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Suburban fiand Elauning

A Thesis Submitted To

The Faculty Of

MICHIGAN . STATE COLLEGE

of
AGRICULTURE AND APPLIED SCIENCE

By

Wig-Id G. G. White
Candidates For The Degree Of
Bachelor Of Science

June I948

THESIS

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The land chosen for the thesis problem is a suburban area located
about one-quarter of a mile north of the East Lansing City limits. The
area is approximately rectangular in shape and comprises about twenty
acres of ground. It is bounded on the east by the Whitehills Estates
Subdivision, on the north by State Highway, M-78, and on the south by a
tract of land presently owned by the Walter Keller 00.

The location and topography of the land presented a worthy challenge
to the authors, whose primary objective was to obtain valuable ex-
perience in the surveying and design of suburban land for subdivision
purposes. I

The development of the problem was outlined into the following
chronological categories:

(1) Reconnaisance and field study

(2) Location and traverse survey

(3) Topographical survey

(4) Design of streets

(5) Design of lots

(6) Design of water system

(7) Cost summary of project

 

 

 

 

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PURPOSE

The type of living quarters and enviroment desired by individuals
changes with each succeeding generation. PeOple are now demanding
larger sites for their new homes; sites where they can have room enough
for a garden; sites where they can live unbridled away from the
crowding and hustle-bustle of city life.

Recognizing this change in living habits and their own need for
additional practical experience in surveying and related work, the
authors chose as the topic for their thesis, 'Suburban Land Planning.”
The reconnaisance helped immeasurably in visualizing how the land
could be most advantageously developed into a residential area of the
greatest desireability. Subsequently, the preliminary sketching of
street locations was transformed into actuality by the field sur-
veying, resulting in a beautiful blending of hills and valleys.

After location of the streets was accomplished, grade lines were
chosen which would insure the maximum number of lots which would be
well above the street grade line. This naturally resulted in an ex-
cessive amount of excavation (cut) which was subsequently used to
further improve by filling those lots which were low.

The water system was designed to conform in a practical manner
with the existing and proposed facilities in adjoining areas. Allowance
was made for adequate fire-fighting protection.

The addition of a sewer system proved to be highly impractical due
to the inadequacy and lack of suitable connections with the city system.
Consequently, each homesite was plotted spacious enough to insure
sufficient drainage area for an individual septic tans.

The authors feel that they have fully accomplished their purpose:
"to develops this suburban area into a eubdivision where each and every

resident may enjoy life to the utmost in his 'pursuit of happiness."

"RECCNNAISANCE AND DESCRIPTION'

The land used for this project was owned by the Whiteacres
Developement Company and their permission was granted for its use.
Their representative was most helpful in locating for the authors
the concrete monuments denoting the recorded limits of their plot
“Whitehills Estates."

The land chosen was very rolling with a valley between two
hills. This aspect required much on-the-spot reconnaisance and
study before a reasonable plan for development could be formulated.
The ground slapes from three directions, east, west, and south,
toward the north (please refer the the Topographical Map). This
unusual topography presented considerable difficulty in designing

streets to insure the ultimate in desireable homesites.

LOCATION AND TRAVEKSE SURVEY

Using transit and tape, a traverse was run around the area

to be plotted with a reasonable degree of accuracy. The error of
closure was found by the latitude and departure method to be 1/4160.
This is slightly below the recOgnized standard of 1/5000, but due to
the time limit and the fact the traverse was run twice, it was de-
cided to be satisfactory work.

The error was mostly due to the measurements of distances, strong
winds, and much plumbing at 10 foot intervals. It was also necessary
to run an offset line for the south boundary because of the dense
growth of trees.

The traverse was tied in with the S} post, T4N, le, Section 7
of Meridian Township, Ingham County by means of a previous survey of
the prOperty immediately adjoining cur traverse on the east.

The traverse was closed by balancing the latitudes and departures

and was plotted using these new values.

SUMMARY OF TRAVERSE DATA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Course. Disrdna Early ”fr/Tfi‘. Ebrmrfax’: blednCZZ/P, Odor-2:3
'45 929-!0 N897oi¢ 135’ 929.0 +135! - 32846-14513]
86 69am ”fossil 69¢. 70 0.70 +£97.12 + 0.70 + 407.90]
c 0 1070.59 509‘ ' 0.44 [070.59 —- 0.44 +/07/./9- 471.37.
05 139.35 513233519 134.49 44.78 ~184 + 44.81 1241.10
EF l9a00 579th 33.4!» 137.03 - .33Afl’l8633 “want
FA 490.97 Sotas'e 490.97 [.21 - 490. + MI '59332
2 3547.2/ 7/0.2I 709.3; luau maas -o— —o— 754545

I 0.85 ~Dif‘fi‘] 1.2.5

 

 

 

 

 

 

 

 

 

Area =______75‘5-“ = ”.348 acres

43.56

"TOPOGRAPHi CAL SURVSY"

Having completed the location survey of the property, a
Topographical survey was made of the area using a grid system of
fifty (50) foot intervals. The survey was accomplished using a

transit and leveling rod and checxing the distances by reading

stadia intervals.

STREET DESIGN

As the land in question was not intended to be annexed to the city
of East Lansing, the Specifications for roads set up by the Ingham County
Road Commission were followed. These Specifications are:

l) 66 foot right of way

2) 22 foot road surface

3) 6 inches minimum depth of gravel at crown

4) Adequate drainage ditches ( see typical cross-section )

The basic idea behind the design of the streets was to blend smoothly
into the hills and valleys, resulting in the most desireable homesites
that could be obtained. Sharp corners were avoided at the street inter-
sections by rounding off the corners with 25 foot curves. Straight streets
were intentionally avoided so that an air of individuality and beauty
could be obtained for each homesite. This is in sharp contrast to the
usual austere, straight streets of the city.

The plan and profile views of each street are shown on the enclosed
plates. The curve data for the horizontal curves are shown on the plat

map (see plates). A typical cross-section of the streets is also an-

closed.

 

 

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DESIGN OF LOTS

The primary purpose in the design of each lot was to insure a
homesite of lasting beauty, each in its own individualistic way with
its own natural characteristics. This type of planning results in
larger lots which lend themselves handsomely to the present-day desire
for long, drawn-out, ranch-type homes.

At the present date there is no set of building restrictions in
affect in Meridian Township,,therefore the authors used their own
judgement and the knowledge of conditions in adjoining areas to de-
termine what size lots would be most desireable.Consequently, each
lot was designed to have a minimum frontage of eighty (80) feet on
a main street, with a minimum lot area of twelve-thousand(12,000)

square feet. These requirements are considerably above the minimum
lot area of five-thousand (5,000) square feet as Specified by the
-city of East Lansing in its building code.

It was the intention of the authors to place each lot at least
two (2) feet above the grade-line of the street.so as to give each
future home a better view of the surrounding countryside. Several
lots, however, are somewhat below the street but this has been
partially offset by filling in with the excess excavation from the
streets. All factors considered, the topography of each lot is as

desireable as any lot in the East Lansing area.

DESIGN OF WATER SYSTEM

Information on the existing water mains and their prOposed
extensions was obtained from the city of East Lansing which will
supply the water for the area. The situation is as follows:

Two new deep wells are presently being drilled in the East
Lansing city park and a storage tank and softening system plant

is to be added later next year. A ten (10) inch main is to be
laid this summer from the park northward on Alton St.to Whitehills
Drive. This main will eventually be extended to State Highway M-78
and westward to the present pumping plant near Harrison Rd. A six
(6) inch main is to be laid this summer from Alton St. westward on
Whitehills Dr. to the limits of the prOperty covered in this thesis.
From this source of supply the authors have designed a water
system consisting of six (6) inch mains throughout their area. Also
allowance was made for two future connections onto the ten (10) inch
main which will run along highway M-78. These connections will help
maintain a higher water pressure.

Specifications for the water system are:

1) Six (6) foot of earth cover on all mains

2) Feeder lines must be less than 3000 feet apart
3)Fire-hydrants must be at least on 6 inch mains

4) 6 inch crossmains must be less than 600 feet in length
5) Pressure on fire-hydrant must be at least 20p.s.i.

6) Frost depth for this area is approximately 36 inches

Computations for water System

Maximum length of a water line in the subdivision eill be 900 feet. This
line will be serving 17 lots or an estimated 70 people. The fire demand
therefore eill be:

F.D.- 1020(P)§(1-0.01)P)&)

F.D.- 270 g/m.
Consumption for the population of 70 people will be at the rate of 100
gallons per capita per day, or:

Max. Rate- 1001 pop.xmax. demand

60

Max. Demand- 292 g/m.
Maximum Rate for the one line will be:

Max. Rate-Fire Demand plus Domestic Demand

Max. Rate-562 gal./min.
For nee pipe, Hexen-Williams Constant of flow (C) will be:

6-130
The head loss for 900 feet of pipe 6 inches in diameter with a floe of

562 gel./min. will be:

2
8

Loss at end of line-f l 1
d 2

Loss-0.021 299 x§§
0.5 04.4

Loss-20.13

Therefore the pressure at end of line-29.67 p.s.i.

COST SUNRWY OF PROJECT

COST SULE’LARY FOE VJ. HIT}? SYSTEM

2650 ft. of 6 inch pipe at a 1.59 per rt.-¥ ——————————————————— $ 4213.50
9- 6 inch "T" connections 0 6 22.02 -------------------------- 6 198.18

2- 10x6 inch "T" connections @ $ 41.05 ----------------------- 3 82.10
1- 6 inch plug @ $ 3.60 -------------------------------------- $ 3.60
13— 6 inch valves 6 e 35.45 —————————————————————————————————— a 460.85
5- 6 inch fire-hydrants @ $ 92.75 ---------------------------- $ 463.75
13- valve boxes @ $ 16.00 --__-__-___-__i --------------------- 6 208.00
10— 6 inch bends @ $ 15.29 ——————————————————————————————————— $ 132.90

2650 feet of excavation and laying of pipe at 6 1.20 per ft.--$ 5180.00

 

Total Cost : $9,942.88

* This is mechanical Joint pipe ( rubber gasket with lead tips ) with

all prices quoted from.the Clow National Pipe Co.

COST SUMMARY FOR STREET CONSTRUCTION

Excavation of 9834 cu. yds. of earth 0 $0.50 ------------- 84917.50
120 it. of culvert tile e 81.50 (laid)- ------------------ 3 180.00
1300 cu. yds. of gravel e 32.25 --------------------- -----§2925.00

Total cost---$8022.50

COMPOSITE COST SUMMARY

 

(a) Water system ------------------------------ ----------$ 9942.68
(b) Layout & street construction---------—-------4 ------ $ 6022.50
(c) Engineering fees-8; of (b) ---------------------- ---—$ 641.80
(d) Cost of land (17.636 acres at 31600)-— -------------- $26,052.00

Cost of Developement ------ - ----- $44,659.18

(e) Average cost for each lot (35 lots)----- ----------- -3 1275.98

 

 

 

 

 

 

 

 

 

 

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MICHIGAN STATE COLLEGE
DEPT. OF CIVIL ENGINEERING

 

 

 

 

 

 

 

 

 

 

 

TOPOGRAPHIC MAP
"SUBURBAN LAND PLANNING"

 

 

 

  

WI) DATE= JUNE I948
= 4W SCALE= I"=4o'

 

 

 

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