HomeMy WebLinkAboutR-364213Z 1LU
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SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
IE 41..e,(II AL TMYER
IE41 }.qp(EI
RECREATION
RIM 4di.99 It
j
IF 44&44
'. P13 PI
15' PROPOSED P BLIC
EX TYPE 2 CB STORM DRAINAGE EASEMENT I
j
ACCESS TO EXISTING CATCH 941dI 584g1.14,1 13' OL AMOE-/
1
BASIN TO BE MAINTAINED. ! RIM 432.02 UIW RtM 431.1
NO PERMANENT IE •""mot 1
STRUCTURES WITH /N lE H X PIPS: STORM DRAINAGE
15' STORM EASEMENT BOTTOM OF CB TO EASEMENT OVER ENTIRE 1
BE CHANNELED TRACT B
- 7 16411.1gC6)
TRACT "Cr.
IF 41}• 15 (.N� '�
V IE 42ip•91 S 6"0 LOPE T TOR
PRIVATEACCESS 10' PRIVATE STUB ®200% MIN 1
>iTORM EASMENT SLOPE 2,
_ SEE NOTE TE 2, DETENTION VAULT 1
- l5 SHEET 44x128' (INSIDE DIM.)
LIVE STORAGE PROVIDED
X 777.- 7TT� _
SEE S 1
SEE SHEET C70 FOR
DETAILS
��-
'\
it
�I FRPNeN DRAW
1
,- 8 CB 101, TYPE 1 0 _ 1
��� �%� IOKOAh 41• s1Ci9+2&2d1 -4664 L
r 80,71 •w, 6•j'jl'39+77,53, -5,=4' L
i . R'M 43252 4l3.yT '' _ I u.
_° lE 42'"o41 •W - a
421.1 C°
''., ..' 40 +89.17, 5. ?7 Q • � (, - �
'- CB 102 TYPE
_ _... $949 $A .,02' R \ THR CURB INLET
( (i +98.45, 11.37' L (G . _
83 RIM �F N&I.SW
Rl E 4 9
£+9.di OF
IE 419.35 (NE)
Is Lfzq.46 (6W) / 10' PRIVATE
STORM EASMENT
C
I. CB 2 TYPE 2
I �� 48" THRU CURB / ET
(GR.)IO49b -2
R15
<.. IF 966641 4 1.1 14
/
434
E3ze.aa w
C -6 yZO•bl LEA
16 410.4 Cw� ,
IE 42.5.1 F C•1Q
I
10' PRIVA
j- STORM EA MENT� ,..
12 16
pry
TRACT
PRIVATEACCESS
1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED
CON57RUC77ON DRAWINGS ,fXXX ON FILE W77H CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE
APPLICA77ON OF ANY BUILDING PERMIT. ALL CONNEC71ONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED
PRIOR TO THE FINAL BUILDING INSPEC77ON APPROVAL.
2 CONNECRON TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE
WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDEN77AL BUILDING PERMIT
DRAINAGE REVIEW WHEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT.
PRIVATELY MAINTAINED STORM ELEMENTS.•
1. PIPES P103 AND P20J ALONG WITH CATCH BASINS C8 101, CB 102, CB 103, AND CB 203 TO BE PRIVATELY
MAINTAINED.
2. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED.
J. ALL PRIVATE STORM CONNEC71ONS TO BE PERFORATED STUB -OUTS.
FLOW CONTROL BMP NOTES•
1. ALL LOTS WILL URLIZE REDUCED IMPERV70U5 SURFACE CREDIT BMP. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE
PER LOT IS 75X PER KING COUNTY CODE. A MAXIMUM ALLOWABLE IMPERVIOUS SURFACE OF 65X OF THE LOTS
TOTAL AREA WILL BE USED OR 10% OF THE L07S TOTAL AREA FROM 4,000 SF WHICH EVER IS LESS.
2. THE RESTRICTED FOOTPRINT FLOW CONTRQL BMP AND PERFORATED PIPE CONNECTION BMP HAS BEEN U77LIZED
FOR THIS PLAT.
3 FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR
BY EACH LOT OWNER.
VER77CAL DA7UM:
NAVD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VER77CAL CONTROL.
TRACT NOTES:
1. JOINT U77UTY EASEMENTS SHALL BE GRANTED OVER 7RACTS A, D & E.
2 STORM DRAINAGE EASEMENT SHALL BE GRANTED OVER TRACT B.
N07F
FES P7, P14 AND CB 7 DO NOT EX /ST
Cell 2 Working Days Before You Dig
1- 800 - 424 -5555
Utilities Underground Location Center
(ID,WF,ND,OR,WA)
CB 10 TYPE 2 -48' i
SOLID LOCK /NG LID
51 +46.44 (AlP
RIM 43eB9 Atli
.23
IE reia
ZS PROPOSED PUBLIC • .432 4
STORM DRA /NAGS, EASMENT CLEA 91I - 1
IM .Zb 1
R/M 438.94. 4U. I 1
IE 42i89 4Zb4) i 1
IE42v }'►(� � � i
1
,25 .43 4 13L 11
10' PRIVATE - IE 436.0 1
3%LF �C;tIv 1
STORM EASMENT L'
r
Z ce 12 TYPE i ,
�I M+ernaa, saacu b2 +ob 3c.1 x.01 L
i�/� n 16' ACCESS 06AO'GAtt I 1i E yam. sV
R.4CT A P 2 -e SW7NGlNG SECTIONS 1, 414.42
PRIVATEACCESS
EX/ CONTROL S7RUCTURE 11
LEAMOUT /r'. /!;RETROFIT WITH OVERFLOW II L 20.10 0�7YPE 3
RI RISER, SEE DETAIL SHEET C9 PER WSDOT STD. PLAN 1
CLEIIMOVT
1 RIM43o4 If *1Y- 97rIta4 ,
YARD ORM�1 Io.1e L I Gr
'E 2-48" CB hj TYPE 2 48" ! p Inx
, IM 4jo.1I 'CB 104 /.TYPE i 7HRU CURB INLET d' '
xa (GR) 144j�.21 ILIIr.L s• XXXII •• •-,• , •,..,
60Y00•lll O•iy0'�R Ifr 429.21 R/M 430.06430.1AGR.) I 0 RIM li4g - :430-09 R/M
s 472.19 I u "9VC lE`�Aar. 42e•DIM C /E 42644 41 iE 4RAAi- 415 21
41q.11- - - „-
- - .�- 4TH PL. -------- ------- ---- - f 0 -.
1� .i..
g
P4 P6
> , ' CB 4, TYPE 2
CB 3, TYPE 2 -4 1g0' PqWR4IVATE 1 RIM�O b R.
GR. 11�41r.4frlLO 93'R EASMENT fRENcl1 DRAW ,
IE4�23 '(5�M)
R/M 437 %13L 1 1ey23•i 6)
1E 42497.16 41 •o1(AII2O 2! IE EIZ3130�(,N�
r��1E42.o3(E) 13 +8E2,�[OSd4
IE4 0.91(w� I IE 42ti (S)
16 4 I.ZLI
� � I
�eT- laae, -f.� 20+13.85, 4A1' L
RIM 43966 410• ?I
IE 4P+ 96 421.70 (NL p
16 42! -10 (Wl % L7
1E 425 - °� i 1
I 1
17 I �1
ss,1 430 - ► R=364213
I
CB - --
7HRU CURB INLET
1 �•
R/M 26 Zb
/E a,. °n 424•ie
It.ZL8dr;11I -ZZR�
I
RIM 4yy241. ?211 I 1
I n
I 1
. WI
Q
MAX /MUM IMPERVIOUS TABLE
LOT NO. LOT AREA MAXIMUM ALLOWABLE RESTRICTED
IMPERVIOUS AREA PER CODE IMPERVIOUS FOOTPRINT
1 4609 3457 2996
2 4705 3529 3058
J. 5693 4270 3431
4- 6207 4655 3379
5 4307 3230 2800
6 4130 3098 2685
7 5218.. 3914 3392
8 4998 3749 3249
9 4250 3186 2763
10 4235 3176 2753
11 4282 3212 2783
12 5265 3949 3422
13 3696 2772 2402
14 3890 2918 2529
15 5020 3765 3263
16" 6238 4679 3376
17 5252 3939 3414
18 4862 3662 3173
19 3293 2470 2140
20 3063 2297 1991
21 3175 2381 2064
'VLK xcnvN 0.41.1 Ur 'Ht nW %UM 2000, rceelmweU rowrmNI ID LJIAVLI NHw ar
RES7RIC7ING THE F007PRINT TO 4,000 SF LESS AN AREA EQUAL TO IOX OF THE LOT AREA.
1 CITY COMMENTS DATED MAY 3, 2012 YLP 05.23.12 MAI SCN a O J
D.R. STRONG 2 MYLAR YLP 06.19.12 MA,
CONSULTING ENGINEERS 66s1sx6° MAJ
ENGINEERS PLANNERS SURVEYORS
i 10604 NE 38th PL, ,#101 KIRKLAND, WA 98033 YLP
0 425 827 3063 F425.827.2423 c"CG2°�1
vnv dmfmng.wm NO. REVISION BY DATE APPR --"I
UTILITY CROSSING TABLE
C}' UT 1E TOP OF PIPE CLEARANCE (FT) FINISHED GRADE
1 24" SO 421.40 0.60
12" SO 422.00
2 18' SO 421.93 1.84
8" SS 42377
3 12" SO 422.75 0.55
e" SS 42330
4 24" SO 421.47 1.84
8" SS 42331
5 18" SO 422.68 0.72
e" 5S 423.40
6 12" SO 425.96 3.98
8" SS 421.98
7 12" SO 424.97 3.65
8" SS 421.32
8 18" SO 422.03 5.07 431.93
10" WA 42710
9 12" SO 422.30 5.07 432.20
10" WA 427.37
10 18" SO 422.62 4.67 43212
10" WA 42729
11 12" SO 424.30 0.50 430.13
10" 11AK 423.80
12 12" SO 425.00 0.60 428.40
70" WA 424.40
•NOTE. 10" WATER MA /N REQUIRES 4 FOOT MINIMUM COVER
svu:
488'1-01: �6ro'966 ,�- CITY OF
AS NOTED " ° " "°'""� "^° 186]/1991
RENTON
F a►TUM
w* NU Sws P anning/Bui ding/Pub is Works Dept.
6 "°i °"E I"GI
scw[ •cc°x°wclr
BY:-
ALTMYER
STORM DRAINAGE PLAN
1 f�-316 l ol-/
N
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
Date:.
DaI4
Date:.
Date:.
MlE
03 -29 -12
A
H
d�41'
m OoA
r �
y
46
N
TRACT rrprr '
'CB II TYPE.
1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED
CON57RUC77ON DRAWINGS ,fXXX ON FILE W77H CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE
APPLICA77ON OF ANY BUILDING PERMIT. ALL CONNEC71ONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED
PRIOR TO THE FINAL BUILDING INSPEC77ON APPROVAL.
2 CONNECRON TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE
WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDEN77AL BUILDING PERMIT
DRAINAGE REVIEW WHEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT.
PRIVATELY MAINTAINED STORM ELEMENTS.•
1. PIPES P103 AND P20J ALONG WITH CATCH BASINS C8 101, CB 102, CB 103, AND CB 203 TO BE PRIVATELY
MAINTAINED.
2. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED.
J. ALL PRIVATE STORM CONNEC71ONS TO BE PERFORATED STUB -OUTS.
FLOW CONTROL BMP NOTES•
1. ALL LOTS WILL URLIZE REDUCED IMPERV70U5 SURFACE CREDIT BMP. MAXIMUM ALLOWABLE IMPERVIOUS SURFACE
PER LOT IS 75X PER KING COUNTY CODE. A MAXIMUM ALLOWABLE IMPERVIOUS SURFACE OF 65X OF THE LOTS
TOTAL AREA WILL BE USED OR 10% OF THE L07S TOTAL AREA FROM 4,000 SF WHICH EVER IS LESS.
2. THE RESTRICTED FOOTPRINT FLOW CONTRQL BMP AND PERFORATED PIPE CONNECTION BMP HAS BEEN U77LIZED
FOR THIS PLAT.
3 FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR
BY EACH LOT OWNER.
VER77CAL DA7UM:
NAVD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VER77CAL CONTROL.
TRACT NOTES:
1. JOINT U77UTY EASEMENTS SHALL BE GRANTED OVER 7RACTS A, D & E.
2 STORM DRAINAGE EASEMENT SHALL BE GRANTED OVER TRACT B.
N07F
FES P7, P14 AND CB 7 DO NOT EX /ST
Cell 2 Working Days Before You Dig
1- 800 - 424 -5555
Utilities Underground Location Center
(ID,WF,ND,OR,WA)
CB 10 TYPE 2 -48' i
SOLID LOCK /NG LID
51 +46.44 (AlP
RIM 43eB9 Atli
.23
IE reia
ZS PROPOSED PUBLIC • .432 4
STORM DRA /NAGS, EASMENT CLEA 91I - 1
IM .Zb 1
R/M 438.94. 4U. I 1
IE 42i89 4Zb4) i 1
IE42v }'►(� � � i
1
,25 .43 4 13L 11
10' PRIVATE - IE 436.0 1
3%LF �C;tIv 1
STORM EASMENT L'
r
Z ce 12 TYPE i ,
�I M+ernaa, saacu b2 +ob 3c.1 x.01 L
i�/� n 16' ACCESS 06AO'GAtt I 1i E yam. sV
R.4CT A P 2 -e SW7NGlNG SECTIONS 1, 414.42
PRIVATEACCESS
EX/ CONTROL S7RUCTURE 11
LEAMOUT /r'. /!;RETROFIT WITH OVERFLOW II L 20.10 0�7YPE 3
RI RISER, SEE DETAIL SHEET C9 PER WSDOT STD. PLAN 1
CLEIIMOVT
1 RIM43o4 If *1Y- 97rIta4 ,
YARD ORM�1 Io.1e L I Gr
'E 2-48" CB hj TYPE 2 48" ! p Inx
, IM 4jo.1I 'CB 104 /.TYPE i 7HRU CURB INLET d' '
xa (GR) 144j�.21 ILIIr.L s• XXXII •• •-,• , •,..,
60Y00•lll O•iy0'�R Ifr 429.21 R/M 430.06430.1AGR.) I 0 RIM li4g - :430-09 R/M
s 472.19 I u "9VC lE`�Aar. 42e•DIM C /E 42644 41 iE 4RAAi- 415 21
41q.11- - - „-
- - .�- 4TH PL. -------- ------- ---- - f 0 -.
1� .i..
g
P4 P6
> , ' CB 4, TYPE 2
CB 3, TYPE 2 -4 1g0' PqWR4IVATE 1 RIM�O b R.
GR. 11�41r.4frlLO 93'R EASMENT fRENcl1 DRAW ,
IE4�23 '(5�M)
R/M 437 %13L 1 1ey23•i 6)
1E 42497.16 41 •o1(AII2O 2! IE EIZ3130�(,N�
r��1E42.o3(E) 13 +8E2,�[OSd4
IE4 0.91(w� I IE 42ti (S)
16 4 I.ZLI
� � I
�eT- laae, -f.� 20+13.85, 4A1' L
RIM 43966 410• ?I
IE 4P+ 96 421.70 (NL p
16 42! -10 (Wl % L7
1E 425 - °� i 1
I 1
17 I �1
ss,1 430 - ► R=364213
I
CB - --
7HRU CURB INLET
1 �•
R/M 26 Zb
/E a,. °n 424•ie
It.ZL8dr;11I -ZZR�
I
RIM 4yy241. ?211 I 1
I n
I 1
. WI
Q
MAX /MUM IMPERVIOUS TABLE
LOT NO. LOT AREA MAXIMUM ALLOWABLE RESTRICTED
IMPERVIOUS AREA PER CODE IMPERVIOUS FOOTPRINT
1 4609 3457 2996
2 4705 3529 3058
J. 5693 4270 3431
4- 6207 4655 3379
5 4307 3230 2800
6 4130 3098 2685
7 5218.. 3914 3392
8 4998 3749 3249
9 4250 3186 2763
10 4235 3176 2753
11 4282 3212 2783
12 5265 3949 3422
13 3696 2772 2402
14 3890 2918 2529
15 5020 3765 3263
16" 6238 4679 3376
17 5252 3939 3414
18 4862 3662 3173
19 3293 2470 2140
20 3063 2297 1991
21 3175 2381 2064
'VLK xcnvN 0.41.1 Ur 'Ht nW %UM 2000, rceelmweU rowrmNI ID LJIAVLI NHw ar
RES7RIC7ING THE F007PRINT TO 4,000 SF LESS AN AREA EQUAL TO IOX OF THE LOT AREA.
1 CITY COMMENTS DATED MAY 3, 2012 YLP 05.23.12 MAI SCN a O J
D.R. STRONG 2 MYLAR YLP 06.19.12 MA,
CONSULTING ENGINEERS 66s1sx6° MAJ
ENGINEERS PLANNERS SURVEYORS
i 10604 NE 38th PL, ,#101 KIRKLAND, WA 98033 YLP
0 425 827 3063 F425.827.2423 c"CG2°�1
vnv dmfmng.wm NO. REVISION BY DATE APPR --"I
UTILITY CROSSING TABLE
C}' UT 1E TOP OF PIPE CLEARANCE (FT) FINISHED GRADE
1 24" SO 421.40 0.60
12" SO 422.00
2 18' SO 421.93 1.84
8" SS 42377
3 12" SO 422.75 0.55
e" SS 42330
4 24" SO 421.47 1.84
8" SS 42331
5 18" SO 422.68 0.72
e" 5S 423.40
6 12" SO 425.96 3.98
8" SS 421.98
7 12" SO 424.97 3.65
8" SS 421.32
8 18" SO 422.03 5.07 431.93
10" WA 42710
9 12" SO 422.30 5.07 432.20
10" WA 427.37
10 18" SO 422.62 4.67 43212
10" WA 42729
11 12" SO 424.30 0.50 430.13
10" 11AK 423.80
12 12" SO 425.00 0.60 428.40
70" WA 424.40
•NOTE. 10" WATER MA /N REQUIRES 4 FOOT MINIMUM COVER
svu:
488'1-01: �6ro'966 ,�- CITY OF
AS NOTED " ° " "°'""� "^° 186]/1991
RENTON
F a►TUM
w* NU Sws P anning/Bui ding/Pub is Works Dept.
6 "°i °"E I"GI
scw[ •cc°x°wclr
BY:-
ALTMYER
STORM DRAINAGE PLAN
1 f�-316 l ol-/
N
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
Date:.
DaI4
Date:.
Date:.
MlE
03 -29 -12
A
H
d�41'
m OoA
r �
y
46
N
g
P4 P6
> , ' CB 4, TYPE 2
CB 3, TYPE 2 -4 1g0' PqWR4IVATE 1 RIM�O b R.
GR. 11�41r.4frlLO 93'R EASMENT fRENcl1 DRAW ,
IE4�23 '(5�M)
R/M 437 %13L 1 1ey23•i 6)
1E 42497.16 41 •o1(AII2O 2! IE EIZ3130�(,N�
r��1E42.o3(E) 13 +8E2,�[OSd4
IE4 0.91(w� I IE 42ti (S)
16 4 I.ZLI
� � I
�eT- laae, -f.� 20+13.85, 4A1' L
RIM 43966 410• ?I
IE 4P+ 96 421.70 (NL p
16 42! -10 (Wl % L7
1E 425 - °� i 1
I 1
17 I �1
ss,1 430 - ► R=364213
I
CB - --
7HRU CURB INLET
1 �•
R/M 26 Zb
/E a,. °n 424•ie
It.ZL8dr;11I -ZZR�
I
RIM 4yy241. ?211 I 1
I n
I 1
. WI
Q
MAX /MUM IMPERVIOUS TABLE
LOT NO. LOT AREA MAXIMUM ALLOWABLE RESTRICTED
IMPERVIOUS AREA PER CODE IMPERVIOUS FOOTPRINT
1 4609 3457 2996
2 4705 3529 3058
J. 5693 4270 3431
4- 6207 4655 3379
5 4307 3230 2800
6 4130 3098 2685
7 5218.. 3914 3392
8 4998 3749 3249
9 4250 3186 2763
10 4235 3176 2753
11 4282 3212 2783
12 5265 3949 3422
13 3696 2772 2402
14 3890 2918 2529
15 5020 3765 3263
16" 6238 4679 3376
17 5252 3939 3414
18 4862 3662 3173
19 3293 2470 2140
20 3063 2297 1991
21 3175 2381 2064
'VLK xcnvN 0.41.1 Ur 'Ht nW %UM 2000, rceelmweU rowrmNI ID LJIAVLI NHw ar
RES7RIC7ING THE F007PRINT TO 4,000 SF LESS AN AREA EQUAL TO IOX OF THE LOT AREA.
1 CITY COMMENTS DATED MAY 3, 2012 YLP 05.23.12 MAI SCN a O J
D.R. STRONG 2 MYLAR YLP 06.19.12 MA,
CONSULTING ENGINEERS 66s1sx6° MAJ
ENGINEERS PLANNERS SURVEYORS
i 10604 NE 38th PL, ,#101 KIRKLAND, WA 98033 YLP
0 425 827 3063 F425.827.2423 c"CG2°�1
vnv dmfmng.wm NO. REVISION BY DATE APPR --"I
UTILITY CROSSING TABLE
C}' UT 1E TOP OF PIPE CLEARANCE (FT) FINISHED GRADE
1 24" SO 421.40 0.60
12" SO 422.00
2 18' SO 421.93 1.84
8" SS 42377
3 12" SO 422.75 0.55
e" SS 42330
4 24" SO 421.47 1.84
8" SS 42331
5 18" SO 422.68 0.72
e" 5S 423.40
6 12" SO 425.96 3.98
8" SS 421.98
7 12" SO 424.97 3.65
8" SS 421.32
8 18" SO 422.03 5.07 431.93
10" WA 42710
9 12" SO 422.30 5.07 432.20
10" WA 427.37
10 18" SO 422.62 4.67 43212
10" WA 42729
11 12" SO 424.30 0.50 430.13
10" 11AK 423.80
12 12" SO 425.00 0.60 428.40
70" WA 424.40
•NOTE. 10" WATER MA /N REQUIRES 4 FOOT MINIMUM COVER
svu:
488'1-01: �6ro'966 ,�- CITY OF
AS NOTED " ° " "°'""� "^° 186]/1991
RENTON
F a►TUM
w* NU Sws P anning/Bui ding/Pub is Works Dept.
6 "°i °"E I"GI
scw[ •cc°x°wclr
BY:-
ALTMYER
STORM DRAINAGE PLAN
1 f�-316 l ol-/
N
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
Date:.
DaI4
Date:.
Date:.
MlE
03 -29 -12
A
H
d�41'
m OoA
r �
y
46
N
'VLK xcnvN 0.41.1 Ur 'Ht nW %UM 2000, rceelmweU rowrmNI ID LJIAVLI NHw ar
RES7RIC7ING THE F007PRINT TO 4,000 SF LESS AN AREA EQUAL TO IOX OF THE LOT AREA.
1 CITY COMMENTS DATED MAY 3, 2012 YLP 05.23.12 MAI SCN a O J
D.R. STRONG 2 MYLAR YLP 06.19.12 MA,
CONSULTING ENGINEERS 66s1sx6° MAJ
ENGINEERS PLANNERS SURVEYORS
i 10604 NE 38th PL, ,#101 KIRKLAND, WA 98033 YLP
0 425 827 3063 F425.827.2423 c"CG2°�1
vnv dmfmng.wm NO. REVISION BY DATE APPR --"I
UTILITY CROSSING TABLE
C}' UT 1E TOP OF PIPE CLEARANCE (FT) FINISHED GRADE
1 24" SO 421.40 0.60
12" SO 422.00
2 18' SO 421.93 1.84
8" SS 42377
3 12" SO 422.75 0.55
e" SS 42330
4 24" SO 421.47 1.84
8" SS 42331
5 18" SO 422.68 0.72
e" 5S 423.40
6 12" SO 425.96 3.98
8" SS 421.98
7 12" SO 424.97 3.65
8" SS 421.32
8 18" SO 422.03 5.07 431.93
10" WA 42710
9 12" SO 422.30 5.07 432.20
10" WA 427.37
10 18" SO 422.62 4.67 43212
10" WA 42729
11 12" SO 424.30 0.50 430.13
10" 11AK 423.80
12 12" SO 425.00 0.60 428.40
70" WA 424.40
•NOTE. 10" WATER MA /N REQUIRES 4 FOOT MINIMUM COVER
svu:
488'1-01: �6ro'966 ,�- CITY OF
AS NOTED " ° " "°'""� "^° 186]/1991
RENTON
F a►TUM
w* NU Sws P anning/Bui ding/Pub is Works Dept.
6 "°i °"E I"GI
scw[ •cc°x°wclr
BY:-
ALTMYER
STORM DRAINAGE PLAN
1 f�-316 l ol-/
N
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
Date:.
DaI4
Date:.
Date:.
MlE
03 -29 -12
A
H
d�41'
m OoA
r �
y
46
N
UTILITY CROSSING TABLE
C}' UT 1E TOP OF PIPE CLEARANCE (FT) FINISHED GRADE
1 24" SO 421.40 0.60
12" SO 422.00
2 18' SO 421.93 1.84
8" SS 42377
3 12" SO 422.75 0.55
e" SS 42330
4 24" SO 421.47 1.84
8" SS 42331
5 18" SO 422.68 0.72
e" 5S 423.40
6 12" SO 425.96 3.98
8" SS 421.98
7 12" SO 424.97 3.65
8" SS 421.32
8 18" SO 422.03 5.07 431.93
10" WA 42710
9 12" SO 422.30 5.07 432.20
10" WA 427.37
10 18" SO 422.62 4.67 43212
10" WA 42729
11 12" SO 424.30 0.50 430.13
10" 11AK 423.80
12 12" SO 425.00 0.60 428.40
70" WA 424.40
•NOTE. 10" WATER MA /N REQUIRES 4 FOOT MINIMUM COVER
svu:
488'1-01: �6ro'966 ,�- CITY OF
AS NOTED " ° " "°'""� "^° 186]/1991
RENTON
F a►TUM
w* NU Sws P anning/Bui ding/Pub is Works Dept.
6 "°i °"E I"GI
scw[ •cc°x°wclr
BY:-
ALTMYER
STORM DRAINAGE PLAN
1 f�-316 l ol-/
N
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
Date:.
DaI4
Date:.
Date:.
MlE
03 -29 -12
A
H
d�41'
m OoA
r �
y
46
N
•NOTE. 10" WATER MA /N REQUIRES 4 FOOT MINIMUM COVER
svu:
488'1-01: �6ro'966 ,�- CITY OF
AS NOTED " ° " "°'""� "^° 186]/1991
RENTON
F a►TUM
w* NU Sws P anning/Bui ding/Pub is Works Dept.
6 "°i °"E I"GI
scw[ •cc°x°wclr
BY:-
ALTMYER
STORM DRAINAGE PLAN
1 f�-316 l ol-/
N
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
Date:.
DaI4
Date:.
Date:.
MlE
03 -29 -12
A
H
d�41'
m OoA
r �
y
46
N