HomeMy WebLinkAboutS-168701PLAN VIEW SANITARY 1-114#2
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CURB 4 GUTTER T=,' •I V2' MIN. COMP. DEPTH CR. SURFACING TOP COURSE 5 ;�/Ji�T CD*CTE - - 5 G�• rT i 21/2' MIN. COMP DEPTH CR.SURFACING BASE COURSE / c ✓n£�1T cDrl z h l I�EPTU z. sue,;,- -[ Dp cal c �n£T eL�I �T�J °((In' 0, PT aePTU��. r r �Dp ca � TYPiGAL STREET SECTION GUvb4uTTE2 2'YN,I uce.su¢� , �cuc Cu�P, ruTT:� z�'M, ear- v�prucE.�¢ cmc, cap
TYPE L'
_ &�I "�-�pDD�rrUT_TE�z �T_�TEIZ�D Cu Qe?�,uTTEQ i
/!✓F /LTRAT /ON TREE ✓CH ABERDEEN AVE NE ME 24 "H ST.
DETAIL NO --GAL-1- NO
NO SCALE '�
14 -5 BATTE¢ED CURE) -15.0 2011EP 6U¢8 (28' 7FLOW UtJE )
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r
a Z
22.5'&nTT ✓:0 cU2a (44 wLINE)
I 0 185 btlTTECUDCURB- 19.OTLOLLEDOJ25(36 FLOW Luis)
i
w
TU6 E P1 U& END
p
262
-
13.1 -7' FiP E¢ED CUPS - 13.67'QoLLED aq,
g
STA /f94
PTBCOCAnON
7' 6\TT�s°D ar&,- 17.67 ¢OLCfOCU¢ I
coAApl�i� co�¢pS10N
P20T41�CTION MUST EjC--
C�rcA'(� �L�EVA-TIb1�
TRENLi1
1.33 21.11' BATTED CU¢6
S-27
I
4;
9
-- "-� -
- " -� INVERT ELEVATION
t r�oTe:
OUTLET
_
�' To DOWNSTREAM -
Tp.FLOW LlriE= D.Bb'o�l
LIAT[BVz 6033 ON ¢®LIED I
MIS
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JCOPE 5/ -
PERC TRE/1lCI{
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IL
y,
45° ,
CBCG
a'
\
TYRE rr C,4TC+4
ZYPE CATC�IN LX 1Q0 j9lj
0U TLET PIPE Amt
sCopt -.5 /
1.
DETALL 4
S ANPARD CB
ADDER STEPS
tdlT plp MIr11MUM
�ttoL_mlc- G
No sGA L4-
((tAL1AN(�) .
(FROM PERC T8ENf4)
gs•ECc
m
x
r,
! 2
3
4
I>
a Z
OF 6012ROG IOTi ¢- 65tC -MT
NATErztAL O¢ Ca A( VaNIZEo
W
w
TU6 E P1 U& END
p
262
y,l %
Z I -- MHsf 3
STA 3 *95
278 QI R1111 EL= 260-54
2 i d"I.VV OUT 1174 2-
W /NV IN 2 73. 92
EX /ST /NE) C- ROUND - /NV OUT - 273.72
CIR4TE 274 0 -
Q
W '
* MN"t2
270 Q STA //-50
RIM EL =2731
l Q 8 "/NV_OU7- :tB
B " /NV OUT = �6E60-
c�j MH# I PY/MP 3TAT /ON 8 " /NV /N (E) - e60. 21-
STA 0 +35 8" /NV /AI (5 J = 259.98
Z66 RIM EL =268.5!- 8 "1NV. OUT(NW)= 260./5 690/
B " /NV /N = 259.54 8" /NV. OUT (5W)= 259.90 5
1IWE¢.T '' 'z rJ.I STD. CB h 9 " /NV. OUT= 260. 56 - PL UG S
f: LEVFtTIUti �, 2'PtlzF LADDER L /NE, F50TH ENDS FOR FUTURE -a
STEPS USE Zy5
r1DT -e: -AIL M -ETA.L pmgG� -Arlo
- c-U¢FACt MUST. � MADE- - � v Z62 /-PLUGGED I-WE
� •
O
ti
h
r°
300 ti
a
h
296 c
h
0
O
242 0
R
h
286
EX 1,571N6 GROUND 1 ,
MH# 9
STA 1 *36
R/M EL = 300, 5t
/N V. /N=- 245 - 6G
INV.. OUT= 265- 56-
IAIV. IN. = 2,55.62
INV 0 0 T =285. 62
�R,. S•= 0.54 /
SAN /TARY SEWER PROFILE
ALONG NW BOUNDARY 278
SCALE
LIOR /Z /"= 40'
VERT 1"= 4'
2 274
I
- - - - -- I�
_______ IQ 270
_
a Z
OF 6012ROG IOTi ¢- 65tC -MT
NATErztAL O¢ Ca A( VaNIZEo
��S
w
TU6 E P1 U& END
p
262
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MHO /D
g
STA /f94
THROUGH L 0TS /8 !9
�
N
coAApl�i� co�¢pS10N
P20T41�CTION MUST EjC--
/NV Our = 292 )
92- 0 /(AS -ba ///
�
S-27
4;
Z58
1=C4N VIEW TypcY CB's
TYRE rr C,4TC+4
FSASira
SCALE
fLowg-E5T -Z Tom/ jL PO�L�LL):lo 0
�ttoL_mlc- G
>Jo scJkGir-
/NATURAL GROUND
/=050
280
Il
276TYPES
PIPE
1NV = Z76.52
3
4
NLi
C6ri2
R EL= 279.00 2 " /NV. /N=
X75./2 \
N
TYPE -Y CB # 4 l2 "INV. OUT = 276. GO \ \
0
qj
All OIL SEPARATOR
268
STA 9f18 1IE 23RDST
\
h
N
n
n
n
GR. EL.= 279.43
12 "INV I1V = 274.08
N
m
m
Q
!2 "!N,V OUT= 276.23
d" /NV /N= 275.56
�N
I Z
W
272
STORM Ok_AINAGE PROF.IL E
h
Q
-
SCALE
268
- - -_
i.
-
-"EX
/STING
IVOR& 1'=40'
-- --- --'- -'
--- _..-
PAV /NC
VERT 1" =4'
711PE Z c6 s
STA 3�25�
GR EL = 267 30
2 "INV= 265.00
264
ABEROEEN AVE NE
SCALE
HORIZ
l " =40"
VERT
l " =4'
O
ti
h
r°
300 ti
a
h
296 c
h
0
O
242 0
R
h
286
EX 1,571N6 GROUND 1 ,
MH# 9
STA 1 *36
R/M EL = 300, 5t
/N V. /N=- 245 - 6G
INV.. OUT= 265- 56-
IAIV. IN. = 2,55.62
INV 0 0 T =285. 62
�R,. S•= 0.54 /
SAN /TARY SEWER PROFILE
ALONG NW BOUNDARY 278
SCALE
LIOR /Z /"= 40'
VERT 1"= 4'
2 274
I
- - - - -- I�
_______ IQ 270
WAS'
GRAY
PERCOLATION TRENCH
NO SCAI -
DRYWEC! SIZE, EACH 107= .514,-72
EX /STING GROUNG
i
,57-a / +50 L U / �F I
Rim f/ =Z73 -t
8 "M v. b, = 260. /0
5 "Inv. out= 260.00
1
35
r9±
f.23
8.13
15HT 3 of 4 13-3-11
3 -11
2 4 .6. 8 10 12 '4 16 '8 20 22 24 : 26 28. 30 32 34 36
STA 4,%5747 NE 23aIS7 =0 *G0
��S
TU6 E P1 U& END
p
262
y,l %
MHO /D
g
STA /f94
THROUGH L 0TS /8 !9
/NV /N = 2
h�
/NV Our = 292 )
92- 0 /(AS -ba ///
WAS'
GRAY
PERCOLATION TRENCH
NO SCAI -
DRYWEC! SIZE, EACH 107= .514,-72
EX /STING GROUNG
i
,57-a / +50 L U / �F I
Rim f/ =Z73 -t
8 "M v. b, = 260. /0
5 "Inv. out= 260.00
1
35
r9±
f.23
8.13
15HT 3 of 4 13-3-11
3 -11
2 4 .6. 8 10 12 '4 16 '8 20 22 24 : 26 28. 30 32 34 36
STA 4,%5747 NE 23aIS7 =0 *G0
R/M EL :290.9/
INV 1A( - 51 9 = 29488
1 ;
/NV OC/T 2 ,34.77
SANITARY SEWER PROF /LE
..,�
THROUGH L 0TS /8 !9
r
SCALE HOR /Z I " -40
-
S-27
WAS'
GRAY
PERCOLATION TRENCH
NO SCAI -
DRYWEC! SIZE, EACH 107= .514,-72
EX /STING GROUNG
i
,57-a / +50 L U / �F I
Rim f/ =Z73 -t
8 "M v. b, = 260. /0
5 "Inv. out= 260.00
1
35
r9±
f.23
8.13
15HT 3 of 4 13-3-11
3 -11
2 4 .6. 8 10 12 '4 16 '8 20 22 24 : 26 28. 30 32 34 36