PROPOSED PINECREST SUBDIVISION II TIMI: for thc Dean: of I. S. MICHIGAN STATE COLLEGE S. Koala - E. W. Malkowifz Jr. 1949 THESIS i I|I||IIIIII1|IIIII|IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' 310731 6568 kwM_——‘ ._-..-__L- A ‘U40 8 m R A R m L IILBma!-.1wa¢Ib-I. I .I II- I I. Ir .IL - Proposed Pinecrest Subdivision II A Thesis Submitted to The Faculty of MICHIGAN STATE COLLEGE of AGRICULTURE AND APPLIED SCIENCE by S. Keesler E. W. Malkewitz Jr. v Candidates for the Degree of Bachelor of Science June 1949 The purpose of this thesis is to broaden the authors knowledge of the methods of surveying and the procedure in making and planning a subdivision. The problems encountered in the various phases of this project may be considered as representative of those met in practice today. The project was divided into the following phases: 1. Research and Field Survey 2. Traverse Survey 5. Topographical Survey 4. Design of Subdivision 5. Design of Streets and Severe 6. Cost Estimate Research and Field Survey A search of likely land led the authors to a farm on the west side of Harrison Avenue between Saginaw Road and Lake Lansing Road. Permission was granted by the owner, Dr. Ward Giltner, and also the tenant, Phillip Narveson, for use of the land. Learning that of the farm of 120 acres, the South forty was already subdivided and called "Pinecrest". The middle forty was the legical part to use. A de- scription of the property was obtained at the Ingham County Register of Deeds Office at Mason. The description read: The N.E.i, of the N.H.;, of Sec. 12, TAN, R2W, Lansing Township, Ingham County. Also the details of the roads intersecting the South boundary of the traverse were obtained. More field work showed undesirable lowland on the N.W. corner and not surveyable in the time allowed. The area was thus limited and the description changed to read a portion of the N.E.3~;. The problem faced seems quite typical of those met in the field today. The plat must connect with the streets already located and still get an economical breakdown of the land. Traverse Survey The center of Sec. 12 was located as the nearest reference point. Proceed West, )5 feet; thence North, 1519.5 feet to the Point of Beginning. Thence s.8;°§o'w., 1285.5 feet; thence North, 660.0 feet; thence N.89°)O'E., 600.0 feet; thence North, 550.0 feet; thence N.89°50'E., 682.9 feet; thence South, 1210.7 feet to the point of beginning. Q Qu¥nme hkb sakh \Q chmww \N %m.\ Nfifi .Nmefi d .V..\.~k\/ \QKWN \QVNNN it .c R .Q . a. .Nth .N.\NN\ .h.m.\N\ .thNx .e..\NN\ .Nmex KNNm.‘ .\ §\N\ kwxwx $3.“. cox .swwh h w . crumb Nemhthx KM . ache. . s Shh fix .3). .WQ . caste NW . Q SQ.» tweaeefix Q U .%§.\% .%§%% ‘33? SQ .hJM.QN\ .N.\\ .WWQNQ kohafih. Q‘ I R. e\ IV I k4 .\ \‘\ bba‘tthQ \hkhh“ av bxxV b\§\K§D\MQ .00 \Vun \\ b\ thQ we ext \ S ta ex e catch emu/JV V .90 V /0 ”/07 0/ 6 aha/OJ dlé/ lad/JV 0/0 61 4/ 0V I A. 1 JV I .C I /7 auto/.97 flfl/fidvy 0 49V . firm. w/ .w.// . flwaW/ 10¢. 0d N. W7 , 0 Udd . a vdw 7X19) J V . 000d MN. , 0 90d [9.30/7 9 O . a UN». . 0 0H». . g1 16/7 W0 .m..m.me70 .fl V . @7de .Véflflwéx .flw .A v/w/ Av/W/ 77.0w 7.) {c-maw/ .n mam) .0757 .m./m w/ . 4.3.64 . fl Mflfl/ .w./MV/ . d .0 . A .0 .016 wo/J /€ flat/NV )0 2.? /.0Van/ / VCV ed.) .A./\ a 0.4.0 /% @fl» .WficU Topographical Survey A bench mark was established on the high spot of a two-and- one-half foot boulder located along the ditch line in Harrison Avenue 15 feet East and 754 feet North of the Point of Beginning. A grid system of 50 foot intervals was patterned by stationing stakes North and West along the boundaries. With the exception of the southwest portion which was stationed eastward from this West Side across the open terrain to the farm residence. The stations were extended across the field and elevations were taken at their intersections. Turning Points and Bench Marks were added about the field for convenience. Two Bench Marks were obtained from the Michigan State Highway Department Field Office as used on the 14-78 Road Project. B.M. 2O Elev. 852.96 8.14. 21 Elev. 852.64 N.I\I. Root of 12" Elm S.E. ,Root of 14" Hickory 42' Lt. of Sta. 112 01 169' Lt. of Sta. 120 55 These Bench Marks were checked against each other and the level was carried to the Stone Bench Mark. This Bench Mark was eB‘tablished as being 850.49 feet above Sea Level. The level was then carried back to 8.14. 20 as a check. Design of Subdivision This design of the lots is made necessary by the streets enter- ing from the South and the boundary of Harrison Avenue on the East. The distance of the subdivision from town makes it well adapted to the use of suburbanites. There is a need for a lot with size suffi- cient for a home garden, and/or a little space for lawn and leisure. The lot just under a half acre is the solution presented. The adjustment of the angle in Sherwood Avenue by increasing the angle from s.24°54'50"s. to s.2e°28'00"s. will bring it in line with the proposed right-of-way. This will be a small change in alignment and should not be displeesing. There is a total of 28.10 acres in the subdivision. Of this total 6.28 acres is dedicated to the use of the public or 22.4 per cent. The plat was made according to instructions obtained from the "Plat Manual of Township, Village, and City Plats", issued by Vernon J. Brown, Auditor General, State of Michigan. Design of Streets and Sewers The nature of the ground makes it desirable to remove the crown of some of the hills and fill in the low areas. This was kept in mind in the layout of the road elevations. Balancing of cuts and fills was not attempted, but future filling in of the low area in the Northwest would improve the layout of the whole subdivision. The Right-Of-Way is 66 feet. The road is to be 56 feet wide back to back of the curbs. The sidewalk is to be 5 feet wide and one foot inside the Right-Of-Way for convenience in construction. The remaining 9 feet on each side will be the parkway and will be devoted to carrying the various utilities; water, electricity, and telephone lines. The direction of the slopes in the subdivision made it difficult to collect the water and sewage in one spot. The natural collecting areas are on opposite sides of the plat. Further investigations as to splitting the direction of flow might be helpful. These would alleviate the deep cuts of the present plans in placing the sewers. The following specifications were used in design. Sanitary78ewers lOO gal./cap./day as average amount of sewage Maximum flow 250% of average 6 persons/lot due to large lots Infiltration 50,000 gal./day/mile of sewer Minimum velocity 2 ft./sec. n= 0.01) 1.486 35 3* V= R=Wetted Perimeter n S =810pe Minimum diameter of pipe 8" Minimum depth of placing 6' The 8' minimum diameter of pipe controls through out, and due to the low volume of sewage it will be necessary to provide flushing and cleaning at periodic intervals. Storm Sewers A 20 year rainfall record for East Lansing was obtained and design was based on the 10 year curve (see data) Runoff Coefficient was computed for typical lot (see data) Minimum velocity 2% ft./sec. Use same formula in computation of velocity Minimum diameter 12" Minimum depth of placing 7' It was attempted to keep the Storm Sewer below the Sanitary Sewer to facilitate permanence in planning and the additional slope needed by the Sanitary Sewer to maintain minimum velocity allows the use of smaller pipe in the Storm Sewer which is more economical to use than the additional excavation cost needed. Streets and Sidewalks Materials and Construction Methods will be specified by the Ingham County Road Commissioner. .IIIPEI’MIJ! .uifi. : .r. ,1 .m 1 .74.;- , 00+“ .— NOTTINC: I I! . = “We so...” I. EOI OOI so 09 39 OO+O 002 00+.» Oven '20! III OOI I. IIIIII! Ii ....,_.-.'_ r...“ -—---—-—-—n- $5.5- .0 I. III XVI L I/IWO BOVIIN )3L‘" 0 2'8 H _ n __ L .I VI.I ', I i ... I I I III? 4. ,1 . ._ _ a «I_ I I llT III] ._ e . ,_ f , _ ILI -._ _II. t _ * a _ _ i 80' “ a . a _ ‘ . 0.0 T I I.» _ w... _ / _ flfl t... . I e. a... .i / i 3 v.7 e ofleI mangle I05 Q5 90 8+0 IOSJ I05 95 . .u .. u \ w A u _ i H i v I, I n I ’ O o . , 9 9 8. O O . _ i a \ _ a not I... . 096 a _ a so: I .obm III II a IIIIII TI II 2 “ ./.,,. _ it”, . :, m .2. _. I I. II II I I“ I If”... MI _ :. . J...” _. . iii, w t. .. , :_ h Coal #1003 in i i I II I . A .I|... .. iv! I I- III II . III-I- I t I a I. a: _ I .a. . j ” mi ,, u _ H a, M , _ w a r, I I I \ n. I I -. T I I I I I I II 5.9.... u .m T. :. ._ a a (L 00 at? IIIIIIIIi III III IIIIIIL 400‘ Cum: I? \ 300' Curve» *2. 3°d GANG) A; 3 21f, i" _ i %\ 2:. 4. \p‘a’ %1~= — L40 %\ = -' \.40 (E1. in -- 0-64 %‘ = \.33 32:3“. ,- era I118 e=-o.tss ' ., '2. 2' 7’ {V22 9, '3- 7’ ' ,1 ‘1 tie. “eds: 020‘ the as. e... at: «VII t/I e s e... w W III-I Q": Loco . Eden . Z#OO ZeSo 3*00 3+50 M00 $50 $00 sees 431 \0‘13‘3 \03 .76 YtSo 1%“.0 stoo Qtso 9*00 Qtso \o+oo \o «550 IOng \OLOQ \0096 10015 9955 902A . $3.12. 99.40 0 .o% .I\ .44. \. O .44 .\\ O O .07.. I03 4?) .29 .\3 .03 O Iohbb IO \. \\ \00559 \00.39 0.5365 66.31 98.15 98.40 0*00 0*50 \‘kOO H'SO Hr 85.0 23.00 23:50 3+oo IDLOO IO\.b‘1 101.33 103.00 102.57. [02.53 mi. 6‘1 IO\.00 0 .II .44 m...- -.......--.——_ ___._-‘-A.—_.— m-._.—. .. O o 5 8. o o 3 M t 3 I ! . E I a o i i E I i .I' § { 'i i . ~ .. _ ~ L I ' i ‘ 9°} .. - n a ; I fr -——.+— I ~ I i 1' _..4I f l l i 1 d ‘ ‘. IN ‘ . ' as L’ 'i * ,, ; I’. 1, t t“ ‘1 _I I J - —.—-L_.—— IN . —— ” é ‘a J f I . .. E l I - F E :1 — % -;-: C _ _ , - _ :1: it .i‘._ - n 38 ‘ I ._ ‘ ’_ i (A .3 ~3qu 005 I V ”w; '00# 3 J {Au-2L. I *3 0%.1- =;€ OAI— 2") .3114 3'? a “ -| 3-3 383.0—Da 8T3] '6 9,‘ ‘0" ’ C A“ M on ‘ x 5 A, A. ,. If» I I ‘A . .3 1c) .. -; — w. a (pa) -V~9/$.16£ .VJI ‘9 (9‘) (Per) N913 .Ag A I; ”rd 1» .Im a 96.104 oa+r " A“ C “- Esra o 0 ?:.Po: 00+; 1 “A”? "3‘ ’3 ‘3' 39" 5"- °°J°I O-IHT “"0 - “ Canto: 80. ac. €8.90: 03+: 3“” “0'33 "‘ ICE“ H. 0.200) 0049 ‘r 90 r. ; . 80.20! 35. 2:. 0"?“ DD ‘8 flux) “3* “.1 w M H: Ame: owe ’" F “"5 ""dsnzo: .sr. <91! saao: 02+: 4”” a” ”0 ‘ ' 12?.» or $3.09 owe 91‘ C ”'9" Claim; 83.! 0.: 2-,»: 00-» 2-0.0 @500 m -‘_g i » ”a” ”*9 j“. "Jr-1 i" 3. “Pi-2°” 5.; :r' a. 2:90 :20) eflip 5 ‘I 5:0 1:13 _a) H ‘C ”" ‘“ 3'19" °°*°’ ”5"“ “ Meal :1: Ja. ‘ “99.3.: 03+}: C” "0 99m :2 'l I. 0 Ion.” new: . "-‘w “‘3 " “rare: 5:. 25-.“ Mac: 00+? J “£01 do. JO. JAM: 029+? c «mm! a a anew 00M) wags ‘so «an ”$35 mw XJ<7>M9W ’ w . w Irwwm km 'Dfifi QfifDAoad . noIXL><< I‘ 0 / 7 -‘ w , . / ,1" 'v .4 ' ’ 3 ’ ‘ " .¢ ""' - .4‘- ' I" 7 ,2 ‘ /u / (—0 ,0 3”) --- 5/ ,1 In 1.. 0 -- ,l . . .. 0 r 5., . a u I, -x . ., vi . '-~’ ‘ ' " 4...; v- a . . .— a-.. .m —---——-—-~ ”.7— y" I v ’ ‘9 ’1; .4 n/ I}, “=2: .‘ fi/rv _ '1 ,- I p K I, L, 7 - ’J .’ ,, A . ‘ H 'a’ . .I- rw" , :',. ,x . /’ .( .. 6‘? {a 9/ .‘i , ’y / ' ,. ,' r I‘ :/ ' . ~ p 0 \ .2 i 0‘” 10/ ." \Q/ 10/ :' 0 '/ 1‘5 l" ‘} I) I 0/ J k// / / : I ‘ ." ‘ -~ , ’5 r I g/ ”I : ; ‘ J} : y / ("cs . , / ”If" ’4'“ 457’ 7*"0 .659 3 J‘ 33:":‘7 4941??" #573500 .53? A”! 6.40 7&0 ’ Q 4 . 0 x I a - J I - q /_‘.' J" J ' I: ' “2/ ‘ ‘ 1:, 7 0/ Z 5‘— J’" .— ' é: ‘ 7/ ‘ 54.7 -: / L2“. "‘ if v" T” m ~-—-— «’32: it, ‘7 ,:£. ‘7) m/ 6 / y) (A: 6'] W 3) I 3 k r , ,, 'T-L/ g 9' 9 05/“ 03;” I ‘ 10/ :0} 19“ :0 :Vfl/ [9/ :U/ \9/ : :9 l‘ \, :/ / g 0 4“ 55’ 0.6“ w—--m“" O . ‘ \ [)3 \ \\ 5:5) /00 /J"& 200 ad? 300 3,50 f6?) 7’32? .520 0J0 0’; ' 53:9 7.3:? 33 .52. .52,» __7_._2 g; 70” £1 {:0 {<5 3.5:” 5;; __,,3_3 g; 6"." 0 .V 47 ry 9 6: 43 air ,:I 0‘0 r:- g} 63'. K.’ f" 91/ ’7 ..' . .- . a {J' .2." f: ’ L.‘ ,0 rJ. /J_. ’1 r) a} \O/ :0/4' [W \V W I,” :0. 3/ /1/ 19 19' 1V ’ ’ ’ .«sr‘o 52:10 50?; .900 7‘50 ‘7 6‘37 .47." :{J 5:: 57 m..- _.... a ./ E . w, 6, B 6'5 8,7“ 5 / 3/. a l “"W.’ .av - . ‘1 4" 5" '7 (4» ‘v k’ \4 .-- _.,- ~ .rfl [.71 C 3/ ‘. II .IIIIJ . C . . .. . .4: . PM. my) . x. 9.; fhvl .r. ”I n 4\ I V 0| « , f: I. H “,4 r1. . . WV \ . ~ .. ) IIL . . I»; fo .. r0 . .. fl! ( .v. .. .1 (T .7 r: A. a by, J. H 3. .9 J... ., ., i .. .m / ,3 . . {b ...: I I ..;. ., ) ‘ .1 .1 . r. A f, ‘ . u: . - I .19, 5?). v 5‘“: If 9. @, . \ / 7 I I .j'- 1’7 / ":7 77‘ ’3 £7 0 / / 44 7:5 3/ i 52; 4-.“ 15* 55.0 z; :2 3 ’00 _ I3 2’ 6 L .0 39.: /. .. \‘C/ 9, l . z r ('3 .. r: ..,,. )L :7. " _—.——L , 7 -1 I: I .. ‘ , o». I, k- t ‘ . 7. 5 Zac- 5’ l u l V v , 5 / r , j;— 7/, ,, O I '1‘ x . WHrDmW/ 9:, 5.“ ‘ ‘ ‘ N 9‘" "r \_.' t. 1': I'. \ - / ,_ ‘n r. « : 'f‘ " 7 : u- . ~ ' . v:. / , : . . " : , .- J ' I r. ‘ a ’,-A, 1' \a . fr /4' ’ . I I. , I ‘\', I I . . ,r‘ z , / ,_,_ , “I . v ', ”.-r I r; I , ' , /' ' / ‘ ' \ ’ .1. . " . . / . - . :"4’ ‘ ’ _ . .- 1 r / a" ( _ - - / A.' ....» < “" ' .....— .-\ A l / ' I r \— -‘ -’ ‘ . . , . V ' v . , r: x ‘ .,- fl- / r A. w-O‘D .. ,2 ' u / - . —-. . . , .,L« A , ... - ‘ ’ N J-H’ /»~' , “.L/ . , .‘ . ,- v ,. r _. . WI! / ”.0 7” ,,_7, . ”29.. ”7,. ..w .7, r., r, , ‘ r. «w Jaw/1 x. . . _. ~ . ; .. .... . _ .. I : 7w fix ..JI/m; L m../., .. . J I ; : . n t I! .Iin 1.! flu A: {i C. : «r Cr I . ,1 r 1 \HI} .. . . r . : . . fl . . n. . Jar“ X.» _, x .f. 1:; .: ...( 7,.J fl , .O h a ~ M 1.. ,0 u ...w .. vhfl . AJ . :. . . . m : x I .A f ‘ : v M .2 I A. 61/ A h u ‘ , x 7». , ~ ,7 {:0 75k) VJ D / l 75’ d I 9 .5. “ 7213:) u_f/ 4; , 3f , ..., ( u—J 2/ I; é“— - . r V" ,""’ ‘ ; A] . . I (0 a «.1 I . 1" r / \J . -: , . fl 7, n, n . 4 u .. , ., 3 ./ z \ . .4 u . PJ/ , /\ 1.2M 5,”. , . . I . . ,. a ., . : AK. K :: /, . .0. n0 , .. 1),. ,5 : . . ., , a _ . . . 7 2 _ . :. .. x, a, , c :N :16 a. , f , . z . ./ *1» z ..z / :17 .4" ~IZ: / r \ I |,, ( J / ’Z’ 1") mm ' 4 5" v /"7 “‘1’ '4‘ f F A Lit? ‘ ....Z. 'L/ ’ / / JD 5} _’/ (..Lc- ~ / x r ( .. .I L .7 W“ :- A.” a . r . .. a n a . WL fl “J r . ”K no .. w: an .» / 3 -: . , A . “Q J r / p: x r. 7 mm 5.70, r) ,9/ a .. {J m. . I 4/ x . .3 I p . . /. I . ,_ {7 r I: ‘. 2 f3 \ _ IV! (V . j. g (/3 a A , C? m. ...J 0:9 \ , _ o ... o ~I_J I p . ~ _ I 4 I a f w ) . 1 7-1 A .v/ \I' t: W/H/ ~ I _/ ”J- F0 :w, I, I ‘ I lull-lull . . FA 1. / Vu.) :1/ I p .H/ o V .~ .H... Alp J .:,,../. , 4 ,,., , 1:9 4 . a . \ i I l I 3° .2 2‘ 1 4 4 ~ ’/ (I i r’: '/‘L/'/¢- f l l T \ I g 5 1 K i V ’5? 7’“- ” ———-—I. ’/ '72, 5‘ ,, 0 D h... : : My w :H .. x . I _ 7/7 , J / 7 .1 A. : . 7. , 5 . L M41 4:». ..:... ,, ,_ a, ,, . 7 , a 4 1y 3 J; r 4. a 2 a 2.. w v. a”: MW ”5 v :. /.__ UV é: "MW/ «flaw 7g an My (c_ U. r w 3 r0 .4. ,. : ., Z. 4 -/ f we M/ g L , : , 213/ ._ , / 2 V. A; h, :I .4“ . f. .N/n, 0 x J: “W . 1/ // I .._ WW 2&3”, L frW/ M WL Jpn/x / raw .. / m / 4 ”.‘J— l /60 452: ,;('K 2J3 '7 /r5' 4,. —-———~r :' . / .// .’ f. 4’7 fl ,, ...; ‘1 ,y' : 5‘0 /00 45D 24? 26—05519 $37? 4&0 1.. I 4:3? a»: / tar I; "3 -——" 7 I :‘7‘ (’1 ’,’_ 4...... I r : w 3& , x f/ ‘ ,.. o :7 ,. Z./ M 55?. 0/" /‘ p / / Ca - J f D: I 2/ :9 xi ,5 Yb. 0 “I l ’0 I/ & ...é’ {a /, 0 151...... A I‘V‘IIIY/ \‘ . '/ 3, .... 7 ,/. r 7 K ‘ "Z‘ c v ‘1 , I ' I I f. .I ., 7 , ...... /... :/ ., ml. ,. 4. ,, I: .1 .... r../ f K. // .. .., . 4 , I. n.) , I» ./ . ., _ l r,. ... u... v . n2 .. “A I. ~ 0 .1. _./¢ .1. 2 . x ..,. a, 3/ / z , 3 p. . ' . l . 3. 1 CL. . . _.a ...: . llll..J. ... . r. ,x 3 7, s . .4 . . . . ...L 1 .7. . , . . . , 4 . _ I . r , . V i . ru...1 /‘ ~ _ «2.\ ..u. 3, 3 .1 .. um ..— a 3 IL. 5 . .1 1 u u / A m... . ..._ 3. w _ . , 6.. .. w , , “ ../.. .3. ..«W/ , . mx/Afu zéw. . , / a; ....a. ..3 .. K. ..w 1 w. . u ,. . .. If . w] ._ . a. 7 27,, a. .....7 . . F. f 5L, n ... ._ A T, 1 o # r/fia 1,. ... .. r ./ . . x «.4 ._.‘ , .6 1 . PU , C I .\U / I :9 H rm 2 .. é . i. I. . ., .. . 4 a. W -’ 3 a: --- ,5) 'r A J. 3 7 .... ...—d»- .g: H,‘ J . a... _ . “...-..” __ r ' 17.5 . - v . __J.-__., . {n .f '/y ,x. »V e r../ 07.”) if II I); .11.? n «w ~h.r./ Au L w t .1?‘. 1-3-1. H: .. W a m. I _. N. W. W. (I..{/ x n. g E 0/ .. ...“ . 3., .. — . 1.; ..u“ .. ”My fig. 31/. f 3.. . K . fl . 3. .f/ 3 y . n .i 7.... , Q . .. ,. . r). «... 0. .K. M. ,. ...... Ir. .3. f / 47/ . . .... W F 0 x .3..- ,,m r . w “I; n./.w,./ . r 14* WAI// ... . _3 . 3 , x . ._, ,_ .. w a. ......» mm, 9 ._ H. . . . ..w. l)., ( ” m / . . x. _ ., / . 0,, / . 7/ .m .- o ,3 u]. 4” 5 if. . . W . . ,. 0 C... l, 0 A... II v , hurl h /; x H .. .\ . /. / JVI/ /. w: . . ..,, . . a x: 3. w. .11.... ., _ T. N o, a. ,.,. L .n» . . A. Q ‘ ; ,t/ _ . m rt . r , I . I 7 .. (a) . 3 Pg. M/f ,. N. . A; ,1. 3/ . /( f I.” x... 3.... . /h z ,w and; 3 / . , a. W... M‘x . l“. . V Y ~ I l I . . x ( I \ y .‘g v‘ ~_ V » /~ A w p . .. ,. w I . ../ .. . .. . a . , ., K 4 K , . h/ .. _ r. ,1. _ . N ..r / x _ x / \ ./ . .\ 1 3 . 3 ll 3 ttttt 1.1- v \)> r I \lylll“! ... , a . m .a. n , . 3 \ M . .. . . . .J I n 1 N. .. .u , , . _ I .. _ 5 , ... . I M I 3 . ... . ... / ..,, v o ,5 / / ~. 1 I . _ _ I -’<—‘.’ v ‘\ A. ll, : ii. A r / (2’ v 1 ...—r. fl .. /! /cl../1 ...-....-- in-“ I K C S W 55 LIBRARIE II!!! 7 ”if I10 11111;; UNIVERSI ,L'L gm 1171111“ 12 ll 3 II I MICHIGAN ,, / ' p. ’4‘ . 2/ . f. . , '1 " I z 7 ' ’ \, ‘ § 1 ,4 f § ( i i a ‘ g f i I, | . 2 1 HAL-«nix; . .. I ugmiE UNIVEfiSIfi‘é‘Lfi . mgrmw gum 48844.. ? “‘3‘... . .. .I .. I .l .. rm. : A /k r . ./ / . / ‘ ; I I . ,L . ,~ . l r . . .. ./. If . _ .. . «ll / . r . NW N _ H \ 11 1 1. ...g ( ”/MJMN 3‘ ‘ No. 2 BEING A PARTOF THE" NE. OF THE N.W. l _ , 4 SEC. 12, T. 4N.,R.2w., LANSING TOWNSHIP, \NGHAM COUNTY, MlCHiGAN. v 1 DEDICATION" mowmmewarmmmse‘ms,marwe...... .. .. _ WARoGu—TNER . Q ' o ' o o. _ ‘ _ MABEL A. GILTNER ., . .' . . . ll '1‘ y .. ...................................h:swl-fe,ludv cdu-dfly Q 32 [g 3/ Q 30 \ l2 _ , . Q ’0 ‘5 .- . ‘. . (landwbracerl infie annexed p/dfTobe.marveyca’Jaidoul'qndP/dlfea’,'lvebekzwnd: - m - . - P_|NE_._CREST N0. 2.“be'mq a Part. of ”the. N. E. 1/4 of the. (.z.o (02.0 /pz.o ‘ fa _ ........................-1‘-.""- """""" o _ ' ~ -_ . _ _ . , N...W -.1./.4..<.>1. $91190 1.2... T.4.N;..R.- .2..W.,.l.-§r1§1ns.TQstsbim ' N‘DDLE‘SBROUC’H ‘DR‘VE ‘ -- ' , ' ' ' 19311.41.“ 9991.11V».N19hi9:m. ate [3,. o , . $66.0 1151.0 4 £96.? - . I“ . . . $d1hAflhe dhel! dnd'dllexs as Show}! On “Up/dare. @552; clicdfé’al {5 7‘59, use; of o 2 , - . - . - ' . - . e pubuc. 33 n. " , ‘ ’3 ~- 9 .....u0.-o--'-.oou.oo.o. , 1 29 . g 1 , ‘ -.; ' Signed dnal Sealed in ' . i _ film Essence of: . . .. . mm““u.°?.;v. .(wifness). . . . . . . . UQWA . CNN!" . . . 1 2% -. m . .. ... . . ”#34 VA R.- ‘ s (Wilheszl ‘ ‘ “aha R. Ounce Acmo'wuocmmr STATEOF meme/w _ , s: Counly of. . .1119hém. . . . , s 89°-30’ w 682.9 ’ L xazo IOZ.O , 192p logo I /"Z.o A I , as p-rbpriefori‘, dfld AVENUE- ”25 I4 AVENUE 438.0 27 I5 AVENUE s asiso’w coco" ’5‘" w i K\N'GSTOWN omvc. [9&5— l9]. 5' 57 ' 47 1‘ 4e» E razo bifare me, a Nol'dly Public in and for Sdid comfy, pengondlly came.- H12 above named ..‘/.V.317€i 01111131" . w- . . . . . . . . . ., .. and . - .. . .. . .. Mabel AG‘WW‘ . . . ..hosmle known in me la be #19. persons. who cxewfad‘ me. above. alcali'callon, and acknowledged Ibo same *9 be Meir {we ml and Jud. DUE NORTH 1210.7 ’ ’ 5e , 48- ' 45 AVENUE 49 " 44 MI. 5‘ DARL\N6TON SHERWOOD HARR\SON 50 - 43 [9/- 5‘ . f V ocscmmon or LAND PLANTS {/53 O [/61 O . ‘ . . I ‘ The. landedeTn rheannsexealplal’of“ PIN. EC’REST. N02 beme‘ ,a: 9."! 9.1.1.1112 .N- . 1.5.- .1./;4 21. :1th W .1/4» .01. Sec—ho 12 T4 , 1.1:. R... Z.W‘-...1.=sn$1.0q. Tpmsbfip. Inqhm County :3 M'cwqan .. G\LCREST I53. \ \5 153.9 $42 34/ °' 7 - ' £20332 \ .2 #51 0 I15. 0 . . - . 102. a /02. a 102.0 ‘2. l ‘ I: described as follows: N 89 30 E POM/r 0F fig/”NINE A V Beginning} at a 'Po'mt 33' W. and. \3195‘ N.O11f} the Cemter‘w - Section \2, T. 4 N., R. 2 w, thence North 12l7, thence SCALE. l |NCH 2 ISO F EET - . S. 89°30'W. 682.9‘ ’ thence Swih 55.‘ thence. 9,36 " w. 600.6 . thence. scum 'Qb-D-Ji“ thence. N 39' so" E .. mass to the Point Of Beginning, I a. [3/9. 5 u NOTE: ALL DIMENSIONS ARE W cm SEC/2 ”me / - MUNICIPALAPPROVAL FEET AND DECIMALS THEREOF. 11...]... .... «ppmveaey m . .. _. . TOWSW “1. . . °f1haTOW“Sh\P°fL3V\$\nQ aldmeel’lnq held. . .. . . . . .' /3,/?.9 . . .. ..:.-- o..:.'a’«'.;‘ " ‘ ' ' We . SURVEYOR'S CE’W’CATE . \ ' APPROVAL or country some hm cvrfily lhdl' the pla'l hereon dellnadfeal is d cor-red one and flu! permanenl . ' ' Mispldfwns approved on‘l’h‘e . . . . . . . . . . . . 2:1“. . . . . mcfal monuments consisting cl bars nof less llmn one-hall inch in diamcfer and 48inch: ' ‘ in langfh, or shorfcr bars of nof less fhdn one-lull incl: in diameter lapped over each ofher 4f lcdsf 6inclns w'alh 4n ovarodll lenglh ofnof less fhdn 48 lmhes, encased/'0 d r _ ~ . - ' _ . . . . . > __ .. ' . j, _ . . _ . . . concrufc cylinder cf ledsf 4incl1es in Jiamehr and 48 indies in depth have been pldwcl ' . Ehd L-WMR‘s (C, ounfy Regisfcr of Decal-x) at points marked fhus (. . . Q . .. ) d: lhercon shown 41 all anglcs in the bounddn'es affine. . ' O )‘3( land pldlfocl, of all 1hc in‘lcmdions alslrecfs. inf-Italians of alleys, or of slrecfs and - . . . . K“ alleys, and of Ihé. infersecffons of shed: 4nd alleys wilh Hm boundaries 0/ Ike. pldl dS ‘ shownonsdidpldl'. . 5 . . fl 4' ' . "W11 1‘11“" APPROVAL BY some or couwrr AUDITORS‘J Wmmbr ‘ ApprovedbyfheBoqrdofCounfyAudlforsof.......qul‘ém. ‘ , . ‘ Evné W.W\h \Y ProfesmnnlEHQIneer) . ' l . ' ‘ County, Michlgdn. W: ....... 3‘3. . . .. . ,, a" of. . . “NE; . . . . . ' l.9‘."\.\. . APPROVAL 31 BOARD or COUNTY ROAD. COMMISSIONERS ‘ wfim . .B-‘uéqv; " ' 125...)...» J c on o 0 I0. 'cla'as's "NRA. * ' ‘ {calla}; til-r2.) Mispldfhdsbcencxdminealdndw“ appmvedon'lhe . . . . 21¢. . . . .‘ . ‘ - , .‘ ‘ E g a 3 m ddyof... ..hWa. . lfiqbyfiex'fi“\m . '1 . ' e3.»u&$m\ ' olROMl 1" 'I ' . . Counly 804ml ommisslaners. , . 5.22. M. > 0 . . . . . 6““ .Sé‘“. .‘ :. '_ ..... (Ci’éiornj-dh) . . . . «aux “m " F .. ~ _ . COUNTY TREASURCRS CERTIFICATE " ' ', ' " ' “fluke; 'j ' '~ ' °.' ° (Mullbfl’) ‘ ' . omccm‘Coun/y Transom... ...Ingha’m... . ..Coun-‘ly. O Q‘ _ ' . ' . . .- . 5 - [hereby cerflfy' lhqf fhere are. no flu lien: or filles halal by Me Shale on lhe lands cle- . . . . . ygl'V‘VYVb. . «1’7. ,1 .' . . . ( . I'm.) ’ ' . wibadlverconfinalllw lhemnm neldxliensorlilles halal by individuals onsaid lands. , . . o 1\ 0e: . Mem ' ' ‘ . *1 ,, ' ' ‘ ‘ ' ' ‘lorfhefiveycamprcacllnqme......... ...Q’-.. . . ....JAyof , «(LAX . . . . . . . . . .199. and/healMelaxeslorseI-idperiodof fivcyadrs an all paid,“ shown by fhe records. of {his office, . . . .’ . . This certificala docs nof apply 'lb faxes, if dnv. now in process of col/adieu by lawns/up «5in or village col/ac h‘ng officers. g_—.' ' C“ ' \3.‘ Rafi-Kn (C bunly Treasurer) 63G DCCIC. haunt Qak “.9".th ..a 3n 3.5.833 ox... / ) MICHIGRN STQTE UNIV, LIBRQRIES 1 I11 1111 1 1 11111 1 1 31293107316568I