HomeMy WebLinkAboutTED4001803.3BRACKET 31 EXPANSION ANCHOR
2 PER DOWNSPOUT SEE
DOWNSPOUT (PTD.TYP.)
CONC. COLUMN
CONCRETE PIPE BELL TYPE FITTING
W/FILLER AROUND DOWNSPOUT
CONNECT TO 6' PVC
SCALE: 1/2'= 1'-0'
DOWNSPOUT @ COLUMN - TYP.
TALBOT HILL
CONTROL MANHOLE
72'
OVERFLOW ELEV
189.70
OUTLET I.E.
185.34
UPPER ORIFICE Cp
1-7/8" EL. 187.44
LOWER ORIFICE
2-3/4' EL. 183.34
CONTROL STRUCTURE
3b CMP R1tiER
STANDARD LOCj�i�14
M H SAME GoVV-
�f=
C OI�jPA<T�D
PtP� BE�p1rJU
M 14STEPS t2
WELD DI; 500
STANDARZ-) M �
T FTzAvIE LID
(MItGZKED "DWAIN")
+ MOt)NT6D o VER 24'I
/1E�lTKI� oPENINU
6 -- PETE►tnDN TANK -
No S64Le
�GT10t�1
P1DARD J Y PE 2 G8
-ONcgETE -Top tt.AB
�IyEf� , 3(0" 1 Mll j SAME
MATEt2 I A, I_ A L} ACq E A -5
TANK WEL-DED oR FUSED
Tb ThNK
DETEtJTt01J Ta,t.4
1• UhE 6.D � t 6"y A (q BIALKt> R', (z£Q D To 'E0 0 1 FewM E it C{ R-I
2 Ai 1. TD 5E. ki-U M t iJ O M ojR!- U A LU ArN I Z E D
i. N,51?-40K T Gob�Tr--p CIeEATME Sr toy FaetiE�
'S Mt)5T 5m L.P ATE.p g`(
MAt r-JT F- J 1M LE. VC4 (C. L E�IV
DETENTION TANK ACCESS
N OT E:
PIPE BEDDING, BACKFILLING & COMPACTION
SHALL BE iN ACCORDANCE WITH SECTION
7-004 OF THE 'NSDOT STD. SPECIFICATIONS.
LOCKING LID
RIN1 19(0.25 (SEC STD. DET. 3.6.5)
6" MIN. � l// I
12" CMP
OUTLET B..,-_--UPPER I.E.185.34 ORIFICE
52 LF, 4' Ch1P
0.005 FT/FT
2" MI N. 1. E. 185.44
2" MIN. I.E. 18 5.7 0
FROP-T SHEAR GATE
72"0 TYPE II CB (SEE STD. DET. 3.4.3)
PER STD. DET. 3.2.3 RESTRICTOR (SEE STD. DET. 3.4.2)
LOWER ORIFICE
NOT TO SCALE
36" MH
RIM 195.55, W/SOL1p
LOCKING CID
MARKF-D "DRAIN"
SEE SEGT1oN,
AaOVE, "DrT>=NTION
TANK AGZ�E�SS"
f/�" RAfSE-I/'Z''V�(IDE
�JER
i✓
.'a'G1"591GE5 5PACED-3/4'I
A5 INDICATED- W+. I/b''
S�e,I
4�
Z7ie'
1 Ie7,
CA5T 1 RON RING AND COVER
PIPE M4-52 41-
Q5 5PECIAE�D•
CLEANOUT
Frame, Grate & Round Solid Cover
P,vdnovabis Watertight Marked "DRAIN" with Locking Bolts
CoupWq N FjANjc
Elev. r P1gn
2" Min. Tr
MaX.'Nsil6=W.S.'
6" tL Vlw (E" min.)
Std. Galv. Handholds
ate PlWelded to Elbow r Pipe Supports � � `I Z _ Steps or Ladder
With Orifice as Specified See Note 6 1 See KCRS Dwg. 39
Elbow -Rest rictor
NO SCALE 1.5 Dia Elbow Restrictor
Min. 2 ,N,M See Detail
Outlet Pipe Inlet
See Notes 1 S Pipes)
Invert & Elev. f t�� Shear Gate w/
Per Plans ----- 1 —= Control Rod s or
Cleanout/Drain
Restrictor Plata ',, _ ( Rod Bent as Req.d
W/ Orifice Dia. c_ for Vertical Alignment
as Specified >r w/ Cover)
See KCRS Dwg. 53
1 SEcfio►y of PIPE
Am.T"" BY 4^-.K&f6P
Isometric 5"Dm klo-j i movhLSection A -A
NO SCALE NO SCALE
1. gal "1*& 6 OIA' CATCH
eAa1N TVPe 2 Z. MIN GI-OLAIZANc-t To ANY
s OUT ITCAPACTV: OaveLOPso ?oa-TIo,J OF FTzo?—T %?A . ptsl(a E4_e.0VjV
Ogle" PLOW
a WTAA PAww: CORROSION Additional Ladder Rungs
rANWAW. aALVANISlO PPE (in sets) to allow access
►AIMS Pe NAVe ASPHALT y " to Tanks or Vauhs when
"" "Wiff 1 (t\ Catch is filed with water.
A. PRAW S LAOOIR OR SM" A \ A
OFFSET SO: O
A. C"AN01lT "Tat is 1ASMILA _
PROY TOP. t
a. clar-0owM s►.a Is clw L / �
0111F NOW ANo CLLANOVT
OATL
G PRAYI Is cLLAR OF CVRS/ J
S. W MCIAL OUTUFT PIPE CONNECTS Elbow estrictor T`
To CIMSMT CONCIUTE PVE: OVTL[T PSee Oetai I `11�^✓
,TK TO NAYS SMOOTH
O.O. EOUAL TO CONCRETE PIPE \ \i
La. L.las W
a. PROVIOI AT LLAST ONE T X 410 Angle as necessary
GAG e SUPPORT BRACKET See Note ] �
u1: C 1011E0 CONCw. WALL
(MAL >I'-" VERTICAL SOACMG1
T. LOCAT! ELaOW RESTRICTO143) AS Plan View
MEca"ARV TO PIIov,oE b'N NO SCALE
CLLAaAMCE As SHOWN.
a LOCATE ADDITIONAL LAQOCA RUNOS
N STRLKTURSS USSO AS ACCESS TO
TRIM OR VAULTS TO AUCMF ACCESS
VANN CAICN eI FKLLO n1TN WATER
F 5122 JOI�JT
PACKING
m
-f-- PLUG TO De 5EALIRD W SAME
MA>J1JC.R z MA►U 5EMtR JONT5
NOT TO SCALE
FIN15H GRADE To P'1ATCH
exiST' GKAPE AT
PA.V E M Ely T E OCR Et)
2j1 A5PIrIALT CONCRETE CLAS,�'- 8
11/2j1 CRU5HED 50RFACI NG
TOP COARSE
2-'h" CRU51-IED 5URFACIrr(4
5A5E COARSE
SUO*ztKAcF-
NOT TO SCALE
ASPHALT PAVEMENT PATCHING DETAIL
8" SANITARY---\ A2
I.E. 19 4.2 3
'—'I �
DIP �-- WATERMAIN
9'-0 '-0 STANDARD 18' NOMINAL LENGTH CENTERED
AT THE CROSSING POINT
I.E. 192.17 EXIST. 8" SD
OI.E. 190.84
I .2
�18' MIN.
PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER
TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING
ON AND BREAKING THE WATERMAIN
NOT TO SCALE
�IENTON
SCHOOL DISTRICT 403
IMPROVEMENTS AT
TALBOT HILL
TIFFANY PARK
ELEMENTARY SCHOOLS
PROJECT NUMBER
90030
STAMPS
S� WAS
C t�
t'•. '�r a t( V o N
EXPIRES 0117 % N A
DWG 3/Z'I/91
CHK —AMS 3/V 91
REV REVISION NO. 1 5-2-91
REVISION NO.2 5-17-91
CONTENTS
TALBOT HILL
DETAILS & NOTES
RECOMMENDED
FOR APPROVAL
BYAj]±4 r � s//l9/
PL,OAI REVI,641
307
kNNEU MAR 2 8 Z303
1 C.E
eP48-3 =43
SECTION THRU DETENTION PIPE
CONTROL STRUCTURE
NOT TO SCALE
CROSSING WATER UNDER SEWER
I I