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HomeMy WebLinkAboutS-22620Da � v r• � (0 a N WW BLOCK 13 N z ooNNEC �� IM ENV 1ovc N 35.15 I W Svc w 31LOO z' /2r �r /1 r 14 Q 16 am %m CD DRAIN 1'x1' (iD RIM=43.93 7 RIM =44.93 BLDG 221 INV 6 RCP NW =42.9 Q"' INV 3 W -44.4 }• �� INV 6 "PVC E =42.7 ?� INV 3 E =44.49 BOT =43.4 DIRT BOT =42.6 ,�. m N BLDG #225 27 i"14A 00 & 229 Z =A GRAVEL Z w OC W C!) � � CID �W W cc 49 00 12 "D O o CB RIM =43.98 O ;+ NO INV 8 "PVC W = 4 .6 03 pp BOT =4. '` .t N co 6 ®m ON WALK < 4c. ~ P CW FILLER CAP V® W ARAN? 4 ICV a 0 Z BLDG #226 DRAIN 1'x1' DRAIN 1'x1' w Z Y -� = RIM-45.07 _J_ RIM =44.78 (� o ) - I O 3 E INV 3„ W -44.5 INV 3 W =43.78 _ <[ INV 3 E =44.4 BOT =43.0 6 � �a BOT =43. ("D olo E MH #27 S TA. 23 +84 6' L �. E REMOVE EXISTING MH AND REPL ACE VI TH NEV 54' M at .v RIM = 44.77 f a c- IE 8' SOU TH = 38.71 IE 8' NOR TH = 38.61 IE 6 VES T = 38.71 4'/22'/2i/=/8" D 390 � Q C�IP'PED v z - O s' CC 0 4 Y 4� SSMH RIM =44.77 „ INV 8 N &S =38.64 „ INV 12 PLUGGED E =39.8 17 CL 18 X (n 2' HIGH WOOD 0 < BARRICADE _ �o dw 3" EMOVE EX. S.S.M.H. 3 III 12 . "D corvc � 0 BLOCK 10 M ON EN 04 PA 0 SDMH RIM-44.83 © D TV VLT 8 "W CO INV 12 "PVC E =41.53 INV 8 "PVC E =41.41 INV 12 "RCP N =41.40 INV 8 "RCP W =41.38 DIRT BOT =41.7 Im LOCATE EXISTING SIDE SEWER 44.08 W121310E36.'55 TBM #1 ELEV= 43.50' NEAR SOUTH SIDE OF FUEL 1'. c w 3a.5o i ear ISLAND do CONNECT. COORDINATE BRASS PIN IN LEAD IN /�• W/ PROPERTY OWNER % 6' VVE CONIC MON IN CASE RESTORE TRENCH SECTION s� MATCHING EXISTING ASPHALT ND SSMH RIM =44.08 THICKNESS OVER 4" CRUSHED INV 8" 37.41 ROCK „S= N INV 12 E &W =36.78 WMH RIM = 43.86 o r- TOP PIPE TO 8"? N &S =4 .4 X. 20 1 / J w CB RIM =43.55 BLDG 207 INV 6 'RCP E =41.25 # ao `� N - DIRT BOT =40.6 --- P SPH ISLAND S c� • X wv u N ASPHALT ELE 42 1 �- • 6 W R \ P 1 V UT ,� 8 W v I NUT ` C -42 6 "W � 2„ CW ABAN. WM Q iMAIN AVENUE All Sim, • -l� • �- ON 00 Im 01 d OAF 'Al 9, MAK0 ", J ell BLDG #1005 XC N BLOCK 12 /MN 121WC E 36.55 NV 10'"SIEEL S 36e3 O � � w 36.50 ` �� ���� 0 20 40 1" = 20' MH # 26 S TA. 26 +85.5 6' L T. T ;o p REMOVE EXISTING MH AND W C ' REPLACE VI TH NEW 54' MH --� RIM = 4 4.08 0o b IE 8' SOUTH = 3742 IE 12' EAST & VEST = 36.78 CW CONIC RECONNECT EXISTING SEVER TO NORTH V/ 12' PVC SS PIPE AND i O + FERNCO COUPLING OR APPRVD EQUAL A PHALT � N I 6 � � � o BLOCK 11 100, C RIM =43.48 NOTES. IN 8' RCP N= 40.50 `O 1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE B =39.4 ' FH SDMH RIM =44.03 OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE I INV 12 RCP S =41.08 SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN CB RIM =43.51 38' INV 12 "RCP E =40.6 ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARANTEE � AC 93 T 40aAY INV 6 RCP W -42.23 BOT =38. STRAIGHT SHOTS, FROM THE CONNECTION, TO THE BUILDING. DIRT BOT -- 41.5 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL SDMH RIM =43.90 LIVE SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS INV 6 "RCP SW =41.6 SEWER AND REPLACE THEM FROM THE MAIN TO THE 1'/2,2''/3' INV 6"RCP E =41.45 PROPERTY LINE. NOT ALL STUBS MAY BE ACTIVE. CONNECT �,, INV 8 N =40.8 221 MAIN AVENUE SOUTH DIRT BOT -39.9 225 MAIN AVENUE SOUTH 226 MAIN AVENUE SOUTH 229 MAIN AVENUE SOUTH MH # 26 S TA. 26 +85.5 6' L T. REMOVE EXISTING MH AND REPL ACE VI TH NE V 54' MH RIM � �� : IE 8 SOU TH = 3:7-. 4e IE 12' EAST & VEST = -36.F8- RN 44.08 W121310E36.'55 W 10%"rML S 36.83 1'. c w 3a.5o i ear MH #27 S TA. 23 +84 6' L T. REMOVE EXISTING MH AND z z z z z ? ° REPLACE VI TH NEW 54' MH 0 F.D. RINGEL LS. 23613 OM1TE: 0 z z cn RIM 44.80 RIM = #4;�yz f z _ w 0 0 �- _ O '� z �- U INV 101W N 38.15 �' INV 1OVW S 38.21 IE 8 SOUTH = U Q Q a J Q Q UlA UIW of u U v A z a IHV 8"�'VC W 38.60 IE 8' NOR TH =- 3&.{1- c� A 0 0 z 0 w J� 0 a- 0 4D a...... . .............LE . 8.'..VES.T.. =. x.7-1 ........ .. �. z................................................................... ............................... • ...................J � .-' � . o..... : I� . .:-� rY - ._j v 2 Xlo : x X X = X � _fw -- _ Z ..:.... .....:.........:.........:..... : - -- :.........:.........:...... :..... ° •�- EXISTING GROUN ° ° ° w ac w ° o Q - o : ~' v' AT CENTERLINE: 1110 a 3 a- -i cl- 3 Ce 3 af d' F-- a- Lj a i a - v Q Q ao - Q I Q I Q I t-- a. a- d oo Q oo - Q cv v .45. ...... .... -... .....�...:...�... �.. ,...i.,;... :.........:......... ' .._ .:.........:.. • ................ - . : ,� - .... ....... ......................... . ..... ..................... ............................... .•.•.40. T _ �. ;._ ..•- ...._ .. - -. ...Ill . •..... I r • R£OV£` . - • - 4 0..................... ...................... ......... . SANITAR •----- a Cm so ut . "46 Q44X APPROX. TOP- CRP #3: - . • I ...................................................... ............................66• -SWD. PIPE............. .... = EL, 36.6 PROVIDE £THAF'OAM PAD• ........: :.........:.........:...... • ..:.........:.... . WHERE CL £ARANC£ l 1' . REMOVE £XIS Tll1u ..... 30. :.. .......:.........:.........:... SANITARY SEVER Mw - .SCALE - ....:.........:.........:.... ............ ...................:......... ; .....Honis �,.. _ . �.0, ...... ........................................................................................ ............ 30.......:.........:... ......:.........:.........:.... . Vert. 10 = 5' 23+00 ..........:.......Z4+00 ......:..... ....:.........:.........;...... Z +00 ......:..... ....:.........:.........:...... +pp ......:.........:.........:.........;......................................................................................................... SHT 13 of 14 NnE0 APR 2 Z /�l.? = ? �:' j.n FR 33:0 •