Loading...
HomeMy WebLinkAboutWWP2703812.7LLJ Q z w J L� It C, N z 0 U) ry > 0 N 0 r Lv Q 0 0 0 _J a 100 . . . .'. MH 4 "O.. - SS 0056, 8 . . . . . . . I'.�. - --"-.-.-"-"- - . . I. . -"......... . . . . . . . . . . . ..'.".".".".".".. . . . . . . . . . . . . . . . ......... ..'."."."."."."."."...".".".".'.'.'.'..".'.'."."."."."."...".".".".".".".".. . . . . . . . . . .I. . . . . . . . . . . . . . . . . . . ......... ............... ..'.'.".".'."."."."..".".".".".".".".".."."."."."."."."."..'.'.'.'.'.'.'.'.'..'.".".".".".".".'..'.".'.'.'...'.'.'..'.'.'.'.'.'.'.'--- . . . -.-"."...."..'.. ......... ........... ........ . it TA +44. 4 S 20 0 ---.-.-_.-_.-_.-_.,.-. .... . ........:..................................::::::::....:::::::::::::::::............::::::............::::::......::::::..............................:::::::::::::::::::_:::::::::::::::::::":::::::::::::::, ". - - - ,:_:::':_:':':':,:* -:':,",-:::-:-:-,- -:::-:-:-:-:-:-:,::::::::::::::::* ", ,,,,::,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,*"::':•:':':':':':':'::':*,,,, RI = 1t .. . . . . M 69.8 ......... :':' _. . . . . . '......... . . . .............._. :.-"" " .,.,.,.,.,.,., .. .....:: ,.,.,..".. ."." .'.'.'.'.'.'.'.': ...... .*.,.,":":":.,., ":":":":":":.,." .,.,.,.,.,. : :.....: ":":":":":":":":" :: ":.:":":":":":":" : -" - - - - ---,-,-,-,-,-,-, --_-_-_ ....._._._._._._. :.:.:.:.. ...... . - .. IE60.50 S f EXISTING------------- -- -------"�"�-�-� ------------- �'•'�'�'�-�-�-�-�-.I.-�-� .. .................................................................................. ......... ---- - - - -- ......... ...... ......... ...------ ----..... ....--- .--.. -........ -----.... ........ ......... ......... ..... ......... . ......... ......... ... ....... .. .. . .. ... ... . IE=69.48 N (PLUGGED -_:� . . . ..................................I......... . ......... ...... . ...------ --------- -- . ....... IE=60.10 W ......'. ...... .".".".".".-. ....... .".".".".-.-." . .-------- '.-.".".".".". ....... " " .... . ...."."."...'. ...------ ".".".".".".".". --------- ---------------- --------- .. -_- -.".".". ---...... ".".". --------- ........ --------- ........ --------- ........ ......... ....... ...._ _ ... _ _ _ _ ..........: _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ ... _ . . I = i .. . :...- E 59. 0 NE :.............. ...... ... ........... ....-.-.-.... ... .. ...... ................ ................ _.....-:--_-_ -. ............ .... ---":.....: .. ......... ..... ..... ................ ................ ................ _ _ ............. ..........._._ .--.-.-.-----. :.,.: ................: ................: _ .... _ 80 ....... . ........ ...... -.."... ........��:":I,:.::.......":":":":":.:.:.:. 7 F P .3 L 8 VC 0 0.007 �+..:_ . ......... ....... FT/FT .. . . ....•-•.• ......... ::::_:_:.. •.•.-,-*-*-,-*-,-,. ...... :.:.:.:.:...: ------•-•.•.-.-.-,.. ......... .... .. ................ .... ......... ---------------.- -. •--.-.-.-.•.•.•"--.. ......... :-:.............: ......... -------.-.-.-.-.- :-:-:-:.:.:.:.:-: -.-.-.-":":".....,......:":":":":":'::':':':':":":":":............:':':':"::":":":":..,.,.":"::":":":":":":":":"::":":":':':':':'.,..........*.,.,.':'::':":":":":":":":"::......":":":...............,.*.*.*.,......*.,.,.,.,.,."::":":":":":":":":"::":":":":".,.,.,.,......... ---...... ................. ......... ......... ...... ......... ................. ......... ................. .. ......... :":.._._._ ... ......... ..................... .._._. ......... _....._. ......... ::............. ........ ......... ......... .. ......... ...-:........ ......... .... .. :":":"......:":": ........ ......... ......... ......... _._...: ....--- .... -- ......... :" . . -- . .... . . :".... :":": :"o":":":" .. k....."."..........." : .. - .: : . . . . PROPOSED . . : FILL '. . . . . . . •.•.•----.---.- . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .."."."."."."."." . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '."."."."."."." . "." .. ".".".".". ." ..... ". .. . . . . . . .'. . ": - 4 - - .'.'.. SEE GRADING...:........................:.......................................................... .. ......... ..'.... ....."."..". ."."."------ -------- .._ _... -- ..............:........................................................ --------- ----..--- ....----- ---- ---- . . . .... . ..........................................:" -------- -- " " --------- ....................... --------- ---- . : :o: .".".........'.'.... "l":":--- -.-.-.-:-:-:-:-:':' ':' .: NOT ES .......................................................................................... TYP ... ......... ........ . ---------------1:-:.: -= . =-.-.-.-. --_ -.-_-_-.-_ 7 �.:... .. . ........ ...... ......... ...... ......... .. ......... .........I"......... ---------- .... ....... .- -_..._ ......... -_-_-_-_-_-_. .".".".".".". ......... ".".".... ......... ......... -.-.-.-_-_ '.".............. ......... -_-_-_-_-_-_-_-_ ................ ......... -- ------_ -_-_-_._.... ......... .-.- ._.. .... . .... .. ... _...____ ...... - - - EXISTING GRADE -- - - ..- .."."."."."."."."."..".'.'.' ......... ......... . .. ........ .::...... ......... ......... ---..... ..... . ' 60 :" .................::::.. ... .7 ...... zt . .... - - . :":"."..".".":":"..".."::"."."."."."."."."::':':':':"."."....':':':':...".":::"...."."..:::":':':':':':':'::':':':'.'.':':"."::"."."."."."."."."::".'...:PROPOSED ......... ......... ......... .._....._..... .... ........ ... . FILL, ::: : ..... .. . -- - .. .......... ..............":':':':":':':'. :"........ "- SE E GRADING:- . . . . . . . .. .'.'. . . . . .'.'. . . . . . . . . . . ......... ....... ......... ....... . ......3.. ...................................._............................................. ... .. .. T TYP NOTES ( ) . . . . . . . . . . . . . . . . . VERTICAL POINT OF CURVATURE . .. .".".".".".".".".". .'.'.'.'.'.'.". .'. .".".'."."."�.". . . . .'.'.'.'.'.'. .'.'.".".".".".".". .'.'.'.'.'.'.".".". --- .. . 11 I..- _ ."."." R P -.-D 0 CONNECTION : ::":":": :".:"....".".."........ . . ...... —r, '� _. -- r�'� . .. .. ......... ...... ".".".".".". ......... .... ............ �. . _ . . "."... . "..... . 50 I.. ..._.. :....... ' . ........ .:.:.:.:.:.:.:.:.::.:.:.:.:: ..................... R=400'... _._.......................'.'.... . ........._.. ,.... a APPROXIMATE LOCATION OF HDD ENTRY EXIT ...... . . ...�." :: -:-::.:.:.:.:.:.:.::.._.:..._._...:.........._......._...........................:.........................:......_..................:._._._..._._....:":"....."."." ........ ......... ....... ......... ............. ......... ' ........'."."......... . :: ".".." . .. ' :":". ., ....... 2 PVC C� 0.009 FT FT .............. ... ...---............. ........... ................................... .......................................... .............. ..................... ..... .. ...".".".".I,:::::: ::::::::::::254 LF C ®0.006 FT/FT:":":":":-:":":"::":":'-'-'.":":":"..."..":":" ": _. ::-... 40 ..... ...... .. H ...".." ".".".".".".".".". .............. ... ....... ...... .. ... ... ..... -. . - - - ".".".... . - - ­ TA +7 S 20 9.6:":"::::"::":":":":"::":':":":":":":":"::":::":":":":":':."."."."."."."..". --- :. . . ... ........ .. :::":":":":":: :"::::::".. :::":."... T... CONTRACTOR0 USE ........ WATERTIGHT H P . RIM=67.96t -...... .... .".". ."."."."."."." . . -"- ...... ::SSMH 004 48 • . ... ... . . . . ........ . . . . . . . . . . - . ................................ .. - - - - - - - - - - . ..... . . . . . . . -- MANHOLE CONNECTION ....- IE=44.70 E . :...............................................................S TA + 23 03.3 .. ................................................................. . : ....... . .... . ... ..... = :....: ....:_:_:_-_. ....: ......_._.......: ................ IM=51. 1 t ........... -": . . . . .. .".". . 30 .. TR N H E C LESS _. ........ - .. .. ......... :.:.: ........ ......... .. ......... .... ............: .. ......... ........... -:-_-_-_-:-:.... ......... ................ ......... -.-.-........... .... ................ ......... .-: I =4 ..... E 2.70E IE=43.30 S ± (EXISTING) . . - ......... . . _ ::.... ----.... -. ...... .....:.. ......... ........ ..... ......... .... _ _ ....... ......... ........ ......... .. - ...• INSTALLATION HDD ... 7 .-.-.--- ''L .:.:.:.:.: :..'...... ...:.: 1. .. ......... .... . . ... '.-.---.-_- ... ..-.-.-_- ".... ....... . IE=42.70 W ... ......... ... . 0 ........ ­ .... ........ - ."."."."."."." ... " ' .... .-...'..."."." "."."."... .... ...... ........ ........ .............. .. OP EN CUT INSTALLATION .. .. .. -- --- . :: :: ... 20+40 20+60 20+80 21 +00 21 +20 21 +40 21 +60 21 +80 22+00 22+20 22+40 22+60 ------ ...._ 22+80 23+00 23+20 23+40 --- -----_ -------- --------- 23+60 23+80 24+00 24+20 24+40 - ______ ---- 24+60 24+80 25+00 I 0 I / / o , 0 + N ,01 F_ W NNI w Dw zV) Z 0 U CD / / /� I i I r1L MANHOLE NOTES: I ,/ 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. 0 INSTALL 60-INCH SADDLE MANHOLE PER SADDLE MANHOLE DETAIL 2/10. 20 INSTALL 60-INCH DROP MANHOLE PER STD. PLAN 402.2. 3O INSTALL 60-INCH SANITARY SEWER MANHOLE. ® INSTALL 48-INCH SADDLE MANHOLE PER SADDLE MANHOLE DETAIL 2/10. O5 INSTALL 48-INCH SANITARY SEWER MANHOLE. © ABANDON EXISTING SSMH PER STD. PLAN 400.5. SEE SHEET 4 FOR COMPLETE ABANDONMENT PLAN. 70 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: a0. 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)). ec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.santec.com SCALE 20 0 20 40 ( FEE T ) 1 INCH = 20 FT , " ,, , DETAIL 1, SHEET 11. 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. "x— EX. SSMH 2476 l b 1 FOR CONSTRUCTION RECORDS ONLY 25+ 10 S=381207 REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: SCAKSLLLA HKUS REVISED BY: IZABELLA MIROCHNIK DATE: 6/13/2017 CONTRACTOR: SCARSELLA BROS 8"PVC PIPE: 41 L.F. JM EAGLE 12"PVC PIPE: 431 L.F. JM EAGLE 12$1HDPE PIPE: 40 L.F. JM EAGLE MANHOLES: 1-60" CONCRETE, GRANITE PRECAST MANHOLES: 2-48" CONCRETE, GRANITE PRECAST TALBOT HILL SEWER RELOCATION - 1-405, SR167 IC/DC PROJECT WWP-27-3812 PLAN AND PROFILE W AL I ��ti of WA s�I �'� 1 W ,� �- o _r 11�=. ■ 17 A 38087 �*� 4's GISTER�1� 4 SIONAL E� \� CRD SHT. 7 OF 11 -0. c D m � C < JJ L K _ CO O �rr K rn � � m Nz m Z m m In a D > O m0 o O DC l°n :Dcn �z zmmC C G :� 'Mo 'gym z z m 0 D 0 m D 2 M 2 C m m m y a r td 0 i z r ,.� r ~a oz It , y � �x a ' m~,<" ®�� I �~C, Cn� v m r-r 0 (') a O.." i 0 N z > m n 0 0 3M 1m DO D