HomeMy WebLinkAboutR-417933TRACT C �� ' � � 15
STRUCTURE SETBACK - -
�� (OPEN SPACE)190
I
FROM SENS/T/VE AREA. SEE _20 p
WETLAND M/T/GAT/ON PLAN. _ - - - ` _
PROPERTY
I_ EX GROUND STEEP SLOPE _ - _ \ _ \ T - LINE (TYP)
CONTOUR (TYP) - - -
i � 15' 4" WALL --- �\
-19 - - - -- - \ 1 '� DRAIN (TYP) PRIVATE - - - - -
--- - -
- - - - - - \ _ - --
----- - - - - -
` ' / - ------ - - - --- - --- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ �0...
_ - T
- 1
114'PERF. PVC - PROPOSED F/MSH \ -
WALL DRAIN. I I
/ - - - T/E TO BLOG. ' � GRADE CONTOUR
ROOF AND FTG. (TYP)
DR/AN SYSTEM
Q _ 1CO\ 40 37 >so- lA 0 258
0 18B CB 19B 160 35 `t I I STA. 23f32.50, 11.35 L T
TYPE 2-48"
- TYPE 19f 41, 12.25 L T STA. 20f80, 12.25 L T I I ��60 I RIM 150.83
TYPE 2 48 ,
. _ •' i RIM BBB-150.93 - _ _ l 5. 30 (E)
RIM 155.72 CATCH BASIN TYPE 1 6 ��E IN 14
6 /E IN 146.52 (E)
_ I 12 /E OUT 444.89• (W)1 .87
" ' p ' I PER C.0.R. STD PLAN 200.00 \ I I/
12" lE OUT 446-BP (W) ... a-• . 0 0 6" lE IN �5�z''�r (SE)151.52 . • .. a
i- . SEE SHEET C4.36 TYP ; �: �-
I T 12 /E OUTS W �, (TYP) ° _ --a I pp
- - - - - >✓ a :. - - F - a i - �46°LL. °� \ 150.82 O a �- d I I • ° - CATCH BASIN TYPE 2
,_ - . a v •�. \ p :v v � �O- ° -- - - - /" a v •�1 p; ' �,- .'� oT tT'•
PER C. 0, R. STD PLAN 201.00
/ / _/ c --4 --- ; ' \ ap V i ''°-- ---- ❑0 O/� p �O �. _ a---.�t i" p-'-aO ' ,a • . y -v . / °• •
p, Iso SEE SHEET C.435 TYP
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Q v•
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v = a . • _ o .F 12" PVC
® 21� 00 _ _
�F 12 PVC z
+�3f00 INI1�
W f 138.6LF 0.0321 � A n Al
3 12' 314 ❑ - - �F 12" PVC ®9 /T Vi'i L! f-II
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a•,.t, +y a,. °• a v a a a .. _ 2.3LF
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• � ' STA. 18f92, >2.25 RT CB 1 U Ir---=�I 150 ° - CO 2�
.. a•., p. °• a. _ / - „ STA. >9f41, >3.15RT p - -I- - - --- --- - LOCATEAT d/8, 1So�
TYPE 2-48 , --i CO 19 PROPOSED 30.75 RAD I M
° • p TYPE 2-48 ,
• - CO 15 RIM 146:76-144--I RIM STA. 20f80, 13.15 R UNITY ESM STREET L/GHT N
8- 150.93 T 10 UTl T TYPE 2-48,
STA. 18f55, 10.92 RT 12 /E /N �.9• (S) 12" lE /N� (S) .06 TYPE 2-48, I (TYP) SEE LIGHTING PLAN RIM 150.91 w / ' a
(TYP) � z / l
RIM 456 � 155.71 12" lE /N ' (-144.51 / Z J
° 12" IE OUT 9- (N)14 _46 12" lE IN (E) 12" lE /N �38-58- (E) 150.61 o o \ / /
'- TYPE 2-48, -
/ j RIM 9 ATT4 TT 142.87 - - -� 12" lE OUT (N)1 12" lE OUT §B- (N)150.51 CB 26' 12 /E /N 14¢ (N)144.51 / /CD
12 „lE /N �38-99-(NE)137.87 I I 1¢0 15o STA. 23f01, 12.25 RT 12" /F OUT 44�59- (W)144.51 0
- i 12 /E /N A: >9-99-(5)137.87 i TYPE 1, /
< - " 12"IF OUT A9609-(NW) 137.77 18 22 6" STORM SERVICE LINE, RIM W. 94 150.73
19 SLOPE MIN (TYP) 7 -12 /E OUT �4,?BB- (S) I
21 SEE SHEET C4.10-C4.12 �� _ _ 28 2 \
FOR STORM SERVICE 1 'ti �I
TRACT F _ 6 CLEANOUT PER CITY �
(OPEN SPACE) a.°•' a • ' .p ; I a LINE DESIGNS (TYP) _ OF RENTON STD DTL 226,
a i SEE SHEET C4. 37 (TYP) \ . -v 0 24
I STA. 2f29, 12.25 L T
- --- -- - - _ I /f00 - - - -- - - 62f00 I �� I I i \ TYPE 1,
�- - - - - - - - - _ - 63f00 I� R/M 145.63
L_LE 3 "° 208&F 0.0051 -�- -� - - - - - - - - -
z''Br9tF 1 " DI ®B-BBSB 39.1LF 0.0749 - - _- - - - - _- - - _ - _- - - 6 00 0 12� lE /N 43E (E)141.43
65f_ 00 v I 12 /E OUT 44 3Lr (W)141.43
- F 12"PVC ®•8.-976.4• � 144.5LF - - -- - - - - - - --
0.0452 - - - -- - _
--4kF 12" PVC 0 9 0 ,z2 0 136.8LF 0.0232 co
TRACT G 12 PVC 0B-19z'�#8-
---(NGPA)-- - - - - --- L---
ASBUIL T NOTE
THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES
THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD
CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE
INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND
TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE
OBSERVED FIELD CONDITIONS.
O
_ `(EYMAP Z
LINCOLN AIiE NE
STA. 61f67, 6.35 RT
TYPE 2-48,'
RIM )�* 0 � 125.49
12" If /N 1&69-(5) 116.83
6" 1E /N 117710-(NE)116.93
12" IE OUT H6 68- (N)116.58
4" 1E 116.83 (W)
STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRA TES
PER C. O.R STD DE 204.2 UNLESS OTHERWISE
NOTED. SEE DETAIL SHEET C437
2. STORM FRAMES WITHIN SAG CURVES AT LOW
POINTS SHALL BE 91-DIREC770NAL VANED
GRATES PER C 0.R. STD DTL 204.3. SEE DETAIL
SHEET C4.37,
3. P/PE MA TER/AL SHALL CONFORM TO THE 2017
RSWOM CHAPTER 4, SECTION 4.2.1. AND TABLE
4.1.1.A2,
PIPE MA TER/AL
ALL PIPES EXCEPT THOSE SPECIFIED AS DI
SHALL BE POL YPROPYLENE STORM SEWER PIPE
PER WSDOT SECTION 9-05.24
bL 6Z , 7-25 RT \ (It6z50, 7.25 RT-
T, TYPE 1,TYPE 1,
LINE (TYP) RIMS 130.56 � � � RIM �2 138.21
12" lE /N h?-i 9B- (5)127.54 � N 12" /f /N 440� G (S)134.23
6 - IE IN h?-,7-. 69(E)127.88 �(D� 6"lE/N 69- (E)134.59
12" If OUT hz .96 (N)12725 12" I OUT 0:34�B-(N)134.07
SEE SHEET C4.04
LEGEND ,
SCALE: 1 = 20
PROPERTY LINE EX. STORM MAIN EX TREES TO BE SA PED
0 10 20 40
100 PROPOSED CONTOUR STORM MAIN
100 EX/STING CONTOUR \�]\ STORM CB TYPE l o 0
Lu CONCRETE DRIVEWAY STORM CB TYPE If
4" CONCRETE SIDEWALK Oc=OCDOOLJ ROCKERY RETAINING WALL
G CURB & GUTTER REDI-ROCK RETAINING WALL
p0
/N
CB 23
STA. 65f88, 7.22 RT \ �¢0 14 � 0- Q0
TYPE 1,
RIM 14�68-141.51
12" 1E /N 4 ;z 69- (E)137. 1 Q w
12"IEOUT SB-(N)1 4� �0- z Li�
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH suRvEYED: SCALE:
LENN R. SPRAGUE P.L. S. HORIZONTAL- NAVD 1981 CITY OF
HORIZONTAL• NAD 1983/1991
DESIGNEDHOLL/ HEA l/R/N R
DRAWN: RENTON
MARY MOORS ONE INCH DATUM
CHECKEDHOLL/ HEAI/R/N IFAT NOT L SCNCH Planning/Building/Public Works Dept.
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
ROLL/ H. HEA VR/N P. E.
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
ZPLANNING
DESIGN SURVEYING
ISTER �
1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417933
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
ROAD & STORM DRAINAGE PLAN
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DATE: 1
2113/24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C4.03
SHEET: OF:
33 107
CONSTRUCT/ON RECORD DRA WINGS