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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
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...... (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'
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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.
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286 0
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103 LF NEW CONC
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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
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298.20 W/ VANED GRA
3+85.91, 0.00'
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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
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12rXS' NYLOPL
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286 0
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, "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-
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0 288. 75
NGP A P
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2
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... ....
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a" PVC (OuTrw)
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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
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8- CUP 1E 285.36 (/N-5)
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;W-
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ANE
6 .'IJJ5R (RD -A)
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92, 4441 (RD-BY)
T AND REPAIR PAVEMENTICURB TO
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(TYK
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RIW DED.,-
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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
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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.
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, "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
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2
, ,
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... ....
... ...
a" PVC (OuTrw)
&5
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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
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8- CUP 1E 285.36 (/N-5)
SEE
;W-
HW
ANE
6 .'IJJ5R (RD -A)
lu-7z V�
92, 4441 (RD-BY)
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W VANED GRAZE
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RlM 302 87
R 7 72'
S ORM 7EII TYPE
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INSTALLA 7101V
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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
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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"
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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
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tj 3 S S
12112115th Ave. NE
Kirkland, WAWM W3
425.821.8448
425.821.3481 fax
800.488.07 % toll free
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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