Loading...
HomeMy WebLinkAboutS-22622Aa LOCATE EXISTING SIDE SEWER TBM #1 ELF-V=43.50' BLOCK 13 NEAR SOUTH SIDE OF FUEL BRASS IN IN LEAD IN S PIN N ISLAND & CONNECT. COORDINATE N w W/ PROPERTY OWNER CONC M IN CASE 16) SSMH RIM =44.77 -- - - - - -- RESTORE TRENCH SECTION -- MATCHING EXISTING ASPHALT SSMH RIM =44.08 - 0 20 40 N15 / f INV 8" N &S =38.64 ISLAND } THICKNESS OVER 4" CRUSHED INV 8" S= 37.4-1 ~ DRAIN Vxi' REM BLDG X221 C3 RIM= 43,93____.__ / INV 12" PLUGGED E =39.8 ROCK 1 INV 12" E &W =36.78 " 1 = 20 y 4.76 =44.93 INV 3' W =44.4 r 6 RCP NW =42.9 17 WMH RIM =43.86 a -TOP PIPE. TO 8 "? Pi &S =42.4. �- p #• i NV 3" E =44.49 INV 6' PVC E =42.7 18 �� BLOCK UJ '� N vi N r / BOT =43.4 BLDG X225 ;DIRT BOT =42.6 '� �� � 07 f o � �� w _! 2' HIGH W000 - CB RIM =4.3.55 \ `co �IBARRICADE BL .�G #207 INV 6'RCP E= 41.25 ( F DIRT BOT =40.6 V & 229 Xij Q Z 49 °o W - / 2= / / t GRAVEL aw II ASPHALT 1SlAND �� . WV I U ill I W 2CC a Li! � t may= t 3 3 ? - SP} SAL EL 6» R. ® �VLT 2 1 i W == ii =fi - = _. _ bbl W P Q (/) - I -� t_.e.: 1 -- EMOVE EX. S.S.M.H. .�� - ---� ��_�_ 7V P 9 = W H Lv a 1 T - _z 8" W -_ ..- z _ - -_.� g' W j z a� t Vty T 8 W y� = W I J„ !� i 1 T- =41 12" W O 00 - I �� -tt- - 12" D 2 00 CB RIM =43.98 t 12" D _ _ - t I i 2J +i75 - ^� 72`r Q ~ Lu W 0 + t 0 t NV 8 "PVC W =4 .66 �_.__a_ _. `�_ DIRT BOT= 40.3 I � u 26 +p0 4 8 j 6,1 i + 7 00 - - i Q N Q N n- -= - - -- --- 6 t �� CONCI t _ _ __�.. �� 6 „V��A -- - - -- -- i NV NUT i ! -� __. 8" \ MH # 26 STA. 26 +855 6' L T. Z Q WALK 1 =Q CONC 1dALK�.t -_ 3 I / // / /CW A.. „�i -® - �EhR _ _ REMOVE EXISTING MH AND 1 - - -- I � ` - ABAV CAP ` / �4'I 4 \ C 6" XCC PA XCC / /,n/ . /, . "i �� -� - 4 CW ARAN. WM i XGG % WC , REPLACE WITH NEW 54° MH RIM = 44,ti8 IE 8° SOUTH = 37,42 Z / BLDG #226 CONC .�� I� PA C I� - � IE 12° EAST & WEST - 36.78 `o �o CONC /' / i3LDG #1005 / CW ' CONC RECONNECT EXISTING SEWER TO ° DRAIN '1'x1' DRAIN 1'x1' RIM RIM =44.78 ( �- F i { f -f- \ i I \ NORTH W/ 12 PVC SS PIPE AND FERNCO O U =45.07 INV 3" W =44,5 INV 3" W =43.78 aa (?.� ASPHALT I 0 g \ COUPLING OR APPRVD EQUAL 3� I-- I \ W �¢ �� Q � NV 3" E =44.4 BOT =43.0 BOT =43.5 } C �SDMF RIM =44.83 INV 12 7PVC E =41.53 ( , ,,'� a ' ti / I � -O � N � � BLOCK � � � \\ � E- r- NV 8 "PVC E =41.41 � - NOTES: � a' �_ F E INV 12 "RCP N =4'1.40 NV 8 "RCP Vd =41.38 / CB RIM=43.48 0 INV RCP N =4.0,50 L I 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE �� s MH #27 STA. 23 +84 6' LT. BOT =39.4 FHI SDMH RIM =44.03_ �- OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE m E REMOVE EXISTING MH AND BLOCK 10 DIRT BOT =41.7 t � INV 12"RCP S =41.08 SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN �N REPLACE WITH NEW 54' MH CB RIM =43.51 INV 12 °RCP E =40.6 ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE RIM = 44,77 `v J� BOT =38.93 STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. a� IE 8° SOUTH = 38.71 NV 6 RCP W =42.23 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL IE 8° NORTH = 38.61 DIRT BOT =41.5 SDMH RIM =43.90 LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS a IE 6' WEST = 38,71 INV 6 "RCP SW =41.6 SEWER AND REPLACE THEM FROM THE MAIN TO THE INV 6 "RCP E =41.45 INV 8 "? N PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. s �3 =40.8 a o DIRT 00'1=39.9 I MH # 26 STA, 26 +855 6' LT 3 °g REMOVE EXISTING MH AND REPLACE WITH NEW 54' MH a RIM = 44.08 IE 8' SOUTH = 3742 HORN IE 12' EAST & WEST = 36,78 5 of WA s MH #27 STA. 23 +84 6' LT z 6 m a REMOVE EXISTING MH AND REPLACE NEW 54° MH z z z z z` z z qP 23769 �eSeovnLR\a� ° Z ° wl ° ° U g IE 8° SOUTH = 38.71 f UI u a ¢ P z a IE 8' NORTH = 38,61 O R E3 p ©Iz o w �z -ICY o 0 EXPIRES 8/21/97 a... IE.B °..wESr. = ..38..21. ................ ..... ................... J� J� ._. .. ... ....................... .. ....� s_...1�.....1.... J J.JU .. .... ......... M EXISTING GROUND- a� w c w o¢ ° a `r w o a AT CENTERLINE; a a r Q Q { b clw ¢I� al s m d a 0. < <L CO m .._ . ET. ......:.... ..... ..... .... - .- _45. I�I 40.:.x._______,_. -.._ - - --... _., !14 1.L....... REMOVE:EXISTTNG SANI TAR P SEWER. .... . ....... ...... : ..... ....... 297 LF PVC ,40/. OF8 °C900 SS C @D APPROX. TOP CRPL 1 #3 S=226227 ... 35 i.. ........... 660 SWD PIPE. PROVIDE ETHAFOAM PAD 35 ...... .:........ ......... ...... ............ '.... o EL. 36.6 I WHERE CLEARANCE <1' REMOVE EXISTING 30 SANITARY SEWER MH SCALE :.........:..... :.........:...... .:..... ....:.........:.........:...... Fioriz. 1 ".. 20' . . .. ....... ....:........ .. ...:30.......:.........:... -... Vert. 1" = 5' 23 +00 24 +00 25 +00 26 +00 27 +00 SHT 13 of 14 0 Z