HomeMy WebLinkAboutR-4052083/8- PP.EMOLDED JONT FILLER (TYP)-
C FRAME ORATE
-$F,€HOY /S•R X 5/8"D DUMMY JOINT -BEE HOTE2
- D• 2 U' �
1 II
I I
L
PLAN ViCW
PARCH
FRAME AND GHIITE - NOT NCL.UDED
1 /2• R.
1• R.
YLINND
nUTTER BID CE]LI
• h
3• `°
SLOPE
TOPOF
a .
1• R.
•�
R=MAY
. 9
p
P
.'•,•
a
5
v. ••
ADJUSTMENT SECTION^NITTMCLUDED
UT CURB AND GUTTER END am
DITCH BABIN • NOT 1Nd-UDED
v
•,
,A
•h
IN CURB ANO GUTTER 91DREM
SECTION Ifs
GFNERAi_ NOTES:
"'
1- The Intent of INN design I to fad litate the mmonl
Of a catch basin with minimal dlsturbanoe
of the curie.
2. The expanal on Joints of the
` s. � �.� '
+ "' r
adjacent eldemik shalli
be -adjusted to be In
nna with these curb
-
expansion Joints
ISOtXR41C VIEW
CEMENT CONCRETE CURB' - 11}i.i
* + t?usirc va>�xs INSTALLATION AT
❑EPAR`CMENT CATCH BASINS4 qd
' ^ DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878
Y /
O
1
W
5W
L
Z
W
V/
f=
., rid
�
N
~ N
O
�Ck::
Q
g
1
of
-
0
E
�OUTFALLTGSMEAM
o-
LL
L
-
LLI
DUMP
ND POL
LII LINTS
I
SOLT-DOWN SLOT. I Ur
SEE DETAIL AND
_NOTE 1
1 I!4•
bI8' I I
r
BOLT -DOWN SLOT DETAIL
- - SEE NOTE 1 - - -
TOP m
/1 VW RECESSED LETTERING
ISOMETRIC
24'
7 OR S EQUAL SPACES
TF! DIRECTION FLOW
15W MAX- SJ
PUBLIC WORKS
+� DEPARTMENT
SECTION B
NOTES:
I BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND
COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5W-11 NC x 7 ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF SOLT•DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9415.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. FOR FRAME DETAILS. SEE STANDARD PLAN 204,W,
UNLESS OTHERWISE NOTED, DRAWING 1S NOT TO SCALE (NT51
STD. PLAN - 204.20
O :
RECTANGULAR VANED GRATE
GAZ 9/28/2018 I
:45 n
SAZEI DESIGN GROUP, LLC
6608 110TH AVE. N.E.
KIRKLAND, WA. 98033
TEL. (425) 212-2280
FAX. (425) 889-6887
DocuSign Envelope ID; 6EECF5B6-602A-4E4A-6436-A317AA638878
TOE IN
4'. 4'
NOTES:
1. CONDITIONS OF USE
1 1 PLASTIC COVERING MAYBE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS.
1 2 PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES
1 3 CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROW Tri
CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS.
1 4 THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND
UNSTABLE SLOPES,
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.L PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0-06 MILLIMETERS.
22. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM. RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE
OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.
23. TIRES. SAND BAGS. OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC
24. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED.
3. MAINTENANCE STANDARDS
3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED.
3.2, IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED
3.3. WHEN THE PLASTIC IS NO LONGER NEEDED. R SHALL BE COMPLETELY REMOVED.
aRIPUBLIC WORKS
DEPARTMENT
PLASTIC COVERING
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
Imo. TRENCH WIDTH.
SEE NOTE 3
PIPE ZONE SFnnlnlr_ gun
SACKFILL. SE
FOUNC
LEVEL
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 5
Pi PE ZONE BEDDING AND
BACK PILL. SEE NOTE -
FOUNDATION
LEVEL
RIGID PIPE NOTES:
1 PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH.
2. 0.D IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE -ARCH
3, SEE STANDARD WS DOTeAPWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
4. PIPE ZONE BEDDING AND SACKFILL MATERIAL SHALL BE PLACED IN
6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY
5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WSDOTIAPWA SPECIF ICATIONS SECTION M177,
®GRAVEL BACKF ILL FOR PIPE ZONE BE (WSDOT 9.03 12(3))
OR MAINTENANCE ROCK (WSDDT 9-0a.9(4))
TRENCH WIDTH,
SEE NOTE 3
SPAN S'
79M
RISE
FOUDATIDN fuWTER1AL,
IF REQUIRED, SEE NOTE 5
PIPE - ARCH
4ERWISF NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 213.30
GAZ 9/28/2018 1 :45 Al
MINIMUM
ALLOWED IN ZONE 1
PIPE TYPE
COVER IFTI
PUBLIC?
PRIVATE.?
OF THE APAP
CORRUGATED
20
YES
YES
YES
STEEL PIPE
SPIRAL RIB STEEL
2.0
YES
YES
YES
PIPE
PLAIN CONCRETE
PIPE (PCP)
2.0
NO
YES
NO
REINFORCED
CONCRETE PIPE
1.0
YES
YES
NO
MIR)
CORRUGATEDOR
SPIRAL RIB
2.0
YES
YES
NO
ALUMINUM PIPE
DUCTILE IRON PIPE
1.0
YES
YES
YE".
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
Ir TO 24•
12-
30" TO 96"
❑IAMETER r 3
1 OZ" TO 186"
49'
PIPE -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18" TO 36'
12"
43- TO 142'
SPAN r 3
148" TO 199'
4(I
UNLESS OTH€AWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 220.00
URIPUBLIC WORKS PIPE ZONE BEDDING AND APPR ED
DEPARTMENT COMPACTION -RIGID PIPE GAZ 9/28/2018 I
•we Wmrr.vain DATE
10-3-19
REVISION
:45 AN
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638876
29 1i4"
RECESSEDALLEN
HEAD CAP SCREW
SIB• - I I NC x 7
C TE
PRONE
SECTION BOLT•DOWN DETAIL
SEE NOTE 2
241 W
1
I
SECTION A
SEE DETAIL ISOMETRIC VIEW
I �•I raw
1!•S
' T va NOTES:
I . THIS 1 4 1R• J SEE FRAME IS
DAR DPLANS 204.10..204.20, 20D4.300. TES OR COVERS,
AND 204 40,'�
1\ 1 TV8" I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES, AND
' FRAME THAT ARSVERTICALLY ALIGNIEO W THOTHE GRATE ORLCOS
VINE
R SLOTS.
1 SIB' THE FRAME SHALL ACCEPT THE 518'-11 RC It 2* ALLEN HEAD CAR SCREW BY
\ 4• ' BOLT DOW HOLG TAPPED. EOTHER RE HOLES BY MANUFACTURER.
LOCATION OF
2 112" _ / 3. REFER TO STANDARD SPECIFICATION 9A5.15(2) FOR ADDITIONAL
DETAIL / REQUIREMENTS.
UNCE55 OTHERWISE NOTED, DRAWING 15 NOT TO SOME (NTS)
STD. PLAN - 204.OD
► PUBLIC WORKS RECTANGULAR FRAME D 9/28/2018 I :45 A
DEPARTMENT GAZ
ItIW7r,.,,, w�.n....w...,.,v DATE
DocuSign Envelope ID: 6EECF5B"02A-4E4A-B436-A317AA638878
SEE STANDARD PLANS 110. 110.1. 1102, AND 1 11 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
,
SPECIFIED IN CONTRACT DOCUMENTS
I
1Y MEN. EXIST ING PAVEMENT SURFACE
-
ff-----------------
-------- --
J f v
y
MIIN.. SEE NOTE 4
NEAT LINE TRENCH
`
'CRUSHED SURFACING TOP COURSE' PER
W9007 STD- SPEC 9.03.9(3). COMPACTED
TO 95% OF MAXIMUM DENSF Y
'CRUSHED SURFACING TOP COURSE' PER
WSDOT STD. SPEC 9.03.9(3). -BANK RUN
GRAVEL FOR TRENCH BACKFILL' PER
WSDOT STO SPEC 99-03.19.OR-GRAVEL
BORROW PE R WSOOT STD. SPEC "3 14(1).
COMPACTED TO SM/ OF MAXIMUM 0ENS11Y
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN JJ
DEPTH IS 4' OR GREATER
PIPE \
PIPE ZONE BEDDING AND BACKFILL `
PER STD. PLANS 220-00 AND 220,10
�- SEE NOTE 1
UNPAVED AREAS I PAVED AREAS
I
NOTES:
1• SEE WSDOPAPWA STANDARD SPECIFICATIONS SECTION 2-00.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2. EXCAVATIONS OVER 4• DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 296-155 PART N OF THE WAG.
3. MAXIMUM SAC KFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN X OF COVER. USE'CRUSHED
SURFACING TOP COURSE' FOR THE ENTIRE: BACKFILL DEPTH ABOVE PIPE ZONE.
5 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 220.20
• PUBLIC WORKS TYPICAL TRENCH AND BACKFILL D 9/28/2018 1
-�It DEPARTMENT GAZ
1%17w.vANln A4nWNvew DATE
ID 4-2-11 RAD SURVEYED:
DESIGNED:
R. DECCIO
DRAWN:
LR
CHECKED:
R. DECCIO
BY DATE APPR APPROVED:
R. DECCIO
SCALE:
1 "=20'
I ONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DocuSign Envelope ID: 6EECF5B6.602A-4E4A-B436-A317AA638878
ONE N3 BAR HOOP FOR W HEIGHT
INCREMENT ISPACED EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
D
rp
43 BAR FACH CORNER I
43 BAR EACH SIDE I`Y
73 BAR EACH WAY
PRECAST BASE SECTION
413 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REIN FORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15•
CPSSP•,
12,STD.
SPEC. 9.05,m
SOLID WALL PVC.
STD, SPEC. M5.1211}
15'
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2}
15'
'CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
, AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
EN THE PRECAST BASE SECTION. FIBERS IPLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(91). OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WRH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THERECTANGULAR ADJUSTMENT SECTION, WIRE MESH
AVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2 THE XNCCKOUT DIAMETER SHALL NOT BE GREATER
THAN 2(Y KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF Z' MINIMUM TO Z.5- MAXIMUM. PROVIDE A 1.5'
MINIMUM GAP BETWEEk THE KNOCKOUT WALL AIJD THE
OUTSIDE OF THE PIPE. AFTER THE PIPE 13 INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE W HH
STANDARD SPECIFICA11014
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN
5- THE PRECAST BASE SECTION MAY AVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
*3 BAR EACH NONSHRINKAPPDCATIONS INACCOROANCE WITH
CORNER I9• MIN. STANDARD SPECIFICATION 9.2Q.3(2}.
8 ALL GRAPE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STRDARD
SPECIFICATION 9.04-3. THEN APPLY MORTAR TO INSIDE
AND DUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9 MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL E ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION
UNLESS OTH ERW15E NOTED, DRAWING IS NOT TO SCALE INTS:.
tAl�D. PLAN - 200.0D
a PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE 1 9/28/201g I
GATE
.. eo rEN+Htt.A)E4 wcwu. Nuas;_ -
^
dr rn r Kawee -. f T
1
)rwMaw Aen fir.,
tm
se'EArANva mnRKl
cdErrt
c-Iee[a
lOEwAtM
tts.oTFa
:T
-
7 - CONSTM41 4jow
elYI R4M OIN
fQtgTE1 M -
-�
GUMP )
arCONINA IMPMI ,
IiE[ s1Mr
P LAN VIEW
mPe a sHo NN CI A C: s CU" waAm
ISEE NOTE n
..Nu
T• 1eellLNTd - _ _ eneAA®lonemn
•
MINF
--/�+�-� 1_Y�
il'1ldtERGfeFA Ot-'rEP
eawiu
-.__ arN.+NaaAaarrrt.el
�_ _
fFeipl O Ifeleo µ`�InP1
LOFww.,M�TR \
m o,.�nNceurvaw-
�AAswr
ro.e n-e.e hawvmas.w _ _
r eA \
-
anew.
ar w
oN.nw.rs.nn - �-�41
O
e.aw[uactpTm /
_
For NOTES see STD PLAN 104.2
Y STD. PLAN - 104.4
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PFT R 11).
DFPARTMFKT ENTRANCE - TYPES C1B, C28,
+' O C3B, and C-MAXB (WITH BUFFER)
G,.0 Z.mme -, Public Wo.Li U-NI A.
:45 AN
VERTICAL: NAVD 1988
CITY 0 F
HORIZONTAL: NANO 1983/183/1991
RENTON
(DI
4 DATU M
Planning/Building/Public Works Dept.
:45 Al
nJ
ear
I�
O
�2
V /
O
IN COMPLIANCE WITH CITY OF RENTON STANDARDS CV
EDEVELOPMENT ENGINEERING Z
a W
ez 10/18/2019 C
L
Nam
O
__J
W
DATE:
AVON DEVELOPMENT 2 LOT 4-2-19 Q
SHORT PLAT PAGE:FIELDOOK:
PAGE: Z
DRAWING NO: O
R-405208 >
DETAILS SHEET: 8 OF: 8