HomeMy WebLinkAbout084-00 085-00 Civil Construction PlansS.W. COR. S.E. 1/4
SEC. 10— T17N --R3E
1" IRON ROD FOUND PER M.C.S. TIES
N.E. COR. S.E. 1/4
PER I.C.S. TIES
SCALE: 1 "= 100'
4 CAPPED REBAR STAMPED
(S &A FIRM #0008) SET
O P.K. NAIL SET
I, the undersigned Registered Land Surveyor, hereby certify that to the best of m knowledge, information
belief, the Included plat correctly represeeits o , survey performed under m direction d • g ' • and
part of the following described real estai, Y during April 2000, of o
Forty —six (46) ocr::y by parallel lines off the immediate East side of the Southeast Quarter f '
Township 17 North, Runge 3 Ecst, EXCEPT' the following escribed tract, o Section 10,
9 ct, to wit:
Begin at the Northeast corner of the Southeast Quarter of said Section, and run thence South 149 •
thence in a Westerly direction and parallel with the North line of said Qua 2.18 feet,
in the, line of a certain fence runnin in eneral n Quarter Section 766.70 feet to a point
9 a g northerly and southerly direction through said Quarter
Section; thence North 1492.18 feet to the North line of said Quarter Section;
along the North lin:� of said Quarter Section 777.25 feet thence in an Easterly direction
to the place of beginning, containing after said
exception 20.54 acre;, more or less:
A PART OF THE ABO %,'E— DESCRIBED REAL ESTATE WAS FOUND BY THIS SURVEY TO BE DESCRIBED
AS FOLLOWS:
Part of the Southeast Quarter of Section 10, Township 17 North, Range 3 East, in Clay Township, Homilton County, Indiana, beivig more particularly described as follows:
Beginning at the Southeast corner of said Southeast Quarter Section; then
24 seconds East along the East line thereof 303.74 feet; thence thence North 00 degrees 39 minutes
West 25.69 feet; thence norther) and wester) along ence North 89 degrees 20 minutes 36 seconds
Y y g the western and southern right --of --way lines of land
owned by the State of Indiana per Warranty Deed recorded as Instrument Number 9201765
the Recorder of Marian County, .Indiana b the following six 0 7fi5 in the Office of
Y g (6) courses: 1) North 15 degrees 40 minutes 42
seconds West 104.21 feat; 2) North 00 degrees 39 minutes 24 seconds East 250.00 feet; 3 North 0
degrees 03 minutes 14 seconds West 351.75 feet; 4 ) 5
) North 51 degrees 11 minutes 08 seconds West 37.61
feet; 5) South 89 degrees 49 minutes 10 seconds West 475.00 feet; 6 point on t ) North 86 degrees g es 52 minutes 17
seconds West 172.07 feet to a
p he East line of Lot 8 in Locoma Estates as per plat recorded in
Plot Book 3, Page 100 in the Office of the Recorder of Marion County, Indiana; thence South
minutes 51 seconds West along the East line of said Plat 1031.57 feet to 00 degrees 11
aforesaid Quarter "" �tion; a point on the South line of the
.•ec thence South 89 degrees 39 minutes 04 seconds East 758.18 feet to the lace of
beginning, containing 16.991 acres, more or less, subject to all legal highways. ri rights—of—way, p
restrictions of recc: 9 way, easements and
I further certify clot there are no building(s) on the above— described real estate and `h
located on the ad o'*11lnq, property do no= encroach upon said real estate ex at the building(s)
except as indicated.
This is to certify tt'%o� the subject t is not located in a Special Flood Hazard r:
proper y p d Zoe A as said tract
plots by scale on ,: ;ilmunity Panel - �0095D of the Flood insurance Rote Maps ���,t
p ed June 3, 1955.
CERTIFIED: Aprsi 2"1", 2000
Curtis C. Huff %s e
Registered Land Su /e r � too"@* �►G
No. S0348
S /075151-egal
April 6, 2000
AMILTON COUNTY
IARION COUNTY .
. TIES
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I PREPARED FOR:
C YPRES S SE- \[I OR
L -TE D PA R Tl\\[E R S HIP
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SCALE: I"= 6 0'
0 30 60 120
PREPARED BY:
Fl VEln"E EVGIH-EERS, lFc,
10505 N. COLLEGE AVE., INDIANAPOLIS, IN 46280 ALLAN H. WEIHE, P.E., L.S.
(317) 846 -6611 (800) 452 -6408 PRESIDENT
- � FAX: (317) 843 -0546 MICHAEL L. DeBOY, L.S.
VICE — PRESIDENT
CNIL ENGINEERS LAND SURVEYORS LAND PLANNERS LANDSCAPE ARCHITECTS
06 -27 -00 - PMW
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SCALE: 1" = 60'
0 30 60 120
PREPARED BY:
ari �
WEI Y Y E E H G
I[\ EER
-� ❑ 10505 N. COLLEGE AVE., INDIANAPOLIS, IN 46280
(317) 846 -6611 (800) 452 -6408
�' ❑ FAX: (317) 843 -0546
CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS
BUILDING
LINE
_. BACKFLOW
TENTER & METERS
INSIDE BLDG.
9 8 � c o
ALLAN H. WEIHE, P.E., L.S.
PRESIDENT
MICHAEL L. DeBOY, L.S.
VICE - PRESIDENT
LANDSCAPE ARCHITECTS
06 -27 -00 - PMW
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T_ T T_ -'� 70 70
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SCALE: 1" = 60'
0 30 60 120
PREPARED BY:
ari �
WEI Y Y E E H G
I[\ EER
-� ❑ 10505 N. COLLEGE AVE., INDIANAPOLIS, IN 46280
(317) 846 -6611 (800) 452 -6408
�' ❑ FAX: (317) 843 -0546
CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS
BUILDING
LINE
_. BACKFLOW
TENTER & METERS
INSIDE BLDG.
9 8 � c o
ALLAN H. WEIHE, P.E., L.S.
PRESIDENT
MICHAEL L. DeBOY, L.S.
VICE - PRESIDENT
LANDSCAPE ARCHITECTS
06 -27 -00 - PMW
W000293 \LAYOUT \MP- 3WAT.DWG
NOTE:
LATERAL CONNECTION TO CLEANOUT
STRUCTURE TO BE WITHIN 3.0'
(THREE FEET) OF THE FOUNDATION WALL.
FINISH FLOOR
° e• ° , e 'e CLEANOUT PLUG & ADAPTER
/ 7
s
° OUTSIDE GRADE
II�11 II ♦ o t�T _ F_ CONCPETE
EIII! II- ENCASEMENT
I I-_ EEI WHEN NOT
,-I • ° 1-, ALREADY IN
11= PROPOSED RIGID
1 SURFACE
III
4" P.V.C. PIPE
°. °
i ° a 1/8 STREET BEND \
s a
° e e
4" X 6" INCREASER
6" PIPE
(SEWER LATERAL)
3.0'
(MAX)
Tvl,'-DICAL C T SECTION
TYPE I (NO SCALE)
PREPARED FOR:
CYPR _Lf SS S-L I NIOR
Q TD
L -1-Al-II- TE D PA -1 �, TNE iA S HIP
REFER TO
"STANDARD MANHOLE DETAIL"
FOR BALANCE OF INFORMATION
12 "MAX
CONC. DAM -
ADJUST TO I PRECAST CONC.
SUIT PIPE DIAM. SECTIONS
AND FLOW
IEW A __ E:s,
MANHOLE TO CONFORM
TO ASTNAI C -478
JOINT TO CONFORM
TO ASTivi C -443 Q
20 "(MIN) v v
4' DIAMETER u w
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F
12"
6' - #2 STONE 3 "MIN.
#4 BARS -12" O.C. BOTH WAYS
NOTE:
MANHOLE STEPS SHALL BE POL'Y'PROPYLENE, POLYPROPYLENE COATED
STEEL REINFORCING OR AN APPROVED NON- CORROSIVE FIBERGLASS MATERIAL.
THE COPOLYMER POLYPROPYLENI.. SHALL MEET THE REQUIREMENTS OF ASTM
D -4101 REINFORCED WITH DEFORMED 3/8 INCH (MIN) DIA. REINFORCING STEEL
CONFORMING TO THE REQUIREMENTS OS ASTM A -615, GRADE 60
OUTSIDE`.' ROP MANHOLE
PIPE SIZES 8 " -/- . (NO SCALE)
PRECAST CONCRETE
ADJUSTER RING
4 "MIN -12 "MAX
12 "MA X
16"
32"
OR
48"
PIPE DIA. PER
PLAN & PROFILE
ALL RISER AND CONE -
48"
FRAME AND COVER
AS SPECIFIED
— INFI - SHIELD "UNIBa ND "
DOUBLE ROW OF KENT SEAL
ECCENTRIC CONE SECTION
1 LINE OF .24 "
INTERIOR JOINTS AND LIFT HOLES
SHALL BE SEALED WITH NON- SHRINK
GROUT PER SPECS
k1_1
BUTYL RUBBER
.,___— MANHOLE TO CONFORM
TO ASTM C -478
JOINT TO CONFORM
TO ASTM C -443
-PRECAST CONCRETE SECTIONS
0 -RING GASKET BETWEEN
ALL RISER AND CONE
SECTIONS, PLUS 1 /2 "
EXTRUDABLE GASKET
(KENT SEAL OR EQUAL)
I- BENCHWALL SHALL BE CLASS "B" CONC.
r--3" (T YP)
I v
.,MIN. f BENCHWALL HEIGHT SHALL BE
v
c o 0 0 0 80% OF PIPE DIAMETER
T #4 BAR5-12" 0. C. BOTH WAYS
6 " - #8 STONE (MIN.)
NOTE:
MANHOLE STEPS SHALL BE POLYPROPYLENE,
POLYPROPYLENE COATED STEEL REINFORCING OR
AN APPROVED NON- CORROSIVE FIBERGLASS MATERIAL.
THE COPOLYMER POLYPROPYLENE SHALL MEET THE
REQUIREMENTS OF ASTM D -4101 REINFORCED WITH
DEFORMED 3/8 INCH.(M ►N) DIAMETER REINFORCING
STEEL CONFORMING TO THE REQUIRMENTS OF
ASTM A -615, GRADE 60
STANDARD MANHOLE DETAIL
PIPE SIZES 8" -24" (NO SCALE)
PloA0Pu""�SEj7j
SE T��'R SE R
VICE PLAIT
SCALE: 1" = 100'
EENAH R -1642 OR EQUAL 0 50 100 200
SELF SEA41NG TYPE)
A TAMPED SANITARY SEWER"
2 CONCEALED
NQ o ❑ o PICKHOLES @ 180'
❑ ❑ ❑ ❑ ❑ ❑ (N9204 -A OR CITY
0 CIO APPROVED EQUAL)
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"SELF- SEALING" MACHINE BEARING
APPLICA TION SURFACE
1 1/2" 26,
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24"
36"
SECTION "A—A"
SANITARY SEWER MANHOLE
FRAME AND COVER
STANDARD MANHOLE
(NO SCALE)
PREPARED BY:
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--'� 10505 N. COLLEGE AVE., INDIANAPOLIS, IN 46280 ALLAN H. WEIHE, P.E., L.S.
(317) 846 -6611 (800) 452 -6408 PRESIDENT
❑ FAX: (317) 843 -0546 MICHAEL L. DeBOY, L.S.
VICE — PRESIDENT
CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS LANDSCAPE ARCHITECTS
06 -27 -00 — PMW
W000293 \LAYOUT \MP- 4SAN.DWG
PREPARED FOR:
CYPRESS SE]V\IO - 0
LI]JITED PA � T-I\\IER SHIP
PROPOSED STO-zM
SE WE'� S�'R
SCALE: 1 " = 60'
0 30 60 120
PREPARED BY:
IWEI" E
in 9EFGIFEERS
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i05b5 33. �Dii,EGE AVE., 1NDIANAPOLIS, IN 46280 ALLAN H. WEIHE, P.E., L.S.
(317) 846 -6611 (800) 452 -6408 PRESIDENT
❑ FAX: (317) 843 -0546 MICHAEL L. DeBOY, L.S.
VICE — PRESIDENT
CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS LANDSCAPE ARCHITECTS
06 -27 -00 - PMW
W000293 \LAY0UT \MP - 5STM.DWG
I PREPARED FOR:
C YP�A 'SS SEI\\TIOR
L IMI TED PA R Tl\\TER. SHIP
DRAINAGE DESIGN SHALL MEET THE
F01--l-OWING ALLOWABLE DISCHARGE RATES:
Q100 PROPOSED < Q10 EXISTING
Q2 PROPOSED < 02 EXISTING
Q 1 0 PROPOSED < Q 10 EXISTING
� DENOTES PROPOSED DRAINAGE
PATTER N
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SCALE: 1 " = 6 0'
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0 30 60 120
PREPARED BY:
IqEluiE E lj(31 EE
�� ❑ 10505 N. COLLEGE AVE., INDIANAPOLIS, IN 46280
(317) 846 -6611 (800) 452 -6408
FAX: (317) 843 -0546
:i
CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS
Sy D�Co
ALLAN H. WEIHE, P.E., L.S.
PRESIDENT
MICHAEL L. DeBOY, L.S.
VICE — PRESIDENT
LANDSCAPE ARCHITECTS
06 -27 -00 - PMW
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PROJECT DATA.
TOTAL 911M AREA:
018,740 S.F.)
16.5 ACES
TOTAL BU I LD I Ns COVERA&E:,
W1,410 S.P.)
*8%
`TOTAL. DWELLINGS UNITS:
254 UNITS TOTAL
-d
COMMON AREA RE- OUIRED:
&,IQO 5.F.
(254 UNITS X 55 S.F)
COMMON AREA PROVIDED:
2q,750 5.1=.
TOTAL PAVEMENT:
(115,246 5.f)
*20%
PARKING REQUIRED
176 SPACES
¢�
RES I DENT PARKING
156 5FACE5
(2/ EA. 5 UNITS)
EMPLOYEE PARK I NC
I SPACE/EMPLOYEE
PARK I NC PROVIDED
255 SPACES
(12) UNIVERSALLY ACCE55 i SLE SPACES
(58) CARPORTS
(25 %)
UNDISTURBED NATURAL ARIA A:
(508,000 5.F.)
TOTAL aREEN SPA :
(4OasOO 5.F)
5'7�
PERCENTAC E OF AREA TO TOTAL 51 TE AREA (ABOVW .
NO RV FARKINC7 ON SITE.
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JOB NUMBER
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