HomeMy WebLinkAboutD-204208INSTALL BLIND THRUST BLOCK SURFACE
FLANGE AND THRUST PER DETAIL 8 I
BLOCK AT TEE THIS SHEET NOTE: SUBGRADE PAVEMENT SEE
PjV PIV \ \ \�\
-4---- 1. LOCATE POST SO THEY DC/ ° sl ° DETAILS 1 2
„ _ 5"'STANDARD PIPE GUARD, NOT OBSTRUCT LINE OF FLOW CS CS FINAL JOINT TO
TYP., SEE NOTE1 TRENCH BACKFILL ° °
REMOVE POST 8 j OF HYDRANT CLASS III cps BE SAW —CUT
INDICATOR VALVE / 4' 2
n / YY 5 x30LONG
. POSTS TO BE PLUMB # " l
AND RISER. REMOVE � ! % � `b � ° 9 � � ° DOWEL BARS
PIPING WITHIN AREA HYDRANT OR PIV VALVE `` 3. PAINT POST SAFETY YELLOW @18 "OC (TYP)
OF CONCRETE AND r 6" �' BEDDING
� (YE -1) (TYP) CLASS X i OMIT DOWELS
ASPHALT DEMOLITION NOTE: Q-• i -� TRENCH SUPPORT FOR EXISTING <
AND PLUG WITH / VALVE REMOVAL 4. BULL NOSE OUTSIDE EDGE OF UNDISTURBED I SYSTEM AS REO'D ASPHALT PAVEMENT
CONCRETE EACH / PIPE. CONCRETE FILL FLUSH DRILL AND GROUT
X SIMILAR FOR NATIVE
END y HYDRANTS H8, H1 1 Q WITH TOP OF PIPE AND MATERIAL STORM DRAIN INTO EXISTING SLAB 6„
TO REMAIN r AND H 10
- -�— TROWEL FINISH. z
IN SERVICE —� -- % UNSUITABLE �!i NOTE:
HYDRANT LINE OF 5. OMIT GUARD POST ON THE FOUNDATION CONIC SHALL MEET THE
—1oHPw — FLOW T" SIDE OF ANY HYDRANT EXCAVATION AN REQUIREMENTS OF SECTION 5 -05
AGAINST OR WITHIN 4' —O' BACKFILL TYPE R_ e s o e e OF WSDOT —APWA FOR 3 —DAY MIX
OF A BUILDING. LOCATION AND 8 WITH TYPE III CEMENT.
EO.� EO. DEPTH TO BE 8 0
j DETERMINED BY �`�� %� ���� GEOTEXTILE USED
72' ENGINEER PAID FOR OD+2.0'MAX 12 "0T0 42 "0 WITH UNSUITABLE
TYP UNDER BID ITEM 2. OD4-1.0'MAX LESS THAN 12"0 FOUNDATION
EXCAVATION
VALVE REMOVAL PLAN OF TYPICAL PIPE
AT HYDRANT TYPICAL GUARD POST 4 TRENCH SECTION 7
SCALE: NONE C20 SCALE: NONE SCALE: NONE
— —
SEE NOTE 4 PROTECT PLUGS
FROM CONCRETE,
TYPICAL c A
A
PIV �
5" STD. PIPE 4' -0' LONG
REMOVE POST INDICATOR WITH CONIC CORE — 2000 PSI
y VALVE AND RISER_ REMOVE PAINT SAFETY YELLOW
PIPING WITHIN AREA OF
6" GRADE — CONCRETE, GROUND
C CONCRETE AND ASPHALT 9
REPLACE TO MATCH DEMOLITION AND PLUG OR ASPHALTIC CONCRETE
EXISTING PIPE DIAMETER f /
WITH CLASS 52 WITH CONCRETE EACH END.
DUCTILE IRON 1� i�
y9(i RFNIn PI11(,(' Fr) CR(1QS
10 'HPW I I -- -- Il _-------i0'HPW-----
i
FLEXIBLE y/
COUPLING EACH
SIDE
POST INDICATOR
VALVE REMOVAL 2
SCALE: NONE C20
2' -0"
MIN
NEW
STORM DRAIN 8" MIN 8" #4 @ 12"
ALL AROUND
CONCRETE AREA IN SO FT AGAINST
SOIL FOR EACH PIPE SIZE
EXISTING STORM
DRAIN FROM
4"
_PHASE 1
8"
MATCH EXISTING
A
INVERT
3 — #4 HOOPS
18.0
z
M #5 HOOPS #4 @ 12°
@ 6" OC ALL AROUND
Y
N
CLOSURE %31
SCALE: NONE C100
-3111 -3O -2042
I z I I I I I c i
1 >I I
L J 2000 PSI CONCRETE
12"0
ELEVATION OF
TYPICAL GUARD POST 5
SCALE: NONE —
8" CLASS III
CONC PIPE.
MINIMUM COVER
OVER TOP OF PIPE
SHALL BE 18"
SLOPE 0.5% MINIMUM.
WYE
CONNECTION
NEW STORM DRAIN
CB CONNECTION TO NEW STORM DRAIN
CATCH BASIN TO MAIN STORM
DRAIN CONNECTION 6
SCALE: NONE, C100 _ ___
c r C
PIPE SIZE
PLUGGED CROSS
B
a. D
d -.
rPIPE E
TEE
B
a
e -.
- 9�-
I
o ,
4-
5A
PROTECT PLUG
FROM CONCRETE
W /POLYETHYLENE
B
BLOCK
LETTER
CONCRETE AREA IN SO FT AGAINST
SOIL FOR EACH PIPE SIZE
JUNCTION BOX
4"
67 .
8"
10"
A
4.5
10.0
18.0
1 28.0
B
3.5
7.0
12.5
i 19.5
C
2.5
5.5
9.5
15.0
DEAD END
CONCRETE
THRUST BLOCK 8
SCALE: NONE C20
CEMENT CONIC
/ (8 CH )TO T
PLACEMEN
PATCH TO BE
1' THICKER THAN
— PREVIOUSLY EXISTED
a
(EXISTING ASPHALT
OR CEMENT
CONC PAVEMENT
6" MIN TYPE R
CRUSHED ROCK
TRENCH BACKFtLL
CLASS 11
CEMENT CONCRETE PATCH
OVER PREPARED GRADE s
SCALE: NONE C100
EXISTING
FILL OPENINGS FROM
JUNCTION BOX
REMOVED 12" AND 15"
DIA STORM DRAINS WITH
CLASS B CONCRETE
2 — #5
HOOPS
PIPE STUB TYP "
INSTALL 27•'
>.
STORM DRAIN
AT BOTTOM
OF EXISTING
JUNCTION BOX
EL — 11.0 ±
VERIFY �1
4
8 "' MIN SIDES AND
BOTTOM
2' -6'
SET IN 1' DIA x 4 "
HOLES W /EPDXY GROUT
TYP ALL AROUND
CONNECTION DETAIL AT
EXISTING JUNCTION BOX 10
SCALE: NONE C100
CCC -All I7 /I"c�2
NF
2 — #6
1/2" PREMOLDED
2' -0'• � JOINT FILLER
I
EXISTING ELECTRICAL
DUCT
PAVEMENT DETAIL AT
EXISTING ELECTRICAL DUCT
Z)w2042 11
SCALE: NONE C50 7
RECORD DRAWINGS CITY OF RENTON
' KRRRIEH, CHIC & :t•?RYG DEPARTMENT OF PUBLIC WORKS
I = CONS,'TING ENUNEERS
1 AS'tD BY INPOCONT.o>� -uP,nlshEO WATER AND STORM DRAINAGE DETAILS
BY T conrRacrcB
= = =_ erSFt��oArE _�_Lg3. 4 -01 PARKING AREA
DESIGNED: - :,2/93 FILE NAME: C101
DRAWN:
CHECKED: SCAIE:AS SHOWN RE. BOOK: PAGE:
REVISION BY I APPR. I DATE APPROVED: oiaccron or a "e "ca.t SHEET: 8 OF: 13