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STORMWATER SUMMARY TABLE
THRESHOLD
DISCHARGE AREA
TECHNIQUE
DRAINAGE AREA
REQUIRED
STORAGE VOLUME
PROVIDED
STORAGE VOLUME
REQUIRED WATER
QUALITY VOLUME
PROVIDED WATER
QUALITY VOLUME
NORTH
DETENTION
1.16 ACRE
10,498 CU-FT
10,560 CU-FT
3,842 CU-FT
6,720 CU-FT
SOUTH
DETENTION
1.98 ACRE
16,596 CU-FT
17,163 CU-FT
6,486 CU-FT
11,316 CU-FT
0 5 10 20 30
NOTE:
RESTORATION WITHIN KING COUNTY T / SCALE 1 = 30'
ROW SHALL COMPLY WITH KING i
COUNTY RESTORATION STANDARDS. I
. 461.35
CONTINUATION- E 46 30 / I
^E SHEET 20 / 460.45
N
INV=457.53 (12"ADS-N) I EX UTILITIES TO BE T.L. 132305-9145 460.90 __
I INV=457.48 (12"ADS-S) I PROTECTED AND ADDRESS: 13120 164TH 473.88 c773.6J
/ I h� ' 7 8q
MAINTAINED DURING AVE SE o
3'x3' HEDGE I \ I CONSTRUCTION R-4 / I 7.339� OJ20
ADDRESS: SET.L. 324320-0140 132ND ST 460.80 I461.25
ADDRESS: 16326 SE R-4 ® - ----- 474.05 / 460.35
132ND ST EX. CB o ---- ---- --------- ----_
RIM=463.74 co I � THIS PORTION OF THE STORM SYSTEM IS WITHIN -KING---- ----
T.L. 324320-0150 I INV=460.24 (12"ADS-SW) LU U COUNTY R-O-W. A R-O-W USE PERMIT HAS BEEN ---- - ----- ---_ /
ADDRESS: 16320 SE CB 45, TYPE 1I ( ) =r SUBMITTED TO THE COUNTY AND IS REQUIRED TO BE I - / ■
I INV=460.14 12"ADS-N ¢ - 132ND ST W/ VANED GRATE ` N z �� �/ ISSUED BEFORE WORK CAN BEGIN.
PER COR STD 204.211 EX. CB 8
20-0160 I R-4 STA:9+63.34, 12.22' RTI RIM=464.95 co. � i MAINTAIN EXISTING ACCESS DURING CONSTRUCTION. RESTORE � � ----- ---- / �. �� -E/
16310 SE 12" CONC 465.44RIM=466:66 /=462.00 (12"ADS-W) /3 ACCESS AS NEEDED AT COMPLETION OF CONSTRUCTION / �60� / rs
ST IE-468.36 12" CONC 462.001E=463.08, 12� (E)iNV= 61.95 (12"ADS-NE)
R-4 I IE=467.58 462.041E--462-08, 12 (W) 4' C LONE FENCE - SE 132ND ST RAMP DETAIL 164TH AVE SE RAMP DETAILS
' CONC 12" CONC 3. � CB #2, KC TYPE 2, 48" MH T.L. 132305 9027
471.64 R-4 IE=466.90 I 1 I W/ SOLID LOCKING LID ADDRESS: 13200 164TH SCALE 1 "=10' SCALE 1 "=10'
12" CONC,, 12" �DS� STA:20+01.05, 12.86 LT AVE SE
I. IE=465.68 IE=463.71 _ RIM=46&68465.5 CB #7, TYPE 1
_ 5° 3 46��� IE=45535, 12" (SE)455.56 W/ VANED GRATE R-4 52 LF 12" PVC
R
. �.� �° - _- - IE=455�5, 12" (N)455.57 PER COR STD 204.2 SD ®$4frA,`0.50� 60' R W
STA:10+45.36, 12.21' RT SDMH #1, TYPE 2-48" MH
w -`� \.F\ /per n \ - - - RIM-46#.-69464.33 W/ SOLID LOCKING LID
.W'-1Wo�_- ww .SE. 32NDST. _ _ _ ......R. - -j IE=4se:4e, 8" (SW) 0,38 STA:20+45.93, 39.3T LT
-�-_-T w W. _W._ �.
W*
��sW 12 \
.T. _ - w _ W. �0 0---- ---- -- RIM=4fiP3 464.64 I 30'
-- - -- 12" (E)
E ... j IE=435.79, )45.8313'
- --- - v -
�..... �. .- _._ ...... ........ -- -_- - i ODI IE=455.86, 12" (NW)455.82 5' 11' 5'
...... hNIRE FENCE - -. .-. _ . - _ -- ` IE=458. 0, 4" (NE) SIDEWALK PLANTER I PLANTER SIDEWALK
1
..... < .............. -466 - - =�: - -- OD EENC
�.�....
....... FENCE ..................... 0 5 0 5
1 o c;- -r--mac ---!?---- 0.5' 0.5'
748 LF 12 PVC SD ®> . I .j 0 1.5q 1.5%
SE 132 ND S T 1. 78% 24 LF 12" PVC I . w . _ / /� 46 290
2�
c ° .... n
1 a ° a aa- ° °a SD ®-4r493� .... . i . I . i 51 L PV 464 K � J
°
_- 0.47
= 68.30 W/ VANED GRAiE TW=470.13 ... - /
CBI #6, TYPE 1 PER COR 204.2 BW=468.53 146s90 ° I. ?� _ _ -
SE 132ND - IE= STA 20+18.27, BW=46s.s l0ifi LF-12TPV� - - -
W/ VANED GRATE r 15.20' RT TW=470.40 TW=469.61
ASPHALT RAM 465.0 IM=46533465.16 ew=4sa.05 B 4gs.s4 8
PER COR STD 204.2 I _ N
(SEE DETAI STA: 8+15.35, 12.22' RT IE 12" (S) 461.16 36® +. ° IE _
THIS S`ET RIM=46$ 468.76 IE= 12" (W) 4 �3.17� ■ IE=45485 T ACT D DECK 0
IE=464-. 12" (E) 464.10 CB #4, TYPE 1 TW=469.56 a 454.74 STOR - -- --- -- - - - - m
" BI- RECTIONAL VANED GRATE BW=467.15 13
�- -
474
1 I y \ PER COR STD 204.3 l a \
w STA:20+53.91, 12.22' RT / -
o RIM=464$4 465.02TW=4ss�s �.... \ I \
1 PAD EL.=469.0 I " BW=4,67.65 10 PRIVATE
IE=459.6 12" (E) 459.99 .. 6, STORM EASEMENT
1 I I E=459 84, 12 (N) 460.02 - - �. 6 39 \ " IE=461.65
rw=4as.74 ° SD ®3& LF�1 3.03� I 20 z96 z10.5' DETEN ON/ I
1 1 W= 68.85 I. \ PAD EL.-466.0 WATER QUALITY VAU T ADDRf
\ LOT 1 I C�ECK EX.\ CB TYPE 2 �18 MH = FOR DETAIL & SECTI;ONS
1 ` 10,657 SF GARAGE T 4 VF 6 \ W/ BI1DIRECTIONA� VANED GRATEI SEE SHEET 11 I I 166T NOTE:
E1 BW=467.7t I. I PER CdR STD 204. I I UNDERGROUND VAULTS TO BE
1 \ 47 24 LF 12" PVC a ° 5 STA:204�53.91, 11.3 LT -- APPROVED UNDER SEPARATE
I L... RIM= . 464.99 / I/
1 so ■ °. ...l..... .. IE=4 12" (k 59.82 LOTS
BUILDING PERMIT.
T.L. 145750-0021 "
. 9. 70 9, 450 SF
/ I ADDRESS: 16327 SE \ :. 1 / I , IE=45966, 12 (hV�1
1 132ND ST \E=45gJ9, 8" (N�)4¢0.14
SITE KEY NOTES
I�� - - - - Al
I........
ICN
� M
/ I , .LLI .. I ,� / � � � � �6G / / 1 BEGIN CURB, GUTTER, SIDEWALK
STA:41+78.88, 21.38' RT
I I LOT Z R 4 / I \ / / / PER S.E. 132nd STREET ROAD SECTION THIS SHEET
10, 630 SF I LOT Jr I� a 2 SAWCUT 1' FROM EDGE
T.L. 145750-0023 y
91629 SF Z C / I LOr% / OF EXISTING PAVEMENT (TYP.)
; < cfl. ... / 9,450 SF - 3 PERPENDICULAR CURB RAMP TYPE B
PAD EL.=469.0 I IE-461.6$ T.I.CI.... I \\ -46. STA:9+66.35, 13.08' RT
PAD EL.=466.0 462.69 / PAD EL.=466.0 / PER WSDOT STD F-40.15-03
IE=46 I 1 /
CB #12, TYPE 1 (PRIVATE) .16 . . `i I / 6" PVC S I I l \\ \ '/ i - (SHEET 13)
/ IE=466.5 W/VANED GRATE
SERVICE LINE ■ l = <4> PERPENDICULAR CURB RAMP TYPE B
466.30 P,ER COR STD 204.2 2� MIN. (Tl!P) I STA:10+38.64, 13.08' RT
/ I STA:0 464.6.32, 746 LT I I / PER WSDOT STD F-40.15-03
/ 464.64RIM=4E#66 g (SHEET 13)
460.731E=46016 12" (E) / !I
/ 460.�81E=466.75, 8" (W) °I 10' PRIVATE I - -
460. 91E=46i.fZ 6" (N) ° CB #11, TYPE 1 O5 5' WIDE SIDEWALK
� III STORM EASEMENT
W/VANED GRATE PER COR STD PLAN 102 (SHEET 13)
� .. I SDCO TYP i -
4I ( ) JI / PER COR STD 204.2 w
- - - -_ �_-� = / STA:22+41.51, 12. T I z _ 6 15' WIDE DRIVEWAY ENTRANCE
CB 113, TYPE 1 (PRIVATE) '- _ _ _ _ I 2R t
�% T _ _ I �- ... ... .
W/VANED GRATE "- - 1�=46i 5-461.44 RIM- 464.14 Ek PER COR STD PLAN 104.3 (SHEET 13)
PER COR STD 204.2 ` / IE=46B 49.1"1(1��.-4�053 I
Y OF MAX WIDTH IS 16' WITHIN R.O.W. FOR ALL LOTS
V °
STA:31+67.78, 7.22' LT 137 LF 8 PVC D ® PRIV 44� CB #9, TYPE 1 IE=46046, 12" (W)460.44 z
RIM=46981 8.71 3.80 A 4� LF 12" CPEO.66 I W/VANED GRATE LOT 6 IE=460.90, 6" (NE) z I T.L. O TYPE III BARRICADE
E
J IE=465r96, 8" (E 465.99 SD ®6 519� / a I. PER COR STD 204.2 4, 450 SF , , I Q ADC
IE=466.07, 6" O / T STA: 23+17.06, 12. 40 x92 x9.0 DETENTION/ = 16
/ IE=466.07, 6" (S) LOT 3 - 311 (PRIVATE) �� 2 WATER QUALITY VA�1LT 4g
/ " / . _ RIM=46�3B-4f30.44 FOR DETAIL & SECTIONS p O STOP SIGN &STREET SIGN
� I
IE- LF 12 D.I. SD i`� I "
/ 46`66 10 ' ®}�},� / / 1�=-457:-99, 12" (NE)457197 PAD EL.=466.0 SEE SHEET 10 I PER COR STD 134 (SHEET 15)
/ 10, 095 SF 1 52% ® �i IE=457�1-, 12 (W) 458. P2 q6G I STOP BAR STRIPING
/ PAD EL.=470.0 LOT 4 �_cqD W J110, T W E I IE--457-9f, 12" (a48. 6 - I 1�
g INSTALL NO PARKING SIGN PER
p / /V O DETAIL SHEET 15
I /p1 �� � 9,374 SF / PER COR S1D 204.2 °
PAD EL.=466.0\ STA:23+17r06; 19.63' RT I' 1 ; IE- -- -_- -- -- -- _ 10 PERPENDICULAR CURB RAMP TYPE 8
460.24RIM=46B15 - 4_455. 8 0
STA:20+30.02, 9.7' RT
" k` / PER WSDOT STD F-40.15-03
IE=#i58:39, 12 (E)8 � o L ... �......�,
IE=1458.59, 6" (W) ° I / (SHEET 13)
/ I \ z N6� 1.... a s ® 1 P9.98%TRAC1f C / - - I _ 1
- � IE= 11 PERPENDICULAR CURB RAMP TYPE B
14 ..... 4 4.74 STOR R STA: 20+30.56, 15.06' LT
L 3 LF 1" PVC i o / PER WSDOT STD F-40.15-03
--_,_=-_- - _ 8,868 SF
- ---- - - /
- �- �- -- - -- -- � I � � � � (SHEET 13)
T.L. 145750-0025 - 464 \464
1�21 134TH ST CB 19, TYPE WIRE �ENCE O --- -- - 62 TON 12 APPROXIMATE LOCATION OF
REN \ PROPOSED MAILBOX UNIT
W/ SOLID L KING LI W/ SOLID LOCOING LID WIRE FENCE / \ ( )
STA: 23+23.53,� 19.91' RT-164TH VE SE- 30 I " V r -- STA: 23+23.53, 11.38' LT-164TH AVE - SEE APPROVED MAILBOX PLAN
3i f12 PVC 1 05-9058 Y /
STA:40+25.21, 12.1 RT OFFSIR UTI IT1ES460 �8 SD ® 339 \7 �I�_4086, �2 31 LT���S�;� 166TH AVE SE 7 WOOD FEN G COUNT /� 13 TEMPORARY DEAD END SIGN
\ " 9 " r EX. GA KIN O
IE=452:-43, 12 ) 452. $4 � LF PVC1_'
IE=453� 74, 12� E 453.64 I RAGE
IE= 3 19 O 452 39 \ SD ® 1 49 \ _ �• O \ EX.
i � e IE-452:74, (W)453.64 GRAVEL 14 SE 164TH AVE ASPHALT RAMP (SEE
CONTINUATION - SEE SHEET 16 DETAIL THIS SHEET)
= IP II.rr.
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N ENGINEERING & SURVEYING
N
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250
Lil Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
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6
REVISED PER ASBUILT SURVEY
CP
10411712024
SURVEYED: SDM
co , 0
5
REVISIONS PER FIELD CONDITIONS
CP
0911512023
DESIGNED:
4
REVISIONS PER FIELD CONDITIONS
CP
0912812022
NEM
38375
3
REVISIONS PER CITY COMMENTS DATED 612312021
CP
0710112021
DRAWN:
TLK
O' ISTEg� %
s`SIONAL �
2
REVISIONS PER CITY COMMENTS DATED 410712021
CP
0410812021
CHECKED:
0510112024
NO.
REVISION
BY
DATE
AP P R
EOM
APPROVED: CJA
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CEMENT CONCRETE CURB PER
C.O.R. STD. PLAN 101
CEMENT CONCRETE
SIDEWALK PER C.O.R. STD.
PLAN 102
1-FT BACK OF SIDEWALK
SHALL BE FLAT MAX.
4:1 SLOPE AFTER
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
A
4" HMA CLASS 1/2" 64-22
6" CRUSHED SURFACING TOP COURSE
ADDITIONAL STRUCTURAL FILL MAY
BE REQUIRED DEPENDING ON SOIL
CONDITIONS
RESIDENTIAL ACCESS
164th AVENUE S.E.
N.T.S.
q
30' R/W
5' 13'
SIDEWALK PLANTER 11' VARIES TO EX. EP
0.5'
1.59 0'5SAWCUT EX.
PAVEMENT
CEMENT CONCRETE CURB PER
CEMENT CONCRETE C.O.R. STD. PLAN 101
SIDEWALK PER C.O.R. STD.
PLAN 102
1-FT BACK OF SIDEWALK
SHALL BE FLAT MAX. RESIDENTIAL ACCESS
4: 1 SLOPE AFTER S. E. 132nd STREET
N.T.S.
20' SHARED ACCESS TRACT
20' PAVED DRIVEWAY
z
� FLOW
LINE
-----____--- 2 MIN.
0 0 0 0 0 0 0 000000000000000000000000
Know what's beIow.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
4" HMA CLASS
1/2" 64-22
SHARED DRIVEWAYACCESS SECTION
N.T.S.
4" HMA CLASS 1/2" 64-22
6" CRUSHED SURFACING TOP COURSE
ADDITIONAL STRUCTURAL FILL MAY
BE REQUIRED DEPENDING ON SOIL
CONDITIONS
1.5' THICKENED EDGE
PER C.O.R. STANDARDS
-THICKENED EDGE
R- 411506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SKYHORSE SHORT PLAT
PR 17- 000438
ASBUILT
ROAD, GRADING & DRAINAGE PLAN
U
Q
J
-41
Q
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DATE:
0611712024
C/�
O
FIELDBOOK:
PAGE:
DRAWING NO:
22587
SHEET: OF: 6 20