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I�\� f • 'TIN Il' 1 �� I:.i. / \ \ � � �- - L I `� CITY OF BOZ EMdN BOZEMAN, MONTANA CONSTRUCTION PLANS FOR �I STREET IMPROVEMENTS SANITARY SEWAGE COLLECTION SYSTEM 41, AND SEWAGE STABILIZATION LAGOON FOR SPECIAL IMPROVEMENT DISTRICT NO , 414 BOZEMAN MONTANA Prepared By a JOHN S. BEREMAN B CO. An i tx N D E X INDEX IMPROVEMENT DISTRICT MAP 2 PAVEMENT CONSTRUCTION DETAILS 3 PLAN PROFILE — HIGHLAND BOULEVARD 4- 6 PLAN PROFILE — CHERRY DRIVE 7-8 PLAN PROFILE — CHERRY DRIVE- Cul de sac 9 PLAN PROFILE — SOUTH SPRUCE DRIVE 10 PLAN PROFILE — NORTH SPRUCE DRIVE II PLAN PROFILE — SOUTH CEDARVIEW DRIVE 12 PLAN PROFILE — NORTH CEDARVIEW DRIVE 13 PLAN PROFILE — SOUTH PINECREST DRIVE 14 PLAN PROFILE — NORTH PINECREST DRIVE 15 PLAN PROFILE — HOLLY DRIVE 16- 17 I I PLAN PROFILE — ASH DRIVE 18 SANITARY SEWAGE COLLECTION SYSTEM LAYOUT 19 SEWAGE STABILIZATION LAGOON LAYOUT 20 SEWER CONSTRUCTION DETAILS 21 PROFILE SANITARY SEWER LINE 'A' 22-23 PROFILE SANITARY SEWER LINE 'B' 23-24 PROFILE SANITARY SEWER LINE 'C' 25 PROFILE SANITARY SEWER LINE D 25-26 j PROFILE SANITARY SEWER LINE ' E ' 26 PROFILE SANITARY SEWER LINE ' F ' 27 PROFILE SANITARY SEWER LINE G 27 PROFILE SANITARY SEWER LINE ' H ' 28 PROFILE SANITARY SEWER LINE 1 28-29 PROFILE SANITARY SEWER LINE J 29 ' PROFILE SANITARY SEWER LINE ' K ' 30 I PROFILE SANITARY SEWER OUTFALLS 31 D. No. 414 INDEX JOHN S, BEREMAN & CO. - CODY," 31 BOZEMAN MONTANA £P!C;NEERIN. t^NSULTANTS - --I SHEET 1 OF M ,cuss 4 Sl o IZ A 0 � o,L• SC ru LLJ co o - i 's oti Df � y q o � I, •�f � /�s rl� 9 m � � s d S' tJ � hr• � � r Q d, cl .s o �} sd W ; Z f w 'wvo � O 1a[L1aIU71 i •S ' a cA 1 ooF' 4 S2 ,o .f �':..�.L < 62, '� 9D qG �p/� \ ( f� 9ry^` `�c�91"' Ori'2LS� C' \r2ti ASS\ '�pL, j/� OL •(}`/ sZ zE• SC �CI T' L m - d S 9 Q J n oo Iv .1GS 84 s`M .1� _I J IOZ.Io N K-s3o U .y ? y } -11 0p i p 14 Sr ! I `o ^ I N .0 ti `fC ' a �$ rcU w r ool S ^ \� 2 fs 'A p K S ♦� 14 00, OI N :n 11 �I A 4 Al m A n �'9 0 .1 0 m - AP N _ _ o c c , n n e d m a o n A ae°o. p o V _ A H s ; m ao = 3 I� x � a7 � �p 1 a0 � ��n a0 � s a0 N � ap ..a � � a0 a0 r r J r 19 - - Q Q 0.) - �-s c f ul �: S u1 IL 9 S 04 s n d d eo �1 a) s d n n N z 0 0 0 ° — o N .O:JI 09 00l ,Oa .00i o0, ,09 ,001 c9 021 oZl ,off .OL .001 0� .021 oZ1 .o^� ,OL. ,Oo� oj 0�,1 021 r R Cr n o g . 92 4+"-'N Q - _ — _ �,I ROOM I 1Q n4rwise Neerwh IFou.,de ray S• I Ft-40'.50 or —Gc •:Po n�e;.J _...tni.-n r#e• ° -7� , 1/)( V� I C. A L EGT LoN PLA3�3 Y7n- ` - 1 2'or'Is- `. R.: �fcrc d� ,neret<PYF• �I^lF dr t ..I_i.Fit:+C i i�+r:afFy nrd roui n,m e 6rrt+eAgr5 to{nrml 1__ �• I�Y/ __Con r.e t #� S4or•r, Se..'Pr Crc�4<.Culve^{ �r..�e.Sr.;e�--o�---�,. / ,-- r-.,...=+I .�,.- r b •,e �f.-S• % FI to.Iow l,r_ � I� 'P' J i has ree u(r A �I C cl N C. o- } Concrete Cr-i No _ y � r4+S.CfC • T rt�UrCd - ((1 T Y P A 1. `:U L .P C. A: }t i,1.,F - � z" o r RTC H S A S S 7.r T C H !3 A,S ]J C A T G i-I Bf Cur,\ b 3 GI4+iCf Lmare a.Pan s,on�o,n+s n.i morn 1 r v 5o 1 � \ man rest �.pari along Curb �, I -Ikc=l: ST.indv,-d Gurb I / S+o ndord Cu .�\\ E N EL 6 V. P.T 1. CJN 4 W t T u V v- 'r z' T Y:'I C A L_ r Iv T:-_z b �•T i J :J -- - ------- -- - �� P1..P.3.1 C ���_� r f -I I --'---.._. -------- - ------- 3 c i1� i. of m- _._. ---__----_�--'.-- _. c•� C .-,ix,c#e i�p � air _ _._T- a olcry crdgc. CJ- Erc T 7 ou V r1 i, C F. t7 T t.Q T I .�13 G L' F_L fr G t 7-r T E x, r�J F,C T L O 7-s n _ S. I. D. No. 414 PAVING CONSTRUCTION DETAILS I JOHN S. BEREMAN 81 CO.-CODY,WYOMING SHEET 3 of 31 BOZEMAN MONTANA ENGINEERING CONSULTANTS _ — W o Q a E H I GHLAM D BOULEVAPD QD ' 9p i � � � Con,nuclVOIrCY�]vN_fr ROM°rp tr.'Stn[IGMP `` KQ' U VO1V2 rlcroai 99Y 4.nf1!and >A' C C ' __ C 1 Ft�- •- N __ _ ` �i-- _ - _ ,C _ /Z /.R yJ_ _ -.. —_ _ �. -__�t- -_— -. -__ rr�;str 52'IS'rp 4 R _-.nT v n Z o � � O rib Storm Dmin y°co-.,ta.n PACK xy R I e BLK.to R is BLK.14 BLK.13 BLK.12 a = O -& Coxpar 9awc¢ W � l i i o I I _ Z Z I x -.1112942- ar ��v�e a5GRLE:1'"�' As CONSTRUCTED 9/so O/ - - - _- - — - - j 4990 O I N t° 2 _ U- -_ —- i -- --- - - - 4980 O+O - - — — Ib-- Zoo Jia Ora Sro sro 7ro ego yo - S. I. D. No. 414 ❑L E 1-PLAN.PROFILE o s a E sr °,A° PLAN-PROFILE JOHN S. BEREMAN 8r CO.—COOY,WYOMING 80ZEMAN MONTANA T""°`°`"""°°"`° """`° HIGHLAND BOULEVARD ENGINEERING CONSULTANTS SHEET 4 OF 31 ' 1 I HIGHLAND BOULEVAPD 12 C I P1 12'C.I.P.9 pp�� 4• I 1 N j ZZ of is BLH. BLN.9 BLK.B E. 0 6 � d g Z Z SCALE: I '40' i AS CONSTRUCTED 9/60 990 Y -- - - -- I It e® -- -- - - - -- — - - - -- - — - 17- - i ALI _ Fm - - 80 t-_ - _ - _ - - + 4-9 — -- -_ - — -- ----' /7/O /7�30 soo pow /zoo ww -PLAN-PROFILE JOHN S. BEREMAN & CO.—coor,WYOMINO SHEE i 5 of 31 $. I DD. No. 414 PLATE 1 PLAN PROFILE o n a n-[srs"°an° BOZEMAN MONIMA HIGHLAND BOULEVARD ENGINEERING CONSULTANTS Ak _ ._�._....,,a..—---_.. .� �-.. �'i•-.-c.sue..;._ .:-. - _ _-'.n,_..��- _ __�w,j - _.:.r. c _ •r. � __ --_.-_ _ _s' •___- '_-__ .... _ .._ ��-_ - -. ._ N - -__. - - _-_ _ —_.__ —____ -__ -_ 3t.�� �i�- --•rlf�_ ia'-.'�_:^`>_ - `� - 1 z • o HIGHLAIJD BOULEVAPD 3� d C,,:'rv;l lhliat G..++ar it ci•«ND�_ y �. 12C1F? -T—� " a r 22 ji 1,1 E o3 W Q c � B K.5 BLK.4 e. . . a 0 s _ o U I SCA LE 1"40 ' A5 CONSTRUCTED 9/60 77 EE - _ — — III — — _ -._ --- -- -- - - - -- -- - -- -' Sato _ -_ - - - _— - __- - - -- - - -- - --- _ --- — -- - __ --- -- - --- _ _ _ _ 25r0 ._ /7/50 /B.'O /9�0 R"J'O X/iO Z2�0 23O0 C�7N t�10 P If�si+tZa /I HIGHLAND BOULEVARD ENGINEERING CONSULTANTS AN-PROFILE • S. PLATE 1 PLAN-PROFILEo/e a sr�HDaeD L JOHN S. BEREMAN & CO.—COor,wroMING SHEET 6 of 31 I D NO. 4I'f I BOZEMAN MONTANA "` I �J/ IO 1 2 s 4 BLOCK 4;3 a e a s IC r i - — r 6 1 I Fon 13 R �2 4 BLOCK$ s s v e s ro \a n 0 4 _ a ° d � I ° g 1 z SCALE 1'-40' As CONSTRUCTED 9/60 F927- 4 4.0 _ I iro 1+o Jro giro 5ro 6+0 7+0 9+61 e+o 9fo ioro q+o iLrO O+O _ PLAN-PROFILE JOHN S. BEREMAN & CO.-COOY,WYOMINO S. I. D . No. 414 PLATE PLgNPROFILE cS.eR°en° SHEET 7 of 31 BOZEMAN MONTANA "°'Pr°•" "`"OO CHERRY DRIVE ENGINEERING CONSULTANTS NOV i /3 �r 15 :,I 16 17 18 19 10 21 tF C 14 �• 2j z; ¢ d o BLOCK IZ - c N- 2l25 tip`ry 9r yr _.•. - t BLOCK 15 ��_` \. V - c CL W /6 J5 34 33 31 31 30 29 E a�� o c LL11 S r� d�p z z SCALE '40 AS CON5TRUCTED 9/ - _- 2 _ Am - t 1 Ala?n �j - LL y -- -- -- 4940 - - S a, --- --- -- - - g- - - - _ _ o i 6 -- - -- -- - - - { - --- - - - -_ - -- - - - - _ - -- - - _ - IQ -- - - - -- - OF - - - /3�p lgs0 /,�J}O /6}O /7�0 /8*0 /940 20f0 2h0 22s0 23}0 � �_ �� 14�0 /2+0 - , sTA„°.w° PLAN-PROFILE - - �S. I. D. No. 414 PLATE 1-PLAN-PROFILE°v a° JOHN S. BEREMAN 81 CO.- CODY.WYOMING CHERRY DRIVE EMAN MONTANA ENGINEERING CONSULTANTS SHEET 8 of 31 - f _ t, 2 3 4 O& / Iv 5 6 ��,t. .� �5 � 8 9 10 II SHEET i--.. rv,E.P':' �9 -_Y� __-P_ G�6[� - - �� � G•v 1 m o o r • yy 4 'B'--- •--- - 9JVE pT •cot Vop X4 ;R 6 G'ib IJy.1...i•.1 .,r,.ca7r.m � � f Nyd„T„r� -�v f�.o�-�'r\ ,�—.•_ Cow+ruc�'IS'C ,._P;pe pp _ _ $�brm 3ewe 133' egg Y a 8 1 0 w 2G 25 24 23 L` o 22 21 20 2�(jrF; . 9 6 z S SCALE ;I ` 40• AS CONSTRUCTED 9/60 EEL — - ` 11 k � VY m __ g Z al TL 4920 , l _ O+O /#O zto 3+0 qA0 SRO r<so 7+0 9ro: Oro /00 S. 1. D. No. 414 PLAIE 1 PLANPROFILEo a CgTw„�eea PLAN-PROFILE JONN S. BEREMAN & CO. — coov x BOZEMAN , MONTANA „rr^EorAr=�=�* - . wvoMlNo.=A.o CHERRY DRIVE ENGINEERING CONSULTANTS SHEET 9 OF 31 - -- - — i X m O Ig n 16 Is I¢ ,3 Bi_l a•: ..) I2 i i \ v X, .•} LL " i a. c ,J 1 vw. t F =aS I 2 3 4 T d 0 Z = A5 CONSTRUCTED `j/60 Z. - -- - - - - - - 771 eo Araori Y'G -- - -- — -- - — — — — 1 --- — -- T --. __- --47- ...r. 0,0 /00 2f0 3r0 4+0 600 7+O 8/O 900 — S . 1. D . No. 414 PLATE 1-PLAN•PROFILE o ".s R RG"°"[° P.AN-PROFILE JOHN S. 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No. 414 PLATE 1-PLAN PROFILE O P.R 6 R[.s"NOARO PLAN-PROFILE JOHN S. BEREMAN BI CO. — CODY,WYOMING SHEET 16 OF 31 BOZEMAN , Mo. 41 T"1 �OF"'c"—.1 `"""GO HOLLY DRIVE ENGINEERING CONSULTANTS - M'r z BLGCK 16 ze N` ;\ I zG BLGCK 16 z7 4. '\/�.l it � \�Y \ -,.�:--.w.-.. — _. •�\ I �s6, � 6 Q= h - ,L L HOLLY- -- - - - ;a- \ \ VIA !D F3L OCK 17 �G 1 ��� SCHLE I•'4O A5 CGNBTRUCTED 9/60 TT Ell EA-1 All Zow - - - - V= -_mmm; - - - -- _ - /20,0 /!h0 /400 AT,0 /600 S. 1. D. No. 414 IL ATE I PLAN PROFILE. e. E E Ere"cn"O PLAN-PROFILE JOHN S. BEREMAN a CO.- COOY,WYOMIN6 BOZEMAN , MONTANA CO CH1AGO HOLLY DRIVE ENGINEERING CONSULTANTS SHEET 17 OF 31 - + z s s BLOCK 16 s s 10 n r 95"st S �, ti v � 1_-__ re_36._ f. f CO i I �f. "9.i° F.•. .+.f. } vs ao • - _...,<.. F.i...{rya rt / ,.� ,. �-°FP.. - .. .,��oo�..'af i�in° �/ N ,o Z6 2S 24 z3 zz z+ z0 BLCC:k 16 16 1� SCALE : r'-40 AS CONSTRUCTED 9/60 - -- — _ - 4950 04 s z ncz Tk=-- 2-AO 3r0 4r0 500 6s0 7.,0 8r0 Or J /tp S. I. D. No. 414 PLATE 1-PLAN PROPLLE°P sr.N°.^� PLAN—PROFILE JOHN S. BEREMAN a CO.— CODN,wroM+No SHEET 18 of 31 B02EMAN , MONTANA ASH DRIVE ENGINEERING CONSULTANTS T 100 jj�4t a 15 R— MIA A 14�ftI,7. MH NFivive A.4, tm 1 &1-5;1`6 F1 N N rp ri rj EI 0 t1.49 N1 fin. (P S,SA-1 I F; Ei,: 0 54 Iq =Z3i Y -Aw -4r t w1 T6� +4iiA E, El 0,40'7.- 11 7" 4� zbs Lp ic- 4-e - .. 3 0. LF T u, LT 7 u, Lr 14 Ei 74. -i El ew -31 6- EI 1.1'1 z 'Mot 1 el�V �j .0 e!mill A 0 P 6) S-1 Yy I q Lp 61 IV I lz� -,50 J J LP a'T27 r — _7 < -j ? , I - I rj r v fit. -7 el 6,16 1H At L- 1%-A V5 q.- El.71.1 1p 0' fju�-- I 0> OD fft. N. C. OD D 01 H V • 1p 0I r 0. kr�, i,-, . ,. - I I El 6- 01gga�rr 0" A-Il,;. % 11. 1,5 rc k 61.4 El 14.A E N Ell - ..0,.- T I ? Lp L9 0- IF b3 Lp .1 A b 0 0 1 13 x I? Cl El 22 05 c -"-- '1 11 , % 1. x v 0 to ti! Q'I il 0 fs. I... Fl L 0 4.5- 'e 0 1 13 14, D % I's Ll! r % -VT, It% -- I -�j E; ,it W ir < IS 3 Il' A4. '2 g )P` 71 % 1\ 1 % 14 xp 13. Z-b m- ILL -X15 41 Ae t 0�11 > Ir. S-�Ixl VV Ilk 10 1-v LEGEND "It Wye-,meaTI.n Ilk 7 d-1a I,C.IF—MA'j-,1 4. S1,,1--.01.sewer 'S C7. 12 Ik The e-is ni the 4 5ell"t It- ,ecructed to kw- i-I ted 1,,q �qp,cx—i4si- p f -,P,I 0 011 b`,Z� �10 113 PLAN LAYOUT1p 'N NO SANITARY SEWER SYSTEM F0 R .6 > NEW HYALITE VIEW SUBDIVISION BOZEMAN , MONTANA 11' 14� 01 As CONSTRUCTED IN 31D. No.414 mq 1 E"(:;jNEF-RkNr, CON5ULTANTS C0C)Y,VVY0M1NG 4T LJ-n." -T- 7 7-1 7% L A-1 - - ` 6, 616k, - w/ruboai Co,.plea J'3 T `\ C.c+n r..act•.i *ib�nkr,cr�i �� _. ns rranu(adured 1N a/ \ I lop �c- so«er orr dre r_ _ l ell U•,y P-odu=ta Co. _ II P'Fc ' 9 a�c I,r,c. ��oee�� L � \ •�, o-IH-O d..h1G2•nonly) 4 + _Lc Sj -.r ___�_ 30• [+„GP or E V.C.P ._ _ r ^e.�sfr�t verflo.., ..,ef -r-Floorr a\1 lv��a48165.Ss,aCt ralsge.r' \C • - ---�-�T`- - 4D'1u^9. to er4 ele.V aE d9.5 t <+cture scb eou la t de+ail-sFee,?.1.) \. .-.- - -. r-. --G' +fir• •a (.« had 2. / r-Co meet B"on crf'lew drag�a S'1e^g L A G H O O �C '^ dra-• IMa In e' to,a" V: \\ H W t. a 4891.5 Y \ D F-,'ra L L /+ `-_ \V atr cur o- at<e_ at N.W.0.`1.2 A. (Na oaf al•SFeaV 2.)-r��� S 1 l^,ar1 a1ev.•4885.5(saa aa�>.,-socc.c 21� t--Co Est rue+ 12' main MnNNoke I-2 ` dr n hne 29T'long Cons+rueY <rylasl. bl k. \. t (se da+all-•heat e'L) -o^sor oca• A'0 dra�.• lme� � \ 6S nre.+[sle v.v / `Consf rv../ Qmw strvcivra "D" / t.tr V;.!ure la a oafe;l- sh<eh'[I.l * x -Constrocf ov cr4low ouf tat 24\ 1en9. `\ �� / r -Con.••� la,-,... Ir. ra ele..•4894.5 ,F _ �rlaf 226.E - (saa ee*o'•s^ut 21:1� # invart cleat ♦6E55 ``-� `� -; / (aae astoll-shea+Zi> 1 (sea \c9etr sic <i e DD 1 <,- - .< .- \ • c•.•.cev / 48 5 41J < a:aF"I.r e * ever+ e. <vYF 4E`.2.5 � ) Csaa d<+a', -..-< - \\. �Naiural Slraom n Co^sfrosf / F`.o< e4v. 499E.0 urea ago r -1,7,2 '•\ I4 # sYr t. .•G _ 1. - deta,l- / fir._ / ...< •y LP.G.:OL`L � anerr2'�•) o / �4�! 1 r•..<eAas * �.Co,str„ot arir ••_c .r :I or ele. , a86s5'� \S \ / H.W L. 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A I� J/ •` t 1 --_, A J _ - - n•bi k eras' If cast n FI'r a. t —' 1 1 I � 1 St r.dard Mnnfolc o GI P ',.toll A Wa t2'kx,th waya. Rubt+ef Er,sk+ied J. _ '-��� Vitriflad -3 prpe w/rub6 ,- I � o '4R sccfic. r "\ r✓'upled J-3 Jo.r,t as manuf- % ----i� s +J ,.� �2 RFncku.c.l Uy a• a7 // '� ° oeiurenl by Lovell Clay"?aducfsC.. I +° firer— Cc.-^pa. es. Z.(.S45 R-edw o a c ' - 1. r� n r s i J a Uae fc, all_ - Ptas non dProm And Overft°w cs Ir \} Ih I,. y I to d ei +-�?verflotructl•vG __ JI �T •_I j' It ; I A�ustabl �jo o e c• C 4 --- - '� r �''�-yr,.•1.{h C- t� t,r<!a` P L N j N ! `p,t ui' �� i•. - I r.sh f'I.w-as ,5fandord ma.a h.les —._- �__I ..a..— Flow Whole rlco• �.et- df} }h of __.� 'e 7- —Mn rhato F4cc - —I fe fl..+. i`r u h structures 1 -� �-Crmn $fi•u_firm—* Ma _ P ° -- conr.�tc crndla 'e s.15, q y 9 ipe.Trn.Jai coµ, {IdJJ"Iae +- a I � ` —~�— 4 I I�r r ri - t0 • T •• , Vaf iablr. r N _— Gera �t S�,n%'a ae" a.'c JJ Jrru cl,.re . _ --- 'h 8 Bars C Ix' v.rF waye t. 96'.0 M•. rr eens,ty in �u I r. r rrv-n ,,atu rc,,oa de1�n'rned s E GT Z ON o clap hl cfD24rincgc:.D•ISS') for h[r A TI '/i 4 bars Gd tz"•b.th wry za—�• �-E.hnd foot,r�.trade, cr.,Na. A 1] V 5 T A E L E O V�.E F L o V�f r%T JZ.U G T[3 F G_ .D F-.V A I L• t. R G U U_N U T L t_ T }�I i� I ?.3 GI -' A N yJ A ;.` u t. 6. T D .i2 u F' I N L. E T SECT 201•l 8-� - (S%AN Hc>I-r. ILLll5T Rl3T 4-:, TYPI GAL �".AGOOT3 .STR.UC•IVX_E.) -. _ .._ .__. 4;_S��bars ns Grown aJ E G T 2 o N A A eJTA7.TDAkI.' j,lAfi-Iot_ 6. D { TAIL LAe4o0ij 575Lvcru- & Scwc-_DVLE Keq'd.I.A Eeq'd.NeSnt 'heq'd. No. Rcq'd.Naq 7c+a'd,k10 4 Ptgd N.Q Ral'd.He�qht Fhld{ Precast Is ec^st 4 s"w cr t- S'te Jnconi�Siw Cent- I Stte urlaei• over4Tau By Bj d - ,5r ilorr Sects.. rc1ladhlrts ruiW1I ets mW c0lcls,r.HeACtum% uWr Item W. Inlet Struck ura'A'• "gbara lr Ifi bo}h ways z0 Inlet Str.tct„-e 8' 461, a. z_ g.. I -8• 21 - -----`� 22 $ E GTIo7J E u� t, �., E v p, T I o N •_. 35earrr Sa.'ruat� e 14• 1_l -8 2D / ac Mu rcd by l.ovr.tl L:1 Y Pr i.rV c (Ve-Flow Siruoturr"A `ata'b bore, rs 12" bcfh waye t=1o"-. Ore r�lc w or Inlet Str,.a q(3^ 9' I- 8" t•&' L' 24 r. born w,rag oval s.E•terd -- -- w,n'{wall bar; Iz" rat.ized- I over(bw Structur;v __- _..— wnil .:.d tF` ,ntro�•,-rn. - w JaP," 9' t-O' I-8" 5'-G' 25 o/erflow Struciu-e"C" c>K- cr _ cI r� 1 GJer;b++5iructure"D" �---�► Flow-- - .. - -- --- --- I ~7- 3,.; �Nuiurol Slcpc -----t'�O t A 4 p y u 1 L T �- 1 P I N U 1✓T A I L 510 .s 3:� 3°l _ E.T A 11 h` �----Leve I Dcttcrr- , 4t ,t Natural SlcF.es d C,u T r5 E.C.TI oN F I L L S ErL T I r a o ° .a Ito qu. embosGed steel clgrt w� 1 i 31ayers of baler-; c Tyl"�insh c� U a g T Y P I G A L L, A C O o JJ eJ E G T I 0-N / ;C C U ° t' d e rs r. S ,r.c hcr• ,n woll. 1 k`- T R�KL L \t t�e--- jnstall hoeE •n wait Ir,<ha�n 'j 1 u II 1 l Ir +° �u C (-7 ' Flop valve t R•Oa41 as m..nu�1! I C! `! Sbear otet IC-SooB as . t[�.00�JIes1 o b r_ ca r -- _ y wu' r� AFCbrac6 �Otb�WrG,2Strancl,}w6tId�12'/!. 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O� 021 ,021 i •r' �.�i�._ _ it , mound unco"WQOed eartfi over{>1F6 \ t 7✓1 Can pactcd CmGankrnant L'•vG.P.�ru bbar coupled JJ to Frvv.de gqrodc crei5- •ewdr peer dram_ s 1-ove lY Clay Products Co. brie. i9 (tower ptpe reyu.rod \�oY6 n9 fran MN-01 90 \ . � ,,. / 3e• -�-�--- J/,n Z/+ \} Con sirvc4 av a.r4bw Nrv<+urn -C" O EiSNc p Cult'„-} Cor\strvct owrPlou evtla4- S 40'long. 1mar4 alay.•4690' strmtvre +chedu\e t de#ail-sheer#21.) n - .,, /4 (sea dataa•+haet 21.) a \ Connect 6"ov erFlaw dra;n 4S'lend L A G=o o ti �C +e m n drain Uns ;n 8"t•12" V': M.w.L. alev.•4892' \ $ i✓Pd D A W C e o S S I N U D k T A i L /+ Ld e n bette+n alw.• +es�' Cona#.vc4 awd-wa11 ca area. t µw.i.•L2 A. (su dNal l-Shah 21.) H' Cony;rv<! ova hew : !at 69'Yo.g MA.NNOL[ I'2 Inver} a\ev.•4686' (sera daia;i-+haa421� j/ \ "-COnsiruct 12"ma;n x/ Cvrsf tact splsh b1ec4. Con st ro L+ B" dr.;n Lot drain 4na 300'long (sec der Mil-cheer+21) 6S ion9 lnvcrt ntev,. 488�.0.((ss�� La4.:1- Con sV rv<! war;te.., sf•ve4 ore "O". Floor tlev, =4890.5. (see lagoon \ sf ry c}ure schedule a data:Y- ghee!21.) * x Consfruc4 over;low oaf kt 43' long. \ --Con sf rut+ lagoon Inver} elsv•4695\•f ✓nlat 240' for (sea eam'�.sheaa 2l.l\ k Invarh clew• 466�' r- / (aae oa+a;l-shaa421 1 i MAa1N011 I-1 Constwd 8" drat" * \ , on afru� Vn1aa strvc+ura`C" //• \ ( e• \ayean S4ruekvrt l- �00'ion!1 Inver+ LC one+rvct 8'dram fins era-hadvle 0, da+ul-SbeN 21.) elay.= 4696.0. 3S' iongg touch ele.v:469Z\, \* Inoar4 elay. 4C99' / (sea de#aU-Strad 21.)J (sea da.ia.1- a�.eat 2.t.) _ Ni ural S4reom / M CF 000 1mfrv<e e f wer;tow a+ru dvra'B- /-Censl.v f +pl asY. bled. \ / (Sea ddaa_aFa a4 21.) 'a r _ r r I v - 4 9 S•�7 8 S.S.y(eta ',ogoon 4 atr urturS y,f ed•;le 1 der here- �--COnst ru<! ov erF low in le+ / LA3CON r� sheaf 2l) 489t M.W.L. ENv.4 o '10' ion Iry } elev,s or oet o4901'm etw 4696' Ca^s+r.+cA werF\ov vtte� (S g * ConstruL4 dra;n S}ru ci vre. FI e1ev.•486fe' t_ da4ail-Swat 2l) \ (sec Inge si ru ct vre uhadult �dat a;l W tar wrCace a a+ 3S brq.invert eUv.• 46g9 y� Construe;•cen.parfeo er„har4.+mt r H.W.L• C.2 A. (Sea der+o;l- ahaat 2lJ aMs et 21.)n draw er osslr9 for sew a- \,re. / t� Cons4 ru 1 +plash biotic. * � 1� IDDo cv.yds cw+potted ameanl..,en# (lea detail-SI.<a♦21.) \ regv,red: x ACcnatrvat to ;nlat\ goon MW.L ate..O 4891 D^ \ / s x daf s;l-sM at 21.) La bottom ele`Q 4692' C } ct 10"drain Goa 250 Suer MAN MOLL Id-I J / \•ny- Invarh atev.•4902.0• Water• wrFo.ca ��-Con.A rvet 90"a.1.a str a..gTh (au der+era_she et 2l.) N.W.L.°0.9 A. \ �� tier er ra�nFarc ad concrNa rip.y cu1varf, ro C' bn ■ Gonst rvc.+ ovar;'Ww nle!40' \ deer ail abe,a 1) len 1• lnu er+ aJev.• 4695' / (sea da4e11- sh ea+2t.). \ / \Conosfr vcf ev NFb,u stwct vrs •/\ * \� / - Censt tact dr:v sovay Con+trvat evcr;bw out tat 1=10 r e\cv.•4901' (sae tageen fSe+a.laaa da4..:1- 50'long. Lnuert el ay.•49es, s#ry c#cra xhadvla { der tw:l-gbte/21,) \ _�-Acres+ Fill sea+',,.m ter Wrv<a B"Y.C.V. Sheaf'ZI.) / (sea data:l- sl•sah 21.) \ / line w`w. J3 jo'.nf as mar.,Fa ct ur ed by Lou 11 C1ay Pr>duct♦ Ce, -Const rvat afla sM b1eaL \ ICon a;rvc# �n 1a; ti4r�e+.,re"B' (aae da4a;l-cheat 21,� (ass lagow ♦tract vre uhadvla� \ 0 of ail•+haat 21,) MAN MO L< H-�1 MAN MO LL Id•O2 lav art alay.•4902' �Cen+V rue+ le. n Iif 410' long. L A(S O O N .A ��• � � Invar't all v.• 4901 "(sera ds+e..il•Shcs421.) MW.L,. c1ay.> 490n', Lagoer bet fem alµ,• 4902'. f � 14 � I water tortaae area w4 tt.w•L:= 3.6 A. \ II I 1 p Con rtruct la9e ens by tom Ple4.ng r-OSSary '� � I 1V, e.co vaa.en � dlL.e em banl.,m ent �n wccer dance. _ � � � I�� I � x with aaf a�la en Sheet 21 Pay ",+am is un tier sa.Flad \ y-. I ` 1 evcav a}:er Frew. . r err era. -Conatr vca ;n lea str vctvre"A. dN all- abet/ 21.) / over+ lev, Le06' win 1 1 a % 12 MA NOLc B , � a 1 x\ fa 1 - �-Coostru c} 3C"a.tra s#ra�q+h Cor stry c4 rce 2900' 1en9 . l'� �(sac detaa-shoe+21. Uay,or •e.nF<.<ad con<r eta x\ ) • (we ddatl above) - x Y \t t-Const�u ct compo-ct<a t anLr.arr \ Y oasinq for aawaro hoer. \x - IC 600r tu.yds. .ew pass ed amb an;..nanf •t 19 .f x X x �d �� MANNOLC A-1 \+\ x x\/ x S. I. D. No. 414 JOHN S. BEREMAN 81 CO. - COOY, WYOMING SHEET 20 of 31 BOZEMAN MONTANA SEWAGE STABILIZATION LAGOON LAYOUT ENGINEERING CONSULTANTS w,1 , I.d "Y �lx�.o F, Fu..r•a�.y Co Ne. k-1obD o, e.�.w 1. Cr¢re� Ger-.F.,.,.es. -1 �� I I -z4 .{•I w stall t r q...ri h�u.r oc- r ,cr H,. � �+� - __ J `�-`_�_U I -- �_--, l'` orode a .r. r n,to�.r _ i j }•' �'I r' \` iiecn r , lar ,bnc m A A 1 �.. + r_.-. L 17" tx-r! r..,y s. - I I - 1 Sk 4ard tit .-rr c r OI • 4_. m ter= - k _-1i RuntrrC assirJ � t j I � �:. -T, Vl+riflced clay papa w�rubk.> 2 !I•: L �.. r �y u7 ccup{ed J-3 J..r,t ns monuf- /. dWr Ir.-. Sr-zrs % L = ,✓/ L 1�., fu es. Z.(. S45 aeFu rerl by/ L�,rll Cl1y T•tcdue sG t� 51n0c4 w�arc t}I'v tl. �1Ic-rfln - cn- PLAL.1 I' v hrv: 1 F ... ��ytlr �.L - a1 •I ��b'I F1`=P -1•nn-�.-Ir =1rn, - - � I v£d� ._r�F.-.,r �, t -d-.d .r ,,,r.les ul �- ,t / - �,, I � I _ ) c.. c etc r 4• wl5° I 1T //r�� ♦t u=lu r6 - — Flc�r p a,-r. ..�r` , dG .- - j, -" r,dlc I / 1TII- ,.'ui111 I i ;.�Fw ,.. ---- -+�•,c+u,- + _ ` �____ ._t s. -ace tccw �••..c1_-o b�ua.s 9G,[ Vanabl. I c L �•- u.r. .a,ye +a t •, .T avn .s!v a+ r,.ays+uy�,os ddcrmined __ -. --:r_-�..- -•_.}-- aa�a j------- r --_ _--- - - =J Sr c-r r Dm rl, tisrmrri o--'��rrnn�„ ..,ss� fir N o rlrFih cf %ti it shoe. V, v bares j•17 b.",w,ya -- 6.hne f.•r,t q oe• c A., AiL V .5 L T A I L L AG UO Al OUT S E T PZP I ?3 Ch ,2)L AZ T 01,a is H"L.a TLLV.::T ie.Lj.E. TYPICAL (-AGVcN .)TRDc7VRE.) T A 1,3 L' A j� L' itj ,N 1-1 o 1. E_ A 1 1 f— -- - - - - ----Yi-- L A c, O o 3-1 S 7" w u G T u-rt G. v a H D xi L E. icrq'd.I.P. Regd.0 ,jF:tI near. No fe.jrl.N ilna�,Nr I, �Nd.Nr Yrrcn�i F'rc Est Ir r+rant- $•te 1krYcn}-Sae�nt 4lte Vnca 1- uver�au gy$,CI ��) i _ .5ecr�on St..r , . r,llsaI•,Ich n.�kdlnleU �,-.14riG,t�{,�retledGLtletS Wrir �J � I , - ----- f -' - - - - --' { - Inlct $r-uc4,lras'A' q n w _' Z g•' I-8" 20 r L d - i 21 - -- � �r J h.I b�� t �.I t --q I V 1 -6w I'8" z2 h_+ al Nr Vr d G..r /[ .r .. .. Jr I;er S•-.ct Yl_�1 c,.t..,n _y L r ..- y F..,. - -_ -" - - ' - - -_ - -_ __ __ - - CNe- Sir uCwm A e. 1 1_ S• 1 ��- � -- — - - - s� �4 b�•r v we �s.E,tc.d 1 I. 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BEREMAN & CO. - COD', COMING BOZEMAN MONTANA """`°`""""°` """`° INEERING CONSULTAN'S SHEET 30 Of 31 - 1 - - . f - ---- - l �- - - - - _ r _ i I I -1 rI - - - - - - I` I, i t 441 IQ {1 -T I : I wZ r---- -iI-n- .t-I rOr I-_11 1 {rI _i -+�- iII"o: 4907. 3 '- I—.,._ 903.74 Wtrt In - 903.64 Inv¢rt Out -_--1 4�1t 9-- i. --- -1. - j_ --'j - ---- ---I}--.t�-_. - I --i---- tI-- I� fF, I - - -- IT- ll 41 TL AIA -7, 1 i r 4-111 , - -_ .- or a I o 1 - 7 - 71 T- 4905.z8Irtwrtot _ G 4900 , So 0 4 if . 17At 1 1 - TT Vi- 7 o o ( - L - .D. o. 414 PROFILE-SEWER OUTFACES JOHN S.BEREMAN a CO. - CODY. WYOMING _—BOZEMAN, MONTA_NA "° ENGINEERING CONSULTANTS