HomeMy WebLinkAboutMidwest Scuba Center S-32-88UNDEVELOPED CONDITION
The site is 0.85 Acres. The flow
developed from the undeveloped condition
is Q=ciA. The run-off coefficient for the
undeveloped site is 0.4. The intensity is
based upon a ten-year duration.
The flow is (0.`5 :c 6.5 x 0.85) 2.76 cfs.
DEVELOPED -_CONDITION
The flow developed with the developed
condition is the sum of the flows from
the different surfaces. The water from
the parking lot is directed to a catch
basin. This catch basin releases into the
drainage system along the street. The
remaining water sheet flows to the
e>:isting drainage system. The area of the
asphalt paving is 0.22 Acres. The area of�
the building is 0.16 Acres. The area
of the sidewalks is 0.0� Acres. The area
to be landscaped is 0.44 Acres. The flow
developed by the park:ing lot is (0.9
6.5 x 0.22) 1.219 cfs. The flow from, the
rest of the site is ((o.9 x 6.5 .. 0.16) +
(0.9 x 6.5 .. 0.02) + (0.45 x 6.5 .. 0.44) )
2.34 cfs. The combined new flow is 3.63 cfs.
COMPACTED STONE APRON
i
1" T❑PPING
3' ASPHALT
i
/ 4" ASPHALT
3"
4' 8'
6" MIN, C❑MPHCTED STONE
ASPHALT APPROACH (IN BIGHT- ❑F—\N/AY)
CALEs 3.'4' - 1'-0'
6'-0'
CHINO TRENCH CRASS SECTION
SCALE, 112` _ 1'-0'
VICINITY Mk_P__
NO SCkLE
ION
nU"T ION T s3r r 4, F)e „r,ls�_h `3a f 3 `>e� r tartever: t'; eswi ,flip, on x .fin er
u�0/1
�p !' throe i l_a!� ? mare' p,anttcul& de..c-ibed as
DEP-
OF COf jVUNITY r
GI T Y OP,
1
INITA(O VIE SENT �' 3� °r�� 269.70' °�� �` Z },„�; ,+: (!ft`sr* In �hn cer.�erIirve r,f Michigan Rjoad, ai1r OAP L °�,�� a> �,• a• ti {
844 d <:, it`« F?oari # dt �tti�nt. 17�,. !_-
( _ met rtart'7wet er 1 v fr
DIANA-- -- -- i i,t' ?; rti-�r >6+.*1c3rt x'1t"h ttt ft2Cxtti 13.nex of said nalf
fkx�t ;yr ;t {Dar,aI1t�I to they r
�C}!..$t: 1 l i tF2 of said
.50 * i1c)ni i i=r i:! :!' r'yf+
l:jeA9inriint'}," t-ur) tt"►pnr-e West
---- EMPLOYEE'S °1� ^yvl i it'l ) �° �tJfFi line of said hall' ectionr, thence
ELECTRIC _ PARKING- - .- - .-_REGElVI11G_- - - _ a -
- - - - -- - - - - -- -- �- TRANSFORRETr - }e - - - - -- - - - .- - - - - -- - - - - - - - - - - - - - - _ o'A , S i let. 1. t. 0 the e t7 e h t � r 1. a. r, w o f
• \ / AREA -_ �` t tlt3riCe s��� tthf �rster l y, s,arl l 1 £' l to the st)ith 1 i nP of said half
_ section 41.58 feet; thence southeasterly, Para l l e) With t'
STIPULATIONS 44 a� a loo.so s center I ine of said read 50. 16 feet: to the south 1 the of said halt
1) 200 LINEAR FEET OF 3 FEET GREEN STRIP section; thence southeasterly 181 feet- thence north 159. 6- fep+'tt.
' tf
WIDE TRANCHES 7.5 FEET APART- REAR SETBACK 15' —�-/ 1 \ j .'/ —_..-- to the p l ace of beginning . ( Known as tract �! i 2 )
CENTER TO CENTER. SIDE EAST, 0' \ \ / EXISTING
DAIRY
2) 4-SIDE SUB -SURFACE DRAIN 25 \ ASPHALT PAVEMENT AQUEEN
FRONT SETBACKS Q5' RKINGL� \ 6' STONE ( —
}RA NO
FEET AWAY FROM ABSORBSION FIELD FRONT DEDICATION. 40' \ \, ' -'- NOTES:
FRONT ;' / / , j 2 ASPHALTIC BINDER
INSTALLED AT LEAST 1 FOOT DEEPER. ' 1ASPHALTIC TOPING
! _ Al l b- Id1rlg _onstructIon work rrtec'haniraI and electrical instal lath,>n5 an
SUB -SURFACE DRAIN OUTLET TO HOLD- �` C=1ELOX> Ept-rn,� "I PROPOSED NEW BUILDING '' "
1NG TANK /EFFUELENT PUMP THEN e ff ` �,' ' % ; /;' i I nv aPr3 l i .any es r_-onnected them? with shall comp l y with The State 6u i l d i ngs Rule
TO ROADSIDE DITCH. �. ?,//,/?00-/0' SF,�; -g,?: o�°`� card Regulations, local Cirdinames and such ether statutory pr`ovisi s
Toi /: ti ti t hi r , ��3) DEPTH TO TOP OF ABSORPTIOI✓ n ,� ,N. FLOOR ELfy. 101.00/ , / Pertaining o t s _ las ,. r�cd type of work. Suchrules s and regulations tans t 1 €F
FIELD PIPE NOT TO EXCEED 18" rXZc . . \ \ ; o / % i / �' Tie*
ewre_H � f( gone ldered as a part of he specifications.
4) SUB -SURFACE DRAIN RIGID PIPE a-Tr��, `%, '�\ / / �,', // / Itl''" I_"
to i_onstruc�t.icar', the contractor shal l contact all ut l i "ity cc ramie`
AND BACKFI LLED WITH WASHED / / / ,'. ' ►►.y yt� 10025 an -.tits i n the location of a l i tit i l { t y lines in the construction area.
'j / / / ' rt ► ►c•tor 5t>t8l l be res�>orrs i h 1 f fnr Esr-c3? tct i ng s 1 1 ut l l i t f es enot s t L r' Ai GRAVEL._ t.; / , /'%
5) WASHED GRAVEL ONLY IN ,ABSORB- t aSTR�nx, rp,� -� " 4' „x ,5u+ ' ! i' %' Z Z d _ s n t instruct l on .
/c, c y2►�
TION FIELD TRENCHES. NO LIMES- ri�ic. T - , / i /PARKING '_� F,, umbirog Contractor shall rake percolation teat in the area of ah5or
�fky�' / / SPACES V
STONE. /� / ! , , , field location. Sept l c: tank and absor-pt ton field shall be instal led
I SO'd 4aL, .,p�IG(1. , ' .
TIS / / _.,�-o ing t�? state board of h31 i th requirements and Bounty has ft#� require-'
MUST OCONNECTLTOOEDISTRIBUTNON ry`'-aGo=-- SC)-IIIDIIr�prA <_- ��E�t �' 4 100 -0 _ b� -o-t t�
7 -
t rl4- UTttNJ l � � rllftnt
BOX. PUP^f� -- tvh ar q, pvc.%, / �, ' - A , ' " wers and laterals sha l l be granular hac:kf I I led uncle•r paVed areas .
7 QG
o.
41.58' _� -o' ,� � H kD(� `p E17 N
-- , o p ,CANOPY ��- PAID I�AI _4 [CFIG bu&K IHrf 6,vQi10,4o
¢ pvc _ >�
., _ __ N.EI.I (�[oi�Eo 1 �1{ �►�EM1£t-it Ir �iu�F�
—\— _ GAS
Z" hlNDt� GJAIoi�
- - - - - - - - - - - - - - - - - \ - - - - - - -- - - - - UDF_W ALK _ _ Q -METE - - _ - - - _ - --- � q a ✓' /i•l
00„<F Ir m
--------- n '� ---- -
LANDSCAPE � ��+
t AREA p �
t
- - - - -,- —,` — — — -- -- — _ {� — _ — — 'rt1 T NF1;,) — — -- — — — — J — — — — _ t- — — — — — _ {tj•c,,n " v ; ;+ �.—A•-� Its
1/4' ?o' I'S 'C ' _ 100.00
h o /
MIN (� to N U IJ+�t tN.
�eVtbT'4w w h + /Ip� 2G &o - e +, �` `� .�f T
�ul
� v t t l -- - - -- _- I \ - N Q./�ri f. u° oL ap w e oo N
_- _ l� h -h m p 1 `' `o
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- - # 4 Got'
14(07�4
re e_1
QO S EC, LI
- r� ETA 1 L o F Gl.! Q � � �+ DE I� I,CLIC. � {
i 6 r 1r+C7 IV' w�TE+Z r.►Ou+ -- -
j�E r a _ 'T 9 C (� _ -
Prt o J � �. N Q 3 2 v ) " Ex ! ,T; ,..�a. c-.�+,o L I •.. ,
i •G7
S1}G• 1 T, t'1 N. , IZ, 3E
CL�.I Twj�, 15�Mn �--- - -_ _ __-� -� - \ E>cl�-•t�.+G 2G I
Ndr•t�ToN c a, SITE PLAN
SCALE, V 20'-0'
— — — — _ �
_—THEW (:'Qopvt(o
0 1 It"Nw
IyoW>Et....i z cwcH
PRECAST CONC. BUMPE.
S_
0.5 srap-L. .0.4cm0ft!
,�•,,� She*+ Title PrOjtcl Awiolon Fpm, 3hooi No.
r4*6
Nos �+ ��(
STRUCTURAL CONCEPTS CORPORATION I C i`
STATE Of a its
'" t ' Consultants and designers '':� I`'�'`� t
ly
8y ►+ �, tE i
8239 E. WASHINGTON STREET TEL. (317) 897-9776 INDIANAPOLIS, INDIANA 46219 file 0� t3
D E PT OF C. 0
UOP-MENT
E L
!'-!DIANA (344) ' 433
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