HomeMy WebLinkAboutpg 02 of 10 Site & Utilities PlanREQUIRED PARKING SPACES
1 SPACE PER 1000 SQFT. OF OUTDOOR STORAGE AREA
42,482 SQFT. PAVEMENT /1000 SQFT. 42.48
TOTAL REQUIRED SPACES 43
43
TOTAL SPACES
149
SEW A
CAR IN
LEGEND
2' ROLL CURB W ❑UT GUTTER
4" WHITE TRAFFIC STRIPPING
PARKING SPACES
2
0
1
0
0
Ex.
TC=740.85
E. 8" INV. IN= 731.74
Ut
GRAPHIC SCALE
IN FEET
1 inch 20 ft.
NOTE:
Contractor to contact Carmel Utilities for Sanitary Sewer and Water Main
Locates before any construction can begin. (317) 571 -2648
6( U E.
i
HAM G-30
TC= 740.
INV. IN=733.12
W. 8" INV. OUT= 733.08
BENCHMARK
ANBAmlf23DPL91]E3 S 3PINCl8 T. EMSOF01811411ESNCIRMADET OF
MARION HAMILTON COUNTY UNE ON SR -431. 2.8 MILES SOUTH
OF SR -234. GREENFIELD DISTRICT. ELEVATION OF 773.50'.
TBM #1
5/8" REBAR WITH CAP, SET, LOCATED
3.9 FEET NORTH OF NORTH CURB UNE OF E. 9611H STREET AND
3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE
SUBJECT EAST UNE ELEVATION OF 754.38'.
TBM #2
MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET
EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 753.78'.
TBM #3
MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET
EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 751.09'.
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Date
No.
880573
.o STATE OF Q
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Revision
08/17/04
1"
Land Description
LOT 3 OF THE EAST 96TH STREET AUTO
PARK SUBDIVISION
Site Address
4620 E. 96TH Street
INDIANAPOLIS, IN 46260
falcon
ENGINEERING, INC.
13110 Promise Road, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
GENERAL SITE NOTES
1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBIUTY TO
VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES,
PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF
ANY CONFUCT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS,
PRIOR TO THE START OF CONSTRUCTION.
2. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACQUAINT HIMSELF WITH SUBSOIL
CONDITIONS.
3. THE PLANS SHOW 11-IE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE
UMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE
VARIOUS U11UTY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS
EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR.
THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.
4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL
PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS,
WATER UNES, GAS UNES, TRANSFORMER'S PAD OR POLE, ETC.
5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF
CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL
BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE
EXISTING SECTION BY THE CONTRACTOR DOING THE WORK.
6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE
RESTORED TO ORIGINAL OR BETTER CONDITION.
7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES
SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.
8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION
PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE
EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION.
9. CONSTRUCTION OF ALL SEWER UNES AND STRUCTURES SHALL BE IN
ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS.
10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: Roger Ward Engineering, Inc.
11. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING UTILITIES M1HIN UMITS OF
CONSTRUCTION.
12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY SEE D.O.T. STANDARD DETAILS.
13. ALL DIMENSIONS SHALL BE TO THE BACK OF CURB OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED.
15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE UNES, PROPERTY
UNES OR BUILDING LINES UNLESS OTHERWISE NOTED.
17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED.
18. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
STATE, CITY OR LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE
PER THE DIRECTION OF THE GOVERNING AGENCY.
19. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT,
GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBUC OR PRIVATE
STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF
NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXCEPTIBLE
METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.
20. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING.
21. THIS SITE IS CURRENTLY UNDER CONSTRUCTION. EXISTING ELEVATIONS AND
UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. VERIFY ALL
ELEVATIONS COORDINATE WITH THE ENGINEER FOR ANY DISCREPANCIES.
22. TRACER WIRE MUST BE INSTALLED WITH ALL WATER MAIN IN CARMEL. WARNING
TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN.
23. POSI -CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATION.
Design By
MFH
"DON'T DIG BLIND"
"IT'S THE LAW"
Site Utilities Plan
INDIANA UNDERGROUND PROTECTION SERMCE, NC.
Call 1-800-382-5544
2 Working Days
Before You Dig.
Tom Wood Jaguar Parking
Carmel, Clay Township,
Drawn By
MFH
Hamilton County, Indiana
Checked By
AES
Approved By
AES
Date
Job N
Scale
Sheet No.
August 4, 2004
159.0
1 =20'
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