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W RAN N ..... / S 0 COU LNG .... : IE=65.60 SW : 0 -------- ... . ..----- _ _ _ _ _ - - IE=65.40 E • • . ..... . . .. . ..: ......... .............. :-:-:-:-:-:-::. :-:-:-:-:: :-:-:-:-:-:-:-:-: ..... ......... .. - -:-:-:-:-:-:-:-: :-:-:-:-:-:-:-: :_:-:- :-:-:____ : - ..: -: :-:-:-:-:-:-:-:-: :-:-:-:-:-:.. ---- :-::":-:-:-:-:-: :-:-:-:-:-:-:-:-: . :-:-:-:-:-:-:-:-: ................................................................................................................................... .................. OPEN CUT INSTALLATION.................................-.-.-.........'...................... :":"::::: .-..... ........ - ..... - - - ............TRENCHLESS ......... INSTALLATION HDD ... .......... '.'.•.. .. .... . .... . • - • ..... ....... . l ............ ...... .......................... "-:-:-:-::-:-:-:-....::-::-:-:-:-:-:-:-:-:-::-:":".....*.,.,.,.:":":":":":" ........................... •----......------------........ ....---.......... 30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- . . • • • • ------. ".".."."."."."."......"."...'..'.'. :: .. .. ...'..'."."."."....'."."."...".'.'..'.'.'..".".".'.'.." ..".........".� ................ ."..".-.-.".".."...."..".".".".."."..".'.' .."."." .......:::::": .... - - - - - . --- "."."."......".".".".".".".".".."..".".".".-.-.- .:":":":":":...... ". ."."."..".".".".......".".. .... ..:':':':':':':'::':":......--- .::::" ......:":":":":":"::":":":"::::":"::'::":":":":":":"::":":":":":":":":::":":":":":":":":"::":"::":":: �,.,.,.,.,.,.....:":":":"..:":":"..".".".":":":":"."..".".":":":.:.:.:. :':::::':': 10+00 10+20 10+40 10+60 10+80 11 +00 EXISTING SEWER TO BE DEACTI' 11 +20 11 +40 11 +60 11 +80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 �/� �j�' KtJ 1 U,F` 1'UN / ' +/ -ROTECTION / (TYP) 3340401545 / PER DETAIL 3, SHEET 11. MANHOLE NOTES: / �" � ,/ v GENERAL: ALL MANHOLES SHALL BE INSTALLED PER STD. PLAN 400.1, INCLUDING A HIGH SOLIDS URETHANE COATING, AND SHALL HAVE A FLAT TOP AS SHOWN IN STD. PLAN 400.2. 10 INSTALL 60—INCH SADDLE MANHOLE PER SADDLE MANHOLE DETAIL 2/10. O2 INSTALL 60—INCH DROP MANHOLE PER STD. PLAN 402.2. O3 INSTALL 60—INCH SANITARY SEWER MANHOLE. ® INSTALL 48—INCH SADDLE MANHOLE PER SADDLE MANHOLE DETAIL 2/10. 5O INSTALL 48—INCH SANITARY SEWER MANHOLE. © ABANDON EXISTING SSMH PER STD. PLAN 400.5. SEE SHEET 4 FOR COMPLETE ABANDONMENT PLAN. ( INSTALL 60—INCH CUT —IN MANHOLE W/ DROP INLET PER STD, PLAN 402.2 AND REFER TO SSMH 006A INSTALLATION DETAIL 7/10. TRENCHLESS NOTES: aO. CONTRACTOR MAY MODIFY DRILL RIG LOCATION, ENTRY/EXIT ANGLES, AND BEND RADII BASED ON SITE CONDITIONS, AND MANUFACTURER'S RECOMMENDATIONS. THE LF OF ON —GRADE HDD INSTALLATION AND THE LF OF ON —GRADE OPEN CUT INSTALLATION TO BE ADJUSTED BASED ON CONTRACTOR'S DESIRED HDD ENTRY/EXIT GEOMETRY. b. CONTRACTOR TO DETERMINE SHAFT DIMENSIONS WITHIN THE APPROXIMATE LIMITS SHOWN. c. HDD BORE GEOMETRY SHALL NOT CROSS WSDOT ROW, SHALL STAY WITHIN THE PROPOSED CITY ROW AND SHALL SATISFY SPECIFIED TOLERANCES (SPEC SECTION 7-20.3(4)). Stantec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com GRADING AND GRAVEL ROAD NOTES: 1. CONTRACTOR TO GRADE GRAVEL ACCESS ROAD TO PROVIDE ACCESS TO SITE AFTER CONSTRUCTION OF SEWER LINE IS COMPLETE. PROPOSED GRADE SHOWN AT NEW MANHOLE LOCATIONS AND CRITICAL GRADING POINTS. 2. REMOVE ASPHALT IN ALL APPLICABLE AREAS BEFORE PLACING FILL. 3. GEOTECHNICAL REPRESENTATIVE TO BE ON SITE TO APPROVE FILL PRIOR TO PLACEMENT PER SPECIFICATIONS. SCALE 20 0 20 40 (FEET) 1 INCH = 20 FT ;<• z1 s � D ; T� /"1 UJ m I�* z :� I- c �� :mm N z W 71 z m m 0 1 D D n 0 CD mm m 000 D Ac M� Wcn < Z-0• m 4z 0 �* z K_ D0 m m Cr K m N m z m 33 0 D sow / Ill 11 > y It , - tz :: , - O 1SS y -, xz �, , r sn CA EX. SSMH 0059 O 0 Z It RIM =101.56 E � x a 1 IE CNTR CHNL = 93.11 0 I UQ => NY a 0 915+00 -_L.L L/ `- `° rl ' r0 %I1rTI I~ e w � W U) = _ ,--" LL_J t.., M _� w . w Z: U) n �, H- , i 8 Z `—x``` `x `3340401577 SSMH 007 O ` x STA. 14+68.4, 13.6 RT 6't TEMPORARY CONSTRUCTION EASEMENT J �F WASH ' REVISED TO INDICATE V w�~ I1� �� 0 CONSTRUCTION RECORDS I C') � " FIELD REP: SCARSELLA BROS ��, r REVISED BY: IZABELLA MIROCHNIK i�� �� f087 ��DATE: 6/14/2017 #11 I GISTEI� ��' I CONTRACTOR: SCARSELLA BROS # , ZONAL E44 -4 8"PVC PIPE: 87 L.F. JM EAGLE 1IIr-9T�1 10"PVC PIPE: 118 L.F. JM EAGLE 12"HDPE PIPE:404 L.F. JM EAGLE FOR CONSTRUCTION MANHOLES: 2-60" CONCRETE, GRANITE PRECAST RECORDS ONLY MANHOLES: 2-48" CONCRETE, GRANITE PRECAST S=381205 , I - 4 - , �— ECGy, 1\I �\O [7CRD SHT. 5 OF 11