HomeMy WebLinkAbout1974.10RIfV15101'15:
-.9EV15E0 DETAIL5 # I, 3 4 9 5-IZ-87 LEL
-REVI5ED DETAIL#`! 3-50-68DJW
0
2: 1 MAXIMUM SLOPE FOR WHERE REQUIRED BY SOILS
DENSE UNDISTURBED 2 ENGINEER COMPACT THE ACTIVE
SOILS ONLY I WEDGE (450 FROM BOTTOM OF
I!I=IIII ROCKERY) TO 95%,ASTM-D-1557-70
z I(MAX.) IIII- WITH GRANULAR PIT RUN MATERIAL
� QIIII \
cn
a vY 67 /FILTER ROCK(SEE NOTE RIGHT)
ZFORATED P.V.C. PIPE FULL
= ROCKERY (ALTERNATE:
TO FINISHED GRADE)
0
1 ° 450
I-
I�II—
=N--
1I TIGHTLINE TO STORM
lllt= SYSTEM AS REQUIRED
ROCKERY IN CUT 1
I V2
DEPT
(o I
WIDTH
HC) Jt7VW1`I
IN PLAN5
[ V DITCH �4�
MANHOLES MAY BE COVERED WITH
EITHER A FLAT SLAB OR REDUCING
CONES, ECCENTRIC, AS DRAWN OR
CONCENTRIC.
HOLES IN PRECAST BASE
ARE CAST AS DIRECTED 81
ARE 4" LARGER THAN
PIPE 0. D.
48" MANHOLES WILL
ACCEPT PIPE TO 21"
SMALL ADJUSTMENTS TO GRACE
ARE MADE WITH 4" M.H. BLOCK
OR 2 x4 x8 CONC. BRICK
19
STRAIGHT SECTIONS ARE
AVAILABLE IN HEIGHTS OF
" I' THRU 4!
I'
I I
I
HAND FORMED CHANNEL
CONCRETE FILLER
SANITARY SEWER MANHOLE-(f2•
NOTE:
FILTER ROCK BEHIND ROCKERY SHALL CONSIST OF CRUSHED ANGULAR ROCK WITH 3" MAXIMUM
SIZE. FILTER LAYER SHOULD BE NO GREATER THAN 12" IN THICKNESS. 4" MIN. PERF.
PVC BEHIND ROCKERY.
DEFINITION
4 MAN ROCK = 3000r - 3400r
6 MAN ROCK = 4200r' - 4800n
GENERAL NOTES
1. THE FACE OF THE ROCKERY WALL SHALL BE INSTALLED WITH A SMOOTH FACE.
2. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE
MAXIMUM STABILITY.
3. THE ROCK SHALL BE PLACED SO AS TO LOCK INTO 2 ROCKS IN THE LOWER TIER.
4. CALL FOR INSPECTION PRIOR TO BASE COURSE BEING PLACED (FOR VERFICATION OF
ROCKERY HEIGHT, FOUNDATION MATERIAL, AND ROCK SIZE).
5. THE ROCKS SHALL BE HARD, SOUND, DURABLE, FREE OF SEAMS AND CRACKS AND CUT IN
CUBICAL SHAPES. ROCK DENSITY SHOULD BE MINIMUM OF 165#/CFS.
ROCKERY NOTES ftl
I
"MrLL.ER" CENTURION (BRONZE SUBSEAT)
O DRESSER MNH STYLE 129 6" FIRE HYD.
CEMENT COLLAR \ PUMPERHOSE -4" SEATTLE STD. THREAD.
6"x36"x36" PORTS -21/2" (NST)-
VARIES I
FINISHEC GRADE- TO BE DETERMINED IN FIELD } CAST IRON VALVE COX
WITH 1811
UPPER CASTING
FOR GRADE ADJUSTMENT
I I i =1Ti1= =IIII = IIII. I I /
TO EXCAVATION LINE
CONC. THRUST
BLOCK POUREI
IN PLACE
CONC THRUST BLOCK
POURED IN PLACE
1 I o o x IS x 18 4 CONC. o
-N I o •o 0 1 BLOCK OR SUITABLE TEE
o oho 0 O ° 6" GATE VALVE, FL x MJ
N 1.° ° 0 •'� EXCAVATE TO INDICATED
Io �o 0oo°Dao�a I DIMENSIONS (2'/2'x4'x4')
4�_O" SQUARE AND FILL WITH 1 TO 3 GRAVEL
FIRE HYDRANT• 5
2
3 8
3�
I-
-- rlrt
SIZE
- c --
00
� w
=0 - I
z
SHACKLE RODS
BOTH SIDES _
Y4
r
I
VIN.
VIAX.
PIPE
SIZE
A
B
C
D
E
L
2
4 3/1
4 I/4
6
2 3/4
6 I/4
2 V2
3
6
5 V2
7
3
7 �2
3 �2
4
6 �2
6
7 �2
4
8
4
5
8 y2
8
9 �4
4
10
6
6
8 �2
8
9 �4
4
10
6
MOTE.: TH15 DETAIL APPL.IE5 ONLY FOR
CLEArOUT5 III PAVE.[) AnrAS.
SANITARY SEWER SIDE SERVICE CLEANOU
'?ACIFIC
WIDTH OF SOIL, 6EN15n7
E_XTRUDE0 I5CquAL5 HEI&HT OF ROGKf_RY
601716RE7-E GURE3
2" A G QAv1✓71En T
a. a.e.
G 0M FAG T50
Q I o _ I. = 601 L 6rt Erl T
zc JO b D �� .T f CTYP lo" UFT�O
L �[ - _ — I LAYER
rL_ri
Q D� I I, 500x MIRAFI
FILTEFR RG�K
Y = I' MIN.. -� (A-5 APPROVE-0
C �— — I —
1 b" PA- CERFORATED PVG PIPE
3 _ _.o i�lr FULL, LEr6TH OF Rc6KERY
°
FIi16ER DRAIn - I"f IRAFI WRAPPED
FREE-pRAInIt7U FILTER RC::�K
I -II �tb— TM - - - PFAII I-'5 TO bf- 11 HIGH, Z' W10r-
t�l fi+� �-llf�„► +
-�,� 4, T-0 EXT rID THE WIDTH
ref I of 501 L, cE�1 EnT
MIN. AT INTERVALS OF 10'
On 6f-FITF-F
ROCKERY IN FILL (3)
UMD15TUKY-D EAKfu
tiI'ID,57JK�tLu UnD15TURED EAKiI•I TO EXC 4,
TO 4CAV, Pr 1rt� UnE -
TO EXCAV. FITT�nG une Ilf
LINE 11?i
fITTI nG -
COi7CKETE
TlaP1_15T E51-OCK 1=11 _ � EffECTNE
Ef1=ECTIVE COnCRET� - " COIICRETE PPARInG
B! APIf1G AREA T1�RU5T = _ ' _
l i , TUPUST BLOCK n,; AREA
`(PICAL SECTIOn DILCK ffrfECTIVEMARII`IG AKLn T>=E ' F'LArI
1100 ELL FLA11
W71f_=ALL fITTlhG5 AKE TO HAVE TAU57 5LDCK117G,
ALL 7URU57 5LOCK5 ARE TO 1!5�_ COr1CKF_7E AND
ARE TO r-)i: POURED I f1 PLACE .
f-FrECTIVE DEAKIMG AREA f�EQUIRED
PIPE 51ZE `%r CLL 45' ELL ?Ve ELL TES
&1 7 50. FT 4 59. FT Z 5Q, FT. 5 5C.
12" L 5D.7. `1 �,JT 4 5Q,>T 1150 FT
I�" 28''SQ.tfi 155G1,PL 85Q,PT• ZO5Q.1'�,
Tff'ICAL FOR 541DY 501L WITU Z,D00 P51 DEAKInG 5MIGTl4
TYPICAL THRUST —BLOCK INSTALLATION • 6
10TE MVE.MMT PATCH DETAIL TYPICAL TO ALL UTILITY TRENCHES ACK055 158+6 AVE.h.E.
5AWCUT EX15TINl A.C. OVERLAY5 -
4" bACK rKam Eaz of TRENCH.
REMOVE EX15TIN4 A5PHALT
AREA TO DE 4ROUMD DOWN 7
50 THAT JOIMT5 on THE PATCH
CAn bE Off 5ET. (01)
CIS% r..C. FAVIHC _/
I.,"ASPHALT TREATED bASE(ATb.)
ASPHALTIC CONCRETE OR bITUMIMOU5
PLAMT MIX REPLACEMEMT PATCH.
SAWCUT EDL,E5
TAR 5EAL ALOMLa 5AWCUT5
A5 5HO WN (V MIM. WIDTH)
RECENT SURFACE
OVERLAY (2"A.C.)
D...r..` n io.O.O .D.r.:•
p
L EXISTINI Z" A.C.
°X15TIN� DA5L
COM('ACTED TREMCH 5QCKFILL.
3/4"(-), OR 5/8"(-) CRUSHED BOCK.
MOTE.: ALL TREMCHE5 TO DE. 5ACKPILLED MOTE.: MATCH EX15TIML, PAVEMEMT 5ECTIOH
WITH CR1.15HED ROCK AMD COMPACTED OR U5E THE. FnLLOWIM MIMIMUMS
TO 95% MAXIMUM DEMSITY. (2) Z" OVERLAYS CLA55 b A.C.,
to" DEPTH A,T.b., CRU511 ROCK bACKFILL.
PAVEMENT PATCH
f iCaCKE�DET2L5 * I, E, j 3 HgUE 6LEI`l
f3EVIEk1ED XD (M HEFUY i PrrnDVED . Qf� )DIIlq
SHEETS &- � C-4 HAVE bEM MVIEOED At1D
FOUND TO 6E In QCCOf�D I1ICE IJIT�' THE
GEOTECHnICQL f IffOf T DATED 1 II..o DEC1NYf`IbLo
1P��s� . Fl
4,c
Ew
JnK5 5. FII'ILEY , Jh. P.E.
5011-5 EnGIM=
C,EOTECH C0r15L1LTQCIT5 047- 5[o18)
APPROVED:
CITY OF MRTOM PUbLIC IJOFjKS DQTf-
DIRECTOR
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PROJECT NO
86-70
ORAVVN BY
JFT
ISSUE DATE
12-12-86
LATEST REV
3_50- A
(Limp 410s)
ENGINEERING COMPANY PLANNING pCONSULTANTS
"U"""� tip, SHEET � cF a 40\