HomeMy WebLinkAboutR-4214194GENERAL NOTES
N
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
O 2. ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES
LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK
SHALL BE FITTED WITH A NON -SLIP OR NON-SKID COVER PER
0 PROJECT SPECIFICATIONS.
W
H STORM DRAINAGE NOTES
z 0 ADJUST INLET OR CATCH BASIN TO GRADE
0
0
0 ADJUST MANHOLE TO GRADE
x 0 ADJUST STORM DRAIN MANHOLE WITH V RISER
o O REMOVE INLET OR CATCH BASIN
U SDCB (1-11) TYPE 1 8 12 </NF Sy° SDCB (1-16) TYPE 1 \ sop O5 REMOVE STORM DRAIN PIPE
GRA 19+35.25, 55.33 LT wN p RA 2 +7 . 7 LT 8 12 I SO F%ie r'
je r1 RIM EL = 27.59 8 12 SDCB (1-12) TYPE 1 FR c/S RIME 0_ 600, 38 6 /socs I < OF s41 O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
Cl?x I 24 Rid, IE - 24.53 (12 SW) INS GRA 20+58.75, 55.33 LT / F(s % SDCB 1 14 TYPE 2-48 Fo/M '°' CITY OF RENTON PWD STD PLAN 204.10
�24 0 �2j so p IE = 24.09 (12 NE) IN F�,y kk) Ri,� 9 12 ( ) FNT O
0 6 30• ce Fs IE = 24.53 (12 SE) OUT' r� RIM EL = 27.82 wJ�\21 4 �26 GRA 22+73.31 37.74 LT ens ssM
z r sUMoB pp ° /F/ -rlv 22 / S�RFO /F(S vF��2 4 �R/,��2> ( " ) IE = 24.09 (12 SW) OUT 2�c 1, 18 . p�, SDCB 1 13 TYPE 1 so s /F r N
23 F w 2 `2 F �, 4 2 631E _ 24.44 18 NW IN S �, 6 s ( ) 8 12 S p T HF F F (s J� 2 R7 0 CONNECTION TO EXISTING DRAINAGE STRUCTURE
0 2 p / (s '� s w 1 •. s 1 ., 40 RIM EL = 28.06 O e CT / w
z >. M, o �NF )-- 4' ?3 , wE 2� 1 q IE - 24.44 18 SE OUT , oce \ '�A� cMA GRA 21+55.71, 55.34 LT 1 R �NJ, 23>ti
IE = 25.20 8 NW IN S
w 3' `2 /F )� 6 7 R 3 6 Os F T 22 ( ) / Ope Tpp /F R/M� 236, r
a �s 23 3 Rp </,y / .. qo /F (NF 1 SS g' R I M EL = 28.11 F T p �s 28
J A� 2 c 60• /F�,yw��23 6Rc A F sy SU,y/A6 q0 S (sw� J,2Q R/M\ IE = 25.05 (12 SW) OUT /F�Nkj,�\ 1 R/ F sF�v��2620, 6 g INSTALL CATCH BASIN TYPE 1 PER O
F FNMA J,23 2�,p p o �2 s Top 240,1' 6 2>> \ IE = 24.40 (18 NW) IN I /F �'�Fj, 2s4,M.2 ,2 , CITY OF RENTON PWD STD PLAN 200.00 O
iz s) � " p EX SDCB 1-E4 � p w p 12 Rcp IE - 24.40 18" SE OUT (sw�� 2s 6" 83 S>' r
N 3� 3 LF s Mp,2 op ( ) , 1 6 17 sTo FR p Ty F sFo Rp - ( ) sop S sp `2S .2 6„ cpp '
a; GRA 19+35.25, 51.84 LT J RM 2 ,1 A �F �24 p \ //F�Nwe T� I 17 FFO �/ 2 6' Rcp 19 Og INSTALL CATCH BASIN TYPE 2 PER N
12" PP SDI RIM EL = 27.83 ------ a g , ti3 °' S Fps J�2 R%, �'/T Rcp
-_ _ -___ \ IE = 24.50 12" NW IN " ••-. � 17 2> 4 '" 17 S 'F(�F��2Ss 26 d- CITY OF RENTON PWD STD PLAN 201.00 V
w ( ) .. .. ........... .......... .. .1� 2 O
x-� o IE = 24.00 (18" NE) IN ....•.................. ... 0 „R s
r- R pp S 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD
IE = 24.00 (18 S) OUT ASPH 134 LF 12 PP SD pp _ _ _ 6' P
o - - �0 DIR PLAN 400.2
w W ° -P -- -P 7 P T- I V T - P20 os 6
W •
11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF
T W RENTON PWD STD PLAN 203.00
01 = LAJ
-
� � �� W W W W NC W W M
x T T T W W T
W - GRASS 2 T T GRASs = 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON r
40 LF N -a...W 4 (I) PWD STD PLAN 204.40 O
o Lij 12 DI SD
SDCB (1-17) TYPE 1 - - - - V � ►� W
115 ---------
_ -- W
8 12 118 LF 12 PP SD - _ _ - �a W W W ,W - ------ 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON O
GRA 19+60.13 38.66 LT - - _ _ _ _ _ _ 5 58 LF 12 PP SD - - - - - ---- W
RIM EL = 27.17 -- PWD STD PLAN 204.10 r
I 0p Cn
IE = 23.50 (12" NE) IN 1 6 EX SDCB (1-E6) EX SDCB (1-E7) 4 5 SDCB (+ 15) TYPE 1 8 12 4 5 5 4 5 N
00 1 6 GRA 22 14.97, 38.67 LT 24
------ -
21 p 0 P IE = 23.49 (12" SW) OUT GRA 20+60.22, 51.86 LT GRA 21+56.68, 52.45 LT 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNITce
RIM EL
87
----------- -
_ � �Np *U0 RIM EL = 27.95 � RIM EL = 28.11 - ' „ 23+00 -__---- ----- __ a
0� 21 +00 22+00 IE = 24.76 (12 NE) IN
w - - IE = 24.40 (18" NW) IN - - IE = 24.40 (18" NW) IN
� �'- 19 LF 12" PP SD - _ � - IE = 24.76 12" SW OUT . � .- i � 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT
co
ONP IE = 24.40 (18 NE) IN IE - 24.40 (18 SW) OUT
> ONP 21 ONP 0\ ONP IE = 24.30 (18" SW) OUT S G RADY WAY �30. eOR + 16 INSTALL FLOW CONTROL STRUCTURE PER
C\j
Q Oyp can ONp O/-IP / / / - R �" e`3 2yO�F N CITY OF RENTON PWD STD 237.00
1_?
� Oyp EX SDCB (1-E5) 1 6 0 ONpp (GRA-LINE) _ '�- T ��F 17 CONNECTION TO EXISTING PIPE O
C� 0 0/yp GRA 19+44.83, 27.37 LT NP _ 40 O
o N \ RIM EL = 27.39 ONP - J S 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB N
W (If- -�D- IE = 23.40 (12" NE) IN ONP NP / 1$ RT (� 0 O
_Z \ P, 23.20 2" NW IN CIS as ONP
IE = 1O
� (� ) � �NP p (IS as as as 9 LF 3" SD DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02
W O
-� - Q - IE _ 23.40 (6 N) IN 0 0 coNc z 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, N
CIE = 23.30 (12 SE) OUT P coNc - 0
P T - J PER DETAIL 1, DRAWING N0. 1DRD.03 N
O U \ _ _ - - - - g g •. G ASs , sg ' 1 " 66 • Q
Q p 0 v'� y / , �> p- �;' - 12 RB u R sA p p TO�,FRS P Fr - = 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF
ONp '�� c oU� Oyo 3� o U RENTON PWD STD 240.10 J
"v C 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF
z Sop / <� Ip PARKING >" P 6„ < / F(sFti T2 ASPH S ��t '00�, &e CLEANOUT G 0
/F T7 /jol SF ONP P �a 20g4 ( J \F(S�,�� 26 R/ \3 PARKING `Sg., R IE = 29.80
/ (J\ / \ 1 R4 F _ EXISTING STORM DRAINAGE PIPE
z F 2 Riy/\ P P P P P P P N Ohp yA 6'• >. R 0 13 `UT /v
( o CLEANOUT CLEANOUT �„cp "pSyO<FpFNT CLEANOUT 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD
z 01. S R 8 p 0 ONP = cA' 2`R pp FR _ O
0 sFo\s R� p My f sop pyp - I E = 30.30 I E = 30.30 3>•- 3 M do I E - 29.40 PLAN 200.30
Q 16, Fps J�2 Riy/ P �N)� 1 32- - yA SOC 6' 3g Nq/
rN w��2 2 6 , 26 0p 2s � R14 �/0 014 20 Nq/� qp < /4
x /`�/F(s Fig ?>/12 '6' °� s 6 266 , 0/1p6. 4" PERFORATED PVC PIPE. SEE RETAINING > >�ps //N y < s,R Co, 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN
�\T°p Fj� 22 6 R RpO FOB Rpp g �`�6" 1 j ' RRR Oe \ 22" S 400.1
0F2g' ,2,c0p 2s0 ��/0 \� 0 WALL PLAN AND ELEVATION, SHEET 1 R1.07 \ ,1 4q �2Q„
O'22s'�p Oy Oyp ��� OyO OyO 2 20
^/ 06 O OyA \��O
z T 0w/Nc yA \ \\
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o DEVELOPMENT ENGINEERING
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Michael Sippo 09/11 /2024
SCALE: 1" = 40'
SLz
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Q FR-4214194]
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Q DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
3 � o AD -READY SUBMITTAL 7 B. J GREEN G. FRANCO JUNE 2024
M N, (425) 453-5000 �� o� w Icy DRAWN:RAP 1 D R 1 D E I LINE
aco s1100 1 12TH AVE NE, SUITE 500��I •
o 0 BELLEVUE, WA 98004 h� King County
N o z H. JOHNSON LIM
i CN° 0 CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO:
� W
3 00MET o Y GIST�g� w J. ETULAIN E00566E18 DRAINAGE PLAN 1 DR.03
1 LL w SI ONAL CHECKED: CONTRACT NO:
Z o w CD
Q No. REVISION BY APRD DATE 06112124 GRA 19+00 TO GRA 24+00 SHEET N0 OF
i 0- x K. CHANG YUEN Cxxxxxxxx 216 473