HomeMy WebLinkAboutR-39003800
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SEE SHEET C19
RIM 36B36 -J50.46
18" IEd6.#6i (N) IN 36161
I8"IEr2 . (SE) OUTJ6161
9=9IB" LCPE (P7)
CB 6 TYPE 2-48"
BI-DIRECWAL VANED:GRATE
MD -1 THROUGH CURB INLET
STA. 25+39.20, 3800' IL (SIR
STA. 60+38.OQ 8.76' L (SIR,
RIM 389 5 9360. 46
18" IE 36349(NW) IN JnM
18" IE 36349(E) OUT &UM
CB 204. TYPE i
STA. 25+52,96, 12.17' Q
RIM �4hTmm
12" IE 3643+(S) 1N J&
12" IE 36+ -3+ -(AE) OUT,
VERTICAL DATUM:
NAVD 88, PER CITY OF RENTON VERTICAL CONTROL.
HORIZONTAL DATUM:
NAD 1983191 PER CITY OF RENTON MONUMENTS.
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO. 2127. FOUND
PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT
DOWN 08 IN MONUMENT CASE AT THE INIERSE7710N OF
THE CENTERLINE OF 1487H PLACE SE AND SE 142ND
STREET, ELEVATION = 363697 FEET
2. CITY OF RENTON CONTROL POINT NO 1852FOUND
PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION
OF THE CENTERLINE OF NE 4TH STREET AND 1481H
AVENUE SE.. ELEVATION = 454.769 FEET.
U7ILITY CROSSING NOTE.*
(D UTILITY CROSSING, REFER TO C42 FOR DETAILS
CATCH BASIN NOTE:
IF DURING CONSTRUCAON, IT IS FOUND THAT PIPE ANGLES
REWIRE ROTA PON OF THE TME 1 CB AND MISALIGNMENT
WIN THE CURB, THE CITY ROLL REWIRE REMOVAL AND
REPLACEMENT OF TME 1 CS WIN LARGER STRUCTURE AND
ADEWATE KNOCKOUT
Cal WakYg Days Before Y9u L>b
811
UNUM Un6ergountl Loes6on C rdw
0DOTID,ORWA)
NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E, W. M.
ALPINE NURSERY
CB 5 TME 2-48" 1 A � CB 105. TYPE I
STA. 33+51.46, 21.04' R (SIR) %\\ I 1-- 8T -DIRECTIONAL VANED GRATE
WN THROUGH CURB INLET
STA. 61+35.6412.80"L (SM,) ' 1 STA. 61+6996. 2458'L/ \�
RIM77984- (NlW) STA. 33+4226, 14.06"K
6" I£ 364;69(NWJ IN 36187 - RIM 3:B49J7255
12 IE 39J59(E) a J6E12 1 6- IF aezea{NE) IN 36826
l8" rE asaa9(W) IN 36112 I i 12" IF {SE) INJOX50 \
ra" rE 36a e9(s) Wr3611z H 12" asstsR IN 9UT367.50 \
y' —ee 205, TME 1
-- S(A. 61+93.19, 917" L
. _ (p105d68.d.1J7 NW WTJ68.Bd 4 1
a v 96 LFt 12 L O d
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-- - - 399 `73" LCPE (P6)------------
lq
1
61+ 6 o SE 145THP
—
IA6� 18" LOP 0 11 OP —
J&
+ee-!k
12.72' R
I'1 I ,
SEE SHEET
LP. ELEV - 368.50
TZ, LCPE (PT04)
102 {
LP. STA = 60+21.55
PW STA - 60+23
m
PW ELEV - 366.36
AA - 486
K = 1181
K-427
•
mw' w
�N
W7
4d
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STA. 60+3800, 9.95' R (SIR.)
bA
STA 2 +57.97, 3800 L (SIR.)
CD 4
FIM 36865
STA..
h
bN
I2" IE d04i9(SIV) IN3B410
STA c
18- IE364:+9(E) OUTJ6410
RIMS
12� TE
33 LF 12" PE P204
18" IE
0
`T6 LF •.
18" IE
p
IEET
C19
12.72' R
I'1 I ,
SEE SHEET
LP. ELEV - 368.50
PW aEV - J77.45
LP. STA = 60+21.55
PW STA - 60+23
m
PW ELEV - 366.36
AA - 486
K = 1181
K-427
`^
mw' w
�N
W7
4d
n
b
bA
n
F
M
h
bN
bN
0
W
p
12.72' R
I'1 I ,
SEE SHEET
VCB 3 TME 2-48" 1
OROPZAi l AIN
,$TA. 33+85.86, 183§' L (SIR.)
RIM. 61372 56' R (SIR.)
/2" IE dbi£9-(N�) INJ66.64 /
1118" IE 362. W) IN 36260
24 IE d6 Fo (S) OUTJ6260
PN STA - 62+1113
PW ELEV - J7449
A.D. - -1.86
K=NW
m
PW aEV - J77.45
1
m
g
K = 1181
�
2a OO' 4C
W7
4d
n
b
bA
n
F
M
h
bN
VCB 3 TME 2-48" 1
OROPZAi l AIN
,$TA. 33+85.86, 183§' L (SIR.)
RIM. 61372 56' R (SIR.)
/2" IE dbi£9-(N�) INJ66.64 /
1118" IE 362. W) IN 36260
24 IE d6 Fo (S) OUTJ6260
PN STA - 62+1113
PW ELEV - J7449
A.D. - -1.86
K=NW
m
PW aEV - J77.45
m
g
PN STA -6 W
PW ELEV - 37637
Aa - 245
K=MW
PW STA - 83+6215
SEE SHEET C25
SEE SHEET C26
�e
a�
�b
mob^.
o�
b$ iS n
IB" LCPE 17 Re P6
C8 5 TYP 2-48" 8 3 TME 2-4
IM 3693PJ69, W 37117 RlM ROP CATCH BA N
99
6" IE 9(a IN,xra61 x 976' IE a (NW) IN IM aaa7, J72
6" IE 863.190 OIN 3 sfI 4712" IE B6356 (£) /N " lE d6iB6-( E) INJM64
,N 1218" IE 36a89(Vrn " LE a6saa{) IN , W
J6 1216" IF �a.69(S) Wr 4" IES. O OUT36290
NORTH
IMd6456360. M 104 TYPE 2-48• CB 4 TW£ 2-48" RIM 3PP+19
2" IE 361: }Fs( W) IN J66f0 RIM 3PPrr1- 6" IF 68998 -(NE) IN 360.28 GRAPHIC SCALE
2" IE36Yr19( oIN 36410 12" 1E 36339{I1) #I X 12" IF 36�-99ySE) IN35ZSO 0 10 20 40
vR" IE 5&, "-(N) IN 111106 12" IE �(W) OUTMZ50
18" IF (E) OD 36166
1 INCH O20 FT.
HORIZONTAL
0` 0
5 5
1 INCH 5 FT.
VERTICAL
AS -BUILT
SE 145TH PL RECOMMENDED FOR APPOVAL
y� a aa a BY: �Date: � b bb n a'• nn b,0 �� Qy p0 bb "' m� °' *.R '°m �8 °° ^b n� nb �� BY: Date:
h
,�i ,Ory by 0 �. 0yn� Dry OOry y{ ui bu{ 1\1� n1^7�� u+1M1�� 04^j ^bl h M hvFl hF h h hi1.Ol h M M h h h h hK hF hK h� h�.7 h�.7 hF
BY: Date:
BY: Date:
60+00 60+40 60+60 61+20 61+60 62+00 6T+40 62+80 63+20 63+60 64+00
I C" CDMMEMIB• RENEW I MAJ 10&03.161 Ma Is✓6 w y , ALPINE NURSERY �os.za.ts
2 CITY COMMENI9• RENEW 2 MAJ 06.23.16 MAJ SAS NOTED mM • C I TY C F
D.R. STRONG "`°vLP
i 3 MWAR6 Ma 07.2a.16 Ma
CONSULTING ENGINEERS 4 As-euLT EAs 09.Iz.n MN P YLPgor '+ R E N TC N ROAD AND STORM DRAINAGE PLAN &PROFILE - SE 145TH PL xo
- ENGINEERS PLANNERS SURVEYORS DATDM
I , fxEO- Planning/Building/Public Warks Dept. C20
820 TTHAVENUE KIRKLAND, WA B& 133 NO. REVISION BY DATE APPR U15007366
042582]3033 F4256272423 RWED. 20 a-42
DRS PROJECT NO. 14069 R-390038
PW aEV - J77.45
AD. - -1,45
K = 1181
2a OO' 4C
b
F
M
h
h
SEE SHEET C25
SEE SHEET C26
�e
a�
�b
mob^.
o�
b$ iS n
IB" LCPE 17 Re P6
C8 5 TYP 2-48" 8 3 TME 2-4
IM 3693PJ69, W 37117 RlM ROP CATCH BA N
99
6" IE 9(a IN,xra61 x 976' IE a (NW) IN IM aaa7, J72
6" IE 863.190 OIN 3 sfI 4712" IE B6356 (£) /N " lE d6iB6-( E) INJM64
,N 1218" IE 36a89(Vrn " LE a6saa{) IN , W
J6 1216" IF �a.69(S) Wr 4" IES. O OUT36290
NORTH
IMd6456360. M 104 TYPE 2-48• CB 4 TW£ 2-48" RIM 3PP+19
2" IE 361: }Fs( W) IN J66f0 RIM 3PPrr1- 6" IF 68998 -(NE) IN 360.28 GRAPHIC SCALE
2" IE36Yr19( oIN 36410 12" 1E 36339{I1) #I X 12" IF 36�-99ySE) IN35ZSO 0 10 20 40
vR" IE 5&, "-(N) IN 111106 12" IE �(W) OUTMZ50
18" IF (E) OD 36166
1 INCH O20 FT.
HORIZONTAL
0` 0
5 5
1 INCH 5 FT.
VERTICAL
AS -BUILT
SE 145TH PL RECOMMENDED FOR APPOVAL
y� a aa a BY: �Date: � b bb n a'• nn b,0 �� Qy p0 bb "' m� °' *.R '°m �8 °° ^b n� nb �� BY: Date:
h
,�i ,Ory by 0 �. 0yn� Dry OOry y{ ui bu{ 1\1� n1^7�� u+1M1�� 04^j ^bl h M hvFl hF h h hi1.Ol h M M h h h h hK hF hK h� h�.7 h�.7 hF
BY: Date:
BY: Date:
60+00 60+40 60+60 61+20 61+60 62+00 6T+40 62+80 63+20 63+60 64+00
I C" CDMMEMIB• RENEW I MAJ 10&03.161 Ma Is✓6 w y , ALPINE NURSERY �os.za.ts
2 CITY COMMENI9• RENEW 2 MAJ 06.23.16 MAJ SAS NOTED mM • C I TY C F
D.R. STRONG "`°vLP
i 3 MWAR6 Ma 07.2a.16 Ma
CONSULTING ENGINEERS 4 As-euLT EAs 09.Iz.n MN P YLPgor '+ R E N TC N ROAD AND STORM DRAINAGE PLAN &PROFILE - SE 145TH PL xo
- ENGINEERS PLANNERS SURVEYORS DATDM
I , fxEO- Planning/Building/Public Warks Dept. C20
820 TTHAVENUE KIRKLAND, WA B& 133 NO. REVISION BY DATE APPR U15007366
042582]3033 F4256272423 RWED. 20 a-42
DRS PROJECT NO. 14069 R-390038