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Home My WebLink AboutS-305501e 0 M 1~— o, V) cn 1 CL 71 CL CV rN I EMU" CONMC7 NOTE jl Ar CwwILw SIML K AESPOIAM.E FOR YE:RIfYw TNC toc T110m V ON6NSM AND DIDIM OF ALL EXSI w unLnm WED** SHOIIN ON N= &I on E71ttOY> P'AF7R CONSl1MICA0► 1WS� SW4L MMSUDE C41MlC UJYRY LOCATE 0 1- 8110- r24 -3=1 AND THEN W +' lu' idA► ��gp '�+ET11#aSE►iuH�A�NAOS'a�L�s" y�L'� �M�1710N."'►Q"Ml�ill W 9101YD O p p 7HE11N"�ARE SraLL CONSLLT CRAMP NORDWEST W_ TO RESOLVE ALL PROKENS PRMtR TO PROOEEUM WTH COAS"KC111ft Z CL Y CL Y F < r 0' — O I L/') 7: = L� J u: ' 0_ ZO < f- �O ao isb ®o of E_ 3 g [�z u W �o: s� (LL) 04 N u � � ka� UTILITIES PLAN FOR OPHELIA KWAN LOCATED IN THE N. W. 114, OF THE S. W. 114, OF SECTION 18, AND THE N.E. 114 OF THE S.E. 114 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON 1 / 130 /« PF 11 N/ V6 , / l N / 12aJ .O ~ �o 0 W E 6" BUILDING SEWER PIPE OT 1 B / q PROPERTY LINE FUTURE BUILDING SEWER s / 122 1 =10 / / 2 `2 "x 4" STUD SERVICE MARKER PAINT UPPER / TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE / o \ / / WORDING "SEWER" WITH 3' HIGH BLACK LETTERS. S�p �Sji CO 11Z / 6" SIDE SEWER AND BUILDING SEWER AND ys WIRE WRAPPED AROUND THE STUD AND 6" EXTENDED 70 THE TOP OF THE STUD. /119 SOT ?3 LOT r— PROVIDE STQRZ FITTING ON EX FH �r 1� 1 4 112 ` 24 / UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST ! I gRFA_ / IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS J ? 30, 83 / WHEN CONNEL SING NEW SIDE SEWERS TO EXISTING MAIN. c 116 VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 j zor /l 60" ALLOWABLE MAX. PIPE SEWER MAINS ARE TO BE CORE DRILLED J 2 ?$ FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 7 14 / 1:3:5 MIX / 148' 6" PVC /0 9.93% B�ocxlENC C� 2% MIN SLOPE y0(! / c,_ 6" SIDE OUTLET TEE HORIZONTAL Sf I v/jS f /pq % l SEWER MAIN / 6" MIN. °SEWER MAIN / /Li J cp y> c� yOUSf l nCXf y-- r,, - �/ ` -_`' . OF TEE AT MuN1 OVER 25E TYPICAL SIDE SEWER ELEVATION v .. Gi o /// �� FF 0� Rrr [ i'�J'. 'i�l�El'fE9� ELEVATION Q0� k INGRESS /EGRESS � NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY Ordirane_ 4861 j0$ Ae�;, _ l ,,,UTILITIES /EASEMENj LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. J "°y+l £X ¢• 108 RAIN STUB 175' 6 i'PVC 0 2q MIN DL % Z2, SIDE SEWER P[wAl£R EW METItRS & SERVICE , 90 C�NC V �f flF 'p�T ` SS 0 2y Y' CITY OF RENTON NTS =94.98 PLUMBING BY OTHERS C0k De ♦ail Dr"-BRtP1 PL CONNECT TO EX 4 . \ DTL/'6 /BEND (MJXMJ) A4' SLEEVE s cr f EA �v i VIA 4 IyA�.� -t SS BfN _ FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 _ OR My /P /11 y 'Y > 3 fOCf OF AND CMUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT a 7049 Z1<� gS/'Nq�T INLET WITH LUGS. 1 5 -1/4" MAIN VALVE OPENING. TWO 2-1/2' HOSE CONNECTIONS N�rS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF A p / SEA—LE THREADS WITH A STORTZ ADAPTOR. 4" SEATTLE THREAD STA 11 +J8, DTL 5 5 t5tt "billidw tmi%� �O 62pOp•,�C /n X 1 "PEN STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. v p 2 1 -t /4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE S A 2+23 WA'f ' PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE REMOVE CAP, CONNECT TO EY 8" WATER l 4T PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. 8 X4 TEE (MJXFL), 4" GV (FLXM Imo$ PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. (CONTRACTOR SHALL VERIFY ON CONC BLKG 13¢0p '° WATER LOCATION PRIOR TO CONSTRUCTION) � PRE HYDRANT EXTENSION TO BE USED IF REQUIRED. REMOVE EX METER CONNECT TO EX 8" SS SM30-5501 TA 11 +96 45 -8" DI FULL SADDLE TAP, DTL 1/2 \ CONCRETE BLOCKING J L N IE =94.3t (CONTRACTOR FVE riY4RANT ASSE 8LY 8 X8 X6 TEE (MJXFL I SHALL 'VERIFY INVERT AND LOCATION = �• I r . 6" GV fFLXMJ), CONC BLKG OF SEWER PRIOR TO CONSTRUCTION) a DTL 2 L TRACTOR SHALL g DOORUINA WITH C O TO INSTALL 110 CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. IRE HYDRANT ST B AND SERVICES uj IN UTILITIES PLAN 9 1..-20' ROCXERY NOTE.- A LICENSED ENGINEER WITH GEO -E' ONC& EXPERTISE MUST BE RETAINED FOR PROPOSED ROCKERIES GREATER THAN FOUR FEET IN HEIGHT. THE ENGINEER MUST MONITOR ROCKERY CONSTRUCTION AND VERIFY IN WRITING THAT THE ROCKERY WAS CONSTRUCTED IN GEk_RAL ACCORDANCE WITH ARC STANDARDS AND WITH HIS /HER SUPPLEMENTAL RECOMMENDATIONS,'IN A PROFESSIONAL MANNER AND OF COMPETENT AND SUITABLE MATERIAL WRITN VWCATION BY THE ENGINEER MUST BE PROVIDED TO THE CITY OF RENTON PUBM WORKS WSPECTOR P OR TO APPROVAL OF AN OCCUPANCY PERMIT OR PLAT 102 APPROVAL FOR THE PRUCT. NOTES.- f.' PROPOSED LOTS f 2 SHALL BE REQUIRED TO UTILIZE THE 21 FOOT FIDZ EAM(ENT POR VEHICULAR ACCESS TO S. )! 4TH M. gB zz 2.• THE APPLICANT SHALL INSTALL A CONSTRUCTION FENCE AND SILT FENCE 0 ALONG DO]rN SLOPE PERIMETER OF THE SITE THE SILT FENCE SHALL BE IN PLACE BEFORE CLEARING AND GRADING IS INITLlTED. 3. THE APPLICANTS CONTRACTOR SHALL PERFORM DAILY INSPECTIONS OF THE EROSION CONTROL SYSTEW AND PROVIDE ANY RECOMMENDATIONS REGARDING 94 MODIFICATION OR REDESIGN TO THE INSPECTOR OF RECORD. 5. K R 01-0 f9 Cramer Northwest Inc. A 'p ENGINEERS, SURVEYORS & PLANNERS 90 945 N. CENTRAL, STE. #104, KENT, WA 98032 1 —c q.p- (253)7152 -4880 (local) or 1- (800)251 -0189 (toll frn) (253)852 -4955 (fox) L Ut Z 7 #0 ° t1•- j wr E-MAIL- cn[Ocramomw.com OM 11/26/20031 ww •a' -!®fit 18" TO 20" BEHIND BACK OF CURB EX . PRADE OR 12 BEHIND BACK OF SIDEWALK J w THAT IS ADJACENT TO CURB a TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH I MAX 4" REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090). - MIN 2 RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO -WAY BLUE. CONCRETE BLOCKING 11 42" MIN H 11. BURY VICES TA 11 +96 45 -8" DI FULL SADDLE TAP, DTL 1/2 \ CONCRETE BLOCKING J L N IE =94.3t (CONTRACTOR FVE riY4RANT ASSE 8LY 8 X8 X6 TEE (MJXFL I SHALL 'VERIFY INVERT AND LOCATION = �• I r . 6" GV fFLXMJ), CONC BLKG OF SEWER PRIOR TO CONSTRUCTION) a DTL 2 L TRACTOR SHALL g DOORUINA WITH C O TO INSTALL 110 CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. IRE HYDRANT ST B AND SERVICES uj IN UTILITIES PLAN 9 1..-20' ROCXERY NOTE.- A LICENSED ENGINEER WITH GEO -E' ONC& EXPERTISE MUST BE RETAINED FOR PROPOSED ROCKERIES GREATER THAN FOUR FEET IN HEIGHT. THE ENGINEER MUST MONITOR ROCKERY CONSTRUCTION AND VERIFY IN WRITING THAT THE ROCKERY WAS CONSTRUCTED IN GEk_RAL ACCORDANCE WITH ARC STANDARDS AND WITH HIS /HER SUPPLEMENTAL RECOMMENDATIONS,'IN A PROFESSIONAL MANNER AND OF COMPETENT AND SUITABLE MATERIAL WRITN VWCATION BY THE ENGINEER MUST BE PROVIDED TO THE CITY OF RENTON PUBM WORKS WSPECTOR P OR TO APPROVAL OF AN OCCUPANCY PERMIT OR PLAT 102 APPROVAL FOR THE PRUCT. NOTES.- f.' PROPOSED LOTS f 2 SHALL BE REQUIRED TO UTILIZE THE 21 FOOT FIDZ EAM(ENT POR VEHICULAR ACCESS TO S. )! 4TH M. gB zz 2.• THE APPLICANT SHALL INSTALL A CONSTRUCTION FENCE AND SILT FENCE 0 ALONG DO]rN SLOPE PERIMETER OF THE SITE THE SILT FENCE SHALL BE IN PLACE BEFORE CLEARING AND GRADING IS INITLlTED. 3. THE APPLICANTS CONTRACTOR SHALL PERFORM DAILY INSPECTIONS OF THE EROSION CONTROL SYSTEW AND PROVIDE ANY RECOMMENDATIONS REGARDING 94 MODIFICATION OR REDESIGN TO THE INSPECTOR OF RECORD. 5. K R 01-0 f9 Cramer Northwest Inc. A 'p ENGINEERS, SURVEYORS & PLANNERS 90 945 N. CENTRAL, STE. #104, KENT, WA 98032 1 —c q.p- (253)7152 -4880 (local) or 1- (800)251 -0189 (toll frn) (253)852 -4955 (fox) L Ut Z 7 #0 ° t1•- j wr E-MAIL- cn[Ocramomw.com OM 11/26/20031 ww •a' -!®fit SW 4TH ST. PROFILE 1 " =20' H. 1 " =4' V 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 5" STORTZ ONE MAN ROCK I s �6 1 1 6 RECQMMENDED FOR 4PPROVA 0 t.ILI" BY: Omm, DATE: ROL. L 191 31 PR 3ft BY. � �wkfar✓� DATE: telsa /o3 ,HYDRANT LOCATION IN CUT OR FILL S�II BY: DATE: DTL 212, FIRE HYDRANT BY: DATE: NTS SCANNED I44R 2 92-0 moo: ,C_3as.SA2 (g- 3�tt�/ :-os! SaTd1� I k• s< ,r A 3 EX . PRADE J w 11. WATER SE VICES 6' DI TO H - - - +1 _ I EX I S IEM9� H- 4b92. X 8 IE=9S STO FM t. KLM6_VEV WLS1 t LA�I - 6' SS ST IE =94:31 JBS-- SW 4TH ST. PROFILE 1 " =20' H. 1 " =4' V 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 5" STORTZ ONE MAN ROCK I s �6 1 1 6 RECQMMENDED FOR 4PPROVA 0 t.ILI" BY: Omm, DATE: ROL. L 191 31 PR 3ft BY. � �wkfar✓� DATE: telsa /o3 ,HYDRANT LOCATION IN CUT OR FILL S�II BY: DATE: DTL 212, FIRE HYDRANT BY: DATE: NTS SCANNED I44R 2 92-0 moo: ,C_3as.SA2 (g- 3�tt�/ :-os! SaTd1� I k• s< ,r