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- • • 18'DIA. MANHOLE • <br /> 48"DIA. MALE TOP 885.00 <br /> TOP 885.0C (S)IV. 876.65 e� <br /> �E)INV. 87, (W)INV.876.55 1\ \ 5 \\ <br /> N)INV. 878.56 ` \ \ \ <br /> (Q 140 LF. 12'PVC <br /> SPP o} O 0.72.% 7-.'P —' \\ <br /> r ,SIGN �.--'"'I GAS MARKER / GAS •MARKER I • <br /> .SIGN , I SIGN <br /> HUDSON STREET _ x _ I I BITDMINOU`• ry — — — — — — BITUMINOUS — — <br /> t! --, c <br /> L I \ �� <br /> / \ 20' , 10' \ <br />• /• / / I I I CARAG[STALLS \ <br /> i <br /> // — / A \\ I I I FUTURE 12 OLP. WATERMAIN GARAGE SieuE \ <br /> / I __ TO PROPOSED ELEVATED <br /> 86`-�- STORAGE TANK I / <br /> / //// MATCH' LINE /// <br /> / SEE SHTJ P1 / <br /> / <br /> / <br /> FASTING DRUNF1ElD ..1.11. - I -I- <br /> / <br /> / <br /> II Ir / / <br /> 25c / <br /> : ` CONSTRUCTION LIMITS <br /> r, / <br /> • <br /> eq` 6'CONC. APRON WITH 596,60-lU W.W.M. �!— I I XI �1 / <br /> 11P. SOUTH SIDE &EAST SIDE TO DOOR/ / <br /> 1 I I •' 1 i I / <br /> SEE.DETAIL V (� ! I $I j / <br /> ,_ -__ 1 7 <br /> \ 6a // . <br /> I 2E' E 14 I ,. 48 DIA. MANHOLE / <br /> 665 <br /> TOP 885.00 / <br /> •,\ E' . I I (S.E.)INV. 8811.11/ APARTMENT BUILDING <br /> (W)INV. 880.06 <br /> • ;•c, <br /> 8' BOLLARD (4 REO'D 0 o I I 7 20 LF. 12-PVC 0 0.72% <br /> N 4'FROM WELL) SEE DETAIL e \ FTLTRAll ON Vt� • <br /> \ <br /> HYDRANT, 6'VALVE, 12'X6' BUILDING IV J '. <br /> - .A UANHOLE <br /> REDUCER &12'X12' TEE FIN.FL 686.0 �. / TOP 886.00 <br /> �I� � \` • <br /> SEE SNRT PJ / INV. 860.30 <br /> -SCONNECT TO EX. 10'P.E PITILESS ei, / ' FOR PIPMG PLAN / BOT. 879.00 <br /> S AT WELL ADAPT TO 12'O.I.P. & / t <br /> '" EXTEND AS SHOWN _+Irvl r y 'trttrr �&GRUB 2-t2 TREES <br /> 16'%16'X12'TEEi:._ <br /> WITH 16'PLUG WEST 1 l I 12 DAY ;;;; - `z5. I }I� 12'CAP FOR FUTURE EXTENSION WEST <br /> / 1111111111 665 <br /> .---• - %:: .j 10. --..A40' 12-TREE (��+'j�\7 <br /> 1 I12-WNE €'-:;-; <br /> C 4-\- ---- ' <br /> //ii: '. '.:. \ °' FENCE P_ 0 <br /> DIE- <br /> __——1 172 I CHLORINE ROOM DRAIN PIT® N � — <br /> L — — — <br /> STREET BLDG. FLOOR DRAIN PIT SEE DETAIL PLACE 3'MIN.TOPSOIL&SOD 120'EACH WAY <br /> GARY h <br /> m FROM NORTHEAST CORNER OF PROPERTY. AND I <br /> a t 3' MIN. TOPSOIL&SEED TO CONSTRUCRON LIMITS <br /> SEE DETAIL <br /> n A REMOVE 16'PLUG&EXTEND 16'D.I.P. AS SHOWN <br /> It FILTRATION 1311ILDING SITE PLAN <br /> I SCALE i'_20'® I - <br /> I ND®. 011001,"RA.SPEGVIC.,� /A1 15 OPO TION DESIGNED PFb ELK RIVER MUNICIPAL Ul <br /> Anon a.r,nA®..M:01 Mm n 1.¢n f 7/13/93 CHANGE ORDER 110.1 P,ECKFD TAR <br /> �;,��„M"�1.00011 M*u� .} ., 1 J CONSN11110 FNd9EFRS 3 199`1/ GG\TM WATER TREATMENT PLANT & N <br /> s�R d rC50,A �!'1 GRAPHIC SCALE <br /> � �Q � a\ ager tewart & Associates Inc.lnc <br /> SITE PLAN <br /> ERDOSSP.DWG PLOT DATE. 6/9/93 1959 ROAN PLACE (612)TIL-6021 ST PAUL u1NNE50TA 551I7 ¢ 0 ',Da, 20 <br /> DAR FIV\I�3�¢4K¢ \T C1S�� 9600 SHELARD PARKWAY (612)546-0432 meNNE APP.'S,MINNESOTA 5141 0 N-.- 5 <br /> GATE ALLY,1993 SHEET 3 IY 21 y <br />