HomeMy WebLinkAboutR-374605rm
It■
111111111111041,
/W
VJ
0S�s�
cr
J
W
B6TAMOIMIR AD.+ut+ron SEDITION
SSEN«a,
PIPE AuoWANeeS
Size
NAvvw
roeYArzRw
YIMF!
wAINTet
RnNFORMD°R
12,
PUNnCHCREiE
10Yto ITT
w.uETunPE
,r
Pa a
,r
Inro.avac.ea's1
•PMn.wZl'Ia
SDUMWIILWC
,r
@m.aPEc.ao6.filfll
A W W
W Cmcnb Phe
IV
laro.al•Sc.Pastaz8
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
"efORY BEW EA PIPEc � manvx
NOTES
1. Ae eoaropbbb aMmaBwsbtlla rebv Naxn Ftla PPECAST SgBE
SECTION, thea (p6fa l aacminP b Me Sbex aro SpeWmlbne), w
wFe Ilae11 nevY1 a IMNmum gree do.12 aquae Ftlaspa, bat stall
M wE WM Its mWmum aquYeM retest NMlAm H tlN ALIERNATNE
PRECAST BASE BECl10N. WM mash ahalndba plecatl FMa
Fadaub.
2. TM madautMWnelereadl npt pa gaemraaa 2P. K laastel
h.. MkKlrev dYmFhamb 2b' ma&wm. Provbe a 1.6'
mlNmum PD If a1 W ees Ma M«kDai wet mM Ca odsbe ar Vn pipe.
AR«Me Wpake u,flB Ba pap WMNat moMrNamNarim
wen SbMw4 BpeeacD etlon &OO.I
3. Ttamaamdn dept, wn Me MHBN Maki m Me Mrest at. Fvwt
,www.
4. The MI. WBreb mW M eWaeleE WMtle Motto Moan.
5. lha Precast Sere Satlbn may M. a reuMal Ma, aid Ba w-abms)
McIg7e0 daldad124 «nleepar.
S. Ina opeNg" Ire meaexeM at Me by of Me pre®9 tease saibn.
T. Al plobq Boma Ma M Sreuel fall after Me Main las Men Places.
S. Ngetle ragsaM caeLIOe MALI tea Mob nl0MNlnaaadMKe win
BbIMW SpaJM.albn 806.3. I
STD. PLN - 200.00
" PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT MARCH 2008
�u.,enna.
e
Size
Mi.. Etat
between
b"Is
drower Pipe
cone., LCPE, CMP
(Blamemr)
12' to 24'
17
Pee.
Sw e.YE
eve
10Yto ITT
48'
Pipe -arch
metal onN
(ate)
18' to 36'
ax°Pi°i0Y°
,oaYwwew.aN+A.e
•PMn.wZl'Ia
148't0 188'
48•
REV/SED PER CITY OF RELATION COMMENTS, DATED 06/12/2014 BML 06/27/14
A W W
W Cmcnb Phe
RENTON PLAN REVIEW SECTION AND THEAPPLICANT
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
ENMlrq tw PWleN Nw
S`"""
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
3.
LII
1. Ha MeaNlam auprytutleldrtale,
L HmgbmDlmtlarMucM1ae
TRENCH BOTTOM THE TOP MATERIAL, AS
A Ca WMEngmaeNllo8696 mac Men&p MllxBy
WELL N COMPAOF CTION
PLACEMENT AND COMPACTION OF REQUIRED BEDDING
NOF REQUIRED
overIW4bmpP
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
-
b0p,
a, aa �®Pdiwl erd PleprelMaTlel,af N ynBay
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
+aware Magnaua.a4.awsoonglxvA
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
apol.TWOmPeeadil Waaad l,6q
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C-, WITH THE
apWna. TM dpe.nlle Wll De BarLtlwln WdM.
RELATION PUBLIC WORKSS DEPARTMENT. IT SHALL BE THE SOLE
TM mwmum marebwMM eNe Ia 131.o.�te•.
��
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
b. TIeItlIGGAB eMAwlrnb'BKYlNry SMq-
aYwOWO
a°�".a.aeeva
w,ngW
TnlNbe' In IFe a eNlery stews sesta a Ba
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
W 800TIAP Wq clpq®M geyrAallau, u«q IM
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
mtsalump NIh t•pa CMmete-
S•PIM.
Na11MWflee
MmIaL
dWlral WluaM InW MWiL melabl.
Melmi
ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
4.
Baaba&Mla, apbe
e. Spaadffie
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
WSDOTfa
SatllDn d ua wsoonAPwA Naqua aDaNB«Laa
DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER
M1xlnalreleXel W9afi«Bw
RIpH PIp NOFE6:
1. PCa amPaNn WBYNgxnmtlYSBlnaafa Pp
wMldlmbenamMnNrev. FappmWlb,
F e wail. Ba Iv ImNd Far d ea ppe plr,paelm
am.NYBB.wwNdBaew.
2 NeYYeM WMIlm lapaMlAaMdaPNaito
F.bYl FewzNF®WMOvbIA
9. CmvWe dp WMdapYd IeYlb«mYedY M
FSY1Nbm,VmwM A
MWP
t CmM I#& IbNawiN 6OIFNbonaANN
NFNYYawm ppjlnA
b. O.0. 4aOW bMaaWMaMWIW tleppaaa
aWTMe mvf dNPevda Tronw.baesro.I W
OD. WM 3 maanum SIN MO.0.1RMO.O. e41Sb
3':YW WA WNYYN[sual
• i'PMJNIWn 1YMIaOa4Y W aWYB.vyO
w•. 2+o•r«amaW. Derrnln4YaM.Puw
geslwa.f5v.
® Bet'MII melenN lMaaMln o.s lope myenW
bW%nmlmum aYW .
aanpeclW IY
® MatlgaSaCm'nped4n NISOOT/APNA)
Naqua apadeaBena.)
Pipe
Size
Mi.. Etat
between
b"Is
drower Pipe
cone., LCPE, CMP
(Blamemr)
12' to 24'
17
30'1.W
BIam. 12
10Yto ITT
48'
Pipe -arch
metal onN
(ate)
18' to 36'
IT
43'M 14T
span13
148't0 188'
48•
PUBLIC WORKS PIPE COMPACTION STD. PLN - 220'00
DEPARTMENT DESIGN AND BACKFILL
MARCH 2008
� 4<
[ /
3
PMYE AMD VANED OMTE
ePENoma
CLEW eURFACE.WaeDiieY IATA ".
PRWIOE VH6Q4MC«IrACr. �� 'I %�
iXE811PFADEMFA «TEB.VEfiECIbN NU3r �.% .'
aEDRaB,m TOTHE eonouARFwW WE
aW1191WNrnECIKW. ADJUl1MEXT
SECTION
I\ r h
-BAtEtECnON
NOTES
1, THECOVERORGRATINGOFACATCH BASIN SHAU-NOT
BEGROUTED TO FINN GRATE UNTIL THE FILA
ELEVATION OFTHE PAVEMENT, GUTTER. WGH, OR
SIDENALK IN WHICH IT IS TO KEPI %OED HAS BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY THE ENGINEER TO GROAT OR GMTING IN
PI aGE IN ACCORDANCE WITH STANDARD SPELIFOATION
7-05.3.
2 SHIMS SHALL NOT BE USED TO SET FRMIE TO GRADE.
THE WE OF SHIMS IS PROHIBITED.
3. MORTAR SHALL BE PLACED BETWEEN MUUSTNIENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE ME OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED TO CREATE RUNNING BOND OR h
BOND.
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
A A DEPARTMENT MARCH 2008
lr .,j; aENavr, rrR
A i A W,ua w,IFrE
> ,1
�% � wv�aaa�r:I�xaWA
J N IPNp1P
- aREWVAIEIR
uTwaAnIN.AIFADaw
B B
J
>^iwi�}/ �4 ;` �� •..•� riyN
e�rr
' w`1
-
WFNL�r ^Wa
sumNAaDwpam4.07W.AT.
'
OR maFCf RPE
wo wm
- - PERMVFMW CIIAILOYl OETAR
N.TA.
GLINaWX-APFAnWN
SECTION 4A
AINiv PPFin=3. a1
uawanwl
XIGNE0.
i
Y
aeaaaaair W M EIO R MDf M W N ar16.
YWFDRYZL'8ra2
MLEQEAMARATEW Wt.ePAGE. AT OYBFN9,
J
au as PPSecnox EE
PtlEENre
NOTE:
Mm. PIPE SZE a'O
PIPE M&WRMLS ALLOWED: PJC. LINED CPE, TRIPLE WALL
PCLTETHYLENE,
D) (IF NEEDED FOR STRENGTH}
PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN STD. PLN -226.10
A A DEPARTMENT COLLECTION SYSTEM
CROSS SECTION MARCH 2006
TOP
1C
NOTES
I . TNS Sema le aesMnea W acmnMwx e e 20' * 24' Tales or
mvere
z ProWMetwohd In Meh Mdareve wWaM WMt
e 5TW-11 NC s Y Nen heed raVnOaW.
F
menuffacbreNLomactu.tdaxn Ndp velure amag Mirterel8
.
x Wwto Slate Spedfiwaal .16(2)breaBiB
renalraaente.
SECTION O
SECTION
DETAIL Q SOLT4XI M= MN DETAIL
PUBLIC WORKS RECTANGULAR FRAME STD. PIAN -x'00
" A DEPARTMENT
MARCH 2008
SURFACE WATER STANDARD PLAN NOTES
4
N
SECTION 0
ISOMETRIC
PUBLIC WORKS
DEPARTMENT
SOURCE:CITYOFRENTONAMENDMEWSTOTHEKINGCOSWOM, REFERENCE7-8
MYLARS BML 08/13114
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
L
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
.ell RENTON
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
WATER UTILITY.
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
2.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
Planning/Building/Public 1%)071(5 Dept.
PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
REV/SED PER CITY OF RELATION COMMENTS, DATED 06/12/2014 BML 06/27/14
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
,1T�
F IMA dE N]
RENTON PLAN REVIEW SECTION AND THEAPPLICANT
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
REVISION BY DATE APPR
S`"""
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
3.
ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TRENCH BOTTOM THE TOP MATERIAL, AS
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
WELL N COMPAOF CTION
PLACEMENT AND COMPACTION OF REQUIRED BEDDING
NOF REQUIRED
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
I
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
WORKS ASSOCIATION , AS AMENDED BY THE CITY OF
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C-, WITH THE
RELATION PUBLIC WORKSS DEPARTMENT. IT SHALL BE THE SOLE
EXCEPTION OF PVC PIPE.
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
I6.
STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
I].
ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
4.
APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
DOES NOT CONSTITUTE AN APPROVAL OFANY OTHER
STRUCTURES ASSOCIATED WITH A PERMANENT
CONSTRUC77ON (E.G. DOMESTIC WATER CONVEYANCE, SEWER
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
CONVEYANCE, GAS, ELECTRICAL. ETC)THE SURFACE WATER
18.
BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
SETBACKS LINES.
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
19.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
PAVEMENT LEVEL.
SURFACE WATER U77LITY SECTION.
20.
ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON
5.
A COPY OF THESE APPROVED PLANS MUST BE ON THE 708 SITE
RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
WHENEVER CONSTRUCTION IS IN PROGRESS.
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
6.
GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE
BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
HOURS OF 7 A.M.TO7 P.M. MONDAY THROUGH SATURDAYAND NO
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
WORK ON SUNDAY 15 ALLOWED, UNLESS OTHERWISE APPROVED
QUARRY ROCK PLACED TO A DEPTH OF ONE (I) FOOT AND MUST
WITH A WRITTEN DECISION BY THE CITY OF RENTON.
MEET THE FOLLOWING SPECIFICATIONS:
Z
IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO
4 - 8 INCH ROCK / 40 - 70% PASSING;
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
LESS THAN 27NCH ROCK/ 10 - 20% PASSING.
AND APPROVAL PRIOR TO CONSTRUCTION.
21.
ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
8.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
SHOWN ON THESE APPROVED PLANS SHA NOT C
LL N BE CONSTRUCTED
BY THE CITY PLAN REVIEWER OR SURFACE WATER SECTION.
UNLESS APPROVED SET OF PLANS THAT MEET ALL
ACCURATELY DIMENSIONED CERTIFIED DRAWING F
LTDNA O
REQUIREMENTS OF
M 4 THE SURFACE WATER DESIGN
THIS D TO
THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CIN UPON
SUBMITTED E
MANUAL ARE SUBMITTED TO THE CITY OF RELATION.
O
COMPLETION.
9.
DATUM SHALL BE NA VD 88 UNLESS OTHERWISE APPROVED BY THE
22.
DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE
INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
NOTED ON THE PLANS.
INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
10.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
FOLLOWING:
STORM WATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
A.
EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
REVIEW AND APPROVAL.
ELEVATION ON THE LOT, 50 AS TO SERVICE ALL FUTURE ROOF
11.
ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO
PROCTOR.
RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
12.
OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED
APPROVED ST CONVEYANCE SYSTEM OR TO AN
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
APPROVED OUTFALL LOCATION. L
C OCATION.
SPECIFICALLY APPROVED BY THE CITY OF RELATION AND NOTED ON
B.
OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
FIVE -FOOT -HIGH, 2"X 4" STAKE MARKED "STORM" OR "DRAIN".
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION
THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE,
STANDARDS.
AND BE SECURED TO THE STAKE.
13.
ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
C.
PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY
DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS
MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS
TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE
PASSED.
DETECTION.
14.
ALL RETEMION/DETENTION FACILn7ES MUST BE INSTALLED AND IN
D.
PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE
Sa0aMM
BEYLER CONSULT.
srnF
I„_20,I'�y'IWt
J�/1POI
9
CITY OF
3
MYLARS BML 08/13114
WMdEM
BML
.ell RENTON
�'
2
REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14
dAP
DATUM
Planning/Building/Public 1%)071(5 Dept.
1
REV/SED PER CITY OF RELATION COMMENTS, DATED 06/12/2014 BML 06/27/14
aFaEu.ML
,1T�
F IMA dE N]
LA0.
REVISION BY DATE APPR
S`"""
wRaDAo-
LCB
112"Pl,
BOLT -DOOM S�LM DETAIL
NOTES
Provos Awa side F Mia gab Met are va8mly aeSneM
W M Ma hdaa F Ba fnrre. LapeSDn of bM ldwvn slob
varies alnolM 4Ma«B maabaA«s.
2. Ref«to SlaNarMSpocEmBon5LS15(2)braMti
regWreIIWW.
x Unlea aUNIwNe spetlfNM, vMaM SreteaalW tee uses WM sINMaM bare
In Ba Basel wey.5uw«MwM«. vane4 gems dal rbt tea bamM
W Wn aWNmW. UeevuNM gabealaOlalatl aNa
ANGULAR STD. PLN - 20C20
VANED GRATE MARCH 2008
SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE
LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,
TELEPHONE, TELEVISION).
F ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND
MAINTAINED BY THE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS EXCEPT FOR SUMP PUMP DISCHARGE LINES
USED
70 DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED,
LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST
DEMONSTRATE ONE OF THE FOLLOWING: THE EXIS77NG DUFF LAYER
SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE
MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY
PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGA77ON AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNC770NING AND MAINTENANCE OF THE SYSTEM PROVIDED
DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY
IN CONNECT70N WITH THE PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALLREQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECTLOCATED WITHIN THEA UIFER PROTECTI(APA)
A
Q )
SHALL COMPLY WITH SPECIAL REQUIREMENT CT OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
R-314605
CITYOF RENTON
APPROVED BY: : � aL�
APPROVED BY: /
APPROVED BY:
APPROVED BY:
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
NOTES & DETAILS
Ct): f2 .moi')V6 C
EMI-
DATE-
DATE:-
DATE:
ATEDATE:DATE:
ovTO
5/6/2014
'E"'E W:NA
PALL NA
DRN.D C5
SF£D $ W 7
NNA4