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PAUL 1. CRIPE, INC. •
ARCHITECTURE
NDSCAPE ARCHITECTURE QUALITY ASSURANCE:
•
7172 GRAHAM ROAD LAND PLANNING
• LAND SURVEYORS
INDIANAPOLIS, INDIANA 46250 • ENVIRONMENTAL CONSULTANTS DATE
(317) 842 -6777 FAX (317) 841 -4798 • TRANSPORTATION ENGINEERS
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DATE: DRAWING TITLE:
1 -16 -98
SCALE:
1 "= 20'
DATE: 04 -06 -1998 TIME: 07.22 FILE: N: \801
SITE PL j. v LEGUID
1i; :4,+11- ":: V-5, —$
BUILDING SETBACK LINE
EASEMENT LINE
RIGHT -OF -WAY -----
_..._- ._. .......
CENTERLINE
�- °---- -
FENCE
GUARD RAIL
— - --
DESCRIPTION
DETA!" SYMBOL
CHAIRBACK CURB AND GUTTER
- PV -1 =•
REVERSE SLOPE CHAIRBACK CURB
STRAIGHT CURB -
PV -18
ROLL CURB AND GUTTER
REVERSE SLOPE ROLL CURB
PY -4
C�
COMBINED WALK & CURB
VALLEY GUTTER
ACCESSIBLE PARKING SPACE
— PV -12 � &
ACCESSIBLE SIDEWALK RAMP
—
ACCESSIBLE SIDEWALK RAMP
— PV -13
PV-36A - PPOPOSED LIGHT DUTY
PAVEMENT
E-)36 - PPOPOSED HEAVY DUTY
PAVEMENT
DETAIL REFERENCE WITH
SHEET
REFEFOR c&
C703
AOIL
SITE WORK tiMAL MOTES AND SPECM kT"
NOTICES AND PISMS
1. THE CONTRACTOR SHALs BE RESPONSIBLE FOR OBTAIIIING, OR VERIFYING, THAT kk. u, R4'TS
AND APPROVALS ARE JBTAINED FROM THE 7ESPECTM: CITY. COUNTY AND STATE AGFNrIFS
pRiGIR TO 5lAi i
2.TT SHALL BE THE CONTRACTORS RESPONSIBILITY r0 I)ET&WINE THE EXACT !OCATI�JN "' AI.L.
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUC110N AREA PRIOR TO STARTING
CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR Tr MAINTAIN QUALITY
CONTROL THROUGHOUT THE PROJECT„ FAIT !!R; TC DO SC jAAY RESULT IN REMOVAL AND
M REPLACEMENT OF THE DEFE07[ WORK. IT IS RFC�xJMENDED THAT THE DEVELOPER HAVE A
I QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION,
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN COI IJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UP(N COMPLETION. THEREFORE, IT !S
NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE Elf THE CRY THAT CONSTRUCTION WAS
DONE IN COMPLIANCE WITH THESE PLANS AND SPECIE ICATIONS.
6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR,
7 FCPE Z CTTADMINISTRATION I ) L EEXCEEDING EXCAVATIONS.
NALRUL FR PAR 1926 SUBPART V APPLES 0 ALXCAVATIONS FIVE
(5) FEET IN DEPTH.
8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIOMAL ENGINEER.
9. LOCATIONS & ELEVATIONS OF `FLOODWAY LIMITS' AND '100 YEAR FLOOD LIMITS' ARE SHOWN
FOR REFERENCE ONLY, DEVELOPER /BUILDER /INDMDUA. LOT OWNER TO REFER TO NATIONAL
FLOOD HAZARD INSURANCE MAP (F.E.MA) TO DETER;4NE FLOOD HAZARD POTENTIAL PRIOR TO
INDIVIDUAL LOT /PROJECT CONSTRUCTION.
SITE PLAN NOTES-
1.ALL RADII AND STREET DIMENSIONS SHALL BE MEASUFED TO BACK OF CURB OR FACE OF
INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF
BUILDING FOUNDATION WALL.
2.ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (',I LOOT UNLESS OTHERWISE NOTED.
3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN VOR REFERENCE ONLY. SEE RECORD
SURVEYS AND PLATS FOR EXACT INFORMATION.
4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING; AND BUILDING DIMENSIONS.
5-ALL PARKING AREAS TO BE CURBED WITH CHAIRBACK CURB OR INTEGRAL CURB AND WALK AS
SHOWN.
6. ALL PARKING STALLS SHALL BE 10' X 20' OR 10' X 18' WHERE ADJACENT TO SIDEWALK OR
GRASS AREA. WHERE INTEGRAL CURB AND WALK IS {DJACENT TO A PARKING STALL, TWO (2)
FEET OF SIDEWALK SHALL BE UTILIZED AS PARKING AREA OVERHANG. PARKING STALLS ARE
DIMENSIONED TO THE FACE OF CURBS.
7.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS,
8. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTL RE LOCATIONS.
9.SEE SHEETS C303 AND C801 FOR DETAILS REFERENC:D,
LEML DESWTM
SITE PLAN
BLOCK 9 CSTP
PROJECT DATA-
PROJECT ADDRESS 525 122ND !'TREET
PROJECT AREA 5.66 ACRES
TOTAL PARKING SPACES 62
ACCESSIBLE SPACES ?
;Ar,PENTER REALTORS
DWG, TYPE FILE NUMBER SHEET:
JOB NUMBER C2Ql
8 0381 — 18���'