-r 4 (/ We
*I
step beneath .710 -%4 .SET
frame 1,4L -l— 39 - 9 7 -9V 40r,4 71 _/�r 71,i5,-17'r1A1*
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5 /47 lElf 71WIi!�Z A 71 14o 3
1001t17 A
9-1/47 coils A
Alternate A45
c croa3 wire N
)end d 07S Z
to dotted
3--ol- line.•T 4 C;'IA OE r4 5 I'VIA //r '/9
A,5 VOICA 7 a z e"1)01
—
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r':0s
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Ing'
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ly
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WORKS. DEPARTMENT
T
e.
ESS- AVEN U E
S E W E R
Scale ' `'
Approved:
AS SHOWN
Designed By
• /4 V. A ..•-4—
Hoops.
N
Go• WC
. 5105,Ao:L le,:�
z
7KOK�, c- �Z 4
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47
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aL //V
GO" DIAM.
A
Hoops
T
2 CONE HALF -SECTION
/211 —1. M07L=
•' _N
1/411 111.
21/ 144 �Sk�/O/
(Pre - Cast R.C.) 4W17 72) tC7�/6 C17Y
APlc�e, VA
1/4! 0 L
). P&_74- IZ : 5 0 7H� , i �5. L' I- e � >WWz 9 'W, 4 OA, 4" SEWER LATERAL CONNECTI' N DETAIL
SECTION OF
3� 0
rno 0IK1r_% 4
' %/ -Lo
4� :aj CJA,�'
. (Pre -03st R.C.) 6 4M 7 , 0-16 4. d _IX 1:Z 4Cz 5 Ve S Vr A � �7 7_10A�2q
jr I jx':
NOTES
L Set Std Detoil Nos. III, 113B 114 for drop B GENERAL NOTES SANTA FE PACIFIC PIPELINES, INC (SFPP) NOTES
junction details and typical junctions.
2- Eccentric cone may be used in lieu of
concentric cones.1 STEEL •CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR 1 PR I OR TO WORK NEAR SFPP P I PEL INE - (AND BEFORE JACK I NG P IT
JACKING METHOD. CONSTRUCTION BEGINS) SFPP'S PIPELINE SHALL BE EXPOSED
31 The lowest iinholle step shalt bj Placed not i
•b . :.• . . . , a •. .&"#, IN THE PRESENCE OF AN SFPP INSPECTOR AT THE
lesvthon 16 nor.msdre than 24 above shelf. BY HAND
1011MIN. 4. The upper 'monhOIS Step Shall placed 2. MINIMUM INSIDE DIAMETER AND. WALL THICKNESS OF CASING POINT OF CROSSING PRIOR TO THE USE OF POWER EQUIPMENT.
Class l'B I'Concrete between the top of manhole on -1 the SHALL BE AS SHOWN ABOVE. THIS WILL --BE —REQUIRED WHETHER CROSSING IS BY TRENCHING
manhole a more coifr frame and shall 0-roject not OR BY BORING. BACKFILL AROUND THE PIPELINE MUST BE
(Outlet m re than 3'inside manhole.
3. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL— EITHER SAND OR AND MUST AND
ROCK FREE DIRT BE H
5. All jormts' shall be mortared. CIRCUMFERENCE.
COMPACTED.
6. 31410 qoiv. iron step or plastic'steps per
I ASTM, A-82, ASTM C-4789 ASTM Type if 4. SUPPORTING REDWOOD SKIDS SHALL BE PROVIDED AS SHOWN. 2. CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED- OVER
Grade 43758. SKIDS SHALL BE ATTACHED TO CARRIER PIPE BY STRAPPING EXISTING SFPP PIPELINES.
C MANHOLE NOTES
STAINLESS STEEL BANDS WITH A STANDARD STRAPPING MACHINE.
1. -PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF
A.S.T.M. C-478 AND BE DESIGNEDASHTO H2OLOADING.
'FOR A 5. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO
W FILLING CASING WITH SAND.
2. INVERT ELEVATIONS AS SHOWN ON PLAN & PROFILE SHEETS. INITIAL 12 MIN.
BACKFILL
3.- STEPS ARE REQUIRED FOR ALL MANHOLES IN CONFORMANCE WITH 6. UPSTREAM AND DOWNSTREAM ELEVATIONS OF CARRIER PIPE TO BE
CITY'OF FONTANA STANDARD DETAIL 112. STEPS SHALL BE 3/4'11
DIA. GALV. IRON OR PLASTIC PER A.S.T.M. A-82, A.S.T.M. VERIFIED PRIOR TO FILLING CASING WITH AIR BLOWN SAND.
C-478, A.S.T.M. 11. GRADE 43758. CRUSHED STONE-
" -11
4. POUR AND FINISH BASE SAME DAY. STEEL TROWEL WITH 211 7.. PIPE CASING TO BE FILLED WITH AIR BLOWN SAND. 1/43/4
RADIUS EDGES.
InI
5. PLUG PIPES DURING CONCRETE POUR. WIPE PIPES CLEAN BEFORE 8. EACH END OF PIPE CASING SHALL BE SEALED WITH CONCRETE
CONCRETE HARDENS. MORTAR. A SMALL OPENING SHALL BE LEFT FOR DRAINAGE AT o BC 18,4"MIN.
6. BACKFILL AROUND MANHOLE ONLY AFTER ENGINEER'S APPROVAL. THE BOTTOM OF THE DOWNSTREAM SIDE ONLY.
9" MIN.
T.W.=VE
TW
7. PROVIDE FOR FUTURE 811 INLET TO M.H. & PLUG BOTH ENDS, BC+12J#MAX.To 1211ABO.
WHERE SHOWN ON PLANS.
TOP OF PIPE.
LOAD FACTOR: 2.2
vl�
STANDARD PRE -CAST MANHOLE, TYPICAL PI-PE-1 C AS I N G., 1
CRUSHED STONE ENCASEMENT N.T.S.6O" N.T.S., wl
DIAMETER I A
FROM M. H. B -3 TO STA. 20 + 94 DETTL
AND
N.T.S.
VIA
5
e and larger, turn 8"Arch
ers a d under, turn 4'Arch
manhole tep shall be pIcIdso.
an 1611nor ore than 24".
-nanhole step, t 11 be . plbcad
e top of the man' Is ono the
►ver frame and sh 11 prcliect•
ion 5" inside manh a. -
jqf ��IqgEijl ep,
A14
MH
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t-54 16
V q r-lk t 5 C & Y-1-
�����f- STANDARD DROP MANHOLE,
N.T.S.
K�z7v C wx awhakwov q0
14P
Of V 0
FROM STA. A. Z4+5 10 M.
/0/ ' .i
M.H. )"1?41WE COVER
PEER ! ` A
4LHAMBRA 4 - 14 V45 ex &
&X/5T. FA V.=A 4, EA / 7' ... I qV
c:::10LL4,,ol;z-,' 1c2
0&
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CONC-,4�1
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ESS .4VE.
all V
BELL TO 0& 1AIST4LLCO
CL/TS/OE 0/= H i%
C
0 .110-Ty0
p
X10
54WCUT WITH CARZ309-LIlYOLlIV
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CUT.` 'ry',11C4L 007-H 5/af 25 o,=
Z
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EX,�S 77 12 0 VCP OA
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V
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Q1�,oFESS/o �? ti Q �!
QUO + GK
A�Z
CIOSECTION AIIIIIIA,:
CZ U. 0 z
W_Uj :* mPLAN
No. 041654 0
Exp MANHOLE B-1
,W
OF CA
,ne 01 Q -OF CA
N.T.S.
OTE*---BE-PA-\LF-D--W---H.-O-L-E--S--T--R.E-E,,
o� r c Fav M;r a
• RECORD DRAWING
4 "*"IA Z-0 "'�QA V TO /2 .gBDYE
TYPICAL TRENCH DETAIL
LOOKING SOUTH - SEE EACH PLAN SHEET FOR CONSTRAINTS
OF EXISTING UTILITIES
N.T.S.
A
BENCHMARK ADDED CRUSHED STONE ENCASE. I DET. 10-8-92 -6944,-- 404F -ft V/ 7% �--= ff j;1 CITY - OF FONTANA. CALIFORNIA
"'RECORD DATA"
HOLE n TOP A SOUTHEAST HEADWALL z�. ADDED . A� `• 0.93
AT CYPRESS AVENUE AND VALLEY
BOULEVARD. ELEVATION: It:15.80
TOP OF FIRE HYDRANT AT -NORTHEAST
-CORNER OF JURUPA AVENUE AND
CYPRESS AVENUE. ELEVATION:
1034.60
REVIRION-q
ENGINEERS & JPLANNERS
PUBLIC
WORKS. DEPARTMENT
10920 Via Frontera P.O. Box 28100 • San Diego, CA 92128-0I00 • (619) 4ES-1500
Drawn By:
t E,J.G., J.E.C. CYPR
ESS- AVEN U E
S E W E R
Scale ' `'
Approved:
AS SHOWN
Designed By
Date
41654 E.S.W , R.T. S.
/Z
DETAILS
A 199e
Checked By
Approved ENGR'S CITY FtReDERICK J. SPOOR R:C- E. Date F.M.Y.P. ved
APPROVAL DATE APPROVAL DATE
7 -
Dwo No.
2091'2
F^V CITY ENGINEER
R. C. E Z
1DWG. No. I(D33
A
E1139-012 -'A
4