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Home My WebLink AboutS-337301M M 'r a w a N x �o 3 i 4.� o W M N 0 0 O 3 �z D U W m a TL #9116 a io i A POR ION of the S.E. 1 4, SECTION 4 TOW SHIP 23 N.,- RANGE 5 E., W.M. STEPS - 3/4" DEFORMED BAR 30 A.tB I k A26 LOT 22 I J I LOT 23 /STA 3 +50, 5' L REDMOND VE) LOT 24 LOT 25 I I r N N OT 26 u2p I LOT 27.1y k d� h I LOT 28 > I / STA 6 +38 5 LT EDM, STA 5 +31 (SEW�RA MAIN) SAN SEWER MH (TYP A, 48 ") � g P SNS•/ // LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; EXISTING 15' SAN SEWER I STA 2 +43 (SEWER M RIM: 426.45 IE: 41 a.o (s "Pc,, WCUT & REPAIR DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 1a / / SAN SEWER MH #3 (TY RIM: 412.1 - - - 4.5' LANDSC.� - - - PP 5;' I '03'12'W 640.35' _ - - - - -I- - - - - IE: 404.0 8 PVC, N & N / m 288' - 8' PVC SEWER MAIN -® 4.86 %'. SHED _4 73 IE: 393.39 (OUT) _ o -' - FH � Q 6+14 3 +00 d 4 +00 NEW 8" WATER MAIN A22 5 +00 ; I- 6 +00 5' EWAtt�- -- -- _ - ----- AZA 50' 55' \ 50' N q8 R ]15 STA 5 +25 STA 5 1� PVC SDR 6" SEWER STUB I SIDE SEWER D TRACT B 6" SEWER STUB L MIN 2i I STA 4 +03 STA 3+ ' ® MIN. 2% I ®b11fJ. 2 %p STA 4 +26 6" SEWER STUB 1 6' SEWER STUB IE: 419.7 li S PE (TYP) ,-!E: 419.0 ii , 6'. SEWER STUBI IE MIN. 2 @ MIN. 2 %\ �. S I �J ®• 414 6% E: 41,' IE: 409.5 \ \\ I I iCONC. N01 *03'12'E 213.02' W I ; X22 o I 2 R__ �MIN_FFE: 1 MIN FF M1 cll - - - 422.5 I i 418.5 -` -/ h _ 34.00' ans - - - - - -- I ; I MIN FFE: 1 SHED T i, 1 N01 *03'12'E 3 - - - -- -- _r- _ , COVERED I , 418.0 I ; MIN FFEt \ 1 i AREA i 414.0 T� C T I i L J.. co r ( �. 4 Q A 20' PUBLIC UTILITY & I �� I ACCESS SHED ESMT. co -� - I \ 50' �- 55' - L - - 50' - 1� - - 65_ - _ 73.1' -7 �\- L 20 \ N01.03'12'E 393.11' I x, NEW PROFILE ® C.L. OF PAVEMENT "� u / E ^��lOF�IL EAST ' 430 430 0 as 420 ST 415 RB IE: p 410 405 N 400 3 +00 J-1-JU 4 +UU r-rav S+UU - ' -- PROFILE - REDMOND AVE. NE SCALE: HORIZ: 1" = 20' VERT.• 1" = 5' RECOMMENDED FOR APPROVAL 5 A ALL TRENCH RESTORATION SHALL BE PER �`�`��. °F WAS HcoF� eY. / DATE CURRENT CITY OF RENTON TRENCH eY��a5 DATE.• RESTORATION AND STREET OVERLAY ��F 2°s� REQUIREMENTS. /OyIsL G �yv� BY: DATE: EXPIRES: 3/l/ 200x$ BY: DATE.• LOT 29 D) I A, 48 ") 141.4' M FFE: 8.0 15' PUBLIC SEWER & i DRAINAGE EASEMENT 40' - 8' VC SEWER MA STA 0+98 I 9 1.25% 6" SEWER STUB ® MIN. 2% - -- - �- -- __ - -_IE: 398_2_- - " 1 } 117.5' - 8' PVC SEWER MAIN ® 5.96% STA 1 +97.5 SEWER MAIN) REMOVE & SAN SEWER M #2 (TYPE A, 48 ") REBUILD EXIST. RIM: 411.4 ROCKERY IE: 403.5 (8" PVC, E,W & S) I 6 STA 1 +04 MIN FFE: 6" SEWER STUB 0 408.0 ®MIN. 2% IE: 398.9 -- -- _ 100' - -- Z STA 0 62 6" SE R STUB w @ MIN. 2% IE: 404 5 a ' 5 'o N I MIN FFE: I. w I 408.0 �- - -- -- aT 100' STA-0 98 SE R MAIN) CLEAN OUT 0 PROP- LINE TOP: 410.5 (MATCH GRADE) IE: 404.5 (8" PVC, E) 420 to i ;W 415 N 410 MORTA FILLET 40'- "' PVC SEWER MAIN ® 1.25% 405 117.5' -8'PVC SEWER MAIN ® 5.95% FORESTBROOK TOWNHOMES STA 0 +OON (SEWER MAIN) EXIST. SAN SEWER MAN HOLE STD. MH, 48" DIA RIM: 394.6 IE; 389.9. (EXIST. 8 ", SE) IE: 390.1 (NEW 8 ", N) CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION RE- CHANNEL BOTTOM AS NECESSARY \ EXISTING CB TYPE 1) RIM: 398.41 IE: 395.04 CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR NOTES: l 8• CONCRETE RISER BY PIPE INC., STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. / / � g P SNS•/ // LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; EXISTING 15' SAN SEWER e EASEMENT PRECAST BASE SECTION WITH ASTM C -441 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE WCUT & REPAIR DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 EXIST. ASPHALT PER SANITARY MANHOLE TYPICAL DETAII. CITY OF RENTON STDS. COORDINATE T O � I W/ CONDO H.O.A. Z77 RIM: 399.81 m 3 IE: 393.55 (IN) _4 73 IE: 393.39 (OUT) r O o � Q 2 STA 0 +80 SEWER MAIN SAN SEWER MH #1 (TYPE A, 48 ") 3 RIM: 402.2 (MATCH EX. GRADE) �p I IE: 396.5 (8" PVC, N & SE) z O C II N I iI � ��fiTl�l 1 ■ ®�"�i'i�.��® ®iii ®� ®faL"1•�� -� lMl �F>I -�� ® ®� FRq In III, . , MMIIM - -- .. ®® ®tea ®_ 111M® ®- .-11-1, ®�-1 ®� f►^_:�l1Ir111 fox WI Nrr��1�_III�GI •��- - -_ -- __S- _ • t ��i�lll��l _'�li Ell LIM! 0 as 420 ST 415 RB IE: p 410 405 N 400 3 +00 J-1-JU 4 +UU r-rav S+UU - ' -- PROFILE - REDMOND AVE. NE SCALE: HORIZ: 1" = 20' VERT.• 1" = 5' RECOMMENDED FOR APPROVAL 5 A ALL TRENCH RESTORATION SHALL BE PER �`�`��. °F WAS HcoF� eY. / DATE CURRENT CITY OF RENTON TRENCH eY��a5 DATE.• RESTORATION AND STREET OVERLAY ��F 2°s� REQUIREMENTS. /OyIsL G �yv� BY: DATE: EXPIRES: 3/l/ 200x$ BY: DATE.• LOT 29 D) I A, 48 ") 141.4' M FFE: 8.0 15' PUBLIC SEWER & i DRAINAGE EASEMENT 40' - 8' VC SEWER MA STA 0+98 I 9 1.25% 6" SEWER STUB ® MIN. 2% - -- - �- -- __ - -_IE: 398_2_- - " 1 } 117.5' - 8' PVC SEWER MAIN ® 5.96% STA 1 +97.5 SEWER MAIN) REMOVE & SAN SEWER M #2 (TYPE A, 48 ") REBUILD EXIST. RIM: 411.4 ROCKERY IE: 403.5 (8" PVC, E,W & S) I 6 STA 1 +04 MIN FFE: 6" SEWER STUB 0 408.0 ®MIN. 2% IE: 398.9 -- -- _ 100' - -- Z STA 0 62 6" SE R STUB w @ MIN. 2% IE: 404 5 a ' 5 'o N I MIN FFE: I. w I 408.0 �- - -- -- aT 100' STA-0 98 SE R MAIN) CLEAN OUT 0 PROP- LINE TOP: 410.5 (MATCH GRADE) IE: 404.5 (8" PVC, E) 420 to i ;W 415 N 410 MORTA FILLET 40'- "' PVC SEWER MAIN ® 1.25% 405 117.5' -8'PVC SEWER MAIN ® 5.95% FORESTBROOK TOWNHOMES STA 0 +OON (SEWER MAIN) EXIST. SAN SEWER MAN HOLE STD. MH, 48" DIA RIM: 394.6 IE; 389.9. (EXIST. 8 ", SE) IE: 390.1 (NEW 8 ", N) CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION RE- CHANNEL BOTTOM AS NECESSARY \ EXISTING CB TYPE 1) RIM: 398.41 MANHOLE FRAME AND COVER SEE DRAWING BR29 IE: 395.04 CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR NOTES: l 8• CONCRETE RISER BY PIPE INC., STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. / / � g P SNS•/ // LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; EXISTING 15' SAN SEWER e EASEMENT PRECAST BASE SECTION WITH ASTM C -441 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE WCUT & REPAIR DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 EXIST. ASPHALT PER SANITARY MANHOLE TYPICAL DETAII. CITY OF RENTON STDS. COORDINATE T O � I W/ CONDO H.O.A. Z77 RIM: 399.81 m 3 IE: 393.55 (IN) _4 73 IE: 393.39 (OUT) r O o � Q 2 STA 0 +80 SEWER MAIN SAN SEWER MH #1 (TYPE A, 48 ") 3 RIM: 402.2 (MATCH EX. GRADE) �p I IE: 396.5 (8" PVC, N & SE) z O C II N I iI � MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR NOTES: STEPS SHALL BE INCLUDED 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY CONCRETE RISER BY PIPE INC., STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. ( IN FEEL' ) 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. MAX. PIPE SIZE - 21" I.D. 5, ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) LADDER -STD. ALUMINUM OR GALVANIZED STEEL WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- CONSEAL OR APPROVED EQUAL; CONCRETE SHELF COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PRECAST BASE SECTION WITH ASTM C -441 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE OR CAST IN SHELF, DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK FOX No. (253) 850 -0155 ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARY MANHOLE TYPICAL DETAII. DETAII. NO Bit 400 SANITARY MANHOLE TYPICAL DETAIL _ NOT TO SCALE SaM47501 LUA 05 -065 CITY OF RENT'ON DEPARTMENT OF PUBLIC WORKS SEWER PLAN WEBBER SHORT PLAT DESIGNED: .I.TJ DATE: 12/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1 " =20' "E'D WOK- PAGE: APPROVED: SHEET: 7 OF: 11 STA 6 +38, 5' LT (REDMOND AVE) +50 RIM: 412.1 IE: 404.0 (8" PVC, N &W) STA 6 +48.5, 35.2' RT (REDMOND) STA 1 +97.5 SEWER MAIN GRAPHIC SCALE SAN SEWER MH #2 (TYPE A, 48 ") 20 D 10 20 4D BD RIM: 411.4 IE: 403.5 (8" PVC, E,W & S) ( IN FEEL' ) 1 inch = 20' ft. ENGINEER: JAEGER ENGINEERING 9419 South 204th Place 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 Kent, WA. 98031 2. REVISED PER CITY REVIEW JJJ 2 -22 -07 Phone No. (253) 850 -0934 N0. REVISION BY APPR. DATE FOX No. (253) 850 -0155 SaM47501 LUA 05 -065 CITY OF RENT'ON DEPARTMENT OF PUBLIC WORKS SEWER PLAN WEBBER SHORT PLAT DESIGNED: .I.TJ DATE: 12/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1 " =20' "E'D WOK- PAGE: APPROVED: SHEET: 7 OF: 11