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ARCHITECT /ENGINEER <br />-'- UTILITY NOTES: -- A. PLANNER <br />I. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND TY i HARTFORD <br />ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC "I.j•I_ . ([�ji F so <br />FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING, <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER '"'"`- -" <br />OF DISCREPANCIES OR VARIATIONS FROM THE PLANS <br />2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. <br />CONTACT 'GOPHER STATE ONE CALL' (851 -454 -0002 OR P`POP`Om <br />• - BOO -252 -1166) FOR UTILITY LOCATIONS. 72 HOURS PRIOR TO <br />CONSTRUCTION. <br />• <br />9� »--" -ya-- »- .�y�_P 3. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT I Mm! �T u. Nb W., m�l6aRm <br />CBMH -103 icy . , EDITION OF 'STANDARD SPECIFICATIONS FOR WATER MAIN AND FWM W an P w0 m6 <br />E(SE) =898.20 RE)901l02 >_ &T-�' >Y-- ---yX -- T�6 STORM SERVICE 'SANITARY BY THEAND <br />CITY • be y 4 �' 444 0 %1 IE(5)- 892.39 23fi' -33' RCP O 0.155 IE(SW) 891.01 �y�� >�y>�-- �+Ay -�> 1'dM CITY REQUIREMENTS. <br />MINNESOTA, ANO SHALL CONFORM <br />11/// IE(SW) =Ei91.99 -: I ( 4, DEFER TO SITE PLAN FOR CURRENT HOR120NTAL 0e. Hem 0 1023 <br />IE(NE)= 891.]9 IE(NE) =890.44 3BI' -62' RCP O 0.105 STUN-101 O. REFER T AND LAYOUT. <br />/ J7' -8' PVC O 1.040 � i IE =88045 <br />71' -8' PVC O 1.045 5. ALL WATER HIRE SHALL BE DUCTILE 1RCIV PIPE (DIP) 0.455 <br />52 UNLESS OTHERWISE NOTED. CONSULTANT: <br />6. ALL SANITARY SEWER PIPE SHALL BE POLYNNYL CHLORIDE <br />""' - - \ FES -100 PIPE (PVC) SDP 35 UNLESS OTHERWISE NOTED. <br />RD -112 <br />54' -42' RCP O 0.105 IE =890.00 7. ALL STORM SEWER PIPE SHALL BE REINFORCED CONREIE <br />RE =90500 6D-1,] PIPE (RCP) UNLESS O7H06 55 NOTED. <br />723 IE =90000 - _' 5.489151 <br />/ 8. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF <br />9 JZ(18 R� O _ /' STRUCTURES <br />6y `1D 4852; 0 9. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE <br />Yye 66 r ' }°' SURFED 0.115 FEET PER DETAILS. 44 ELEVATIONSR5H0 ONE <br />THIS PLAN D0 NOT REFLECT 5UMPED ELEVATIONS. 15 ®0 '.,p,.. D HYDRANTS 5 FEE <br />7 BEHIND <br />SACK OF CURE UNLESS OTHERWISE 60750. T B A -. ...•. ..• <br />'0 - . _--'• <br />__ <br />11, 5' 05 10 247 WATERMNNS AND ANY HYDRANT EXTENSION. <br />• <br />HYDRANT EXTENSIONS SMALL BE INCIDENTAL <br />15 A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL <br />WATERMAIN, UNLESS OTHERWISE NOTES. EXTRA DEPTH MAY BE OWNER: <br />REOUREO TO MAINTAIN A MINIMUM OF 16" VERTICAL <br />SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA <br />• <br />• - PO DEPTH WATEAMAIN IS INCIDENTAL. LEGACY <br />/� 13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND HOLDINGS-LL, LLC <br />10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL <br />UTNTES, UNLESS OTHERWISE NOTED. <br />,"' ! -- J 14, COORDINATE LOCATIONS OF SERVICE CONNECTIONS AND 6w 441 c1036 Mls <br />M.N'}1g 10 EMS WITHIN THE BUILDING WITH THE MECHANICAL DRAYANOS. 23660M IRK. 64 <br />128' -2a' RCP O 1.93% O0 y90 W9q'�' ,,/•.----;.---z-, - 50.MyDO1 <br />PE`gFYWg1�`5 9 1 ( 15. COORDINATE INSTALLATION AND SCHEDULING OF NEW M2- 766-1201 <br />HYDRANT W/CV / d-�'SWI° e06�'S Q‘P'. I ADJACENT I CONTRACTORS SYSTEM. ND CITY STAFF. RAINS 1WTH <br />GROUND EUCE -11 .8 W' 441° P`�' <br />B'%fi' REDUCER E� Ifi. CONTRACTOR O0 $HALL MAINTAIN AS -BUILT PLANS <br />2- fi' -t5' BENDS �� - THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO PROJECT: <br />• 8" 647E VALVE ENGINEER UPON COMPLETION OF WORK. <br />sTMH -loo e- TEE <br />RE =9-5.8 <br />1E4894.46 //-Er 911 69 0 STRUCTURE SCHEDULE: - } <br />rr V WATER6AI6 (fiE�q'JO' $1RILCTIIRF <br />VY S],E 6-STINv <br />//� �N\ / B �OTIi[RS 0 % MN -1 Mr DIA. R -1642 <br />.`,z .- MH -2 123' -10' RCP O 4805 S7MH- DIA. P -1642 <br />/ /f�\ \; RE4004.60 _ 101 66' DIA. F -1642 <br />126' -24' RCP 0 0.255-4,...„„4... � TI" \j \ IE =B9 }.42 '�- CBMH -103 56' DIA. R- 3067 -0 <br />CBMH -103 Sr 010. R- 3087 -0 <br />65414-708 <br />RE =90330 STMH -104 Mr DIA. 6-1642 <br />/ IE(5) =B9 &69 6994 -105 48" DIA. R -1042 <br />/ / 8" PLUG \1J\ IE(N)= 888.29 CBMH- 106 a8' DIA. 6-3067-V LEGACY AT <br />^ W CBMH -107 48' 014. R- 3°67 -V <br />I� O- B• e' -225' BEND . • .. <br />///n <br />/f/ 30 -8" PVC O OART CBMH -108 4B' D10. R- 306] -V <br />STUB IE -891St G\ 8'- 11.25' BEND "^ _ STMH -109 48' DIA R -I6a2 WOODS EDGE <br />STMH -105 �'.� ®o�' h RE =804.80 <br />E =884671 \ro\ 16=892.97 • NEENAH FOUNDRY COMPANY OR APPROVED EG1AL <br />34 -24' RCP O 0.205 ' - 1 ! (FIELD EXISTING B APARTMENT <br />CBI/H-106 <br />B ( _A <br />• �!� \ _ APARTMENTS <br />IE(SW)4695.64 % / - <br />IEcSE)- 895.44 / 1 \ ° °D- - LINO LAKES <br />/ - /�_�'°�r� MINNESOTA <br />T / O CONNECT TO E%ISTNC STUB <br />,./ 7S -12" RCP " -- ' �� 8E4902.30 <br />IE =89].61 (FIELD VERIFY) <br />\\ O 8.055 1140' -15' RCP O ].975. @ =899.14 • <br />/V '' `CBMH -105 J / <br />/ ' Tn1 RE =905.32 �(Y(( <br />IE =901.52 <br />/. 105 -8" PVC O 1.505 <br />STM -109 /, 0,. <br />k85P5544b047 RE =ofi.T5 <br />, 78' -8' PVC O 1.985 �''� �, . <br />•• �. <br />IIP ' li`� pD -m ISSUE: <br />/ RE =912.87 <br />IE =903.00 , 06/15/95 CRY AIfiMIRAt <br />09/27/06 REV PER CRY <br />1 0/24 <br />/� 4 <br />PO „4 <br />RE =906.0 • RD -110 <br />IE =90].06 I RE 44 0 .1 <br />/ IE =90100 ;o; 4} <br />0 . r A REV. THIS SHEET <br />/ i 59 YT '' A 6 4 YY 0 N REV. THIS SHEET <br />>/ 65 0 50 El .!_� k 4 , ( 5 <br />E SHEET TITLE: <br />-. EXTEND 6' PVC STUB 7 /% I ■ e' DIP STUB W /5V (BY OTHERS) E' UTIUTY <br />1. i. <br />... - __ / 8' PVC STUB (BY OTHERS) F] V Q <br />n- 1 @ Pry L <br />qi � � i" . PLAN <br />o <br />. EXTEND 8' 047 STUB 7 <br />-- - SHEET NUMBER: <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION C4e0 <br />• <br />0 6PY61Gf most .NRRMO RPOMp 46. RIC 6b6Rn5/6A611,666.R4p06 <br />z <br />21 <br />kpa <br />ZA <br />■< <br />\K <br />0 <br />z <br />0 <br />1 <br />0 <br />;~ <br />m <br />§m <br />e> <br />7, <br />( <br />E\ <br />k <br />2 <br />§ <br />■ <br />0 <br />§2 <br />[9 <br />\ <br />0 <br />\ <br />§ <br />} <br />2 <br />§ <br />