HomeMy WebLinkAboutC3 Site Layout Plan10
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18.00'
18.00'
5.00'
27.79'
EX. TELEPHONE
24.00'
NEW. SAN. CLEANOUT
T.C.= 758.60
ONE STORY BRICK
OFFICE BUILDING
18,089 SQ. FT.
27.75'
5.00'
0002'00" W
124.55'
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LAYOUT NOTES:
O1 LIGHT DUTY BITUMINOUS PAVING.
0 HEAVY DUN BITUMINOUS PAVING.
0 CONCRETE SIDEWALK.
4O CONCRETE CURB.
cI:: ROLLED CONCRETE CURB AND GUTTER TO MATCH EXISTING.
0 CONCRETE CURB AND SIDEWALK. TRANSITION INTO CURB AND GUTTER.
07 CONCRETE CURB AND SIDEWALK.
0 20' X 28' DUMPSTER PAD. TRASH ENCLOSURE BY ARCHITECT.
0 TAPER LAST 6' OF CONCRETE CURB DOWN TO FLUSH WITH PAVEMENT.
10 HANDICAP LANDING.
0 GAS METER AND LINE BY GAS COMPANY. COORDINATE WITH GAS
COMPANY.
12 6" CONCRETE FILLED PIPE GUARD.(5' TALL)
0 HANDICAP PARKING SIGN.
14 HANDICAP PARKING SIGN. NOTED 'VAN ACCESSIBLE'.
15 PAINTED HANDICAP PARKING SYMBOL.
16 4" WIDE PAINTED PARKING LINES.(10'X18') (WHITE IN COLOR)
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SEE ARCHITECTURAL PLANS FOR
TRASH ENCLOSURE
7
7
TEMPORARY BENCHMARK IS A CUT CROSS
ON A NORTHEAST HEX NUT OF
FIRE HYDRANT.
ELEVATION 759.83
0
27' OF 6" SAN. LAT
PVCC�I .b9�
NOO °22'00 "E 578.77
FLOWLINE OF DITCH
0 PAINTED HANDICAP ACCESSIBLE AISLE.
0 MATCH LINE TO DEVELOPER PROVIDED PAVEMENT LIMITS.
0 PROPOSED TELEHONE LINE. COORDINATE WITH UTILITY CO.
0 6" SANITARY LATERAL (MIN. 1.0% SLOPE) TO EXISTING SANITARY MANHOLE
CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING MANHOLE. IF
UNABLE TO LOCATE EXISTING MANHOLE, INSTALL NEW SANITARY MANHOLE
PER DETAIL.
0 PROPOSED ELECTRIC LINE AND METER. COORDINATE WITH UTILITY
COMPANY.
PROPOSED WATER LINE BORE UNDER ROAD IF EXISTING LATERAL STUB
NOT FOUND. (SIZE BY MEP PLANS)
0 APPROXIMATE LOCATION OF EXISTING WATER LINE STUB. (SIZE UNKNOWN)
0 PAINTED PARKING ISLAND.
0 7" THICK (FIBER REINFORCED) CONCRETE DUMPSTER PAD.
0 SANITARY SEWER LATERAL CLEANOUT. TC= 758.60. INVERT IS TO BE
COORDINATED WITH MEP PLANS.
0 PARKING BARRIERS.
NEW WATER SERVICE. (SIZE BY MEP)
29 EXCAVATE AROUND AND DOWN TO THE INVERT OF EXISTING PIPES.
PROVIDE GRANULAR FILL BASED ON DETAILS 10, 11, 14, AND 23 (SHEET
C7)
30 RAMP
�1
CONNECT TO EXISTING MANHOLE
IF UNABLE TO LOCATE EX. M.H.,
INSTALL A NEW MANHOLE
WITH 1642A CASTING, MATCH
EXISTING INVERT
6
HEAVY BRUSH SCRUB
OR ��E
PL
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4' CONCRETE WALK
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0— RADIUS 158.00'
ARC 77.12'
RADIUS 137.00'
ARC 176.94'
QC N 15'52'48" W 45.11'
0 SLOPE
0'
O
LEGEND
O MH UTILITY MANHOLE
5
GAS SHUTOFF VALVE
WATER SHUTOFF VALVE
FIRE HYDRANT
GAS LINE MARKER
TELEPHONE PEDESTAL
POWER POLE
AERIAL ELECTRICAL LINES
WATER LINE
BURIED GAS LINE
HEAVY DUTY ASPHALT
PARKING:
72 10' X 18' SPACES
4 H.C. SPACES
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W
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4
6" STANDING CURB
W /GUTTER (TYP.)
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6" STANDING C
G— W GUTTER TYP.
APPRO
LINE PER UTILITY COMPANY REPRESENTATIVE
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XIMATE LOCATION OF 4" STEEL GAS
A
O
SOUTH LINE OF THE DEDICATION
OF RIGHT OF WAY PER 1NSTR.
NO. 87 -43509
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NOTE:
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NO. 95 -158, DATED MARCH 9, 1995.
CONCRETE WALK
APPROXIMATE LOCATION OF 4" PLASTIC GAS
L
APPROXIMATE LOCATION OF 2" PLASTIC GAS
LINE PER UTILITY COMPANY REPRESENTATIVE
LINE PER UTILITY COMPANY REPRESENTATIVE
GENERAL NOTES:
1. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR FACE OF BUILDING.
2. ALL RADII ARE 3' UNLESS NOTED OTHERWISE.
3. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING DIMENSIONS.
DO NOT STAKE BUILDING FROM THESE PLANS.
4. DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL
FIELD LAYOUT COORDINATES.
5. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
6. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO EAST PROPERTY LINE
UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBILE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPENCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD
CONDITIONS, THE CONTRACTOR SHALL NOTIFY A/E IMMEDIATELY.
8. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS
NECESSRY.
9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS
WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM
TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS, AFTER CONSTRUCTION
WORK IS COMPLETE.
DOSING
BULDN6 5
THE BOUNDARY SHOWN ON MIS TOPOGRAPHIC SURVEY WAS
TAKEN FROM A PLOT PLAN AND LEGAL DESCRIPTION PREPARED
BY WEIHE ENGINEERS FOR DAN YOUNG CHEVORLET AS JOB
SAID SURVEY SHOULD BE REVIEWED REGARDING ANY QUESTIONS
CONCERNING THE PERIMETER BOUNDARY AS SHOWN UPON
THIS SHEET.
SOO'22'00 'W (ASSUMED BEARING) 1255.00'
2
S3
OWING 1
0 15' 30
I
SCALE: 1" 30'
NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST
BUILDING LOCATION MAP
PLEASE CALL "HOLEY MOLEY"
1- 800 -382 -5544
TOLL FREE
60
BENCHMARK INFORMATION:
TEMPORARY BENCHMARK
FINISH FLOOR ELEVATION OF BUILDING
NO. 3 (ACROSS STREET)
ELEVATION 760.00
TEMPORARY BENCHMARK
CUT CROSS ON A NORTHEAST FIRE
HYDRANT ON WEST SIDE OF
PROFESSIONAL DRIVE.
ELEVATION 759.83
"DON'T DIG BLIND'
"IT'S THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
CALL 1 -800- 382 -5544
2 WORKING DAYS BEFORE YOU DIG.
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
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ALLAN H. WEIHE P. 8827
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