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HomeMy WebLinkAboutUniversity Square Shopping Center Y Z- -_ CONNECT NEW ROOF DRAIN T TO EXI57/A/6 IRRIGAT/ON PIPE CONNECT NEW 6'WATER I • TIE �IE,E (1P.5)• DELETED SEE DE-TAIL 5 o J' -_DDE& TEn/3.0(14.5)D LETE LNE TO EXISTIN6 WATER LINE TE./9G LEGEND - FL:99.7 TD T G m FL=05.7 FI E HYDRANT I FL.IO.l I --„- -- - --- - ----,- - 0 8'---- ----- - {2- -- -- Ax36R -- RR/CATION P/ lN ) PIPE---- ------ 2 Q --- - -- - - --- -- ---- - �a4.0_ ZI=G1B.6 G !i - -' 0 ------ 4'x36 /R '--- STORM DRA/Al NEW I ^ 7E •i?.Z(l3.-)M FL•06.9 REMOVE EX/STIAIG ) 30' FZ •07.5 es'ro) xTE•F.7• 4.5 - -Q - CONNE[T NEW d"WATER LINE �~� - � ADDED FIRE � GRATE 0 REPLACE P� G GAS SUPPLY L/AJE ti� HYDRANT / ZZ•IO.O A!D Fc•9.0' II,Ap WISGYJO L/D - •TE-I4.5(l4•1 ROOF DRAIN NEW I TO EXI6TIAIG B" WATER MA/A/ W I FL=II 3 I �'�",�� 1 7 ` LU } TE=14.6 10"SO. TE=As.8 I - -�W--- EXISTING B"W,4TEIZ MAIN N QQ Qa 70=9.2 II=06.6 I - g " N W M.N.NO.a, ZO=06.4 I --$•S.--- EXISTING B SAAJITARY SEWER EXISTING O/VE2S10A 80.K II•p7. II=0B.0 II=IE.P --' FL�ILG II=/Y2 M•H•AIO• I ----po---- EXIST/,1J6 GATE VALVE SEE / r D NOTE: SEE BOIL NG ARCWTECTUQ,4L Til 8 •D a D• I - -- /fl L I � i OET4/LS FOR Lo A71014 OF ROOF aj I -'-� EXI6T/N49 FIRE HYDRAAJT TE=10.le(11.6)Y DOWNSPOUTS 7C DETERMINE BENCH MARK- TOP OF 574MPED Q I I �-� NEW STORM DRA/A/ MAIJNOLE W/6R4TE RELOCATE SLIDE GATE II IO=07.1 TIE-INS TO 2041F OkAINS NUT e`EXISTIAIG F/R.E HYDRANT) uTe II oN I5"PIPE-DAYL/GNT 1 SEE DETAIL (p ELEV. 4820.9G' I EXISTIAIG CATCH /D4SIAl SLIDE GATE PP'x36' 1 j A4N,A/0.3 I 4 c-4 1 TE-/5.0 AIEW MANNOIE SEE DETA/C C4 ARCH PIPE O INV.EL.46604.90, r•o6.I A E ---�-- EA/5T/NG MANHOLE ALOG.E r3LOG.0 - o I E PROPERTY COi2NER LOCATIOAJ PIIJ I I LAMPA40LE �3 - - - ----- - --1( NEW FIRE HYDRANT AJEW GATE VALVE EX IST/N6 I W NEW WATER MAIAJ 8UIL D/AIG I Q Sd NEW SANITARY SEWER V ° I•h AI 4 CUR 6SS I �•o�O A3 -- PdRK/NG�� •p Q 0 o ti Fo FIGURE IN PAREAITNES/S R:12,9 r-O'UTILITY I I WDICATES TOP ELEVAT/OAJ z0--0(..8 ] EASEMENT I ADJUSTED TO PPOJECT 0.6 94',0 RCP TO P7"0 RCP (M•H N. LOG.E I 170= ,o GRA01N6 PLAN. TRANS/T/OAJ� - I M.H J0.4 I SEE NOTE 40. TE•08 8 CCY✓NECTNEW peA/N ZO=0 . . 6 G D EX/STIN G NOTO NEW /QA/G. 9 AEPE1 EPAkATOk E / . AI ,, AfJT AS tm /DoP S OTL5 OAI C-A/EW(' WTER SHOWN/lSEENOT-- I TE*OB.BDETAIL SHEETS C-P AND C-3 c 4 IO=OG.a 4b� P7 G�RCP TO \ ? M.N.Na lO SEE NOTE AJO.Z " 2 7'x 4 7' i ARCH P/PE FIELD v 6'/NLET-� / I FQ&&ED TRANS/T/ON T-I (o.l .5 ` }C; 0 S.D. =O .G p1.N MO.I NOTE NO 3 44"IR S� 7E=07.5 TE-07.5 03g 7 SLOG.G �y = NO. M.H. NO•C �LOG•F 9y / - ti0 O4>NNEC7' MEW 6"WA K `------------------- L NE TOEXIST/N6rp V A-- W - - �W- 1 - --BW - -23-A-- STREET-- - --B"W- - - 1-0o----- ----------- - - - - - - - 1 - ABBREVIATIONS - - --- - - - - --- - - - - ---- ----- - - - - T,E TOP ELEVATION f} 1.1. INVERT /N F.H. I.O. INVERT OUT FL FLOW LINE ca F.N. FIRE A/YORANT res UTILITIES PLQtiI °A BUILT MAY 7,1980 C•5 CATCH 5AS/N 1•, Remove existing fire hydrant, relocate to position shown and plug SCALE: /"=SO' existing tee. UNIVERSITY SQUARE SHOPPING CENTER M.,4, MANHOLE KROH BROTHERS DEVELOPMENT CO. 2. Lower existing water main between hash marks,��, to provide minimum ,T' cover based on adjusted grade. Se< Skeet C-SF•, profue. •" "+n,,� Q� 3. Abandon 8" sewer in place. Plug inlet to manhole. TA MONTANA N 4 fluutn BOZEMAN G"Rv L.� �a o..«„ N 4. insulate existing sewer line from manhole to new service connection located c* �q _ E S7CItr.l C-I 75' to east. see Detail for insulation procedures. 'z 51"jE }w' N.A , _ „p„ UTILITIES PLAN ;4 j.{•� C-Q c' =g ----� o,. w 9-10-71 F' A acTce��V ".�• 1783-03-01 5, Install and insultate service stub app. 25' to southwest, plug end and ��p/ON mark with 6' post buried 4' deep. MORRISON-MAIERLE, INC. CONSULTING ENGINEERS HELENA,BILLINGS.BOZEMAN,KALISPELL,MONTANA -�-z 7/-a B° 7/-4" b" 74-4" i - -- - - - - - -- - -- - - - - - - - - - - - DeA/AlA6E SUMP I � I e•axcl-D"T I I I I I I 4$' OPEN/N6 4B"SQ.OPEN/NG I - Z*5 x 4!Crr T FO FOR OIL SKIM- -FOR OIL SKIM- -\� MER ACCESS 1 NIER ACCESS �t TYP.CORNER B42'S - � I /NG//Foz SUMhACCESS h I ALLOWABLE i I / - \1 I SLAB CONST. 12" BLaLK�Y/ "-'Q.0,EA.' rr I 2'3x5L0"T B ✓OINT 54 /NG Foe F { FOR C'RN I S E TYPICAL AGE MQ/NTENA I - - - - DETA L C PLACE5 I c- C•3 I I —L I --06 - - - - - --- - -- - - - - - � OIL -- - - - - - - x r� BAFFLE WALL KEY, STORAGE -4*5 Q G"T * / FOR B 4*5 B (CONT•� - SEE DETAIL 3 �7i RESERVOIR I PLAN SNOW'l W17P ROOF *5 COAlT. T * I I 2•a�5! FOR WEIR WALL CONNECTIdv SLAB REMO✓EO FOR. CLARITY 2 5 T(CEA/TE- P"CLP-. ° C' I SEE DETAI L 2 - -- 215x5LOM T TYP. -- -- C• 2"`5x5/-O" T ts5®lB"Tf0' 8• 200E SLAB ,2E1AJF0k(f 1A G7 If, SGALE� ST12UCTUi2.AL PLAN • 6CALE://4"=/-O" +l60/ :: S "d �r�O_/Z'T rt60P4" d'��/2 T �6�24N o , / n B"f '�5 CO2A/ER - BA RS G'/Z" DETA IL 8 EX,'Ee BARS IN TOP SCALE:I' -O" Z S/Dd-ARGX/ND SUMP - noP OF WALL EL.09.00 TOP OF SLAB EL•4608.G7� F/N•62ADEE EL.OB.b 11 - ts4� =- - TT � s•Q SnRR. � �V L)PER. WATER LEVEL 3*G r TOP OF WEI WALL y h EL• 07.0' \ EL.Oli.GM(TYP.) V p 0 /0"OUTLET P/ a 501G lF 1 IAJV E4-.07.00' * 4,45:1 *457/RR. G MILET IAIV•EL.03.30 104 /2"Sp, dLOCKOUTS P*4 EL.03.00' t*4 (TY 3 PLACEiS) - -Ei PE 4"PER r00 EL-02.00'• _ In ALLOWABLE LOArSTRUCTIOAJ ✓01A71 - --- G OF COMPACTED GR'.AVEL "P. WQTERSTOP FULL '✓MOTH _ -- -- - - G ✓C ) 45 @ IB"(TTL)—� *5 a lb"(TeL) f E C T ION rA 03 a lB"(BT \� SCs1LE: / �"�/-O C n '�30 /B"(B8 2 CL2. _o BOTTOM LAYER OF OFFSET C-' i RE/NQ /LrOP LAYER. OF SHOWA/ B"ROOF SLAB TYP. _ AS SHOW,v (SEE 'ROOF SLAB � RE/NFOQC/A/G SHOWN _ RE/NFORCINO FOR -T 10� I THIS S/OE OF eveEAK -� C.L.AK/F•ICATIOM) T �T" uROUNO LINE T ELOB.S H16 BREAK 1N °azz 45 A5 DOWELS @ lP" / _ R.E1NF02C1N6 ONLY TD D/STIA/6UISH TOP / - TOP OF WEl2 EL.06.83' + 4' G" AND BOTTOM LAYERS IO°WALLS,TYP. ^�D3PA® s n " 9PAQ ID" — (Q— _ p P x 4 SHEAR KEY -�- - — — - FLOOR. SLAB 2EWF6RCWG (o'Rv.0 vYAjERSTOP/2 QEO D SCALE 21x6'KEYTYP I , —_ AS BUILT MAY7,1980 AS SHOWN rP ? •5C°'l2"E.W. Q. UNIVERSITY SQUARE SHOPPING CENTER lo' L Q4.4 I , + c I _� C w'4 _'. of —sgc�/2" o o--' KROH BROTHERS DEVELOPMENT CO. •5®le"(TTL i 2 f 5 DD LS'T�8 Z"�' 7 ' I I BOZEMAN MONTANA *S E If,(re L) 244 BLOCKOUT �� DETAIL- "" BQ24"(bTL) C. ONT!+%tJ>, � eFr•., OSLZ I2"(BBL) -' a TYR E V .., RraR (SEE FLoozsLAe DETAIL_ y' u..b 6v A.P.I. OIL SEPARATOR REINFORClAl6 FQQ -T� . �r �' o if, SCALE: /"�rL `* b 9oE �u G STRUCTURAL DETAILS IC3-2-01 CL4.elFICATIO/J 'T��1 r � `/'�' " L 4��Y��,o�„��„ca v� MORRISON-MAIERLE, INC. 19"FLLOR SLAB SECTION Y `US10N 1 � CONSVLTING ENGINEERS SCALE: V2'-/-D" C_2 -ELENA,BILLINGS.BOZEMAN,KALISPELL,MONTANA z DIRECTION OF FLOW- IO" lI-6N S 1/G e/-a 3/60 LIFT/lye BAR Eli " 'So ✓/ _ 451-0ir / „ ANCHOR(SUPPLIED 30 54.OPVCe. - - ^'1 BY PUMP N'F,C) p - ,�— ` 7 ` ' a - ACCESS NATCN DWe, !" V� ti FRAME AND NARDWAP-E -- - - - -- -- - --- O/SCH. '/P' f� I - -- - - - - -- SLOPE 4"d SUMP 4"K 90°BENq SUPPLIED BY PUMP MFR. 4 iR FGYJ7 FLGbI C.I. -T ------ C-3 pl I 1 SEPARA OR CRAW' i " 2-2"x3"xl/4"ALulvt2� /4"LG. DRAINAGE SUMP _ P/PEA AS LGUIDE , W 46 x 3 LONG I T i SET 314'FROM WALL V " _ I -- BARS, BY PUMP MFR 2�8" FROM OPENING,TYR I - ACCESS NATCN -- - - n t I - _ - LOCATION(3d3 1 / " " r __�_ _ WELD ANGLES TOGETHER EXPANSION ANCHOR I /� � OOLTS SPA.� 4 e/t�FLEXI -4B 50 OPNG 24 Sq l4 EL.07.67 SLIDE GATE- �4"ALUM. C1 <:'� MGiSEi,TYP. / u TYR Z OPN'G• I 4" CENTR IFUGAL I /Box1&0 W 2"BEND 2/P 0 P/PE A I SUMP PUMP V CLAMP, TYP D E TA I L 7 b - -- - - --- - -- - SUPPLIED By I I SCALE:l I/P"=l-O" C 3 t� CONTRACTOR 1 - rr DEEP Q? I 2�Z�GALVANIZEDM•a,STEPS SUPPLIED 8Y 1 SUMP IRON PIPE MIN. ANCHO�E GNAWS PUMP MANUFACTURE. l llliii++++i1 I AlPE2 FOOT OIL SKIMMER + SEE t ' - �4n ALUM. 7 /O"rr GRAVITY SLOPE TyP. DETAIL 4 SEPARATOR DRAINI C 3 ° N 1- SLIDE GATE -.. _ ALUM. 2� -- - --- —=p - - 4-'14' D/A. AA/CHOR- F B WA 6#E OR AFFLE LL " CZQ'S OPN - LONG D Q• ( MB$DDMENTI GRAIN,SEE DETAIL 7191 I20a. TYP. ACCESS HATCH, ANCHOR BDLTS 3u C3 �° SEE DETAIL 8" 7'-41I a' 6" 3 D E TA I L - &!-B'__ SCALE; I s P-O' C-3 2 �_ OC'FJJIA/G IN ALUM. SCALE: %4"-P-O" - F� 24'=,CAST IkOA/ CONCRETE SLAB E ', SM4NN0LE FRAME 4 LID - ---OOU -- FLUSH WITH FRAME NEENAN".2-�oro(eP-KH , r ,BLE LID HATCH' I/8"� ANCHOR CHAINS, ��[70UBLE L/D NATCN SECTION 8� PROVIDE IL"SLACK ^ SCALE% /f= ,see DETAIL 4 ,' C-S TOP OF SLAB EL. 09.60' '_\FINISHED 6RADE — ---- - --- -- - - _:L - EL.08.80, JPER. WATER LEVEL - - ELE�/ 07 0' - EL-OG.33' TOP OF WEIR .' PANHOLE STEPS- I n I _ - EL.06.63(TY. S REQ'D,CAST- IN ^l K/Lr ELASTOMER/C JOINT /0'4 OUTLET PIPE PLACE /, CONC. WALL 24'S4.OPAA; EA INV EL• 0�.00' _ 21/2� GRAVITY I _ _ ',o"m INLET WV.EL,03.5d ~ Z"CLR. BREAKE,[ ON BOTTOM .l SK/MMEK DQ SIN SLOPE �4"PE2 FOOT ;EL 03.0' SEE NOTE l ) --- -- 1 TYP , EL. OZ.O - _f --N-- - - - - A HATCN NOTE ACCESS Q /O/L 6KTII EX - _ - FOR SUMP PUMP, SEC T/OI`l A SIMILAR TO ABOVE -P LID HATCH Fcaoe SEE pETA/L �� ReEQUIRE0(NENAN i2 C.E - 466.2-TH,C4STALUMINUM) ' SCALE,14„"/,O" C-3 g" - ���.3 DETAIL 5` �rpR 50/2"FEW.- - - SCALE:P.l'-D" C:3 j �'r5 x/O d'012" A-'CLEA2 �G A`C'EAK -2'r5 DOWELS rib Gn DUMSELL TYPE r5p/E" OF BAFFLE WALL P. C WATER STOP 05LZ 9!4' rvP. 20 5 DOWELS T f e T Y/ z8"I , " WEIR WALL. � D WEIR WALL ZB" BAFFLE WAL_�-_- `--- /2 D/A.xe LONG EYEBOLT i F /2' TYP. 4 PE2 SKIMMER. OPba. SE T IOI`l C ' /� <. 2e SCALE" /"�I' #4 STIRkuPS - / 4 STIe2UPS $ s /1 SAME ARRANGE- o '- --B" : MSNT AS WEIR IML4 r p 2°CLEAR,TYP J L ✓ SON "a B'KEY 211,r B"KEY - _ - SKIMMER OPENMAGOSIS LNOOK TYP.-� As BUILT MAY 7,i9eo FLOAT �L' yl9"D/A.ANCHORC,AIN UNIVERSITY SQUARE SHOPPING CENTER /Z,I T ` p' ,p M i I " ,` SUPPORT ARM %,o= W02KOLOAD)T KROH BROTHERS DEVELOPMENT CO T NdLL WALL fSQ�2 7*16 ( i "A BOZEMAN MONTANA SwEEt NO "cLR,TYP ----- ��' R_ TYP. �yo�p ti n d a P.e A. I. OIL SEPARATOR C�3 DETAIL z DETAIL 3 DETAIL 4 _ GARY L. SCALE: SCALE: P=l -O' C.� SC LE: l al'-o" C.3 STURM } �+�. 9G10 MECHANICAL 81 MISC.DETAILS 5190E tW 1783- 3-0 s.0 MORRISON-MAIERLE, INC. s -or .•w- C0% LNG EN HELENA,BILLINGS BOZEMAN.KAUE'�Ei_'-` `.A -NEW 15"0 PIPE IUDTES: r 1. EX ISTIA/G SLIDE GATE-REMOVE I 2 4" MIN. IAJSTALL 0OWNSTREAM IN 151l.D. 5-jjF6Q(o" iP.ADE CONC. PIPE(SEE'SECTION D'TN T.15 SH ) __ 2.EX I STIAIG 21'x 38'ELL/PTICAL /RQ- NEW 22"xd0"ARCH '� \ IGATIOAJ 0/14E, PIPE/AS OVERFLOW _ 5_ aat(r,, \\ I 4 mG lO�P" 3.EXISTI / 2 57 YROFOAM BOX NG GRAT/N6- Q2M0Ve I n TAPED AT I I B SEAMS 4/-Z" 2r-G" —, s := W/TN OUCT7APE I I I MEW Sl A6 REINFORCING Q 4, MuJ. 6R0UT ACROSS TOP OF I 24'0 OPENING i STEEL(SEE "DIVERSION!BOX i} 2"MIN. I FOR A4AAIl t7LE PLAN°FOR VIEW WITHOUT NEW 5LA8) P/PE TO CLOSE ANY EXISTING 15" +- _ �G OPENINGS/AS SN0W1V B" 2r-11�2" GI/2� IR916ATIOAI PIPE jq)t (ADD lO'-/oaTO EX/8T) (2,c ARTH BACKF/LL COCT PER SPECS "'G 3EWEl2 PIPE GROUT ACROSS SPILLWAY e TO FORM TQANS/T ION o `I -I�Qp REP HEAD' GROUT AROUAJD P/PE TO CONCRETE ARCH P/Plt STUD AAAICHORS SET _2r-B" A LEAVE SMOOTH 'v o 2%4" INTO EX/3T/AIG C ^ PIPE /MTEK/ae Q 1 6 8EE NOTE ! o. COLIC. (�JS-l2-M C �G H1L 4 SCALE:""=1'-O" G4 ° NE W /O"CONN. PI PE G�0F LAB DETAIL 2 EXIST/N6 24" 2 S � + IRQ/GAT/ON PIPE ° SEE NOTE 2 q SCALE : �"_/'-o" C-a \\ ° 0 5EE DOTE MANHOLE RING ¢COVER o \ NEEAG4HrR-/64B NEW `AVEAfEaT EL./I.80' a° oe HEY✓ - A TOP OF SCAB EL.8•32 NEW COAICRETE SLAB \ i/ 2�4" �— _ EXISTIN,S STRUCTUr2E NOTE: AT MANHOLES TO gE U71U2ED AS CA MN BA51NS D E TA r L s 04" C-a \\ / Y o N' PROVIDE NEENAN °IR-23o0 wITYPE"C"GRATE NO SCALE C-4 \ / /2O STUD AAICNORS a, W AD01TIpN TO LID 5pECIF/E0 BELOW C / TYP, II PL4CES CAST IRON RIA/G*COVER SHALL SE NEENAN b�e" - i.r-�'r- .° _ aQ-1-2. �'/TYPE"8"LIP -MANHOLES O FIN.GR.^ CONCRETE ADJUSTING RINGS i (MAX. THICKNESS=60) EXIS TWO DIVERSI0Al 80A ET IL SECS 1O=-0' NOTE ALL JOINTS BETWEEN MA14NOLE SCALE: 21=P-O" C-4 2'-0" LAOJIND SEHOLERING*TOPSECTION _ ---III AND AROUND EWER PIPE /NTO MANHOLE SHALL 8E WATERTTGNT. JOINTING MATERIAL 0 SNALL BE ASPHALTIC STRIPS NEW MUA/NOLE Q/A/G 4 COVER NEW CONCRETE TOP `} MANHOLE 5TePS ' ANEW CONCRETE COVER MEW PAVEMENT EL.1/,60' NE a 12"Y W PAVEMEA/T Y - - - - — 7• a - I I - (j20LlT OPEN FRECAST REINFORCED CONC / b AREA AS SHOwN MANHOLE .RISER*ECCENTRIC NEW FILL I I CGNE TOP MFRD. IN ACYORDANICE GR0UT AC20SS 0P"1AAS d. I A/EW P'_"x3l."REINFORCED 4r-O"OrA. CONWIAE 7 P MF9P. IN A0N C478 ORIGINAL GRADE COAIC.ARCH PIPE AS u SHAPE 6R0UT TO ° -- I DIVER!ION BOX OVERFLOW o SHELF-SL0PE I'' BWLD/NG �� EX ISTIA� lS" a PER 6297' MRD CYJWN SR7UT F/T MEW ARCH P/P✓< 11 IRQIGATIOM PIPE h 00ANEL �I '.p WV.EXISTING N r DIVERSIO :°. o J q < BOX EL. 07./4' a �OIA.OA"PIPE FLOOR. 6LA8 __ CNe NE `i I N L �- CHIP OU IST N Pl - I -- T EX G S LL WAY TO FIT ARCH PIPE _ __ _ ROOF DRAIN J. ECTIOIV r SECT" a �I , ' r SCALE:'2"sl'-d C-4 SCALE: Cr4 P'-I'-O" .. 5=4"D/A. DEPTH 4`4 BARS E I2"9E POUR W FIELD YAR/ES EA WAY TYPICAL MANNOLE DETAIL 3 r 4=_O• IO'-O" a'-G C-4 B' P.V.C. EXISTING SLIDE GATE NEW 15 (o PIPE) —(Ex/ST.I5-0P/PE NO SCALE) y (RELOCATE0,5'NoOW) , / +I¢ell"E Q ` 4 WAY �- Y E TA I (o 43 NO SCALE C"4 HEADWALL-C.' a� l5"PIPE I AS BUILT MAY 7,1980 UNIVERSITY SQUARE SHOPPING CENTER '"�' 4 '9� KROH BROTHERS DEVELOPMENT CO. ° CHANNEL iy��/� EXISTING DIVERSION BOX ii BOZEMAN MONTANA CONC. FTG. «FF, ° I 00'A 'n °„„,•RNR-JH � DIVERSION BOX Nyh `* sruRu} ' ;"9_ro 7q aMISC. DETAILS ELEVATION SECTION oA 5190E °w: 1783-03-01 scAL E; %"=I'-o" SCALE:/2" _ l=o" MORRISON-MAIERLE, INC. '44S�0I�AL F'v`�` CONSULTING ENGINEERS HELENA,BILLINGS,BOZEMAN,KALISPELL,MONTANA E-Z- EXISTING Z`NATURAL EXIST/NG 6"SANITARY SEWER GAS SUPPLY LINE 2 c,' lD'MlN• T tiIEW B"WATER MAIN 20 CONNECT NEW d" j F•H, F F•1 ; PROPERTY L1M/T5 NA TER LINE TD EXISTING S' WATER MAIN -I - ---------6T------ -SS.- - ------ ------ - ------------ - W - — _ - 8W - --- 6-Hi------- - -- - -------- BW --- - I z CONNECT NEW B' WATER L/NE - - - - - - I TD EXISTING 6" WATE,F M4/Al CURB,TYA _ �• I I CURB I I 1 30'UTILITY '9 EASEMENTLij I -- - W NEW G" WATP_k SLOG. e BLOG.G I CURB TrP O[ I l EXiST/NG d' WATER MAIN L/NE SEE LOWER I h / t I I HALF,TI-l/5 SHEET o I EX/STING 9'WATER MAIN I Q er I SLOG. A N NFl MIP- */69 LAL GC6 LIAID: L I AI W 4tDu LINE I - - E /ET/N6 ° IVATER MAIM d _- I /O -- -- - - �- - - - - - - - -- ---- _ B 46to J i - NEW " MAIN 4600 - -- �-- - 7 CO ER. M/N 1� FROM EW:G ND'L IN 4600� - 4790 _ ! 1 j i i i I f - - - - - - I 4790 + 4780 ' I BLDG. F LEGEND N MOVQ EXISTING FIRE HYDRA,,, LOWER EX/STING WATER'7 I IAIN BETWEEAI HASH MARA:5'� 3 TO LOCATION SHOWN N -W- NEW W47ER LINE I 1 i - EX/STING DIVERSION BOX-_1 1 W- SA1571NG WATER LINE -- -- 1 , , ►1 NEW GATE VALVE G'GATE VALVE O� F -----------dW---1- - ---------- - 6W EXISTING GATE VALVE G!(G"TEE w�/PLUG 6W r NEW F-IRE HYORANT B"GATE VALVE I - el PARXIN6 CURB I I E�1 -4- EX/STING FIRE hIYORANT NEW G'YVATER L/N I EXISTING SANITARY SEWER CURQ " ` 3 I I BLDG. G --- I I � EASEMENT EXISTING NATURAL 6A5 SUPPLY BL DG.A 3 I UTILITY I I X15TIA/6 d'WATER MAiA1 3(cMENT T - T- • I I � I - _ NEW _LL6 E _ - 4b34 - t - - - O. NEV11_ O- -i 4DLO �_ - iI 4. RIGINAL SJZ43LhV0 Ljm� R16/NACU GRpAAPUNC� LI JE�I I i * 5T 4N -- - - -- -- - 1: -- - - - - -- - - -- - - 4d22 SCALE: r".50 NDRIZO�LAL �sSVO - -- --- - - - -- - -� -}T VERTI AS BUILT MAY 7,1980 /0 -- --- 4000 : - ---- II -- - _ _ UNIVERSITY SQUARE SHOPPING CENTER KROH BROTHERS DEVELOPMENT CO. NEW WATER IIWAI TANA 7' COv p-NIN.) ItONI BOZRMARN MONve ro. NEW QR XJNp LINE I --' STNVG WATE MA/N O 4790 - - - LOWS E J --- --- -_ - _ ,fw jAQa_flea�r,<v� 46Q� GLE WATER LINE PLAN AND PROFILE C-5 1783-03-01 4760 i --- -- 1�— - _i I - I j I MORRISON-MAIERLE, INC. CONSUITING ENGINEERS "ELENA•BILLINGS,BOZEMAN,KALISPELL,MONTANA T I N I f ARKIIJG CURB CONNECT NEW G"WATE LINE TO EXIST. 6'MA EXISTING B" I jV WATER MAIn/ c<' W F.N. I A/E W Coy WATER LINE W PARKING GU2B 3°f (_/o I Ih I i - 46ZO ' A/D L - -- -f Al W CaKOU D LINE I - ----- I FI E F4YD 40/0 4600 I —i-_ _-t- I 6 ' L !o" WATAR LINE --- 1At75, MA 7'CO VERjM/ FQpM - NE GRpUN Lly/ 4790 E I 4:2 SO ITi 1 I l f I 1 1 - i I - , 1 ' - - -- - MCA "_- - I LE' / Sd ldOQ/20NTAL 1 1 A - - - "=)O' VERTICAL SSFmrrE aW/O..... I " AS BUILT MAV 7,1980 glapgN�V" UNIVERSITY SQUARE SHOPPING CENTER I I - - - -= - -� I --- � --� ----- -� -- KROH BROTHERS DEVELOPMENT CO. 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