HomeMy WebLinkAbout2834-3NOTE:
MANHOLE FRAME & COVER SHALL BE ALHAMBRA LT—
SPIGOTS . �'4 BALL.
ALTERNATE LETTER FOUNDRY TYPE A-1252 OR LONG BEACH IRON LOCATION WORKS TYPE X-106 B OR APPROVED EQUAL. y T—RIB
FRAME & COVER SHALL BE BITUMINOUS COATED
'1 AND WEIGH A MINIMUM OF 430 LBS. THE COVER 1" WELD STRIP
11/2" LETTERS ALTERNATE GROUND SURFACE ONLY IF 1 /2" MIN. OVERLAP
IN 6"X 9" BOX SHALL HAVE TWO PICK HOLES. _ — = MANHOLE IS SPECIFIED TO BE BURIED 12
_I i' T—LOCK 4" JOINT STRIP EACH SIDE OF JOINT
IEUA 12 AS 3000 P.S.I. CONCRETE
SEWER 3000 P.S.I. CONCRETE REQUIRED 1 12" STREET SURFACE TYPE P-1 JOINT
7F 2" ti �••" SPIGOT 4 . y'ti BALL �.
F
12 12
T -RIB T -RIB
1 A I r i fi
t` 1111 ` -
Y Y d ° „
III I I Ell I 12 30" CLEAR OPENING
ALTERNATE LETTER °: .d I� I� I I� I� I I� I� i _ III III III- 1/2" MIN. OVERLAP
�—I I SG4y �.
EACH SIDE OF JOINTCEMENTLOCATION yMOSPECIAL 4CEMENT PIOT ti BELL12T0P VIEW — ASPHALT ASPHALT PAPER MORTAR FLAT WELD STRIP
PAPER WRAPPED T—RIB y T—RIB
COVER DETAIL1ROADWAY SHOULDER OPEN FIELD ROADWAY to WELD STRIP TYPE P-3 JOINT
—1/2" MIN. OVERLAP
T—LOCK
TYPE P-2 JOINT
FIELD JOINTSFOR T-LSCK LINED PIPE
ENTRAN E HAFT DETAILS-
NO
SCALE NO SCALE
6» 7,�
SEE ENTRANCE SHAFT
CZD HEREON
k4' k k k .
I 1 425/813/48 •k -� .- •�..... . k
— — — — — _ _ ' ,— FIELD :k. FIELD
3" LEVELING '-ITI=ITI-IIE -�i� A - -���= 2 EACH 2 w 1/ 1 k 4 k
-I = _ :: — _ _ _ = LENGTHS VC I �- M 0 RTAR K k -k. /4 MORTAR 1 4 k 1 "
RINGS AS .III -1 I I=1 I I-1 I I=III -III-III-III_ 4 K /2
1 �� -���—� EXITING MANHOLE
4
1.3 MIX
C 0 1.3 MIX k
REQUIRED �-,_�— = B D .: - . .
12 MAX., -III;
„ ENTRANCE SHAFT / "
6 MIN. :� 4•• 1 4 k
LOCATION AS DIRECTED
BY THE ENGINEER I 3/„ 4 ` - :�� .�1 »
4 / �>
4 »
• 4 4lk 1 4
e A
A A A 4.
:a ` ALTERNATE a 3/ »�� 1
k.
1 4 21/2 21/4.. 4 2 2 . -
• PRECAST 4 G
CONCRETE �, P� 4"F.
° MANHOLE
INLET�—'M.WALL
M• H. WALL
KEY WAY DETAIL FOR 5' OR KEY WAY DETAIL FOR 6' OR
ALL SHELVES TO
HAVE COARSE—LESSDIAMETER MANHOLES GREATER DIAMETER M
,� ,� BROOM FINISH :. b e -- -- --- - - - -
16 OR 32 NO SCALE NO SCALE
RINGS TO SEE "MANHOLE
MAKE UP ��•• •• � D
DIMENSIONAL DATA I
REQUIRED
DEPTHf
D D 2 EACH — 2'
NOTE —) LENGTHS VCP
PIPE
° INVERT ELEVATIONS AS ENTERING MANHOLE
SLOPE DIA. SHOWN ON PLAN AND
SHELF
PROFILE.
1 /2 /FT.
" MIN.
A 2PLAN
• v
d d A" a d
NOTES
o .d•
d a a ' °• a
_ v -
VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
A
A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O
—� ...-• � - .. - OF
4 d '4 a a
A .
a. d4 Q� a: C9" MIN. ° a a LOADING.
3000 P.S.I. d �'
CONCRETE - - a-. � •- -d. •.
S EMBEDMENT PLACEMENT
BASE 2. MATERIAL , AND COMPACTION OF
MANHOLE DIMENSIONAL DATA
MANHOLE
DIAMETER
TYPE
A
B
C
D
E
PIPE DIAMETER
48 "
REINFORCED
36
30
5"
41/ „
8
6'-0"+
PIPE DIAMETERS
TO 21 to
48"
REINFORCED
36
30"
6"
6"
6'-0"+
* 24"
60"
REINFORCED
36"
30"
6"
6"
7'-0"+
PIPE DIAMETERS
27" TO 39"
60
REINFORCED
36"
30"
6"
6"
7'-0"+
* 42"
72
REINFORCED
36"
1
1 30"
6"
6"
8'-0"+
PIPE DIAMETERS
45" 8c GREATER
GRANULAR 17 EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM CONNECTIONS AND TEES ARE REQUIRED USE NEXT HIGHER
no E IF CO ,
TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING DIAMETER MANHOLE.
SECTION A—A AND TRENCH BACKFILL. ** WHERE 30" OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA
FOUNDRY TYPE A-1325 OR EQUIVALENT.
I E U A STANDARD SEWER MANHOLE ----WITH ECCENTRIC CONE DIMENSIONAL TABLE
NO SCALE
Ai
RECORD DRAWINGS
APPROVED BY: THESE RECORD DRAWINGS HAVE SI EN PREPARED, IN
CITY BENCHMARK NO. 289 ' PART ON THE BASIS OF INFORMATION COMPILEtD. AND
5
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
M. TAGHI MONZAVI - DAA; ELEVATION = 1031.22 � -
FESPON81BLE FOR ANY ERRORS OR OMISSIONS WHIG
CML ENGINEER FOR
RR SPIKE IN POLE N0. 61319 NE COR. �
HAVF BEEN INCORPORATED INTO THESE DOCUMENTS
• AS A RE�SUL.T THEREOF
INLAND EMPIRE UTILITIES AGENCY OF SANTA ANA AVENUE AND�Z-300
R.C.E. No. C49444 CATAWBA AVENUE I
EXPIRES: 09-30-04 CITY OF FONTANA,CALIFORNIA
Underaround Service Alert L.D. KING, INC. TITLE SHEET FGR SHOULD CONSTRUCTION OF THE
SECTION 4216/4217 OF THE GOVERNMENT Q c 1.SSI 2151 CONVENTION CENTER WAY REQUIRED IMPROVEMENTS NOT JU RU P A AVENUE
CODE REQUIRES A DIG ALERT IDENTIFICATION QPjRIT SUITE 100B INLAND EMPIRE UTILITIES AGENGY COMMENCE WITHIN TWO YEARS OF THE
Foy Q ONTARIO, CA 91764 DATE OF APPROVAL SHOWN HEREON
o � DRAWN BY: CeP � O'� I . E. U . A. SCALE: S SHOWN
NUMBER BE ISSUED BEFORE A PERMIT TO 909 937-0200RELOCATIONAND CARRIED FORTH IN A DILIGENT
�, � � y INDUSTRIAL WASTE SEWER INDUSTRIAL WASTE SEWER RELOCATION DATE:
EXCAVATE INCL BE VALID No.44226 MANNER, THE CITY ENGINEER MAY DESGN® Br MPT JUNE 2000
FOR YOUR DIG ALERT I.D. NUMBER CALL Exp.6-30-01 \Q.
s,, C �� (� G C� FOR JURUPA AVENUE REQUIRE REVISIONS TO THE PLANS TO DETAIL SHEET
UNDERGROUND SERVICE ALERT cS BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPROVED BY• DATE: DRAWING NO.:
v
TOLL FREE 1-800-227-2600 g-Awtio" I 3 ct 9 � CA- MICHAEL PATRICK 6-30— 1 R.G.E. No. 44226 AVENUE CONDITIONS AND STANDARDS IN EFFECT. 3
�� � — 30— 01 AT CITRUS DHM ���`�� 2834 4
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES: 6
CITY ENGINEER R.C.E. No. 25126
CLIENT: CITY OF FONIANA C w Z®70.5 D3315-3
LDK JOB #: 124-07