ay TL Nh W) GO GO THESIS Poel Tb ey Mian 7 Ne Wty Teo We) Eat os me ee oR eds fe rey. ta rs ct ys 7 | ae tas ek ea Bae let st ae OWN e EY PY ; ; ames 5 ay ne ete My he an oi Pha: af Pe 4 ro ra Sk et re ath ," a peahe zeal Cofins zat} “ o "alte nes ae ohea oe! wu * J Nutt see bck =p wa . . 47, “14, © Sela a oe y Oy :) pow TT Ate Ln AS mn > th G rs " . * i 7 be ‘ eta Be ei ee fal Cow Va wit Rika aan Sa . aes Woe KM ) / : a » tray’ Wi ae I ois et ae “ : " ag ll ea eve van a¢ i) e é - «he ig @ceoouLonull » 221 CONNBLTISOI tO OLVneL pros» oan LS dave wo. orly 00 the Past Wout noes Ak cartly covered wit Sivan Srovbh wy Chere LG o Ww Ficre Vulirs eem:is- pet OF Ge aiiwe Ori & Cun be verry Any be eceompunyl = torceotesup ie ube » 1 ¢ sys, e- cle Lies a livers ‘@ > "cern ke AD we Ne aypervornimstely sixty~rire Se “sutencent. vOobLeom wiih bo kauntlod by; dividi: ~ is ai wiil consist o2; ie PERM LEY GPATCTER © Be Huecn ey Tuaverse we ~ ye 7. “eyes Ce -: ee mriasiy OL boner MeErauB. tJ Crogsce Fiond elicvctionse x no n 2¢ “ne plat luyout consisting of: Ae Dividin=s plat into blocks und streets. te SGvaics t plat into prilsivr Lots. v7 . e e ve ° ‘ mye" * Pg 1 . 8 NM e@e es wer 4” os Cts -» ~-a, jem @ a. palcrw 1: Le yee C J. we te gs BI. A? ra | nn) is 44 - {os ~ > ~ a meyer t ~SLe@ see Se LL wv Ro he Pk. Lk Le v at VO. tri outers oO Y a4. “buts co, YONG e ° Ayah y ‘ wat. 4 aa a] ° Br" 1 J orr 4 Vy. aw . ‘oyere ery a 8 eco. we 4 3. AR bres q hye a an Uy Ot bk. orm . 20 (So. 6G ate &° “J oF OF 2/7 BS en —_ ds =< ° mY ° toe ase ‘ s*, ° oo a Lt 5 ° Te 4 eo. : ~ ‘ . 2 e Curnow op a as uri gout tietiie Gievit tong a. - oe De Compl ila Sires of covers. ~s —_~ 5 .- _ - * - oe ee a a ~ - . we nevice Glevutiovse, oradsa, a0? Gigesa 22 PeCE ined od . . «q: CP ue Surver wot te chose u point of begimviye This was tosenm as tee Southeast color of toe poe perty which &lio horeened te be the corror of foor towns ipge This joint ecro.sts cf 2 ec: .erbte monemeint with 21 iron plug in the isp. is monument elso Lise aon tie eent > ¢ Lins of abbot Street ani 2risc Lake avenue. The tresrit was get up over tiis point,(..c on 4.3 map of tic chat). lovher meinuent at 3’ was Locate: gi4e Tost Que north of A. This vas te quartc sy cosrer in the wist Lins cf Tecttion 7. 2:2 lic: 2%' is the on: to weich ell tsavinsc of the SVUrVvey ar? coprorrtde After ©«..wiat) ptleesad a fler ato ¢' ani e2tetlishice the Line by Sisthtics on of wit’ ioe trecsit ané@ eluvcing the Lovor motion, the tcolo2seove "was Lorcre ona tee ro1et = was Lucated on tne Bu.me straiscit Line. A steke wes driven et B. s.nothcer Plus was then pluced at 3 und tie Line .B wag measured with a steel tape, sishtiys in each time on the two flag poics. Tne distance MYO of 7% r° OO a Pm pte .. “8, ‘, . oy ec , . Va e e# ' ae ‘ . “ 4 4) ad V7eb.: Me view Ne sce Bo wee OO 3 aa eren . Pg tw eb . . he © ts :!0 : s e a ve th: a9 5 ’ oe - “ “ - ~ as a) -. \ A 74. as .* r. =~ - . “es Soe, . Ny ' = . me é- Oya < iv + a ole 8c té Le ee fy. hy { e st OS ate us eine wae ee -~ a we Ss oe ‘ or wt ~v @ in ne We aes Nw pe AS TAS then moved to 0, cet up anc bo Coo dt ek wid am arochLe of 9U° waenod Gly Bw gavel. of hen loo: cotion an! tho wmoor motion was Gio: cle Lolo net eos: the Lime Ute Iter... nov ,Ouciohl. ve oo Cee b FD Bood 3 bat this point vas vesasced by makimy coyvo al item lata get Rew y $ 3 ® e 5 @ : . e @ 2 - wt : vw 4 Neol 74 ec, V9 ow ALY, L: re 4 her aA . ae ¢ 7m . ~ ws : Thy As coe a6. 7 Spe idee bike a’ Ne 0° ‘ 4. . ae Oo ve ot i ft Wivaw s- nia > 8. , wid tomu. b ie | a =% o. 2. cy s-— ee c> > a . a) 4 wm ow 8 tlt. At. & ~« 2 ho. at 2 “y triyertod anc Powe shebts wvaun the telcsve e@ divos telsuccons ‘3 ~ $.,4 v 2 * . » . are ,m ae . Se “NK a 2 ld 1 40 JO Ta Mes te ENG Lin. oo ‘ te Or | O | - a Sw. Loe ma >. “ev m~ $y . 4% a ee -~,@ - Pes uae 7 Da Limo vaso Boas ilvusy Of to the rotin. of beviemine ut .. “ye _. . , - “oe os > 3 a. - ete 3. ° -%} = a wv . a) - we o aah ie wow lL, Toe oa wep he ta G woh In oases Op f Vibes sb oly tie LG B24. wag tg “8. . - e sof ee ae moverce walle. to cl.se by oma fo + in Sericceadbe dGecuct~ . itt} oe yea + ‘ . -,¢ - > . yf 3 vp te dea,” era . : ne of - aaa Uro ot af OF & Poul an Lutatuacee @ totoL Cist.oreo aroun Gio ESLvarse bei fora | Lae fe = 4 ee —_ ‘ * ro. oH ok 2. ~. 1. 7 29 aevror of Glosere borat tlsores . ~~ , A - v* ayy - A. . . on . ‘ : : . amy et ~~ qr en 24 4 t. « ry omy APIS c . ~ -7 Xe a in . rh! v Lt ws fam 105 Le QO eo Yr me oo aes ton. .%. ee le ” ~ Wt wow mMiernacter ee@oawne Mor tha Thos Goegestriontes UL? 2 4 . ° ae wt .-2 ing fpwom the slomentar: Surveyin= by Breed and Hosmer Tiffere tial levelinusy is t:e name piven to the prom x fingins te @' foes nes in elevation ef arp two rive en POLnts. ween ta radvnt(s area Por anars the iretrvment is S@t up Grd + YOdw cert ds vaurea cs tie Pavyt noleise Thies ig Galiled ~ buGiasishy er taiun Goo we. ws ravaliw cy Or Se wok Vs rod 1a tatemw to Lome cue Sis dowe yar . 4-0 py tye ce, ° ow “ orfey @. . 3° % af. which will rot ahansea 1 OLevntion 4 7 toy of 2 hydract ,etee, = os % - . 4 . ‘ "y e, em, at . 4 > “Ss 3. te : , . f 7 3 ‘ ° t ~ . and held upon it 22° 5 roaginy gahoa “ais os ailtad a forse Some laton eS. Or kl. Tia Giv®emargs A» Sleht orbs sacnt wy ote tyvcen tos Gro voevciuss tives toe @itfere oo In elov tion dva- 4 4. re yet os the LiFst cobit.e VTS seeore point trreen. i898 G@llod awa four foes ond os wate t set un in. ney position. and a buelsient taken an the sue turning soivt. «sev teocim: noint Mirthow ancad i156 tron aslect= a, . 2 . f - eas a 2 ot. YY... .« s-p4¢ a @d @id w ToCAbienit Bouccr vunon 3%. (7,3 we Vy » a 7h 5 ~ >: aw . » a qe 4 ‘ . cy non, ce Cw = ' , ‘Sa Sette eS me ee - WJ. we tie a '~ a wv 7 “1 - de . t , . .7 . . . on th2 L..t obit. Lhe elem tic. ¢ al. ’ J 41 o rie . 1 . , %. nye y. 4. ' ~ Tae rey fi rst 1... Cc ‘ VAL te u'! ad > a, f ro “ d. +" ‘ ‘ ~ t% eo at - } Vyoce r cS que } Hy w of all aes Lote: sum of wc forest. 9 7 Fe oo . vy . . J as a uy re we ®* > o *% Mia. ; 3, / ~ Mee 7“ low tho timst. Uo for Cn foun AQ A ta vOve LS F737 As ‘ TI oof ee pare 87 Di c.is. “6 owe 8 _ 4? La tery waved Coe ee pe ee oa LS d. t Peké Penme’. moe. were tet. Lis uc aurcumat who rlet a 4 Cra > +: '$) Lan , a, Otte me . yy Sd te Whew a ow OL Cae vy intervels ox abcui LOOGU Zecte Js lOOft. stublioa un tho peli. y Louwversce Lire. “lim evs interior De points were located by the crossection method. for this purpose the line 43 waa lettered every l0Ofeet(see fis.) up to P and the line CD was numbered every 100 feet be- ginning with 1 at © and 2 at a point 100 feet east etd. Sy Lollowiag this system the locating of any point is egasily known. This plen wus mostly used in the eastern portion ox the where the land wes sree trom trees and undervrushe after having runthe Levels around the traverse a gheck wos tiken on the hydrant (P.eue.l)and it wes fou| that the error was .0@ fvet which is allovw»ble. The next step wes to run a stidia end transit traverse around the semicircular ridge and thru the woods. Yhie traverse wes started at the pointg of bezinnigg of the primary traverse.(Th: method of such 2 traverse is exploined art. 161 of higher Surve; ing) wnerever possible a dircet fre:.ding was teken on the rod ior elevathon i.e., the telescope wes leveled und the rod read without taking se verticle angle.(See notes) Checks were taken on established bench marks wherever poss- ible and finally checked on Station 412 within .2 ft for elevation. The notes were plotted as shown in Art. 162 and 163 in Higher Surveying. We checked within 10ft for lati- Ue tude and 15 it for departure when tho note vere plotted. 4 in loeatinz the streets in this plet , the «im vag to oxtend tia older strects of the eity viherever posse fole. thig wes not po siile in every Cusae Netele Street gould not zo stréisut touru beccuse there vere permsnent buildings in the wey fronting on tine Lleke avenvee this t.c¢ necessitated the three stort streets, Cherry 5%., huge Ste, tid South eves Fark Sie 1s an Gontinustion of the street o1 the same nume Lrerth. r southe sh@ srontese of the Jota wry from 40 to 60 teete vone of tie Lurcer lote in the south weet corner were clresdy Bidd out cna it wes not Gecmed neceariury to ohenre theme It will be nutioed tht the frremlerity ee: sed by the rivet tie t tre lise DA dves not rin dve west ff 411 teken up in the lota fronting on tine Like -ivonuee Seviovecta Leoline a¥tex OGupletin; the topozr-vhie muy of the prow pesed : ddition «2 atveat Layout was dociacd upon, In putting in tie streets, wiieh is expl.ined shove, the ideas ov cone timia: tie sirsets south ox Pine Luke -70, wis cdherred to Ba much os posulblee “le pice lines were drawn in by follow. ins the netaral courses und slopes of the lund, «at dien, vivision, -ua Charles Sis. the lsrd sloped graduslly down to Pine lake ave., permitting a line to extend clear thru. It was decided not to put in a line on North and Center Aves. pecause the sewers on the streets running north and south were sccessible from the front of the lots. The swamp urea bounded by Grove St.,Morth Ave., Center Ave., and my Charles, by all outward appesrances seems to be underlayed by some impertvuous meteriai which stops the w:itar from pereolating down thio the “noxs back" to the Low ground west therecr, tias formins the svamp by tuu water dreininc tron tha afsher «round da the teorth and Oest section of the vlat. It seems thot wi cttemvt to drain the SWann wes tricd py cuttin2z u daseh wiya the ridge at a point avout’ hel’ wey between Norty ard Conter Sts. (see oon- tour map). - Ny 4 oy mis % ; .a Sirs of To mirnwves wag ccgumed as Dey tote] alapgel time at i =e . : . a, . 7 . ‘ °. > . - : ° “ 4 ’ - - ee. z an entire c@. to seebion, or ese ceeetion of tng water at the firat inlet, a coefficient of .5 wus used, unc t’e intensity wag computed by the formula: i= 10 wrere i = intensity of ruinfall. t = total time elarnsed at enbrance to section. Sample computation for tre sixe of pipe from M.H.1 to M.E.2 on High Ste i210 = 5.78 cs The area to be drained = e75 scr -s. Slope = 6 ft. in 1000 ft. Leneth of Pipe 2 325 ft. Ci = 12130 Cia'= Q m» 847 c.fes. Then from t:e tubles in "American Severuze Practice” on Pure 94q the sige of the pipe and v2locity muy be obtained, yhich in tris cace were 10" pine, and 2e: ft/sec. Then by dividing the lentth of pipe in feet by the velocity and the result by 60 (to chanzse to mirutes) tre time of fiow in section 2 325 *« 2.5 min. By adding the total elise: Ben x CO times at tre entrance to section, to the time of flor in the section, tua total time to the erd of sectior Garibe obtained. 7.0 min. 2.5 mine 2 9.45 min. Then by vgins this value 9.6 min. in tre formuaa : iaz10 <2 #10 e 326 Whict is the new intensity for the rext caloulation to the next Mod. The accompanying table shows the data for each section of pipe thruout the entire area. In a few places the sizes vary somewhate These ficures are purely theorectic..1, and in in- Stalliny tie severacve for this purticulur ura the en-inser must use his own judgment and chooss the different sizes of pipe «8 nowrly ueiform us possibdles 47 orcby decres3diuge tne cost ofr eco ut enetLone may —— <2 SS a ee | a eee cement — = = / 4) Pe a a Tx Ve oa | | ol if eee . / a a) baad ae) ecu . : one anes) LO ETIEE. = - LN re Epa aa ae (a eee eon ee ee eed aoa eee . oe fo = d evi, cc a eB) VAtas PE coy 9 7 — a. ad Ta 1O. Bench Levels und Crossectioi “Llevutions. Sta. Bede H.I. ¥.S. Elev. BoM.1 094 857 44 856.50 BM.2 Ao 7.99 849.45 AZ 72 85002 A2 509 851.5 AZ 5.0 852 4 A4 520 854.4 A4+55§.15 1.335 656.11 BS 55 8519 CS 46 852.8 Di: 4e% B53 el ES 2.4 853.0 BZ 7@ 850.0 D2 7.8 850 «4 C2 7B 850.3 B2 7 99 84909 Ao 50235 854.68 7.99 849245 Bo 5el 849 6 Co 462 856.5 Do 4.82 855.42 4.08 850.60 Eo 5.0 8504 Fo Sel 850.5 Go 5.8 849.6 Sta. BeSe HI. Go+52el BMS 7629 856 37 HoO level at bridge Hoe Lo Jo Ko Lo Lo+67 9 5.08 854.86 Mo BoM.4 656 654.50 HO at BoM. 4 H.O at 18+67.9 Ho Oo Po BoMed 6.57 654.51 TePel 4.59 855.17 Pl 01 Ni Mi PZ pd TeP ok 5.269 85627 O35 02 ¥.S. 5.64 12.02 5.9 Sek 50 5.0 6.5 6 459 565 6092 8.16 6.16 4.8 8.9 Sel 5elS 426 409 4o9 409 509 54 4.59 6.2 Gel Eler. ll. 849,78 849.08 844 55 850.5 851.2 851.4 651.4 849.9 849.78 849 06 647.94 646 014 846012 859.5 B50 04 85162 847.94 850.78 650.6 | 650.2 E50.2 65002 351.3 849.8 850.58 850.1 850.2 Sta. B.S. PS+50 Pt To.PoB P4+50 PE Ob 04+50 04-75 05+50 BeMe5 " 662 P5+50 P6 Ze26 PY (9*60)7 (0+60) (6+50) 06+50 By-+50 BB TePed 11.89 TePe5 10.77 PLO £10+50 Pil PeL oh 5296 H.1. 664.45 S66052 665.62 674.27 873.85 le. Elev. 849 27 851.6 854.4 854.58 858.9 862.0 859.0 852 o4 855.0 854.5 853.85 862 .83 G57 62 6852.06 649.7 851.8 850.4 654.0 651.3 855.3 853.73 858.1 860.6 662.1 863.50 865.4 866 6 873465 672.89 Sta. BeSe Hele BeMe6 P12 P13 Lee? 6.58 682.02 P14 P15 P16 TeP8 6029 686 209 PLY P1s P19+14.8 BeMe? TPQ 4 082 886 626 018 O17 O19+1¢ 6 519+14.8 ¥18 N17 N16 M16 M17 M18 M19+14.8 T.P.10 1.21 662.91 L19+14.8 L18 Lede 476 51 53 702 9.6 11.8 705 73 406 4.56 202 6 4 blev. 875.09 874.8 87501 875.44 877.1 877.9 879.28 878.80 881.0 B80 o4 880.7 882 .06 681.44 880.5 87965 881.6 862 02 881.0 879 el 87667 874.5 878.8 879.0 881.7 881.70 880 «7 876.5 Sta. BeSe H.I. BeSe Lev. L17 8.0 874.9 L1L6 | 11.22 671.7 L15 12.7 870.2 K16 L602 866.7 K1L¥ 124 B70 05 Ki8 10.5 872.6 K19+14.8 — | 728 875.1 T.oP LL : 2635 875.298 7256 875235 J194+148 4.9 871.1 T19+14.8 79 868.1 H19+14.8 Ged S66.7 T.P.1L2 7298 868.00 TP 12 | 4.75 87.275 Sx ke 865.00 J18 305 86962 JL? 56d 867.4 J16 Tel 865.6 H15 9.9 66:48 K15 Tel 865-5 KL5 928 662.9 116 : 8.9 863.8 L17 | 729 864.8 I18 604 8655 Til3 Se 7 868.61 Vel 865.54 H18 Bed 8655 H17 4 ot 864 04: H16 ed. 86504 HLS 502 86526 GL5 604 80204 5S t& G16 GL7 G18 G19+14.8 FLO+1L4 033 #18 FL5 F14 GL4 BlL4 ELS E16 EL? E18 E19414.8 a ol4 DL9+14 8. D1L8 DL? DL6 Bed bed LBV o 86201 862.5 864.1 86661 866.3 865.0 863.8 862.6 861.0 858.9 860.9 8569.5 861.8 862035 86203 66269 86502 86.66 853.6 860.8 859.9 859.7 859035 857.7 856.5 856 66 85645 858.6 857.7 LD. » t&e Deve HI. eS lev. C17 57 858.5 C18 306 860.4 C19+14.8 05 Bbe028 BL9I+14.8 | Zed 861.6 A19+14.8 4.0 860.0 AL8 | 5-9 858.1 BL8 | Ded 858.7 BL? 6-6 857.4 AL’? | 6.8 858.2 AlL6 Tee 856.8 2L6 Tee 856.3 BLS 6.7 G5765 BeM.8 1.95 860.86 5.05 858.91 AL5 443 856.6 Al4 4. 04 856.5 DL4 4.05 856.4 B13 5el 855.8 al 467 85602 4&12 | Jed 857.6 fT ov eL5 5181 865.85 2082 858.04 B12 609 BOG509 C12 6 04 857.4 DL2 74 856.4 EL2Z 5e6 GE58.2 FL2 Jet 860.4 G12 °8 863.0 Fll 1.9 861.9 ELL 404 859.4 D11l 603 857.5 17. Sta. reve HI. Dede iGLeV. CLL 567 858.1 BLL 5.7 858.1 AL 56 858.2 ALO 52 858.6 BLO 5e5 860.8 C1O Sel 860.7 DLO 4e1 859.7 E10 506 86042 P10 &.6 866.2 a9 4eu 869.0 Tei el. be%2 866.67 5090 359.95 A8 bed 661.4 A” 50 861.7 A6+66,15 Bel 861.6 36-65.15 1.0 865.7 A6 55 861.2 AS 9.3 857.4 a4 + 5215 L007 856.0 T2217 5247 861.81 10.35 856.54 Beek 5-26 666.54 Correct elevation of %.:'e1 = 656.50 Lrror in approx. 6800' of .04' Teserip-icn of oars. Loriuse La Qe lL eTads be @: mark ras obuaebiad ad Gotuwu.is:. ad by tio Cty lurveyor cf tic City of 2.66 Tacdins Mie. tale Tha Losabio: of wiich i38, the : ydrnt ‘on te cormor of Grove oh. und vl oo fasi ave. @ 6 coint On to pydrant is tho vimt gust below tio nut. wlovuation #=855,.50' Bele le Stae Ag a4 CONcTete monumont wit wu clut in te top at otha intorsoettion of abbot To. und Dine Tate ive “Layation 2649.45! je ete NLL 3G. 5.54 comer of Grit ve O12 intevsc2ciion of .- | (ob Sve Ond SCaiter avee at 543, GatGrete lev. Sta Bevieahe “US Pive ut the west side of diteh at Mt LOC Via 4 iO:: @H4.7 “ 94 ' Ber ele LORE Strvvp wit spikes, 29 foot du'd9 Penee ut TG oF oh, aie: mb $07 } #255 .95' B..6- ke in of tree 1lU' 2} side of 7:: 2e at Stu. PLl. Nam * 2 2. 02) t ~Lovati = 875.09! TT 4-1 ak wv, 27 vLB. "on =88°,06! 1, ° sf Li ) bade my LOVaL nest point on stons in Uustb ond o awd HOw Beite8- Stone in Fie .€d 150" from Pluie Rake ive Botvecat vDe: Al4, and \ Ln. JLoyation « oe) B5@.91 ' Trunsit und Ttudia “raverse Notes. » tae Instesat Re NS? eat 3. B.Nel L. Ze Be 4. be 6. . 8. 9. 10. Lae Ths tet C 10. il. Dist. ud 455 82 130 1.9 L21 £44 251 290 295 219 260 421 =_-~ a AZ AMNe 270°6! 13°38! 2560! 180° 15°50! 158°50! O 172°00! 174°00' 181°090" 186.00! ©10°00" 0 202 30! QO 168 50! 0 31 00! 0 11 30' O. 330 30° O 304 00! O 298 0U' O -83 00" 0 274 30" 0 256 Su" 0 247 50" QO! “lo en OP 63 4, 4, 9 (yt ~/ wt 0 en Jouring an, 368 20'RB ap Gh ab Fe -- aa a? WO 30'7 ¥ -4n. 49° Difein wlev. “Leve 605d 8.8 7ToG Tel 707 9.4 Sel. li. oi e ’ tre 0 825.8 © ey Cr ° or G6S.5 871.9 86 201 18. WiI#5.0 ' Q Hil5.1' He1l.™5.1L =~ -— = @ Lie Instecat Diste AZeANe 290 237 199 413 154 97 7 202 L6O0 48 70 100 153 132 247 270 145 128 O 256 30’ O 241 30' 0 240 30' 0 177 39° O 1935 30' O 122 Gu! O L56 U0’ O 358 3)' Oo 358 0 88 0 . 85 gu! pearing O NO SO'W 7.5fte Te2tt. 6efft. 0 “12 47' 0 - 9 49! Oo - 6 04' 8.7ft. 9.6ft. 0 @3 Q! 11.5ft. 7.7ft 72ft 5e ott 11. 5ft 1l1.1ft 12.0ft 5eLit 5e2tt pife in Klev. 1.7 “24 “602 “1.0 “15.1 "16.8 416.1 - 3.5 “4.4 -14.8 - 663 Ted 20 Hel “5.9 “6.8 0.0 0.0 LOVe €68.5 86404 660.6 869. 665.0 65445 865.0 867.9 86762 868.2 854.1 852.4 853564 865.7 864.8 854.4 862.9 866.7 867.35 868.6 86301 865-5 8664 869.2 869.2 Hel. ©» t&e Ld. 4 4.,. iS Ugh e $ = Insteat ©» tie ld Ll. ae 5 ta. we Instat tae Fe L. Ze Diste in ZeciMe L656 169 108 O 194 0 LLL 30 O ELL O £18 17' 0 526 50" Oo. $21 30' 0 o21 50' to s WUT DY 139°30'R © 4 ‘> > 2) G3 CG V euifle EHS. feLlft 4072 J 11.3ft 5Oft - 3°29" 0 - 4 12' 0 - }] ol 0°58" ' Co ' ~ 3° nO p> or Lley. “14.6 -~ 4.5 a eO - ol “10.8 “15.8 - 5.0 God -14.6 -~ 9.7 ‘GLOY e 854.6 864.7. 870.0 869.1 86261 860.2 870.2 867.5 655.20 655.0 655.0 870.1 869.5 Ole 7 668.9 869.2 666.5 Bb Sed EC4e1 875.5 86069 865.8 Del! 5.3! S tae 8.1.5 Be De LU. ll. ml ks @ 18. 19. Stae Ge Trst e at Sta. Go. Sta.E 1. Re Je Zast.at He Diste AZesNe 30 57 131 157 240 277 £06 207 L206 LOZ Lis 2°50! 88 30' 100 °30' 107 “30! 100 ° 109 So! 196 ° 219 %o! Bearipgg 5.0Lt -5 Yo! 11.0ft 10.9ft Bif.in Elev. - 1.0 “10.8 - 526 ~- 525 Hleve 874.5 872.7 858.1 85528 865.0 865.9 874.0 BTS. 871.5 B77 .205 87543 B87Sel 86:69 962.8 Hel. Sta. Diste