HomeMy WebLinkAboutD-370101ri
9
n
z
U,
i
SW 1/4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M. SSMH 7095
FALL PR07EC770M NOTE. 111 950
PER CITY OF RENTON STANDARD.% PROVIDE GUARDRAILS ...... HE a F� RawO7,(IN�SE),
PVC 286.07 IN-E
AT TOP OF ALL WALLS ACCESSIBLE TO PEDESTRIANS I RAILS] a PVC �79,69' (CUT
?D LGArRD
E GUARDRAILS
(WERE DROP EXCEEDS 30-) AND HANDRAILS AT ALL
STAIRS WIN 3 OR MORE RISERS (SEE
ARCHITEC7UREILANDSCAPE PLANS FOR DETAIL).
.... 1 +58. fl, 45.1
(R7 TYPE ZL
FOR CATCH BASIN DETAILS� SEE SHEET CIA ... ... 12+7199 .1 . ......
• TYPE 1. PER RENTON SID PLAN 200.00
• TYPE IL* PER REN70N SID PLAN 200.10
• V-,7REN
TYPE 2 PER REN70N SID PLAN 201.00 LF CH DRAW 4 12'pvc
8.
....... rA JE,29160, T__w)
...... (AGO CH SL
ALL P110 PIPES Ul-10 FOR 7HE STORM 09,45QUAL.
DRAINAGE SVS7EM SHALL BE IWITE. SCALE: 1"= 20'
A
a 10 20 40 NFA DRAIN MANIFOLD
& 2.00X MIN.
29
yqih
PROPOSED 2 �fw) BY LEVEL EL 29300
RIW DED.,-
RIM 30010 jc
r 11 CON E 301.9 'ZIA
HIGH "N T
EXTEND CURB 7' �EL 30404 FACILITA GRADE
IF STAIRWA Y TTANSIT,
MY ARCHITECTURAL PLANS E _��OWARROW_
WT VANED
(wz TYPE 1 0 j� '447,v.
298.20 W/ VANED GRA
3+85.91, 0.00'
��
JOJ. 4 " 304.0
MIMAT cn rrcArvcn IFVL UrLK
YON SID. DWG, FOO4.2
DETAIL. SHEET CJ L5
OVE EXIST CURB AND SIDEWALK
RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4.
EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND
TIER PER REN70N SID PLAN'S F001 AND FOOS.
DETAILS, SHEET CJLS.
5
CLEARANCE AND EQUIPPED Vt'" N u
,Xw
CONCRETE
W771 'CLICK 2 ENTER' UPSTREAM
0O
l�l
ti
TO THE EA_
CRAWL PAVERS
TOP 292
.... ....
TOP it
@-T-PE33c,
JR- X 28EL57 (IN-S)
286 0
T0
L+
, "PROVIDER" DOME GRA IF IN SOFTSCAPf ,,
103 LF NEW CONC
Ln
2
FIELD VERIFY INVERT ELEWS
. ..... .........
TOE 304.
AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... ....
"6.5' MAX. HEIGHT
TOP 306.0 31
PROPOSED 2 �fw) BY LEVEL EL 29300
RIW DED.,-
RIM 30010 jc
r 11 CON E 301.9 'ZIA
HIGH "N T
EXTEND CURB 7' �EL 30404 FACILITA GRADE
IF STAIRWA Y TTANSIT,
MY ARCHITECTURAL PLANS E _��OWARROW_
WT VANED
(wz TYPE 1 0 j� '447,v.
298.20 W/ VANED GRA
3+85.91, 0.00'
��
JOJ. 4 " 304.0
MIMAT cn rrcArvcn IFVL UrLK
YON SID. DWG, FOO4.2
DETAIL. SHEET CJ L5
OVE EXIST CURB AND SIDEWALK
RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4.
EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND
TIER PER REN70N SID PLAN'S F001 AND FOOS.
DETAILS, SHEET CJLS.
5
CLEARANCE AND EQUIPPED Vt'" N u
CONCRETE
W771 'CLICK 2 ENTER' UPSTREAM
0O
l�l
ti
TO THE EA_
CRAWL PAVERS
12rXS' NYLOPL
.... ....
TOP it
@-T-PE33c,
JR- X 28EL57 (IN-S)
286 0
T0
12* 1E�'261JL57 (OUT-W)
, "PROVIDER" DOME GRA IF IN SOFTSCAPf ,,
103 LF NEW CONC
Ln
2
FIELD VERIFY INVERT ELEWS
. ..... .........
TOE 304.
AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... ....
"6.5' MAX. HEIGHT
TOP 306.0 31
E it
SEPARATE PERM17
IN hARDSCAPE7 AREAS- (TYP).
w
TOP J1052
RIM 1.5
0-
E,X SDAIH 47140 ..... .
0 288. 75
NGP A P
BOUNDARY (Dj
rr
MH 7395
`2: 6ONC. IC 2,31 1 R,1, (IN-E)
2
, ,
RIM 29765;
293.
C
No
g
m
q CONCRETE �A V"Im
... ....
... ...
a" PVC (OuTrw)
&5
(0ur,W)
CTH CHANNEL, 29f1.69
HERRINGBONE PATTERN (TYP):�
CONC. WALK W1 HANDRAIL
_S� CMP IE 285.1 (IN-N)
8
ECO`-PRIORA OR APPROVED EqVAL'
Or
SEE ARCHITECTURAL
PLANS,
8- CUP 1E 285.36 (/N-5)
SEE
;W-
HW
ANE
6 .'IJJ5R (RD -A)
lu-7z V�
92, 4441 (RD-BY)
T AND REPAIR PAVEMENTICURB TO
PERMEABLE-PAVEMENT
(TYK
292.2
-
' \
PROPOSED 2 �fw) BY LEVEL EL 29300
RIW DED.,-
RIM 30010 jc
r 11 CON E 301.9 'ZIA
HIGH "N T
EXTEND CURB 7' �EL 30404 FACILITA GRADE
IF STAIRWA Y TTANSIT,
MY ARCHITECTURAL PLANS E _��OWARROW_
WT VANED
(wz TYPE 1 0 j� '447,v.
298.20 W/ VANED GRA
3+85.91, 0.00'
��
JOJ. 4 " 304.0
MIMAT cn rrcArvcn IFVL UrLK
YON SID. DWG, FOO4.2
DETAIL. SHEET CJ L5
OVE EXIST CURB AND SIDEWALK
RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4.
EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND
TIER PER REN70N SID PLAN'S F001 AND FOOS.
DETAILS, SHEET CJLS.
5
CLEARANCE AND EQUIPPED Vt'" N u
CONCRETE
W771 'CLICK 2 ENTER' UPSTREAM
0O
l�l
ti
TO THE EA_
CRAWL PAVERS
12rXS' NYLOPL
.... ....
TOP it
@-T-PE33c,
JR- X 28EL57 (IN-S)
286 0
T0
12* 1E�'261JL57 (OUT-W)
, "PROVIDER" DOME GRA IF IN SOFTSCAPf ,,
103 LF NEW CONC
Ln
2
FIELD VERIFY INVERT ELEWS
. ..... .........
TOE 304.
AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... ....
"6.5' MAX. HEIGHT
TOP 306.0 31
E it
SEPARATE PERM17
IN hARDSCAPE7 AREAS- (TYP).
w
TOP J1052
RIM 1.5
0-
E,X SDAIH 47140 ..... .
0 288. 75
NGP A P
BOUNDARY (Dj
rr
MH 7395
`2: 6ONC. IC 2,31 1 R,1, (IN-E)
2
, ,
RIM 29765;
293.
C
No
g
q CONCRETE �A V"Im
... ....
... ...
a" PVC (OuTrw)
&5
(0ur,W)
CTH CHANNEL, 29f1.69
HERRINGBONE PATTERN (TYP):�
CONC. WALK W1 HANDRAIL
_S� CMP IE 285.1 (IN-N)
8
ECO`-PRIORA OR APPROVED EqVAL'
Or
SEE ARCHITECTURAL
PLANS,
8- CUP 1E 285.36 (/N-5)
SEE
;W-
HW
ANE
6 .'IJJ5R (RD -A)
lu-7z V�
92, 4441 (RD-BY)
T AND REPAIR PAVEMENTICURB TO
PERMEABLE-PAVEMENT
(TYK
292.2
-
' \
PAVERS
DR`�
TYPE I
W VANED GRAZE
I. GRAVEL PA
?QL0
RlM 302 87
R 7 72'
S ORM 7EII TYPE
-AQW,GM NOVA IE 5TURIN PIPE
INSTALLA 7101V
EQUAL
I:+I 6;2-8S6 R
to.
s 4i
SEE DETAIL SHEET CJ2
SDCO
SHEET
TAIL, E T CJ
PROPOSED 2 �fw) BY LEVEL EL 29300
RIW DED.,-
RIM 30010 jc
r 11 CON E 301.9 'ZIA
HIGH "N T
EXTEND CURB 7' �EL 30404 FACILITA GRADE
IF STAIRWA Y TTANSIT,
MY ARCHITECTURAL PLANS E _��OWARROW_
WT VANED
(wz TYPE 1 0 j� '447,v.
298.20 W/ VANED GRA
3+85.91, 0.00'
��
JOJ. 4 " 304.0
MIMAT cn rrcArvcn IFVL UrLK
YON SID. DWG, FOO4.2
DETAIL. SHEET CJ L5
OVE EXIST CURB AND SIDEWALK
RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4.
EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND
TIER PER REN70N SID PLAN'S F001 AND FOOS.
DETAILS, SHEET CJLS.
5
CLEARANCE AND EQUIPPED Vt'" N u
CONCRETE
W771 'CLICK 2 ENTER' UPSTREAM
4UP
l�l
RADIO FREQUENCY
TO THE EA_
CRAWL PAVERS
12rXS' NYLOPL
.... ....
TOP it
@-T-PE33c,
JR- X 28EL57 (IN-S)
286 0
T0
12* 1E�'261JL57 (OUT-W)
, "PROVIDER" DOME GRA IF IN SOFTSCAPf ,,
103 LF NEW CONC
81 GARA
2
FIELD VERIFY INVERT ELEWS
. ..... .........
TOE 304.
AREAS. - PROVIDE , 12"STANDA RD, ORA TF .... ....
"6.5' MAX. HEIGHT
TOP 306.0 31
GRADING EASEMENT (TIP)
SEPARATE PERM17
IN hARDSCAPE7 AREAS- (TYP).
TOP J1052
RIM 1.5
0-
E,X SDAIH 47140 ..... .
0 288. 75
NGP A P
BOUNDARY (Dj
rr
MH 7395
`2: 6ONC. IC 2,31 1 R,1, (IN-E)
2
, ,
RIM 29765;
293.
C
1Z GONG ,IL, Z64.Jb
q CONCRETE �A V"Im
... ....
... ...
a" PVC (OuTrw)
&5
(0ur,W)
CTH CHANNEL, 29f1.69
HERRINGBONE PATTERN (TYP):�
CONC. WALK W1 HANDRAIL
_S� CMP IE 285.1 (IN-N)
8
ECO`-PRIORA OR APPROVED EqVAL'
Or
SEE ARCHITECTURAL
PLANS,
8- CUP 1E 285.36 (/N-5)
SEE
;W-
' V D GRATE
ANE
6 .'IJJ5R (RD -A)
lu-7z V�
92, 4441 (RD-BY)
T AND REPAIR PAVEMENTICURB TO
PERMEABLE-PAVEMENT
(TYK
292.2
-
' \
PAVERS
DR`�
TYPE I
W VANED GRAZE
I. GRAVEL PA
?QL0
RlM 302 87
R 7 72'
S ORM 7EII TYPE
-AQW,GM NOVA IE 5TURIN PIPE
INSTALLA 7101V
EQUAL
I:+I 6;2-8S6 R
to.
FS? REATION Slit - PLAN'S . H032-1 AND
SEE DETAIL SHEET CJ2
SDCO
SHEET
TAIL, E T CJ
101 •SEE DETA14 SHEET C35`
19, 121PVC
03.0
�,t�49 80 15 62 R
TOP 30
0
TOE M .0,
GA
-J04
INGRESS IEGRESS-
C"
EX CB 6
AREA DRAIN
VAULT FOOTING DRAIN LINE
EASEMENT REC.
- 0 EX� CARDT BASW
'C T
7507731
_0
6'PVC 0 IX MIN. SLOPE.
71 02004
9 0 6 & 9801200216
P 288.19
1E 298.0
�0061VIDE7 CLEANOUTS AT,3ENDS..,
PROPOSED 70 BE REVISED
8" GMP-1E 286.-29_(0UT-S)-
294.5
(TIP). CONNECT 70 CBS
NEW, 8' IE 286.29 (IN-E) -
1,
r �,PP 117-266.4 2 -(/N-Al)' -do
MAINTAIN 4'WIN. CLEARANCE AROUND
PROPOSED AtJAH IMLN I GA TE FOR PEDESTRIAN ACCESS (TYP)
2oLjwwEw Ro"ck
BUILDING
77OH77JNE
ALL ROOF DRAINS
.0
Zfi
I
11�
RIM 298&
DIRE07L
r INTO VAULT
T
V SLOPE, EASEMENT
N
04 LEVEL EL � JJIMOO
Jot.0 f
30t.0
FC NU. 970225,$003
03 LEVEL EL = 325.00
02 LEVEL EL - JIaOO
Of LEVEL EL = 304.00
RIM 30
0502, Jos
PROPOSED 2 �fw) BY LEVEL EL 29300
RIW DED.,-
RIM 30010 jc
r 11 CON E 301.9 'ZIA
HIGH "N T
EXTEND CURB 7' �EL 30404 FACILITA GRADE
IF STAIRWA Y TTANSIT,
MY ARCHITECTURAL PLANS E _��OWARROW_
WT VANED
(wz TYPE 1 0 j� '447,v.
298.20 W/ VANED GRA
3+85.91, 0.00'
��
JOJ. 4 " 304.0
MIMAT cn rrcArvcn IFVL UrLK
YON SID. DWG, FOO4.2
DETAIL. SHEET CJ L5
OVE EXIST CURB AND SIDEWALK
RVVIVN 57D PLAN IOJ. SEE DEFAIL, SHEET CJ.4.
EPLACE WIN 5'-WDE CONCRETE SIDEWALK AND
TIER PER REN70N SID PLAN'S F001 AND FOOS.
DETAILS, SHEET CJLS.
5
10+;
N� DlERON TDVAEUL T (234 7. x 14.5 V x 6.51D) CmP GRADING AND C0NS7RUCn0N
TOP VAULT L - 12 IE 303 % EASEMENT (TYP)
� 08 1- 56:3-.32 (6&T A l,
TOP OF RISER EL 300.00
LIVE S70RAGEIDEAD STORAGE INTERFACE EL 29150 NEW 12 IE J�
30J 8' tt TOP OF SEDIMENT STORAGE EL. 290.50
LIVE VOLUME: 22055 CF PROVIDED (21,112 CF REQUIRED)
DEAD VOLUME 10, 179 GF PROVIDED (4,7JJ CF
SEE DETAIL. SHEET CJ.3 Rmf
275 LF NEW MODULAR NEW 70P JIQO± (MATCH FG)
303 BLOCK WALL. EX DOWNSPOUT LOCA 7700V FOR 8" Pvc (IN-S)
A8 /TARE APARTMENTS ROOF DRAW - PVC (OUT
4' MAX. HEIGHT 8 - W)
6"P'VC WALL DRAIN COLLEC77ON SYSTEM (TYP)
4 ABITARE CTR CHANNEL 301.96
CONNECT CBI TOP Joe. POR770M
6�121PIV TOE .6 -1 APARTMENTS ROW DRAIN COLLECHON CB 7291 0
HERITAGE HILLS VAULT TOP 309.56
TRIBUTARY AREA TO 8,000 _V TOP .3
12" CUP IE 306.80 (OUT 0
1 --TOE 7
8' IE JOI.25 MAMMUAI. C0N7RAC70R TO PROVIDE .0
TOP .00- SOCO MMIRRYLOF 6.80 (OUT-N)
TOE 3 6" PVC IE 306.90 (IN-E)
TRIBUTARY AREA ROOF ASBUILT OF
PER RENTON STD PLAN 1`005-7. ARITARE APARIMDV75 70 ENGINEER 70 -S)
MONOLITHIC CURB & SIDEWALK 8" PVC 1E 30719 (IN
SEE DETAIL, SHEET C35 CONFIRM NO MORE THAN 8,000 SW IS
TOP ,
TRIBUTARY TO THE HERITAGE HILLS T17E /r;! JIZIT.4
9
:BETE STAIRWAY APARTMENTS VAULT
SURFACE HATCH LEGEND
CLEARANCE AND EQUIPPED Vt'" N u
CONCRETE
W771 'CLICK 2 ENTER' UPSTREAM
STAMPED CONCRETE
RADIO FREQUENCY
TO THE EA_
CRAWL PAVERS
TECHNOLOGY
70P 307.7
TOP it
@-T-PE33c,
JR- X 28EL57 (IN-S)
T0
12* 1E�'261JL57 (OUT-W)
8' PERF. PVC
103 LF NEW CONC
'TOP 306.9
2
FIELD VERIFY INVERT ELEWS
RETAINING WALL
TOE 304.
PROPOSED 12' TEMP.
"6.5' MAX. HEIGHT
TOP 306.0 31
GRADING EASEMENT (TIP)
SEPARATE PERM17
EX. CB
TOP J1052
10+;
N� DlERON TDVAEUL T (234 7. x 14.5 V x 6.51D) CmP GRADING AND C0NS7RUCn0N
TOP VAULT L - 12 IE 303 % EASEMENT (TYP)
� 08 1- 56:3-.32 (6&T A l,
TOP OF RISER EL 300.00
LIVE S70RAGEIDEAD STORAGE INTERFACE EL 29150 NEW 12 IE J�
30J 8' tt TOP OF SEDIMENT STORAGE EL. 290.50
LIVE VOLUME: 22055 CF PROVIDED (21,112 CF REQUIRED)
DEAD VOLUME 10, 179 GF PROVIDED (4,7JJ CF
SEE DETAIL. SHEET CJ.3 Rmf
275 LF NEW MODULAR NEW 70P JIQO± (MATCH FG)
303 BLOCK WALL. EX DOWNSPOUT LOCA 7700V FOR 8" Pvc (IN-S)
A8 /TARE APARTMENTS ROOF DRAW - PVC (OUT
4' MAX. HEIGHT 8 - W)
6"P'VC WALL DRAIN COLLEC77ON SYSTEM (TYP)
4 ABITARE CTR CHANNEL 301.96
CONNECT CBI TOP Joe. POR770M
6�121PIV TOE .6 -1 APARTMENTS ROW DRAIN COLLECHON CB 7291 0
HERITAGE HILLS VAULT TOP 309.56
TRIBUTARY AREA TO 8,000 _V TOP .3
12" CUP IE 306.80 (OUT 0
1 --TOE 7
8' IE JOI.25 MAMMUAI. C0N7RAC70R TO PROVIDE .0
TOP .00- SOCO MMIRRYLOF 6.80 (OUT-N)
TOE 3 6" PVC IE 306.90 (IN-E)
TRIBUTARY AREA ROOF ASBUILT OF
PER RENTON STD PLAN 1`005-7. ARITARE APARIMDV75 70 ENGINEER 70 -S)
MONOLITHIC CURB & SIDEWALK 8" PVC 1E 30719 (IN
SEE DETAIL, SHEET C35 CONFIRM NO MORE THAN 8,000 SW IS
TOP ,
TRIBUTARY TO THE HERITAGE HILLS T17E /r;! JIZIT.4
9
:BETE STAIRWAY APARTMENTS VAULT
SURFACE HATCH LEGEND
ASPHALT
CONCRETE
STAMPED CONCRETE
ECO-PRIORA
2- /E '28a82 011-0
CRAWL PAVERS
JR- X 28EL57 (IN-S)
12* 1E�'261JL57 (OUT-W)
FIELD VERIFY INVERT ELEWS
PRIOR TO CO0VS7RUC77ON
MH 7395
2
RIM 29765;
C
8" PVC (INE)
a" PVC (OuTrw)
CTH CHANNEL, 29f1.69
Or
E
;W-
' V D GRATE
ANE
6 .'IJJ5R (RD -A)
1+7
�
92, 4441 (RD-BY)
TYPE I
W VANED GRAZE
RlM 302 87
ii+moz aoo'
SDCO
X0011 TYPE 2-48's
�,t�49 80 15 62 R
TOP 30
0
TOE M .0,
10+;
N� DlERON TDVAEUL T (234 7. x 14.5 V x 6.51D) CmP GRADING AND C0NS7RUCn0N
TOP VAULT L - 12 IE 303 % EASEMENT (TYP)
� 08 1- 56:3-.32 (6&T A l,
TOP OF RISER EL 300.00
LIVE S70RAGEIDEAD STORAGE INTERFACE EL 29150 NEW 12 IE J�
30J 8' tt TOP OF SEDIMENT STORAGE EL. 290.50
LIVE VOLUME: 22055 CF PROVIDED (21,112 CF REQUIRED)
DEAD VOLUME 10, 179 GF PROVIDED (4,7JJ CF
SEE DETAIL. SHEET CJ.3 Rmf
275 LF NEW MODULAR NEW 70P JIQO± (MATCH FG)
303 BLOCK WALL. EX DOWNSPOUT LOCA 7700V FOR 8" Pvc (IN-S)
A8 /TARE APARTMENTS ROOF DRAW - PVC (OUT
4' MAX. HEIGHT 8 - W)
6"P'VC WALL DRAIN COLLEC77ON SYSTEM (TYP)
4 ABITARE CTR CHANNEL 301.96
CONNECT CBI TOP Joe. POR770M
6�121PIV TOE .6 -1 APARTMENTS ROW DRAIN COLLECHON CB 7291 0
HERITAGE HILLS VAULT TOP 309.56
TRIBUTARY AREA TO 8,000 _V TOP .3
12" CUP IE 306.80 (OUT 0
1 --TOE 7
8' IE JOI.25 MAMMUAI. C0N7RAC70R TO PROVIDE .0
TOP .00- SOCO MMIRRYLOF 6.80 (OUT-N)
TOE 3 6" PVC IE 306.90 (IN-E)
TRIBUTARY AREA ROOF ASBUILT OF
PER RENTON STD PLAN 1`005-7. ARITARE APARIMDV75 70 ENGINEER 70 -S)
MONOLITHIC CURB & SIDEWALK 8" PVC 1E 30719 (IN
SEE DETAIL, SHEET C35 CONFIRM NO MORE THAN 8,000 SW IS
TOP ,
TRIBUTARY TO THE HERITAGE HILLS T17E /r;! JIZIT.4
9
:BETE STAIRWAY APARTMENTS VAULT
SURFACE HATCH LEGEND
ASPHALT
CONCRETE
STAMPED CONCRETE
ECO-PRIORA
CRAWL PAVERS
K SEE
IL PLANS ffieff IDOL
PY S,
70P M4.45
Pj tf, 8- 1E 299.78 (IN-E)
8- IE 301.25 (IN-N)
8' IE 30I.25 (IN-S)
12- 1E 299.45 (OUT-1109
SOLID LOCKING LID
WALL ELEVA 770N&%
TOP - 70P OF EXPOSED WALL
TOE - 70E OF EXPOSED WALL ROAD W, BY' AND 'B2' ARE PRIVATE ROADSi
C4UZION
LOCA7701V OF EVS77NG U77UIIES SHO*N IS APPROAWAAF AND MAY NOT
BE ACCURATE OR ALL INCLUSIVE. IT IS 7HE CONTRACTORS
RESPONSIBILITY TO RELD VERIFY LOCA 770V OF U77LI71ES PRIOR TO
PROCEEDING W7H C0NS7RUC77ON. YOU MUST CALL 1-800--424-5555
NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXr.4 VA 7701V
*HERE ANY UNDERGROUND UlIU77ES MAY BE LOCATED. FAILURE 70 DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS,
S4 *CUT EX. PVMT EDGE
A L
AR4000 TO PROVIDE CLEA
AND SMOOTH SEAL (TIP)
AVE
/06
EX. R=3
7, 11 1
NO7F_*
SITE WALLS IN EXCESS OF 4' HIGH REQUIRE SEPARATE BUILDING PERMIT
NOTE:
TO 7HE EX7ENT POSSIBLE, ALL PROPOSED ABOVE AND BELOW
GROUND NET U77U77ES HAVE BEEN INDICATED ON 7HESE PLANS
LAYOUTS FOR CERTAIN DRY U77LI77ES (POKER, 7ELECOMMUNIC47701114
GAS) HAVE YET TO BE DESIGNED BY THEIR RESPEC71VE PURVEYORS;
AND ARE NOT DEPIC70. WHEN AVAILABLE THE CON7RAC7CR SHALL
SUBMIT 7HESE LAYOU7S TO 7HE ENGINEER FOR REVIEW AND
COORDIM4710N PRIOR TO INSTALLA77ON
CITY OF "NTON
Approved by Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
O-D' R-73-7010G
02013
TRIAD
ASSOCIATES
Zt
Lu
Q
:9
Zt
iE
tj 3 S S
12112115th Ave. NE
Kirkland, WAWM W3
425.821.8448
425.821.3481 fax
800.488.07 % toll free
v .tnadassociatmnet
ti
4
-4
44
0 � 4
uj
Z
L4
Q. 00
Z
Qj
LL
ts
GYZEGORY I. JAWAL& PLS
PRDJ= MAKAM
AW & HARNISM PLS
PROM Summ
law C FLVw PE
FRIUM MIGUM
DOW LIFIX RLA
FBDJM LUMSCM MICHM
FM MMUM DAM 10115A2
KH& RIVOL11-20' M.NIA
STW NOT VMD
UN= S[GNED W DAM
JOB NO. 09-029
SMNO. C3.006623
R_
z
r
a
0
r
ni
I
wi
3
3
2
* a
p "s
�¢ o
320
310
290
2
TRIAD
w
oC
ASSOCIATES
�z
Fi
3
Kirkland, WA 98034-6923
425.821.8448
2
2
* a
p "s
�¢ o
320
310
290
��a z
zW
c
1 +00 2 +00 3 +00 4 +00
10+00 11 +00 12 +00 13+00
311
301
29;
5+00
ROAD B2
SCALE.• 1 -20' HORIZ, 1 -5' VERT
R- 310101
ALL PVC PIPES USED FOR THE STORM
DRAINAGE SYS7E / SHALL BE PH17F
310
300
295
6 +76
CITY OF ENTON
Approved by-&i4j Date: Ws
Approved by: Date:
Approved by: Date:
Approved by: Date:
cep, lk -3 �0I0?
320
TRIAD
ASSOCIATES
Ave.W
a
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
p
soo.4se.o�ss lwi r'
v tnadas al ,mt
N
a
o;
�
�
� Q
� O
Nog
280
A
.0
��a z
zW
c
1 +00 2 +00 3 +00 4 +00
10+00 11 +00 12 +00 13+00
311
301
29;
5+00
ROAD B2
SCALE.• 1 -20' HORIZ, 1 -5' VERT
R- 310101
ALL PVC PIPES USED FOR THE STORM
DRAINAGE SYS7E / SHALL BE PH17F
310
300
295
6 +76
CITY OF ENTON
Approved by-&i4j Date: Ws
Approved by: Date:
Approved by: Date:
Approved by: Date:
cep, lk -3 �0I0?
320
TRIAD
ASSOCIATES
Ave.W
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
310
soo.4se.o�ss lwi r'
v tnadas al ,mt
2
Q
300 a VJ 3
2 O y
Q V
D ti L
290 2 2 4
O is
a
V 2
o OC o
= m
280 W
V O
V
275 Q ~
V
0i0
TRIAD ASSOCIATES
ka gsg
o s S
A ,�e
°z
GR EODer T. A NFAO PrS
PSDn= NANAGES
MARK S HAMOM PIS
FNDHO SURIMR
F2011 7 HJGDDJBD
DOM IiTN RU
FBDA= LA[ WAR 18CIDfSf.T
FWT SDBIDRAL DAM 101'151'12
SCAfly 111111110111--11-20' em:1 -5'
ffW NOT VE D
UNLESS SIGNED AND DAM
Joe No. 09-0.19
SHW No. C3.10 16L
m
z
9
4
a
I
N
STD PLAN F- 10.42 -00.
3
DRIVEWAY
(t`
/ON
11'
]RAVEL LANE
10' TRAVEL LANE
f0' TRAVEL LANE 35'
11' TRAVEL LANE
n
n
PLANTS
c /"� /
PER ARCH
I
2 gpM
J
2 gpmla
I gp.
2 gplNft
Z
3.1
225
11.25
15
7.5
10
INTERIOR
I 1 I GUTTER PER REN /
DRAWING.
OUTLETPIPE
•"1 I(
SD
•
I I I I Fool. SEE D
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
W
2' COMPACTED DEPTH HAIA CLASS 1 2'
rl
`J
3•
COMPACTED DEPTH A7B
SURROUNDED BY DRAW
ROCK, MAPPED IN FILTER
NIA
COMPACTED SUBGRADE PREPARED PER
FABRIC CONNECT TO CB8
GEOTECHNICAL
ENGINEER RECOMMENDADONS
i
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
EMERGENCY AWESS
SECT /ON 'A'
W
SPECIFIED BY ENGINEER OF RECORD.
STA 3 +64 P STA 5 +39
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
0 SCALE
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
&�
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
wz
00
�z
NW
7I
Ike
PER GEOTECH.
STA 1 +58 TO
NOT TO
E
DRIVEWAY
SECT
/ON
11'
]RAVEL LANE
SIM WALL WITH FENCING
STA 11 +64 TO STA 12 +92
11' TRAVEL LANE
n
n
3.05'
2.3'
PER ARCH
I
2 gpM
1 gpm
2 gpmla
I gp.
2 gplNft
Z
O
225
11.25
15
7.5
10
INTERIOR
I 1 I GUTTER PER REN /
DRAWING.
OUTLETPIPE
•"1 I(
SD
•
I I I I Fool. SEE D
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
RIM ELEVATION 303.11
ANTI - FLOTATION BALLAST
WIDTH
/ POUR CURB TO STEM WALL
c
NIA
NOTESISPECIAL REQUIREMENTS:
• PER ENGINEER OF RECORD
7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft).
i
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
h y
2X 29 zos SEE SEC77ON ID,
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
8
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
&�
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
jZ? iu
S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET
-O oZ
STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
h�
U
Oq
No
at
a
I ] I
m�
DETAIL SEE
�W
SAND SET PA VERS OR OIWIER 70P
�',
1'f
1
�
APPROVED EQUIVAUNT
c �
TFFFczi
NVLOPtAST INLET DRAIN
Y 41
TERRACE I CURB SECTION 'E'
STA 2+39.5 I
NOT TO-SULE
E
DRIVEWAY
SECT
/ON
11'
]RAVEL LANE
TRAVEL LANE
STA 11 +64 TO STA 12 +92
11' TRAVEL LANE
It'
TRAVEL LANE
3.05'
2.3'
1.8'
I
2 gpM
1 gpm
2 gpmla
I gp.
2 gplNft
Z
O
225
11.25
15
7.5
10
0
DRAWING.
OUTLETPIPE
291.11
SD
12'
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
RIM ELEVATION 303.11
ANTI - FLOTATION BALLAST
WIDTH
HEIGHT
c
NIA
NOTESISPECIAL REQUIREMENTS:
• PER ENGINEER OF RECORD
7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft).
i
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
h y
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
8
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
&�
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
jZ? iu
S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET
-O oZ
STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
h�
U
Oq
No
at
a
m�
�W
0
c �
TFFFczi
Y 41
q
L' _
DW
I0
TOP SLAB ACCESS
SEE FRAME PND
COVER DE
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT. 42A
RINGIRISERS
INLET
CONTRACTOR TO GROUTTO
FINISHED GRADE
FLOW
HOPE OUTLET RISER
se`rniia'��
, • ��• . rvv, ••vr. vvr.,
6 EXTRUDED CURB PER WSDOT STD PLAN F- 10.42 -00.
20X I -2,OX
MAX HEIGHT. SEE
STRUCTURAL PUNS
PRIVATE DRIVEWAY SECT /ON To
STA 9 +62 TO STA 11 +64
NOT 70 SCALE
ALTERNATIVE; IF APPROVED BY OWNER,
IS TYPE 6 EXTRUDED CURB PER WSDOT
sm PLAN F- 70.42 -00. (TIP)
DRIVEWAY
SECT
/ON
11'
]RAVEL LANE
TRAVEL LANE
STA 11 +64 TO STA 12 +92
11' TRAVEL LANE
It'
TRAVEL LANE
3.05'
2.3'
1.8'
20X I -2,OX
MAX HEIGHT. SEE
STRUCTURAL PUNS
PRIVATE DRIVEWAY SECT /ON To
STA 9 +62 TO STA 11 +64
NOT 70 SCALE
ALTERNATIVE; IF APPROVED BY OWNER,
IS TYPE 6 EXTRUDED CURB PER WSDOT
sm PLAN F- 70.42 -00. (TIP)
20X-
PR /VA TE
DRIVEWAY
SECT
/ON
REQUIRED.
It'
TRAVEL LANE
STA 11 +64 TO STA 12 +92
18'
It'
TRAVEL LANE
3.05'
2.3'
1.8'
I
2 gpM
1 gpm
20X-
PR /VA TE
DRIVEWAY
SECT
/ON
REQUIRED.
'C'
CARTRIDGE HEIGHT
STA 11 +64 TO STA 12 +92
18'
LOW DROP
NOT TO SCALE
3.05'
2.3'
A
'I.D. MANHOLE
RUCTURE
O D.
NOTE•
ALL PAYEIMENT SEC71ONS SHALL BE
CONFIRMED BY GE07ECHNICAL
ENGINEER PRIOR TO CONS7RUC710N.
5' WIDE, EZ ROLL GRAVEL PAVERS OR
APPROVED EQUAL SEE DETAIL, THIS SHEET.
NA71W GROWTH CONFIRM SE07ION K77H GE07ECHNICAL
PR07EC77ON AREA ENGINEER PRIOR TO CONSTRUCTION.
(NGPA) BOUNDARY
3035' 304.0'
20X_ 2.0E ,2.OX
12'x8' NYLOPLAST INLET DRAIN
WITH 12' DOME GRAZE (TIP)
PEDESTRIAN ACCESS SECT /ON 'F
NOT 70 SCALE
EZ ROLL GRAVEL PAVERS SECT /ON
NOT TO SCALE
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WTH THE MAXIMUM NUMBER OF CARTRIDGES O). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7CARTRIDGES.
IB2- MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 15 CPS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
2T
18'
LOW DROP
RECOMMENDED HYDRAULIC DROP N)
3.05'
2.3'
1.8'
SPECIFIC FLOW RATE (gpMA
2 gpM
1 gpm
2 gpmla
I gp.
2 gplNft
i g wft
CARTRIDGE FLOW PATE Igpm)
225
11.25
15
7.5
10
5
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
CE4
WATER QUALITY FLOW RATE d
0.02
PEAK FLOW RATE (p)
0.13
RETURN PERIOD OF PEAK FLOW (ym)
100
# OF CARTRIDGES REQUIRED
4
CARTRIDGE FLOW RATE (gpm)
7.5
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
CSF
2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
PIPEDATA
LE.
MATERIAL
DIAMETER
INLET PIPE #1
293.41
SD
12'
INLET PIPE #2
DRAWING.
OUTLETPIPE
291.11
SD
12'
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
RIM ELEVATION 303.11
ANTI - FLOTATION BALLAST
WIDTH
HEIGHT
NIA
NIA
NOTESISPECIAL REQUIREMENTS:
• PER ENGINEER OF RECORD
SI_
ECO- PR/ORA SECT /ON
NOT TO SCALE
WITH SURFACE MEN PLACED IN
ROAD. PRONDE EDGE RESTRAINT
BELOW GRADE WHEN SURROUNDED
BY LANDSCAPING.
1 -11• TO 2' DEPTH
R- 310108
ALL PVC PIPES USED FOR 7HE S70RM
DRAINAGE SYSTEM SHALL BE NHITE
CITY OF RENTON
Approved by: ✓ Date: 1015//5
Approved by: Date:
Approved by: Date:
Approved by: Date:
K J =ti�.E♦T `.
/\
TRIAD
ASSOCIATES
24
O
W
H
" 3 S 3
1211211511 Ave- NE
KilklaOQ WA WOO -6923
425.821.8448
425 821 3481 fax
800 488L07% toll free
W,YW.tnaEas ate ,. t
2
V H
r � 3
Z v
O ` y
~ W W
2 � 4
Q
2
4
A. o
O
V
� nue
as
Z
OJELLPY T. dVWAa FL.S
PEW= L1NAC�
MARK S RAMRSM PIS
PRO= $DNPSiDa
I VIN G FLW^ PE
PEW= INCOM
DOME LFaA /RA
PRw= IdNDsm ANCHffwr
PDL4r SDWUM DA78: 10/15/12
SCAT aam: w-
DNM SIGH dim DHR
JOB ND. 09 -029
ND' C3.20 iiLA
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
GENERAL NOTES
FLOATABLES
1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
BAFFLE
2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3, FOR SITE SPECIFIC DRAWINGS WTH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION
PRODUCTS REPRESENTATIVE. w .wnleOh pi.mm
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5, STRUCTURE SWILL MEET AASHTO H$20 AND CASTINGS SHALL MEET PASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
6. FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH
SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft).
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
a
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
&�
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
jZ? iu
S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET
-O oZ
STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION- RELATEDEROSION RUNOFF.
SI_
ECO- PR/ORA SECT /ON
NOT TO SCALE
WITH SURFACE MEN PLACED IN
ROAD. PRONDE EDGE RESTRAINT
BELOW GRADE WHEN SURROUNDED
BY LANDSCAPING.
1 -11• TO 2' DEPTH
R- 310108
ALL PVC PIPES USED FOR 7HE S70RM
DRAINAGE SYSTEM SHALL BE NHITE
CITY OF RENTON
Approved by: ✓ Date: 1015//5
Approved by: Date:
Approved by: Date:
Approved by: Date:
K J =ti�.E♦T `.
/\
TRIAD
ASSOCIATES
24
O
W
H
" 3 S 3
1211211511 Ave- NE
KilklaOQ WA WOO -6923
425.821.8448
425 821 3481 fax
800 488L07% toll free
W,YW.tnaEas ate ,. t
2
V H
r � 3
Z v
O ` y
~ W W
2 � 4
Q
2
4
A. o
O
V
� nue
as
Z
OJELLPY T. dVWAa FL.S
PEW= L1NAC�
MARK S RAMRSM PIS
PRO= $DNPSiDa
I VIN G FLW^ PE
PEW= INCOM
DOME LFaA /RA
PRw= IdNDsm ANCHffwr
PDL4r SDWUM DA78: 10/15/12
SCAT aam: w-
DNM SIGH dim DHR
JOB ND. 09 -029
ND' C3.20 iiLA
MI
0
2
ti
4-
i
r 8
No v
DRAIN ROCK PER
GEOTECHNICAL
RECOMMENDA BONS
Z (TYP)
ITS"
FROM CB1
12' E 29150
VAULT BOTTOM I
28a.%
CD
<
ry
5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL
_;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k
PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS
LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE.
II-
I(TM ALL LOCATIONS) 234
7
DWS EL. 300.00
FLOW CONTROL STRUCTURE
6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W�
12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET
FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE
ILVEZDEAD INTERFACE 293.50
- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - ---
3.0' DEAD STORAGE VAULT BOTTOM j
289.92
I
TOP SEDIMENT 290.50 - -- - -- 2%fiN
-0.
7. 7777
Iq,
1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP
ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6
RECOMMENDA BONS
5'XI0' GRATE MIN ACCESS PROVIDE LADDER
IT BOTTOM. MATCH GRADE. (TYP)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50.
PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER
REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE.
(TYR ALL LOCATIONS)
ROAD 'A'
SEE SECTION 'D', SHEET C32
SEE STRUCTURAL PLANS FOR
VAULT CONS7RUCRON DETAILS
TOP 301.55
BOTTOM 300 .55
LILWPLAD
'SEE SPOT GRADES ON
VAULT PLAN VIEW (BELOW)
INSTALL WASHED DRAIN ROCK
UNDER VAULT PER GE07ECHNICAL
RECOMMENDATIONS
STORM DRAINAGE VAULT SECTION 'AV
SCALE: 1' =10' HORIZONTAL
SCALE 1' =5' VERTICAL
2341
x 14.5'W x 6.51D
2_4
UVE
STORAGE
= 21,112 CF
REQUIRED
PROVIDED
= 22,055 CF
DEAD STORAGE
CIL
SURROUND
IN
PVC W WASHED
F+i Z
335R (RD-A)
DRAIN ROCK PER
0 0
GE07ECHNICAL
RECOMMENDATIONS
F-1
(Tyr)
z
3
6, pmr. PLC
TO COLLECT
E--i
V-1 W
GROUNDWATER AND
CGNIEY TO C8.%
SLOPE AT 1. OX MIN.
(TYP)
5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL
_;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k
PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS
LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE.
II-
I(TM ALL LOCATIONS) 234
7
DWS EL. 300.00
FLOW CONTROL STRUCTURE
6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W�
12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET
FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE
ILVEZDEAD INTERFACE 293.50
- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - ---
3.0' DEAD STORAGE VAULT BOTTOM j
289.92
I
TOP SEDIMENT 290.50 - -- - -- 2%fiN
-0.
7. 7777
Iq,
1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP
ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6
RECOMMENDA BONS
5'XI0' GRATE MIN ACCESS PROVIDE LADDER
IT BOTTOM. MATCH GRADE. (TYP)
ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50.
PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER
REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE.
(TYR ALL LOCATIONS)
ROAD 'A'
SEE SECTION 'D', SHEET C32
SEE STRUCTURAL PLANS FOR
VAULT CONS7RUCRON DETAILS
TOP 301.55
BOTTOM 300 .55
LILWPLAD
'SEE SPOT GRADES ON
VAULT PLAN VIEW (BELOW)
INSTALL WASHED DRAIN ROCK
UNDER VAULT PER GE07ECHNICAL
RECOMMENDATIONS
STORM DRAINAGE VAULT SECTION 'AV
SCALE: 1' =10' HORIZONTAL
SCALE 1' =5' VERTICAL
0
FA
LC
GRATE RIM 3
FLOW ARROI
VAULT COVER
MAXIMUM COVER
MINIMUM COVER
STORM DRA INA GE VA UL T SECT/ON 'B'
SCALE. I ° =10' HORIZONTAL
SCALE. 1-5' VERTICAL
CONNECT VAULT FOOTING
DRAIN LINE` TO CB5
ULT
VA I BO
W4 UL T BO
FLOW CONTROL STRUCTURE 296.
SEE DETAIL, THIS -91EET N�
VAULT FOOTING DRAIN LINE Z
6' SO 0 2.00X MIN. SLOPE
PROVIDE CLEANOUTS AT
NO LADD
BENDS (TYP).
Z
77GH7LINE ALL ROOF
; , " , I I �'/, 1 11 U BOTTOM
DRAINS INTO VAULT
- -- 188.82
BLDG 1E OUT 301.0 (TYP)
A
PROVIDE HATCH
G
b I -_� <`�4"`SUMP
W7H A
M.417CH; , GRADE (TYP) EL=489.50
----- ai_
VAULT BOTTOM
% 29000
N.
V.......
MELD
jc CHAIN TO FRAME 1,
..........
............
xn4
INM
"0
... . ......
0
77, . ......
ROUND SCUD LOCKING LID
ACCESS LADDER UNLESS
TTOM OZHERWSE NOTED. REMOVE
TYPE I LID FOR VEN77LA77ON DURING
MAINTENANCE (TWO. MATCH
GRADE. SEF RENTON SID 00 L
...... 70P PLAN 204.50. SEE DETAIL.
LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14
7 8- IE 301.25 (IN-N)
L54 . ..........
....... 8- IE 301.25 (IN
-S)
12- 1E 299.45 (OUT-W)
SOLID LOCKING LID
-VAULT BQTfOld
2811 OLL
CAU77ON
LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT
BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS
RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70
PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555
NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION
WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S
SCALE: 1" = 10'
0 5 10 20
NOTE:
THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY
CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI
CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN
7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs
NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE'
WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS
OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES
SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING
DEPARTMEN•
R=370109
ALL PVC PIPES USED FOR THE STORM
DRAINAGE SYSTEM SHALL BE PHITE.
DEMN770NIWETVAULT
2341
x 14.5'W x 6.51D
2_4
UVE
STORAGE
= 21,112 CF
REQUIRED
PROVIDED
= 22,055 CF
DEAD STORAGE
CIL
REQUIRED
PROVIDED
= 10,179 CF
335R (RD-A)
a441 (RD-81)
0
FA
LC
GRATE RIM 3
FLOW ARROI
VAULT COVER
MAXIMUM COVER
MINIMUM COVER
STORM DRA INA GE VA UL T SECT/ON 'B'
SCALE. I ° =10' HORIZONTAL
SCALE. 1-5' VERTICAL
CONNECT VAULT FOOTING
DRAIN LINE` TO CB5
ULT
VA I BO
W4 UL T BO
FLOW CONTROL STRUCTURE 296.
SEE DETAIL, THIS -91EET N�
VAULT FOOTING DRAIN LINE Z
6' SO 0 2.00X MIN. SLOPE
PROVIDE CLEANOUTS AT
NO LADD
BENDS (TYP).
Z
77GH7LINE ALL ROOF
; , " , I I �'/, 1 11 U BOTTOM
DRAINS INTO VAULT
- -- 188.82
BLDG 1E OUT 301.0 (TYP)
A
PROVIDE HATCH
G
b I -_� <`�4"`SUMP
W7H A
M.417CH; , GRADE (TYP) EL=489.50
----- ai_
VAULT BOTTOM
% 29000
N.
V.......
MELD
jc CHAIN TO FRAME 1,
..........
............
xn4
INM
"0
... . ......
0
77, . ......
ROUND SCUD LOCKING LID
ACCESS LADDER UNLESS
TTOM OZHERWSE NOTED. REMOVE
TYPE I LID FOR VEN77LA77ON DURING
MAINTENANCE (TWO. MATCH
GRADE. SEF RENTON SID 00 L
...... 70P PLAN 204.50. SEE DETAIL.
LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14
7 8- IE 301.25 (IN-N)
L54 . ..........
....... 8- IE 301.25 (IN
-S)
12- 1E 299.45 (OUT-W)
SOLID LOCKING LID
-VAULT BQTfOld
2811 OLL
CAU77ON
LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT
BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS
RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70
PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555
NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION
WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S
SCALE: 1" = 10'
0 5 10 20
NOTE:
THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY
CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI
CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN
7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs
NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE'
WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS
OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES
SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING
DEPARTMEN•
R=370109
ALL PVC PIPES USED FOR THE STORM
DRAINAGE SYSTEM SHALL BE PHITE.
DEMN770NIWETVAULT
2341
x 14.5'W x 6.51D
2_4
UVE
STORAGE
= 21,112 CF
REQUIRED
PROVIDED
= 22,055 CF
DEAD STORAGE
= 4,733 CF
REQUIRED
PROVIDED
= 10,179 CF
12' OUTLET PIPE
IN PLATE
Borm E- 289.50
IMBEDDED
ATMAX
0.5'
0
TR TYPE 2-72"
LIVE,10EAD STORAGE INTERFACE EL 29150
MIN. I
SECTION WEW
FLOW CONTROL STRUCTURE
NOT TO SCALE
CITY OF RENTON
Approved by� Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD
ASSOCIATES
12112115th Ave. NE
KiMand, WA 98034-6923
425.821.8448
42&&t3481 fax
800A88.0756 toll
v taadaa ate .net
;t
4
-4
UA
QZ !NQ W4
PC
0 (� 4
W
a [`= m C
LAJ
s
LL
GREGMY r. AW.A4 AS
PRINM mom
MARK I HANNS04 ALS
PROWT
KENN r FL) M. FE
VEMW LFM RLA
PBD=r IAMDSCM ARCMTECT
Mff SMMM UM' 101151112
smx. MEL-11-10' RUX-5'
4 Vs C. Ft
WAS
91118 NOT VMD
UMM %GK9D AN D=
JOB NO.
09-029
' N`• C3.3or 15
(a
IfORAVE(RD-81)
2_4
2-
GRATE
335R (RD-A)
a441 (RD-81)
TR TYPE 2-72"
LIVE,10EAD STORAGE INTERFACE EL 29150
MIN. I
SECTION WEW
FLOW CONTROL STRUCTURE
NOT TO SCALE
CITY OF RENTON
Approved by� Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD
ASSOCIATES
12112115th Ave. NE
KiMand, WA 98034-6923
425.821.8448
42&&t3481 fax
800A88.0756 toll
v taadaa ate .net
;t
4
-4
UA
QZ !NQ W4
PC
0 (� 4
W
a [`= m C
LAJ
s
LL
GREGMY r. AW.A4 AS
PRINM mom
MARK I HANNS04 ALS
PROWT
KENN r FL) M. FE
VEMW LFM RLA
PBD=r IAMDSCM ARCMTECT
Mff SMMM UM' 101151112
smx. MEL-11-10' RUX-5'
4 Vs C. Ft
WAS
91118 NOT VMD
UMM %GK9D AN D=
JOB NO.
09-029
' N`• C3.3or 15
IfORAVE(RD-81)
C
TR TYPE 2-72"
LIVE,10EAD STORAGE INTERFACE EL 29150
MIN. I
SECTION WEW
FLOW CONTROL STRUCTURE
NOT TO SCALE
CITY OF RENTON
Approved by� Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD
ASSOCIATES
12112115th Ave. NE
KiMand, WA 98034-6923
425.821.8448
42&&t3481 fax
800A88.0756 toll
v taadaa ate .net
;t
4
-4
UA
QZ !NQ W4
PC
0 (� 4
W
a [`= m C
LAJ
s
LL
GREGMY r. AW.A4 AS
PRINM mom
MARK I HANNS04 ALS
PROWT
KENN r FL) M. FE
VEMW LFM RLA
PBD=r IAMDSCM ARCMTECT
Mff SMMM UM' 101151112
smx. MEL-11-10' RUX-5'
4 Vs C. Ft
WAS
91118 NOT VMD
UMM %GK9D AN D=
JOB NO.
09-029
' N`• C3.3or 15