Loading...
HomeMy WebLinkAboutzS-3360SetF— GRADING, DRAINAGE AND UTILITY PLAN .. o� �\� A PORTION OF THE N.W. 1/4 OF SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. W N.E. 12TH STREET V) ° 1 " =20' — — — CITY OF RENTON, WASHINGTON 0 10 20 40 CL EL F... V FIRE -N. WATU F_ 22,V q z o O = Z CA I - INSTALL, N RESTORE IX. PAVEMENT, CURB & q 12'X6' TEE (MJ(_ O Q RESTORE ER, AND SIDEWALK TO ITS 1 -6' GATE VALVE (FLxMJ) Z 14 LF 6" DI EXTENSION ORIGINAL CONDITION OR BETTER. 1 � � i 1 -FIRE HYDRANT ASSY. PER I , t CITY STD. DETAIL BR24 r� u r7 r� . CONC. BLOCKING v.. �..lJ �.' —lJ .,V -INSTALL: %o 1 -8 "x6" TEE -- -- -- �WJI IE IX. 8" PVC= 408.32 r IE 6" PVC =40$, 10' PRIVATE q CONTRACTOR)0- FIELD'lJ" L DRAINAGE p VERIFY HORIZONTAL & _ _ _ EASEMEM VERTICAL LOCATION INSTALL: OF IX. SEWER PRIOR - 72 LF. 6' INS. 20' INGRESS, EGRESS, & AREA DRAIN xkT`R ME-Er, TO CONSTRUCTION. PVC SDR -35 SIDE UTILITY EASEMENT • - r'. " RIM 413.3 N 1 q J/E, .5 INSTALL: 0 1.0% CLEANTOUT (3,068'. SF) IE 411.9 (,((_ _ o - E 3/4" WATER METER AND IE =40 12 S. =ASE RO K WA ILL _ g 1 Z ' SERVICE LINE PER : 72 LF 6 FE:d i /11 R r t .F-T j` PVC SDR 35 r� r ri �• r� CITY STANDARDS : OF !'Rv. czir �P ER t UtE i fi a il.i 't 0 1.051,5 o N86'24'3 208.38' ' ��I a� a Ji rr Z rt ,a 57 - N x w L 75 ,� BUILDER TO PROV TWO O ;° DRIVEWAY CUT PER _ F 6 '' EVERGREEN TREES (1 -1/2 EEr'�. CITY OF RENTON STD. •"' Q N� °eo p 70 FUBLL UTIL .lES EA .. ° / H .2 " ' Z 416.21 fttr - �i CALIBER LANDSCAPING _ }} N �� ) P CAPING E c ' I _ ® IY` PER LA RV KEY EAST b'� rWNy \ i INSTALL _Yi>:•o.ery !_ Z `~" r �E),6 GRA SIDE SEWER as g ° I. v. ;::?: 1 ayw. ,p r F)fiNEWA7 / .: CLEAN DUT .I' . - a' ,IJ.;) ul{I =11 E• , 413 7`: 76 LF m " ' r� „� -` _ Q ,:IE 409.84 , I J II i .ea. c°tt.. \ I . 0.55 .s+ f- ---- - ---- E F ., d,. 349 �. : I 4 L / s. �.I LICT 2 4. iER mra zR 5214 SF a r�ur) �r���r���r� -7U ` y I l v I I FF 491at>11a J s ig i a s s .� RIM-41.6.07 - i t FF 417.0 % i I I F 'R. P. RI . i..It E t ^ r E>;6rNG IF .. �.� t 1.., 3? al _ / 7>;;i7taG °.. 91_i._D'NG -> i 8 ✓J+ ✓ ExI !•I, / I z_ EX OVERHANG it 71NG= , d1,iLCi ^:G / I✓ ,ep r DE V6 DEr< ✓ GnitA / Iz TO BE REMOVED o W. EDGE DECK i i' LOT 1 FF =4135 /1 I I� .-IS OTiR.E OF _L :S ULCER i� 7 ra .. / I1!I . �y.: ,/. a Q S�Qr<RFdA.91NEME'.T 6 lJ * d�,4, PROPERTY LINE w s SI).rt vipE 2 : ° ^`v o'B y;. /' ^ Y394y7..5E '- •� lio, I :.. iE &" FVC _ / ° +` r RIM- 4'528__ 111 6� - 1 ?EC hG. 71 G''4Gd:N'.W/ > Ji „ +^. --------- I,Ity�� 46D s= /.[_d L. !!_d11L- -�./ /1 .L 1.Da. .E 12 CNC 4 -aC�88 �' >I pl e GAS:. — P 4FkR �,,� o'' °• 1^ E J2' CND S =4O; 76 I ar METER G H J X69. POWER PO" N88'24321Y L7 -JJ�h^ 77 " 1' 3 8 P" W. g, it FACE ROCK WAIT E g o POW, R POI r. k; 1 '�,(ar,� q 1 "(o,o rcoro 57 I 0.3'±E OF �, vlwl aax) �?t ro P-- �{ i .. .Y W t,NCERGRC,iNIi_ II SS dN 47 01 NeC24'32'W 20877W T TORE IS t•tW I POLE i S:. PYCJ% \ ¢i2 s +. °'b.y P. C J 407 97 INSTALL' N At I.00 N. EC E DECK N CJr ANCHOR-/ `\s / IE R .'Vf W=40786 / OPEN GRASS LINED � + \\ —� I A \�--! 0.1'±E OF Vr !1 8 f JC S= 4G7..'9 V -DITCH WITH 2:1 E a CMP -� \\ ; PROPERTY LINE SIDE SLOP!(S 0 4.17% 3E=411.00 5 END +1000 FENCE /I - MllDEO UJRE 1 eti PROPER.. " LINE 3 Dr<ivEvaf ,T REMOVE EXISTING m..l + \ \. 6" PVC PIPE OT ia POWER Y. „ C �g 2 LINES N EL \\ a 4 RIM =413 59 W I2” .MP E= 400).59 8 ". CMP W= ¢03.¢9 8 "kip NW-409.69 o NOTES: 1) CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN 7:00 A.M. AND 8:00 P.M_ MONDAY THROUGH FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 8:00 P.M. NO WORK SHALL BE PERMITTED ON SUNDAYS. 2) NEW RESIDENCE STREET ADDRESS SHALL BE VISIBLE FROM A PUBLIC STREET. 3) ALL NEW ELECTRICAL, PHONE AND CABLE SERVICES AND LINES MUST BE UNDERGROUND. THE CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE INSPECTED AND APPROVED BY ACITY OF RENTON PUBLIC WORKS INSPECTOR PRIOR TO RECORDING THE PLAT. 4) ANY DAMAGE INCURRED TO THE STREET, CURBS, GUTTER, OR SIDEWALKS BY THIS PROJECT MUST BE REPAIRED, IN ACCORDANCE WITH CRY OF RENTON STANDARDS. 5) ALLTRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL ''1 w o �F I 1 U. Z 111...LLL I--- 4z (3� O Q 13 o z 3 Z QN Q v7 W F� Z O a U O J i z D) w 12/27/.6 o PLI SADR N �..w= ..... -� p pE. W A Sys O g �CtTY" c�MPUANICF y�o w a "/a O STANDAROF P Z a z UN W J IN CASE Date ._. j 1112 EPA GSK Date (_I(1_ a� 0 -7 24661 O NNE 6TH STFEE . N.E. � L69a.. �OJ o��SSONALT EENp \��� 7 z N.E. 67TH STREET EXPIRES 6 it OB U `z - c D] 00" P4-351,0001- 07,� v ro, FR 2 • W'°i3V001. (YM�� i1rIWLLLVOr 'SSI,DU (Scala I N V) I Q EL CL 3 a J 0- Z 0 05 0 Q CZ G J W cr EL a O O 3 E- E_ W Tn c m rn c � C IL am � �< o W2 usf job >>O W U W a N O Z CONSTRUCTION NOTES AND DETAILS A PORTION OF THE N.W. 1/4 OF SECTION 10, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, WASHINGTON PROPERTY LINE 3• °T_ s' -0•• FUTURE rTEE NG SEWER PIPE BUILDING SEWER 4" STUD SERVICE MARKER PAINT UPPER SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS. AND 416 WIRE WRAPPED AROUND THE STUD AND AND BUILDING SEWER a EXTENDED TD THE TOP OF THE STUD. 0 a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 11 PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. c NCRETE T, j NV�E$ Q,KONG BLOCKING two 2� GD CR�j 2% HIN SLOPE HORIZONTAL 6'• SI ➢E OUTLET TEE G^ NIN SEWER MAIN LSEWER MAIN STANDARD SIDE SEWER INSTALLATION CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE) OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION ADOPTED NOTE- ♦ ®♦ CITY OF REN'roN UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY s6evas<a p[ene LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. IBP DAn: 12/15/91 _ DATE REVISION 8Y APPR DWG. NAME: BR39 SP PAGE:6078 FIRE IODFAlT SHALL BE COREY-TYPE EQUAL TO IOWA F -5110 OR CONPRMON HYPE SUCH AS CLOW NRO N; M & H 929 AND ARIELUOR SUPER CENNRION 200 WRH 6' MECHANICAL JOINT INLET NRH LUGS. 5 -1/4' MAN VALVE OPFNMG. TWO 2-1/2" NOSE CONNECRONS MTIONLL Sl. UAR THUMS. 4' PUMPER CONNECTION CITY OF SORRE TNRFMS WNH A STORK ALMFfOR, 4" SUTTtE THFEM X 5' STORK• ATTACHED WITH 1/8' SWNLEA SIEFLL CABLE. IB' 10 20' -1 /4' PENTAfAN OPEMTING NUT. PRE HYDRANT TO BE OR 1 R BEHIND WK OF SOEWAU THAT IS ACI TO CURB PANTED WRH M9 C ALTS OF PARR PRESERVATNE PAM No. 43-655 SNENY YFllDW OR APPROAD EOVAL PUMPER CONNECTION TO FACE RUDNO A ASSBABIY FOR 4 -1/2' TRENCH. MM 4' . ////- --- RASED PAVEMENT MAIMER TYPE BS AB FIRE MDRANT F)OE 0. TO BE USED IF REOUIREO. 1 SRN50NRE 1Wp -WAY BLUE 16' x 8' x 4' MIMNUM CONCREIE BLOCK LEVEL Au. GROUND MIN 3' MpUS ONE MAN ROCK • 1 6 — FILL TWO -PIECE UST IRON VALVE B OL EOUAL TO OLY M FOUNDRY CO. STANDARG 8' TOP SECTION W711 REGULAR BASE SECTION. LENGTH TO FO. CONCRETE BLOC NO 8 \ CASE IRON TFE WITH 6' FLANGE SIDE ODRET. 6' GATE VALVE (R X W) EOUJL M MUSU.ER CO. A- 2380 -16 6' DUCTILE IRON PIPE, CUSS 52 CEMENT UNED• LENGRI TO FIT TMO 3/4' STEEL TIE RO05. SEE STD CUA FOR RE RODS. 7 W. Fi. MINIMUM WASHED OR— PASSING 1-1/2- AND RUNNEO ON 1/4' MESH FOR DRAIN. FIRE HYDRANT ASSEMBLY LEVEL ALL GROONO MN 3' RADIUS �6 1 a FIRE HYDRANT ASSEMBLY DETAIL CUT ADOPTED CITY OP RBNTON JT OR FILL ♦ ®♦ iSf OATC: S /18/95 N51 ftA,,ed Pum eT PDrt DCV DT q­ .. tert & Changed Paint color RTM DT DWG. NAME: BR24 SP PAGE: 8102 REVISION BY APPR 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" ' tom. CONCRETE E3 ❑ -❑ ❑ ❑ CLASS 3000 RAISE- 1/2 11 - 4 -3/4" WIDE .BORDER 12" A FIBER JOINT IIL,��TD•' PACKING _ �8 3/� 5/8•• 2- 7 -7/> 45 (1/8) BEND 3/4•• TS• CAST IRON RING. AND COVER _ �O PIPE MATERIAL AS SPECIFIED BY THE ENGINEER " 6 INCH OR 8 INCH CLEAN -OUT PLUG TO BE SEALED a IN SAME MANNER AS MAIN SEWER JOINTS. ADOPTED { �� - - - -� • CRY OF A8hY0N ISR DAM: 12 /15/91 DATE REVISION 4W APPR DWG. NAME: BW186 SP PAGE:8076 / EXISTING ASPHALT 1.0" NEW CURB PAVEMENT .MIN. & GUTTER - SAWGiT� T ARTERIAL STREET YINIYMY 3" CLASS 'B" AC. 4' ATB. 8 "CRUSNm ROC( RESOENBAL STREET YINIYUM� 4" CUSS 'B' AC. 8" CRUSHED ROCK CURB .& GUTTER REPLACEMENT DEYAD, N41E$DOAT6 MUST MATCH EXISTING THICKNESS IF GREATER. H 4 OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT woos GATE REVISION BY PR DWG. NAME FOGG SP PACE: FODB. MR R�, 2" � J #� �3 5 33b0�2 I MIN MIN F 2.5 MIN MIN rn WI'D z Z ZJ DO z O:;� >z U Q Z f=n :Z Z Za = Z OU Z W Ir Z O Q U 0 0 if) ;w 0 W OD 1= °) jr Dr^ z0. OJ g � Q W Z c Q _j O00 LQ W Z N W c N m r II L o- V b E r O Z ry W O SWAM W U m CU- �- ss19oo5 JB 41 55poD2Cxw)i:�l(i i to i rn N I N X N 0 z II ai a U t/7 0 N d' O O N N N E F- ONol Ol I C N C C N CO O'> C) O O i I csi _ 0) T T r } s <� , °z N.E, 8TH STREET 911v. ^ r, °_..y JUN 4 1 NO u Yj7 J 0 0 � a o � ro O a a� a� a� i to i rn N I N X N 0 z II ai a U t/7 0 N d' O O N N N E F- ONol Ol I C N C C N CO O'> C) O O i I csi _ 0) T T r } s <� , °z N.E, 8TH STREET 911v. ^ r, °_..y JUN 4 1 NO u Yj7 J CITY OF RENTON, WASHINGTON 3/4" SQUARES SPACED 3/4 AS INDICATED - HT, 1/8" / ❑ rl /2:, ❑❑❑❑ RAISE -1/2" WIDE BORDER 1" lo" 8-3/4" 2 -7/8„ 4�, �7 7 -3/4" 15" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER A PLUG TO BE SEALED P �-- -- IN SAME MANNER AS MAIN SEWER JOINTS, ARTERIAL STREET MINIMUM 3" CLASS "B" A. D. 4" A.T.B. 6" CRUSHED ROCK eFCIDENTIA� STREET MINIMUM 4'° CLASS 'B" A.C. 6" CRUSHED RUCK w a U m o U Z OT O .Jc. J N o Q rn Z o z 0] _j o W x OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 o d AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT U U) 7. O p w H p Q 0 I 5-1/4- MAIN VALVE OPENING. TWO 2 -1/2° HOSE CONNECTIONS W F�� lr--I NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF ► f_ ° w '0 ► H ' Q �3 3/4" SQUARES SPACED 3/4 AS INDICATED - HT, 1/8" / ❑ rl /2:, ❑❑❑❑ RAISE -1/2" WIDE BORDER 1" lo" 8-3/4" 2 -7/8„ 4�, �7 7 -3/4" 15" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER A PLUG TO BE SEALED P �-- -- IN SAME MANNER AS MAIN SEWER JOINTS, ARTERIAL STREET MINIMUM 3" CLASS "B" A. D. 4" A.T.B. 6" CRUSHED ROCK eFCIDENTIA� STREET MINIMUM 4'° CLASS 'B" A.C. 6" CRUSHED RUCK w U m z O J FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 d AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2 -1/2° HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF ° SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1/8° STAINLESS STEEL CABLE. 18° TO 20° o ° 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB o PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE p � ao Zz i- PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH. 2' MIN 2'� RAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE 7W0 -WAY BLUE. CL FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. \ TWO -PIECE CAST IRON VALVE 80X. EQUAL TO OIYMIC SECTION WITH REGULAR FOUNDRY CO. STANDARD 8" TOP ° CONCR[TE BLOCKING BASE SECTION LENGTH TO FIT. / o CONCRETE BLOCKING is CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. _ uj ¢ -Z o r .. <..� 6" GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A= 2380 -16 Z o 12' 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" z STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. ° LL F z 16" x 8" x 4" MININUM a CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN. w FIRE HYDRANT ASSEMBLY N LEVEL ALL GROUND MIN 3' RADIUS d \ M LEVEL ALL GROUND 5" STORTZ ONE MAN ROCK �6 � 1 0 8 0 1 s N o a U a 6_ FIRE HYDRANT ASSEMBLY DETAIL cn a Q CUT ADOPTED FILL CITY OF RENTON O+ W OR FILL HYDRANT LOCATION IN CUT � Standard Plans a LST DATE: 5/18/95 L N 15/18/951 'Revised Pum er Port DCV DT ` x 12/15/9 Corrected text do Changed paint color RTM DT DWG. NAME: BR24 SP PAGE: B102 DATE REVISION BY APPR ' - O �- z Z' o: W d W (n 3/4" SQUARES SPACED 3/4 AS INDICATED - HT, 1/8" / ❑ rl /2:, ❑❑❑❑ RAISE -1/2" WIDE BORDER 1" lo" 8-3/4" 2 -7/8„ 4�, �7 7 -3/4" 15" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER A PLUG TO BE SEALED P �-- -- IN SAME MANNER AS MAIN SEWER JOINTS, ARTERIAL STREET MINIMUM 3" CLASS "B" A. D. 4" A.T.B. 6" CRUSHED ROCK eFCIDENTIA� STREET MINIMUM 4'° CLASS 'B" A.C. 6" CRUSHED RUCK CURB & GUTTER REPLACEMENT DETAIL ADOPTED TE SS MATCH EXISTING THICKNESS IF GREATER. crrx OF as+Tax MU • OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT ` + STANDARD PLANS .f IST DATE: 04/04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 F Co 1' 1' 2.5° 10 1' Cl� Q v MIN MIN MIN MIN MIN J `O, Y ' x w > N W 1- .�. j 0 L, O O J N_"! Wf II 2" CLASS 'B' FACE OF CURB OR EDGE OF PAVEMENT U C/') rr tZ O O 0 cV CENTER LINE OR 0 *2" TO 6" CLASS 'E° LANE LINE _ v N OR CLASS '8'—/ _ Z o N W Q Z Z W LL :5 ° C4 Z 3 d M N 04 �0= 6.5 MIN. 00 N z 2" DEPTH OF - z DO W W GRIND OR SAWCUT AND REMOVE . cv ¢ z ~ LO U) E5 }Z j U') � W L�l 6.5 MIN. - NzNN LO I 00 W 14- "d- > ::> c r v v U 4n 1' 1' MIN MIN MIN MIN MIN 0 '3 I� �1i � N�s .. ............... ­.% .... 2 0 o 0 Z_ T LU i 2" CLASS 'B' ACP CLASS* 1 2 �Jv " . 6 CRUSHED SURFACING TOP COURSE �I CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER 12/27/06 �- PL� SApR TYPICAL TRANSVERSE PATCH 04 WA$y/ * FOR MINIMUM STANDARDS, SEE DWG# HR -05, FOR FLEXIBLE PAVEMENT tic SP PAGE H032 z;;;;: SY p ADOPTED V - A CITY OF RENTON *, 24661 STANDARD PLANS LST DATW/05 Fs+ � S T NOTO s /ANA L ECG DWG. NAMEH032 -1 SP PAGB032 -1 DATE REVISION BY APPR + EXPIRES 6 11 08 � „�° w z O J CURB & GUTTER REPLACEMENT DETAIL ADOPTED TE SS MATCH EXISTING THICKNESS IF GREATER. crrx OF as+Tax MU • OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT ` + STANDARD PLANS .f IST DATE: 04/04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 F Co 1' 1' 2.5° 10 1' Cl� Q v MIN MIN MIN MIN MIN J `O, Y ' x w > N W 1- .�. j 0 L, O O J N_"! Wf II 2" CLASS 'B' FACE OF CURB OR EDGE OF PAVEMENT U C/') rr tZ O O 0 cV CENTER LINE OR 0 *2" TO 6" CLASS 'E° LANE LINE _ v N OR CLASS '8'—/ _ Z o N W Q Z Z W LL :5 ° C4 Z 3 d M N 04 �0= 6.5 MIN. 00 N z 2" DEPTH OF - z DO W W GRIND OR SAWCUT AND REMOVE . cv ¢ z ~ LO U) E5 }Z j U') � W L�l 6.5 MIN. - NzNN LO I 00 W 14- "d- > ::> c r v v U 4n 1' 1' MIN MIN MIN MIN MIN 0 '3 I� �1i � N�s .. ............... ­.% .... 2 0 o 0 Z_ T LU i 2" CLASS 'B' ACP CLASS* 1 2 �Jv " . 6 CRUSHED SURFACING TOP COURSE �I CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER 12/27/06 �- PL� SApR TYPICAL TRANSVERSE PATCH 04 WA$y/ * FOR MINIMUM STANDARDS, SEE DWG# HR -05, FOR FLEXIBLE PAVEMENT tic SP PAGE H032 z;;;;: SY p ADOPTED V - A CITY OF RENTON *, 24661 STANDARD PLANS LST DATW/05 Fs+ � S T NOTO s /ANA L ECG DWG. NAMEH032 -1 SP PAGB032 -1 DATE REVISION BY APPR + EXPIRES 6 11 08 � „�° r O ....�� AS—BUILT tp ,C. GRADING, - Y . Z F/'s - W tJi a s A PORTION R H N.W. 1/4 F SECTION 1 p TOWNSHIP IP 2 N., RANG 4 N y „ <H: 11" CITY O RENTON, WASHINGTON lA 201 o 10 zo 40 r _ UJ OD � maim LLJ Z _ I Z Lu CL ® > ... X a 0 224' t u s @e0 NOTES t F INSTALL. t 1) CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE HOURS BETWEEN Z " 7 :Op A.M. AND 8:00 P.M. MONDAY THROUGH FRIDAY. °"� `� CiI _ 1 • -12 "X6 TEE (MJxFL) F OUG D . WORK ON SATURDAYS RESTORE EX. PAVEMENT, CURB & t SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 8:00 P.M. a , 1 -6" GATE VALVE tFLxMJ) �} GUTTER, AND SIDEWALK 70 IT'S I 14 F 6" 1 XT 1 ` NO WORK SHALL BE PERMITTED ON SUNDAYS. ORIGINAL CONDITION OR BETTER. a \b$ 1 L D E ENS ON 1 –FIRE HYDRANT ASSY. PER ui ° co z ` CITY STD. DETAIL BR24 2) NEW RESIDENCE STREET ADDRESS SHALL BE VISIBLE FROM A PUBLIC STREET. ., a I _1 lJ "�ilJ. # ®lJ I ll ° CONC. BLOCKING ' 3) ALL NEW ELECTRICAL, PHONE AND CABLE SERVICES AND LINES MUST BE IJ..t a s 1 1" INSTALL: j UNDERGROUND. THE CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE ° cn 1 cn 1 B "x6" TEE I :...::.......... _. I I - „ ; _ i _ .. <_.._.. ,.........•;....:.•....._.. -...._ INSPECTED AND APPROVED BY A CITY OF RENTON PUBLIC WORKS INSPECTOR �' o ,t IE 8 PVC =408.32 IE 6" P C =4 – r� = r7 PRIOR TO RECORDING THE PLAT. '� I V 0 ,� h t 1 . J 10' PRIVATE CONTRACTOR �1U'FLii lJ . > �. ., �1 DRAINAGE , 4) ANY DAMAGE INCURRED TO THE STREET, CURBS, ,GUTTER, OR SIDEWALKS BY - - ;" VERIFY HORIZONTAL & _ EASEMENT THIS PROJECT MUST BE REPAIRED I A � N N CCORDANCE WITH CITY OF RENTON 9 �ti i o 1�' `' a1 VERTICAL LOCATION r\ u �) ti r1-^, -t `, STANDARDS. _:..: ?�' ,�• I \bh \ \b. a " v INSTALL: OF EX. SEWER PRIOR 72 LF 6 INSTAL 20' INGRESS, EGRESS, & ' T CONSTRUCTION. AREA DRAIN E? 0 PVC SDR -35 SIDE S WER UTILITY EASEMENT _ 5 H T ^ RIM -4 41,E t2 ) ALLTRENC RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH i :0� / -:• 1 ca # x INSTALL: CLEAN -,OUT 3068 SF co 1 a ? ;,' r' 1 ;. PIP, f' „S= 'f . -st ” \ ) IE -49 411,92(8 D! S} RESTORATION AND STREET OVERLAY DETAIL. 1 a 3/4 WATER METER AND A'Ok9 =4°15.:31 Grp ' :; 1 SERVICE LINE PER IE= 40.12 72 LF 6" x •t F ! a° CITY STANDARDS PVC SDR -35 # 1 I ('t; ;} ?, ;.:Y' >fN' - r� ( rt r7�F yr1 {3. d cq.,. S � i I .�• I , ii. •i .'X i.,l' .,.It .>.. v y I h SI o a 1 .O% " o tJ 1 lJ `I L1 i lJ Cn .. a ❑ I ! to j :, a NW24 3 208..38 13. % ui ° ,r4 k\ a I< a\ a a \ag Y? ® •� 1C F'i Ili .. '� ! -n ..;,e - \o a ..,.s - d I I.:..... x y "'""`T a ^> # c ry ati 13.14 I 51, \'y d °°" Q ' asO• pry,.. z::: I v r ..'�� 4.� two,' �• � 'h BUILDER a a. � k.: ' O OVtD TWO DRIVEWAY CU E i ;y: a Tom :.: I ,.�, ,:_.:., ,- .r ;- �.; 5#^ ,, � `..:: .:: ..... .. .:: .::. EVERGREEN TREES. 1 -1 2 d ' I CITY OF RENTON STD. , :, cv .. _.... ! 3 0 I � U I 1 ,<.r.., 6 >: ;ls r. ° tr'r .� 5 • •,`„s `I � ` b, �.:. yi; I•Y!.�. ''t..i !"� .�:, :'yja, .v<yt. �.. `IY' , 111 ' R I 9 x .r= �, CALIBER PER LANDSCAPING r' I:..'C I 416.21 >� -- — e a) x.u..,.::z,.. ._. .:.._. ..•w r-. ...,- ...- .,...,yr......, ;,.7rt.. ..,.f"" . ::. r..,, t 9:25a . _ �+ Is. , f•. ,9, .:''.t'x ,z: i, :.; -:: . sa' :,:4:.. :.:y, s s:.. ,b'' - '-+•,..•r-- .+...;.. 5,.. �T, :js:; "} !-,•� O ,,..• I rnrH 1 °. .<.„t?, zF: .../..s .3 . ..��� '; :.. -. t' ✓ / :1,;.,;,..- ':':"'� •. a' 918 - .o ,I -,C.. ..0. N. 1 %.wm 'v- '9 t 1 J�"L A � •' r _ t s / I £±} / oa: INSTALL I Md W F I css, / y,y 'p E• GRAVE 7 O %rrs$ 1 .� s s"� .� ICE .7F�F ETA Fn tr.: ;b, DRIVEWAY: c?° _ N rx. I a> =y y�' ! s 7+6.3 U I - i:s s 'i .i ,;.. . i . F,,,. ......;.» k d _ \5 \q. °" '�. • EA "+- T: f l.,o t w* L NA m I- 1 ;.,, ,; , , �'aa'w �. �:„ ;,;,v.- '-•-"" �...__._.. >:r� a�~ P �' LF 8 fY{:P - h. 11 1 i+, ' %..• P i •'•.S J I •q- V\ :% .e G, b\ �. _..... \�• .a\ I 1 ( b \� b\ l LLJ 5 V ^~ I .i`•�' A �h. ��g �/ ®p y Iy8'•' , 'C t 1`Y 1)-.5 0 Wa 48 .aD + 1`O l `�.p. 'Z _ w ...J `' - a i•r+'i b'a. 'F ..� .y :to °,.�.r£�s iS✓�117' =`^P 1 00 b {st,•. \R' +J / Q-1 0- d• t; \y, 6 01 Br " / p• r s t. r- ----r -- � o Ir ar.'I - 'x.t`' Fs•..a,•a .r. ;•r,yl a1 y/ h!• \ ^i - ,w@ e y' 1 { ; I,. s, t ti s.f;> ': ." a, { f, , (��t.� I = 40 84 . I I „t., Jo !<,' i a' e a�a • p L T + b \h r �••1 + ,i ! .i ;t .. '',V?<siS x,1t..'.,” '4�' ,., v, :,.yam ,,.,yy ''}� •'•y \"l n\3' - h {�. a _ _ l �. a t' I t 6D( 9 5 i ./ .'n /.! i E. , J/ /• 3' f _ 5214 S••F. a\6' 9 l l rh (l - f l F I !1 k J "` :�1 ® ') f ''1 "'I co RTt LJ .-clJ� tJ s t1J F' .a spN a`' S I ;! \y f { FF= 1ir'� U €,. a a,,,. Z co 1 F >• .3131 a SS S - I I a/ J1,61 % 1 i s 6 a O �% // s r ,'s.ti ?f; ' .,f-. " j f, 5 " a >NI FF�497.0 ;� �� l j ,..... G1 ,ti a '..r,! Y a i. _ t!J �- - 1 3 %iy I n �� r5s 5 �� <.. .. L �/ I {. ' p � p �M 1 _; "' P> {...a,rl:? l �' EX. OVERHANG + _ co s a � a>; ao ' St: I 1 8;rt Ls f ! -a !-• 6',x rs tl, •4,6. I a �� is ,/ 3' :`� yl ✓rA lTT �: I i,�: �'b 't•}• a :1j. 1: �,yJ;f• •3rYl;S! I " It :r.i;.l. \. i a'; j•; TO BE REMOVED ;,ti �o a D l a 1.. .an /V , ` Ia FF =413.5 I =t:, a\ an /// O 5w - a 1 ' '` i b Y 11 L® T '� ii 8 / •;' t slt `r- �+ W o > 1 % a EXjikE 'SEWER r7 ^ r} -' r\ - 7 ^ r �a, 'K i I''y 411.Jr7 a / i ', x 1 s I p��A *} 1ps1 & \ F — ti F t F ::, a f r t t .; s :s. -t ,�_ •d. s'•, -': !, ...YI'S`l " G'' L../ v �I .✓ L v >✓1 �'/ ,.,.s q> iy- .. °'w„� � _ Mw .r Y' , \ b`b ss 1 ,,.,, 4s7:, i` w { / ^, %1 I .�5 1.; , \0 a si: ao j rt:., 4':s. si4.:S ... b h,r/r i i/ / ! 5 ! I h as Fa. 1 Q w ' r, �'N ..: ,_ ..... .... .... .:•r r r j/ ' .' ,,�`•e '.<'`/ '6G, ( �y`S _ ni \�' a - a. t. r- .'$'i;'s #` I x L <,,,t :.:' ®.- /,d -d'da: lmi�i� w'> r:.L.:d' ®- ../...,'.,.,..;.Y' *.�- p��• �o ri :,tr,. ;, a - _ o J £ s . ,3 ? .¢s <,.. 1Ij` - GtS I / r:::f. = Jp _+ •' G / ees s., y 2 I pg 1 aJ UJ ! 6, bh ?f t, C "s /"s £;•' t:,':, %:i'.,. b.. Al 09 a\ - f :J �i f' „ "i , i; �.•" / Vy Q 0. �G� \O ryQl �� C�` :. i 1 # s':''�,r'i= .s''%s53,1•.:.�, `v!” >3 '\� � �`\° A \aS o" �l�Jh a\ �;..� X\`h � 1 � t. .I) N8t324'32 Ti i a `n 4'h yap ;,- r ��a�L n<I• L �-- =°v f.; Y I IV is Z , n • >r's, 7! 3 ..,� 4.0 \�, f >/ \ ♦. A`S%/ /• } 00 e.. Z N z o ss, °.. J,. y� P( �ti FoH} Pia+) -7 P(OH) 7 a\ i o - ..._,r._ Fi0 U _ t 1 z < r ,,.f.,;.Y.. .:... , { ,£,: f': - 2{?8.9i'6i:- --4ry. _ u• s..._,: ,!l.. ,•rr'... t.f,�," ._ ..... .... ,.. _ zqw i.. b G G j .'r: .i.:F, iSS £'e . o l'!£_ iar. ... \` 12- _•.- 1c'. •.'7� � - rte`+ \'�i, "i. - `= Ti 1 v ,.. , ,• t. w •' sl <St :a•;r' �� ? , VC : ;,. %; 7 k : INSTALL: ,m :. > •. OPEN GRASS LINED \ \� a 4 y°f # < ii_ i=�;r { sr } "s I'. / v -DITCH WITH 2:1� i.4� �'i-• s.o , c0 `� w I 3 �' t p `,.`O°' w6'h SIDE SLOPES. 4, 1 % \\ p'\ f `•< a~ed' a�n \• I h f. /, ?... f.5` :a•a \ /' h a .l a s ig f if REMOVE EXISTING 20' w 6 PVC PIPE I—• z 0' 1 1 a' F>= LLJ 4 W F .0 I \ t a n u a t /;t \ 2 \ 6 \\ z APPROXIMATE EXISTING Lit ?i Q v� g \yb E \\ c`�', GROUNQ ©N L 00 N Pe•- s a i \` s _ 00 Q - - `\ 111-- ""•"M„ t 1 1 i f ",L' C, 'C.0 � Ljj Lo Zz w N X17 U-) C4 CV Z rn 2" COMPACTED DEPTH F= F. 7 j w X rl z COMPACTED SUBGRADE CLASS "B" ASPHALT 1 j �� w d $ ? 307' 4" COMPACTED DEPTH CRUSHED ROCK BASE -' o• E DRIVEWAY DETAIL ,� '' . ,� rn NTS n o t a Lij �, ' 1 ol2oJo8 tj O v : r� ` ��� u F /y ry 4Sw! ^S p Z�v6V 1 O [� , Ld Ql- ss70NA L La C ui a'� „: ,:: EXPIRES 6 11 08 m It 0- 336003 S ' •33coo D cam-- I _ 77t 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W O PROPERTY LINE 3' -01, Mitt -s -Q FUTURE 0 6" BUILDING SEWER PIPE z co OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 829 w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER D 04 TEE WITH 6" SIDE OUTLET _j PORTION WHITE ANS STENCIL ON SIDE cr_ r WpRDING - SEWER- WITH 3" HIGH BLACK LETTERS. a °z L AND #6 WIRE WRAPPED AROUND THE STUD AND O m o w OL EXTENDED TO THE TOP OF THE STUD. CJ X V STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 18 TO 20` In m 16 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 72" BEHIND BOCK Of SIDEWALK THAT 1S ADJACENT TO CURB _QL °yea° En En UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST Ld II. � ®� N O WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 0 6Q" ALLOWABLE MAX, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH. � RAISED PAVEMENT MARKER TYPE 88 AS FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2' STIMSONITE TWO -WAY BLUE. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE, -PIECE CIO No o ©�Cj 113 :5 MIX CONCRETE T°s ' �I" W U •� % P�{Si101 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W O PROPERTY LINE 3' -01, Mitt -s -Q FUTURE 0 6" BUILDING SEWER PIPE BUILDING SEWER OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 829 w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET _j PORTION WHITE ANS STENCIL ON SIDE r WpRDING - SEWER- WITH 3" HIGH BLACK LETTERS. a L AND #6 WIRE WRAPPED AROUND THE STUD AND O 6 SIDE SEWER AND BUILDING SEWER OL EXTENDED TO THE TOP OF THE STUD. CJ X V STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 18 TO 20` In m 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 72" BEHIND BOCK Of SIDEWALK THAT 1S ADJACENT TO CURB P °yea° °- UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 3 IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS PAINT No. 43 -655 SAFELY YELLOW OR APPROVED EQUAL. MA1C 4 ' WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. rx 6Q" ALLOWABLE MAX, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH. � RAISED PAVEMENT MARKER TYPE 88 AS FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2' STIMSONITE TWO -WAY BLUE. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE, -PIECE CIO ©�Cj 113 :5 MIX CONCRETE T°s CN BLOCKING � / �*r I % P�{Si101 CONCRETE BLOCKING BASE SECTION LENGTH TO FIT, MIN SLOPE wi HORIZONTAL CONCRETE BLOCKING 1 6" SIDE OUTLET TEE s" MIN. SEWER. MAIN ZSEWER MAIN STANDARD SIDE SEWER INSTALLATION CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE) OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION z n o ELEVATION i, ��� 6' GATE VALVE (FL X MJ) EQUAL TO, MUELLER CO, A- 2380 -16 ADOPTED NOTE + + CITY OF RENTON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY � Standard plans LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. i LST DATE! 12115191 - 12" 8" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4' DATE REVISION BY AP 4a DWG, NAME: BR39 SP PACE.-B078 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W O FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 b 0 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 829 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5 -1/4' MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECT40NS a L NATIONAL STANDARD THREADS, 4' PUMPER CONNECTION CITY OF O ° SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X V STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 18 TO 20` In m 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 72" BEHIND BOCK Of SIDEWALK THAT 1S ADJACENT TO CURB P °yea° PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE 3 r- PAINT No. 43 -655 SAFELY YELLOW OR APPROVED EQUAL. MA1C 4 ' chi rx z PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH. � RAISED PAVEMENT MARKER TYPE 88 AS FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2' STIMSONITE TWO -WAY BLUE. -PIECE CIO ax TWO CAST IRON VALVE BOX. EQUAL TO OLYMIC FOUNDRY CO. STANDARD S' TOP SECTION WITH REGULAR I CONCRETE BLOCKING BASE SECTION LENGTH TO FIT, LU wi CONCRETE BLOCKING 1 CAST IRON T EE. WITH 6" FLANGE SIDE OUTLET, z n o i, ��� 6' GATE VALVE (FL X MJ) EQUAL TO, MUELLER CO, A- 2380 -16 Q V , Z r < - 12" 8" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4' o ° w STEEL TIE RODS. SEE STO DETAIL FOR TIE RODS. 16" x x 4" MININUM B' u h CONCRETE BLOCK 7 Cu. FT. MINIMUM WASHED GRAVEL PASSING 1 -I12" AND RETAINED ON 1/4" MESH FOR DRAIN. N U FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN S RADIUS O_ m- CL d r LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK I % 5' STORTZ a 6 % 1 6 ��\`\,•\ �fi��� \�!� \.� \;����\�� \'��\����'`` FIRE HYDRANT ASSEMBLY DETAIL CUT FIB( ` ADOPTED o RENTON + co HYDRANT LOCATION IN CUT OR FILL d Standard ar 9tandnrd Plans LEF DATE: 5/18/95 5 18 95 Revised Pumper Port DCV DT 112/15/921 Corrected text do Changed point colov RTM DF j o } I DATE REVISION JBYIAPPR DWG. NAME: BR24 SP PAGE: 8102 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W b L chi uj CIO I LU U 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W