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<br />Part of the Southeast Quarter of Section 31, T. 38 N.I R. 3 E.
<br />('Lots #5, #6 & #7 in the unrecorded plat of "Wolfe's South Bend Avenue Addition")
<br />Clay Township, City of South Bend, St. Joseph County, Indiana
<br />EXHIBIT ",'a"
<br />GENERAL. NOTES
<br />I ALL WORK TO COMPLY WITH LOCAL AND S-ATZ CODES & STANDARDS OF CONSTRUCTION.
<br />2. ALL TESTING REQUIRED BY GOVERNMENTAL AUTHORITIES IS TO BE PERFORMED BY TIIE CONTRACTR
<br />3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. QUANTITIES GIVEN ARE
<br />APPROXIMATE AND MUST BE VERIFIED. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER.
<br />4, THE CONTRACTOR MS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO THE START OF
<br />CONSTRUCTION.
<br />5. THE CONTRACTCR IS RESPONSIBLE FOR PROV,OING THE OWNER WITH AS -BUILT PLANS OF THE
<br />DESIGNATED IMPROVEMENTS.
<br />5. DETAILS AND SPECIFICATIONS SHOWN ON THIS DLAN ARE INTENDED TO COMPLIMENT THE PROJECT
<br />PLANS AND STANDARD DETA4.S. IN CASES OF CONFLICTS BETWEEN THESE PLANS AND OTHER
<br />SPECIFICATIONS. THE MORE RESTRICTIVE CASE APPLIES. UNLESS SPECIFICALLY OVERRIDDEN.
<br />7 CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES ON THE SITE AND RIGHT OF WAY PRIOR TO
<br />STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE
<br />UllL1T1ES \9ILL NOT BE DWAGCO OR DISTURBED. CONTRACTOR SHALL ALSO CONTACT ALL APPROPRIATE
<br />UTILITY COMPANIES, INCLUDING THE CITY OF SOUTH BEND, TO COORDINATE ALL UTILITY INSTALLATIONS.
<br />8. CONTRACTOR SHALL VERIFY LOCATION OF SANITARY AND WATER SERVICES TO THE BUILDING.
<br />9. GRANULAR BACKFILL MATERIAL IS REQUIRED IN ALL PIPE TRENCHES LOCATED UNDER PAVEMENT.
<br />BACKFILL SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
<br />MATERIAL REQUIREMENTS AND WATER, SANITARY, STORM NOTES
<br />1 SANITARY SEWER PIPING TO BE PVC ASTIR D3034 SOR35.
<br />2. ALL MANHOLES SHALL BE REINFORCED CONCRETE PRECAST (ASTIR C478).
<br />3. ALL SANITARY SEWERS SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH CITY STANDARDS
<br />PRIOR TO ACCEPTANCE BY THE OWNER - THE ENGINEER 5HALL WITNESS THE TESTS. COPIES OF THE
<br />TEST RESULTS SHALL BE FURNISHED TO 3HE OWNER. THE CITY AND THE ENGINEER.
<br />4 P.V.0 SANITARY SEWERS SHALL BE TESTED FOR DEFLECTION USING A MANDRELL WHICH IS 95%
<br />OF THE INSIDE DIAMETER OF THE PIPE, AS DEFINED IN THE APPLICABLE A.S.T M STANDARDS.
<br />ANY PIPE FAILING THE TEST SHALL BE RE -EXCAVATED AND REPLACED, SO THAT ALL COMPLETED
<br />PIPE PASSES A RETEST. THE DEFLECTION TEST SHALL BE PERFORMED NOT LESS THAN 30 DAYS
<br />AFTER BACKFILL OF THE TRENCHES. ALL OTHER DETAILS OF THE MANDRELL TESI SHALL BE IN
<br />ACCORDANCE WITH ' TEN STATES ' STANDARDS.
<br />5 ALL SANITARY SEWERS SHALL BE TESTED FOR INFILTRATION OR EXFILTRATION
<br />HYDROSTATICALLY, WITH A IAINIO-IM TESTING HEAD OF 2 FEET. TAKING INTO CONSIDERATION THE
<br />STATIC OROUNOWATER ELEVATION WON RESPECT TO 7HE PIPE AT THE TIME OF THE TEST. THE
<br />MAX'MLM AELOW'ABLE LEAKAGE SHALL Br 200 GALLONS PER DAY PER INCH DIAMETER PER MILE OF
<br />PIPE.
<br />5, THE RESULTS OF THE INFILTRATION/EXFILTRATION TEST ON THE COMPLETED SEWER SHALL BE
<br />SIiBMTTTED '0 DANCH, HARNER & ASSOCIATES, INC. WITHIN THREE WEEKS OF COMPLETION OF
<br />CONSTRUCTION.
<br />7. ALL SANITARY SEWER MANHOLES SHALL BE 'NSPECTED AFTER COMPLETION rCR GENERAL
<br />CONDITION, CRACKS. LEAKAGE OF GROUNDWATER OR OTHER DEFECTS. IF PORTIONS OF THE
<br />MANHOLES ARE ANTICIPATED TO BE EXPOSED TO STATIC GROUNDWATER AFTER COMPLETION, THE
<br />MANHOLE SHALL BE TESTED FOR WATER TIGHTNE55 IN ACCORDANCE WITH THE APPLICABLE
<br />PROVISIONS OF TEN STATES STANDARDS, LATEST EDITION. [REFER TO CITY OF SOUTH BEND
<br />STANDARD DETAIL SHEET WW-1]
<br />8. 'WATER AND SEWER LINES SHALL IAAiNTAIN A MINIMUM OF 10 FEET. MEASURED EDGE TO EDGE.
<br />HORIZD147AL SEPARATION. VERTICAL SEPARATION SHALL BE A MINI" OF 18 INCHES.
<br />affirm under the penalties of perjury, that
<br />have taken reasonable -care to redact each
<br />Social Security number in this document,
<br />unless reauired by law (name)
<br />PHONE. GAS & ELECTRIC & UT1U7'-. NOTES:
<br />1. CONTRACTOR IS TO UNCOVER AND CONFIRM ALL IAP LOCATIONS. IF DISCREPANC.ES
<br />EXIST, NOTIFY ENGINEER PRIOR TO COMMENCING 'WORK
<br />2. CONTRACTOR IS TO COORDINATE ALL UTILITY CONNECTIONS WITH THE APPROPRIATE
<br />UTILITY COMPANIES.
<br />3 ROUTINGS SHOWN ARE APPROXIMATE.
<br />4. CONTRACTOR IS TO COORDINATE AND ASSURE THAT ANY REQUIRED IRRIGATION
<br />SLEEVES ARE PLACED PRIOR TO PAVING.
<br />5. TELEPHONE, ELECTRIC AND TV ROUTINGS ARE TO BE COORDINATED WITH THE
<br />APPROPRIATE UTILITIES CONTRACTOR IS TO PRO`J1DE CONDUIT UNDER PAVED AREAS AS
<br />REQUIRED BY THE APPROPRIATE UTILITY.
<br />OFFSITE CONSTRUCTION NOTES:
<br />ALL WORK TO COMPLY WITH LOCAL AND STATE CODES & STANDARDS OF CONSTRUCTION
<br />2 THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRkOR TO THE START OF
<br />CONSTRUCTION.
<br />3 THE CONTRACTOR SHALL MATCH THE PREDOMINATE CURB DESIGN THAT CURRENTLY EXISTS, IF ANY, ALONG
<br />THE CONNECTING ROADWAYS,
<br />4. SLOPE NEW PAVEMENT TO MAINTAIN THE ROADWAY DRAINAGE PATTERN. RIGHT OF WAY DRAINAGE PATTERNS
<br />SHALL ALSO BE MAINTAINED.
<br />5. RIGHT OF WAY PAVEMENT SHALL BE BUILT IN ACCORDANCE WITH THE LATEST STANDARDS OF CITY OF
<br />SOUTH BEND.
<br />CITY OF SOUTH BEND, INDIANA PREVAILING SPECIFICATIONS LATEST EDITION,
<br />TO BE USED WITH THESE PLANS.
<br />SHEET WW-1 MANHOLES
<br />STANDARD DRAWINGS = SHEET WW-3 VERTICAL AND SLANT STACKS
<br />SHEET WW-6 PIPE REDOING DETAIL
<br />SHEET WW-8 PIPE
<br />R L. HARNER, L,S. # 910032
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