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5TH CALCULAnON•nll SHEET (TYP.) �� ^ 366450L0250 t SADDL EBRrOOK /W 12,
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END PANNG , )IVC 1, )0. 01
,n I 1 1177)/ 21.•2 TAPER RAAO AND 21' TAKER LENGTH., �l`�c' �.nt. `tas.,�.� 7)'q •,,er` „ ��.,.,�_ Il.i 's' l$ PARCEL N0. y RIMµ- S,�,Sg/ -tJ�' 1p6
PARCEL NO lit I� 7)2 fI, s ,a 7)r , '.0 r z� �� a. xht 3 664500245 __. -� If 11 uL`�S.V2 AS ( 2
33 04 30 79 9 8 I. %
r,
102 ��� �,z_ 50 :. 508 r Iyy�I�c iyQ3 47 6 I PARCEL NO.
5 _ • - - •> _ •r 3056807R -E
��'��'• °o" e ''0 "o ENO bF SIDEWALK RAMP 570 / 506- I '
1=`1451Im-S ( h WITH TRUNCATED DOMES _ H BLOCKS FOR 504 END PANNG
1. �i
ce 7 TYPE 7 <; ' - -- -- - - - -'� /U,20 (OR OWGQYIROL -E12�i MAZ SLI sm 27 +mm,, 1200 L
(12:1 MAX. ELOPE) 77 +9298 2357 R - ( >.< 10+2280 2533' L WITH TRUNCAIEDDOMES ENIRA�(29' TAPERALENGTH)
RESIDENCE 70 BE
Ma 491b•ib A8
12 °I6LJ : �t1616 Ai yyiY, I I I t
RIM 491 '495.$$AB I
t2 °t65�495.a1 As lE 49a III LiqS.cq AS I I ill
r bi 1. I °i 14. lE N yo1 AB I CB 11 TYPE 1
PARCEL NO. S� / i2 Ni1f n r , YL` 1636= '
ae 059082 '` / •� 6� 6 I I j z6 +72a2 151 L
1190 NIII 01I L Wt / i 5 4 3 ' i' { I SI IV, Is WA�50 AS
"061 fhm' �a Gw w"V 2 i I:•Iis�6o= 10 AS
yg. - CB 5 TYPE 1
oo PARCEL NO
III Masi - -111 3664500136
\\ o { ``. 10 +50.54, 721 L '0 C 0 I :+
-fit �� 1 TYPE 2 -48' "h' LI. RIM 48&4P49{•6fIA8
�R11M'N71.1� AS 10+5351, 121 R yt�1E = '74M.42. AS SEE NO THIS SHEET
O 2 OOWX MINT SLOPE (-T ; n
Tt IE W = 492..'15 A4 RIM Elms !I i ,j• ifi S • 411 1 AQ TYPE r TYPE 1
TE 2 iFl
l2." l2. N s 992.1.3 A8 12' lE d9a 2.7 (LC119
IS�14 ii' 912• IS Aa 18' If 498Pi fAEj �� 10' PRIVATE M525B id5ey.12116
{e ~t�.s sL{92.04 Ae OB 101 TYPE 1 I� °I I - _ - = STORM EASMENT� - ^ 7HRU W B
t� ^^ T ,D' PRIVATE STORM IE 5BK0.i
10+3306, 18.58'R 11+ �� - - - - J INSTALL NO PARKING SIGIN a EASMNT W.16 N. yol• W A6 ,15 +7454, 1217' L I J; W
n NO PARKING THIS SID /RIM 6µ,S7 5ol•'bo
RIM 40ABS 92. `�- . . S08 'Ii5 +5o1 -0! 10' PRIVATE STORM h:
sMENr _ 2._E 1�6 X49___ I
J
PARCEL NO
59040 I --.... _
A T
14230 1 l _ STA. ST2 16+4&72 (NE A IST ST)
7v b •� I �•
- 8 - ••. - I CFI
- INSTALL MONUMENT
N7 4'18 OF T
OV TV �am
PARCEL NO. W la TYPE 1
3304300520 �� 24+759a 151 L
STIL 71 +6837 (1567)4 AVF SE) �_ _ _ _ __ __ _ RIM 691,66 SOT.¢{ Ae
sW1Na c sE noNS " T - -- __r _ - D6 3 0 I /E 49560 IV le N. 44 1N A4
+. STA 10+00.00 NE 1ST sr)
INSTALL ( MONUMET: cri OIL Ear } ' -•-'�. - ___ - ___ - - a - __ P4 N 2.o l2 IE Sz 99E.Q7Ag
PER PTY RENTON P3 ,I. .'Qi '` -' - - __i _ h -I
SID. PLAN H031 - _. - - -- -- -__ PARCEL 1
11
11 _ � ', / � -IN 3664500/35
I � � �'� '
TRANCE T � 1 '
10' PRIVATE
L 1o'PRI waTESTORM
1
STORM £ASMENT, CB A TYPE 1
STD. PLAN F004 -4
(n V9� _..= _ SEE DETAIL SHEET C8 CB TYPE 2 -48' 'CB 3 TYPE 1 16 +10.15 1217 R
SEE PRIVATE CB S(,YLEOULf �� 5260, 121 R A RlMUSBI.P/L� 2 1 RIM -SP�501-43 AS
APPROVED EQUAL TOM.) RIM 585:93 51 AS
AB � 15 +7454, 12.17'R /E 44B.a4 o II
18 IE- 09&M -(4 lE 4Bx>)R
4 44 ?I'Ae v, o u ,' R1M:5o1.27AS C II
c7) ( � I I rn - - - -- - -- �^ - - "" - 14 IE Nz 9L�y.o4 A{
PARCEL NO. 5'x5' BAYFILTER VAULTI I 1 CP P 2 .,, o o - • z O 4 IE 51916.14 I - '
n, 9 12144 994• iAb 12 °IEEz`W) � I
3304300530 RIM 49i.OG49ho6A8' j' I 7) 11. � ° 90 � � LS li%a -_4c •21 Ad 1aµ 1EN{s 491•15 8
1B -1- OUT 4891 Kib .w I TRACT A` 92 94 I s
- PoNTROL 9 497.os AS 5 1 , %3
I tl I '.. STORM DRAINAGE 12° IEM�
=496.1 AB /� I iI W
CB 1 TYPE 2 -60' Y 0 / - ... / , I PARCEL NO.
SEE DETAIL SHEET 3
EMER�NC IVERFl. W f RICAGE / ,.I 3654500127
cawTRac smuc7uRE w2. I� , � I a'RlM 4FUa- 4gi.45 Alf
',. I ; VE 4"46 461.17 A4
IE OUT O OS.11 AS
! I 4 verAlL SHEET sus C14 eQ
SEE DETAIL LANDSCAPING TO BE I °,+ C8 9 TYPE 1
71 IF 12' LCPE O P .o, ' A _ _ N SAT$ 51 L
OUTSIDE OF THE FENCED 1 RN 49Aii12�ML•G_jft 9�•WAG
PARCEL NO. 15 CASE , PL 2-B' r \
3304300540 rn I - - - - ` -_ _ 1 4744
B' CHAINLINK FENCE c7) AREA.. _L i. I /E 49Ra2 I " 1 1J1 9
PER NSDOT 570. PLAN � I . � � : r I y -� O . I '. 1 " 161 = 49f��
L- 20.10 -01 TYRE 3 `
END OF Sl WALK�RAAIP i' I W'H
/ SWINdNC SECnQV$ - Rol ,I i, - - 504 5176_ _ _ _ _, i , (12.' 1 MAXI SLOP )OAT I IQ
,
�I
S dt o 502 BEG IN PANNG
12� IE a16 4R5• -� �' A c ti4 DETENnov POND _ _ -- 504 25 I 1200 L
a
PAY" 'i92.1SAS 70+2275 3401 TR (GR. ' r: ...;r,,
ILO,iN. 4{Sio A$ 4gAy,7 clr - ., 502 I 1 1TTAFl 2825 TAPER RA7)0 AND
PARCEL N0. ••
26' TAPER LENGTH zv 3664500285 PARCEL NO.
12" 1G E 4 ' �N PANNG t I it ,I £ND'OF SIDEWALK RAMP 36 6 4 50 02 78 I
PARCELi Ob 4 - ( F3 ;C WITH�TRUNDATED DOM `
STA 70+0354 1500' R �I " ) / 1= °''' - I . 4305500120
3304300550 (I2.'I,MAAS,'$LOPE) 1 - PARCEL NO.
µI7)1 DEBRIS BARRIER 2
? I
FOUND 4" CONCRETE PER PTY OF 3.O
MONUMENT CONCRETE
PUNCHED 2' STD; PLAN 22 AD 1
AND�RIPRAP -PA r w�
vvmcU ort wnry v.o
oa IN MONUMENNT T CASE
NOTES:
1. ALL BUILDING DOWNSPOUTS FOODNG DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PAROS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OURET AS SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS OXXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WIN THE
APPLICA77ON OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF THE DRAINS MUST BE CONS7RUC7ED AND APPROVED
PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL.
2 CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE NA PERFORATED PIPE CONNECTION, COMPLIANCE
WIN THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT
DRAINAGE RENEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT.
J. ALL TRENCH RESTORA DON SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY DETAIL.
4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY MOTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE
OUTSIDE OF I'HE TRENCHING IS W17H/N THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
LANDSCAPING N07E
1. TRACT A' WILL BE OWNED BY HOA AND POND LANDSCAPING OUTSIDE OF THE FENCED AREA SHALL BE
MAINTAINED BY THE HOA. AN EASEMENT OVER AND ACROSS TRACT A' ALLOWING THE CITY ACCESS TO
INSPECT AND MAINTAIN THE POND AND ALL STORMWA7ER FACIU77ES IN THE TRACT WILL BE RECORDED.
2 THERE SHALL BE A MINIMUM OF 3 -FOOT CLEAR RADIUS AT ALL FIRE HYDRANTS.
MAXIMUM IMPERVIOUS TABLE
Cj
UT
LOT AREA ROUTED TO
PERCENT IMPERVIOUS
CLEARANCE (FT)
ACTUAL ALLOWABLE
LOT N0.
LOT AREA (S.F.)
SPLASH BLOCK (S.F.)
MITIGATED
45X OF LOT AREA
(LIMITED) IMPERVIOUS AREA
1
10690
1400
13.10
4811
5511
2
9400
1400
14.89
4230
4930
3
9400
1400
14.89
4230
4930
4
9400
1400
14.89
4230
4930
5
9400
1400
14.89
4230
4930
6
9400
1400
14.89
4230
4930
7
9400
1400
14.89
4230
4930
8
11734
1400
11.93
5280
5980
9
9445
1400
14.82
4250
4950
10
9437
1400
14.84
4247
4947
11
9429
1400
14.85
4243
4943
12
9421
1400
14.86
4239
4939
13
9413
1400
14.87
4236
4936
14
10704
1400
1308
4817
5517
UTILITY CROSSING TABLE
Cj
UT
IE
TOP OF PIPE
CLEARANCE (FT)
FINISHED GRADE
1
12' SO
504.81
495.09
0.89
499.75
11
8' WA
495.98
SE
936TH ST
-
2
12' SD
49728
(Lioz = L
1.41
W = WIDTH Q1 2 FEET
@2.5 FEET
B° SS
@25 MPH
495.87
@26 LF
3
12' SO
500.68
1.70
506.15
8" WA
502.38
4
12' SD
49796
3.30
8' SS
494.66
5
12" SO
498.16
0.50
501.44
8" WA
497.66
6
12" SD
499.09
4.73
B' SS
494.36
7
12' SD
499.28
0.50
502.38
8' WA
498.78
•NOTE' 8' WATER MAIN REQUIRES 3 FOOT MINIMUM COVER
I-I'VI V 1 LCL 7 MHMV 1.'lnvc f a I L/KM CLCMC7V I J: FLOW CONTROL BMP NOTES.•
1. ALL STORM GRAIN STUB-OUTS TO BE PRIVATELY MAINTAINED. 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERIOUS AREA EQUAL TO 45X OF EACH LOT AREA. 1400 S.F. OF ROOF AREA ON n=3665
2 ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS EACH LOT WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS 17
VERTICAL DATUM. BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 509 THUS INCREASING THE ACTUAL ALLOWABLE BUILD -OUT IMPERWWS
AREA BY 700 S.F. (50X OF 1400 SF.).
NA VD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. 2• BASIC DISPERSION, AND PERFORA 7ED PIPE CONNECTION BI HAS BEEN U77L /ZED FOR THIS PLAT.
3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
R A. JOD _ 11111 -1 1 11
PRIVATE CB SCHEDULE
LOTj
RIM
IE
1
502.31
i
4
506.81
504.81
8
502.22
500.22
11
506.63
504.46
SE
936TH ST
-
BY:
Date:
ROAD TAPER CALCULA77ON
(Lioz = L
W = WIDTH Q1 2 FEET
@2.5 FEET
S = SPEED (MPH) Q 25 MPH
@25 MPH
L = TAPER LENGTH 01 21 LF
@26 LF
•NOTE' 8' WATER MAIN REQUIRES 3 FOOT MINIMUM COVER
I-I'VI V 1 LCL 7 MHMV 1.'lnvc f a I L/KM CLCMC7V I J: FLOW CONTROL BMP NOTES.•
1. ALL STORM GRAIN STUB-OUTS TO BE PRIVATELY MAINTAINED. 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERIOUS AREA EQUAL TO 45X OF EACH LOT AREA. 1400 S.F. OF ROOF AREA ON n=3665
2 ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS EACH LOT WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS 17
VERTICAL DATUM. BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 509 THUS INCREASING THE ACTUAL ALLOWABLE BUILD -OUT IMPERWWS
AREA BY 700 S.F. (50X OF 1400 SF.).
NA VD 88 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS SURVEY BRANCH (KCDPWSB) VERTICAL CONTROL. 2• BASIC DISPERSION, AND PERFORA 7ED PIPE CONNECTION BI HAS BEEN U77L /ZED FOR THIS PLAT.
3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
R A. JOD _ 11111 -1 1 11
PRIVATE CB SCHEDULE
LOTj
RIM
IE
1
502.31
500.31
4
506.81
504.81
8
502.22
500.22
11
506.63
504.46
14
502.10
500.10
a+ e WA 1 INCH = 30 FT.
To
a m D.R. STRONG 1 CITY COMMENTS DATED JANUARY 106 2013 YLP Lµ.211.13 MAJ $1R1fYf2 eEHnru: V ,ee° Tv O C °'
2 MYLARS YLP 03.14.13 I __ AS NOTED H0R10Hi" Non 1B ° " "" �, SADDLEBROOK 11 -14-12
CONSULTING ENGINEERS MN
ENGINEERS PLANNERS SURVEYORS vuvm:
R E N TO N ROAD AND STORM DRAINAGE PLAN P�
LDRS 5~ 10604 NE 36th PL, #101 KIRKLAND, WA 98033 YIP 011E WG1wc" �N� oaw*�ro:
rON A �� 0 425 822 3063 F425.B222423 °XE e* rtfi u uuE , P I4flfling�Building�PUbliC WO1ks Dept. C10
IF Ipi Q E ARCH
w Arsbmg.wm NO. REVISION RY DATF APPR Iry - scuE"a."w
rti1 u 1 10 17
A- NNNNAA
RECOMMENDED FOR APPOVAL
N O F2-Y- H
BY:
DaO
B
_
Date: �6 �
GRAPHIC SCALE
0 15 30 60
BY:
Date:
BY:
Date:
a+ e WA 1 INCH = 30 FT.
To
a m D.R. STRONG 1 CITY COMMENTS DATED JANUARY 106 2013 YLP Lµ.211.13 MAJ $1R1fYf2 eEHnru: V ,ee° Tv O C °'
2 MYLARS YLP 03.14.13 I __ AS NOTED H0R10Hi" Non 1B ° " "" �, SADDLEBROOK 11 -14-12
CONSULTING ENGINEERS MN
ENGINEERS PLANNERS SURVEYORS vuvm:
R E N TO N ROAD AND STORM DRAINAGE PLAN P�
LDRS 5~ 10604 NE 36th PL, #101 KIRKLAND, WA 98033 YIP 011E WG1wc" �N� oaw*�ro:
rON A �� 0 425 822 3063 F425.B222423 °XE e* rtfi u uuE , P I4flfling�Building�PUbliC WO1ks Dept. C10
IF Ipi Q E ARCH
w Arsbmg.wm NO. REVISION RY DATF APPR Iry - scuE"a."w
rti1 u 1 10 17
A- NNNNAA