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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
2917; 2024. GOODFELLOW
BROTHERS INDICATES THAT
THE DATA PROVIDED TO CORE
DESIGN ACCURA TEL 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
IS /N ACCORDANCE WITH THE
OBSERVED FIELD CONDITIONS.
SEE SHEET C4.02
00
7 35.3LF \ I M
36tF 12" PVC 6" CLEANOUT PER CITY
120
® 40.1706 OF RENTON STD DTL I 226,
O 110 - Q
SHEET C4. J7 TYP
a
a00 ��
°
_ STA. 13f21, 1315 RT 110
STA. 13- e 15,
f1, 1 22.25 L T � ,o • • •
TYPE 1, ��' TYPE 2-48;
RIM A4;* 101.64 'moo �o�� _ RIM 46-L;2zq4 101.84 CATCH BASIN TYPE 1
' (SE)9 ' a a ° PER C. O.R. STD PLAN 200.00 V
12" 1E OUT 96 7 (SW) 96.84 = JV - - 12" lE /N 97 b a 15 STRUCTURE SETBACK
4" IF 9784 O 12" If IN 0- (NE)"06 2/ ATE 4 _ _ ° �.. a ° : SEE SHEET C4.36 (TYP) q . ' °
• a ° 'a .• a ° • i a .. d I FROM SENS/T/l/E AREA.
�° "X 18" lE OUT �JEBB- (W)r-
5STA. 30f50, 6.50 RT
°••\ -
a •a 4" WAL
�� /TYPE 2-48 , ... a : • TLAND M/ GA ON
L ORA/N II(� PLAN.
TA 12f79, 12.25 RT RIM 666t 88.61 d a' (TYP) RIVATE I IJJUU
TYPE 1L, - 12" lE /N �3 (SE) 82.59 :: a � � �'0 g A / / c_ r✓ .� ° • �
32f00 J
STREET LIGHT �y' RIM B639.96.37 8" lE /N -8�� (E) \82.59 . - -I - -- - - _ _ _ _ 33f00 -- - - - - - - - - - -
SEE LIGHTING PLAN I I 18 /E /N 59• (E) _ 12" IF OUT apm (W) 2, j ,- v _ 117.1LF EF 12" PVC RIVAT --
000 (TT) i 18" 1E OUT 9 : J9- (W)9 \ �I _ ®0-85W; 0. 47 '
v
'moo _ J�28LF 12 T - 1Eb ° 100
�I I TR. `( 00597 PRIVA
� (OP. P) 1R�3 • ' CB CB PRIVATE
0 pp 6 ��PRIVATE 31
STA. 12f45, 13.15 RT YARD DRAIN 12P 1
I N
P STA. 32+13, 6.50 RT STA. 33+30, 6.50 RT I PROPERTY Q
TYPE 2-48, oa FOR TRACT ✓ �29 CB 29 PRIVATE ,
ALL STORMWATER FEATURES RIM 3'z?--05 92.00 `v DRAINAGE � 0.0 STA. 31f59, 6.50 RT TYPE 1, TYPE 1, j 15 STRUCTURE SETBACK LINE (TYP) Q
17 RlM 33 9790 --RIM 484-48'104.46 I FROM SENS/T/l/E AREA. Q
(DETENTION FACIE TIES, WATER 18" If /N $5�� (E)85.60 ° � �� » PSG @ CB 28 'RIV TYPE 1, 12" lE OUT gee-ee- N
QUALITY FACILITIE , 12" IE /N (N) 85. 4•� C - 53• 12 ` - 12 /E /N94 60 (S) 93.7 O100.11 SEE WETLAND MITIGATION
° STA. 31f04, 6.50 RT RIM
CONVEYANCE SYS EM, ETC) " 2 � � / / " �594.88 12" lE OUT �68 N 93 4 /E 100.4 1 �� � - � PLAN. Q
18 IE OUT -� (SW) 8 . II p TYPE 1, 12 /E /N �0• (5) O SEE SHEET CA 10-C4.12 �
SHALL BE PUBLIC NNESS NOTED `0.05021 RlM 3 6c'} 91.98 12 /E OUT �938- N s FOR STORM SERWCE
OTHERWISE. I \ c1, O _ Z I t PROPOSED FINISH
Q TR. J 12 /E /N 67 (S) 87 90.48 3 4 - - LINE- DESIGNS (TYP)PRIVATE I EX GROUND - -- GRADE CONTOUR Q
CB 6B a . CB 5�(oP sP) \ 12" IF OUT � (NW) 2 _ - -_ \ 6 / CONTOUR (TYP) (TYP) CB 7 46 14 00 L T J STA. 12+45, 12.25 L T \ .o _ I V
TYPE 1, \ °" 90 c STA. 11+67, 11.J5 RT CB 4 \ 6'%8" CLEANOUT PER CITY TYPE 2-48,' SOLID ROUND LID
R/M�9E 92.01 \ . �•j � TYPE 1L, STA. 1>f45, 11.35 RT
RIM 90 779 90.22
„ ,�. OF RENTON STD DTL 226,
12 /E OUT -86 6B- (5) \ a� ! ' RIM - � 81.89 TYPE 2-48 ; VANED GRATE \ \ SEE SHEET C4. 37 (TYP) 8" 1E IN 7 . 3 (SE) 79.49
87.19 \ , 18" 1E IN �i?50- (ME)77.19 RIM �9 li' 78.99 6" lE /N -88 3,r (E) 79.84 0
PROPERTY V % 0� :. 12" IE /N CID L
7 (E)77.79 ° 43.4 LF 8 PVC ®00793'RIVATE
Q L/NE (TYP) / y0 �� 18�� lE /Nz (NE) 72.39 a / ASBU/L T 8 /E OUT'fzr (N)79.47
18 /E OUT TSB- (SW) a 12 /E IN7 (NW 73.39 a °° / p
» ) ° ° / OUTFALL 45A PRIVATE 8 /E OUT fzr (W)79.61 J ; r `
Li
V
24 /E OUT (S) 71.99 qo A UL T A CCES RD / 8" /E 74.12 ASBU/LT i •' � . _
71 OU _ - - h TYPE II W/BIRDCAGE ' ' • c
_ \ SEE OUTFACE PROF/LE, '
\\ / SHEET C4.26 0 RIM EL=73.46 TRACT G BEEHIVE GRATE ADDED TO
,o O 24 DI(W)IE=70.01 ASBU/LT (NGPA) ill c�
a � � YARD ORA/N � 6 END OF OUTFACE 50A
FOR TRACT K ® l ®�`� WETLAND 'B"• ASBUILT Q
TRACTA o . °: DRAINAGE » Pvc Q ,••OUTFACE 45A
(sroRM/OPEN sPACE) •��,c2 » 6 ;; z TE ,� ARMORED SLOPE AND Q
PROPOSEDG t�� - CB 3B , • DITCH INSTALLED l 1 , Q
10' UTILITY ESMT CB 114B 1225 LT - - - �o , Q� �y6� j 0.0509 \ z , ' sETA. �1+26, 6.50 RT _ _ .OUTFACE 50A ASBUILT �V
(T ) TYPE 1, ' - - �� a �, 9 4LFii CB ✓ - Ess> R/M 682.68 ^ 12 lE /N ��F (W)_ .. _ � �
EX TREE • STA. 70+54, 6.50 RT 7327
TO BE SA l/ED RIM �9-FB- 78.97 p °a �F 24 PVC 12 /E OUT (N)
0 12 /E OUT B- (SE) �o ®B B�F1 24" lE 70-00- TYPE 2-48'; VANED GRATE TRACT H 78 �
° STORM OPEN SPACE
\ 74.22 � � a � ° 71.3s' -RIM �2-75.89 ( / � --
(TYP) , ;;,' „ /
-1 /\ a. 0.0096 \ = 6" If /N 7.60- (NE)72.94 SOUTH STORM VAUL T s
W 12" lE /N �F0-(5) 72.19 - - SEE PLAN & DTLS, SHEETS G'B L�5 PRIV E ° °
tj ,p a I I
24 lE /N 0- N ' .64 CA a ROCK LINED OUTFACE PAD
EX SHED () STA. 72f35, 34.00 RT
(APPROX ¢ �10 NORTH STORM VAULT 10 18" PVC ° \ 24" lE OUTFB• SW 71.44 TYPE 1, a ° _ 1' THICK x 7' W/DE x 8' LONG_
SOLID LOCK/NG LID
( ) SLOE ARMORING ROCK LINING SHALL MEET THE
SEE VAULT PLAN & OTLS, ®9.fh900• Xo , ;�� -dG�RIM $?�.r 80.86
OCA TlOIV) SHEETS C4. 31-C4. 32 0. 0802� ° . \ , ,18" If 64 OP 64. 02 =� � 8" lE /N �i?66 (E) 77 � INSTALLED ❑ SPEC/F/CA TIONS OF THE 2017 s
18 /E ,, ; » o ss - RSWDM SECT/ON 4.2.2 AND
E---------------!-------- 56.00 , °. \ CB 43B = �� / / 8 /E OUT 7 (S>7756 ss "- - - - - - - - __j _
/ e '• .
-------------
TABLE 4.2.2A.
�------------- - � STA. 10f69, 12.25 RT � /
o ° / 263�F » / �97Q c
SEE SD-1 PROF/LE, � TYPE 1, / _ � • �/ _ o�
26'f SHEET C4.26 0 R/M - z�4tF 12 DI
£9.-3;z69.39 � '� '.: v � �6 ®B BBEr0.0236
0/ 10 '' ' 12" 1E OUT fr�9 W
EX GARAGE co O 66. \/ -
----
--------
24 i 9 �p0 /
(APPROX - o .. a .9tF 12 CPEP j ago.,• !' ® o
CB 2B \ , / \
STA. 98+21, 15.24 L T 18" TYPE 1, INLET, IE 9850 58.47 � 19`� » ,6L pEp : � __
1 ,
•�
12" 1E OUT z5t16 (NW)57.03 O 0 O.O i4 - CB 4/ \ \ \
6 /E 57.28 a � � _ - - oN" 25
- a - - + 15 LT
°
C UC7ON - P_ -
.v • V , • �•.R .
,•ti.•• •. ;�;.'' � .. ' . ° ONSTR r� " TYPE 1, \
14 LF ® 0.0275 � CENTERLINE _ _ TY
Q �, � RIM �B6 74
• 30LF 18" DI '� ° •� • ° •• - " a �-ss / /I j-OUT� PROPER
• • 49.1LF ®g-g¢g6 ' • �• •' '• o'• 12 /E 5E.-BB a �� I 12 /�9 (E)
° 0.0503 55.96
10"/E 57.2 ------ ys--
- 14.9LF
CB 2A, TYPE a-48" 0 -9 LINCOLNA VE NE
STA. 98+06.89, 19.30 L T - 0.0555-
RIM 58.25 00 - --I - -
10" /E /N 56.80 (N) I so \ 93f 00
W12" /E OUT 56.70 (W) I �,
m 11.1 LF 12" D/ CB 2
000225 STA. 98+07, 7.17 L T
L44TYPE 2-48" VANED GRATE _
RIM 5995 59.70 -�"o Ho -
lu
18" If /N 5&-62` - (SE) 56.00-"o"o \
12" lE /N 5�2 (SE)
24" lE OUT 96 A? (N)56.00 �00\
12" It
-
73.89 o
LINE (TYP)
_
\�
Q
P
J
o��-�z
L m
�M
STANDARD NOTES
o
a CD
J F
F--
w
o
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cn �
w Q J
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�
m
. s
/ o m w U Of N88'14 06 W 12.76
' .oH CB 44 / 1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.0..R W o Z Q r � Z
0 0o Q
o i Q �'
o - STA. 100f52, 11.57 L T STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL z °° " w
0 94+0 TYPE 1, SHEET C4.37. CD °° J >
_ „ Q
=W Z
n j
- - RIM 2 69. 60 ; 2. STORM FRAMES W/TH/N SAG CURW S A T LOW POINTS SHALL J c w
CB 43 12" lE OUT fiEr59 (NE) BE 81-DIRECTIONAL VANED GRATES PER C.O.R. STD DTL m
_ -� a 66.80 204.3. SEE DETAIL SHEET C4.37.
---- STA. 10f45.12, 6.25 RT
o, -- CB 42 TYPE 1, 3. P/PE MA TER/AL SHALL CONFORM TO THE 2017 RSWDM
pK INS
LOCA TE AT 314 A , 30. 75' RAD RIM -Fri! 6764 CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2. �,0, • .. y
�, 'o wAsyfF CIVIL ENGINEERING
oHP TYPE 2-48" 12" lE IN �F-(E) 6.3.14 LANDSCAPE ARCHITECTURE
\ RIM -&; Fz A9 67.04 ' � '
\ 12" lE /N 6�00-(S)61.09 12�� IE /N � (SW)63.14 =�� Z;Z PLANNING
cc
12" IF OUT -6F I--(N)60.94 12 /E OUT � (N)62.89 M
DESIGN SURVEYING
s - LEGEND n to 99
ISTE
o •••lpNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
ass ass
ss *-4100 PROPOSED CONTOUR STORM MAIN 'IN SCALE: 1 �) 2 0 = 2„3,24 R-417931
PROPERTY LINE
Q EX/STING CONTOUR ❑❑ STORM CB TYPE / 0 10 20 40
a CONCRETEDR/VEWAY I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�24" DI 4" CONCRETE SIDEWALK
9•-BB•r�� 0� _ 97+00 M0M CURB & GUTTER STORM CB TYPE 11
--F- - �V EX TREES TO BE SA VED
J iH. y✓raIf, i. i i L i � 91+00 OTYP�O�O�O
RIM E58.05 SOLID ROUND LID o o ROCKERY RETAINING WALL
24" lE /N r64fii3r (5) 5385 0 L4 DI -ROCK RETAINING WALL
-24" If /N z54z`rr (SE)53.
24" If OUT 5* (NW)53.85 J,
1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH sENAIO: SCALE: �Rn NAw 1981 CANOPY
KEY MAP � / LENN R. SPRAGUE P.L.S. HORIZONTAL- NAD 1983/1991 mw CITY OF / DESICNEDHOLL/ HEAVR/N 4196LINCOLNAVE NE, RENTON, WA 98056
/ DRAWN:
RENTON
N AVE Nf- % MARY MOORE DATUM
ONE INCH
\-- CHECKED` IAT FULL SCALE Planning/Building/Public Works Dept.
ROLL/ HEA VR/N IF NOT 0 ACCORDINGLY
NO. REVISION BY DATE APPR HOLE H HEAVR/N P.E. ROAD & STORM DRAINAGE PLAN
DATE:
211JI24 Q
FIELDBOOK:
PAGE:
DRAWING NO:
C4. OZ
SHEET: OF,
31 107
CONSTRUCT/ON RECORD DRA WINGS