HomeMy WebLinkAboutR-419709DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
DocuSign Envelope ID: 3BlB34D3-7EOA-476C-ADB3-4329FFEOC108
O
W
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA. \I/
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE /�D
ADJUSTMENT SECTION ADJUSTMENT SECTION
\
�y
NOTES:
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER,
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. ONLY BY APPROVAL OF THE CITY THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND ORY BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3.
7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2).
8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 202.00
e► PUBLIC WORKS PRO
DEPARTMENT CATCH BASIN INSTALLATION GAZ g/2g/2p1g I g
Public Works Atlminis[ra[ar DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
/ EXtsTO
.04 "0 ND 1 THE EDGE OF HE RIGHTDRIVEWAYS SHALL BE -OF-WAY
PRIOR TO INSTALLATION OF THE
R = 25' MIN. CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY.
2. IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STANDARDS
4"-8" QUARRY SPALLS
GEOTEXTILE
100' MIN.
15' MIN.
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
12" MIN. THICKNESS
NOTES-
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS:
GRAB TENSILE STRENGTH (ASTM D4632)
200 LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
CBR PUNCTURE STRENGTH (ASTM D6241)
495 LBS. MIN.
AOS (ASTM D4751)
20-45 (U.S. STANDARD SIEVE SIZE)
2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS.
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS
IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL
WASH. IF WASHING IS USED IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE
REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
AOXSTD. PLAN - 215.10
PR• PUBLIC WORKS APPROVED:
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018
Public Works Aami"i:nae DATE
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
:45 AI
:45 At
25 114"
29 1 /4"
BOLT -DOWN HOLE (TYP.) - 5/8",
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
518"-11 NCx2"
GRATE
FRAME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 114"
<>
\\
SECTION A
ISOMETRIC VIEW
SEE DETAIL
718" \ \
1/8"
r 3/4" \\
/ 11/4" 1 NOTES:
i 1 . THIS 4 1/2" i SEE STANDARD PLANS 204 0 204ME IS DESIGNED TO .220, 204 30, AND 204.40.�TES OR COVERS,
I\ 1 5/8" I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
/ COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
1 5/8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 50-11 NC x 2" ALLEN HEAD CAP SCREW BY
\ 3/4" BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF
\ BOLT -DOWN HOLES VARIES BY MANUFACTURER.
\ 2 1/2" 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
\ DETAIL / REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.00
•� PUBLIC WORKS °
`J�� DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 I
P"bk<work: Aemmiao-amr DATE
�ggr�
i Tbi� 9
Y -
CEMENT
CONCRETE
SIDEWALK
N DEPRESSED MONOLITHIC
j (SEED a 114
(BEE DETAIL TAL THS SHEET)
TYPE C28 - ISOMETRIC VIEW
(COMMERCIA'., WITH BUFFER)
CEMENT CONCRETE
CURB a GUTTER
(SEE NOTE 3)
NOTES
1. When a driveway width exceeds 15 fee;, construct a full depth
expansion Joint with 3/8' Joint filler along the driveway lane lines FA6P Cr CURB
(see std. plan 102). Construct expansion Joints parallel with the eEE c SEE DEPRFaa®CUISOETAt
centerline as required at 16 maximum spacing when drfvewey toNTMct aN au+r a ia_ on r e sHecr
widths exceed 30'. 90PLA" UU s tS �r'
y vrR TOPOF
FAMOM
2. See sid. plan 102 for s!dewalk details. - - - r
3. Curb and gutter shown, other curb designs may be specified.
See old. plan 101 for curb details 10
4 Not used 1
I
5. The engineer will design all driveways to Include elevations at sli NOTE DRIVEWAY LONOrrUMNAL EMPAMON
points marked with symbol "X'. All elevations are al the back of JaNTa s1Y4l BE FULOEvrH
curb top On uphill aide. DEPRESSED MONOLITHIC CURB A OU-TER DETAIL
6 Not used
T For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10), The expansion pints (see std plan 102) shall be
spaced as shown In the corresponding Isometric New.
8. Slopes shall comply with sections R303.2,1 or R303.2.2 or FACE OF ADJACENT Ct1RIS
R3032.3 of the Revised Draft Guidelines for Accessible Public
Rigbts-af--Way afNovember 23, 2005 (PROWAO).
9. Curb returns for any Type C-MAX Driveway may be approved on
a rose -by -case basis. 1''%"�.-GUTTER SURFACE
10. STREET STANDARDS - Renton Municipal Code (RMC)
Title IV Development Regulations /
CHAPTER 6STREET AND UTILRYSTANDARDS - -
Section 4-"60STREET STANDARDS DEPRESSED CURB DETAIL
AT RES IDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS - Renton Municipal Cade (RMC) _
Title IV Development Regulatlons Driveway Example: TYPECIS
CHAPTER 4 R-Reexle Mil C-_,ommo _A8
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS NumberotLenee, __ _
Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MAX-4 une Cons lerl'Jeq
REGULATIONS s.e„Irer(PI.IaIgElrlp), Slon%obewor
O37'U. PLAN - 1042
PUBLIC'. iYORh CEMENT CONCRETE DRIVEWAY
i DFPART1.1i ENTRANCES - NOTES AND -NOTES AND DETAILS
WA p Is,8/14/2023
pF Sh
44221
�Ec)sTER�° vow
SSIONAL
NO.
REVISION
:45 An
1/2" LETTERING
.- BOLT HOLES - 3 PLACES
EQUALLY SPACED 120" APART ON
23 1116" DIA. B.C.
\_A
(1) V DIA. PICKHOLE
or 11/4"LETTERING
25" DIA.
3/4"
2 1!2"
I 8 3/4"
(TYP-)
COVER SECTION VIEW
26 1/2" DIA.
25 1/4" DIA.
1!4" DIA. NEOPRENE GASKET
1 V16"
`T U'_ i
5!8" J 23 oro DIA. C� OPEN
^27 5/16" DIA. ^=
34 1/8" DIA.
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8"-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
1/4" 1 1/16"
va„
R1/8"
GASKET GROOVE DETAIL
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 204.50
+,% PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT (PUBLIC) artin PastuChaB/13/2020
"1,oF�E�d998449D... DATE
DocuSign Envelope ID: A9707D3B-AOEF-441F-8140-2CDB48E878CA
CONFIGURATION ON SLOPING GROUND
DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL
CLEANOUT PER STD. PLAN 226.00
10' MIN. LEVEL TRENCH WITH
PERFORATED PIPE, SEE NOTE 1
5'
MIN.
5' ,
MIN. 3 I
Ali Q
0 I
CLEANOUT PER
STD. PLAN 226.00
_TO STORM DRAIN SYSTEM 1
_ _ _ _ _ _ _I
FOOTING DRAIN
BYPASS
51, 5 �J
MIN. MIN. I CLEANOUT PER
STD. PLAN 226.00
DOWNSPOUT WITH CLEANOUT
TO STORM DRAIN SYSTEM
MIN. LEVEL TRENCH WITH
FILTER, SEE DETAIL
'
PERFORATED PIPE, SEE NOTE 1 I
PE
_ _ _ _ _ _ _ _
_ _ _ - _ _ _ J
CONFIGURATION ON FLAT GROUND
PLAN VIEW OF PARCEL
COMPACTED TOPSOIL OR OTHER CLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION
6" DIA, MIN.
ON TOP AND SIDES OF TRENCH PER WSDOT
PERFORATED PVC,
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
SDR 35 PER ASTM D3034
6" MIN
SOLIDS/
� \ LEAVES
j\\ e
i
\
i
18" MIN.\\0
FILTER SCREEN
0 03/4"- 1 1/2" WASHED DRAIN ROCK
�Q
\\0
OR GRAVEL BACKFILL FOR
0 00
DRYWELLS PER WSDOT STD. V)' 2'-5'TO
SPECIFICATION SECTION 9-03.12(5)
\\ O
GROUND
O O O O
i\\ft
24" MIN. 17
UNDISTURBED NATIVE SOIL
= TYPICAL DOWNSPOUT
MIN. V ABOVE SEASONAL HIGH FILTER DETAIL
GROUNDWATER TABLE
NOTES:
1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF
OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF.
GENERAL NOTES:
1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT.
2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER.
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%.
4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 263.40
PUBLIC WORKS PERFORATED STUB -OUT APP
"` DEPARTMENT CONNECTION Martin Pastucha 11/2/2
&1FD98B449D... DATE
k:Admn,,,�-
SURVEYED:
TERRANE
DESIGNED:
ABE
DRAWN:
ABE
CHECKED:
ABE
BY
DATE
APPR
APPROVED:
ABE
SCALE:
VERTICAL: NAVD 1988
111 OI HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1 8:48
20 1
3/4" FLAT FACE GOTHIC
9" DIA -� 5/ "
❑ STORM ❑ c 4"
❑❑
8-1l8" DIA
10-1/2" DIA
(2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA
(1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS
ON A 8" DIA BOLT CIRCLE
PLAN VIEW FRAME SECTION
8-13/16" DIA
u7 L 5/8"
CAST IRON FRAME AND
PAVED AREA (TYP.)
COVER, SEE NOTE 3 -]
'p^
'p^
EXTENDCLESER
EXTEND
2'ABOVE DESIGN PONDING
I
ELEVATION OR PER PLAN FERNCO GASKETED
o
QUIK CAP OR SIMILAR
Q V
d
DESIGN PONDING
ELEVATION 4" STREAMBED COBBLES
8• CLASS "B" ✓,\\�
�\ \�\ \
///���
PER WSDOT 9-03.11(2)
ASPHALT, SEE NOTE 4
4" COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
PER WSDOT 9-03.12(4)
CLEANOUT RISER, SEE NOTE 2
CLEANOUT RISER,
SOIL TIGHT 45" BEND SEE NOTE 2
SOIL TIGHT wYE \ \ �y/ I11111111 11 { I
COUPLER
LII-
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR • \\///\ / / /\ =1TI=III-T-
ROOF DRAIN COLLECTOR
PIPE, SEE NOTE �(-jO( CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
w
IVIII00 0 �
TO OVERFLOW
STRUCTURE OR
STORM MAIN ;�
� MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR
"DRAIN".
4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2. ALL FITTINGS SHALL BE SOIL TIGHT.
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSA0111111111)
11111, STD. PLAN - 226.00
,�.�• PUBLIC WORKS DROSr edby:
�„ DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20C
DATE
Know what's below.
Call before you dig.
CITY OF
RENTON
VASOF
Planning/Building/Public Works Dept.
1 8:
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R-419709
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
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Of
DATE.
STRAIGHT ARROW HOMES N 32ND ST SFR 08/07/2023 =
OFFSITE IMPROVEMENTS FIELDBOOK: B Ur
PAGE: P
DRAWING NO:
R2.04
STANDARD DETAILS SHEET 9 OF9
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