Loading...
HomeMy WebLinkAboutR-389619I I I I N X X O U IY 00 00 n 0 U In a N 0 0 N 0) E \ 0 0 CD I O N V) 0 / O N i 1n O O O N i In 0) iT 141513OPM BYD fTEMONCIJDES S.DEwIVLK RN.IP&i r B'MNi VAR !T!I IfD IES_ Ltlll: IAIP #I'►•hG pRlva:wAr REo,lrleo 3e' ERPAN IM JOINT MP.[ S l'> 11RLM9GN 141kT jMP I I6EE &T`7 10D [9iPE STD AIwIi 1x71 GOrocRETE ' SIOEWLX 0 CONSTRUCTION DETAILS L WMR�iE'fF.. P DEPRESSED M( ;� � `� • CRIB 4 GUI`T1;R MME1tCrJ4..`p to L r1 Q I TWO PIECE CAST IRON VALVE ,per ,'rye • `` I I II � ROADWAY s�NDiER — ER SURFACE UT ER r f� 1 �tNl WITH REGULAR BASE SECTION L LENGTH TO FIT. O 04 N 2" RESILIENT SEATED ly- i�A/P GATE VALVE, SCREWED O _ 2" GALVANIZED 3wi CAP WITH GASKET PIPE 12" LONG 00 2" CLOSE NIPPLE - 2"x2"x2" TEE AND 2" CAP n _11 'fiIBi�4til�.-}iiL�f, S�n3'�1.4't�.d�p'1 AND 2" 90' ELBOWAND f a 1 0 00 . o'o oq,Qo 0o a . o.00 �oo.a:o 0_o' 2" 90' ELBOW INSTAL 4 MIL POLYETHYLENE 18"°- °o �000 I �,�r•1}�/� �11j mss•}' IRHE1 7 I \J�.7�0WE 1 E D o 0 04 0 Jtl rl° u i 3Ci I Y,t. faint filler along the driveway ienalinas r ee IX luz r�sfruct expansion Joints paralle(y__V Jhe - - ,'t,�p! 1_ tnaatlrl?�IT� BpacvMhen drlvexta,� ;rc4r±' AL 2 W Y = W Y R SED--ICIJR�DETAIL, 10 CU. FT. WASHED GRAVEL PASSING A7 kSkS1M_NTIAL 6Rt0MMERC D IVF kA_'f N5 ALi I;YS 1-1/2" AND RETAINED ON 1/4" 'GENE" NO�aSE aSE W Y FOR DRAIN �'IIpion '`1avl�itie+,uw�lk.tietalfl Iµ L= I I RAMP WY" I]H Iv { _ COIISTRLrfCEMF EE SEE NOT[ ]iT Y:DPI�f�IE � CUPA &OUT11FR = � ��k��;l � �'d Y�'7!. T 5LWE n"YP 1 I!= UO'M 31 �PILf�11�I'. SK 1A1kk"k P�1 i PUB CI WORKS - - W-19, - C N �N� U, 5-i' C0K RA(:Tr"J0RJT r W1 ! SEE SPLSII _ ( m � PLAN VIEW - z w 7 lv q srYOVVIS C / C7 a 0•MAx sIMIIaIFtI IEEE NOTE el &I��w('1►4� all, driveways to Include elevatlflrls Si all df y.... b©9th k# 9 W. All (elevations are at r Gr Zlmmrfman, Public Work$ Adminislrata' W i 54 A4.. S`F YYt3R A I1g1 �� � of z 7) O J—f, GEPP.96CpCLOWLJ9I.TER t O i�.irr, Rhd eeQ pi21VEWA1r STANDARDS 10IT "ll. rasion joints (see std plan 102) shall b6'. j EENENI LtlNCl1[R -•t'F�I. #RHD E31 L� � -kP ,.'��71oormsponding IsQn1wr-view, � 'JN06EeN+S LA'f1N✓yi'H7iJOAf iI�l ... soEwhLlt U) -PWM1LIM,11 s.v+nerwer�Ja ss ax � 4 y. ,;� T1S`R-303.2.1 er R303.2.2 or uidelines foT Accesslt tel'ub4 . „•. ao^€1s „ y _ • � . ; • • . • , .., _ • .... " - �t�1�,�ti Tf � a� (PRaWAoj. , - I U W LINE '' LIJ fi 511approved'on F_ Z O Ld (D L 6 QC Il9t►TIS _ tY�BG►xlT _ raffia sl+�''1w;8�. 1J�'�, �`�i��'�ltentartiTVtunklpalCade((#MC¢ �.�5'3>x P �P' s�'�'�- fz�mCPpment ftegutatlpns I For INCITES see STD. PLAN 104.2 tWI 41, EET WD UT'LITY 5TANOAM ICOris�-�3,�1`�EE'I' SFI�'AR05i i� �r, p pp ��p _ iI1T � ''�l1EFV�lY� IAiSI�f 04""Y' W* r 4 �. CIT' 'i �ectj i FAM=fi I # 1 t DgWrWAy I` IRECCi�'1-Q#1IS�L, STD. PLAN - 104.4 OM PUBLFC WORKS CEMENT CONCRETE DRIVEWAY U*{,x +, PSR ED DEPARTMENT G3BTRLkNC MA3CB WITH B�#J1=FETRj E tv ._...TI / LX1511NU Aal'Hi PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUIV 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIPgNTIAL STRUJ MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK L '7 n' LAIM P... NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS CURB AND GUTTER DEPARTMENT REPLACEMENT DETAIL w SM. PLt4I1T - 103 EXISTING WATER LINE PLAN VIEW TESTING DETAIL t8 FT U 1111IY■ri F III TrCC)i`1CRTEl {� FACE O.eAbI,6 Tit~ mJ rT FLUSH WITHFGUTTER. / ,:.PAN AT SIDEWALps RAMPENTRANCE' i Y� � Y ? J 4 P,.RE$S_EDt UI EC,4: I AT S OEWI►LK RAMPS D NEW WATER LINE VERTICAL CROSS(MJxFL) FOR PGLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFLU W/ CONC. BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS I- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE Y PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.4 DEPARTMENT CUT IN-LINE TEE & THREE VALVES MARCH 2010 N0. REVISION L - I ICEIdENT CONCRETE 4; 1412 R I I (SIDEWALK RAMP OR — - t i, il$ Z"' ING� UE L ti i 910- l• ) ; . tO uIf 3/8" PREMOLDEIL JOINT FILLER I�4ftMtNT_ CONCFtEtE P,EDE STRI,�N CUR IMI�5IDEWRLKRAMP'SA26iI DING8 IFACE OF ADJACENT CURB 1 �SEEJDEPR ESS ED WAS* DETAIL'THWSWET I; tiI1 I - I, L ITOP OFI L •1 L _ 172" R ROADWAY!I C,a ; rp .-III I v-6, i Lw IiEPRF_SSE[D ICURB`SEGT,ION T ERCIALDRIRESIDENTIALIDRIVEWAYS ONLY. 1,1= R CCMAM:VEWAYS SEE STD PLAN 10112 L k'1 (1 �fL 611r F, I� ,, 6111, 1" 1 FA.C6'OF'ADJACENTCURB I TWO PIECE CAST IRON VALVE ,per ,'rye • `` I I II � ROADWAY EQUAL TO OLYMPIC FOUNDRY CO.I — ER SURFACE UT ER r GROUND LINE CONCRETE SIDEWALK 1 1(e J WITH REGULAR BASE SECTION L LENGTH TO FIT. O 04 N 2" RESILIENT SEATED ly- 2 1/2" NST (HOSE) GATE VALVE, SCREWED O _ 2" GALVANIZED - OT CAP WITH GASKET PIPE 12" LONG 00 2" CLOSE NIPPLE - 2"x2"x2" TEE AND 2" CAP n 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90' ELBOWAND 90' ELBOW. 0 00 . o'o oq,Qo 0o a . o.00 �oo.a:o 0_o' 2" 90' ELBOW INSTAL 4 MIL POLYETHYLENE 18"°- °o �000 I �,�r•1}�/� �11j mss•}' IRHE1 7 I \J�.7�0WE 1 E D o 0 04 0 Jtl rl° GRAVEL. CUT HOLE FOR PIPE od.°^o oo6 o a' - ,- 2 W Y = W Y R SED--ICIJR�DETAIL, 10 CU. FT. WASHED GRAVEL PASSING A7 kSkS1M_NTIAL 6Rt0MMERC D IVF kA_'f N5 ALi I;YS 1-1/2" AND RETAINED ON 1/4" 'GENE" NO�aSE aSE W Y FOR DRAIN y1 -� r 1 Sie-�tai2i lard -plana i 2 1>�'l Oi,'1110�`�:_ pagSla .Bnd.conitacllon Jdrlt,sp�, n9' W `1 Np1'•osed ELEVATION EorGOpressed MorlDipfilcDrly vaYCtlIlF6 GutIer15etllon see;S!Erjoi rd In H- �PILf�11�I'. PUB CI WORKS - - W-19, - C N �N� U, III __J R ED — D 1211' z w _. _ — 1 — — - — —~ — — Gr Zlmmrfman, Public Work$ Adminislrata' WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN 2" CLOSE NIPPLE f PLANTER OR CAST IRON BOX IN PAVED i OR CONCRETE AREAS. 2" CLOSE NIPPLE „ .. 2„ 90' ELBOW 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN ti STD. PLAN - 340.1 + :® ; PUBLIC WORKS 2" BLOW -OFF 7� DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'HECOBTRACII — l ` RaOr Diycl In' IralA'( rP.1Il '_',7,C�RURBNDTIH0.WEDINBID ttEMv SEE RAISED EDGE - _a'ItN) PREY3010E0 a •t'• •�� - I 1; 5" SIOEIVALK' , pP TAIL - TH SWIEET— ;JDGIT FKLER ALL EOT. MI - + (SEE CONTRACT( , ZICPES I .I-�1 I', ,' . ' " 'v Y 5'• ILL UfiB NOTJIJCLUOED iN B.IOrTI:M = t; , ,. 1^�- I • �• `J 1 IHI PRER10LDE0 - - •!Y FINISHED GRADE'I (1NI BELOW . JOINT FILLER = r �--• I j TOP OF CONCRETE SJRFACE - J10EPJl�(1CURBJ 1,-D. 1..0 11AM1� - IECARrTTT�cTI "�=; � � � 2_0'n � z,Y>_�'1 5% ' I t•• 'CURB NpT INCLUDEtl;1N SIU YTEI:4 +_ IIRIDOEOR-EDESTRAN, CpREMOIDEO ... _ - «'t t FARRIER` -'L1jiAl1lNGx ('JOINT FKLER- _ _ - 4DdACENT TO CURB_ !.(sTEEPFI.LSLOPESI BAFIFitEIt 'EEE' SIDEWALi( "n !L'ONTRACT PI - �ISEECONTRACTI , �LORBARR7EFI- L'- I SCEW&KI - tul1 CURBNOT INCLUDED IN BID ITEM._; 1 v RT cAL4YA - II OLOEDI p1 E D T ► - ER f — Ja1Mi 1LL 1- . ►' - I 4- JIM) PREIJOLDEO'. AO IACENT TO CURB AND RAILING J ! -:L- _BUFFERSTRIP( 546EWALK Is1E12E"NIINOITRE-1, 0.1..j`r I[VIiE' 0WAI:b=TAIL. I ITYP.1 . y- CURB NOT INCLUDED IN BID ITEM - — L - I I LFLI�ISMED GR0.0E I-pNJ BELOMt OF CONCRETE..r� L ,r J = L f � 4 4 EURFNCFFGRPLANnNC-�FLusNIFpIWEas - I B.'• _ AOJACeNT 8 FFE UST— A _ .. �... _-� — 4' WIDE SMOOTH +u r TROWELED PERIMETER (`EXTEND SIDEWALK TRANSVERSE EDGE + A F�DINTSTcjMICI{10€!llIISED CEMENTCONCAfE ClJptl__ (CURB AND GUI -TER SHOWNI NOT,INCLWDED IN BKI ITEM• — 0 t 1 ' oF,1N.0'CES'?se�0 �'IyAN_�104. 2. �0aved surfaces°must comply wUIT': t31Pi4N'I102;t blif r ��T�Ij,�1{., _ •a- COW ACTWNJOWi INBf0EWALKONLIE', rl iS- I � II �. • E • r > EXPARMONJOWrINII,_.,v ,• • . �Q, f0 • ,-1 ': ••?• 1p`•� �:'� � DURB AND s{DEWAIK (FEf Si Of IA 1011;1'_J. '• �P. .. . . IPREMO 31 LDED - JOINT ANFINISFI DINT ER "FILL 'Y - 1- jII 'DETAIL r•� •- I , I � � � �,E7lpA�JSION JOINT � ;CONTRACYIDN JOINT T(1 iYcKN1Nhl B1 ti DEPARTMENTi I'0100 WA LLK --1 �� — — — — Tf 1 regg Zitilmerman; �ubifc Warks Adminif116_r VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C TY OF RENTON DATUM Planning/Building/Public Works Dept, RECOMMENDED FOR APPROVAL Q-014 A(S \ / O CI Q` <T�HC ENGXX% 1 215 72ND AVENUE SOUTH KENT, WA 98032 (4 25)251-6222 (4 25)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, S iVEYING, ENVIRONMENTAL SERVICES uJ � C) Li co 0 r Q 111 � QZW uz w u cin co58, C Y n 7 1 GUY y(� ISO �� WASy�B � 38950 p �4 SSFO /M T 4.R�'G\��. 0 N N E A j1 VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO.I O GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 6" MAX.I — WITH REGULAR BASE SECTION LENGTH TO FIT. O 04 N 2" RESILIENT SEATED (D 2 1/2" NST (HOSE) GATE VALVE, SCREWED O AND 2 1/2" FNST 2" GALVANIZED - OT CAP WITH GASKET PIPE 12" LONG 00 2" CLOSE NIPPLE 00 2"x2"x2" TEE AND 2" CAP BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90' ELBOWAND 90' ELBOW. 0 00 . o'o oq,Qo 0o a . o.00 �oo.a:o 0_o' 2" 90' ELBOW INSTAL 4 MIL POLYETHYLENE 18"°- °o �000 I PLASTIC COVER OVER WASHED D o 0 04 0 Y GRAVEL. CUT HOLE FOR PIPE od.°^o oo6 o a' 2 W Y 2 W Y = W Y 10 CU. FT. WASHED GRAVEL PASSING W `1 1-1/2" AND RETAINED ON 1/4" MESH W Y FOR DRAIN W `1 W `1 ELEVATION ti STD. PLAN - 340.1 + :® ; PUBLIC WORKS 2" BLOW -OFF 7� DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'HECOBTRACII — l ` RaOr Diycl In' IralA'( rP.1Il '_',7,C�RURBNDTIH0.WEDINBID ttEMv SEE RAISED EDGE - _a'ItN) PREY3010E0 a •t'• •�� - I 1; 5" SIOEIVALK' , pP TAIL - TH SWIEET— ;JDGIT FKLER ALL EOT. MI - + (SEE CONTRACT( , ZICPES I .I-�1 I', ,' . ' " 'v Y 5'• ILL UfiB NOTJIJCLUOED iN B.IOrTI:M = t; , ,. 1^�- I • �• `J 1 IHI PRER10LDE0 - - •!Y FINISHED GRADE'I (1NI BELOW . JOINT FILLER = r �--• I j TOP OF CONCRETE SJRFACE - J10EPJl�(1CURBJ 1,-D. 1..0 11AM1� - IECARrTTT�cTI "�=; � � � 2_0'n � z,Y>_�'1 5% ' I t•• 'CURB NpT INCLUDEtl;1N SIU YTEI:4 +_ IIRIDOEOR-EDESTRAN, CpREMOIDEO ... _ - «'t t FARRIER` -'L1jiAl1lNGx ('JOINT FKLER- _ _ - 4DdACENT TO CURB_ !.(sTEEPFI.LSLOPESI BAFIFitEIt 'EEE' SIDEWALi( "n !L'ONTRACT PI - �ISEECONTRACTI , �LORBARR7EFI- L'- I SCEW&KI - tul1 CURBNOT INCLUDED IN BID ITEM._; 1 v RT cAL4YA - II OLOEDI p1 E D T ► - ER f — Ja1Mi 1LL 1- . ►' - I 4- JIM) PREIJOLDEO'. AO IACENT TO CURB AND RAILING J ! -:L- _BUFFERSTRIP( 546EWALK Is1E12E"NIINOITRE-1, 0.1..j`r I[VIiE' 0WAI:b=TAIL. I ITYP.1 . y- CURB NOT INCLUDED IN BID ITEM - — L - I I LFLI�ISMED GR0.0E I-pNJ BELOMt OF CONCRETE..r� L ,r J = L f � 4 4 EURFNCFFGRPLANnNC-�FLusNIFpIWEas - I B.'• _ AOJACeNT 8 FFE UST— A _ .. �... _-� — 4' WIDE SMOOTH +u r TROWELED PERIMETER (`EXTEND SIDEWALK TRANSVERSE EDGE + A F�DINTSTcjMICI{10€!llIISED CEMENTCONCAfE ClJptl__ (CURB AND GUI -TER SHOWNI NOT,INCLWDED IN BKI ITEM• — 0 t 1 ' oF,1N.0'CES'?se�0 �'IyAN_�104. 2. �0aved surfaces°must comply wUIT': t31Pi4N'I102;t blif r ��T�Ij,�1{., _ •a- COW ACTWNJOWi INBf0EWALKONLIE', rl iS- I � II �. • E • r > EXPARMONJOWrINII,_.,v ,• • . �Q, f0 • ,-1 ': ••?• 1p`•� �:'� � DURB AND s{DEWAIK (FEf Si Of IA 1011;1'_J. '• �P. .. . . IPREMO 31 LDED - JOINT ANFINISFI DINT ER "FILL 'Y - 1- jII 'DETAIL r•� •- I , I � � � �,E7lpA�JSION JOINT � ;CONTRACYIDN JOINT T(1 iYcKN1Nhl B1 ti DEPARTMENTi I'0100 WA LLK --1 �� — — — — Tf 1 regg Zitilmerman; �ubifc Warks Adminif116_r VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C TY OF RENTON DATUM Planning/Building/Public Works Dept, RECOMMENDED FOR APPROVAL Q-014 A(S \ / O CI Q` <T�HC ENGXX% 1 215 72ND AVENUE SOUTH KENT, WA 98032 (4 25)251-6222 (4 25)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, S iVEYING, ENVIRONMENTAL SERVICES uJ � C) Li co 0 r Q 111 � QZW uz w u cin co58, C Y n 7 1 GUY y(� ISO �� WASy�B � 38950 p �4 SSFO /M T 4.R�'G\��. 0 N N E A j1 6/11/2018 O O 04 O 04 N O (D O O O - OT N 00 to 00 I 2 W Y 2 W Y Y uJ W Y uJ W Y 2 W Y 2 W Y = W Y W `1 W `1 2 LJ Y CD O' W Y W `1 W `1 W `1 In H- z w W u% of z 7) O O � U) > U W LIJ F_ Z O Ld (D LLJ � O 0' U) O o a Z z O U In Lu W M. Lf) O O U D W m Q O U Lu U W Z L, z Z OJ W WWw U a W > Z -) ;5 t/ 1 Lu w Of z F -- — O O N m I H O Q p CLI O F_ U N O O O O a m N LLJ ga > O] a a Of CE CE CE z O v- to (O n DD a) Project #: 12740 Duress: 4815 NE 4TH AVE RENTON, WA CONSTRUCTION By: Date: DETAILS By: Date: Drawing No.: By: Date C22of 25 By: Date DATE: AS BUILT S TORAG E ONE ON 4TH EXPANSION Permit NO. U 15008468 FIELDBOOK: PAGE: DRAWING NO: 4815 NE 4TH AVE R-389619