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Home My WebLink AboutS-273404a Vv /I n n IZ 1 H Q O p U p z Q Z Y Lil � J Y L'- O i I a_ ao ar r� q ®p pE E..4 3 �z 73 w CL o 9E °1N c ®71 crn o� 0.c-, Ealpr 420......._ ....... .... .. -------------- .._......._......._.....................------ = n r �� W :....... . ....... .... .- � � rc � W PROFILE NOTES CLEANOUT DETAIL SPECIFICATION REFERENCE ya � FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE 3 1. VALVES AND BENDS NOT SHOWN ON WATERLINE PROFIE FOR It DI SO 0 O.Aft/ft v' n :y i SS 8997 I WATER COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY o ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i SEE EMEERG. ACCESS ADJUSTED- N F1l8SH. GRADE Z CLARITY, SEE PLAN 2. INVFRTS:FOR SANITARY SEWER MANHOLES ARE LISTED FOR ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� ro - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 PROFILE FOR CONTINUATION °ai .. CONN.:NEW DI n N m .... CPjIP. OF -. STRUCTURE, CONTRACTOR SHW CONSIRUCT . .........:...... " FINISH GRADE_ CL °. P . MANHOLES 'WITH 0.01 FOOT ' DROP THROUGH STRUCTURE � ft ft I . .. ...: 8'f- RYC " ft I t .FIELD VERIFY aEARANCE BET EEN EX WATER AND NEW x CONN.: NEW 8'0 DI WA71R TO EX x . a 8'f DI WATER 65 ACCESS PROFILE I 1 I STORM. E LESS THAN 18' PRGicCT EX WATER LINE AS TCIOW15: MAINTAIN 6' MN. CLEAR (IF LESS THAN V MIN. E 376.78, W/36' MlN. COVER 37 LF 8'0 PVC "' 400......: .......:CLEAR PROV E-. *I?UWV. PAD: BP .vJRN.PIPES.AT.CRQSSMG),. �. EIOSTING GRADE CL ...S SS 0 0.023 ft/ft (TYP) 4�_'5 - PROVIDE DUCTILE ICON SD PIPE WITH NO MNIS FOR 5' MN. �I� .ON EITHER SIDE OF CiOSSFNG- - •I 1 41--A LF 12'0 RCP SD O e.em ' 195 - I . 0. do -4+ LF 12' HOPE ft ft ......... T ... t ...1 ...... } E .....:... T ...:.. : SD O EX 81 W I : cewa�tE lI I : t a g 9vG. nal �Tpy I I I 1 I W I i Z 1��wi 383.70 I 11E38296 3801 ...... ......... I s 1 .... ..... I � .... . t .... I 3ggo3 r e ......... f . . .. E i;; LF 8'f: PVC 1 0 007 ft/ft - S7 15-1F 1270 HOPE SO a o m3 ft/ft j I i ups c - `PIPE OUTLET, E 38744 ♦ Boob ( 8'f PVC SS 086 ft/ft SEE EMERGENCY ACCESS PROFILE 0+00 1 +00 2 +00 3 +00 t +00 5 +00 - 6+00 KIRKLAND COURT PROFILE p„A HSCALE: 1' =40'; VCCALE: 1' =10' r si 400: = n r �� W :....... . BLOW -OFF (2') 3 � � rc � W In CLEANOUT DETAIL SPECIFICATION REFERENCE ya � FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE 3 L'3 , It DI SO 0 O.Aft/ft v' n :y i SS 8997 I WATER COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY o ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i SEE EMEERG. ACCESS ADJUSTED- N F1l8SH. GRADE Z EXISTING AND FNI91 GRADE ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� ro - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 PROFILE FOR CONTINUATION • I .. CONN.:NEW DI cd 0+00 1 +00 2 +00 3 +00 t +00 5 +00 - 6+00 KIRKLAND COURT PROFILE p„A HSCALE: 1' =40'; VCCALE: 1' =10' r si 400: = n r �� W :....... . BLOW -OFF (2') 3 � � rc CATCH BASIN (CB) TYPE 2 In CLEANOUT DETAIL SPECIFICATION REFERENCE ya W F FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE 3 L'3 , It DI SO 0 O.Aft/ft v' n :y i SS 8997 I WATER COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY o ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i SEE EMEERG. ACCESS ADJUSTED- N F1l8SH. GRADE Z EXISTING AND FNI91 GRADE ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� ro - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 PROFILE FOR CONTINUATION • I .. CONN.:NEW DI 386.17 tY WATER TO EX aff 12'0 PVc.SD 6 ft ft I 8'f- RYC 162 B P = o ft I t SEE EMERG. 0 &007 ft/fk I E 37 . 65 ACCESS PROFILE I 1 I 37$.7E I E 376.78, 37 LF 8'0 PVC "' W I^ n SS 0 0.023 ft/ft ill.j mm wl� o UI to N .n rn 3 N 7 M �i & SaI 32 +00 50 +00 51 +00 NE 18th STREET PROFILE HSCALE V-40'; VSCALE: 1' =10' - V -6' 1'-0' FINISH WEDGE GRADE W FA CI :�` r °o � 00 q•o 1° 4' ASPHALT CLASS '8' 400 . ...� ......... ............. ............ . ........... - ....................... . m .t" cn �Q : ...... ------ w - 2 EXISTING AND r� FINISH GRADE PVI STA - 10 +75 PIA ELEV - 396.50 AD: 46'-19.92 ..... _ .....1. .. ........................ PN STA = 11 +40 y K = 3.66 PTA ELEV = 389.50 a 420: .. , .40.00' :.VC . ..... AD.'= 8 64 ............................ K = 4.63 ' 4000' VIC $ �.... w ... ....... 8' DI WATER , ' �' b ± a° r'29 LF:12' RCP SD 0 . &,PAS k /ff W/36' MIN. &' 5 3 PIPE OUTLET 400: COVER 11P .: m m .. x m .. ( lE 38�. 8- DI WATER W /36' O.16X "' FINISH GRADE CL NIN. COVER * EXISTING OR 127 OI SO 0$619 to8 : �S CL IOSWALE, [ft/ft, SEE 18TH 34• LF 8' PVC SS : 76 p RT SI[� STREET PROFILE Aae 6 0 9:0p ft /ft, I " . .. E •82 U:12'' P - FOR CONTINUATION SEE KmtLAND - COURT PROFILE 9eat.c. 1 386.17 3YZ .... I .... 358tH 127 PVC SD Oa.M - III f I -- O cv r- � C M cV N M M I 60+00 61 +00 STORM DRAIN EXTENSION PROFILE HSCALE 1' =40'; VSCALE: 1' =10' o OVER 6 CRUSHED ROCK BASE HIGH WATER - PREPARED SUBGRADE _YR STORM *NOTE WEDGE SHALL BE 4' 2'1 1' 2'f HIGH EXCEPT 3' AT DRIVEWAYS ASPHALT WEDGE CURE errs 1 1 FINISH GRADE 3 (TYP ASPHALT CLASS B �_ AT PAVEMENT EDGE *BIOSWALE SHALL BE HYDROSEEDED WTH THE FOLLOWING SEED MIX (OR Z 0 OVED EQUAL: X yf! lam X GERNINATION 0 6' Perennial rye blend 70 98 90 (LoIMm perenne) CRUSHED AGGREGATE Chewings and red fame bleed 7 98 90 BASE COURSE (Festuca rubra w. =nmutata COMPACTED SUBGRADE or Festuca rubra) PAVEMENT SECTIONS fy BIOFILTER SWALE !� ILLS SCALE' SCALE: 1' =5' v ww ,9®27 -s' Ip* UNDISTUR BACKFILL AGGREGA �►�M -rte �r 61 r• I I 1 I 162 ' 240 IF 8'4 1 SS 0$68% I ...... ..''18 �ggg I I cv I IE yam• yT�( IW IE 38N•'Jb I I a: IN 39i 7. iQf�... SEE 18TH STREED PROFILE "',7S 10 +00 11+00 12 +00 EMERGENCY ACCESS PROFILE HSCN_E: 1' =40; VSCALE: 1' =10' BLOW -OFF (2') 3 � � rc CATCH BASIN (CB) TYPE 2 In CLEANOUT DETAIL SPECIFICATION REFERENCE 4001 ...... No- FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE EXISTING Lil¢ .26}FF 8'µ pVC PROPO n :y i SS 8997 I WATER 1~SATER I N18 I QWb LF 8'f Aw 3�a9B o IE 369 3 0 +00 1t00 N. ACCESS DRIVE 4SCALE: 1' =40'; VSCALE: 1` =10' TYPICAL TYPICAL PAVED AREAS PAVED ARE ImoM I _ STORNv" BEDDING FOR SANITARY SEWER PIPE Q °3� - I BLOW -OFF (2') DETAIL REFERENCE SS 0 ft. 8012 CATCH BASIN (CB) TYPE 2 B027 CLEANOUT DETAIL SPECIFICATION REFERENCE CONCRETE CURB AND GUTTER F001 FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN FOO5.1 VALVE OPERATING NUT EXTENSION B090 NOTE ACCORDANCE WITH CITY OF RENTON STANDARD PLANS. IN o x ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO n :y v COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY IE 38F.45 ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN 3&7. if ASPHALT PAVEMENT DEPENDING ON LOCATION. ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� D +00 1+00 MERE AVAILABLE. CONTACT THE ENGINEER FOR DIRECTION IN THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES S . ACCESS DRIVE ME CLARIFIED OPTION. IN WRITING, BAS BIDS ON THE MOST HSCALE: 1'=40; VSCALE: 1' =10' L. „= t <■ ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE 8077 BLOW -OFF (2') 8104 CATCH BASIN (CB) TYPE 1 8012 CATCH BASIN (CB) TYPE 2 B027 CLEANOUT CEANOUT CONCRETE CURB AND GUTTER F001 CURB RAMP FOO5.1 FINISH GRAEE MATCH SURFACE FINISH SAUJFWJACE SHORING I I - TO BY CONTRACTOR DRIVEWAY APPROACH 1005.2 FIRE HYDRANT ASSEMBLY 8102 DESIGN FLOW CONTROL CB 8029 GRATE INLET 8023 a• SANITARY SEVER "SHALLOW MANHOLE' TYPE B 8072 _ 24224 S.E. 28th Street, Issaquah, WA 98029 epG _ B RECONRviENDED PROFILES AND DETAILS FOR APPROVAL ac 8089 ` ®(,� LT SHACKLE RODDING AND TIE BOLTS 8078 I 11= o SIDE SEWER INSTALLATION ^ �^� - a THRUST BLOCK B085 11- 8 VALVE OPERATING NUT EXTENSION B090 NOTE o x PROVIDE 14' WIDE DRIVEWAY APPROACH, CENTERED ON LOT FRONTAGE FOR LOTS 1 THRU 6. PROVIDE 20' WDE v a_ APPROACH AT FIRE LANE THE REMAINING LOTS SHALL BE d ACCESSED OVER ASPHALT WEDGE CURB OR FLUSH ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i " ASPHALT PAVEMENT DEPENDING ON LOCATION. CONTRACTOR ° 1R o °o O a° m o° °o o ° :r - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 SEC11C+1 0) §g(B ) 21F� /f 3 INCHES 2 -MAN 1 -MAN 4 FEET 6 INCHES 3-NAN 2 -MAN 6 FEET 9 INCHES 4 -MAN 2 -MAN 8 FEET 12 INCHES 5-MAN 2 -MAN TYPICAL ROCK FACING 4 NTS 12' MAX. 6' NIN. ITRENCH WIDTH NOTE AS QUIRED 1. CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING INCLUDING STABLE SIDE SLOPE AND /OR SHORING REQUIREMENTS. 2, BACKFILL WITH STRUCTURAL FILL IN ALL AREAS UNDER PAVEMENT VEHICLE AREAS, AND STRUCTURES. COMPACT TO 95% MAX. DRY DENSITY. TYPICAL PIPE TRENCH a.T.& Taylor Engineering �- 91 Coneuitanta _ 24224 S.E. 28th Street, Issaquah, WA 98029 epG tel. 425 -391 -1415, fax 425 - 391 -1551 Buie 6/10/08 RECONRviENDED PROFILES AND DETAILS FOR APPROVAL /iY / 9J BY a. r W -a6 -tr BY A- NNNNAIA _ SCANNED OC. $933 z 3♦te (S� $k o1A ,5'Ca.LiS SCANNED NU'I - 1 1998 �; +`?' % 8 % '�� v 2 7:� ? _ IF F%w_LL ff-mmml60 0 -9 1, o .24 ® .o