HomeMy WebLinkAboutS-21100AFINISHED SUR
CONCRE
CHANNE
MORTAF
FILLET
24' X '6 ¢
mE wD, C-nv-p PER DETAAL
10
ADJUS71xENT A' MIN
CONE
MORTAR JOINTS
i'RECAST REINFORCED CONCRETE SECTION
STEPS — 3/4" DEFORMED BAR
SALT VANIZED SAFETY STEPS
SHALL BE 12" WIDE. STEPS
SHALL BE INSTALLED PRIOR
TO MH SECTION IN PLACE
CONCRETE BASE AND SECTIONS BY
PiPE INC., OR APPROVED EQUAL
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CAST CONCRETE IN PLACE
I PRECAST BASE OR CAST
IN PLACE
?� - -.- - -- NOTES:
1, AU_ MANHOLES SHALL RE CONCRETE
tO6� MI UNLESS OTHERWISE SHOWN. POLYETHYLENE
MANHOLES SHALL BE PER DETAIL i1
SANITARY CONCRETE MANHOLE TYPICAL 12
DETAIL 2. IF DEPTH FOR CONCRETE MH FROM
1 TOP OF COVER TO PIPE INVERT IIS
NO SCALE TYP LESS THAN 7' USE SHALLOW
MANHOLE PER DETAIL
90
1 /2° w__r�_B s PL. -1 /2° x 3" x 3/8"
Ir NON —SKID PATTERN
rnni �� CAST INTEGRAL ON TOP
n
a
COVER (NON — LOCKING)
FRAME (NON — LOCKING) FOR 5/8 " —i1 N.C. x
S.S. SOC. HD. CAP SCREW (3 REOV)
A
A B
T3/4" P. NON —SKID PATTERN
2" RAISED LETTERS AS
DRILL AND TAP REO'D, SEE NOTE No.3 BELOW
5/8 " —li N.C. ON 23" B.C.(TYP. 3 NDERSIDE SHOWN FOR CLARITY
CORE (TYP.) ON 23" B.C.
FRAME (LOCKING) 1 -1/ CORE(TYP.) (LOCKING)
26-318" COVER(LOCKING)
25 -1/4 1 -3/8-
24" 5/8„ 3/8,.
2..
io
23 -114" L 1" SEAT —1/2"
3/4" I 25"
33 -1/4"
SECTION A —A SECTION B —B
PRECAST
REINFORCED
MORTA
FILLET
PIPI
INV.
4" MIN, TO
12" MAX.
8ACKFII.I AN
PER DETAIL
3" MIN
REMOVE TOP 3' MIN. OF
MANHOLE UNLESS OTHERWISE
SHOWN AND DISPOSE
OFFSITE
FILL MANHOLE WITH
WASHED ROCK
EXISTING
PIPES WITH GROUT
ABANDON EXISTING MANHOLE
DETAIL r3
NO SCALE TYP
NOTES:
1. MH BASE, SECTIONS, FRAME, COVER AND STEPS - +3.4_L BE PER DETAIL
10 TYPICAL T � TEE
`
2. IF DEPTH FROM TOP OF MH COVER TO PIPE INVERT IS GREATER
MANHOLE
MIN.
THAN 7' CONSTRUCT MH PER DETAIL
�-6"
10
I
i
3' MAX.
1/2 PLUG AS DAM I
SANITARY SHALLOW CONCRETE MANHOLE
I
I
DETAIL 2
NO SCALE TYP
I
I .
I
I
2
6" MIN.
N I •
ALL AROUND PIPE
I
PVC PIPE
CAST IN PLACE I
CONCRETE CHANNEL i I
I
CEMENT CONCRETE CLASS C CAST IN PLACE
90 BEND
TYPICAL MANHOLE
FOUNDATION MATERIAL
AND CONSTRUCTION - - - -L
s 15 2110
NOTES:
FOR NON — LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR APPROVED EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR APPROVED EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER ").
4. USE NON — LOCKING FRAME AND COVERS WITHIN CITY R/W REVISED TO CONFORM WITH
MANHOLE FRAME AND COVER CONSTRUCTIO0Ol$ RECORDS
DETAIL BY- �I DATE: 2 -Z8 -95
Wimp - 62 - 2110 NO SCALE TYP
EXTERIOR DROP CONNECTION FOR SANITARY SEWERS
DETAIL 5
NO SCALE S