HomeMy WebLinkAbout03090025 St. Christopher Episcopal Church Exapnsion pg. CA
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(WORSHIP BLDG.)
±10,840 SQ.FT.
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EXISTING WOODED AREA TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION
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±117' -4"
PHASE 1
(CLASSROOMS BLDG.)
±7,250 SQ.FT.
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111 19 SPACES
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CONNECT DRIVE
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ASHPALT PARKING
68 SPACES
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131st Street
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PHASE 2
(FELLOWSHIP BLDG.)
±8,800 SQ.FT.
±89'-
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SITE PLAN 4 16 6 6
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GENERAL NOTES
1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND SHALL BE
RESPONSIBLE FOR VERIFYING LOCATION, SIZE, AND ELEVATION
OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC.
AS RELATED TO THEIR WORK. NOTIFY ARCHITECT /ENGINEER OF
ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF
WITH SUBSOIL CONDITIONS.
3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY 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
DOWNSPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE.
5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION;
CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENTS
DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT
SECTION THAT MEETS OR EXCEEDS THE EXISTING SECTION BY THE
CONTRACTOR DOING THE WORK.
6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCION
SHALL BE RESTORED TO ORIGINAL OR BEI I ER 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 LINES AND STRUCTURES SHALL BE
IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND
REGULATIONS.
10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY:
CONGDON ENGINEERING ASSOCIATES INC.
PROFFESSIONAL LAND SURVEYOR NO, 890004
\.t t�11 L It1 SUITE .t /y�C
3500 DEFAW BLVD., SUIT E 1 055
INDIANAPOLIS, INDIANA 46268
11. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING
UNDERDRAINS WITHIN LIMITS OF RIGHT -OF -WAY.
12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY
SEE D.O.T. STANDARD DETAILS.
13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR
EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
14. ALL HAW SHALL BE 5' UNLESS OTHERWISE HERWISE NOTED.
15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO
BASE LINES, PROPERTY LINES OR BUILDING LINES
UNLESS OTHERWISE NOTED.
17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS
OTHERWISE NOTED.
18. HANDICAPED RAMPS AND SIGNAGE SHALL BE IN
ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND
LOCAL CODES WHICHEVER HAS JURISDICATIONS. SEE SITE
PLAN FOR LOCAITON AND SITE DETAILS FOR SPECIFICATIONS.
19. 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.
20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE
ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED
ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE
CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE
CONTRACTOR MUST USE WATER OR OTHER ACCEPTABLE
METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM.
A+r+cnnecrs
Certified by
Date
Drawn
Sheet No.
WOOLLEN, MOLZM
AND PARTNERS, INC
A R C H I T E C T U R
47 South Pennsylvania Street Suite 1000 Indianapolis, IN 46
3174321484. 317.687.2064 (fax) www,woollenmolzan.c
Civil /Structural Engineers
MAO
Drawing Name
ARSEE ENGINEERS, INC.
9715 KINCAID DRIVE, SUITE 100
FISHERS, INDIANA 46038 -9459
Telephone: (317) 594 -5152
Fax: (317) 594 -9590
E -mail: lmodlin @arsee- engineers.con
Mechanical Electrical Plumbing Engineers
R.E. Dimond
and Associates, Inc.
Consulting Engineers
732 North Capitol Avenue
Indianapolis, Indiana 46204
Telephone: (317)634 -4672
Fax: (317)638 -8725
E -mail:
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REDESIGN
SITE PLAN
SEPTEMBER 4, 2003
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