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HomeMy WebLinkAboutGallatin County Fairgrounds BENCFMAARK NOTES ��T A, �,�ry ��yy����-T������y LE9� RECORD DRAWINGS GALLATIN COUNTY FAIRGROUNDS 1. THE NORTH CONSTRUCTION BOLT OF HYDRANT NO. 617 * 0A'v.0 J. Y* "= •-�^ J,Op°1Y3Y f1CC(`DIQTVl1� EXISTING DESQUIPTIO wvRovEo LOCATED APPROXIMATELY 332' WEST OF RIFLE RANGE. _ CRAWFORD ` CURB & GUTTER / "--.NO. 8709PE BUILDING WITH rma - /n WATER AND SEWER IMPROVEMENTS ELEVATION = 4746.81' 'i'x.•e FLOOR ELEVATION ,. 87..CStg,,KQ.F: i,c ----�.:= ---• CULVERT 2. CHISELED X" ON ARROW BOLT OF FIRE HYDRANT - �S 0c` s"rwo.m.cenomwNN,.. WE BOZEMAN MONTANA �N��,r,r.,,,'' MAILBOX AT STA. 11+60 LEFT. ELEVATION = 4745.05' DITCH LINE STREET SIGN Oue¢ DEAN & OS S INC. 7 ENGINEERING CONSULTANT TAUT fN15-BOII°rNr-NNJRII iNU DRAINAGE INLET ALLEY APRON C*019d1IIATE TABLE �I�j ZZO V\/\./f11Jw\F1 I G 1 MRG �II cNl z Q 701 0a ,IATION NORTHING EASTING ELEVATION y I I--I Z(9� • MANHOLE BORE HOLE •�� I'l CONTROL POINT o__ • SEWER CLEANOUT DRILL HOLE SCHEDULE OF DRAWINGS CP 4 2529.94 3702.54 4751.19 Ly 8- CP 5 2155.27 2938.89 4747.93 I 10 Z Z Q SANITARY SEWER `P00 CONTROL POINT O N a osoon CP 6 2612.67 2837.60 4742.49 1,5 Z A CURB STOP TBN TEMPORARY BENCHMARK Z CP 8 3473.15 2112.21 4734.00 w Z Q 3 SHEET NUMBER DESCRIPTION CP 10 3430.45 3149.29 4742.54 Q m ao H ¢= BARRIER POST - - O Lq J V�- -W WATER MAIN I f J -I xa.o' 1 COVER SHEET & SITE PLAN WATEN 0+84 2441.50 2612.93 �I�I I O(n w PROPERTY PINTE FIRE HYDRANT ASSEMBLY w W 2 WATER - SOUTH AND WEST OF RIFLE RANGE _ TEE 4+92 2435.02 3017.23 I 'T'Z N TELEPHONE RISER co= 3 WATER - EAST OF RIFLE RANGE PLUG 11+65 2432.37 3182.21 I N VALVE CROSS 9+01 2025.55 3017.56 GItr1 UI �y U J V 4 SEWER - STA 1+00 TO 14+41 U�UIq "V y v PHONE BOOTH w - G 3- GAS MAIN ELECTRICAL BOX 5 SEWER - STA 14+41 TO 27+83 SANIM1AiRY 1SEWER 3+63 3667.23 1696.05 NI�1 I �U' Z •� • MH 2 4+25 3601.22 1681.79 I I Z< 0 '-'--E----- UNDERGROUND ELECTRIC GAS SERVICE ___:-n.«n..wn�•w: MH 3 5+19 3516.13 1720.17 - �> W w� MH 4 8+99 3135.54 1714.12 Z1 Z O N -E- OVERHEAD ELECTRIC GATE � - .. µ MH 5 12+99 2735.59 1707.77 3 0 w Q W 0 _ - - _. MH 6 14+41 2735.37 1849.27 Q 1n 0- W MH 7 ZI ----T---- UNDERGROUND TELEPHONE -"---- EDGE OF ASPHALT - ---------T --- _ --T�_• MH 8 22+41 2734.14 2249.27 a U� Z -CTV- OVERHEAD CABLE TV '"__""--_----- -'-°T"°" MH 9 26+36 2733.49 3044.53 O EDGE OF GRAVEL °"""01°N0' - MH 10 27+82 2733.26 3191.02 I I W LLZH WOOD FENCE GUY WIRE & ANCHOR I I Q -.-.- WIRE FENCE c ���� O Q`1N LIGHT (LIGHT POLE) B�_ -- - a1C) I W03 lfl Id UTILITY POLE -3578- CONTOUR - }_ �IuI I UNJ I I 0 4754 60 FINISHED GRADE CENTERLINE MONUMENT ELEVATIONS CONIFEROUS TREE - UI UI Lo SPOT ELEVATIONS DECIDUOUS TREE - FL=4781.4 MANHOLE FLOWLINE w w w 54.60 I TOP OF CURB 54.60 FLOWLINE HEDGE OR BUSH ) I I >�� 1 7 CONCRETE i V V 1 01 0 0 SECTION OR DETAIL ID -s"°'°•""1°'MD• r •- - -- -N . -_ H vl rA DESIGNATION SYMBOL 6 mmm SHEET NUMBER WHERE A� SECTION OR DETAIL p M IS SHOWN O Z BVCE BEGIN VERTICAL CURVE ELEVATION Elves BEGN VERTICAL CURVE STATION W Ck a CENTER LINE, PROPERTY LINE COB CITY OF BOZEMAN W - CTV CABLE TELEVISIONIn, DELTA OF CURVE (n q ; DI DUCTILE IRON DIA DIAMETER 1S 1 EL, ELEV ELEVATION ELEC ELECTRIC EVCE END VERTICAL CURVE ELEVATION - ^ EVCS END VERTICAL CURVE STATION w FI--�-i F,E.T.S FLARED END TERMINAL SECTION / (2) Z FH FIRE HYDRANTFL FLOW LINE ,h.l n.o•m. MH MANHOLE 4 5 1T6� 7 5-� 9 - ZO 2 22 23 24 - --�rJ-- L ACT- ----"L7 Ma�7 �,�q ppLL __-___ MPDES DISC ARGE ELEMINATION SYSTEM T I SHEET NO. 5 N MPW MONTANA PUBLIC WORKS L LENGTH OF CURVELF LINEAL FEET cl)„ ��y�y z w PC POINT OF HORIZONTAL CURVE - F-r-1 Q PVI POINT OF VERTICAL INTERSECTION •4' Q R RADIUS OF CURVE ,I RAP RADIUS _ O RCP REINFORCED CONCRETE PIPE `"'""'' R/W RIGHT-OF-WAY PeaPcrtrruc- C SF SQUARE FEET - . W Imo, L SS SANITARY SEWER - IA SHEET NO. 2 ✓' � STA STATION J'"�'. SW SIDEWALK (n SY SQUARE YARDS _ Z z LLI TC - TOP OF CURB ,._ 'I Q 1`" 2 3 � W TEL TELEPHONE 0 100� 200' 300 � ,'^�t f P � .; - , _�_ �•4 _ .�0 �� . ti TYP TYPICAL I I I I I I I U, � O _ w VC VERTICAL CURVE S C A L E r_ fF I *T - - 'I W WATER 1 r `�•• _ sEr e[NClrwW vnc oN waaw eou aP riRt: U N U) r...+ mTPI°a.cN 0 x•oN eoLT. ¢,Evunir: a ' GENERAL NOTES ,I � _ "- _ 7 Z 0 a� m 1. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES ` " i r�YY11 -1 W LI..� L .. IN WRITING AND IS RESPONSIBLE FOR SECURING s -= 04 - /O THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE - ;I �� ; O 0 BEGINNING EXCAVATION. R t 1 ZaI -. 2. LOCATIONS OF SUBSURFACE UTILITIES ARE BASED UPON EXISTING DOCUMENTATION RECEIVED FROM COUNTY, MUNICIPAL, AND UTILITY r _ '. •_ _ _ I W J V COMPANY EMPLOYEES. SOME LOCATIONS ARE APPROXIMATE. I J "7 ` TE = W a = 3. THE CONTRACTOR WILL EXCAVATE ALL WATER LINES I _ - i I-� /• - i - 1 ° '� -- -�- - PRJPIXIY Liv: OD n PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE y. �-r;.\ �,}+, _- is• .: r. .::_,„ - CROSSING CLEARANCE. THE CONTRACTOR WILL NOTIFY - • - --- - - ¢ THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO �'� �"� � i' `�-' f - ' � - �- --� - --' �-�- --- ----"-- ___"-"--- EXCAVATION. N 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXCAVATING �. m FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO -'1-_$_Y• r ;_ i ---"� I _ -� ; L - 5- �� ,�c �u�.a.r.s ORDERING FITTINGS, N «o uE. a aao Arc K TrUCY.c N -1,•, wzcN<r A SHEET NO. 5. THE CONTRACTOR IS RESPONSIBLE FOR STREET CUT ` AND OTHER NECESSARY PERMITS. B9721RCS,DWG SHEETS N. i _ ___ ' ,,......._.............f o ABANDONED 4745.31 I I * DAVID J. SEWER MAIN RIFLE RANGE 1 CRAWFORD O EXISTING, IRE - STA. 4+76. 15 LF SERVICE *oA No. 8709PE J RECORD DRAWINGS =,AB , O WATER ' HYDRANT/ -�\ NEW UTILITY EASEMENT I '"BVOXAL I APPROVED le METE EXISTING METER E ---- E \ E_ -- 30'E TYP. —�E �d `. � �E TITLE TE EASEMENT G -_ --------- ------ ETE THRUST BLOCK DATE�---- ---- - ------------ --- + STA. 4 87 INSTALL �"..X�8" REDUCER. 8" GATE I I I � ZZ / IJ Q� / VALVE. VALVE BOX /-CO CR mL�✓iuz3�B l z �00 —4 _—'T — II I Zz — — — — -- —` THONGS DEAN & HOSHINS INC. �I O_- 4�__�__ _ GRAVEL- _ SEE SHEET 3 FAI-LS EERING CONSULTANTS DI mI N GREAT FALLS-B02EMAN-KALISPELL MONTANA Z < LE ZSTOE IDA HINCTO 1 z Z Q U' —^��_ / — _— LE'MSTON IDAHO I o Z Q Z m �F- z m zo G A I STA. 4+92 WEST & SOUTH = STA 10+00 EAST, 01 wl Q w w> z In o 8" X 8" TEE W/ CONCRETE THRUST BLOCK I (n w Zz In m WATER SYSTEM NOTES' \ o o J o z� 4747.66 �/ S (SHEETS 2 THROUGH 3) I I z Z Q F c > w U x STA. 5+90 8" ABANDONED SEWER (CLAY), 1. MAINTAIN A MINIMUM Of 18" VERTICAL SEPARATION Zj�o W w + 3 > > PLUGGED BOTH ENDS. N o z a \_ WATER ENINEUCROSSING,SEWER/STORM TAS NOTEDN AND 3 Q W m O d w� / r 2. SEE PROFILES FOR CLASS OF PIPE AND FITTINGS. Of w a _Z I NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF o o Q V) + / / I COVER, BELOW FINISHED GRADE, EXCEPT WHERE NOTED OTHERWISE. vi 0 J Z 4.WATER SERVICES SHALL BE NO CLOSER THAN 18" Qi Z QWo FROM OTHER WATER SERVICES, ALONG THE MAIN. 'W wZH N REPLACEMENT AREA % \ 5.ALL WATER SERVICES ARE 1" IN SIZE AND EXTEND TO THE EASEMENT LINE, 101 I Q QyN N / / I \ STA. 7+ 9. 4" SEWER CROSSING SERVICES ARE NOT TO BE EXTENDED BEYOND EASEMENT LINE QIO'I I W03 STA 0+78 TO STA 4+46: GRAVEL. 225 SY UNTIL THE MAIN LINE IS TESTED AND ACCEPTED. ZI01 CONTRACTOR TO VERIFY LOCATION & DEPTH Ivl I STA 4+46 TO STA 4+73: ASPHALT, 17 SY 6.ALL WATER SERVICES SHALL INCLUDE CORPORATION STOP, L`I wl O�J E PRIOR TO WATER MAIN INSTALLATION. TYPE K COPPER PIPING, CURB BOX AND CURB STOP. ICI I STA 5+13 TO STA 8+77: ASPHALT, 222 SY 7_ FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX, I I I STA 8+77 TO STA 8+90: CONCRETE, 77 SF / / I/ S DRAIN GRAVEL, AND CONCRETE THRUST BLOCK (SEE CONST. STD. NO. 02718-4). Of Q�IQ�I STA 8+90 TO STA 9+11: ASPHALT, 13 SY \ I 8.ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD. NO. 02718-1. U U U / \Y 9.ALL FITTINGS TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD. NO, 02713-1. N w w w 10. ALL FITTINGS TO BE SWABBED PRIOR TO INSTALLATION. pi w 11.ALL REDUCERS SHALL BE THRUST BLOCKED AND TIED TO ADJACENT FITTING '�-n�I�I�I WITH RESTRAINING ROD. >1I-I 1 /I d 12.ALL FITTINGS THAT ARE NOT PRESSURE TESTED SHALL BE VISUALLY INSPECTED L�OI NI I ,IFI BY C.O.B. WATER DEPARTMENT PERSONNEL UNDER FULL LINE PRESSURE. a1"-)l I / r'7 QQQ EXIST. WATER - aIQI�I METER RtI MINI I PROPERTY LINE 0 50' 100' 150' US WEST CONDUIT RUN m m In i I I I I I I ENCASED IN CONCRETE S C A L E —W4„ S0 0„ E. TAMARACK ST. S1$„ Z l2 pp N N STA 9+01, REMOVE 6" CROSS, INSTALL 8" CROSS W/ CONCRETE THRUST BLOCK 8" X 6" REDUCER W/ CONCRETE THRUST BLOCK W/ 6" GATE VALVE TO SOUTH N. BLACK AVE, (6" GATE VALVE FURNISHED BY C.O.B. AND INSTALLED BY CONTRACTOR) 8" X 4" REDUCER W/ CONCRETE THRUST BLOCK TO WEST 8" GATE VALVE W/ CONCRETE THRUST BLOCK TO NORTH w 8" PLUG W/ CONCRETE THRUST BLOCK TO EAST (� z yQy Q TYPE A CKFILL F-� 4755 4755_ ID LLJ o O Q EXISTING GROUND z 4750 AND F 475L_ a' Q Z'ToQ- 3012STO M DRA STO D NIN hGP�� 5 Q O --------- F o 4745 f— of 4745 --------- 3 IF 50' E--I (n - -- ----------- --- ---- ---------- -------- -------------------- w Ld zz 6.5' MINIMUM COVER � a Q 4740 4740 STA. 9+04 - INSTALL 2 - 4'XB' OSHEETS OF 2" RIGID POLYSTYREN INSULATION U L1JBETWEEN WATER MAIN AND STORM NDRAIN LINES. O 47354'J5 mSTA8+77 TO 9+01, EMOVE EXISTING S A 0+84 TO 4+87. 403' LF OF 10" CLASS 51 DI PIPE STA 4+87 TO 8+77, 39 ' LF OF 8" CLASS 51 DI PIPE6" WATERMAIN. REP E WITH 24' OF Q _. 8" CLASS 51 DI PIPE. 4730 (n 4730 u _ 4725 Z r K W W W O L.LJ N O p > Z a0 4720 w o W a 4/LU ZO m w w a z U Q � a. Q t0 h N r Z w + + + + + + + SHEET NO. 471� 4715 5 0 1 2 3 4 5 6 7 8 9 10 2 B9721R2 H TS " 4, DAVID J. CRAWFORD NO 8709PE ZOXAL �' RECORD DRAWINGS `R,AO �' PtER E`W !%C�P��05 QZO° �I �P I H �1 _ _.,1�_.� i-E-GRAVEL rj Z Z Z q O PaR9v€y rnl Vl:E Z NE TITLE TE ~ Q � AM I Z ROCK AND Ioz _ //�.M u //Bi Ptii/�W✓4C�e. �U,Z1/�P RAILROAD TIE WALLS Z m 'x NAME J TITLE If DATE m _ = ----� THDMAS, DEAN & HOSKINS INC. of ow f l w ENGINEERING CONSULTANTS / I�-I GREAT FALLS-BOZEMAN-NALISPELL MONTAA I I w Z(/) loss. SP01(ANE WASHIN GT L-- I I Q J LEWSTON IDAHO REPLACEMENT AREAS I — _ al�i"I �j U a STA. 10rUU Ib STA GRAVEL, 107 SY I I j I '70z 1 law �zf _ w> W ir N -- ---- \ aj)a QWro swa _Z I ooa w � ---- z-i Z� awp 4745.31 i I I I W LL I , QI DI I Q Q yRIFLE RANGE 8" GATE VALVESTA. 10+05 w03 I W/ CONCRETE THRUST BLOCK i GRAVEL ZI'I trdW L`I wl I F' C�V1J IOf I / STA 11+25, 15 LF SERVICE U U U STA 11+60, 8" X 6"TEE, 28 LF 6" PIPE, FIRE ul w w w _ I / HYDRANT ASSEMBLY W/ CONCRETE THRUST BLOCK z w w SEE SHEET 2 T —�-- INSTALL 3 BARRIER POSTS (SEE COB STD DWG NO 02718-5) w_I al I "STA 11+65. 8 PLUG AND THRUST BLOCK - 1 � s rnl�I I / LLJ w J�,TA - S 4+92 WESL-0 "SO CUTH +00 10 ~<~ A)" ONNECT TG`'P-X.$_TEE ��; In----- � al al�I RAVEL 4745/ co-- }I m co }I < / r � w N w z U Q TYPE A BA KFILL z J LL N0 Of W 4750 4750 LL_ O EXISTING GRO D D SD 100 1 SD L AND FINISHED 3RADE 4745 4745 S C A L E Z - ------- - H Q O -- --- --------- ----- Z W 4740 6.5' MINIMUM COVER 4740 �:) N O m Q 4735 4735 z ~ STA 10+00 TO 11+65 Lj cv 165 LF OF 8" CLASS 51 DI PIPE 4730 w 4730 w LL w I`/l �/ Ld 4725 4725 Q w W o Cl 5, U � W Z J 50 w 3 o a w aJ U � O O � + + + + 5 SHEET Nu. 10 11 3 B9721R3.DW SHEET`= i - DAVID J. w Z - CRAWFORD - NO. 8709PL O zZ Q'RAINFIEI[D z / uow rn m ,�� I raj / / i I ' 743.96 ,':I I /' i / 1 1 0 50' 100= 150' wo .0 JIII /� a0�/ / I I U ZZD w I I I ZwOwzoQ 'li O j v /% i �'\ / r�< L' / \ rnlcV 1 Z Q�Q = S C A L E F3�¢�O lii vz / w= / % / / I - --C- \V1rnj 1 ~ 0-- o N l o \- S'- ODI I N S c� N w06EOQI-I 1 �^ 11 a 3-�I 1 I 3 =- I n f o N`QI I ;II I /I �/ pah 11 i I o Z Z Q N 66a,,.U'Y 2� I ZO I Oi(jOwl ( O U O,O O W I 1 II 11 I I l\ I O I 1 r_J I L Q In op ~ z oN�� G�iUQ I ZN I "�® Lr ^w I a l I I ! 1 �\ I = I I ;Ia ' W I wIz W F 3 x a n�'o��zU N ` c0 g ool Z,, Nz or/ � > I z; 1 �Iw 1 p0L� J w z_N Oo��o ow I ( w0irr w w \ +w +vt' O a l 1 % I �+ I I a o� » O� o �� \ \ow n a 1 1 1,v1 I, I 1 1 O J o "` 0 0 o a Y o m 0 I a 0= w o n z \ '\w -*�� �' 1 � / ---STA 4+41, MANH LE NO. 6 15 LF 81 PIPE, SDf� 35, ® 1.509, 11 I (n w w �� z z z z c�z z �w I 3 3 0=N a a I a,�o O o / 1 / y I W/ CAP FL = 4728143 1 rr+ O w w w a m o-In w I I = or'N z w s / \ O I / / 11 r Y f 1 ) HOIST I I I w Z lail Jo ac�0:ow,m o �� i "' moo_a w N w` `^f o� I 1 - 1 - '(OR TURE MAIN EkTENSION QI�I 3ozQ / w = 1 I i �a ( 1 I UI Q z nn n x 3 �- x x �ri a a / o \ o 1 / �U z N z rn I , , --r- I/ , Y o w� Ig z OUIn3owF ;N I ai(w uo= w r co`I \ ~ i / i r "Y Rj Uij� Zc� c�a ^Do�oL-aw1 'l o +°°a5! gN \ oo ® i Lm I r i '1 \ o aF oIn wOr=3g 0 '*I/`c z v Jc6 \ + \ + l i + CE N. T04 AVE. / �. I 1 I I ZQ o �o F m�rjw�w "� mow— a O� '�o \ �w�� 1 I a0 (RESTO�E MONUMENT) / 1 1 � I I � j Ip Q Z� o + z O +o + w o\w a z Q U z 1.5 \ 1 a ( / \ —+L I�30'�UTIUTY EASEMENT p w w �w n aOw QNoa� < I cn�n In Inn3... \ f-w '-U- \ \ / \ \ } Iw> W�' \ Ins \ nano �^_ \ \ \ \ I zz N < a a a w ? a o a = o '-- \ STA 13+$0, REMOVE AND \ O Q W O w o OV1 a F t-woaow z 1 0 `` \ \ o `.REPLACE 3Q LF OF FiiwC �L \I W m N VI N Z 2 QK VI Q VI NI 1 `\�\ \ \ \ "C O Q UI Q- /' ^ �/ / , •�'/ -.7- `1 �1 1 \\\ STA 1z99, MANHOLE NO. 5 \\\ I I �-+W wZ� -D — 7D — — — — -jU —�c — —lrh 1 1 id I O �Y- ------ - — - ---- -- -- ---- 6.-* I �— — — — — — — — -�+ — — — — — — \ Sg AID I I i ri.11 — — � T� v NUFT — — — �y \ a01x03S 1 ' - -T T------T ul.-TI�IRQ-A-E--T-- T T---- 1 ( \ W__ \ z yaw_ � I 7------ 7--/----T-�--- T---�`� T--- �-T -----\ L�I�II C~ C9VIJ W �W -W I- SEWER SYSTEM NOTESUS WEST CONDUIT RUN(SHEETS 4 & 5) ENCASED IN CONCRETE r, N. THIRD AVE. LEJ 0 N u1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN (RESTORE MONUMENT) �' w w w OUTSIDE OF SEWER/STORM DRAIN AND WATER MAIN CROSSINGS. ~ U �p I m I 2. ALL SERVICES ARE 4" PVC - SDR 35, UNLESS OTHERWISE NOTED. REPLACEMENT AREA -�-30' UTILITY EASEMENT PROPOSE I I N I �OF OAKSTREET 3. EACH SEWER NO TEES OR DOUBNEEWYES WILL I WITH A Y STA 13+29 TO STA 14+41: GRAVEL, 69 SY I R E C O R D DRAWINGS 4. SERVICES ARE NOT TO BE EXTENDED BEYOND THE U F I Q EASEMENT LINE UNTIL THE MAIN IS TESTED AND ACCEPTED. O O aaa 5. CONTRACTOR SHALL NOTE EXISTING STRUCTURES IN CLOSE PROXIMITY c o o -ARP&OVCD - _ �O TO TRENCHING OPERATIONS. AND SHALL TAKE THE NECESSARY PRECAUTIONS '- _ /2- �G-J1�i rS/Z I eXr TO ENSURE THE STABILITY OF SAID STRUCTURES. CONTACT MPC (CHUCK BUSTA) L 0-1 QI ILI HI UI I NAML TITLE DATETO SCHEDULE A SERVICE VEHICLE TO SUPPORT POWER POLE 15' EAST OF STA 4+90. Lr)I 6. SEWER MANHOLES LESS THAN 6' HIGH SHALL BE I I .=fA„1! �ja'pAf"/Y/LGs1eu,G�.- g/m/�,6 IN ACCORDANCE WITH CONST. STD. NO. 02722-2. NAME -TITLE DATE 7. ADEQUATE SHORING MUST BE PROVIDED FOR STRUCTURES ADJACENT TO m m m THOMAS DEAN & HOSKINS INC. TRENCHING OPPERATION, NOTABLY BETWEEN STA 15+00 AND STA 16+00. ��� GREAT NFIAILS�EERING B02EMAN-HAUSPELSULTANMONTA A 8 RESTORED FENCING TO ORIGINAL CONDITION. EMOED BY CONTRACTOR MUST BE LENISTON IONiO _- TYPE A BACKFILL Z�511 � \� 4745 U) 4745 STA. t+OC TO 4+20, _ - �D + FLOW ABLE FILL BACKFILL p ---__--- UP T TH ELEVATION OF a ---- 4740 TOP F N W THRUST BLOCK E ISTING GROUND �0 -__-_- _ ---- 4740 Q w ON -- _ F+ryi --- 4735 I--1 w 'SNP -- ------- Z -- ---- O 4735 o ti°O �\� ------------------ O O o - w + �° -- ------- ---- 4730 EE--I ti 4730 ry0. _ ------ yy Q 0.44% SEE SHEET 5 H Z M w 3 Q II 3 - o.ao � Q F-- II N 142 LF 6" PIPE. S R 35 4725 I a0 1.0440Q LF 6" PI E, SDR 35 4725 O LLJ N II IPE. SDR 35 Z O I I 1 067. 380 LF 10 I—I m II p 77 E-4 4720 I LF AD- PIP 4720Lli O.t7 LF 1 SDK m I DR 25 A WA I4 LLJ C-900 P ESSU 263 LF 10 PIPE. SDR 35 PIPE n a 4715 0 4715 N N J V o ci z z °P 5' z z z ao U Ld a n J2 OOI OT J 10 N� oN�Nn nn J enan 2f Nnc da Js - 4710 4710 0 00 5Q' ZN Q 6 3 a aaao m U z0 zIn NTzow o; zo zw '3w Z U O N 4705 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SHEET N0. 5 4 B9721 R4.DWG SHEETS rt�OO IDA/�*= 6" PVC SERVICE RECORD DRAWINGS - -�= CRA J. WFORD �I,NO. 8709PEm_ APPROV/ED _�/ S" MAIN vi z o \ /�//l' �'ie���/ r✓l /ollc�2 'S/�'f�f� f��NAL '4 NAME w~ a // ons. o x W r NAME � �' TITLE DATE ^j�� O Z OZ 0 wz �= oo rnlc�ll I Z Q" STA 16+23, SERVICE DETAIL (A.B.), t'=to', H & v 0 �a �N �� THOMAS DEAN & HOSKINS INC. II I r-I rOQ _ ow w. ENGINEERING CONSULTANTS V O_O N W Z U Z ul Oro r O GREAT FALLS-SOZEMAN-KAUSPELL MONTANA O I Z_ 0 1 w Z 0 > ep 3 SPOKANE WASHINGTON 001 0]I I (J) I ,o "� c�o r ¢ w e 3 w w LEWISTON IOAHo 0 o I I I r�r N p 3aN iCap O �'� w Z 00 Z Z � �� ,c Z Q Z _ II i�/ twnaJl x �rn dE �W o w I VI LLI IZZ iQ i Nt/ I r �a a p O -I J w III Fzl I �m I ! O i // j m N� i I c�J [Om J In I n1 ! '^ 1 a 16 N I I I I�1+Z a I n 1 10 0 \ a a-� n m \\ 1 1 1 ut �----��\ 3om! I N Zo l a r w! I ' d dv I �� r> \ + AAArn ,o U UI-TI `�O Y + I 1 r ZI r ra 3 i' -N_ice N N I Q e I + I 1 +w a J 1 c ,1 m m n �� \ �I�1 �nol iio n w ✓" � d d 01 o ��� i © �`�\ - S S S S _-_ — T S I j Z. Q ( w _ ^ 1 1 �E _ 4740--= i w o d Z w a / I I I I _f� I z ZO W A N DIRT 4740- 3 z 0 Q W O 1 J I 1 ABANDONED a N a W M / I i 1 II 3 I 1 IRRIGATION i 3 SEWER LINE . i D O Q -Z 1� I 1 ORAGE 1 III / ` WELL HOUSE ' 15.0' TYP. ' (�J i b9.5 ' CONTAINE 1 IJI _ — — — — — — — — \�l Z<wo 21 JI01 1 O QY_ SEE SMEET 4 / -�_� _ - ' ��- JL — .�..� Gr- — �'r — —��_ — — — — — — — � —�__ _- — — — — — — — — — — — — — — — — — — — — — J 4I I F�-I w O MAIN Al -� \ DIRT — — L 75.0' P. - - r i Ll Ld O�J i EXI3 . WAFER Q \� —J �� 474 \`.\ --- - ` P MET R PIT i 5 \ . ClEANOUT � --- �o ; I !/ I I J 1 w \, GRAVEL _ _ ---------------- --------------------------------------------------------------- I = I I \ l t I I 11 3 3 ` J -----��Mf� TAIN , w V EX� O O w Vl 0 Ln GATE III I t` \ R ; O o m z w w w0 w 1 j l i I G \ ; o o GRASS I I 1 \DRAINFIELD NOT REMOVED. NO I ---tr --6 �`� w NI I DRAINFIELD O O L-E-----J'A o I VERIFIED. b O O \ +Q \ LLJ j �rn¢1v'aI a0 0 �I Q --HOIST I �L1 j I j I I o o Z 111 i I n I n I O O \\ -,\ ------- al al I Q J d CLEANOUT , 0 0 \�- I 1 1 MINI I ?3 I N 4745.31 m m m AI N (7 CONNECT TO EXISTING SERVICE. SEPTIC TANK LOCATED PARTIALLY UNDER BUILDING. OR A PORTION OF A REPLACEMENT AREA j/ TANK WAS REMOVED. o so' too' tso' STA 14+41 TO STA 20+57: GRAVEL, 376 SY I I I I S C A L E TYPE A BACKFILL TYPEB BACKFILL 'Z 00 4750 + 4750 rl- O N 4745 S ryAh 474 0' Q -- a �� 9 _ __---- - EXISTING GRD NO 9 EL 56 kp ~I a_________________ _______ ____. � AND FINISHED GRADE a -- -------- - ------ ------------ ------------ -- - --------- --- Of 4740 0_ a x � E- Z-I--r ?� o .43% 4735 Q Q 4735 N 0.439. 146 LF 8' PIPE, SDR 35 O LLJ (n 0.43% N 3 5 LF 8" PIP SDR 35 r� 4730 0.50% Pipr R 3 4730 f-I m 400 LF 8" PIPE, SDR 3 w 4725 1 W 4725 Ld W o 0 _ (n cri a N o 4720 = 4720 o - 6 w z o> w z w u z z m ¢ Z 5' m w Z o & w N , tt '�< n-a cw o r-n w cwi wi o o f o o cwi o m rn cwi u o v 4715 4715 a< m 50 uwi Vwi a a °�a vwi Vwi 1 a3w N oo e3w mo N ro m3� e � oNo; + + + 4710 1 ISHEET N0. 4710 m 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 B9721R5 W SHEETS