HomeMy WebLinkAboutR-417870NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
cO
T
Q
W
1—
FQ
LL
LU
J
0
U)
DocuSign Envelope ID: 6EECIES6602A-0E IA-B436 A317AA638878
m
40>
FIF ANO VPNEO GM HE
7
1 2.4 e_12 OR24
OWN I BAROOP FOR A HE GET
IC EMTENT(SPAO EQUALLY)
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PIPE ALLOWANCES
PIPEEMATERVAL
INSIDE
DIAMUER
REINFORCED OR HUNG
CONCEPTS
IF
ALL METAL PIPE
IF
CASSR
12
BID SPEC ALL DO
SOLD WAIT ABC
CFO BASIC SUM GAN
IF
ARCANE WALL FAKE
- CORRUGATED POLYETHYLENE STORM,
AGREE
NOTES:
AL PRECAST PS(PLACED INN
ACCORDANCE NU IIEOR wI PE MESH HAVING n MIN SUN AREAOF
0 12 SQUARE INCHES PER LADY MALL BE USED WITH
ME MIN MUM REDO RED REFEAR SHOWN IN THE
ATTERNATICE PRECAST BASE SECTION MOREMESH
SHALL N07 SE PLACED IN THE KNOCKOUTS AS AN
AMCCE EREt?AiDv rtp ADJUSTMENTSEc Iroi. www MESH
HAVING A MINIMUM EA OF 012 RUNWAY INCHES PER
FEET MAY BE USSO
2 DUE KNOCKOUT DAMETER SHALL H07 US GREATER
III KNOCKOUTS SHALL HAVE A WALL THICKNESS
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AGO THE
OUTSIDE CE ME PIPE AFTER THE PIPE IS INSTALLED
IT LL THE GOP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION He 3
3, ME MAXIMUM DEPTH FROM THE FINISHED MADE TO
ME LOWEST PIPE INVERT $HALL BE 5 FEET
4 ME FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN
5. ME PRECAST BASE SECTION MAY HAVE A
IF .OR DR .THE WEELLS MAY eE ELOPED AT A RATE OF
?AV6 ME OPETUNG SHALL BE MARCURED AT THE TOP OF THE
FRECAND BASE SECTION
7 ALL PICKUP "WE$ SHALL BE SHOUTED FULL AFTER THE
INLET HAS BEEN PLACED USE GROUT TUBE 2 FOR
STANDARD SPECIFICATION ANON SHRINK APPLICATIONS SK Dll) cEwnH
8 ALL GRACE RINGS AND CAMINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
MODIFICATION EaLrolrv?sAPPLY
ASKS . UISERS. ANDR'D FRAMES
9, MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER S DIRECTIONS. ,woE By
10 FRAME MODEL BE ANSI TO PAVEMENT
DETERMINED WITH A STANDARD EDGE OF SUFFICIENT
MERGED
RIED
PUBLIC WORKS .,,..
STD. PLAN -200.00
� DEPARTMENT CATCH BASIN TYPE 1 C'xZ 9/28/2018 1 DATE
NTS
:45 AI
Call 811
• business days
before you dig
DocuSign Envelope ID'. 6EECF566-602A-0E4A-B436 A317AA638878
CATCH BASIN FRAME AN D RANGE
GRATE PER 'To PLAIN 204 OF
,.
ONTwsECCls
SECTION SECTIONS
MORTAR, BYPI. SEE NOTES
P MIN
ISMAK
FLAT $LAB MY
US OF OR PAY
SEE NOTE 6 TYR
SUBLUS OR
.
TACTICS
-
irr.
1SMO,
GRAVEL SACKFUL FOR E zavS
MELIFICATHONSE IwFLUCau
T
INTEGRAL BASE
PRECAST
PRECAST WITH
RISER
NON STEPS
WHEN HEIGHT IS OR LESS,
2 THE SECTION! OF THE PRECAST CATCH LOS IN My AS
ELOPED TO FACILITATE CLEAN ING
a THE RECTANGULAR FRAME MAN GRATE MUST BE
INSTALLED WIN ME FLANGE DOWN THE CASTINT THEN TMENTSECTION$ WHEN FRAME MAY BE
CONNECTING4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'
BETWEEN THE KNOCKOUT WALL AND ME OUTSIDE OF ME
PIPE AFTER THE PIPE IS INSTALLED FILE THE CAN WITH
JOI HIT MORTAR IN ACCORDANCE PAT IT STANDARD
5 ALL GRACE RINGS, RUSEMS AND CASTINGS SHALL BE SET
IN MORTAR iN ACCORDANCE "IN STANDARD
SPECIFICATION ERA �
TEW UPS GTRR LUCK NSADAPTER OR OBNTWTHCORRUADPIP
AN EVISPI No A IRE USE A FABRICATED CARD CRULAR OF
THE SAW E MATERIAL AS THE CONNECTING PIPE
7 MORTAR SHALL BE MIXED AND APPLIED FOR
MAN FRACTURE A S DIRECTIONS
9 FRAME SHALL BE ADJUSTED TO PAVEMENT PEACE BY
PARKING LOU I FRAME I S FLUSH WITH CLOCK ENT AS
LENGTH
9 ALL MORTAR JOINTS STUFF BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPUITION
CATCH BASIN DIMENSIONS
CATCH BASIN
DUMMETER
MIN WALL
THICKNESS
MIN BASE
THICKNESS
m�mum
MOCKBOUTSBA
MINIMUM
DISTANCE
BETWEEN
KINCLABOUTS
BUY
RE
R
BY
w
OF
— AT
RE
—
-
vAS
12
�o-
TAPE
nr
E
SEE
+z'
PIPEALLMMCEs
CATCHEMBI
UP
30
ARE
SE
SO
SEE
AT
US
IF
AS
IF
ABC
w
NET
AS
54
RE
AS
TV
Do
72
AN
AS
OF
CARRUGATED ENE STORM SEWER PIPE WD. SPEC. 905.20)
BID SPEC Y5EN)
'STD SPEC RAN 1$1
STD. PUN -201.00
• PUBLIC WORKS CATCH BASIN TYPE 2 PS
DEPARTMENT GAZ 9/28/2018
EVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NO. I REVISION
NTS
BY I DATE I APPR
DOcuI Envelope ID'. AW WD3S-AOEF-041F8140 2CDB48E878CA
E ELEVATION
FOR CODE
OVERFLOW STRUCTURE PER BID PLAN
IN 18 SIDEWALK FORECASTING,
xEASID
�xxELEVAnauR x DESIGNER
SHERI
SEE B PLAIN PouDINGsysnFvwATEasrO oDUNLESS SPECIFIED DTHEIRROSE
EE
DRIVEWAY OR
PER
TOP
SPEC MIN BE
AIDE PAVEMENT
II F---:_. �1. oEPTx r�
u T 11 II=I II IIJI-3i lIJ C
F4' DEPTH ARSONIST
MOO CHIP MULCH
ANSI TO STORM WIN —
12- MIN MOVE
SEASONAL HIGH
SIORETEENTION SOIL
SEE NOTE
SCARIFIED AND PecTEDSMIx166M:
SEE NOTES 1FAR 1 uewaDEt
I AVOID COMPACTION OF EXISTING ELEGANCEBELow BASIN.
2 SCARIFY DE TOADEPTH OF a INCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF eIORETENnoN BOIL MIX GSSUNAIR :� j
MODERATE
S. IF MIN. NIORSEMAN BOIL MIX ONNOTED ADD CARS TOTOP OFPOxDIxcAREA . KERSTETTER SOIL MIX TO MEET AM PERU SODA.
DO NOT USE FILTER
BRIC
THE
IL MIX
5 MAXIMUM LONGITUDINAL SLOPE (ATTENDUDIRECnax OF TWO) OF MORETENncx SWALER SHALL BE 6%PHERE NOT CONFLICTING SHOT REQUIRED CLEARANCES OR UTILMEN FACED MAY BE LOCATED IN BINDERETENTION REDUCE BOTTOM WI THE TO 9
r 111 EPA AND INCREASE $1 US SLOPE TO 1 5H 1 V ADJACENT TO TREE TREES TO BE LOCATE D ONLY SETS DE OF LINE A FOR LINED FACILITIES
GENEML NOTES:
CONTRACTOR1 MINIMUM UTILITY SELTSBALS AGE PROTECTION MEASURES MUST CONTARM TO CURRENT CITY STANDARDS BID PLANS 265 0 SEE 10. AND 265 SO AND
OTHER UTILITY DEFENSES REQUIREMENTS COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS
• RMA PLACEMENT, GOADING AND COMPHOLIDATION SHALL NOT OCCUR WHEN THE PER 19 EXCESSNELY GET OR PARE BEEN US OF PRECIPITATION WITHIN 4B HOURS PR10R TO PLACEMENT EXCESSIVELY WET IS OPENING AS TERIAL ME GENERAL TOOLLA AND INSTRUMENTS DI e[G A auMAYBE27% EREEVIL snouoUR EBxo MORE nA
FROM A NO HIGHER ER II E.. DO NOT DUMP MATE N DIRECTLY FROMSELY WITH A CONVEYOR BELT OR WITH AN EXCAVATOR RTRUCKER
INTO ELLVISIBLE I COPACT SSNUE WATER IN ME IG NONMECRUlmn mm ACTTIiON METHODS NL PEACE See ac. ENGINEER
ONSOLIOAnONI TO
m%ATTV) OF THE MAXIMUM DRY DENSITY PER MOI PROCTORTEET,ASM OtERG1 TOR AS RELATED BVETHE ENGINEERER
• SEE CONSTRUCTION PLANE FOR SPECIFIC PROJECT REQUIREMENTS
PUBLIC WORKS BIORETENTION SECTION
AI DEPARTMENT (NO UNDERDRAIN) Martin Pastucha
BIORETENTION PLANTER
NO UNDERDRAIN 9
NTS -
AS NOTED RSPI'AL, M IXU/I °'
OKI
AT AT SZES
DATUM
IF ENT ONE INCH
BLAME �c�LY
lcpff
3601 SUR Avenue, Suite 1600
Seattle, WA 98101
306.622.5811
www.Npff.cOm
% CITY OF
Re FENTON
Planning/Building/Public Works Dept.
R-417870
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 01
DIFarah 04/01/2022 msippo 04/07/2022
GTE
SOLERA
2842 NE SUNSET BLVD ° ® "'
RENTON, WA 98056
�C5.50
STORM DRAINAGE DETAILS SP, 70 14,
O
N
O
TPP
O
O
N
Z
O
co
O
O
O
O
N
Q
J
M
M
M
O
O
O
00
B1