HomeMy WebLinkAboutS-286503S.E.1 /4,, of SECTION I b TOWNSHf P 23 N., RANGE 5 E, W.M. � 1 � � A CITY AOF R RAIN
s A r STORM WATER DRAINAGE NOTES
AAVCM[xl l QIrT[R
on I o' I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRELONSTRUCRON
S.D.M.H. NO. 3 -TYPE II -48" P�nm MEETING MUST BE HELD WITH THE CRY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN
a \.Z, / ry I .( (M X, a ) 3_. _3 .. = SAVCUT [ ,E. Municipal I Cmstruetl be in prepared nc with the end i nc f the"can Public k G w SOLID LOCKING LID ✓ _ w
RIM EL -&27. MATCH EX. GROUND (� 3 2. All construction shag ha in accordance with the colt±± ditidn of the "Stardatb Specifications for Rod, bridge and
-. ..... �.. • :. Works Association (APWA), as
G � .� I.E..2••4" SE -SW - 55-;2 _
p \ �' p• - S Lg amended by the City of Renton.
tom, �I �1r1' /� \ 09' 3. The storm drainage system shall be constructed according to the approved pl�u which are on file with the City of
�A)j EX. SDMH / \ 1 \ 1st Renton. Any deviation from the approved plans will require written approval from the City of Renton Development
S.D.M.H. NO. 4 - TYPE II -48" I.E.=54.98 QS / ?p� 7 F ARTERIAL STREET MINIMUM 1 I NOTE, Services Division.
( P 3•' CLASS 'B' A.C. l MUST MATCH EXISTING THICKNESS
w /SOLID LOCKING LID / �x+ 4 A.T.B. J IF GREATER.
RIM EL =i O (MATCH EX. GROUND) L 1-3 ,���• i 7 \ �gOIT N 732 J 6•' CRUSHED ROCK 4. A anzy of these approved plans muse be on the job site whenever ealutrrtetiorn i} in Progress.
EX. I.E. •IS '(SE -NW)= 56-04 S(c •O ry S• 5c'
7? 5. Datum shall be U.S.G.S. unless otherwise approved by City of Ramon. ReRrenee benchmark and elevation are noted
(!f NEW I.E. 2si NE =596 SG•O / F TOR Ge!7 \ \ ® RESIDENTA[L STREET NIN[MlF1 on the plans
w NEW I.E. 12 "�SW� =56 A85c•3 3 S \ 07 4" CLASS *B' A.C.
e FI ►., oRc \ 6" CRUSHED ROCK CAIRB BEPI-fiki `� M 1.IC-
f1+ Ery CONTRACTOR TO VERIFY LOCATION, PIPE SIZ p '(/ F.F. EL-6-1.6 FN)- IAI \ 1 O00 6. All sfa itorily aintainidn until most be in operation prig a clearing and buWrer erosion has pas and they most be
�I & I.E. PRIOR TO CONSTRUCTION OR ORDERING 0� ®N MIN. \I FF�C 63 satisfactorily maintained nest unt l constrction is completed and the potential for on s h eras on has pursed.
® 1� OF MATERIALS. �'�`L r vt-5 7�SS 1\ p` 7. All rctention/deMmion facilities must be installed and m r
4 Y pp Y opmew Services Division. to or in conjunction with all construction
Pen P�5 / ?3 F ( q. - 1 F.F. EL -62.5 \
activity unless otherwise approved b the Dcvel
s,r xss Fk 7 MIN I \ \ S.D.M.H. NO. 2 - TYPE II -48"
IS• F ® pV 3 qg 8'• R. Gmss scod may be applied by hydresccding. The gnaw seed mixture, other than City of Renton approved standard
$ A y C -B. N0. 2 - TYPE I yg`.L� IN
S7.0 R Rl[' !OT S 20 q 0'V -'),0 STOR / RIM SOLID LOCKING EX. GROUND) ✓ mixes, shall be submitted byaLandswpcArchitaY and appmvedby the Devclopmcnt Services Division.
k Qyt1 `� w /SOLID LOCKING LID // gSfIgFN Rq /N Bey 9 SS �Sn� M !IN \ / / I.E. 4Ae(SW -NW) =e . 7 Aj5 .9 9. An pipe end appurtenances shah be mid on a property prepared foundation in accordance with Section 7-02.3(q or
ny RIM EL. =62'0 MATCH EX. GROUND \ i 4f ST O F 2 / the anneot State of Washington Standard S ifrcation for Road and Bridge Construction. This shall include
( )(L'j •1D I p• 7 h q. STO \ / GJ / ` ®n SW necessary leveling of the trench bottom or the I co
A I.E. 12 "(SE -NW) =5&50 559.7 S 6 27 %8 Sj pR /V / 0' 7x) RM \ O (� NW rY n8 top of the fwndation material as well as placement end compaction of
4 • 8 .6 I \ OR q 0 !mv C' f required bedding material to uniform grade an that the entire length of the pipe will be supported on a uniformly dense
? \ ® / unyielding base. All pipe bedding shall be APWA Class "C ", with the exception of PVC pipe. All trench badfill
V "mot 7S qo5 _ ` \eMF/v R \ <o \ / ey °�/ shalt le oompacted to minimum 95% for pavement and structural fill and 90 % otherwise per ASTM D- 1557 -70. Pea
gmvel balding shall be 6" over and under P.V.C. pipe.
C.B. NO. 1 - TYPE I I.S39, \ \ /! l0. Galvanir<d 0.1 i and aluminized M.1
STA. 2+63.79, 8.5LT.(PRIV RD) I Pgvlrp \\ APPROXIMATE pipe pipe for all drainage facilities shall have asphalt treatment BI or betty
GR. EL. =620 43.9 @ EMF S \ / I.E. = ±55.33 inside ar•' •..utside.
I.E. 12" N W =59.70 ✓ / �- 2 Nr� EX. 18" SO 11. Stnncturs shall net h permitted within 10 feet of the line or drainage pipe, or 15 feel from the top
La Low( l�!t!T '1 @ C / -/B. )3 5 Z�/ ofmay chancel bank. Omni spring n any PROPERTY LINE
ICI F.F. EL =6Z _
c'), � - +Cq /NN. / 6 'L � '� r � \ MIN.
rQA `0 / % \ I 63 12. All catch basin grates shall be depressed 0.10 red below pavement level.
r"s z o- o %7 O I \6' 2 •/ ��= �' j \ \ 13. Open cut road crossings through existing public rightaf-way will not be allowed unless specifically approved by City
C ® H o ^ p F.F. EL. 6Z.5 / �r���/ \ / SS S - - - - - -- - S.D.M.H. NO. 1 - TYPE II -48" ofRcnton.
0 m e ,�� (VO \ G�(�� / �F T.4 w /SOLID LOCKING LID 14. Ruck far erosion protection of -bide diletes, where required, still be of so:nd quarry rock Iced to a depth of I
x - . l v / 73, RT' Ix P cR q •r.. pa deP
L o ¢ \I pS S / Q �i / \ /F '6^o S3S O RIM EL -=fi" (MATCH EX. GROUND) (.7j.0 foot and must mccl the following specifications: 4 " -R "/40%70% passing; 2 " -4" rock/30 %.40% passing; and -2"
[� >FF Tq / �o/. / \p ® LC O EX. I.E. 18"(SE- NW) =55 d2 54.4 ock l0 %20 %paasi g.
Z`2 ?`f" (T Ox / NJ �� /� 9S` tv !O` ®? Dh" If "NEW I.E.24 "(NE)= 55.32 54.3
, 3 UJ ( !F �6^p 9i5 / 1 /O Sg 09 N IS. All building downspouts and footing drains shall be connectd to the storm drainage system, amiss approved by tha
; O 6 \ / o /� / gyp 49 CONTRACTOR TO VERIFY LOCATION, PIPE SIZE Development Services Division. An accurately dimensiawd Certified as-built d. rg of this draimge system will be
("'0 �e r �4 0 . ® rF �y/`�7 & I.E. PRIOR TO CONSTRUCTION OR ORDERING submitted to the City of Renton upon completion.
Q, OF MATERIALS. 16. Iss -tee of the Building or Construction Permit by the City or Rmton does not relieve the owner orthe oamimnmg
�o I R SER yY
TRACT "A" legal obligation and/or liability connected with starts sum ce water disposition. Further, the City M Renton does net
\ E \ N� vi�!FAe / 4 \ F.F. EL. =62.5 accept any obligation for dw proper functioning and maintenance of the system provided during cornstmetion.
m� \ _= I 1 9g �\ MW S.S.M.H. NO. 2 -TYPE II -54"
El I e - n. 'De Contractor shun be responsible lien providing adequate sareguar i, safety device , protective equipment, flaggen.
F. �. EL. =63.0 1� ST 4J SHALLOW MANHOLE TYPE B ' and any mler needed sell.- to protect the lik health, end sur ty of the TuNio: ands. proect property In ouuextion --
a o >;3 F RT ' 7z • a STA. 2 +74.84, 5.0'RT.(PRI V. R D)= wire the perrom un a or work award by the construct. Any work within the traveled righlof -way that may imemrps
-6!. � 00� / h0 STA. 1 +70.34 (SAN. SEW) SCORE LINE rwrnnlni ±collie flow shall regains an AI'Provd tnflie eaNml.pinn by the Trnnstrortntion Division. All nrxtdons of the
o� < C \/ 0 RIM EL= 62-4fS G2. 4l ], ,.. W.. c.. U. O. T. Staamrdsptcir, tiolrst�l7- 23.Tropiccamral,anonapply.
Ox �i O \ ®2 / n' I.E. 8 "(SW) =58s3Q 511.9' EXPANSION JOINTS U�y -•-1.
= Fp0 F, �6 p� R8 / U s��,,"_ S8 09, SEE NOTE 2 I Ill. Speri.l drninnge ne morres will be rtquiro d if the project kaolin is within the Acpnircr prmcmkm nrat.
i Opp Qq'`G /y \!OT S8 Z09, m / �G ` P `M •`q werrr�LL SIGN INDIGAnW- TIgAT Y • n" •• b� DETAIL A �rr
�?% Q /N 77-115 LOT (T'RAU \A) IS IA[TENOEp ONOLfTCm CURB BO% WITH ONCR STEEL DIAMOND PUTE 91f -STALL METER BOX AT i
I-
pF FLT. ,� / GOT �$ APPROACH y(iH 12•x 22' CONCRETE METER YI
3 Q \R\ -A / ^ (3. / $ FOR FUTURE• RES{DENCE. M SEE NOTE 5 COVER EQUAL - FOG TITS METER C I PROPERTY TER RIGHT D< MAY t
\ �' ry e 1 G a^ a[Sl acxN.c SEAL CO. B -10 METER BO%.
e / ryl \ / V IC l�le•• lo•• Coxx[RCIAL 34 .6" MIN I I
F.F. EL. =63.0 InWSIXIK FlNISM GRADE 9• MAX I SDEWALK
MIN CURB AND GUTTER SEE DETAIL '!A"
SHOWN HOWEVER,
\ / OTHER CURBS MAY L- '
\\ X. SSMH \\ BE USED (SEE SECTION a -A - 21' MIN
��V�` STANDARD PLANS) COVER WATER METER TO BE �12' GIN
sll R11�EL. =64.4 /S h / "'0 g �( G� 36" MIN COVER. - L SUPPLIED BY THE CITY 36'- MIN - COVETS
® I.E. !6.97'•. \ Ss, $� (v= .___ TYPE FT - --- -
g y h C \.� M 1t, (C COPPER "TUBING
\ \ ($� )(, W\ y, �"•j SIDEWALK DRIVEWAY DR ALLEY 2 -1/2
It, \ \ 67. y> I >` .. ...�./ �t 'F} \ �+ ''CGS h�, z4. zo- A NI 77.C5w- 4t-33G (FOR 5 3/4' METER
);' � a /ZP y} Y. ,a. !• k/y zy rc :W DUCTILE IRON LOOP DOWM TO CENTERLINE W 72- ISW -M -"GG -(FOR 1- IETER) )
, ra 1l. WATERMAIN OF WATER MAIN TO PROVIDE BOTN INLET AIA OUTLET WITH PACK JOINT WITH GRIPPER.
/ �w \ / - _ J W4 / 3/H•' EXPANSION a so-Ja x,4'MS SLACK IN COPPER SERVICE PADLOCK WIN GS a1 KEY VALVE SINGLE CHECK VALVE
\�__ b` .�� JOINT$ •Vet•. LINE TO METER.
/ ON OUTLET. \ \ SEE NOTE 2 SEE NOTE I / s CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SMALL BE WITH GRIPPER.
�/ SIDEWALK THREAD (CC). PACK JOIN (1(3/4' FFIODO) -
/ �Z \ \ \ ' / IF SERVICE LINE TO HOUSE IS TO BrE _
INSTALLED IN THE FUTURE INSTALL-
\ FORD C14 -33
'•- - 22 -1/2' FlOT . M
COMPRESSION ION COUPLING
N EW WIDE
E p V1 CA-) COT d DRIVEWAY. S \ \� .. Ili' y EXPANSION JOINT 3/4" OR 1• GALVANIZED PLUG
BF; dN 1� E Q RE.SPI..ACF. r_x1 .. "� \ \ FOR SERVICE FROM EXISTING STEEL
oV $ Q SIr-_W l rr_ PEIZ 6 �+ /� \ ..\ NOTE, I STING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS
a �•s`. C'I� �" ' A L \ \\ 1 NOTMBEJLESS THAN 3/116 "PLACED N THICKNESS ND SHALL EXTEND 2 -1/4" S DEEP IO' C /C. THEY SHALL RWATERMANOU INSTAL
L DOUBLE STRAP SERVICE CLAMP
` //O F-I: \ \ ' 112" T14{U JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH. EQUAL TO MUELLER CO.
1 ' fFC� F00, 'L-C/ 7� 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED rl 1 q
LP 4. AL INTS SMALL RE CLEANED AND EDGEDL 3f4. Y V• peep' seizu lG�,
i OF p� �\ 6 5. APPRO SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER. BUT MAY BE POURED
9 SI,,WOL)T' F�rIST. 4,j. INTEGRAL: WITH STANDARD CURB (SEE DETAIL "A ").
o S. S.M.H. N0. 1 - TYPE II -48" ASPHALT. FI L WITH �� \ �6 GRADE CO CTION SHALL BE 95% MODIFIED PROCTOR.
CRVSHED
STA. 0+04.50, 0 +04.50, 5. SEW.PRIV. DR.)= PPFOH WLTV4 MII.1i �\\\ \sue f
STA. 0 +00 (SAN. SEW.) DRI�[EWA CURS
y. (P" p$PFIALT i-1f3f M k.
CO RIM EL.= 6�3 (MATCH EX. PAVEMENT)(„4.31 �{� - - NEW I.E. 15-(SE-NW)-57.04 57.2 ✓ \\ R r
NEW I.E. 8" (NE) =57.62 ✓ OUfk,, cor. 63 \ t
(TER C-M SN. Dor. u Oft ZS) >} RE,PLACE Furl L�JC IS SS n ': '^ -;e'v � ^ V CT G ® 4 S
CONTRACTOR TO VERIFY LOCATION, PIPE SIZE C(JR5 d st1. \ \ C
& I.E. PRIOR TO CONSTRUCTION OR ORDERING PER cLTy sn-re.
\ y G�- S
OF MATERIALS.
Ste- ONBR FxI�tTNG SEWER NsAIIJ \ ,A •� - - ..
POUR BOTTDI•A. It.J PL1C.E w/ GHAJ- +r3EL5. ,•r y.
REMOVE F_clSr. PIPE nFAMEhIr NFT1='R ..,....,..s .) �.`•.c o,.•. .4g5
lN1_4_ TDPc APPRDVPd_ . \ EX. .SCt�f _ C 2 T Y C? F 1>1 E N T O N
N RIM EC-3 58 LAND
ES J.UgF I.E. -Si.4 C1. W, nl�9a►+ 9L3 34t45 DEPARTMENT OF PUBLIC WORKS
VtA aai
of*ukF CONCRETE MON ISS R ®AD & UTILITIES PLAN
GRAPHIC SCALE W /BRASSIE IN CASE S\ ENGINEER: v 4-A'
1.0 0 10 20 40 80 ELEV. =63.15 FT. JAE43ER ENQINEERINQ CONw SHORT PLAT
f s1� 20 "' l lO "T0 04 FOR RELOC. I'veu� ro o0 9419 South 204th Place DESIGNED: JJJ
` � DATE: 2,±'41 X00 FILE NAME: CON- ENG.DWG
I uses Insist T/1 -17- �86t (1x Asa) /SAL �G y�IOI Kent, WA. 98031 DRAWN: DGL
O -2965 Phone No. (206) 850 -0934 CHECKED: Jd.I SCALE: 1.020' FlELD BOON: PAM.
O rCD -9L• 1 in = 20 ft. EXPIRES: 3 100
Z -2 2>61ii
F. REVISION BY APPR. DATE Fax No. (253) 850 -0155 APPROVED: _ SHEET: 30E-- 4
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