HomeMy WebLinkAboutSewer RelocationA
a
11' ECCENTRICADAPTER
fvco TO PVC S'icQT
END TC FIT VVVVVVCP D.
Extol. U" Yf P - \ WITH Conc ENCASEMENT
Ex 6t Conc
ENCASEMENT
PLAN
1'
b" Min
Typ
/— SAWQJT Exfai+ fl" VCP
*4 REMAR AT SAWCUT LINE ONLY
a" PVC SEWER
Mum CONCRETE
��— SEE NOTE I
— E' PVC SEWER
e' ECCENTR1c ADAPTER
[PCP TO PVC}
SPIGOT ENO TO FIT
CP ID.
E" Min L�7
Typ
- *4 AEBAR OO.ELS AT SANCUT LINE CWLT
TYP T TYP
Coac BLOCK, B' ON CENTER
ALONG PIPE
SECTION A —A
CONCRETE ENCASEMENT
NOTE;
1. PRIOR TO CONCRETE ENCASEMENT MAP a" FYC 1,E11;R fYIIiJ
POLYE7YL E PLASTIC SHEETING MITI{
MINIMUM 12"ONERUIP.
0aa1M4 .. T
ANN comm.
11 SO
nE8f4TClleo 2FNVINEE;
PrkillrillINIOYAL malt
fYMm' /Y lNl Rp �q¢t
C1211 HILL
402 11. nnmANY,
SUITE 1450
SAN 01E00, CA 321n1
SEE ROADWAY
SIRLICTLRE SECTION
f—PER PLAN b PROFILE
METALLIC
TDPE,IFICATION
—SEE NOTE 2
MAX CRUSHED POCK
LESS CTHERWISE
SPECIFIED
NOTES.:
1. 14* = 12" Min FOR SLURRY CEMENT SACKFILL
6" Min FOR CONCRETE ENCASEMENT.
2. PRIOR TO CONCRETE ENCASEMENTWRAP E" PVC SET11:R
IIJTR POLYETHYLEI4 PLASTIC SHEETING WITH WHICH
12" CAfERLAP,
PIPE BEDDING AND TRENCH DACKFILL
AFI WOIWR FA? SEWER 0lYLY
"n •nw N-NAAA v"I" 2
SANITARY SEWER DETAILS
NO SCALE
SSD-1
CCNSULTANT FUNCTLcw L 511P7PY
A
PLAN VIEW
TABLE 1
MINIMUM BEARING AREA 14 SIOUJIRE FEET
At,'"2 /2`
ZEBEND REND
" 12 15 9 -0.5
LP:Pt
TEES
90°
SEND
NOTFSI
1. HEIGHT=
WIDTH.= 2 x HEIGHT
2. BEARING AREA BASED ON SOIL BEARING VALUE
OF 1500 paf AND 225 pal LINE PRE5SJRE
AND A MINIMA.' OF 36" COV:R.
3. ALL THRUST BLACKS ;AZT OE PLACED
AGAINST UNDISTURBED SOIL.
4. A MININUR OF 6 INCHES OF CONCRETE .MUST
BE PLACED ON VIRGIN DR COW.ACTEO SOL
BENEATH EACH INSTALLATION.
5. THRUST BLOCKS LUST 11E CENTERED ON THE
FITTING SO THAT THE BEARING AREA I5
EXACTLY OPPOSVE "HE RESULTANT DIRECT(DN
OF THRUST.
6. CONCRETE NUST BE PLACED SO THAT FITTINGS
WELL BE ACCESSIBLE FOR REPAIR OR REPLACEMENT_
THRUST BLOCK
1 usERIN E
2" MIn
18" MDxs
B" PVC SEWER
9" Mln
1
M �n
B" PVC SEWER
fINESH GRADE
MINOR CONCRETE
3"
SECTION A —A
FRONT ELEVATION
Mfn
4'
xi a 6" EACH WAV
LGONCRETE POURED
AGAINST TRERCH
WALL SECTION PLAN
.4" EXPANS[CN JOINT MATERIAL
OR JUTE AROUND PIPE.
AT 6",
EA WAY
3" UIn CIr
6" Mfn
2- Min
CUTOFF WALL
APPROVED FOR SEWER JfORC AVL Y
12" Min
1B" MDx
r FINISDE GRAH
8" Mfn
— 8" 'VC SEWER
LTRENCH BOTTOM
MINOR CONCRETE STypj
A
SI°E ELEVATION
9.5110.3
12-11-1
TIED! YIL F[glnEEJ DATE
PLANE APPROVAL DATE
A£ Shin" oY tivafM M ArS aFJLRS
ov FAA MN &E /.svrAALF JtA
• rwarmrrr a� __
mYtr [� iHL�aYr- Derr.
MAN HILL
n W. BROMDNAY,
SJITE 1,5D
SAM DJEC0., CA 921111
SANITARY SEWER DETAILS
140 SCALE
SSD-2
L'
STATE CF CALWOBRIA - OEPARIIENT CF TRANSPATATION
• N „
CONsuLTANT FVNCTIONAL SUPERYISCR
HAVY MAROUN
CALCULATED-
oEsrCNED BY
CHECKED aT
EOELYNE MIOUEL
ULYSSES FANDINO
REYINED BY
GATE REVISED
-K
0
rn
rn
77
4)
c
x
a)�
w.4
p_
m
-'0
MST AimIM 1 DATA IA nmR
o
a
r
SEWER PLAN
I SHEET No.
"'
gg gg►wy
" UBBERS RING JOINT)
N(R
-'
lrn
8" PVC 459 SWEEP (N)
-p 8" COUPLING (N)
TER
(VCPTO PVC) tar
'.fir TAPE (N)
yyMETppARRLLIC
71-ns (SEWERCEOoNCASEMENT)
N
a MINOR CONCRETE
N i (CUTOFF WALL)
..
-IQ MINOR CONCRETE
(THRUST BLOCK}
_
R N
" 7 CancVENCASEMENp AT C '
w
w REMOVE 8" VCP •
REMOVE THRUST BLOCK (N)
—
-'SREEWMOVE CUTOFF WALL (N)
SHEETT No.
P
Li
Li
GENERAL NOTE,
t. FOR ACCURATE RICHT OF WAT DATACOITFACT zoo. OF WAY
ENGINEERING AT THE DISTRICT OFF.ICE.
MANHOLE DATA
LOCATION
DEPTH
NEWELL 54
enoyg St
210Lt A 542470.64
226'1111- S421-70.61
[NOTE:
100 rm-TN ELEVATION IS An?NoZIMATE.
CONTRACTOR TO VERIFY THE EXACT LOCATION
OF EXISTING SEWER LINE.
90
80
70
STATION
Elib
I wiri.).4..1
t--
- - -
If I
NEWELL St
24` SD ---
;0.415T-416L2151151YE.9 (PI PoT
MIN GAMUT
—
II I
+.- 4
B" 'OP SEWER
;.:
re SD
F
NeY4P•
PROPOSED 2'4" SO,
"SEE SAWCIIT
DRAINAGE PLANS
a" PVC FT
VCP SEI1ER
22nd II- Ped OC
1r sa
w s "
— HTh
SCALE7W= 50'
PROFILE
SCALD Horiz
Vert 1" = 5'
• •
1-
-.1 Cam BARRIER,
SEE LAYOUT
PLANE
24_00,
"SS" 0+02.00 Ccm0 E
SANcui a TCP
AND Coro mo9:3NT
uss.0
74.T11:1 Inv
CONNECT TO YCP SEWER
WITH EccolORIC ADAPTER -
SEE DETAIL EN SHEET SSD-1
.Etravad-PT.I.AsE
F.
VCP AND
ICIFogglECASENENT
APPROVED kW SOIFER IfORX °Mr
0+00
+10
+L.0
+30
REMOVE 0" Yu,
ABBREVIATIONS:
OSHA OCCIPATIolia; SAFETY AND
HEALTH ADMINISTRATION
PH POTHOLE
SCR 5Th:10Mb DIMENSION RATIO
POTHOLE DATA
• N0RTHIN6 EASTING OS E I ev DEPTH
1024212A5 .3059gi .76 B0.41 1.46'
1824217.63 630€0090 01-12 1.10'
CUTOFF HALL
I
r
5" 044.6.00:.
(93.691) Inv .
VtauEcoi.i7,1 tvilcrirOsi:av "
INSTALL 15" DENO
CUTOFF WALL
0+3 4
SEE DETAIL ON, SHEET SSD-2
REICIVE.cUTOFP MALL..
0' PVC SEWER
-1E81! 65
INSTALL. 4SY; SPEC? .
LTIFTEElifFi
SANITARY' SEWER PLAN
SS-1
440 0450
3 3
460
100
70
TOTAL
1