HomeMy WebLinkAboutTitle PageCONSTRUCTION
GENERAL— NOTES:
1. ALL SANITARY SEWER CONSTRUCTION ON THIS PROJECT MAY BE OF VITRIFIED CLAY SEWER
PIPE CONFORMING TO A.S.T.M. SPECIFICATION C- 700 -71T. AT OWNER'S OPTION TYPE P.S.M.
POLYVINYLCHLORIDE SEWER PIPE AND FITTINGS TYPE 1, GRADE CONFORMING TO A.S.T.M.
SPECIFICATION D -3033 AND D -3034 OR ACRYLONITRILE— BUTADIENE— STYRENE (ABS) SEWER
PIPE CONFORMING TO A.S.T.M. D- 2680 -79A AND D- 2751 -77A, MAY BE SUBSTITUTED.
JOINTS IN ALL PIPE SHALL CONFORM TO A.S.T.M. SPECIFICATION C- 425 -71. ALL SUBSEQUENT
A.S.T.M. REVISIONS SHALL APPLY.
2. ALL STORM SEWERS SHALL BE CONSTRUCTED WITH REINFORCED "ONCRETE PIPE CLASS III OR
AS NOTED AND CONFORM TO A.S.T.M. C -76 OR LATEST REVISION. ALL MANHOLES SHALL BE
PRECAST CONCRETE CONSTRUCTION IN ACCORDANCE WITH STATE OF INDIANA SPECIFICATIONS
AND SHALL HAVE TYPE "A" CAST IRON RING AND COVER.
3. JOINTS IN SEWER PIPE SHALL CONFORM TO A.S.T.M. SPECIFICATION C -425 OR LATEST REVISION.
4. SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH DETAIL SHC%WN.
5. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER PAVED SURFACES AND 10 FEET
BEYOND SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND COMPACTED BY APPROVED METHODS.
6. NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE WATER DR41NS MY BE CONNECTED TO THE
SANITARY SYSTEM, INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION.
7. ALL WATER MAINS TO BE PRESSURE TESTED FOR LEAKAGE AND STERILIZED IN ACCORDANCE
WITH DIRECTIONS FROM CARMEL WATER DEPARTMENT.
8. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE PRIOR TO PAVING.
9. ALL STREET CONSTRUCTION WITHIN THE LINES OF DEDICATED RIGHT —OF —WAY SHALL BE IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF CARMEL..
10. A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OF FILLS HAVE BEEN GRADED
SHALL BE SEEDED FOR SILT AND EROSION PROTECTION. AFTER GRADING ALL CONSTRUCTION
AREAS ARE TO BE SEEDED AS FOLLOWS:
A. SWALE SEEDING -- SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH:
5 Ib. PER ACRE 'REDTOP GRAS''
20 Ib. PER ACRE 'RYE GRASS'
20 Ib. PER ACRE 'BLUE GRASS'
25 Ib. PER ACRE 'TALL FESCUE' GRASS
600 Ib. PER ACRE 12 -12 -12 FERTILIZER.
B. CUT AND FILL SEEDING ALONG PAVED AREAS -- SEED AND FERTILIZE WITH:
15 Ib. PER ACRE 'BLUE GRASS'
20 Ib. PER ACRE 'RYE GRASS'
25 Ib. PER ACRE 'TALL FESCUE' GRASS
600 Ib. PER ACRE 12 -12 -12 FERTILIZER.
11. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES
AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE
CONTRACTORS' RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES
BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS
AND /OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIC? "�S FOUND ON THESE PLANS
OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
12. THE CONTRACTOR SHALL CHECK WITH THE ENGINEER PRIOR TO THE START OF ACTUAL
CONSTRUCTION TO VERIFY DATE OF PLANS.
13. ALL SLOPING TRANSITIONS TO BE STARTED OR TERMINATED A MINIMUM OF TWO FEET AWAY
FROM WALKS AND PAVEMENT.
14. SEE ARCHITECT'S FOUNDATION PLANS FOR ACTUAL BUILDING DIMENSIONS.
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DESCRIPTION
SHEET #
1
TITLE SHEET
2
EXISTING CONDITIONS
3
DEVELOPMENT PLAN
4
DETAILS
PLANS PREP -ARED FOR:
IOW COMPANY
TRAMMEL CRC
INDIANAPOLIS, INDIANA
PANS PREPARED BY:
WEIHE ENGINEERS, INC.
10505 N. CO�LEGE
INDIANAPOLIS, INDIANA 46280
CERTIFIED BY:
ALLAN H. WEIHE, Reg. P. E. — IND. #8827
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