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801.:3
fl
1e 1st!'
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NOM i.M 60, 7•
799.76
799.43
':798'14.
•7.7.84'
7'8.7.1
FFE.• 796 75
Bench Mork Devotion
'Moir Entronce"
FFE: 799.28
FFE: 795. 75
"5h o:vn t r J
not r,eI -1 s •i
EXISTING
BUILDING
799.1
795.74
794.91
794.41
794.20
793.7
795.10
794.6
793.58
792.64
794.06
799::0
,FFE=801.75
INSTA
.79&751
HDPE ROOF
DRAIN O 1.0%
MIN.
C��
1 HOPE ROOF fi N
494,76
734 :43
:7g4,7
79 :70
799.1
:79'4:0
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II
M�r
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KC NE
1' rid
STM Rii
4 ir i'a HD P E ROOF AU N m t.t7rzq
HDPE Rat
la: sl
-..a DRAIN 1.g
Fa 111 1 -vp. 797,81 �1
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PROPOSED,
BUILDING
EXPANSIO�V
4
gi p°
IAS TALL 5
FFE =aoo:
797 9D-
WADI
NOIX
797.83
797.33
97.93
+796.00
4
794 793
796.02
795.69
796.49
797.5
795.80
96.49
795.99
97.71
797.71
798,51
797.77
797.77
797.90
797.40
798.11
ti 97.0
PAVED 1
N R -3405
,q TC_7
1g' NV*7 .40
795.45
794.64
796.20
796.25
795.75
792.83
793,16
792.66
7'93.86
793.73
793.93
793.60
95.08
tZ T.r'f
m l s
79 :29
9.5.79
98; •5.
794.93
:'794.4°4:
r
NNI J
1111 PIP. E
11:1111 t CT Iltr L16LSi
797.62
797.12
796`5.
797: 30
/96.3
796.7
79b.69
grzcs
tV3i r: i
.21 796.5
795:93
795.43
797 :24
796 91
795.4
wro
INV E =78 .9
10 MI
795.26
0 '1
F' -0'D.a
.197.07
E.S.
=785
WET RETENTION -801N
TOP YF BANK=792.48 791
NORMAL POOL ELEVATION 789.35
100yt. FLOOD ELEVATION= 791.97
OUTLET INV= 789.35
'1 0/
1
'p 93 1�3 143 1`
NORMAL Pi _tivemmh..
x Ix
EVETMENT RIP RAP ON
ALTER FABRIC
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M 111
El: 797.18
N 89'48'23' W
400. GO'
5 89'48'23" E
400.00'
f
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h q,
1'
9�
1 95 q y ICJ 1 7J7.74
1 79.7.4'4
4.
19 1q
19 5. 1 y
f ast 1 31st :Street
12
LXiSTIVG .WALK
EASEMENT
(15' MIN
31
NORM
POND
�I+
1 00 '1EAR
L POOL
MA?i
10' MIN
i
CROSS SECTION
(NO SCALE)
CONSTRU
4
R LTLTIZ'N LfS
793.09
792.76'
EASEMENT
(15' MIN.)
'EMERGENCY
SPILLWAY AT
�0 TEAR
$t1N LIMITS .1
1 5 X12" RCP
PIPE EXTENSION 1 4 11 1 q� A
N 89'48'23" W
400.00' 1g2yh
S 89'48'23" E qa 5 1
41 AM'
1 1,1
1
1
O yh B^
19 1 1 10 14
`o.
�te c r $41r li IRPIO �•i0r •TIr" •91
1 V,Wi e.tiii lV`1M /il 11� Fµ11410:
100 YR 791.97
10 YR 791.02
2 YR 790.32
NORMAL POOL 789.35
q ate is` f'
-s.,' 4
1
1q
-f-
ELEV 790.00
GROUT
INSTALL TRASH BAR
GUARD (SEE
MANUFAC'URES FOR
D -AILS, TYP.)
792.00
+INV.789.35
3 g3
795
T 9F 12" RCP PIPE EVEN**
NEENAH FRAME AND
GRATE R- 4215 -C
111 I II I I
II 111
6.5"
Xfmr
1q'
NOTE: INSTALL NEENAH R- 3701 -15
CATCH BASIN TRAP
INLET BASE SET
ON 6" OF #2 STONE
POND OUTLET STRUCTURE #707 DETAIL
(NO SCALE)
1a
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9
7
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1PF "Weihe"
GENERAL GRADING NOTES:
1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (I N DOT) STANDARD SPECIFICATIONS, 1995 EDMON, FOR BASIC
MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE
REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE I N DOT STANDARD SPECIFICATIONS MAY ALSO
BE APPLICABLE.
2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES.
EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL
SHAU_ BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL
MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. kL FILL BENEATH PAVED AREAS, FLOOR SLABS AND
FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD
COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE
IN ACCORDANCE WITH INDOT SECTION 211,
3. MAXIMUM LAWN SLOPE IS 3:1.
4. 11-IE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS SERVICE LINES, ETC. IN THE
AFFECTED CONSTRUCTION AREA, EXISTING UTIUTY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE
INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBIUTY OF THE CONTRACTOR.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6. COMPACTED "B" BORROW BACK FILL KO 'D. OVER ALL UTIUTIES IN PAVED AREAS.
7. ALL GRADES AT BOU NDARY SHALL MEET EXISTING,
8. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED
WITH GRANULAR MATERIAL.
9. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COM PUANCE WITH 0.S.H.A. STANDARDS FOR WORKER SAFE I Y.
10. THE CONTRACTOR SHALL CONFIRM AL_L EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION IF AN EXCESS
OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE
REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTFI.
11. PROVIDE POSMVE DRAINAGE WITHOUT PON DING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND
BENCHMARK AND HORIZONTAL CONTROL:
TEMPORARY BENCHMARK #1 CUT "SQUARE" ON SOUTH SIDE OF THE TOP OF THE
CONCRETE BASE OF LJGHT STANDARD LOCATED 18 FT SOUTH OF NORTH PROPERTY LINE
AND 207 FT.± EAST OF CENTER LINE OF GRAY ROAD.
ELEVATION 802.04
TEMPORARY BENCHMARK #2 CUT "CROSS" ON NORTH HEX NUT OF FIRE HYDRANT LOCATED
28 FT.± NORTH OF CENTER LINE OF 131st STREET AND 112 FT.± EAST OF CENTER LINE OF
GRAY ROAD.
ELEVATION 797.48
TEMPORARY BENCHMARK #3 CUT "CROSS" ON NORTH/NORTHEAST HEX NUT OF FIRE
HYDRANT LOCATED 36 FT.± NORTH OF CENTER UNE OF 131st STREET AND 250 FT WEST
OF EAST PROPERTY UNE.
ELEVATION 794.05
0
0
0
CO
EMM EMS EMM MME EM
STM
GAS
TC
I NV
RCP
C MP
PVC
SSD
TOC
GUT
TBM
WV
POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO
"BIRDBATHS" OF MORE THAN 1 /8" IN DEPTH SHALL BE PERMI I I L.D.
ANY AREAS THAT HOLD WATER MORE THAN 1/8'' DEEP SHALL BE
CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO
THE OWNER/ DEVELOPER/ OR ENGINEER.
LEGEND
EXIST. FRE HYDRANT
EXIST. WATER METER/VALVE
EYIST. SIGN
EXIST. MONITOR WEL1
EXIST. IRON PIN OR PK (SET/FOUND)
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. STORM/SAN/TELE. MANHOLE
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. GUY ANCHOR
EXIST. TELTHONE PEDESTAL
EXIST. MANHOLE
EXIST. CLEANOUT
EXIST. SANITARY SEWER UNE
EXIST. STORM SEWER UNE
EXIST. CONTOURS
PIPE END SECTION
RIGHT-OF-WAY UNE
PROPOSED SANITARY SEWER UNE
PROPOSED STORM SEWER UNE
PROPOSED 6" HDPE ROOF DRAIN
PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
DRAINAGE FLOW ARROW
WATER UNE
GAS UNE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE/INLET)
REINFORCED CONCRETE PIPE
CORRUGATED MEML PIPE
POLYVINYL CHLORIDE PPE
STRUCTURE
MATCH EXISTING GRADE
SUB-SURFACE DRAINAGE
TOP OF CURB
GUTTER
OVERHEAD UTILITY UNE
OVERHEAD TELEPHONE
TEMPORARY BENCHMARK
WATER VALVE
0 20 40 80
2 WORKING DAYS
BEFORE YOU DIG.
"IT'S THE LAW
MOM UNDERGROUND. PROMCDON simvP:E.
THE LOCATIONS OF ALL EXISTING UNDERGROUND IJTILJTIES SHOWN ON
THis PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING.
BUT NOT LASTED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE
UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE.
THERE MAY ALSO BE OTHER EXISTING UNDERGROUND unLmEs FOR
WHICH TFIERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0
SAID DOSTING UNDERGROUND IMLMES SHALL. BE VERIFIED BY THE
CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
SCHMIDT
ASSOCIATES
Wil-Fra-Mar Building
320 East Vermont Street
Indianapolis, IN 46204-2126
317-263-6226
Fax: 317-263-6224
Project No. 2003-032 W03.0545
Project Date 04.16.2004
Produced
Revision Dote
REVISIONS PER OMER'S COMMENTS 08-11-2004
These Drawings and Specification% and all copies thereof ore and
shall remain the property and copyright of the Architect They shall
be used only with respect to this Pmject and are not to be used on
any other Project or Work without prior written permission from
the Architect.
(10200392
C: 14 8t
JAMES K. SHINNEMAN P.E. 10200392
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C103