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Home My WebLink AboutS-363103BUILDING DOWNSPOUT FLOW FINE ME SCREEN NOTE IF EXISTING INFILTRATABLE SOIL IS NOT MEDIUM SAND, THE MINIMUM DRAIN ROCK VOLUME MUST BE ADJUSTED FOR FIELD CONDITIONS PER 2009 KCSWDM (90 CU. FT. ROCK PER 10,000 SQ. FT. ROOF AREA FOR MEDIUM SAND) MIN I MIN r MIN I MINI MIN 2" CLASS 'B' \ ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR 111- -- ----- -{{{AS REQUIRED BY ENGINEER 1 11 V 1' MIN (MINI IN IMINIMIN 2" CLASS 'B' FACE OF CURB OR EDGE OF PAVEMENT 2" TO 6 CLASS 'E' CEN7RUNE OR O R LANE UNE CLASS 'B' F— 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE GEOTE %TILE ON ROCK DRY WELL DETAIL N.T.S. SARAH'S SHORT PL A T A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON CLEANOUT , TOPSOIL F min. i 4' PVC TIGHTUNE 1��' � 4" PVC MANHOLE FRAME AND COVER _ TIGHTLINE CATCH BASIN SPNp� (YARD M DRAIN) SIDES OF HOLE rU`E'p\J LINED WITH GEOTEXTILE DRY WELL DETAIL N.T.S. SARAH'S SHORT PL A T A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON CLEANOUT , TOPSOIL F min. i 4' PVC TIGHTUNE 1��' � MANHOLE FRAME AND COVER _ 6' SEE STD. (PLAN 4D1 24" ADJUSTMENT RINGS (2' MIN.) 12" MAX ! SEE NOTE 6 MORTAR. JOINT(S) (3/8" MIN ) D SEE NOTE 5 '" CONE (ECCENTRIC) RUBBER -: GASKETED JOINTS IN MIN. 1' ABOVE SEASONAL HIGH GROUNDWATER TABLE 42" MAX 24" MIN 1 1 5„ 2 -1/2" I I 1 _1 /2•B STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. IPIPE CAP 2" GALVANIZED STEEL PIPE --, CEMENT 1 -1/2' CONCRETE CLASS 'B' ` 3' 5 /8th 1 -1/2' MINUS ~ =c' CRUSHED ROCK 10' 8" FOR ALL ARTERIALS I 2' MIN ) LEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB GROUND MOUNTED STREET NAME SIGNS Encompass �, ENGINEERING & 5 RVEYING 165 NE Juniper Street, Suite 201 2 Issaouah, WA 98027 1 Phone: (425) 392 -0250 Far: (425) 391 -3055 NO. AA =A DRIVEWAY SECTION ACROSS INFILTRATION TRENCH N.T.S. 9.5' 28' PRIVATE ACCESS /LANDSCAPING EASEMENT PRIVATE DRAINAGE B EASEMENT 20' ASPHALT PAVING I'- '— LANDSCAPING 5' (12' PAVING LOTS 2 & 3) EASEMENT GRASSED -_j FILTER ,I 12'x6" DEEP FILTER ,1 L�G,°.Al' FA °o °niC vvc °n ::ASHED STRIP EL FILLED ROCK WHERE DRIVEWAYS TO I ( TRENCH LOTS ARE CONSTRUCTED r6" ,.MEO\NO 18" MIN. 000 ,+MSppCYp Sp 4" CLASS 'B' ASPHALT CONCRETE 3" - 5/8" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE WASHED ROCK --- �24" MIN. 1.5" TO 0.75" 3" - 1 1/4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED PRIVATE ACCESS DRAINAGE CONTROL N. T. S. FABRIC 5- 363103 Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY oESwN TJRH 1"=20' xoraam a teesT. Qi ,T CITY OF ITrAL ,6 qWN: RENTON N JAPPPR JEF DATUM pE HN EVIEW JEF 4/10 12 avEam.JR AT F„„. Planning /Building /Public Works Dept. IF NOT ONE WEN REVISION BY ,DATE — �"` " C0Pp1HA' TJR Ilri iC$li4 CHECKED FOR COMPUANCE TO CITY STANDARDS DATE DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. SARAH'S SHORT PLAT BM 3/15/12 DETAILS PWL wW xo: 11627 MANHOLE FRAME AND COVER 6' SEE STD. (PLAN 4D1 24" ADJUSTMENT RINGS (2' MIN.) 12" MAX ! SEE NOTE 6 MORTAR. JOINT(S) (3/8" MIN ) D SEE NOTE 5 '" CONE (ECCENTRIC) RUBBER -: GASKETED JOINTS IN °.ACCORDANCE WIN ASTM iC 443 C' STEPS - POLYPROPYLENE: STEPS 6 -7J2'� SHALL : BE INCLUDED 7' MIN. CONCRETE RISER BY PIPE INC, OR APPROVED EQUAL. 12 '(TYP) LADDER POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE -'E' .CONCRETE SHELF 1% PRECAST BASE SECTION I OR CAST iN SHELF. 1 NOT TO SCALE :. _.'A' B C 'D' ''E�Rp) 48' MH r 48" '.6 "'MIN. 5"MN 24" MIN 21 " '54" MH - 54' - - 8" MIN." 60" MH- 60' 8" MIN.' 6 ".MIN.- 42' MIN. 30 "; MOMS' 1 STEPS TO BE POLYPROPYLENE SAFETY: STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. ; 3. CASING SHALL BE PER `STD PLAN 4D1.:_ 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE S ALL: JOINTS BETWEEN THE CONE, RISER' RINGS:: BRICKS AND CASTING SHALL BE GROUTED. 6 'ADJUSTMENT OF THE CASING TO: GRADE SHALL: BE ACCOMPLISHED Mm A'COMBINATION OF rADJUSTMENT RINGS;;. BRICKS AND ?MORTAR <:ONI Y. BRICKS SHALL BE STAGGERED TO CREAM A RUNNING -BOND: OR 1/2: BOND. ` LISP OF SHIMS IS PROHIBTEO 7. d'SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH 'A HIGH' SOLIDS: URETHANE COATING;:.WASSER MC- AROSHIELD OR APPROVED' EQUAL:': COLOR OF COATING SHALL BE WHITE B. RUBBER > GASKETED : JOINTS SHALL BE IN CONFORMANCE :WITH ASTM C -443.0 9. : CHANNEL: HEIGHT.. SHALL. BE A' MINIMUM'S OF'3 /4 OF THE INSIDE DIAMETER OF TPE LARGEST PIPE 10." CONNECTIONS: TO MANHOLE SHALL BE MADE USING I.GPK: ADAPTOR;'. KOR- N_SEAI BOOTS OR P: APPROVED EQUAL.' 11 IN UNIMPROVED AREAS MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12 ". ABOVE :'FINISHED .GRADE -OR MUST HAVE A MINIMUM - 2'.' DIAMETER : CONCRETE RINGS POURED AT GRADE. IN PAVED' AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. .(Y " PUBLIC WORKS STANDARD SANITARY MANHOLE: STD. PLAN - 400.1 DEPARTMENT ^p� SEPTEMBER 2011 AA =A DRIVEWAY SECTION ACROSS INFILTRATION TRENCH N.T.S. 9.5' 28' PRIVATE ACCESS /LANDSCAPING EASEMENT PRIVATE DRAINAGE B EASEMENT 20' ASPHALT PAVING I'- '— LANDSCAPING 5' (12' PAVING LOTS 2 & 3) EASEMENT GRASSED -_j FILTER ,I 12'x6" DEEP FILTER ,1 L�G,°.Al' FA °o °niC vvc °n ::ASHED STRIP EL FILLED ROCK WHERE DRIVEWAYS TO I ( TRENCH LOTS ARE CONSTRUCTED r6" ,.MEO\NO 18" MIN. 000 ,+MSppCYp Sp 4" CLASS 'B' ASPHALT CONCRETE 3" - 5/8" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE WASHED ROCK --- �24" MIN. 1.5" TO 0.75" 3" - 1 1/4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED PRIVATE ACCESS DRAINAGE CONTROL N. T. S. FABRIC 5- 363103 Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY oESwN TJRH 1"=20' xoraam a teesT. Qi ,T CITY OF ITrAL ,6 qWN: RENTON N JAPPPR JEF DATUM pE HN EVIEW JEF 4/10 12 avEam.JR AT F„„. Planning /Building /Public Works Dept. IF NOT ONE WEN REVISION BY ,DATE — �"` " C0Pp1HA' TJR Ilri iC$li4 CHECKED FOR COMPUANCE TO CITY STANDARDS DATE DATE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. SARAH'S SHORT PLAT BM 3/15/12 DETAILS PWL wW xo: 11627