HomeMy WebLinkAbout2876-6NOTE:
MANHOLE FRAME & COVER SHALL BE ALHAMBRA
FOUNDRY TYPE A-1252 OR LONG BEACH IRON 4 `' SPIGOT<, . 4 < BELL
ALTERNATE LETTER WORKS TYPE X-106 B OR APPROVED EQUAL.
LOCATION FRAME & COVER SHALL BE BITUMINOUS COATED T—RIB �� < T—RIB
AND WEIGH A MINIMUM OF 430 LBS. THE COVER
1 " WELD STRIP
s 11 /2" LETTERS SHALL HAVE TWO PICK HOLES. ALTERNATE GROUND SURFACE ONLY IF
12" /27:r�l MIN. OVERLAP
IN 6"X 9" BOX ,) CLASS 560—C-3250 I —_ = MANHOLE IS SPECIFIED TO BE BURIED CLASS 560—C-3250 T—LOCK EACH SIDE OF JOINT
CONCRETE PER "GREEN
4 JOINT STRIP
12 CONCRETE PER "GREEN— AS i I I l� ; I BOOK" SPECIFICATIONS.
IEUA BOOK" SPECIFICATIONS. REQUIRED 12" TYPE P-1 JOINT
SEWER -f—.� STREET SURFACE <
2" zzz 4 < SPIGOTy y < BELL
;Y a 1 2" 12" T—RIB 7 4— —RIB —
° ° _ _ = 12" 30" CLEAR OPENING
ALTERNATE LETTER
—1 /2" MIN. OVERLAP
-1 I I—I 11=1 I I_
LOCATION CEMENT I -1 1- 1 _ i 4 < SPECIAL 4"
< T—LOCK EACH SIDE OF JOINT
MORTAR — (I 12„ II I CEMENT i IIi111 SPIGOT< BELL �.
T 0 P VIEW ' — ASPHALT ASPHALT PAPER MORTAR ®T—RIB FLAT WELD STRIP
PAPER WRAPPED T—RIB
1" WELD STRIP TYPE P-3 JOINT
COVER DETAIL ROADWAY SHOULDER OPEN FIELD ROADWAY7—
2�1// MIN. OVERLAP
T—LOCK
TYPE P-2 JOINT
ENTRANCE SHAFT DETAILS
FIELD JOINTS FOR T -LOCK LINED PIPE
NO SCALE NO SCALE
6"
7
SEE ENTRANCE SHAFT -�
DETAILS HEREON k
y
� 21/8
1 / 99 1 3/4„ k �5 / 99 A FIELDLi
8 8 1 4 4
---_— _ III—II 2 EACH — 2
3 LEVELING =III III III C III B DIA. 11 _ 4 1
RINGS AS TilililllTillllii� lil-Ili—iiiiilliill LENGTHS VCP I MORTAR k 4 k 4 k �4 MORTAR 1 4 k /2
=111-I�1=1I �I1=1-��I—�I EXITING MANHOLE I � 4
REQUIRED— C B DIA. _ ,� C _III— 1.3 M �X
12" MAX., 1I 1 :3 MIX
—1 k
ENTRANCE SHAFT y 11 �4
6 MIN. LOCATION AS DIRECTED k I I
BY THE ENGINEER 3�4 99 4 3/4
99 c
o V 2 k 2 k 1 99
k 4 __11/4
4
4 41
A ° ^ 99 99 99 4
ALTERNATE a 11 1 /4 21/2 k 4 21/4 21/2
PRECAST4
1 a CONCRETE
MANHOLE ��0� a
INLET �— �x M. H. WALL
M.H. WALL_
a4 a KEY WAY DETAIL FOR 5' OR KEY WAY DETAIL FOR 6' OR
ALL SHELVES TO
HAVE COARSE— a a LESS DIAMETER MANHOLES GREATER DIAMETER MANHOLES
BROOM FINISH
16 OR 32 NO SCALE NO SCALE
RINGS TO SEE "MANHOLE D I
MAKE UP DIMENSIONAL DATA" —
REQUIRED
DEPTH
D -- D ( 2 EAC
NOTE_�—I LENGTHS VCP
' PIPE
INVERT ELEVATIONS AS ENTERING MANHOLE
SLOPE DIA. SHOWN ON PLAN AND
SHELF I
FT. PROFILE.
2" MIN. PLAN
NOTES
a°
VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS
- j_ _ OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H20
°4a a a '9„ MIN. °
LOADING.
d -
°.
CLAss 560—C-3250 2 MATERIALS EMBEDMENT PLACEMENT 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
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"
30"
6"
6"
8'-0"+
PIPE DIAMETERS
45" 8c GREATER
CONCRETE PER "GREEN— GRANULAR I EMBEDMENT SAND COMPACTED BACKFILL WILL CONFORM
BOOK" SPECIFICATIONS. --_ E * IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HIGHER
TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING DIAMETER MANHOLE.
AND TRENCH BACKFILL. ** WHERE 30" OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA
SECTION A—A FOUNDRY TYPE A-1325 OR EQUIVALENT.
I E U A STANDARD SEWER MANHOLE WITH ECCENTRIC CONE. DIMENSIONAL TABLE
NO SCALE
SCALE KCT CONSULTANTS INC. SHEET NO.
RECORD DRAWING •oma APPROVED BY: AS SHOWN INLAND EMPIRE UTILITIES AGENCY*PHILADELPHIA AVE. MANHOLE RECONSTRUCTION
3 6 OF 6
Designed
2002 Recoie� ��,aw�niq *A Municipal Water District
Bar Scale shown below is one DESIGN REVIEW # 9 8 —1 5 , PHASE I PROJECT NO. C
Drawn BEDDING MATERIAL CHANGED PER RMA — STD. DET. �/ Date /G/12��� inch on original drawing. If LOCATION MAILING ADDRESS CW2_0706
2 1997 T.W. A.D. SHT. CONVERTED TO TWO SHEETS — "_�/ NOT one inch on this sheet,
adjust scales accordingly. Font Cherry Avenue, Building A Post Office Box ga, STANDARD DETAILS
Z'D� DZ Checked 1 1995 T.W. N.C. GRANULAR MATERIAL CHANGED TO CAREFULLY PLACED Manager Of Engineering And � g y' Fontana, California 92335 Rancho Cucamonga, California 91730 DRAWING NO.
UNWASHED SAND — JETTED Construction Management 0" V, Telephone (909) 357-0241 MANHOLE DETAILS
ERESITO N. TABIOLO DATE Date FoR wEic Cc�i7oAt
REV. N0. DATE BY APRVD DESCRIPTION