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Home My WebLink AboutS-337305C"Y ti W z o 0 N 0 L 3 �z N W � V FI{ c v m � Ktl \ C ®91 0 A POR ION of the S.E. 1 4, SECTION 4, TOW SHIP 23 N., RANGE 5 E., W.M. 30 k26 k Zg LOT 25 N N LOT 26 k'`k LOT 22 I I k I - LOT 28 o LOT 23 LOT 23 STA 3 +50, 5' L 1 CRE�DMOND AVE) LOT 24 20 I STA 5+31 (SEWER MAIN) I / / STA 6 +38, 5' LT EDMOND) SAN SEWER MH 4 (TY48 °) �a / STA 2 +43 (SEWER M ) ° RIM: 426.x..3 \ IE: •4t8�-(8" P C, )x{1729 -� _ / / SAN SEWER MH #3 (TY A, 48 ") ° - PP 1 °03'12'h 640.35' - - - _ N RIM: *..9 4S 4.5 LANDSC. �- ° IE: 40*19-(8" PVC, N & ) - _ - - - Ro3.46 - - ---- --- - -- 141.4' 288' - 8' PVC SEWER MAIN 0 *$696 SHED I � ; � � FH - dk-- - - 4 +00 NEW 8" WATER MAIN k22 \ 5 +00 -- , M FFE: 00 \ 8 -------- 1, -____-I WAl:X k2k j 50' 55' I --- _- i 50 STA 5 +25 TA 5 1� PVC SCR 1 TRACT B 6" SEWER STUB 1 6" SEWER STUB _ 5 SIDE SEWER k ® MIN. 2% _d MIN. 2% / l STA '4WE B4'115 STA W l ®MIfJ. 2% , - STA 4 +26 1 6" SEWER STUB IE: 419.7 Jam; 479.0, li OPE (TYP) 6" SEWER STUBI 6" SEWER /STUB ® MIN. 2 - , ®MIN. 2% I O MIN. 2% \ s �� I IE: 414 6 I IE: 413.4 IE: 409.5 \ \\ I ,CONC. N01 °03'12'E 213.02' W � / � I LMINJ•FE: I MIN FF I r - -�- ti 422.5 If 418.5 JJ/ _ 34.00' - - - -- ,I I - L=- - - --- I - - - -- -- `�' N01 °03'12'E -- - } - -, 3 /� -- f-- COVERED MIN FFE: 4 l �1 O ro i , � , SHED MIN FFE. \ I AREA ' 418.0 I 414.0 F v I- -.,' L A 20 PUBLIC �e A's I ` UTILITY & i \ \ \ SHED , ACCESS I - , I ESMT. , 1 1 �\- 55' 50' 65' _ 73.1' �_ L � N01 °03'12'E 393.11' x $ NEW PROFILE ®C.L. _ 1 .01 � \ OF PAVEMENT n I / EX PROFILE ®EAST M u 4 7n Bgs� 425 420 ST SA 415 RI! IE: 410 405 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, o //- M � � a � o N O o � o IE: �463:'r(8" 6" SEWER STUB S.Z: 3 4oz.5S ® MIN. 2% - -- - C"Y ti W z o 0 N 0 L 3 �z N W � V FI{ c v m � Ktl \ C ®91 0 A POR ION of the S.E. 1 4, SECTION 4, TOW SHIP 23 N., RANGE 5 E., W.M. 30 k26 k Zg LOT 25 N N LOT 26 k'`k LOT 22 I I k I - LOT 28 o LOT 23 LOT 23 STA 3 +50, 5' L 1 CRE�DMOND AVE) LOT 24 20 I STA 5+31 (SEWER MAIN) I / / STA 6 +38, 5' LT EDMOND) SAN SEWER MH 4 (TY48 °) �a / STA 2 +43 (SEWER M ) ° RIM: 426.x..3 \ IE: •4t8�-(8" P C, )x{1729 -� _ / / SAN SEWER MH #3 (TY A, 48 ") ° - PP 1 °03'12'h 640.35' - - - _ N RIM: *..9 4S 4.5 LANDSC. �- ° IE: 40*19-(8" PVC, N & ) - _ - - - Ro3.46 - - ---- --- - -- 141.4' 288' - 8' PVC SEWER MAIN 0 *$696 SHED I � ; � � FH - dk-- - - 4 +00 NEW 8" WATER MAIN k22 \ 5 +00 -- , M FFE: 00 \ 8 -------- 1, -____-I WAl:X k2k j 50' 55' I --- _- i 50 STA 5 +25 TA 5 1� PVC SCR 1 TRACT B 6" SEWER STUB 1 6" SEWER STUB _ 5 SIDE SEWER k ® MIN. 2% _d MIN. 2% / l STA '4WE B4'115 STA W l ®MIfJ. 2% , - STA 4 +26 1 6" SEWER STUB IE: 419.7 Jam; 479.0, li OPE (TYP) 6" SEWER STUBI 6" SEWER /STUB ® MIN. 2 - , ®MIN. 2% I O MIN. 2% \ s �� I IE: 414 6 I IE: 413.4 IE: 409.5 \ \\ I ,CONC. N01 °03'12'E 213.02' W � / � I LMINJ•FE: I MIN FF I r - -�- ti 422.5 If 418.5 JJ/ _ 34.00' - - - -- ,I I - L=- - - --- I - - - -- -- `�' N01 °03'12'E -- - } - -, 3 /� -- f-- COVERED MIN FFE: 4 l �1 O ro i , � , SHED MIN FFE. \ I AREA ' 418.0 I 414.0 F v I- -.,' L A 20 PUBLIC �e A's I ` UTILITY & i \ \ \ SHED , ACCESS I - , I ESMT. , 1 1 �\- 55' 50' 65' _ 73.1' �_ L � N01 °03'12'E 393.11' x $ NEW PROFILE ®C.L. _ 1 .01 � \ OF PAVEMENT n I / EX PROFILE ®EAST M u 4 7n Bgs� 425 420 ST SA 415 RI! IE: 410 405 N > 400 On 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, o //- A, 48 ") � 8' VC SEWER MAN STA 0 +98 N > 400 On 3+ + 4 +00 4 + 5 +00 DU PROFILE - REDMOND AVE. NE SCALE: HOR/Z: I"= 20' . VERT.• I"= 5' RECOMMENDED FOR APPROVAL J. J NOTE: OF WASH FCF w ALL TRENCH RESTORATION SHALL BE PER °� N�FO SA BY.' ��n DA 7E: Y CURRENT CITY OF RENTON TRENCH BY DATE• RESTORATION AND STREET OVERLAY 2074 REQUIREMENTS. SOniA �`G�,� ,(o� BY: DATE: EXPIRES: 3/i/290 1 BY. DATE. l 2010 STA 6 +38, 5' LT (REDMOND AVE) SAN SEWER MH #3 (TYPE A. 48') RIM: 412.'h-.4S IE: VV (8" PVC, N &W) STA 6 +48.5, 35,2' RT (REDMOND) STA 1 +97.5 SEWER MAIN SAN SEWER MH #2 (TYPE A, 48 ") RIM: 411.0..35' IE: '4835.. (8" PVC, E,W & S) 4.oz -ST 430 425 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, SAN //- A, 48 ") RJ' - 8' VC SEWER MAN STA 0 +98 405!78. Z.z, ROCKERY IE: �463:'r(8" 6" SEWER STUB S.Z: ° 1- 4oz.5S ® MIN. 2% - -- - IE_398. CHECKED: SJJ `n _90.7' --- - APPR. DATE APPROVED: owec.on o II$44%5L - 8' PVC SEWER AIN - -- - --- -® -=- &•ice -- -- INN ® -_ 111111 _I__'V�i - _ �il ��■ �� ® ®�� ■ �� 0%Kqj7B:ZiClx --r4 lll � �� ■� 411u {#iii°ii�7,j''"��'j��_�_��_ ■ la !11��_�1!'!��_ii��l�lll�il!. CCCiiiiiffLL� 7 L:1��■ - - -�- - ___- ��!��_ �llii�'° 3+ + 4 +00 4 + 5 +00 DU PROFILE - REDMOND AVE. NE SCALE: HOR/Z: I"= 20' . VERT.• I"= 5' RECOMMENDED FOR APPROVAL J. J NOTE: OF WASH FCF w ALL TRENCH RESTORATION SHALL BE PER °� N�FO SA BY.' ��n DA 7E: Y CURRENT CITY OF RENTON TRENCH BY DATE• RESTORATION AND STREET OVERLAY 2074 REQUIREMENTS. SOniA �`G�,� ,(o� BY: DATE: EXPIRES: 3/i/290 1 BY. DATE. l 2010 STA 6 +38, 5' LT (REDMOND AVE) SAN SEWER MH #3 (TYPE A. 48') RIM: 412.'h-.4S IE: VV (8" PVC, N &W) STA 6 +48.5, 35,2' RT (REDMOND) STA 1 +97.5 SEWER MAIN SAN SEWER MH #2 (TYPE A, 48 ") RIM: 411.0..35' IE: '4835.. (8" PVC, E,W & S) 4.oz -ST 430 425 STA 1 +97.5 SEWER 15 PUBLIC SEWER & DRAINAGE EASEMENT FZ, SAN //- A, 48 ") RJ' - 8' VC SEWER MAN STA 0 +98 405!78. Z.z, ROCKERY IE: �463:'r(8" 6" SEWER STUB S.Z: ° 1- 4oz.5S ® MIN. 2% - -- - IE_398. CHECKED: SJJ `n _90.7' --- - APPR. DATE APPROVED: owec.on o II$44%5L - 8' PVC SEWER AIN - -- - --- -® -=- &•ice -- -- STA 1 +97.5 SEWER MAIN) . REMOVE & SAN SEWER M #2(TYPE A, 48 ") REBUILD EXIST. RIM: 411 .'* - 3 405!78. Z.z, ROCKERY IE: �463:'r(8" PVC, E,W & S) SCALE: 1 " =20' 4oz.5S 3. rQ F 1 STA 1 +04 MIN FFE 6" SEWER STUB 0 408.0 ® MIN. 2% _ IE: 398.9 ® -- -- _ 100' STA 0 653 Lull 6" SE R STUB w 0 MIN. 2% > IE: 404 5 LO a- 0 �I n WL ° Z 420 Z J �W 415 1 V) MIN FE: 408.0 100' -_ STA 0 +98 (SEWER MAIN) CLEAN OUT ® PROP. LINE TOP: 4$.5 (MATCH GRADE)4(Z.55 IE:.484-.6' (8" PVC, E) , 402 -�3 410 REVISED PER CITY REVIEW JJJ MORT! 4Z' FILLET _8 PVC DATE; 12/10/05 SEWER MAIN 0 1.-357 2. 405!78. Z.z, i \117.5' - 8' PVC 2 -22 -07 SEWER MAIN SCALE: 1 " =20' ® 5:96% 3. s.-n/ tJ FORESTBROOK TOWNHOMES STA 0 +00 (SEWER MAIN) EXIST. SAN SEWER MAN HOLE STD. MH, 48" CIA RIM: 394.E - -44- 38970 IE: 389. (EXIST. 8 ", SE) IE: 39GA (NEW 8 ", N) 388,79° CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION RE- CHANNEL BOTTOM AS NECESSARY EXISTING CB TYPE 1) RIM: 398.41 I > IE: 395.04 Ao / N/ / q�,y, EXISTING 15' SAN SEWER ' EASEMENT WCUT & REPAIR EXIST. ASPHALT PER CITY OF RENTON STDS. COORDINATE _Tl W/ CONDO H.O.A. 0 o m 1) (_0 RIM: 399.81 I 3 IE: 393.55 (IN) I IE: 393.39 (OUT) C) I o �o STA 0 +80 SEWER MAIN zz SAN SEWER MH #1 (TYPE A. 48 ") I RIM: 492&2 (MATCH EX. GRADE) 400.19 IE: 596..5 (8" PVC, N & SE) \ 39574 = O C N U MANHOLE FRAME AND COVER S=337305 SEE DRAWING BR A 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" 4 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. CONCRETE RISER BY PIPE INC., 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS OR APPROVED EQUAL. ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. MAX. PIPE SIZE - 21" I.D. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR LADDER -STD. ALUMINUM SURFACES, INCLUDING CHANNELING, COATED (SEALED) 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 WITH ASTM C -443. PRECAST BASE SECTION 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 ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARY MAMOLE TYPICAL DETAIL, 400 ° SANITARY MANHOLE TYPICAL DETAIL DETAII, NO BR28 NOT TO SCALE -50 As- SUIL_r As- 13v(ur RE.11stonts - fFA FtEL b soik-4E`( EP( C:RRmep- wo, 8 /o6 GRAPHIC SCALE � . it -l'�J �p'b LUA 05 -065 20 0 10 20 40 80 CITY OF 1=.ENTON (I7 FEW DEPARTMENT OF PUBLIC WORKS 1 inch = 20' ft. �Y T ENGINEER: SEWER PLAN JAEGER ENGINEERING WEBBER SHORT PLAT 9419 S th 204th PI 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 OD ace Kent, WA. 98031 Phone No. (253) 850 -0934 FOX NO. (253) 850 -0155. DESIGNED: J.T.1 DATE; 12/10/05 FILE NAME: 2. REVISED PER CITY REVIEW JJJ 2 -22 -07 DRAWN: JJJ SCALE: 1 " =20' FEW BOOK: PAGE: 3. As - a�1�T tJ o _ 1g -og CHECKED: SJJ NO. REVISION BY APPR. DATE APPROVED: owec.on o SHEET: 7 OF: 11 C a&'5-3373D5 e0'-5 -3P301 4&#jm jpIgM