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HomeMy WebLinkAboutS-22911A5 4 3 2 A I + I" 00 00 8 r. Q I I N/ clo �Q WIJ Z ci Z r �(TYP) EASEME a U U 2 NO 3 STONEWAY Q, 2k 0 <t �S P ��gw� �5 i al seal 96 Q I I N/ clo �Q WIJ Z ci Z CARCO THEATRE �(TYP) EASEME for 2 NO 3 STONEWAY �p PQPe o� EX 42 "0 PIPE WITH N��26X e� ow profess' 10 al seal 96 NEW 12" MIN ID HD E � X10 X620 IIw �6w g - SUP LINING (TYP) \66 W - - - - _ _496_90' NOTE 1 JSEE NOTE 24 5 =.0031 - P) - -- - -_ I ON DWG G102 B U N N C204 S— Q I I N/ clo �Q WIJ Z ci Z A co F "SD W I� I0 2) O I ASHPHALT PARKING LOT CEDAR RIVER PARK CEDAR RIVER PARK CONN SEE NOTE 24 0 ON DWG G102 a co Ss_O0 - -___ - - - -- - H R -9 �UP - STA 309 1 46 5 / N 178460,37 E i 663346.63 �MH Ri0 -8A STA 31 +26.31 1 1 AS CONSTRUCTED I DJB -L 0/9 No. wwA REVISION BY APP'D DATE 1 -405 A c Lim F aG U, 6X 6� 06 F. 662 1 C203 r �o������ Ez oF. O� Vod. rp y CARCO THEATRE �(TYP) EASEME for 2 NO 3 STONEWAY �p CONCRETE for engineer's profess' 10 al seal 96 NP N� � X10 X620 G g A co F "SD W I� I0 2) O I ASHPHALT PARKING LOT CEDAR RIVER PARK CEDAR RIVER PARK CONN SEE NOTE 24 0 ON DWG G102 a co Ss_O0 - -___ - - - -- - H R -9 �UP - STA 309 1 46 5 / N 178460,37 E i 663346.63 �MH Ri0 -8A STA 31 +26.31 1 1 AS CONSTRUCTED I DJB -L 0/9 No. wwA REVISION BY APP'D DATE 1 -405 A c Lim F aG U, 6X 6� 06 F. 662 1 C203 r �o������ Ez oF. O� Vod. rp y CEDAR RIVER /* PROPOSED 42 "0 CEDAR RIVER TRUNK RELOCATION PH 3 LL-' MAINTENANCE AIN ENANCE 12" HDPE AS EX MANHOLE, / �J C203 � by / ASHPgLT PARKING NOTE 6 (TYP) LOT ___469_ _ 30' --- - - - - -- - - -- ___ _ - - -5 =.006 - ------- - - - - -- UP•.. MH RIO -10 / STA 37 +78.45 E1166 478.09 3815.59 J PLAN 50 0 50 100 FEET (1 " =50't) �e i s / t9 DURING PH 3 TYP EX Drawing �(TYP) EASEME for 2 NO 3 STONEWAY �p CONCRETE for engineer's profess' 10 al seal 96 NP N� � X10 X620 G g CEDAR RIVER /* PROPOSED 42 "0 CEDAR RIVER TRUNK RELOCATION PH 3 LL-' MAINTENANCE AIN ENANCE 12" HDPE AS EX MANHOLE, / �J C203 � by / ASHPgLT PARKING NOTE 6 (TYP) LOT ___469_ _ 30' --- - - - - -- - - -- ___ _ - - -5 =.006 - ------- - - - - -- UP•.. MH RIO -10 / STA 37 +78.45 E1166 478.09 3815.59 J PLAN 50 0 50 100 FEET (1 " =50't) �e i s / t9 DURING PH 3 TYP EX Drawing �(TYP) EASEME for 2 NO 3 STONEWAY �p CONCRETE for engineer's profess' 10 al seal 96 END HDPE SLIP LINING As Built Drawing See original f177—pies for submittal aid approval signatures, and for engineer's profess' 10 al seal 96 r. M NOTES: 1. REFER TO EXISTING SEWER AND LATERAL CONNECTION SCHEDULE ON SHEET C204 FOR ADDITIONAL INFORMATION AND DATA. 2. INSTALL 4 FOOT DEEP GROUT PLUG INTO THE END OF THE EXISTING 42" RCP AS IT ENTERS THE MANHOLE. PLUG ABANDONED PIPES ONLY. 3. ABANDON IN PLACE EXISTING 42" RCP, SHOWN BY DASHED LINE. 4. CALL 1 -800- 424 - 5555 48 HOURS BEFORE YOU DIG. NO REPRESENTATION IS MADE AS TO THE EXISTENCE OR NON- EXISTENCE OF ANY UTILITIES PUBLIC OR PRIVATE. ABSENCE OF UTILITIES ON THESE DRAWINGS IS NOT ASSURANCE THAT NO UTILITIES ARE PRESENT. IF BURIED UTILITIES ARE SHOWN, THE LOCATION AND DEPTH ARE APPROXIMATE ONLY. THE EXACT LOCATION AND DEPTH OF ANY UTILITY SHALL BE DETERMINED BY THE UTILITY COMPANY PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL NOT EXCAVATE BETWEEN STATION 23 +08 AND STATION 26 +60, UNLESS EXCAVATION PIT IS APPROVED BY THE ENGINEER. 6. DURING THE HDPE SUP LINING PROCESS, THE CONTRACTOR SHALL ANCHOR THE PIPE TO PREVENT IT FROM FLOATING. -MH R10 -12A STA 40 +32.30 N 178651.13 E 1664003.70 -MH R10 -11 STA 40 +56.45 N 178655 .88 E 1664020.57 EX 42„ CEDAR TRUNK z� o� 00 z Sm&2291JA w Nw � NU QU 132781 �y 1/:/ ■ ! i rE T R O Municipality of Metropolitan Seattle DATE: OCT 95 SCALE: ORIGINAL CEDAR RIVER TRUNK FILE N0: REHABILITATION G45 NOTED ALIGNMENT PLAN DRAWING N0: CONTRACT N0: C202 W /mi -96 STA 19 +80 TO STA 41+38 SHEET N.: 0' F111111111111 ©1 k1ml 2