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DocuSign Envelope 10:38183403-7EOAA76C-AD83-4329FFEGCIOB DocuSign Envelope 10:38183403-7EOAA76C-AD83-4329FFEOCIOB
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF UENEPAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET- ALL YHE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED 70 AS APPLICANT, MAY SYRI KE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER. THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL 140TE5 ARE NEEDED FOR SPECIFIC ASPECTS THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HERESY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLIGANr13 CONTRACTOR
2- THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY- STATE AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3 ALL STORM ORAINAGE IMPROVEMENTS SHALL BE DESIONED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDMI. RENTON MUNICIPAL CODE (RkIC). AND THE STANDARD SPECIFICATIONS FOR ROAD. BRiOGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AJERICJW PUBLIC WORKS ASSOCIATION (APWA)_ IT SHALL.BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSK7N OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS- ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TC:
THE CITY.
A. APPROVAL OF THE ROAD, GRADING. PARKING. BUILDING. AND ORAWAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E-G. WATER,
SEWER. GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS 0ROCE5. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND APPROVAL BY
THE CrTY PRIOR TO CONSTRUCTION, THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COOIDWATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION RS IN PROGRESS-
&. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABIJSHEO BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AMC, NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS•SUILT DRAWINGS ALL
UNOOCUMFJNTED UTILITIES DISCOVERED AND ANY CHANGES TO THEAPPROVED PLANS. THE APPLICANT SHALL IMMEDNTELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS-
7. VERTICAL DATUM SHALL BE NAVD S8 AND HORIZONTAL DATUM SHALL BE MAD 433 (WA STATE PUKE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY -
REFERENCE BENCHMARK. DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8 ALL UTILITY TRENCH BACKFILL AND ROADWAY SLEGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2•03.3f14P • COMPACTION AND
MOISTURE CONTROL TESTS OF THE "DOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED -TO MORE THAN 9296 OF MAXIMUM DRY DENSITY-
9 OPEN CUTTING OF ExISTTNG ROADWAYS FOR STORM DRAINAGE WORK 15 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PL AhS ANY OPEN CUT SHALL. B£ RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS
10- ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PUNS OR WHERE
DIRECTED BY THE CITY. THE EXISTING MANHOLES. CATCH BASINS OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11. ALL FLOW CONTROL FACILITIES SHALL RE WSTALLEO AND IN OPERATION PRIOR TO. OR IN CONJtmTION WITH, ANY CANSTRUMoN ACTIVITY UNLESS 0fHDWSE
APPROVED BY THE CFTY
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED REDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIrROING RASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLIW 220-DC, Z20,79. AND
2Y0-20
I a. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5INSIDE AND OUTSIDE.
14, ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FrrTED WITH DUCTILE IRON. BOLT -LOCKING UOS PER THE CITY STANDARD PLAN
204-10- 204.20, 204M. 204.441, AND 204-50. STRUCTURES SHALL HAVE
• RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
• ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WEfHIN THE ROADWAY- BUT OUTSIDE OF THE CURSIGUTTER LINE -
ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TOTHE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-CF-WAY AND EASEMENTS TO THE CrrY SHALL NOT DISPLAY THE CITY LOGO -
IS. ElUILDINOS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDAANCE WITH TABLE 4 1 EASEMENT WIDTHS AND BUILOMHI SETBACKS UN ES OF THE RENTON SWD` I
le. LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOI.EICA.TCH BASIN RIMS
SHALL SE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN
IT ALL DRIVEWAY CULVERTS LOCATED WITHIN CFY RIGHTQF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A M IµIMUM 3:1 SLOPE FROM THE EDGE OF THE
DR IVEWAY TO THE BOTTOM OF THE DITCH
UNLESS OTH ERW i5E NOTED. DRAWING M NOT TO SCALE RNT51
STD. PLAN - 267.00
PUBLIC WORKS SURFACE WATER STANDARD PLAN agIo%dny:
DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020
DATE
_-I1EE"'1E X S/B•D DUMMY JOINT
2' - aD-
3/0' PREMOLDED JOINT FILLER (TY2)
rFACE DP ff FRANE A QRA71?
CURB
l�I-EIE>t"IC��E'-
II-�I1111T�IFI
L�lr�lrlr!
i
��
I/2" RINAWDr[ERIUDRE ROADWAY
I GLOM
TOP OF
W 3• mI REc1rJ� ROADWAY
• p• C b- ♦ a 1-
P ••••• a AWUSTNIMSECTION-NGTINCLUDED
: n' IN WRB AI'lq GU1"IT3N 81DDEA1
CATCH aSSIN - NUT DICE. WED
v - BN CUTNB AND QITI-IER al D (TEN
•b
SE-.T16T4 C)
GENERAL NOTES:
EM NOTE 2
CESIMT CURB AND GUTTER
CONCRETE
1. The intent of this design is to W tt b the removal �•
.of a Catch basin v4th minimal disturbance
Of the MM. -
2. The expansion Joints of the
adjacent aldewelk shall
be -adjusted to be In
r + Ir
Ilne wltlT 81B5e curb
expanslon Joints.
I ISOME41C MLW
CEMENT CONCRETE: CURB - 101•I
PUBUC WORKS RD F:
DEPARTMENTINSTALLATION AT �j
CATCH BASINS
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
1 8.48
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING M A OSTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET- ALL YHE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED 70 AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTE5 ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER TI IF
SURFACE WATER STANDARD PLAN NOTES.
Ia. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES- WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 01 FOOT
AND SHALL ME£F THE FOLLOWING SPECIFICATIONS'
• 4,E;NCHR0CK140-Tt1%PAS5ING;
2 -4 RICH ROCK I S0 -4(]% PASSING: ANO
• LESS THAN 2INCH ROCK 110. 20% PASSING_
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CRY FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BM PS
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED, A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED 'STORM'OR'DRAIN' SHALL HE LOCATED AT THE
PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227-Oo-
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY ASURVEYOR UCENSEO IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION
22. ALL NEWLY -IN STALLED AMC, NEWLY•REHABI LITATED (PUBLIC AND PRIVATE; STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE OCTV
ACCORDING TO THE CITY STANDARD PLAN 266.010. CCTV INSPECTION S AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS. GUTTERS ANDIOR PAVEMENT.
23. ALL STORM SYSTEMS AND CONNECTIONS TO ExISTWG MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-004 311) OF THE WSDDT STANDARD SFECIFICA770N�;
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAW STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED
24 FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED- ETC.( OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITFI STANDARD PLAN
264-t)0
25 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERLIFFS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND70R LIABILFTY
CCNWCTED WITH STORMW ATER DISPOSAL THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION
26. ADEQUATE SAFEGUARDS- SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RI5HT43r•WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SRALL REOUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CrFY ALL SECTIONS OF THE WSODT
STANOARO SPECIFICATIONS 1-107EMPORARY TRAFFIC CONTROL SHALL APPLY.
27 PROJECTS LOCATED WITHIN THE CJTY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPEC IAL REQUIREMENT p6 OF THE RENTON SWOM AND AQUIFER
PROTECTION REGULATIONS IRMC 4-M501.
28. PLACEMENT OF SURFACE APPURTENANCES ICATCH BASINIMANHOLE LI(1S, CLEANOUTS, 1NLETS, ETC-) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, S[DEWAU(S, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE ANY SURFACE APPURYENAHW PLACED 1N A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-EQP OR NON-9KIQ LID PER ADA REGWREIAMTS,
M. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS, PRIVATE SYSTEMS SHALL BE MAINTAINED SY THE APPLCANT,
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4Y.1 A2 OF THE RENTON SWOM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER FLOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTER CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPLIANCE WITH THIS MINIMUM RATE SHALL, BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT COMPL IANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN W HICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE- THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST LS NOT CONCLUSNE-
THEN ANOTHER TEST PER ASTM C1 161 SHALL BE CONDUCTED. FOR LARGE AREAS (E. G.. PARKING AREAS;, TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST- PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781-
UNLE55 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE I N I
STD. PLAN - Z67.10
PUBLIC WORKS SURFACE WATER STANDARD PLAN[ FRI
§RFd by:
DEPARTMENT NOTES (2 OF 2y Aar -tin PastuGhJ/13/2020
•1rk1F �..�n'iia DATE
8• RAISES] EDGE DETAIL 1 BIZMWAkX
LEVEL fat• EXTENE, WDEWALK TRANSVERSE 1••e' T-15, 218'BHI PRDWLDEG JOINT FID-Rt
1rJ"WHIR JOINTS TO INCLUOE RAISED EDGE 4"0UPA:GT::TO
DALVJHERLAPPL]n„gaN.aFOR CURB DETNl3SEE BTU PLAIN 1DI
46,ING ROADWAY
oN i'.i-R-HEnSE'E NAI5FA_-BIOEWALIC UNiTAX-TII183H CRIMEDSURFACMTOPCOUR811 p�OTC;LLCkITMIN. ONPM1CF FO 95LK 1JODIFICD PRO C i6R
I WITH RAISED EDGE IUNLEW REUDLFIDIEWT iv ED 9Y
Irr II R(TYP. ENGnNEERI TYPICAL UNDER ALL CURD,
GuTTIFIR AL 20% NDER
1 q FOR GURA DETAILS CUM aO I TEER OIL g71HICRC�e DR
N 0p 1•'•GL MATCH E?79T81G R M GW CRIIBHEG ROCK
'.vi .' •_ .r SEE STO PUN 161 MATE, WHk'SMGR 18 GREATER SHEryp FOR
pLFT1 ALL CURSEGLITIBR}
1 FINISHED tlRAEE 7•(1N18RpW
FOP DF CDNDitE-[E Sa�i11FACE
ADJACENT TO CURB t••r 1,_a, MIN.
RDu DwG 1fJ• pNy R [rrP.J
ems I "CURSOETAILS
tsy V.
$a1 TD PLAN
eRIDDEPR PEOES�iLAAN� •• • ,I-• •�pVi3'I"
FOR CURD DETAILS ADJACENT TO CURB
lid BIER -ILE WDEH'ACR BEE STO PLAN 101 (STEEP FILL SLOPES)
OOWRACTHANS ALL OR DARMR.
IM' Ilk)R. (TYP.)
RuSH t 1 ti I - SIDEWAIX
7_ax
VERTICAL WALL .. 9 .. .. I�• ": a'
ME DETAIL • . r
11M PREAID[DED�-- ••
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL Ppeiii LDED
JOINT FILLER
FOR BIDE
TREATMENT SIDEWALK WJF}XR STRIP SIDEWALK ADJACENT TO WALL DETAIL
MDVWAt1( (BEE NOTE 1I
CFYP9ECnDkB 77 .) f
t : 13k 'I FOR OURS AN imB
fSXf�eM. SFE STD PUN 101 +
OR
R MATCH FINEXI1 TI
ORI.UTCH EaiSTIDIG
�.
TRODE, RUwELED PER(PEAIMETEA
PINMHED LYUG£ I" IINI tLONI TOP OF COIiGYiETE -r
BVRTiAOE FOIL IND-FLUGH IFPAVi:O
jfl••o- S" il• 7 • •. "� CEMENT CDNCREFE cUm
ADJACENTTCI3UFFERS7IUP [Y� �~ ~ �'• LCURB Amu inurrER s1-rowk}
'. .. FOR CURD DETAILS
SEE STO PLAN 1W
NOTESr -
z 11ITO 1H'
1- Flier feel of the Rldevnik Wft OTTII •: �� _ -
ba the whIraum pedasRlan �i' � ,ICONTRACT"L JOINT ► •' � ,
80c@ bia mute IaVN trod of ventral c • ► . .''.+ Tp •'
and h IL=Led ab5LFUCUone. GraBnge, -'
Awesa Co -am. JlnciloD FLDLL•U$PTH EXPANSION JOINT IN BOTH • I•
CAWBVai*s, Pull BomIs and o&r MM AND SWEWALK({FE STa MM ]CIA
9ppumusst b INA iM binour LhD s}dnvralk `�� •% dra' 4 - CONTRACTION JOINT
mU6I dM INsh WRIT dUfIaOD, anti raatch '
grade or Lhe eldawalk. •- JOINT AND FINISH
DETAIL
2. Marw lthle Cement Conuote Curb and
Sidewalk a not perminM In new For other referenced NOTES Bea • • ' : I ; `q�
constwdLon When reptacamoln work STO PLAN 104.2,
heresslmtesI Mondiffirc Cement
Concrete Curl, build per WfDDT MOT FIT} -ER
Slndard Plan Fa6Iu-p3, Paved surfaces must comply with
5TO PLAN 1OZI as apptleabla. E • FULL-OEPTN
S. Cwlrrete l0 6c 4,11lDO PSI. EXPANSION JOINT
)&�D
BLI 7WORKS CEMEINT COMCFtETE =. P - 102
1:1J TMEN7 SIDEWALK • I JIH2(r II;17.
fr r
��MES
of WASH f �
01) t'�
38285
I STL���
�SSIONAL��
1011912023 I N0.
8:48
FACE OF CURS
_Biz
5112' S"
1i2•ly. v 1'R 124
4 TOP OF
1lZ'R. ROADWAY
1
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
1 rd
•-8 •-- FLUSH WITH GUTTER
PAN AT SIDEWAL1i
RAMP ENTRANCE
M2 124
rLTP OF
112• R• ROADWAY
I
To
I
V-0.
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
aw
&' CEMENTCONCRETE
112' R. 1• R SIDEWALK RAMP
VARIES OR LANDING
FROM
6'TOO 1
B'
}
31W PREMOLDED
JOINTFILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
a 7 ri
y SEE DEPRESSED CURB DETAIL THIS SHEET
124
TOP OF
I 1 1• In, R ROADWAY
T
Y
- i
4
1' • B•
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STO PLAN 104-2
FACE OF CURB
FACE OF ADJACENT CURB
• '.e GUTTER SURFACE
'i0 •r
PFIEMOLDEO
JOINTFILLER
E FULL -DEPTH
EXPANSION JOINT
8 1 ri'
5 1I2' 1'
V R,
N I
• � TOP OF
ROADWAY
1
T
0 1I4-
CEMENT CONCRETE
TRAFFIG CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAY& AND ALLEYS
GENERAL NOTES:
I. Sae slanderd plans 102 and 101.1 for L•1Nb wanslOn and Donvacton Mint spacing,
1. Expamlon joint shad be full depth, 3/8'(In-) "molded Julm Viv,
3, For Depressed ManolPhk Ddvirway Curb 6 Guller S Ian, see Standard PWn 104.2
M. PLAN! - 101
PUBLIC WORKS llliI'AR'I'1v4ENT CEMENT CONCRETE CURBS 11J111, I'l
6
CEMIDIT
CONCRETE
SIDEWALK
DEPRESSED MONOLTrHC
CLERK d GUTTER
[SEE DETAIL THIS SHEET)
TYPE C213 - ISOIWIETRIC VIEW
(COMMERCIAL, WITH BUFFER)
NOTES
1, When a driveway width exceeds 15 feet, conslmd a full depth
expans Ion joint with 3/8' Joint filler a" the driveway ions lines
(68B Sid, plan 1102), Construct eKpanslon joints psr Iel with the
centelilne as required at IS maximum spedng When driveway
widths exceed 30'.
2. See std. plan 102 for sldewslk damns.
3. Curb and gutter shown, other curb deslgm may be apecifled.
Sae std. plan 101 For curb dMalla.
4. Noi used.
5. The engineer will design all driveways to Include eiavalans at all
paints marked wkh symbol "X•. Al elevations are at the hack of
curb top an uphill Side.
6- Not used.
T. For Ddvsway Wtdit am DRIVEWAY STANDARDS
(See N07E 10). The expansion jaft (see BtW. plan 102) Shall tDe
specad as shown In the carresponding %omalrsc view.
CEMENT CONCRETE
CURB A GUTTER
(SEE NOTE 3)
FAeeoFetlRa
BEE _ lr�OFFRET18e17 CUFm 1dETAL
CONTKwr.CN JOINT - e III' ON n=ISHEYT
eT7 FLAN 1C2 a Ur. r .
6 112R TOPOF
ROADWAY
NOTE SIRNCY46lY LIkNGITUOIrrALEAJIa19N
JOKM IeYYL IY FiA-L DEPTH
DEPRESSED MONOLITHIC CURS a GUTTER? DETAIL
8. Slopes shall comply with sections R303.2,1 or R3032.2 or
FACE OF ADJACENT CURD
R3032.3 of the Reviaed TJrLft Guii*Hi s for Acamiibl a PaUc
Rigbts-af--Way Novcmhcr 23, 2005 (PROWAO).
of
Y
9. Curb returns for any Type C-MAX ONeway may he approved an
-�
s -1• R- �U1FAICE
a Case -by -case basis.
,, P
••_1.R
10, STREET STANDARDS - Renton MunicipalCode (RIVIC)
a
TWe IV Development ReguiaUorls
n ,
CHAPTER 6 MEET AND lUTIi3TYSTANDARD.5
SeLt3on 4-6-060 STREET STANDARDS
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMr1ERMAL DW VEIWAYS, AND ALLEYS
DRIVEWAY STANDARDS - Menton Munlrlpal Cade (Rrv1C)
Title IV Dovelopment Regulatlons
Driveway Example: 'TYPE C18
CHAPTERS
R pAFaemrN. wCamnsI - �yJ
CITY-VADE PROPERTY DEVELOPMENT STAN DARD5
Nuo'b r Ki Lenea, -
SettlDn 4-44M PARKING, LOADING AND DRIVEWAY
CMA.K-A Lana Comrnercxq
REGULATIONS
B�L rh r a e awA1, WM* a Suffer
STD. PLAN - 104.E
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCES -NOTES AND DETAILS 1�1_�._ � _ ._. _-- IJI�■I,
SURVEYED:
SCALE:
KMR
1 "=20'
DESIGNED:
SRS
DRAWN:
CVP
ONE INCH
CHECKED:
CA
AT FULL SCALE
IF NOT ONE INCH
REVISION
BY
DATE
A P P R
ACCORDINGLY
APPROVED:
CASCALE
Know what's below.
R - 41810 7 Call before you dig.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATUM
Planning/Building/Public Works Dept.
AS-BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11 /10/22 (DATE SIGNED)
BY: KEVIN M. REESE
11110122
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGA T SHORT PLAT ASBUIL TS
CONSTRUCTION DETAILS I
O
O
C' �V
`J
N
J
O
O
O
1
Q
0
DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
DRAWING NO:
20547
SHEET: ? OF: 9