HomeMy WebLinkAboutAce Hardware at VOWC Full SetSheet List Table
Sheet Number Sheet Title
C1.0 COVER SHEET
1 OF 2 ALTA - LAND SURVEY
2 OF 2 ALTA - LAND SURVEY
C2.0 GENERAL NOTES AND TYPICAL SECTIONS
C3.0 EXISTING CONDITIONS AND DEMOLITION PLAN
C4.0 SITE PLAN
C5.0 GRADING PLAN
C5.1 FLOOD ROUTING PLAN
C6.0 UTILITY PLAN
C6.1 STORM PLAN AND PROFILES
C6.2 STORM PROFILES AND OFF-SITE IMPROVEMENTS
C7.0 PRE-CONSTRUCTION EROSION CONTROL PLAN
C7.1 POST-CONSTRUCTION EROSION CONTROL PLAN
C7.2 EROSION CONTROL DETAILS
C7.3 STORMWATER POLLUTION PREVENTION PLAN
C8.0 CONSTRUCTION DETAILS - 1
C8.1 CONSTRUCTION DETAILS - 2
C8.2 CONSTRUCTION DETAILS - 3
C9.0 SPECIFICATIONS
PROJECT
LOCATION
PROJECT
LOCATION COVER SHEET C1.0
R
PER INDIANA STATE LAW IC8-1-26.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION
SERVICE TWO (2) WORKING DAYS BEFORE
COMMENCING WORK.
CALL TOLL FREE
1-800-382-5544
CALL 2 WORKING DAYS BEFORE YOU DIG
N.T.S.
LOCATION MAP VICINITY MAP
REVISIONS
# SHEET # REMARKS DATE
ORIGINAL PLAN DATE: 02/14/2023
N.T.S.
SITE IMPROVEMENT PLANS
for
ACE HARDWARE
Village of WestClay
2425 HARLESTON ST
CARMEL, INDIANA 46032
PROJECT NO: 12357
1 ALL SHEETS REVISIONS PER TAC REVIEW 06/05/2023
DEVELOPER
KENNMAR
5253 WEST 16TH STREET
SPEEDWAY, IN 46224
(317) 374-8594
bbenge@kennmar.com
ARCHITECT
OVALIS
5253 WEST 16TH STREET
SPEEDWAY, IN 46224
(317) 527-6272
jmiller@ovalis.com
UTILITY CONTACTS
UTILITY
STORM SEWER 317-571-2441
COMPANY CONTACT PHONE NO.
SANITARY SEWER
WATER
GAS
ELECTRIC
COMMUNICATIONS
CITY OF CARMEL
TRICO REGIONAL SEWER
CITY OF CARMEL
CENTERPOINT ENERGY
DUKE ENERGY
AT&T
JOHN THOMAS
RYAN HARTMAN
STEVE COOK
CHAD MILLER
DAMON DAVERS
WENDY NOBLE
317-844-9200
317-733-2849
317-776-5590
317-776-5365
317-403-6673L1.0 LANDSCAPE PLAN 3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C1.0 COV
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2PLANNING CITY OF CARMEL ANGIE CONN 317-571-2417
SITE INFORMATION
PROPERTY AREA: 1.76 ACRES
DISTURBED AREA: 1.76 ACRES
ZONING: PUD - VILLAGE OF WESTCLAY
FRONT SETBACK: 10'
SIDE SETBACK: 10'
REAR SETBACK: 10'
SURVEYOR
SCHNEIDER GEOMATICS
8901 OTIS AVENUE
INDIANAPOLIS, IN 46216
317-826-7100
RLee@schneider.schneidergeomatics.com
BLOCK B IN THE VILLAGE OF WESTCLAY, SECTION 6003-B, THE PLAT
THEREOF RECORDED AS INSTRUMENT NO. 2007013950, IN PLAT CABINET 4,
SLIDE 264, AS CORRECTED BY CERTIFICATE OF CORRECTION RECORDED
FEBRUARY 27, 2019, AS INSTRUMENT NO. 2019006936, IN THE OFFICE OF
THE RECORDER OF HAMILTON COUNTY, INDIANA.
LEGAL DESCRIPTION BUILDER TO CONTACT WESTCLAY OA 317-574-1164 TO COORDINATE
FLAGGING OF THE WESTCLAY PRIVATE UTILITIES. BUILDER WILL BE
RESPONSIBLE FOR DAMAGES TO STREET LIGHT WIRING AND PROJECT
IRRIGATION SYSTEM CAUSED BY CONTRACTORS. PLEASE CALL 48 HOURS
PRIOR TO START OF CONSTRUCTION TO ASSURE LOCATES ARE COMPLETED
PRIOR TO EXCAVATION
CIVIL ENGINEER
SPACEO, INC.
3850 PRIORITY WAY SOUTH DRIVE, SUITE 110
INDIANAPOLIS, IN 46240
317-779-2194
dreynolds@spacecoinc.com
2 C6.0 ADDENDUM 2 07/07/2023
3 ISSUED FOR CONSTRUCTION 07/07/2023ALL SHEETS
4 BULLETIN 2 07/25/2023ALL SHEETS
08/14/23
1.5" HMA SURFACE COURSE
2.5" HMA INTERMEDIATE COURSE
6" AGGREGATE BASE COURSE, #53 STONE
COMPACTED SUBGRADE
N.T.S.
1
2
3
1.5" HMA SURFACE COURSE
3.5" HMA INTERMEDIATE COURSE
8" AGGREGATE BASE COURSE, #53 STONE
COMPACTED SUBGRADE
N.T.S.
1
2
3
1 2 3 4
1 2 3 4
N.T.S.
A. ALL PAVEMENT CONSTRUCTION SHALL CONFORM TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARDS;
AND IN ACCORDANCE WITH THE LATEST EDITION OF THE CODE OF THE CITY OF CARMEL; EXCEPT AS MODIFIED HEREIN. IN
CASE OF CONFLICT, MUNICIPAL CODE SHALL TAKE PRECEDENCE.
B. ALL SANITARY SEWER AND WATERMAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR
THE RESPECTIVE UTILITY COMPANIES, THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM), AND TEN STATES
STANDARDS FOR SEWAGE WORKS, LATEST EDITION.
C. ALL SIDEWALK AND PUBLIC AREAS MUST BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS.
D. THE CITED STANDARD SPECIFICATIONS, CODES AND PERMITS, WITH THESE CONSTRUCTION PLANS AND DETAILS, ARE
ALL TO BE CONSIDERED PART OF THE CONTRACT. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE
THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE CONSIDERED A PART OF THIS CONTRACT.
1. REFERENCED CODES
2. UTILITY LOCATIONS
A. THE UTILITY COMPANIES HAVE BEEN CONTACTED IN REFERENCE TO UTILITIES THEY OWN AND OPERATE WITHIN THE
LIMITS FOR THIS PROJECT. DATA FROM THESE AGENCIES HAS BEEN INCORPORATED INTO THE PLANS. IT IS,
HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM OR ESTABLISH THE EXISTENCE OF ALL UTILITY
FACILITIES AND THEIR EXACT LOCATIONS, AND TO SAFELY SCHEDULE ALL UTILITY RELOCATIONS. FOR ADDITIONAL
INFORMATION, THE AGENCIES LISTED ON THIS SHEET MAY BE CONTACTED.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN THE
FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF
THESE FACILITIES. THE ENGINEER DOES NOT WARRANT THE LOCATION OF ANY EXISTING UTILITIES SHOWN ON THE
PLAN. THE CONTRACTOR SHALL CALL 811 OR 1-800-382-5544 AND THE MUNICIPALITY, FOR UTILITY LOCATIONS.
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE MUNICIPALITY FORTY-EIGHT (48) HOURS PRIOR
TO STARTING ANY CONSTRUCTION.
C. EASEMENTS FOR THE EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC RIGHTS-OF-WAY
ARE SHOWN ON THE PLANS ACCORDING TO AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITY LINES AND THEIR PROTECTION FROM DAMAGE
DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED WHICH
CONFLICT WITH LOCATIONS OF THE NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO
THAT THE CONFLICT MAY BE RESOLVED.
A. OWNER SHALL OBTAIN EASEMENTS AND PERMITS NECESSARY TO FACILITATE CONSTRUCTION OF THE PROPOSED
UTILITIES. THE CONTRACTOR, HOWEVER, SHALL FURNISH ALL REQUIRED BONDS AND EVIDENCE OF INSURANCE
NECESSARY TO SECURE THESE PERMITS.
B. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE AND STATUS OF ALL UTILITY RELOCATION WORK
PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THAT
CONSTRUCTION OPERATIONS DO NOT INTERFERE WITH UTILITY FACILITIES AND RELOCATION WORK. THE SCHEDULE
SHOULD REFLECT CONSTRUCTION SEQUENCING WHICH COORDINATES WITH ALL UTILITY RELOCATION WORK. THE
CONTRACTOR SHALL BE REQUIRED TO ADJUST THE ORDER OF ITS WORK FROM TIME TO TIME, TO COORDINATE SAME
WITH UTILITY RELOCATION WORK, AND SHALL PREPARE REVISED SCHEDULE(S) IN COMPLIANCE THEREWITH AS
DIRECTED BY THE OWNER.
C. THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO
THE START OF ANY OPERATION REQUIRING COOPERATION WITH OTHERS. AT&T SHALL BE CONTACTED ONE
MONTH PRIOR TO START OF CONSTRUCTION IN ITS UTILITY AREAS. ALL OTHER AGENCIES, UNLESS OTHERWISE
NOTED, SHALL BE NOTIFIED IN WRITING BY THE CONTRACTOR TEN (10) DAYS PRIOR TO THE START OF ANY SUCH
OPERATION.
3. UTILITY COORDINATION
4. NO PLAN SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR CONSTRUCTION". PRIOR TO
COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE
WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IN ADDITION, THE CONTRACTOR MUST VERIFY THE ENGINEER'S
LINE AND GRADE STAKES. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE
MUST IMMEDIATELY REPORT SAME TO ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES
FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS AND/OR
SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE ENGINEER PRIOR TO PROCEEDING
WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION,
THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY
DOUBT OR QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR
SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL AND CONCLUSIVE.
5. ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS, UNLESS OTHERWISE SPECIFIED.
6. UPON AWARDING OF THE CONTRACT, AND WHEN REQUIRED BY THE MUNICIPALITY OR OWNER, THE CONTRACTOR SHALL
FURNISH A LABOR, MATERIAL AND PERFORMANCE BOND IN THE AMOUNT REQUIRED GUARANTEEING COMPLETION OF THE
WORK. THE UNDERWRITER SHALL BE ACCEPTABLE TO THE MUNICIPALITY OR OWNER, AS APPROPRIATE.
7. THE CONTRACTORS SHALL PLAN THEIR WORK BASED ON THEIR OWN BORINGS, EXPLORATIONS AND OBSERVATIONS TO
DETERMINE SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED WORK. HOWEVER, IF THE OWNER HAS A SOILS
REPORT, THE RESULTS WILL BE AVAILABLE FROM THE OWNER UPON WRITTEN REQUEST.
8. CONTRACTOR SHALL VIDEO TAPE WORK AREA PRIOR TO CONSTRUCTION FOR THE PURPOSE OF DOCUMENTING EXISTING CONDITIONS.
9. COMMENCING CONSTRUCTION
A. THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR HIS REPRESENTATIVE AND THE AFFECTED GOVERNMENTAL
AGENCIES IN WRITING AT LEAST THREE FULL WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN
ADDITION, THE CONTRACTOR SHALL NOTIFY AS NECESSARY, ALL TESTING AGENCIES, EITHER MUNICIPALITY'S OR THE
OWNER'S, SUFFICIENTLY IN ADVANCE OF CONSTRUCTION. ALL MATERIAL TESTING SHALL BE THE RESPONSIBILITY AND
EXPENSE OF THE CONTRACTOR. THE TESTING AGENCY SHALL MEET THE APPROVAL OF THE OWNER.
B. FAILURE OF CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN TESTING COMPANIES TO BE
UNABLE TO VISIT SITE AND PERFORM TESTING WILL CAUSE CONTRACTOR TO SUSPEND OPERATION (PERTAINING TO
TESTING) UNTIL TESTING AGENCY CAN SCHEDULE TESTING OPERATIONS. COST OF SUSPENSION OF WORK TO BE
BORNE BY CONTRACTOR.
10. ALL CONTRACTORS SHALL KEEP ACCESS AVAILABLE AT ALL TIMES FOR ALL TYPES OF TRAFFIC. AT NO TIME SHALL
ACCESS BE DENIED TO ADJACENT PROPERTIES.
11. THE CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. ANY STAKES
DESTROYED OR DISTURBED BY THE CONTRACTOR PRIOR TO THEIR USE SHALL BE RESET BY THE DEVELOPER'S ENGINEER
AT CONTRACTOR'S COST.
12. ANY EXISTING SIGNS, LIGHT STANDARDS AND UTILITY POLES WHICH INTERFERE WITH CONSTRUCTION OPERATIONS AND
NOT NOTED FOR DISPOSAL SHALL BE REMOVED AND RESET BY THE CONTRACTOR AT HIS OWN EXPENSE AS SHOWN ON
THE ENGINEERING PLANS OR AS DIRECTED BY THE DEVELOPER. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE SATISFACTION OF THE OWNER. ANY SIGNS NOT REQUIRED
TO BE RESET, SHALL BE DELIVERED TO THE RESPECTIVE OWNERS.
13. REMOVAL OF SPECIFIED ITEMS, INCLUDING BUT NOT LIMITED TO, PAVEMENT, SIDEWALK, CURB, CURB AND GUTTER,
CULVERTS, ETC. SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR AT HIS OWN EXPENSE. THE CONTRACTOR IS RESPONSIBLE
FOR ANY PERMIT REQUIRED FOR SUCH DISPOSAL.
14. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM
SEWER SYSTEM OR SHALL BE RESTORED TO PROPER OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD
TILE OR DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TO THE ENGINEER,
DEVELOPER OR MUNICIPAL ENGINEER UPON COMPLETION OF THE PROJECT. THE COST OF THIS WORK SHALL BE
CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY ON THE JOB.
16. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL CONSTRUCTION DEBRIS, EXCESS MATERIALS, TRASH, OIL AND
GREASE RESIDUE, MACHINERY, TOOLS AND OTHER MISCELLANEOUS ITEMS WHICH WERE NOT PRESENT PRIOR TO
PROJECT COMMENCEMENT AT NO ADDITIONAL EXPENSE TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ACQUIRING ANY AND ALL PERMITS NECESSARY FOR THE HAULING AND DISPOSAL REQUIRED FOR CLEAN-UP AS DIRECTED
BY THE ENGINEER OR OWNER. BURNING ON THE SITE IS NOT PERMITTED.
17. ALL EXISTING UTILITIES OR IMPROVEMENTS, INCLUDING WALKS, CURBS, PAVEMENT AND PARKWAYS DAMAGED OR
REMOVED DURING CONSTRUCTION SHALL BE PROMPTLY RESTORED TO THEIR RESPECTIVE ORIGINAL CONDITION. THIS
WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNLESS SPECIFICALLY NOTED ON THE PLANS.
18. TREES NOT MARKED FOR REMOVAL SHALL BE CONSIDERED AS DESIGNATED TO BE SAVED AND SHALL BE PROTECTED.
19. LIMB PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT MEETING THE OWNER'S
APPROVAL AND SHALL BE UNDERTAKEN IN A TIMELY FASHION SO AS NOT TO INTERFERE WITH CONSTRUCTION.
20. ALL LIMBS, BRANCHES, AND OTHER DEBRIS RESULTING FROM THIS WORK SHALL BE DISPOSED OF OFF-SITE BY THE
CONTRACTOR AT HIS OWN EXPENSE OFF-SITE.
21. ALL CUTS OVER 1" IN DIAMETER SHALL BE MADE FLUSH WITH THE NEXT LARGE BRANCH. WOUNDS OVER 1" IN DIAMETER
SHALL BE PAINTED WITH AN APPROVED TREE PAINT.
22. GENERAL EXCAVATION/UNDERGROUND NOTES
A. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH CODES AND ORDINANCES HAVING JURISDICTION. SHORE AND BRACE WHERE SLOPING
IS NOT POSSIBLE EITHER BECAUSE OF SPACE RESTRICTIONS OR STABILITY OF MATERIAL EXCAVATED. MAINTAIN SIDES AND SLOPES OF
EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING.
B. PROVIDE MATERIALS FOR SHORING AND BRACING, SUCH AS SHEET PILING, UPRIGHTS, STRINGERS AND CROSS BRACES, IN GOOD
SERVICEABLE CONDITION. PROVIDE MINIMUM REQUIREMENTS FOR TRENCH SHORING AND BRACING TO COMPLY WITH CODES AND
AUTHORITIES HAVING JURISDICTION. MAINTAIN SHORING AND BRACING IN EXCAVATIONS REGARDLESS OF TIME PERIOD EXCAVATIONS
WILL BE OPEN. CARRY DOWN SHORING AND BRACING AS EXCAVATION PROGRESSES IN ACCORDANCE WITH OSHA AND GOVERNING
AUTHORITY.
C. PREVENT SURFACE WATER AND SUBSURFACE OR GROUNDWATER FROM FLOWING INTO EXCAVATIONS. REMOVE WATER TO PREVENT
SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES
AND FOUNDATIONS. PROVIDE AND MAINTAIN PUMPS, SUMPS, SUCTION AND DISCHARGE LINES AND OTHER DEWATERING SYSTEM
COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM EXCAVATIONS. CONVEY WATER REMOVED FROM EXCAVATIONS AND
RAINWATER TO COLLECTING OR RUN-OFF AREAS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PROVIDE AND MAINTAIN
TEMPORARY DRAINAGE DITCHES AND OTHER DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH STRUCTURE. DO NOT USE TRENCH
EXCAVATIONS AS TEMPORARY DRAINAGE DITCHES.
D. IMMEDIATELY REPORT CONDITIONS THAT MAY CAUSE UNSOUND BEARING TO THE OWNER/DEVELOPER BEFORE CONTINUING WORK.
23. FINAL ACCEPTANCE
A. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR AND HIS SURETY FOR A PERIOD OF
TWELVE (12) MONTHS FROM THE DATE OF FINAL ACCEPTANCE OF THE PROJECT AND THE CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR ALL DEFECTS IN MATERIALS AND WORKMANSHIP OF WHATEVER NATURE DURING THAT PERIOD. THIS GUARANTEE SHALL BE
PROVIDED IN THE FORM OF MAINTENANCE BOND IN THE AMOUNT OF 10% OF THE COST OF IMPROVEMENTS.
B. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED BY THE OWNER OR HIS REPRESENTATIVE.
FINAL PAYMENT WILL BE MADE AFTER ALL THE CONTRACTOR'S WORK HAS BEEN APPROVED AND ACCEPTED.
C. NO UNDERGROUND WORK SHALL BE COVERED UNTIL IT HAS BEEN APPROVED BY THE MUNICIPALITY. APPROVAL TO PROCEED MUST BE
OBTAINED FROM THE MUNICIPALITY PRIOR TO INSTALLING PAVEMENT BASE, BINDER, SURFACE, AND PRIOR TO PLACING ANY
CONCRETE AFTER FORMS HAVE BEEN SET.
D. AT THE CLOSE OF EACH WORKING DAY AND AT THE CONCLUSION OF CONSTRUCTION OPERATIONS, ALL DRAINAGE STRUCTURES AND
FLOW LINES SHALL BE FREE FROM DIRT AND DEBRIS.
24. UNDERGROUND NOTES
A. UNDERGROUND WORK SHALL INCLUDE TRENCHING, INSTALLATION OF PIPE, CASTINGS, STRUCTURES, BACKFILLING OF TRENCHES AND
COMPACTION AND TESTING AS SHOWN ON THE CONSTRUCTION PLANS. FITTINGS AND ACCESSORIES NECESSARY TO COMPLETE THE
WORK MAY NOT BE SPECIFIED, BUT SHALL BE CONSIDERED AS INCIDENTAL TO THE COST OF THE CONTRACT.
B. WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, EXISTING DRAINAGE STRUCTURES AND SYSTEMS SHALL BE CLEANED
OF DEBRIS AND PATCHED AS NECESSARY TO ASSURE INTEGRITY OF THE STRUCTURE. THIS WORK SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE EACH FOR STRUCTURES AND CONTRACT UNIT PRICE PER LINEAL FOOT FOR SYSTEMS WHICH SHALL BE
PAYMENT IN FULL FOR CLEANING, PATCHING, REMOVAL AND DISPOSAL OF DEBRIS AND DIRT. DRAINAGE STRUCTURES AND SYSTEMS
CONSTRUCTED AS PART OF THIS PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR AT HIS EXPENSE. NO PAYMENT WILL BE MADE
FOR CLEANING STRUCTURES OR SYSTEMS CONSTRUCTED AS PART OF THIS PROJECT.
C. ANY DEWATERING OF SEWER AND WATER TRENCHES AS WELL AS TEMPORARY SHEETING OR BRACING THAT MAY BE REQUIRED SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE CONSIDERED EXTRA WORK UNLESS THERE IS A SPECIFIC LINE ITEM
FOR DEWATERING. IN THE EVENT THAT SOFT MATERIALS WITH UNCONFINED COMPRESSIVE STRENGTH LESS THAN 0.5 TSF ARE
ENCOUNTERED IN SEWER CONSTRUCTION, THE CONTRACTOR SHALL (UPON APPROVAL OF THE OWNER AND/OR ENGINEER)
OVER-EXCAVATE TO A DEPTH OF ONE (1) FOOT BELOW THE BOTTOM OF THE PIPE AND BACKFILL WITH COMPACTED CRUSHED STONE,
PROPERLY FORMED TO FIT THE BOTTOM OF THE PIPE.
D. TRENCH BACKFILL WILL BE REQUIRED FOR THE FULL TRENCH DEPTH WITHIN FIVE (5) FEET OF PROPOSED OR EXISTING PAVEMENTS,
UTILITIES, DRIVEWAYS, AND SIDEWALKS AND EXTENDING A DISTANCE EQUAL TO A 1:1 SLOPE FROM SUBGRADE ELEVATION TO TOP OF
PIPE. THE TRENCH BACKFILL SHALL CONSIST OF GRANULAR MATERIAL MEETING INDOT #8 STONE GRADATION. THE TRENCH BACKFILL
SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL SPECIFICATIONS. JETTING WITH WATER SHALL NOT BE PERMITTED. THE COST OF
SUCH CONSTRUCTION SHALL BE CONSIDERED INCIDENTAL TO THIS CONTRACT AND SHALL BE INCLUDED IN THE UNIT PRICE OF THE
PIPE. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS ITEM.
E. THE CONTRACTOR SHALL INSTALL A 4" X 4" X 8' (NOMINAL) POST AT THE TERMINUS OF THE SANITARY, WATER AND STORM SERVICE,
SANITARY AND STORM MANHOLES, CATCH BASINS, INLETS AND WATER VAULTS. THE POST SHALL EXTEND 4' ABOVE THE GROUND.
THE TOP 12" OF SAID POST SHALL BE PAINTED AS FOLLOWS: SANITARY - RED, WATERMAIN - BLUE, STORM - GREEN.
F. AFTER THE STORM SEWER SYSTEM HAS BEEN CONSTRUCTED, THE CONTRACTOR SHALL PLACE EROSION CONTROL AT REAR YARD INLET
LOCATIONS, AND AT OTHER LOCATIONS SELECTED BY THE ENGINEER, TO MINIMIZE THE AMOUNT OF SILTATION WHICH NORMALLY
WOULD ENTER THE STORM SEWER SYSTEM.
G. HYDRANTS SHALL NOT BE FLUSHED DIRECTLY ON THE ROAD SUBGRADES. WHENEVER POSSIBLE, HOSES SHALL BE USED TO DIRECT
THE WATER INTO LOT AREAS OR THE STORM SEWER SYSTEM (IF AVAILABLE). DAMAGE TO THE ROAD SUBGRADE OR LOT GRADING DUE
TO EXCESSIVE WATER SATURATION AND/OR EROSION FROM HYDRANT FLUSHING, OR FROM LEAKS IN THE WATER DISTRIBUTION
SYSTEM, WILL BE REPAIRED BY THE CONTRACTOR AT HIS COST.
H. ALL TOP OF FRAMES FOR STORM AND SANITARY SEWERS AND VALVE VAULT COVERS ARE TO BE ADJUSTED TO MEET FINAL FINISH
GRADE. THIS ADJUSTMENT IS TO BE MADE BY THE SEWER AND WATER CONTRACTOR AND THE COST IS TO BE CONSIDERED
INCIDENTAL. THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE CONTRACTOR FROM ANY ADDITIONAL ADJUSTMENTS
AS REQUIRED BY THE MUNICIPALITY UPON FINAL INSPECTION OF THE PROJECT. (FINAL GRADES TO BE DETERMINED BY THE
MUNICIPALITY AT THE TIME OF FINAL INSPECTION AND MAY VARY FROM PLAN GRADE.)
I. SLEEVES FOR UTILITY (COMED, TELEPHONE, ETC.) STREET CROSSING, SHALL BE INSTALLED WHERE DIRECTED BY THE OWNER. SLEEVES
SHALL BE 6" PVC INSTALLED 36" BELOW THE TOP OF CURB AND EXTEND TWO FEET OUTSIDE THE CURB. TRENCH SHALL BE BACKFILLED
WITH COMPACTED GRANULAR MATERIAL.
J. THE CONTRACTOR SHALL VERIFY THE SIZE AND INVERT ELEVATION OF ALL CONNECTIONS TO AVOID ANY CONFLICTS BEFORE STARTING
WORK. NOTIFY OWNER OF ANY DISCREPANCIES.
25. IT SHALL BE UNDERSTOOD THAT NEITHER THE MUNICIPALITY, ITS OFFICIALS, CONSULTANTS, NOR ITS EMPLOYEES ARE AGENTS OF OR
REPRESENTATIVES OF THE OWNER. NONE-THE-LESS, THE MUNICIPALITY, ITS OFFICIALS AND EMPLOYEES ARE TO BE PROVIDED SAFE
ACCESS TO ALL PHASES OF ALL WORK PERFORMED ON THE PROJECT SITE TO MONITOR THE QUALITY OF THE WORK AND ASSURE ITS
CONFORMITY WITH THE PLANS AND SPECIFICATIONS. THERE SHALL BE NO PERSONAL LIABILITY UPON ANY OFFICIAL OR EMPLOYEE OF THE
MUNICIPALITY ON ACCOUNT OF ACTIONS TAKEN OR NOT TAKEN IN THE COURSE OF THEIR WORK. THE CONTRACTOR MUST AT ALL TIMES
MAINTAIN A SAFE ACCESS TO THE WORK FOR INSPECTORS. "SAFE" : MEANING CONDITIONS COMPLYING WITH ALL PROVISIONS OF ALL
APPLICABLE AND RECOGNIZED SAFETY STANDARDS, FEDERAL, STATE AND LOCAL. IF ACCESS IS NOT SAFE AND INSPECTIONS CANNOT BE
MADE UNDER SAFE CONDITIONS, THE INSPECTOR CAN ORDER CESSATION OF THE WORK SO AFFECTED UNTIL SUCH TIME AS CONTRACTOR
PROVIDES SAFE ACCESS.
GENERAL NOTES
STANDARD DUTY ASPHALT PAVEMENT SECTION
HEAVY DUTY ASPHALT PAVEMENT SECTION
TYPICAL SIDEWALK SECTION
4
4
BENCHMARK INFORMATION
4" PORTLAND CEMENT CONCRETE
PREPARED SUBGRADE IN ACCORDANCE WITH SECTION 604 OF LATEST INDOT STANDARDS
GENERAL NOTES AND TYPICAL SECTIONS
C2.0
REFER TO GEOTECHNICAL REPORT FOR
SUBGRADE PREPARATION AND COMPACTION
REQUIREMENTS
REFER TO GEOTECHNICAL REPORT FOR
SUBGRADE PREPARATION AND COMPACTION
REQUIREMENTS
REFER TO CARMEL STANDARD DRAWING 10-18
REFER TO CARMEL STANDARD DRAWING 10-9
ORIGINATING BENCHMARK
SEE TABLE "A" ITEM #5 FROM ALTA SURVEY FOR ADDITIONAL INFORMATION
TBM#1
CAPPED REBAR SOUTH SIDE OF HARLESTON STREET 60 FEET EAST OF THE BOURNE REBAR FOUND.
ELEV. = 907.52
NAVD88
TBM#2
CAPPED REBAR EAST SIDE OF PETIGRU STREET 173 FEET NORTH OF THE SOUTHWEST CORNER OF THE SITE.
ELEV. = 906.60
NAVD88
THE SURVEY AND DESIGN PLANS ARE GIVEN ON A VERTICAL DATUM OF NAVD88 AND A HORIZONTAL DATUM OF NAD83
INDIANA STATE PLAN EAST COORDINATES.
1.5" - 165#/SYD. QC/QA - HMA, 2, 64, SURFACE, 9.5MM
N.T.S.
1
2
3
1 2 3
RIGHT-OF-WAY ASPHALT PAVEMENT SECTION
4
3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C2.0 GN
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2CITY OF CARMEL NOTES
1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AND APPROVED STORM WATER MANAGEMENT PERMIT
2. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS
DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE
STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT
WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR
ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORN BY THE
DEVELOPER.
2" - 220#/SYD. QC/QA - HMA, 2, 64, INTERMEDIATE, 19.0MM
5
3" - 330#/SYD. QC/QA - HMA, 2, 64, BASE, 25.0MM
6" COMPACTED AGGREGATE #53
INDOT SUBGRADE TREATMENT, TYPE IBC OR IC
4 5
N.T.S.
CONCRETE DRIVE ENTRANCE PAVEMENT SECTION
PCCP FOR APPROACH, 9"
INDOT SUBGRADE TREATMENT, TYPE II
REFER TO CARMEL STANDARD DRAWING 10-22
08/14/23
D
EXISTING SAN. LATERAL
907907
907
907
906
905907
90
6 9 06 905904904A
A
A A
D
HARLESTON STREET TOWNE ROADEXISTING SAN. LATERAL EXISTING SAN. LATERAL
EXISTING 8" DIP WATER MAIN
E E
E
D
B B B
EXISTING SAN. LATERAL
CC C
E E
B B
C
C
EXISTING PAVEMENT TO BE
REMOVED AND MEDIAN CLOSED
EXISTING CONDITIONS AND DEMOLITION PLAN
C3.03850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C3.0 DEMO
SCALE 1" = 20'
20 0 40
N
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2DEMOLITION KEYNOTES:
A. EXISTING GRAVEL TO BE REMOVED
B. EXISTING CURB AND CUTTER TO BE REMOVED
CONTRACTOR TO REMOVE AT NEAREST JOINT.
C. SAWCUT AND REMOVE EXISTING ASPHALT AS REQUIRED FOR NEW GUTTER
INSTALLATION
D. EXISTING FIRE HYDRANT TO BE PROTECTED THROUGHOUT CONSTRUCTION
E. EXISTING WATER LINE TO BE PROTECTED THROUGHOUT CONSTRUCTION
1. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR
CONSTRUCTION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT,
GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR
PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR SHALL USE MEASURES
TO CONTROL DUST AT ALL TIMES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING,
THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE
CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO
COMMENCING DEMOLITION.
4. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND
CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT
STRUCTURES AND OTHER FACILITIES AND INJURY TO PERSONS.
5. CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE
MINIMAL INTERFERENCE WITH STREETS, WALKS, AND OTHER ADJACENT
OCCUPIED STRUCTURES.
6. ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE
NEAREST CONNECTION POINT UNLESS SPECIFIED OTHERWISE.
7. UTILITIES ARE SHOWN TO BE APPROXIMATE. THE CONTRACTOR SHALL
COORDINATE WITH RESPECTIVE UTILITY(S) COMPANY FOR THE REMOVAL,
RELOCATION, AND/OR DEMOLITION OF ALL EXISTING UTILITIES.
8. ALL DEMOLISHED MATERIALS SHALL BE REMOVED AND LEGALLY DISPOSED
OF OFF-SITE UNLESS NOTED OTHERWISE.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE
IN DEMOLITION AREAS.
10. PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY
DEMOLITION AND CONSTRUCTION OPERATIONS AT NO EXTRA TO THE OWNER.
11. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS
INDICATED ON THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION.
12. THE OWNER/DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING QUALITY CONTROL AT ALL TIMES DURING THE CONSTRUCTION
PROCESS.
13. CONTACT OWNER IMMEDIATELY IF CONTAMINATED SOILS ARE ENCOUNTERED
DURING CONSTRUCTION. CONTAMINATED SOILS MUST BE HAULED OFF-SITE
AND PROPERLY DISPOSED.
DEMOLITION NOTES:
BUILDER TO CONTACT WESTCLAY OA AT 317-574-1164 TO COORDINATE
FLAGGING OF THE WESTCLAY PRIVATE UTILITIES. BUILDER WILL BE RESPONSIBLE
FOR DAMAGES TO STREET LIGHT WIRING AND PROJECT IRRIGATION SYSTEM
CAUSED BY CONTRACTORS. PLEASE CALL 48 HOURS PRIOR TO START OF
CONSTRUCTION TO ASSURE LOCATES ARE COMPLETED PRIOR TO EXCAVATION
CITY OF CARMEL NOTES:
1. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED
FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED
DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
2. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO
THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE
CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
08/14/23
PROPOSED BUILDING
±21,633 GSF
FFE = 907.90
HARLESTON STREET TOWNE ROADA
18' 25' 18'10'11.6' 20'25.7' 15' 5'22.2'9 '1
8'
5' 25'
10' FRONT SETBACK
10' FRONT SETBACK10' REAR SETBACK
63' (7 SPA. @ 9') 81' (9 SPA. @ 9')
48.2'
3'
18' (2 SPA. @ 9')
63' (7 SPA. @ 9') 63' (7 SPA. @ 9')72' (8 SPA. @ 9')
15'
9'13.8'
OUTDOOR GARDEN CENTER
(SEE ARCHITECTURAL PLANS)
A
B
D
BB
B
B
DD
D
D
D D D
C
C
J
(TYP)
J
(TYP)
J
(TYP)
J
(TYP)
J
(TYP)
J
(TYP) R10'30' LANDSCAPE BUFFERD
D
D D
D D
D
J
(TYP)
9'
F
F
G
G GGH
H
H
I I
I
I
9'
1
8'
E
M
N
L L
L L
L
L
O
O
P P P
Q8'R68'R60'R
O
K
R
9'27' (3 SPA. 9') 9' 9' 9' 9'R4.5'R4.
5'
PROPOSED 25'
ACCESS EAEMENT
PROPOSED LOT
LINE
M
D
D
D
D D
D
SEE GRADING PLAN FOR
CURB TRANSITION TO
FLUSH CURB
R 3 0 ' B C R30'
B
C
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
17.8'9' 8.5' 17.8' 9.5' R5'R4.
5'
PROPOSED
BMP EASEMENT
19.1' 18' 5' 4.2'
9'18'R2.5'R30'
B
C
R48.5'
R3'
53.8'
54.1'
R3'
R10'R 4'B
B
D
D
C
D
EXISTING MEDIAN TO BE CLOSED.
CONFIRM CURB TYPE TO MATCH
EXISTING BEFORE CONSTRUCTION
PC
S
S
S
S
EXISTING GATE TO REMAIN FOR
EMERGENCY ACCESS ONLY
EXISTING GATE TO REMAIN FOR
EMERGENCY ACCESS ONLY
17.3' 73.6'72' (8 SPA. @ 9') 9'
5'
T
R4'
F
U
D
O
O SITE PLAN C4.0
SITE PLAN NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING,
THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE
CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
AREA PRIOR TO STARTING CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND
COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY
COMPANIES.
4. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN
COMPLIANCE WITH MOST CURRENT APPLICABLE OSHA STANDARDS FOR
WORKER SAFETY.
5. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO FACE OF CURB
OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING
ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL.
6. EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW
PAVEMENT TO JOIN EXISTING PAVEMENT.
7. THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY
SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT
PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT.
8. ALL CONSTRUCTION JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN
DRY AND IMMEDIATELY SEALED WITH THE APPROPRIATE SEALANT
ACCORDING TO MANUFACTURER'S DIRECTIONS.
9. ALL PARKING STRIPES ARE TO BE 4" WHITE PAINT. ADA PARKING AREAS AND
ACCESS AISLES TO BE 4" BLUE PAINT.
10. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY.
SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
11. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING
DIMENSIONS.
12. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL STANDARDS, MUTCD AND INDOT SPECIFICATIONS.
13. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR
REDESIGN MAY OCCUR.
14. CONTACT ENGINEER IF ADDITIONAL DIMENSIONS ARE NEEDED FOR
CONSTRUCTION.
15. SEE STRUCTURAL PLANS FOR DETAILS OF CONCRETE STOOPS TO BE
CONSTRUCTED OUTSIDE BUILDING AT ENTRY POINTS. ALL STOOPS TO BE 5'X5'
UNLESS NOTED OTHERWISE.
A. INTEGRAL CURB AND WALK
B. CONCRETE SIDEWALK
C. CONCRETE CURB AND GUTTER, TYPE II
D. CONCRETE CURB AND GUTTER, TYPE III
E. 6" CONCRETE STRAIGHT CURB
F. ACCESSIBLE PARKING SPACE AND ADA SYMBOL (BLUE PAINT STRIPING)
G. ACCESSIBLE RAMP W/ DETECTABLE WARNING SURFACE
H. ACCESSIBLE PARKING SIGN
I. PRECAST CONCRETE WHEELSTOP
J. PARKING STRIPING (4" SOLID WHITE LINE)
K. BIKE RACK (INVERTED "U" SHAPE)
L. VILLAGE OF WEST CLAY DECORATIVE LIGHT
M. TRANSFORMER PAD (COORDINATE WITH UTILITY COMPANY)
N. DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS)
O. CURB TAPER
P. DEPRESSED CURB AND GUTTER
Q. CONNECT TO EXISTING SIDEWALK
R. EXISTING FIRE HYDRANT TO BE REMAIN AND BE PROTECTED. ADJUST TO GRADE
S. LIGHT POLE (REFER TO ELECTRICAL PLANS FOR DETAILS)
T. CONNECT SIDEWALK TO EXISTING SIDEWALK OF ADJACENT DEVELOPMENT.
CONTRACTOR TO REMOVE FENCE SECTION AND INSTALL GATE. COORDINATE WITH
OWNER ON GATE TYPE AND SECURITY.
U. CROSSWALK LANE STRIPING
STANDARD DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
RIGHT-OF-WAY PAVEMENT
CONCRETE PAVEMENT
SIDEWALK PAVEMENT
LEGEND:
SITE SUMMARY:
SITE AREA ±1.76 ACRES
IMPERVIOUS AREA ±1.30 ACRES (73% COVERAGE)
ZONING PUD
REQUIRED PARKING SPACES 1 SPA./300 SF+1 SPA./500 SF EXTERIOR AREA
= 72+8 = 80 SPACES
PROPOSED PARKING SPACES 85 (INCLUDING 4 ADA SPACES)
REQUIRED BICYCLE SPACES 2
PROPOSED BICYLCE SPACES 2
KEYNOTES:3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C4.0 GM
SCALE 1" = 20'
20 0 40
N
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2CITY OF CARMEL NOTES:
1. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW
THE AUTHORITY OF THE DEPARTMENT AS IT RELATED TO WORK WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY.
2. SIDEWALK JOINTING PATTERNS SHALL MATCH CURRENTLY ESTABLISHED
PATTERNS. BUILDER TO COORDINATE FINAL LAYOUT WITH THE OWNER'S
ASSOCIATION.
08/14/23
M
9 07
908906905
906 9 06
9 07
9 07
906907
907
9
05
905905906
907907 904904905CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
STR. BMP
RIM=905.60
CONTRACTOR TO
PROVIDE POSITIVE
DRAINAGE TO INLET
THROUGH DUMPSTER
ENCLOSURE
PROPOSED BUILDING
±21,633 GSF
FFE = 907.90
HARLESTON STREET
TOWNE ROAD907.41
906.91
907.26
906.76
907.18
906.68
907.02
906.52
907.09
906.59
907.29
906.79 907.38
906.88
907.35
906.85
907.50
907.00
907.50
907.00
907.20
906.70
907.05
906.55
907.13
906.63 907.26
906.76
907.19
906.69907.25
906.75 907.31
906.81
907.39
906.89
907.75
907.25 907.75
907.25
907.49
906.99
907.47
906.97
907.65
907.15
907.80
907.30
907.80
907.30
906.66
906.16
906.44
906.44
907.00 ME
906.38 ME
906.00 ME
907.75
907.25 907.75
907.25
907.48
906.98
907.48
906.98
907.34
906.84
907.75
907.25
907.75
907.36
907.48
906.98
907.52
907.02
907.34
906.84
907.75
907.75
907.75
907.75
907.90
907.39907.39907.23
907.27
907.75
907.25
907.53
907.03 907.53
907.03
907.42
906.92
906.66906.59 907.07
907.29
906.79 907.02
906.52
907.06
906.56
906.60
907.02
906.52
906.63
906.64
907.27
906.77
907.27
906.77
906.98
906.48
906.98
906.48
906.43 ME
907.23 ME
907.80 ME
907 9059 06 906
907
906.66
906.66
906.46
906.46
906.87
906.37
905.72
905.22 ME
906.66
906.16
906.96
906.46
907.12
906.62
907.01
906.51 906.14
905.64
906.01
905.51906.00 ME
906.60
906.10
907.90
907.69
907.69
907.60
907.10 907.60
907.10
907.10
907.10
907.10
907.10
906.64 ME906.81 ME
907.60
907.10
907.80
907.90
907
906.49 ME
907.60
907.10
907.60
907.10 906.53
906.03
906.79907.31 907.90
907.60
907.10
906.73
906.23
905.78
905.78
905.86
905.86
906.38
905.88
905.52
905.68
904.86
904.76
905.13
905.28
904.37 ME
904.38 ME
907.75
907.25
907.87
907.35907.25
906.75
907.25
906.75
907.90
907.90
907.35
907.35
906.75
906.94
906.44
907.71 ME 907.35 ME 907.31 ME 907.23 ME 907907.85
907.25
906.75
907.51
907.01 ME
907.39
906.89 ME
907.27
906.77
907.24
906.74
907.44
906.94
907.62
907.12
907.39
906.89
907.87
907.37
907
907
907
907
9
07
906
906907907
907.36
906.86
907.22
906.72
907.15
906.65
907.19
906.69
907.31
906.81 ME
907.63
907.13 ME
906.28 ME 905.90 ME 905.52 ME 905.47
904.97 ME
906.35
905.85
906.29
905.79
906.08
905.58
906.48
905.98
906.72
907.33
906.83
906.52 906.08
906.08
90
6
906.46
905.96
906.59
906.09
STR. 100
RIM=906.52
STR. 102
RIM=906.20
STR. 101
RIM=906.05
STR. 105
RIM=906.27
STR. 106
RIM=906.23
STR. 104
RIM=906.06
STR. 100A
RIM=905.52
STR. 103
RIM=906.20
906.34 ME
905.84 ME
906.41 ME
905.91 ME 905.91 ME
905.41 ME
906.01 ME
905.51 ME
906.17
905.67 ME
906.23
905.73 ME
907.82
907.32
907.68
907.18
907.74
907.24
907.16
907.16
907.14
907.14
9
0
7
907.55 ME 907.54 ME GRADING PLAN
C5.03850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C5.0 GR
SCALE 1" = 20'
20 0 40
N
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2GRADING LEGEND:
FFE
850
850
850
FINISHED FLOOR ELEVATION
LOCAL DRAINAGE
MAJOR CONTOUR
MINOR CONTOUR
EXISTING CONTOUR
TOP OF CURB
EDGE OF PAVEMENT
GRADE BREAK
850.50
850.00
1. ALL ELEVATIONS AT CONSTRUCTION LIMITS SHALL MATCH EXISTING GRADE.
2. TOPSOIL SHALL BE PLACED IN ALL LANDSCAPE AND YARD AREAS WITH A
MINIMUM DEPTH OF 6".
3. MAINTAIN SITE DRAINAGE AT ALL TIMES DURING EARTHWORK OPERATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY
DRAINAGE FACILITIES IF NECESSARY THROUGHOUT CONSTRUCTION.
4. CONTOURS SHOW GRADING INTENT. THE CONTRACTOR MUST USE
PROPOSED SPOT GRADE ELEVATIONS AND PROFILES TO BUILD SITE.
CONTACT ENGINEER IF ADDITIONAL SPOT GRADES ARE NEEDED FOR
CONSTRUCTION.
5. PAVEMENT AREAS SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND
COMPACTED PER SPECIFICATIONS. FILL AREAS FOR PAVEMENTS ARE TO BE
STRIPPED OF ALL TOPSOIL PRIOR TO PLACEMENT OF FILL.
6. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR
REDESIGN MAY OCCUR.
7. SEE STORM SEWER PROFILES FOR STORM SEWER INVERT AND RIM
ELEVATIONS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THAT STAKED GRADES
MATCH DESIGN ELEVATIONS AND POSITIVE DRAINAGE TO STORMWATER
MANAGEMENT SYSTEM IS ACHIEVED. CONTACT ENGINEER IF DESIGN
ELEVATIONS DO NOT PROVIDE POSITIVE DRAINAGE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EARTHWORK
QUANTITIES AND INCLUDE ANY NECESSARY EXPORT OR IMPORT OF
MATERIAL. IMPORT MATERIAL SHALL BE PRE-APPROVED BY THE
ENGINEER/ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW
THE EXISTING CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK
COSTS INCLUDING IMPORTS AND/OR EXORTS NECESSARY TO MAKE THE SITE
BALANCE.
10. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE
(HYDRANTS, VALVES, HANDHOLES, CASTINGS, IRRIGATION SYSTEM, UTILITY
PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE AT NO COST TO
OWNER.
11. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR AND CORRECT, IF ANY, STANDING
WATER CONDITIONS AT NO COST TO OWNER.
12. CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES
ENCOUNTERED DURING CONSTRUCTION AND PROVIDE POSITIVE OUTLET TO
DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER
WITH ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
GRADING NOTES:
MINIMUM LOWEST ADJACENT GRADE
THE MLAG FOR THIS DEVELOPMENT IS THE LOWEST ELEVATION
DIRECTLY ADJACENT TO THE STRUCTURE. FOR THIS PROJECT THE
MLAG IS 906.79
MINIMUM FLOOD PROTECTION GRADE (MFPG)
THE MFPG IS DEFINED AS 1 FOOT ABOVE THE EMERGENCY OVERFLOW
PATH THROUGH THE SITE. IN THAT CASE, THE MFPG WOULD BE
907.66
DRAINAGE DESIGN SUMMARY
· PROPERTY ACREAGE: 1.76 ACRES
· OFFSITE DRAINAGE AREA THROUGH SITE: N/A
· EXISTING OFF-SITE POND 5 USED FOR STORMWATER DETENTION
· NO ADDITIONAL STORMWATER DETENTION PROPOSED
· PROPOSED 8" ORIFICE PLATE RESTRICTION ON EXISTING POND 5 OUTLET
ALLOWABLE RELEASE RATE
(CFS)
10-YEAR
100-YEAR
3.70
4.60
PROPOSED RELEASE RATE
(CFS)
2-YEAR 2.49
3.03
3.71
2.35
OVERALL POND 5 DRAINAGE AREA SUMMARY
CURVE NUMBER
TIME OF CONCENTRATION
DRAINAGE AREA
90
38 MINUTES
17.65 ACRES
POND 5
HWL
900.28
901.58
903.20
08/14/23
PROPOSED BUILDING
±21,633 GSF
FFE = 907.90
HARLESTON STREET
TOWNE ROADM
9 07
908906905
906 9 06
9 07
9 07
906907
907
9
05
905905906
907907 904904905907 90590 6 906
907907
907PONDING ELEV
906.56
PONDING ELEV
905.98
PONDING ELEV
906.66
PONDING ELEV
906.64
PONDING ELEV
906.64
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
PONDING ELEV
906.60
STR. 100
RIM=906.52
STR. 102
RIM=906.20
STR. 101
RIM=906.05
STR. 105
RIM=906.27
STR. 106
RIM=906.23
STR. 104
RIM=906.06
STR. 100A
RIM=905.52
STR. 103
RIM=906.20 FLOOD ROUTING PLAN
C5.13850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C5.1 FLD
SCALE 1" = 20'
20 0 40
N
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2FLOOD ROUTING LEGEND:
FFE
850
850
850
FINISHED FLOOR ELEVATION
OVERFLOW DIRECTION
EMERGENCY PONDING LIMITS
MAJOR CONTOUR
MINOR CONTOUR
EXISTING CONTOUR
08/14/23
STORM STRUCTURE DATA TABLE
STR. NO.
100
100A
101
102
103
104
105
106
BMP
STRUCTURE TYPE
60" MANHOLE
2' X 3' INLET
60" MANHOLE
60" MANHOLE
48" MANHOLE
48" MANHOLE
48" MANHOLE
48" MANHOLE
CS-6 WQU
CASTING TYPE
R-1772
R-3287-SB10
R-3287-SB10
R-3472
R-3472
R-3472
R-3472
R-3472
SOLID PER MANUF.
RIM
906.52
905.52
906.05
906.20
906.20
906.06
906.27
906.23
905.60
INCOMING PIPE
INV. (24" RCP) = 900.59
INV. (12" RCP) = 901.49
INV. (24" RCP) = 900.79
INV. (8" HDPE) = 902.12
INV. (24" RCP) = 901.08
INV. (18" RCP) = 901.41
INV. (10" HDPE) = 902.64
INV. (12" RCP) = 902.04
INV. (8" HDPE) = 902.47
INV. (6" HDPE) = 902.64
INV. (12" RCP) = 902.36
INV. (24" RCP) = 900.47
OUTGOING PIPE
INV. (24" RCP) = 900.49
INV. (12" RCP) = 901.65
INV. (24" RCP) = 900.69
INV. (24" RCP) = 900.98
INV. (24" RCP) = 901.31
INV. (18" RCP) = 901.64
INV. (12" RCP) = 902.26
INV. (12" RCP) = 902.55
INV. (24" RCP) = 900.37
PROPOSED BUILDING
±21,633 GSF
FFE = 907.90
HARLESTON STREET
TOWNE ROADSTR. 106
RIM=906.23
INV(S)=902.55 (12" RCP)STR. 100
RIM=906.52
INV(S)=900.59 (24" RCP)
INV(N)=901.49 (12" RCP)
INV(E)=900.49 (24" RCP)
STR. 102
RIM=906.20
INV(E)=900.98 (24" RCP)
INV(W)=901.08 (24" RCP)
STR. 101
RIM=906.05
INV(W)=900.79 (24" RCP)
INV(N)=900.69 (24" RCP)
INV(W)=902.12 (8" HDPE)
STR. 103
RIM=906.20
INV(W)=901.41 (18" RCP)
INV(NE)=902.64 (10" HDPE)
INV(E)=901.31 (24" RCP)
STR. 105
RIM=906.27
INV(E)=902.26 (12" RCP)
INV(N)=902.36 (12" RCP)STR. 104
RIM=906.06
INV(W)=902.04 (12" RCP)
INV(E)=901.64 (18" RCP)
INV(N)=902.47 (8" HDPE)
INV(N)=902.64 (6" HDPE)
STR. 100A
RIM=905.52
INV(S)=901.65 (12" RCP)
M
PROPOSED 25'
ACCESS EAEMENT
CONNECT TO EX. SEWER LATERAL STUB.
FIELD VERIFY LOCATION AND INVERT.
9' - 6" PVC SDR 35 @ 2.08% MIN.
SANITARY CLEANOUT
TYPE II
3' - 6" PVC SDR 35 @ 2.08% MIN.
HOT TAP EXISITING 8" DIP MAIN W/
8"x6" TAPPING SLEEVE AND VALVE
FDC PIV
COORDINATE UTILITY LOCATIONS
AT BUILDING WITH MEP
DRAWINGS
TRANSFORMER PAD
COORDINATE W/ UTILITY
EXISTING STORM STRUCTURE TO BE CORE DRILLED,
CONNECTION TO BE SEALED WITH NON SHRINK
GROUT AND ENTIRELY ENCASED IN CONCRETE ON
EXTERIOR OF EXISTING STRUCTURE.
CONTRACTOR TO USE EXTREME
CAUTION WHEN EXCAVATING
UNDER OVERHEAD UTILITY LINES
15' - SSD
(TYP)
15' - SSD
(TYP)
15' - SSD
(TYP)
FIRE HYDRANT TO REMAIN AND BE
PROTECTED THROUGHOUT
CONSTRUCTION. ADJUST TO GRADE.
EXISTING 8" DIP WATER MAIN TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
FIRE HYDRANT TO REMAIN AND BE
PROTECTED THROUGHOUT
CONSTRUCTION.
COORDINATE SANITARY
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ELECTRICAL
SERVICE ROUTE WITH UTILITY
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
WATER METER2" TYPE K COPPER
DOMESTIC SERVICE LINE
GAS SERVICE LINE.
COORDINATE WITH UTILITY
GAS SERVICE LINE TO CONNECT TO
EXISTING GAS LINE ON NORTH SIDE OF
HARLESTON ST. COORDINATE WITH UTILITY
ON CONNECTION AND INSTALLATION.
68' - 12" RCP @ 0.32%
92' - 18" RCP @ 0.25% 117' - 24" RCP @ 0.20%
36' - 24" RCP @ 0.20%
STR. BMP
RIM=905.60
INV(W)=900.47 (24" RCP)
INV(E)=900.37 (24" RCP)
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE TRENCH DRAIN
CONNECTION IN OUTDOOR
AREA WITH MEP PLANS
44' - 6" HDPE @ 1.00%
44' - 8" HDPE @ 1.00% 49' - 24" RCP @ 0.20%93' - 24" RCP @ 0.20%49' - 12" RCP @ 0.32%10' - 24" RCP @ 0.20%
57' - 8" HDPE @ 1.00%56' - 10" HDPE @ 1.00% 59' - 12" RCP @ 0.32%UTILITY PLAN C6.03850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C6.0 UT
SCALE 1" = 20'
20 0 40
N
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2LEGEND:
STORM SEWER
SANITARY SEWER
WATER MAIN (WITH SIZE)
TELECOM LINE
GAS LINE
ELECTRIC LINE
SANITARY MANHOLE
1. RIM OR TOP OF CASTING ELEVATION EQUALS THE LOWEST POINT ON THE
CASTING WHERE WATER ENTERS THE STRUCTURE OR THE TOP OF A SOLID
CASTING.
2. PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER
OF STRUCTURE OR END OF PIPE END SECTION.
3. WATER MAINS THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT
LEAST 60 INCHES OF COVER FROM FINISH GRADE TO TOP OF WATER LINE.
CONTRACTOR TO PROVIDE ALL FITTINGS REQUIRED TO ASSURE PROPER
INSTALLATION OF WATER MAINS AND LATERALS.
4. THE FIRE SERVICE LINE SHALL BE PVC C900 AND THE DOMESTIC SERVICE
LINE SHALL BE TYPE K COPPER INSTALLED PER CITY OF CARMEL
STANDARDS.
5. CONTRACTOR SHALL VERIFY, BEFORE INSTALLATION, THE DOMESTIC
WATER SERVICE LINE INTERNAL DIAMETER (ID) MEETS THE DEMAND AND
SIZE SPECIFIED BY THE PLUMBING DESIGNER.
6. ELECTRICAL CONDUIT SHALL BE INSTALLED AT A MINIMUM OF 36 INCHES
BELOW THE FINISH GRADE. ENDS OF THE CONDUIT SHALL BE MARKED BY
INSTALLING A 4X4 WOOD POST PAINTED RED.
7. LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE
APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL
AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.
8. ALL 6" SANITARY SEWER LATERALS ARE TO BE CONSTRUCTED WITH
SDR-35 PVC @ 2.08% MINIMUM SLOPE.
9. TRACER WIRE IS REQUIRED ON ALL SANITARY SEWER LATERALS.
10. SEE CITY OF CARMEL AND TRICO REGIONAL SEWER UTILITY STANDARDS
FOR WATER AND SEWER SPECIFICATIONS.
11. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COORDINATION WITH
LOCAL JURISDICTION AND ALL RESPECTIVE UTILITY COMPANIES FOR GAS,
ELECTRIC, TELEPHONE, AND CABLE SERVICES.
12. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING
TRAFFIC CONTROL PER LOCAL STANDARDS AND REQUIREMENTS. ALL
STREET CUTS SHALL BE REPAIRED PER LOCAL REQUIREMENTS.
13. SEE ARCHITECTURAL PLANS FOR DETAILED INFORMATION AND EXACT
LOCATIONS FOR UTILITIES COMING INTO THE BUILDING.
14. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF DOWNSPOUTS OR
ROOF DRAINS.
15. FOR VIEWING CLARITY OF THESE CONSTRUCTION PLANS, PIPES OR
STRUCTURES MAY NOT BE SHOWN TO SCALE.
16. ALL UTILITY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL
STANDARDS FOR EACH UTILITY AGENCY HAVING JURISDICTION.
17. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAINS,
THE CONTRACTOR SHALL EITHER ADJUST THE WATER LINE DOWNWARD IN
SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S
RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT
EXCEEDED OR THE CONTRACTOR SHALL PROVIDE APPROPRIATE BENDS
AND CROSSINGS.
18. WATER AND SEWER MAIN CROSSINGS SHALL BE IN ACCORDANCE WITH 10
STATE STANDARDS. WATER AND SEWER MAINS SHALL HAVE A MINIMUM
HORIZONTAL SEPARATION OF 10 FEET FROM EDGE OF PIPE TO EDGE OF
PIPE. WATER PIPES CROSSING ABOVE SEWER PIPES MUST HAVE A
MINIMUM VERTICAL SEPARATION OF 18 INCHES CLEARANCE BETWEEN
PIPES.
19. THE CONTRACTOR SHALL CONTACT ENGINEER FOR ALL QUESTIONS
REGARDING UTILITY PLAN DISCREPANCIES AND/OR CONFLICTS IN THE
FIELD.
20. STRUCTURES RECEIVING SUB-SURFACE DRAINS (SSD) SHALL HAVE BOTH
PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED.
UTILITY NOTES
STORM MANHOLE
STORM INLET
FIRE HYDRANT
REDUCER
VALVE/PIV
08/14/23
PROPOSED BUILDING
±21,633 GSF
FFE = 907.90
TOWNE ROADSTR. 106
RIM=906.23
INV(S)=902.55 (12" RCP)STR. 100
RIM=906.52
INV(S)=900.59 (24" RCP)
INV(N)=901.49 (12" RCP)
INV(E)=900.49 (24" RCP)
STR. 102
RIM=906.20
INV(E)=900.98 (24" RCP)
INV(W)=901.08 (24" RCP)
STR. 101
RIM=906.05
INV(W)=900.79 (24" RCP)
INV(N)=900.69 (24" RCP)
INV(W)=902.12 (8" HDPE)
STR. 103
RIM=906.20
INV(W)=901.41 (18" RCP)
INV(NE)=902.64 (10" HDPE)
INV(E)=901.31 (24" RCP)
STR. 105
RIM=906.27
INV(E)=902.26 (12" RCP)
INV(N)=902.36 (12" RCP)STR. 104
RIM=906.06
INV(W)=902.04 (12" RCP)
INV(E)=901.64 (18" RCP)
INV(N)=902.47 (8" HDPE)
INV(N)=902.64 (6" HDPE)
STR. 100A
RIM=905.52
INV(S)=901.65 (12" RCP)TOWNE ROADM
PROPOSED 25'
ACCESS EAEMENT
9' - 6" PVC SDR 35 @ 2.08% MIN.
SANITARY CLEANOUT
TYPE II
3' - 6" PVC SDR 35 @ 2.08% MIN.
FDC PIV
COORDINATE UTILITY LOCATIONS
AT BUILDING WITH MEP
DRAWINGS
TRANSFORMER PAD
COORDINATE W/ UTILITY
EXISTING STORM STRUCTURE TO BE CORE DRILLED,
CONNECTION TO BE SEALED WITH NON SHRINK
GROUT AND ENTIRELY ENCASED IN CONCRETE ON
EXTERIOR OF EXISTING STRUCTURE.
CONTRACTOR TO USE EXTREME
CAUTION WHEN EXCAVATING
UNDER OVERHEAD UTILITY LINES
15' - SSD
(TYP)
15' - SSD
(TYP)
15' - SSD
(TYP)
FIRE HYDRANT TO REMAIN AND BE
PROTECTED THROUGHOUT
CONSTRUCTION. ADJUST TO GRADE.
EXISTING 8" DIP WATER MAIN TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
COORDINATE SANITARY
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE ELECTRICAL
SERVICE ROUTE WITH UTILITY
CONSTRUCTION LIMITS
(TYP)
WATER METER
2" TYPE K COPPER
DOMESTIC SERVICE LINE
GAS SERVICE LINE.
COORDINATE WITH UTILITY
68' - 12" RCP @ 0.32%
92' - 18" RCP @ 0.25% 117' - 24" RCP @ 0.20%
36' - 24" RCP @ 0.20%
STR. BMP
RIM=905.60
INV(W)=900.47 (24" RCP)
INV(E)=900.37 (24" RCP)
COORDINATE ROOF DRAIN
CONNECTION AT BUILDING
WITH MEP PLANS
COORDINATE TRENCH DRAIN
CONNECTION IN OUTDOOR
AREA WITH MEP PLANS
44' - 6" HDPE @ 1.00%
44' - 8" HDPE @ 1.00% 49' - 24" RCP @ 0.20%93' - 24 " RCP @ 0.20%49' - 12" RCP @ 0.32%10' - 24" RCP @ 0.20%
57' - 8" HDPE @ 1.00%56' - 10" HDPE @ 1.00% 59' - 12" RCP @ 0.32%HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE:1"=5'
885
890
895
900
905
910
915
920
885
890
895
900
905
910
915
920
0+00904.5 905.3906.53 1+00 905.8906.16906.4906.812+00 907.0906.34907.1906.953+00 906.7 906.30 907.0906.654+00 907.2906.10 907.1906.595+00 906.8906.50INV.=900.30 W (24" RCP)INV.=899.30 N (30" RCP)INV.=899.40 S (30" RCP)INV.=899.40 E (12" RCP)STR. #EX.MH 2 -RIM.=905.0236' - 24" RCP @ 0.20%INV.=900.47 W (24" RCP)INV.=900.37 E (24" RCP)STR. #BMP - CS-6 WQU RIM.=905.6010' - 24" RCP @ 0.20%INV.=900.59 S (24" RCP)INV.=901.49 N (12" RCP)INV.=900.49 E (24" RCP)STR. #100 - 60" MANHOLERIM.=906.5249' - 24" RCP @ 0.20% INV.=900.79 W (24" RCP)INV.=900.69 N (24" RCP)INV.=902.12 W (8" HDPE)STR. #101 - 60" MANHOLERIM.=906.0593' - 24" RCP @ 0.20% 117' - 24" RCP @ 0.20%INV.=900.98 E (24" RCP)INV.=901.08 W (24" RCP)STR. #102 - 60" MANHOLERIM.=906.20INV.=901.41 W (18" RCP)INV.=902.64 NE (10" HDPE)INV.=901.31 E (24" RCP)STR. #103 - 48" MANHOLERIM.=906.2092' - 18" RCP @ 0.25%INV.=902.04 W (12" RCP)INV.=901.64 E (18" RCP)INV.=902.47 N (8" HDPE)INV.=902.64 N (6" HDPE)STR. #104 - 48" MANHOLERIM.=906.0668' - 12" RCP @ 0.32%INV.=902.26 E (12" RCP)INV.=902.36 N (12" RCP)STR. #105 - 48" MANHOLERIM.=906.2759' - 12" RCP @ 0.32%INV.=902.55 S (12" RCP)STR. #106 - 48" MANHOLERIM.=906.233850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C6.0 UT
SCALE 1" = 20'
20 0 40
N
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2STORM PLAN AND PROFILES
C6.1
GRANULAR BACKFILL
PER CARMEL DRAWING 10-31
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC GRADE LINE
PROFILE LEGEND:
NOTE:
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER.
AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LEE OR 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY
THE CITY OF CARMEL
08/14/23
131ST STREET
TOWNE ROADCONTRACTOR TO INSTALL 8.0" ORIFICE
OVER EXISTING 15" OUTLET AS DIRECTED BY THE
CITY OF CARMEL DEPARTMENT OF ENGINEERING
EXISTING HARLESTON POND 5
904
903
902
901
900
899
905904903902901900899899
900
901
902
903
904 89990090190290390490590590590
5
905905
905
TOP OF BANK = 904.40
TOP OF BANK = 904.40
TOWNE ROADSTR. 100
RIM=906.52
INV(S)=900.59 (24" RCP)
INV(N)=901.49 (12" RCP)
INV(E)=900.49 (24" RCP)
STR. 100A
RIM=905.52
INV(S)=901.65 (12" RCP)TOWNE ROADMSANITARY CLEANOUT
FDC PIV
TRANSFORMER PAD
COORDINATE W/ UTILITY
EXISTING STORM STRUCTURE TO BE CORE DRILLED,
CONNECTION TO BE SEALED WITH NON SHRINK
GROUT AND ENTIRELY ENCASED IN CONCRETE ON
EXTERIOR OF EXISTING STRUCTURE.
WATER METER TYPE K COPPER
DOMESTIC SERVICE LINE
36' - 24" RCP @ 0.20%
STR. BMP
RIM=905.60
INV(W)=900.47 (24" RCP)
INV(E)=900.37 (24" RCP)49' - 12" RCP @ 0.32%10' - 24" RCP @ 0.20%
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE:1"=5'
890
895
900
905
910
915
920
890
895
900
905
910
915
920
0+00905.3 906.52 INV.=900.59 S (24" RCP)INV.=901.49 N (12" RCP)INV.=900.49 E (24" RCP)STR. #100 - 60" MANHOLERIM.=906.5249' - 12" RCP @ 0.32%INV.=901.65 S (12" RCP)STR. #100A - 2' X 3' INLETRIM.=905.523850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C6.0 UT
SCALE 1" = 20'
20 0 40
N
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2STORM PROFILES AND OFF-SITE IMPROVEMENTS
C6.2
OFF-SITE DRAINAGE IMPROVEMENTS
SCALE: 1" = 30'
GRANULAR BACKFILL
PER CARMEL DRAWING 10-31
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC GRADE LINE
PROFILE LEGEND:
NOTE:
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER.
AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LEE OR 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY
THE CITY OF CARMEL
08/14/23
PETTIGRU DR.TAFT CIRCLE
9 0 5
9 0 6
9 07
9089 089089
0
7906905
906 9 06
9 0 7
9 0 7
906907
907
9
0
5
905905906
907907 9049049059
0
6 905CW
CE
IP
IP
SOIL STOCKPILE. FINAL LOCATION TO
BE DETERMINED BY CONTRACTOR
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SILT WORM BARRIER SILT WORM BARRIER
CONSTRUCTION LIMITS
HARLESTON STREET TOWNE ROADCONSTRUCTION LIMITS
BMP - CS-6
SILT WORM BARRIER
PRE-CONSTRUCTION EROSION CONTROL PLAN
C7.03850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C7.0 ECN
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 21. SEE SHEET C7.3 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C7.2 FOR EROSION CONTROL DETAILS.
3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION.
4. ACCESS TO THE SITE SHALL BE RESTRICTED TO THE TO THE LOCATION AS SHOWN.
NO OTHER SITE ACCESS IS AVAILABLE UNLESS THE CONTRACTOR OBTAINS
APPROVAL FROM ADJACENT PROPERTY OWNER AND APPROVAL FROM THE CITY OF
CARMEL MS4 OPERATOR.
5. SEE EROSION CONTROL SEQUENCE AND IMPLEMENTATION NOTES ON SHEET C7.3.
6. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED ONCE A WEEK AND AFTER
EVERY RAINFALL EVENT. MAKE REPAIRS IMMEDIATELY.
7. THE SITE IS NOT LOCATED ON OR ADJACENT TO ANY FLOODWAY/FLOOD PLAIN AREAS.
8. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE
CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS ARE STABILIZED.
9. AREAS THAT WILL BE DISTURBED FOR MORE THAN 15 DAYS SHALL BE STABILIZED
IMMEDIATELY WITH TEMPORARY SEEDING. ALL DISTURBED YARD/GRASS AREAS
MUST BE STABILIZED WITH PERMANENT SEEDING MEASURES.
10. SEE SHEET C7.3 FOR GENERAL SEEDING AND SURFACE STABILIZATION PROCEDURES.
11. CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ADDITIONAL EROSION CONTROL
MEASURES AT REQUEST OF LOCAL AND/OR STATE STORMWATER AND EROSION
CONTROL INSPECTORS.
12. SPOILS TO BE REMOVED FROM SITE, CONTRACTOR TO DETERMINE LOCATION AND
COORDINATE WITH THE LOCAL EROSION CONTROL AUTHORITY.
13. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL
TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
14. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS
NEEDED TO MINIMIZE SEDIMENTATION IN RECEIVING WATER. NO STORMWATER
SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE
POINT OF DISCHARGE.
15. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED
FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND
UNUSED BUILDING MATERIALS IS REQUIRED.
16. PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL
STORM DRAINAGE STRUCTURES AND RESTORE ALL DITCHES AND BASINS TO
DESIGNED GRADES.
17. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH
THE CITY OF CARMEL STORMWATER MANAGEMENT ORDINANCE, LATEST EDITION.
DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE
CONTRACTOR FROM ADHERING TO THE REQUIREMENTS SET FORTH IN THE MANUAL.
18. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY
IDEM OR THE CITY OF CARMEL.
EROSION CONTROL NOTES
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
INLET PROTECTION
ASPHALT PAVEMENT
PERMANENT SEEDING
CONCRETE PAVEMENT
EROSION CONTROL BLANKET
CONCRETE WASHOUT
EROSION CONTROL LEGEND
CW
CP
PS
AP
IP
CE
NOTE: COORDINATE ALL FINAL SITE FINISHES WITH LANDSCAPE PLAN
SILT WORM
SCALE 1" = 30'
30 0 60
08/14/23
PROPOSED BUILDING
±21,633 GSF
FFE = 907.90
M
PETTIGRU DR.TAFT CIRCLE
9 0 5
9 0 6
9 07
9089 089089
0
7906905
906 9 06
9 0 7
9 0 7
906907
907
9
0
5
905905906
907907 9049049059
0
6 905907 9059 06 906
907907
907IP
PS
AP
CW
CP
CE
IP
IP IP
IP
IP
IP
IP
IP
SOIL STOCKPILE. FINAL LOCATION TO
BE DETERMINED BY CONTRACTOR
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SILT WORM BARRIER SILT WORM BARRIER
CONSTRUCTION LIMITS
HARLESTON STREET TOWNE ROADPS
PS
PS PS
PS
PS
PS
PS
PS
PS
PS
CP CP
CP
CP
CP CP
AP
AP
AP
AP
AP AP PS
CONSTRUCTION LIMITS
BMP - CS-6
907
907
907
907
907
906
PS
SILT WORM BARRIER
CP
PS POST-CONSTRUCTION EROSION CONTROL PLAN
C7.13850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C7.0 ECN
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 21. SEE SHEET C7.3 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C7.2 FOR EROSION CONTROL DETAILS.
3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION.
4. ACCESS TO THE SITE SHALL BE RESTRICTED TO THE TO THE LOCATION AS SHOWN.
NO OTHER SITE ACCESS IS AVAILABLE UNLESS THE CONTRACTOR OBTAINS
APPROVAL FROM ADJACENT PROPERTY OWNER AND APPROVAL FROM THE CITY OF
CARMEL MS4 OPERATOR.
5. SEE EROSION CONTROL SEQUENCE AND IMPLEMENTATION NOTES ON SHEET C7.3.
6. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED ONCE A WEEK AND AFTER
EVERY RAINFALL EVENT. MAKE REPAIRS IMMEDIATELY.
7. THE SITE IS NOT LOCATED ON OR ADJACENT TO ANY FLOODWAY/FLOOD PLAIN AREAS.
8. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE
CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS ARE STABILIZED.
9. AREAS THAT WILL BE DISTURBED FOR MORE THAN 15 DAYS SHALL BE STABILIZED
IMMEDIATELY WITH TEMPORARY SEEDING. ALL DISTURBED YARD/GRASS AREAS
MUST BE STABILIZED WITH PERMANENT SEEDING MEASURES.
10. SEE SHEET C7.3 FOR GENERAL SEEDING AND SURFACE STABILIZATION PROCEDURES.
11. CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ADDITIONAL EROSION CONTROL
MEASURES AT REQUEST OF LOCAL AND/OR STATE STORMWATER AND EROSION
CONTROL INSPECTORS.
12. SPOILS TO BE REMOVED FROM SITE, CONTRACTOR TO DETERMINE LOCATION AND
COORDINATE WITH THE LOCAL EROSION CONTROL AUTHORITY.
13. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL
TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
14. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS
NEEDED TO MINIMIZE SEDIMENTATION IN RECEIVING WATER. NO STORMWATER
SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE
POINT OF DISCHARGE.
15. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED
FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND
UNUSED BUILDING MATERIALS IS REQUIRED.
16. PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL
STORM DRAINAGE STRUCTURES AND RESTORE ALL DITCHES AND BASINS TO
DESIGNED GRADES.
17. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH
THE CITY OF CARMEL STORMWATER MANAGEMENT ORDINANCE, LATEST EDITION.
DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE
CONTRACTOR FROM ADHERING TO THE REQUIREMENTS SET FORTH IN THE MANUAL.
18. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY
IDEM OR THE CITY OF CARMEL.
EROSION CONTROL NOTES
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
INLET PROTECTION
ASPHALT PAVEMENT
PERMANENT SEEDING
CONCRETE PAVEMENT
EROSION CONTROL BLANKET
CONCRETE WASHOUT
EROSION CONTROL LEGEND
CW
CP
PS
AP
IP
CE
NOTE: COORDINATE ALL FINAL SITE FINISHES WITH LANDSCAPE PLAN
SILT WORM
SCALE 1" = 30'
30 0 60
08/14/23
EROSION CONTROL DETAILS
C7.23850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C7.0 ECN
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2X X X X X X X X X XX X XX X X X X X X X XXX X X X X X X X X X X X X X X
CONCRETE WASHOUT DETAIL
·
·
·
DROP BAG INLET PROTECTION
·
·
·
·
·
·
SILT FENCE DETAIL
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
INSTALLATION:
:
MAINTENANCE:
FLARED END SECTION
SILTWORM
SILT WORM BARRIER DETAIL 08/14/23
STORMWATER POLLUTION PREVENTION PLAN
C7.33850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C7.0 ECN
R
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2SOILS MAP
Brookston Silty Clay Loam - Urban Land Complex (YbvA)
· Hydrologic Soils Group B (HSG B)
Crosby Silt Loam - Urban Land Complex (YclA)
· Hydrologic Soils Group C (HSG C)
SITE NAME
The area scheduled for construction is known as "Ace Hardware - Village of WestClay" (hereinafter referred to as
the "Project")
PROJECT LOCATION
The property is located at the southwest corner of Towne Road and Harleston Street in Carmel, Indiana, at a
latitude of 39°58'32" N and a longitude of 86°12'13" W.
OWNER'S INFORMATION
Name: Kennmar, LLC
Address: 5253 W 16th St., Speedway, IN 46224
Contact: Brent Benge
Title: CEO
Telephone: 317-635-5555
Email: bbenge@kennmar.com
OPERATOR'S INFORMATION
Name: Kennmar, LLC
Address: 5253 W 16th St., Speedway, IN 46224
Contact: Brent Benge
Title: CEO
Telephone: 317-635-5555
Email: bbenge@kennmar.com
NOTICE OF INTENT
All parties defined as owners must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of
on-site construction activities. Submittal of late NOI's is not prohibited; however, authorization under the
construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted
discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an owner is defined
as any party meeting either of the following requirements:
1) The party has operational control over the construction plans and specifications, including the ability to make
modifications to those plans and specifications.
2) The party has day-to-day operational control of those activities at a project that are necessary to ensure
compliance with a stormwater pollution prevention plan for the site or other permit conditions.
A1 PLAN INDEX
Refer to the Erosion Control Plan which shows the required plan elements.
A2 VICINITY MAP
Refer to the Cover Sheet for a vicinity map.
A3 PROJECT NARRATIVE
The project consists of the construction of a ±21,000 square foot Ace Hardware, asphalt parking lots and drives,
and associated utility infrastructure. The total area of the site is ±1.76 acres.
A4 LATITUDE AND LONGITUDE
The project is located at a latitude of 39°58'32" N and a longitude of 86°12'13" W
A5 LEGAL DESCRIPTION OF THE PROJECT SITE
Section: 29
Township: 18N
Range: 3E
Civil Township: Clay
Refer to the General Notes and Typical Sections Sheet for legal description.
A6 11" X 17" PLAT
See Site Plan Sheet C4.0.
A7 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS BOUNDARY
The project site is located within Zone X as indicated on the Hamilton County, IN Flood Insurance Rate Map
18057C0205G dated 11/19/2014.
A8 ADJACENT PROPERTY LAND USE
North: Commercial
South: Residential
East: Residential
West: Vacant Commercial Lot
A9 IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDL
The project area does not fall within a watershed for which there is a Total Maximum Daily Load (TMDL).
A10 IDENTIFICATION OF RECEIVING WATER(S)
Williams Creek is the ultimate receiving water for this project.
A11 IDENTIFICATION OF DISCHARGE TO 303(d) IMPAIRED WATERS
Williams is not listed as a 303(d) impaired water.
A12 SOILS MAP
Refer to this sheet for the soils map.
A13 LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATERCOURSES ON AND ADJACENT TO THE SITE
There are no wetlands, lakes, or watercourses on or adjacent to the site according to the National Wetlands
Inventory map.
A14 IDENTIFICATION OF STATE AND FEDERAL WATER QUALITY PERMITS
Indiana Department of Environmental Management (IDEM) Construction Stormwater General Permit (CSGP)
A15 IDENTIFICATION AND DELINEATION OF EXISTING COVER
Approximate areas of existing vegetative cover are as shown on the Existing Conditions Plan or Topographic
Survey. The land cover of the site prior to the mass grading project is agricultural/farmland.
A16 EXISTING TOPOGRAPHY
Refer to the Existing Conditions Plan Sheet C3.0.
A17 LOCATION(S) WHERE RUNOFF ENTERS THE PROJECT SITE
There are no areas where a significant amount of offsite runoff enters the project site.
A18 LOCATION(S) WHERE RUNOFF DISCHARGES FROM THE PROJECT SITE
Existing runoff sheet flows off the site to the northwest and to the east toward Towne Road.
A19 LOCATION OF ALL EXISTING STRUCTURES
Refer to the Existing Conditions Plan Sheet.
A20 EXISTING PERMANENT RETENTION OR DETENTION FACILITIES
Refer to the Existing Conditions plan Sheet.
A21 LOCATIONS WHERE STORMWATER MAY BE DISCHARGED TO GROUNDWATER
There are no areas where stormwater may be discharged to groundwater on this project. Refer to the Existing
Conditions plan Sheet.
A22 SIZE OF PROJECT AREA
1.76 acres
A23 TOTAL EXPECTED LAND DISTURBANCE
1.76 acres
A24 PROPOSED FINAL TOPOGRAPHY
Refer to the Grading Plan.
A25 LOCATIONS AND BOUNDARIES OF DISTURBED AREAS
Refer to the Erosion Control Plan Sheet.
A26 LOCATIONS, SIZE, AND DIMENSIONS OF STORMWATER DRAINAGE SYSTEM
Locations of stormwater systems: Refer to the Utility Plans
Size of storm sewers: Refer to the Utility Plans or Storm Sewer Plan and Profiles
Details of storm inlets and manholes: Refer to the Construction Details
A27 LOCATIONS WHERE STORMWATER AND NON-STORMWATER DISCHARGE LEAVES THE SITE
Stormwater will be conveyed via sheet flow, inlets, and storm sewer to an storm sewer system. Part of the site will
connect to a manhole to the east along Towne Road, and part of the site will connect to a manhole to the west
along Pettigru Drive.The site will discharge to off-site detention ponds that have been master planned.
A28 LOCATIONS AND BOUNDARIES OF DISTURBED AREAS
Refer to the Site Plan for site improvements and refer to the Utility Plan for all utility improvements.
A29 LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS
In the event that it excess soil becomes should be stockpiled, it shall be immediately surrounded with silt fence,
seeded and/or removed from the project site in accordance with all applicable laws.
A30 CONSTRUCTION SUPPORT ACTIVITIES
Support activities must be directly related to the construction site and not a commercial/industrial operation or serve
multiple unrelated construction projects. Support activities must not continue to operate beyond the completion of
the construction activity for the project it support.
A31 LOCATION OF IN-STREAM ACTIVITIES
No water bodies are present on the project site.
B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
The following potential pollutant sources may be associated with construction activities on site:
1. Material storage area
2. Construction waste material
3. Fuel storage areas and fueling stations
4. Exposed soils
5. Leaking vehicles and equipment
6. Sanitary waste from temporary toilet facilities
7. Litter
8. Windblown dust
9. Soil tracking off site from construction equipment
The following materials may be staged or stored on site at various points during construction:
1. Structural fill
2. Pavement base stone
3. HDPE, PVC, RCP, or Ductile Iron Pipe
4. Precast concrete, HDPE, or PVC drainage and sanitary structures
B2 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS
Construction entrances will be in place prior to any site construction or demolition. Entrances are shown on the
Erosion Control Plan (Sheet C7.0). Refer to the Erosion Control Details for details.
B3 SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION
Temporary
Surface stabilization is required on any bare or thinly vegetated areas that is scheduled or likely to remain inactive
for a period of 7 days or more. Refer to the Temporary Seeding Detail within the Erosion Control Details for
specifics on soil amendments, seed mixtures, and mulching. The surface stabilization for the lots needs to be
established as soon as possible to prevent dirt wash-out into the streets. If this is not possible, then silt fencing will
need to be installed along the back of curbs.
Permanent
1.) Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates
specified. Organic soil amendments such as peat, compost, or manure shall be applied at 2" depth evenly
over soil and incorporated into the top 6" of topsoil. Provide fertilizer with percentage of nitrogen required to
provide not less than 1 pound of actual nitrogen per 1,000 square feet of lawn area and not less than 4
percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay
mixing of fertilizer if planting will not follow placing of planting soil within a few days.
2.) Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 Ib per 1,000 square feet of actual
nitrogen, 4 percent phosphorous, and 2 percent potassium by weight.
3.) Slow-release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water-insoluble nitrogen,
phosphorous and potassium made up of a composition by weight of 5 percent.
4.) Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to
areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter,
and other objects that may interfere with planting or maintenance operations. Sow seed using a spreader of
seeding machine. Do not seed when wind velocity exceeds 5 miles per hour.
5.) Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other.
6.) Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with a fine spray.
7.) Install erosion control blankets as indicated on the Erosion Control Plan.
8.) Protect seeded areas against erosion by spreading clean, seed-free straw mulch after completion of speeding
operations. Spread uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements
over seeded areas.
9.) Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn
areas disturbed by construction activities including tree and shrub installation.
10.) Refer to the Permanent Seeding Details within the Erosion Control Detail Sheet, for timing of permanent
seeding, grass seed specifications and mulching specifications.
11.) Stabilization shall be initiated by the end of the seventh day an area is left idle and the stabilization shall be
completed within 14 days after initiation.
B4 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS
There are no proposed concentrated flow areas.
B5 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS
Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on
sloped areas where the slope exceeds 4:1 (horizontal to vertical). Silt fencing will be utilized to prevent
sedimentation from leaving the site. Refer to the Erosion Control Plan for locations and the Erosion Control Details
for details.
B6 RUNOFF CONTROL MEASURES
Perimeter silt fence and silt worm will be used to control run off during construction.
B7 STORMWATER OUTLET PROTECTION MEASURES
Stormwater outlet locations will be in underground storm sewers, therefore no outlet protection methods are
required for this project.
B8 GRADE STABILIZATION STRUCTURE LOCATIONS
N/A
B9 DEWATERING APPLICATIONS AND MANAGEMENT METHODS
If dewatering is necessary for the project, a dewatering detail can be found on the Construction Details Sheet.
B10 MEASURES UTILIZED FOR WORK WITHIN WATERBODIES
No water bodies are present on the project site.
B11 MAINTENANCE GUIDELINES FOR STORMWATER QUALITY MEASURES
Inspection Schedule/Reporting
All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar
days and within 24 hours after a rianfall of 0.5 inch or greater. Where sites have been final or temporarily stabilized
or on sites where runoff is unlikely due to winter conditions (e.g. site is covered with snow, ice, or frozen ground
exists), such inspections shall be conducted at least once every month.
Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with
the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project.
Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel
making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and
any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report
should state whether the site was in compliance or identify and incidents of noncompliance. The contractor shall
keep a copy of the inspection reports on site and permanently for a period of two years following construction. The
on-site reports may be requested by inspections conducted by the local governing authority.
Construction Entrance
Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking. Each contractor
and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described
in this SWPPP.
Material Storage Inspections
Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to
ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas.
Off-site material storage areas used solely b the subject project are considered to be part of the project and must
be included in the erosion control plans and site inspection reports.
Soil Stabilization Inspections
Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved
final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 70% of the
background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized.
The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal.
Erosion and Sediment Control Inspections
All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5
inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls:
1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.
2. Inlet Protection: If silt fence inlet protection is to be used, sediment should be removed when it reaches
approximately one-half the height of the fence. If a sump is used, sediment should be removed when the
volume of the basin is reduced by 50%.
3. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather-related events. Mulch
in high traffic areas should be replaced on a regular basis to maintain uniform protection.
4. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the
fence.
5. Stabilized Construction Entrance: Periodic re-grading and top dressing with additional stone.
6. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established.
Establish a watering and fertilizing schedule.
7. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall
be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls
and daily pickup of litter.
In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a
frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has
washed into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard
to user of public street.
Modifications/Revisions to SWPPP
Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven (7)
calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not
provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within seven (7)
calendar days of the inspection.
It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or
contractor/subcontractor practices could make it necessary to install more control than were originally planned.
Fore example, localized concentrations of surface runoff or unusually steep areas could required additional silt
barrier or other structural controls. Assessing the need for and installing additional controls will be a continuing
contractor/subcontractor responsibility until final stabilization is achieved.
Contractors and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update
this SWPPP in order to accomplish the intended goals.
Notice of Termination
Compliance of the site with the General Construction Permit remains the responsibility of all operators that have
submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittee's
authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is
signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been
met:
1. Final stabilization has been achieved on all portions of the site for which the permittee was responsbile.
2. Another operator/permittee has assumed control over all areas of the site that have not been finally
stabilized.
3. In residential construction operations, temporary stabilization has been completed and the residence has
been transferred to the homeowner.
B12 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO
LAND-DISTURBING ACTIVITIES
Pre-construction Activity
1. The exact locations of all existing utilities within the project limits are to verified prior to construction.
2. Schedule pre-construction meeting with local stormwater authority 48 hours prior to start of construction.
3. Install protection fencing for existing trees to remain in place within the project limits
Construction Site Access
1. Install gravel construction entrance
2. Post the NOI, any additional permits, and contact information at the construction entrance. NOI to remain
posted for duration of the project.
3. Install construction staging pads, fueling station, material storage areas, concrete washout, construction
parking areas, and stabilize construction routes
Perimeter Controls
1. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed.
Initial Land Clearing and Grading Activities
1. Add protection measures to existing inlets.
2. Strip the topsoil and stabilize the topsoil stockpile.
Secondary Land Grading Activities
1. Begin site grading/construction of detention basins (if applicable) and stabilize any soil stockpiles that will
be left dormant for more than 10 days.
2. Complete the cut and fills on the site. Final grade and seed the pond slopes (if applicable). Stabilize slopes
with erosion control blanket.
3. Install storm sewer system and install inlet protection immediately upon complete of the inlet and install
Flexamat outlet protection prior to installing outlets.
Surface Stabilization
1. Apply temporary seeding and stabilize slopes in areas where rough grading has been completed.
2. Apply permanent seeding and stabilize slopes in areas where final grading has been completed.
Building Construction
1. Prior to building construction install stone surface for paved areas.
2. Building pads left dormant for more than 10 days, must be temporarily seeded.
3. Start building construction. Install staging area for building materials and stabilize.
Final Shaping/Landscaping
1. Utilize topsoil salvage in applicable areas and apply permanent seeding.
2. Apply permanent seeding around the perimeter of the site.
3. Complete utility installation, curbs, paving, and building construction.
4. Install landscaping plant material and stabilize all disturbed areas.
5. Remove all erosion and sediment control practices when areas have a uniform grass cover.
B13 EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS
This project is not subdivided into lots.
B14 MATERIAL HANDLING AND SPILL PREVENTION PLAN
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous
waste materials will be disposed in the manner specified by federal, state, or local regulations or by the
manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on
proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on
the stormwater pollution prevention plan by the operator following on-site location of the facility.
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a
spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802)
to properly report the spill. In addition, the operator shall submit a written description of the release (including the
type and amount of material released, the date of the release, the circumstances of the release, and the steps to
be taken to prevent future spill) to the local governing authority. The SWPPP must be revised within 14 calendar
days after the release to reflect the release, stating the information above along with modifications minimize the
possibility of future occurrences. Each contractor and subcontactor is responsible for complying with these
reporting requirements.
Spill Response Plan
Minor - Small spills that typically involve oil, gasoline, paint, hydraulic fluid, etc. can be controlled by the first
responder at the discovery of the spill.
·Contain spill to prevent material from entering storm or groundwater. Do not flush with water or bury.
·Use absorbent material to clean-up spill material and any subsequently contaminated soil and dispose of
properly.
Semi-Significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface
waters. Minor spills can be generally controlled by the first responder with help from other site personnel. This
response may require other operations to stop to make sure the spill is quickly and safely addressed. At the
discovery of the spill:
·Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury.
·Use absorbent material to clean-up spills and dispose of properly. Spills on impervious surfaces should be
disposed of as soon as possible to prevent migration deeper into the soil and groundwater. Dispose of
contaminated soils or absorbents properly.
·Contact 911 if the spill could be a safety issue
·Contact supervisors and designated site inspectors, including MS4 personnel, immediately.
Contaminated solids are to be removed to an approved landfill.
Major or Hazardous Spills - More than ten gallons, there is the potential for death, injury or illness to humans or
animals, or has the potential for surface or groundwater pollution.
·Control or contain the spill without risking bodily harm. Temporarily plug storm drains if possible to prevent
migration of the spill into the stormwater system
·Immediately contact the local Fire Department at 911 to report any hazardous material spill.
·Contact supervisors and designated site inspectors immediately. Governing authorities, including MS4
personnel, responsible for stormeater facilities should be contacted as well. The contractor is responsible for
having these contact numbers available at the job site. A written report should be submitted to the owner as
soon as possible.
·As soon as possible but within 2 hours of discovery, contact the local agency responsible for spill management.
The following information should be noted for future reports to the agency:
·· Name, address and phone number of person making the spill report
·· The location of the spill
·· The time of the spill
·· Identification of the spilled substance
·· Approximate quantity of the substance that has been spilled or may be further spilled
·· The duration and source of the spill
·· Name and location of the damaged waters
·· Name of spill response organization
·· What measures were taken in the spill response
·· Other information that may be significant
Additional regulations or requirement may be present. A spill response professional should be consulted to make
sure all appropriate and required steps have been taken. Contaminated solids should only be removed from the
site after approval is give by the appropriate agency.
In the event of a spill, contact the IDEM Office of Emergency Response (888) 233-7745.
B15 MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY
Sanitary/Septic
Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system
regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout
construction activities. The sanitary facilities should be utilized by all construction personnel and be serviced
regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and
subcontractors. The location of any sanitary facilities should be indicated on the stormwater pollution prevention
plan by the operator following on-site location of said facilities.
Water Source
Water used to establish and maintain grass, to control dust, and for other construction purposes must originate
from a public water supply or private well approved by the State or local health department.
Equipment Fueling and Storage Areas
Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e., bermed area).
Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may
be washed away during a rain event.
Equipment wash-down (except wheel washes) should take place within an area surrounded by a berm. The use of
detergents is prohibited.
Dust Control/Off-Site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust.
After construction, the site should stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device.
The purpose of the rock pad is to minimize the amount of soil and mud that is tracked onto existing street. If
sediment escapes the construction site, off-site accumulations of sediment must be removed a frequency sufficient
to minimize off-site impacts.
Hazardous Material Storage
Chemicals, paint, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original
containers (if original container is not resealable, store the products in a clearly labeled, waterproof container).
Except during application, the containers should be kept in trucks or in bermed areas within covered storage
facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance
with the federal state, and local regulations.
As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials
Management Plan and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor
should be designated in writing to oversee, enforce, and instruct construction workers on proper hazardous
materials storage and handling procedures. The location of any hazardous material storage areas should be
indicated on the stormwater pollution prevention plan by the operator following on-site location of the storage areas.
Concrete Washout
All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state,
and federal regulations. A pit or container is required when cleaning concrete chutes.
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All
solid waste materials, including disposable materials incidental to construction activity, must be collected in
containers or closed dumpsters. The collection containers must be emptied periodically and the collected material
hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal.
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on
proper solid waste procedures.
C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE
The proposed land use is for the construction of the Ace Hardware in the Village of WestClay The pollutants and
sources of each pollutant normally expected from this type of land use are:
Pollutant Source: Passenger vehicles, delivery vehicles.
Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease,
antifreeze, windshield cleaner solution, brake fluid, dust, rubber, glass, metal and plastic fragments, grit, road
de-icing materials.
Pollutant Source: Building
Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate
or rubber fragments from roofing system.
Pollutant Source: Trash Dumpster
Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution
operations), uneaten food products, bacteria.
Pollutant Source: Parking Lot
Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous
compounds from periodic maintenance (sealing, resurfacing, and patching), pavement de-icing materials, paint
fragments from parking stall striping, concrete fragments, wind-blown litter from off-site sources, elevated water
temperatures from contact with impervious surfaces.
Pollutant Source: Lawn and Landscape Areas
Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings)
C2 DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER QUALITY MEASURES
Permanent Vegetation
Topsoil will be placed in lawn areas and seeded with grass, and graded not to exceed 3:1 slopes. Proposed
landscape trees and shrubs will also be added. These bio areas will act as a natural filter strip to help improve
stormwater quality. The vegetated areas will slow the velocities of stormwater runoff, reduce sediment runoff, and
reduce problems associated with mud or dust from bare soils.
Wet Pond (Existing Post-Construction Measure)
Wet ponds included a permanent pool for water quality treatment and are effective for pollutant removal and peak
rate mitigation. The primary treatment mechanism is settling by gravity of particulates and their associated
pollutants while stormwater is detained in the pond.
Good Housekeeping Measures
Good housekeeping measures such as regular street or pavement sweeping, installation of trash receptacles, and
reduction in fertilizer overspray can be incorporated by the owner and/or occupant.
Mechanical BMP (Cascade Separator, etc.)
One Cascade Separator (CS-6) will be installed at the downstream end of the storm sewer system, prior to the
storm sewer outlet. The primary purpose of the BMP is to remove sediment, oils and floatable debris from the
stormwater prior to discharging from the site.
C3 PLAN DETAILS FOR EACH STORMWATER MEASURE
Refer to the Erosion Control Plan and Erosion Control Details.
C4 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
Refer to the Erosion Control Plan and Erosion Control Details.
C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER
QUALITY MEASURE
An existing wet detention pond was constructed to serve as the water quality measure.
C5 MAINTENANCE GUIDELINES FOR POST-CONSTRUCTION STORMWATER QUALITY MEASURES
Maintenance requirements for the stormwater quality measures which will remain in place after construction is
complete, are described below.
Vegetated Swale
Vegetated swales require little maintenance if properly designed. Mow as needed during the growing season;
inspect for erosion control problems twice during the first year, annually thereafter; and removed sediment, trash
and debris annually or more frequently if needed.
Wet Detention Pond
Remove debris and sediment from entire pond when necessary. Inspect perimeter of basin semi-annually and after
major storm events. Regrade soil if gullies form and replant ground. Inspect inlet and outlet devices and structures
annually and after major storm events.
Hydrodynamic Separator
Refer to the Manufacturers Operations and Maintenance Manual for the Cascade Separator CS-6 located on site.
C6 ENTITY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POST CONSTRUCTION STORMWATER
MEASURES
See owner information at the beginning of this form.
08/14/23
CONSTRUCTION DETAILS - 1 C8.0
CURB JOINT DETAIL PRECAST CONCRETE WHEELSTOPCURB TAPER DETAIL
ADA PARKING SIGN DETAIL ADA PARKING SIGN DETAIL ADA PARKING SYMBOL DETAIL PAVEMENT STRIPING DETAIL
INTEGRAL CURB AND SIDEWALK DETAIL
PAVEMENT UNDERDRAIN DETAIL
3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C8.0 DET
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 208/14/23
CONSTRUCTION DETAILS - 2 C8.13850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C8.0 DET
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 208/14/23
CONSTRUCTION DETAILS - 3 C8.23850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C8.0 DET
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 2BIKE RACK DETAIL
08/14/23
SPECIFICATIONS
C9.0
EARTHWORK:
A. GENERAL
1. EARTHWORK INCLUDES CLEARING, GRUBBING, SUBGRADE PREPARATION, REMOVAL OF TREES AND VEGETATION (INCLUDING STUMPS), PROTECTION OF TREES TO
REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON DRAWINGS.
2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS
STARTED OR RESUMED.
3. CONTRACTOR SHALL PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED AS
SHOWN ON THE DRAWINGS. FILL OBTAINED FROM OFF SITE MUST BE SUITABLE SOIL AS DEFINED IN THE SPECIFICATIONS OR AS OTHERWISE APPROVED BY
OWNER.
4. THE CONTRACTOR SHALL ACCEPT THE SITE IN ITS CURRENT STATE AND SHALL REMOVE ALL TRASH, RUBBISH, AND DEBRIS FROM THE SITE PRIOR TO STARTING
EXCAVATION.
5. EXCEPT FOR STRIPPED TOPSOIL AND OTHER MATERIALS INDICATED TO BE STOCKPILED OR OTHERWISE REMAIN OWNER'S PROPERTY, CLEARED MATERIALS
SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE.
6. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES, FACILITIES, ETC. WITHOUT OWNER PERMISSION OR AUTHORITY HAVING JURISDICTION.
7. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING EARTHWORK AND CLEARING OPERATIONS. EROSION CONTROL MEASURES
SHOULD BE PROTECTED AND MAINTAINED THROUGHOUT CONSTRUCTION.
8. CONTRACTOR SHALL CAREFULLY MAINTAIN ALL BENCHMARKS, MONUMENTS, AND OTHER REFERENCE POINTS. IF DISTURBED, CONTRACTOR SHALL ENGAGE
LICENSED LAND SURVEY FOR REPLACEMENT OF REFERENCE POINTS.
9. WHERE THESE SPECIFICATIONS CONFLICT WITH THE TOWN OF AVON STANDARDS, THE STANDARDS OF THE JURISDICTION HAVING AUTHORITY SHALL PREVAIL.
B. MATERIALS
1. CONTRACTOR TO PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS.
2. SATISFACTORY (OR SUITABLE) SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM ACCORDING TO ASTM D2487, OR A COMBINATION OF THESE
GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION AND OTHER DELETERIOUS
MATERIAL.
3. UNSATISFACTORY (OR UNSUITABLE) SOILS: SOIL CLASSIFICATION GROUPS GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A
COMBINATION OF THESE GROUPS. UNSATISFACTORY SOILS ALSO INCLUDES SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE
CONTENT AT TIME OF COMPACTION.
C. EXECUTION
1. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR ABANDONED IN PLACE. DO NOT INTERRUPT
UTILITIES SERVING FACILITIES OCCUPIED BY OWNER UNLESS PERMISSION IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY
INTERRUPTIONS.
2. REMOVE OBSTRUCTIONS, TREES, SHRUBS, AND OTHER VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. STRIP TOPSOIL TO DEPTH AS REQUIRED IN THE
FIELD TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS. STOCKPILE TOPSOIL AWAY FROM EXCAVATIONS WITHOUT
INTERMIXING WITH SUBSOIL AND GRADE STOCKPILES TO DRAIN SURFACE WATER.
3. REMOVE EXISTING ABOVE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND NECESSARY TO FACILITATE NEW CONSTRUCTION.
4. PROTECT SUBGRADES AND FOUNDATION SOILS FROM FREEZING TEMPERATURES, FROST, AND PONDING WATER.
5. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS FOR ALL STRUCTURES, WALKS, PAVEMENTS, AND UTILITY TRENCHES.
6. CONTRACTOR SHALL FURNISH AND OPERATE ALL DEWATERING MEASURES REQUIRED TO FACILITATE NEW CONSTRUCTION AND IN ACCORDANCE WITH ALL
LOCAL, STATE, AND FEDERAL REGULATIONS.
7. PROOF ROLL SUBGRADE BELOW BUILDING PAVEMENTS WITH A PNEUMATIC-TIRED DUMP TRUCK TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO
NOT PROOF ROLL WET OR SATURATED SUBGRADES. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER,
OR CONSTRUCTION ACTIVITIES AS DIRECTED BY ENGINEER OR OWNER REPRESENTATIVE, WITHOUT ADDITIONAL COMPENSATION.
8. BACKFILL ALL UTILITY TRENCHES BENEATH PAVEMENT (AND WITHIN 5') WITH GRANULAR MATERIAL.
9. SOIL FILL: USE SATISFACTORY SOIL MATERIAL UNDER ALL WALKS, PAVEMENTS, STEPS, RAMPS, BUILDING SLABS, FOOTINGS, AND FOUNDATIONS.
10. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM
MOISTURE CONTENT. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE. REMOVE AND
REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET
TO COMPACT TO SPECIFIED UNIT WEIGHT.
11. COMPACTION OF SOIL BACKFILLS AND FILLS ARE TO BE IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. WHERE NO GEOTECHNICAL REPORT EXISTS,
COMPACT ALL FILL MATERIAL BELOW STRUCTURES, PAVEMENTS, WALKS, UTILITY TRENCHES AND STEPS (AND WITHIN 5 FEET OF SAID AREAS) TO 98 PERCENT OF
THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D-698 (STANDARD PROCTOR DENSITY) OR 95 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING
TO ASTM D-1557 (MODIFIED PROCTOR DENSITY). COMPACT ALL FILL MATERIALS BELOW TURF OR UNPAVED AREAS TO 90 PERCENT OF THE MAXIMUM DRY UNIT
WEIGHT ACCORDING TO ASTM D-698 (STANDARD PROCTOR DENSITY) OR 85 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D-1557
(MODIFIED PROCTOR DENSITY). ALL FILL MATERIALS TO BE COMPACTED IN MAXIMUM 8-INCH LIFTS.
12. SITE ROUGH GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. FINISH SUBGRADES TO REQUIRED ELEVATIONS
WITHIN THE FOLLOWING TOLERANCES:
i. TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH
ii. WALKS: PLUS OR MINUS I/2 INCH.
iii. PAVEMENTS: PLUS OR MINUS 1/2 INCH
iv. INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF 12 INCH WHEN TESTED WITH A 10-FOOT STRAIGHTEDGE.
13. QUALITY CONTROL: QUALIFIED GEOTECHNICAL ENGINEER TO BE ENGAGED AS TESTING AGENCY AS DIRECTED BY OWNER.
14. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED, SETTLED,
OR WHERE THEY LOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHER
STORM SEWER:
A. GENERAL
1. STORM SEWER INCLUDES ALL PIPES, FITTINGS, MANHOLES, CLEANOUTS, TRANSITION COUPLINGS, CATCH BASINS, INLETS, END SECTIONS, AND OUTLETS.
2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS
STARTED OR RESUMED.
3. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR ABANDONED IN PLACE. DO NOT INTERRUPT
UTILITIES SERVING FACILITIES OCCUPIED BY OWNER UNLESS PERMISSION IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY
INTERRUPTIONS.
B. PRODUCTS
1. PE PIPE AND FITTINGS: PE DRAINAGE PIPE AND FITTINGS NP 3 TO NPS 10, AASHTO M 252M, TYPE S, WITH SMOOTH WATERWAY FOR COUPLING JOINTS. PE
DRAINAGE PIPE AND FITTINGS NPS 12 TO NPS 60, AASHTO M 294M, TYPE S, WITH SMOOTH WATERWAY FOR COUPLING JOINTS.
2. PVC PIPE AND FITTINGS: PIPE: ASTM F 949, PVC, OR ASTM 0-3034, F-1336, F-679, CORRUGATED PIPE WITH BELL AND SPIGOT ENDS FOR GASKETED JOINTS.
FITTINGS: ASTM 949, PVC MOLDED OR FABRICATED, SOCKET TYPE. GASKETS: ASTM F 477, ELASTOMERIC SEALS.
3. CONCRETE PIPE AND FITTINGS: REINFORCED CONCRETE SEWER PIPE AND FITTINGS MEETING ASTM C 76 WITH BELL AND SPIGOT ENDS AND GASKETED JOINTS
WITH ASTM C 443 RUBBER GASKETS. PIPE TO BE CLASS III UNLESS OTHERWISE INDICATED ON PLANS.
4. COMPLY WITH ASTM C 1173, ELASTOMERIC SLEEVE-TYPE REDUCING OR TRANSITION COUPLING, FOR JOINTING UNDERGROUND NON-PRESSURE PIPING. INCLUDE
ENDS OF SAME SIZES AS PIPING TO BE JOINED, AND CORROSION-RESISTANT METAL TENSION BAND AND TIGHTENING MECHANISM ON EACH END.
5. CLEANOUTS: CAST IRON CLEANOUTS: ASME A112.36.2M ROUND, GRAY-IRON HOUSING WITH CLAMPING DEVICE AND ROUND, SECURED, SCORIATED, GRAY-IRON
COVER. HEAVY DUTY TOP LOADING IS REQUIRED. PLASTIC CLEANOUTS: PVC BODY WITH PVC THREADED PLUG.
6. MANHOLES AND CATCH BASINS: STANDARD REINFORCED PRECAST CONCRETE MANHOLES MEETING ASTM C 478. MINIMUM 48-INCH DIAMETER UNLESS
OTHERWISE INDICATED. BASE SECTION TO BE MINIMUM 6-INCH THICKNESS AND 4-INCH THICKNESS FOR WALLS AND BASE RISER SECTION. REINFORCED
CONCRETE GRADE RINGS, 6-9 INCH TOTAL THICKNESS, TO MATCH DIAMETER OF MANHOLE FRAME AND COVER. MANHOLE FRAMES AND COVERS AS INDICATED
ON DRAWINGS. PIPE CONNECTORS SHOULD BE PROVIDED TO MEET ASTM C293, RESILIENT, OF SIZE REQUIRED, FOR EACH PIPE CONNECTING TO THE BASE
SECTION.
7. CONCRETE: CAST-IN-PLACE CONCRETE ACCORDING TO ACI 318 AND ACI 350/350R AND IN ACCORDANCE WITH THE FOLLOWING:
i. CEMENT: ASTM C 150, TYPE III
ii. FINE AGGREGATE: ASTM C 33, SAND
iii. COARSE AGGREGATE: ASTM C 33, CRUSHED GRAVEL
iv. WATER: POTABLE
8. PORTLAND CEMENT DESIGN MIX: 4,000 PSI MINIMUM WITH 0.45 MAXIMUM WATER/CEMENTIOUS MATERIALS RATIO. REINFORCING FABRIC TO MEET ASTM A 185/A
185M, STEEL, WELDED WIRE FABRIC, PLAIN. REINFORCING BARS TO MEET ASTM A 615/A 615M, GRADE 60 DEFORMED STEEL.
9. MANHOLE CHANNELS TO BE FORMED WITH AN INVERT SLOPE OF 2 PERCENT THROUGH THE MANHOLE AND BENCHES AT 4 PERCENT, SLOPED TO DRAIN INTO
CHANNEL.
10. INLETS: PROVIDE INLETS WITH HEAVY DUTY CASTINGS AS SHOWN ON DRAWINGS.
11. OUTLETS: CONCRETE END SECTION SHOULD BE PROVIDED AT ALL PIPE ENDS AND AS INDICATED ON DRAWINGS. RIP RAP APRONS TO BE INSTALLED AT ALL END
SECTIONS TO DIMENSIONS INDICATED. AVERAGE RIP-RAP SIZE TO BE 6-INCHES UNLESS OTHERWISE INDICATED ON DRAWINGS.
STORM SEWER (CONT.):
C. EXECUTION
1. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING
FACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND OTHER COUPLINGS ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS.
2. WHEN INSTALLING PIPE UNDER STREETS OR OTHER OBSTRUCTIONS THAT CANNOT BE DISTURBED, USE PIPE-JACKING PROCESS OF MICRO-TUNNELING.
3. INSTALL PIPING PITCHED DOWN IN DIRECTION OF FLOW. INSTALL PE CORRUGATED SEWER PIPING IN ACCORDANCE WITH ASTM D 2231. INSTALL PVC PIPING
ACCORDING TO ASTM D 2321 AND ASTM F 1668. INSTALL REINFORCED CONCRETE SEWER PIPING IN ACCORDANCE WITH ASTM C 1479 AND ACPA'S "CONCRETE
PIPE INSTALLATION MANUAL."
4. PIPE JOINT CONSTRUCTION: JOIN CORRUGATED PE PIPE ACCORDING TO ASTM D 3212 FOR PUSH ON JOINTS. JOIN PVC CORRUGATED SEWER PIPING IN
ACCORDANCE WITH ASTM D 2321 FOR ELASTOMERIC-SEAL JOINTS. JOIN REINFORCED CONCRETE PIPE ACCORDING TO ACPA'S "CONCRETE PIPE INSTALLATION
MANUAL" FOR RUBBER-GASKETED JOINTS. JON DISSIMILAR PIPE MATERIALS WITH NON-PRESSURE TYPE FLEXIBLE COUPLINGS.
5. CONTRACTOR TO INSPECT INTERIOR OF PIPING AND MANHOLES FOR DEFECTS. DEFECTS REQUIRING CORRECTION INCLUDE THE FOLLOWING:
i. ALIGNMENT: LESS THAN FULL DIAMETER OF INSIDE OF PIPE IS VISIBLE BETWEEN STRUCTURES.
ii. DEFLECTION: FLEXIBLE PIPING WITH DEFLECTION THAT PREVENTS PASSAGE OF BALL OR CYLINDER OF SIZE NOT LESS THAN 92.5 PERCENT OF PIPING
DIAMETER.
iii. DAMAGE: CRUSHED, BROKEN, CRACKED, OR OTHERWISE DAMAGED PIPING.
iv. INFILTRATION: WATER LEAKAGE INTO PIPING.
v. EXFILTRATION: WATER LEAKAGE FROM OR AROUND PIPING
REPLACE DEFECTIVE PIPING USING NEW MATERIALS, AND REPEAT INSPECTION UNTIL DEFECTS ARE WITHIN ALLOWANCES SPECIFIED.
6. TEST NEW PIPING SYSTEMS, AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, EXTENDED, REPAIRED, FOR LEAKS AND DEFECTS. FOR GRAVITY FLOW
STORM DRAINAGE PIPING: TEST ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION, UNI-B-6, AND THE FOLLOWING:
i. EXCEPTION: PIPING WITH SOILTIGHT JOINTS UNLESS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
ii. OPTION: TEST PLASTIC PIPING ACCORDING TO ASTM F 1417
iii. OPTION: TEST CONCRETE PIPING ACCORDING TO ASTM C 924
7. SUBMIT TESTING REPORTS AS REQUIRED BY OWNER OR AUTHORITY HAVING JURISDICTION.
ASPHALT PAVING:
A. GENERAL
1. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS
STARTED OR RESUMED.
2. USE MATERIALS AND GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS.
B. PRODUCTS
1. AGGREGATES
i. COURSE AGGREGATE: ASTM D 692/D92M, SOUND; ANGULAR CRUSHED STONE, CRUSHED GRAVEL, OR CURED, CRUSHED BLAST-FURNANCE SLAG.
ii. FINE AGGREGATE: ASTM D 1073 OR AASHTO M 29, SHARP-EDGED NATURAL SAND OR SAND PREPARED FROM STONE, GRAVEL, CURED
BLAST-FURNANCE SLAG, OR COMBINATIONS THEREOF.
a. FOR HOT-MIX ASPHALT, LIMIT NATURAL SAND TO A MAXIMUM OF 20 PERCENT BY WEIGHT OF THE TOTAL AGGREGATE MASS.
iii. MINERAL FILLER: ASTM D 242 OR AASHTO M 17, ROCK OR SLAG DUST, HYDRAULIC CEMENT, OR OTHER INERT MATERIAL.
2. ASPHALT MATERIALS
i. ASPHALT BINDER: AASHTO M 320, PG 64-22 (OR AS OTHERWISE RECOMMENDED BY INDOT STANDARDS)
ii. ASPHALT CEMENT: PER INDOT STANDARDS
iii. CUTBACK PRIME COAT: PER INDOT STANDARDS
iv. EMULSIFIED ASPHALT PRIME COAT: PER INDOT STANDARDS
v. TACK COAT: PER INDOT STANDARDS
vi. WATER: POTABLE.
vii. UNDERSEALING ASPHALT: ASTM D 3141; PUMPING CONSISTENCY.
3. AUXILIARY MATERIALS
i. RECYCLED MATERIALS FOR HOT-MIX ASPHALT MIXES: RECLAIMED ASPHALT PAVEMENT; RECLAIMED, UNBOUND AGGREGATE BASE MATERIAL; AND
RECYCLED ASPHALT SHINGLES FROM SOURCES AND GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS, EQUAL TO PERFORMANCE OF
REQUIRED HOT-MIX ASPHALT PAVING PRODUCED FROM ALL NEW MATERIALS.
ii. HERBICIDE: COMMERCIAL CHEMICAL FOR WEED CONTROL, REGISTERED BY THE EPA, AND NOT CLASSIFIED AS "RESTRICTED USE" FOR LOCATIONS
AND CONDITIONS OF APPLICATION. PROVIDE IN GRANULAR, LIQUID, OR WETTABLE POWDER FORM.
iii. SAND: ASTM D 1073 OR AASHTO M 29, GRADE NO. 2 OR NO. 3.
4. MIXES
i. RECYCLED CONTENT OF HOT-MIX ASPHALT: PER INDOT STANDARDS
ii. HOT-MIX ASPHALT: DENSE-GRADED, HOT-LAID, HOT-MIX ASPHALT PLANT MIXES APPROVED BY INDOT AND COMPLYING WITH THE FOLLOWING
REQUIREMENTS:
a. PROVIDE MIXES WITH A HISTORY OF SATISFACTORY PERFORMANCE IN GEOGRAPHICAL AREA WHERE PROJECT IS LOCATED.
b. BASE COURSE: 25.0 MM OR 19.0 MM (AS INDICATED ON DRAWINGS)
c. SURFACE COURSE: 9.5MM
C. EXECUTION
1. EXAMINATION
i. VERIFY THAT SUBGRADE IS DRY AND IN SUITABLE CONDITION TO BEGIN PAVING.
ii. PROOF-ROLL SUBGRADE BELOW PAVEMENTS WITH HEAVY PNEUMATIC-TIRED EQUIPMENT TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS
YIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES. PROOFROLL TO BE PERFORMED BY QUALIFIED GEOTECHNICAL ENGINEER.
a. COMPLETELY PROOF-ROLL SUBGRADE IN ONE DIRECTION LIMIT VEHICLE SPEED TO 3 MPH.
b. PROOF ROLL WITH A LOADED 10-WHEEL, TANDEM-AXLE DUMP TRUCK WEIGHING NOT LESS THAN 15 TONS
c. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVE PUMPING OR RUTTING, AS DETERMINED BY ENGINEER,
AND REPLACE WITH COMPACTED BACKFILL OR FILL AS DIRECTED.
d. PROCEED WITH PAVING ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
2. SURFACE PREPARATION
i. GENERAL: IMMEDIATELY BEFORE PLACING ASPHALT MATERIALS, REMOVE LOOSE AND DELETERIOUS MATERIAL FROM SUBSTRATE SURFACES.
ENSURE THAT PREPARED SUBGRADE IS READY TO RECEIVE PAVING.
ii. HERBICIDE TREATMENT: APPLY HERBICIDE ACCORDING TO MANUFACTURER'S RECOMMENDED RATES AND WRITTEN APPLICATION INSTRUCTIONS.
APPLY TO DRY, PREPARED SUBGRADE OR SURFACE OF COMPACTED-AGGREGATE BASE BEFORE APPLYING PAVING MATERIALS.
a. MIX HERBICIDE WITH PRIME COAT IF FORMULATED BY MANUFACTURER FOR THAT PURPOSE
iii. CUTBACK PRIME COAT: APPLY UNIFORMLY OVER SURFACE OF COMPACTED UNBOUND-AGGREGATE BASE COURSE AT A RATE OF 0.15 TO 0.50
GAL./SQ. YD. APPLY ENOUGH MATERIAL TO PENETRATE AND SEAL, BUT NOT FLOOD, SURFACE. ALLOW PRIME COAT TO CURE.
a. IF PRIME COAT IS NOT ENTIRELY ABSORBED WITHIN 24 HOURS AFTER APPLICATION, SPREAD SAND OVER SURFACE TO BLOT EXCESS
ASPHALT. USE ENOUGH SAND TO PREVENT PICKUP UNDER TRAFFIC. REMOVE LOOSE SAND BY SWEEPING BEFORE PAVEMENT IS PLACED AND AFTER VOLATILES
HAVE EVAPORATED.
b. PROTECT PRIMED SUBSTRATE FROM DAMAGE UNTIL READY TO RECEIVE PAVING.
iv. TACK COAT: APPLY UNIFORMLY TO SURFACES OF EXISTING PAVEMENT AT A RATE OF 0.05 TO 0.15 GAL./SQ. YD.
a. ALLOW TACK COAT TO CURE UNDISTURBED BEFORE APPLYING HOT-MIX ASPHALT PAVING.
b. AVOID SMEARING OR STAINING ADJOINING SURFACES, APPURTENANCES, AND SURROUNDINGS. REMOVE SPILLAGES AND CLEAN
AFFECTED SURFACES.
3. PLACING HOT-MIX ASPHALT
i. MACHINE PLACE HOT-MIX ASPHALT ON PREPARED SURFACE, SPREAD UNIFORMLY, AND STRIKE OFF. PLACE ASPHALT MIX BY HAND IN AREAS
INACCESSIBLE TO EQUIPMENT IN A MANNER THAT PREVENTS SEGREGATION OF MIX. PLACE EACH COURSE TO REQUIRED GRADE, CROSS SECTION, AND
THICKNESS WHEN COMPACTED.
a. PLACE HOT-MIX ASPHALT BASE COURSE IN NUMBER OF LIFTS AND THICKNESSES INDICATED.
b. PLACE HOT-MIX ASPHALT SURFACE COURSE IN SINGLE LIFT.
c. SPREAD MIX AT A MINIMUM TEMPERATURE OF 250 DEG F
d. BEGIN APPLYING MIX ALONG CENTERLINE OF CROWN FOR CROWNED SECTIONS AND ON HIGH SIDE OF ONE-WAY SLOPES UNLESS
OTHERWISE INDICATED.
e. REGULATE PAVER MACHINE SPEED TO OBTAIN SMOOTH, CONTINUOUS SURFACE FREE OF PULLS AND TEARS IN ASPHALT-PAVING MAT.
ii. PLACE PAVING IN CONSECUTIVE STRIPS NOT LESS THAN 10 FEET WIDE UNLESS INFILL EDGE STRIPS OF A LESSER WIDTH ARE REQUIRED.
a. AFTER FIRST STRIP HAS BEEN PLACED AND ROLLED, PLACE SUCCEEDING STRIPS AND EXTEND ROLLING TO OVERLAP PREVIOUS
STRIPS. OVERLAP MIX PLACEMENT ABOUT 1 TO 1-1/2 INCHES FROM STRIP TO STRIP TO ENSURE PROPER COMPACTION OF MIX ALONG LONGITUDINAL JOINTS.
b. COMPLETE A SECTION OF ASPHALT BASE COURSE BEFORE PLACING ASPHALT SURFACE COURSE.
iii. PROMPTLY CORRECT SURFACE IRREGULARITIES IN PAVING COURSE BEHIND PAVER. USE SUITABLE HAND TOOLS TO REMOVE EXCESS MATERIAL
FORMING HIGH SPOTS. FILL DEPRESSIONS WITH HOT-MIX ASPHALT TO PREVENT SEGREGATION OF MIX; USE SUITABLE HAND TOOLS TO SMOOTH SURFACE.
4. JOINTS
i. CONSTRUCT JOINTS TO ENSURE A CONTINUOUS BOND BETWEEN ADJOINING PAVING SECTIONS. CONSTRUCT JOINTS FREE OF DEPRESSIONS, WITH
SAME TEXTURE AND SMOOTHNESS AS OTHER SECTIONS OF HOT-MIX ASPHALT COURSE.
a. CLEAN CONTACT SURFACES AND APPLY TACK COAT TO JOINTS.
b. OFFSET LONGITUDINAL JOINTS, IN SUCCESSIVE COURSES, A MINIMUM OF 6 INCHES
c. OFFSET TRANSVERSE JOINTS, IN SUCCESSIVE COURSES, A MINIMUM OF 24 INCHES
d. CONSTRUCT TRANSVERSE JOINTS AT EACH POINT WHERE PAVER ENDS A DAY'S WORK AND RESUMES WORK AT A SUBSEQUENT
TIME. CONSTRUCT THESE JOINTS USING EITHER "BULKHEAD" OR "PAPERED" METHOD ACCORDING TO AI MS-22, FOR BOTH "ENDING A LANE" AND "RESUMPTION
OF PAVING OPERATIONS."
e. COMPACT JOINTS AS SOON AS HOT-MIX ASPHALT WILL BEAR ROLLER WEIGHT WITHOUT EXCESSIVE DISPLACEMENT.
f. COMPACT ASPHALT AT JOINTS TO A DENSITY WITHIN 2 PERCENT OF SPECIFIED COURSE DENSITY.
ASPHALT PAVING (CONT.):
5. COMPACTION
i. GENERAL: BEGIN COMPACTION AS SOON AS PLACED HOT-MIX PAVING WILL BEAR ROLLER WEIGHT WITHOUT EXCESSIVE DISPLACEMENT. COMPACT
HOT-MIX PAVING WITH HOT, HAND TAMPERS OR WITH VIBRATORY-PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS.
a. COMPLETE COMPACTION BEFORE MIX TEMPERATURE COOLS TO 185 DEG F
ii. BREAKDOWN ROLLING: COMPLETE BREAKDOWN OR INITIAL ROLLING IMMEDIATELY AFTER ROLLING JOINTS AND OUTSIDE EDGE. EXAMINE SURFACE
IMMEDIATELY AFTER BREAKDOWN ROLLING FOR INDICATED CROWN, GRADE, AND SMOOTHNESS. CORRECT LAYDOWN AND ROLLING OPERATIONS TO COMPLY
WITH REQUIREMENTS.
iii. INTERMEDIATE ROLLING: BEGIN INTERMEDIATE ROLLING IMMEDIATELY AFTER BREAKDOWN ROLLING WHILE HOT-MIX ASPHALT IS STILL HOT
ENOUGH TO ACHIEVE SPECIFIED DENSITY. CONTINUE ROLLING UNTIL HOT-MIX ASPHALT COURSE HAS BEEN UNIFORMLY COMPACTED TO THE FOLLOWING
DENSITY:
a. AVERAGE DENSITY: 96 PERCENT OF REFERENCE LABORATORY DENSITY ACCORDING TO ASTM D 6927 OR AASHTO T 245, BUT NOT
LESS THAN 94 PERCENT OR GREATER THAN 100 PERCENT.
b. AVERAGE DENSITY: 92 PERCENT OF REFERENCE MAXIMUM THEORETICAL DENSITY ACCORDING TO ASTM D 2041, BUT NOT LESS THAN
90 PERCENT OR GREATER THAN 96 PERCENT.
iv. FINISH ROLLING: FINISH ROLL PAVED SURFACES TO REMOVE ROLLER MARKS WHILE HOT-MIX ASPHALT IS STILL WARM.
v. EDGE SHAPING: WHILE SURFACE IS BEING COMPACTED AND FINISHED, TRIM EDGES OF PAVEMENT TO PROPER ALIGNMENT. BEVEL EDGES WHILE
ASPHALT IS STILL HOT; COMPACT THOROUGHLY.
vi. REPAIRS: REMOVE PAVED AREAS THAT ARE DEFECTIVE OR CONTAMINATED WITH FOREIGN MATERIALS AND REPLACE WITH FRESH, HOT-MIX
ASPHALT. COMPACT BY ROLLING TO SPECIFIED DENSITY AND SURFACE SMOOTHNESS.
viiI. PROTECTION: AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS COOLED AND HARDENED.
viiiI. ERECT BARRICADES TO PROTECT PAVING FROM TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO BECOME MARKED.
6. INSTALLATION TOLERANCES
i. PAVEMENT THICKNESS: COMPACT EACH COURSE TO PRODUCE THE THICKNESS INDICATED WITHIN THE FOLLOWING TOLERANCES:
a. BASE COURSE: PLUS OR MINUS 1/2 INCH
b. SURFACE COURSE: PLUS 1/4 INCH NO MINUS.
ii. PAVEMENT SURFACE SMOOTHNESS: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS WITHIN THE FOLLOWING TOLERANCES AS
DETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIED TRANSVERSELY OR LONGITUDINALLY TO PAVED AREAS:
a. BASE COURSE: 1/4 INCH
b. SURFACE COURSE: 1/8 INCH
c. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND AT RIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE
VARIANCE FROM TEMPLATE IS 1/4 INCH
7. FIELD QUALITY CONTROL
i. TESTING AGENCY: CONTRACTOR TO ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.
ii. THICKNESS: IN-PLACE COMPACTED THICKNESS OF HOT-MIX ASPHALT COURSES WILL BE DETERMINED ACCORDING TO ASTM D 3549.
iii. SURFACE SMOOTHNESS: FINISHED SURFACE OF EACH HOT-MIX ASPHALT COURSE WILL BE TESTED FOR COMPLIANCE WITH SMOOTHNESS
TOLERANCES.
iv. IN-PLACE DENSITY: TESTING AGENCY WILL TAKE SAMPLES OF UNCOMPACTED PAVING MIXTURES AND COMPACTED PAVEMENT ACCORDING TO ASTM
D 979 OR AASHTO T 168.
a. REFERENCE MAXIMUM THEORETICAL DENSITY WILL BE DETERMINED BY AVERAGING RESULTS FROM FOUR SAMPLES OF HOT-MIX
ASPHALT-PAVING MIXTURE DELIVERED DAILY TO SITE, PREPARED ACCORDING TO ASTM D 2041, AND COMPACTED ACCORDING TO JOB-MIX SPECIFICATIONS.
b. IN-PLACE DENSITY OF COMPACTED PAVEMENT WILL BE DETERMINED BY TESTING CORE SAMPLES ACCORDING TO ASTM D 1188 OR
ASTM D 2726.
v. ONE CORE SAMPLE WILL BE TAKEN FOR EVERY 1000 SQ. YD. OR LESS OF INSTALLED PAVEMENT, WITH NO FEWER THAN THREE CORES TAKEN.
vi. FIELD DENSITY OF IN-PLACE COMPACTED PAVEMENT MAY ALSO BE DETERMINED BY NUCLEAR METHOD ACCORDING TO ASTM D 2950 AND
CORRELATED WITH ASTM D 1188 OR ASTM D 2726.
vii. REPLACE AND COMPACT HOT-MIX ASPHALT WHERE CORE TESTS WERE TAKEN.
viii. REMOVE AND REPLACE OR INSTALL ADDITIONAL HOT-MIX ASPHALT WHERE TEST RESULTS OR MEASUREMENTS INDICATE THAT IT DOES NOT
COMPLY WITH SPECIFIED REQUIREMENTS.
CONCRETE PAVING:
A. GENERAL
1. CONCRETE PAVING SECTION INCLUDES DRIVEWAYS, ROADWAYS, PARKING LOTS, CURBS AND GUTTERS, WALKS, AND CONCRETE APRONS.
2. ACTION SUBMITTALS
i. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.
ii. OTHER ACTION SUBMITTALS
a. DESIGN MIXTURES: FOR EACH CONCRETE PAVING MIXTURE. INCLUDE ALTERNATE DESIGN MIXTURES WHEN CHARACTERISTICS OF
MATERIALS PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS.
b. MATERIAL TEST REPORTS: FROM A QUALIFIED TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS FOR COMPLIANCE OF THE
FOLLOWING WITH REQUIREMENTS INDICATED, BASED ON COMPREHENSIVE TESTING OF CURRENT MATERIALS.
3. QUALITY ASSURANCE
i. READY-MIX-CONCRETE MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING READY-MIXED CONCRETE PRODUCTS AND THAT
COMPLIES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT.
ii. ACI PUBLICATIONS: COMPLY WITH ACI 301 (ACI 301M) UNLESS OTHERWISE INDICATED.
iii. HANDICAP STANDARDS: PROVIDE RAMPS INDICATED FOR HANDICAP ACCESS IN ACCORDANCE WITH ANSI A117 AND FEDERAL AMERICANS WITH
DISABILITIES ACT (ADA).
B. PRODUCTS
1. STEEL REINFORCEMENT
i. RECYCLED CONTENT: POST CONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER RECYCLED CONTENT NOT LESS THAN 25 PERCENT.
ii. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185/A 185M, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS.
iii. DEFORMED-STEEL WELDED WIRE REINFORCEMENT: ASTM A 497/A 497M, FLAT SHEET.
iv. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420); DEFORMED.
v. PLAIN-STEEL WIRE: ASTM A 82/A 82M, AS DRAWN.
vi. DEFORMED-STEEL WIRE: ASTM A 496/A 496M.
vii. DOWEL BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420) PLAIN-STEEL BARS; ZINC COATED (GALVANIZED) AFTER FABRICATION ACCORDING TO
ASTM A 767/A 767M, CLASS I COATING. CUT BARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS.
viii. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS, WELDED
WIRE REINFORCEMENT, AND DOWELS IN PLACE. MANUFACTURE BAR SUPPORTS ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE" FROM STEEL WIRE, PLASTIC,
OR PRECAST CONCRETE OF GREATER COMPRESSIVE STRENGTH THAN CONCRETE SPECIFIED.
2. CONCRETE MATERIALS
i. CEMENTITIOUS MATERIAL: USE THE FOLLOWING CEMENTITIOUS MATERIALS, OF SAME TYPE, BRAND, AND SOURCE THROUGHOUT PROJECT:
a. PORTLAND CEMENT: ASTM C 150, PORTLAND CEMENT TYPE I.
b. FLY ASH: ASTM C 618, CLASS C OR CLASS F.
c. GROUND GRANULATED BLAST-FURNACE SLAG: ASTM C 989, GRADE 100 OR 120.
ii. NORMAL-WEIGHT AGGREGATES: ASTM C 33,UNIFORMLY GRADED, AND AS FOLLOWS:
a. COMBINED AGGREGATE GRADATION: WELL GRADED FROM COARSEST TO FINEST WITH NOT MORE THAN 18 PERCENT AND NOT LESS
THAN 8 PERCENT RETAINED ON A INDIVIDUAL SIEVE, EXPECT THAT LESS THAN 8 PERCENT MAY BE RETAINED ON COARSEST SIEVE AND ON NO. 50 SIEVE, AND LESS THAN 8
PERCENT MAY BE RETAINED ON SIEVES FINER THAN NO. 50.
b. USE CRUSHED LIMESTONE COARSE AGGREGATE FOR CONCRETE EXPOSED TO WEATHER.
iii. WATER: POTABLE AND COMPLYING WITH ASTM C 94/C 94M.
iv. AIR-ENTRAINING ADMIXTURE: ASTM C 260.
v. CHEMICAL ADMIXTURES: ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND TO CONTAIN NOT MORE
THAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL.
vi. NOTE: WHERE CLASS A, B, OR C CONCRETE IS REFERENCE IN PLANS OR SPECIFICATIONS, THE CLASS IS AS DEFINED IN ACI 347-04.
3. CURING MATERIALS
i. ABSORPTIVE COVER: AASHTO M 182, CLASS 3, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305 G/SQ. M)
DRY.
ii. MOISTURE-RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP-POLYETHYLENE SHEET.
iii. WATER: POTABLE.
iv. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR, FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE.
v. CLEAR, WATERBORNE, MEMBRANE-FORMING CURING COMPOUND: ASTM C 309, TYPE 1, CLASS B, DISSIPATING.
vi. WHITE, WATERBORNE, MEMBRANE-FORMING CURING COMPOUND: ASTM C 309, TYPE 2, CLASS B, DISSIPATING.
4. FIBER REINFORCEMENT
i. FIBROUS REINFORCEMENT: 100% VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS FOR SECONDARY REINFORCEMENT OF CONCRETE,
ASTM C 116, TYPE III. SHALL CONTAIN NO REPROCESSED OLEFIN MATERIALS.
a. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: FIBERMESH 150; PROPEX CONCRETE
SYSTEMS CORP., STEALTH FIBER MICRO REINFORCEMENT; SI CONCRETE SYSTEMS, OR APPROVED EQUAL
5. RELATED MATERIALS
i. JOINT FILLERS: ASTM D 1751, ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR SELF-EXPANDING CORK IN PREFORMED STRIPS.
ii. PENETRATING ANTI-SPALLING SEALER: THE SEALER SHALL BE A SILANE WATER BASED COMPOUND WHICH HAS A 96% CHLORIDE-ION SCREEN AND A
REPELLENCY FACTOR OF 92% WHEN TESTED IN ACCORDANCE WITH NCHRP #244, TEST METHOD. IN ADDITION, THE SEALER-TREATED CONCRETE MUST EXHIBIT NO
SCALING WHEN EXPOSED TO 120 CYCLES OF FREEZING-AND-THAWING IN ACCORDANCE WITH ASTM C 672.
a. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: "WEATHER WORKER HEAVY-DUTY WB
(J-27 WB)"; DAYTON SUPERIOR CORP., "ENVIROSEAL 20"; HYDROZO INCORP., "PENTANE WB"; L & M CONSTRUCTION CHEMICALS, INC.
6. CONCRETE MIXTURES
i. PREPARE DESIGN MIXTURES, PROPORTIONED ACCORDING TO ACI 301 (ACI 301M), WITH THE FOLLOWING PROPERTIES:
a. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI (27.6 MPA).
CONCRETE PAVING (CONT.):
b. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO AT POINT OF PLACEMENT: 0.45.
c. SLUMP LIMIT: 5 INCHES (125 MM), PLUS OR MINUS 1 INCH (25 MM).
d. AIR CONTENT: 6.5 PERCENT PLUS OR MINUS 1.5 PERCENT.
ii. CHEMICAL ADMIXTURES: USE ADMIXTURES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.
7. CONCRETE MIXING
i. READY-MIXED CONCRETE: MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM C 94/C 94M. FURNISH BATCH
CERTIFICATES FOR EACH BATCH DISCHARGED AND USED IN THE WORK.
C. EXECUTION
1. EXAMINATION AND PREPARATION
i. PROOF-ROLL PREPARED SUBBASE SURFACE BELOW CONCRETE PAVING TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING.
ii. REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFORE PLACING CONCRETE.
2. EDGE FORMS AND SCREED CONSTRUCTION
i. SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDES TO REQUIRED LINES, GRADES, AND ELEVATIONS.
INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT.
ii. CLEAN FORMS AFTER EACH USE AND COAT WITH FORM-RELEASE AGENT TO ENSURE SEPARATION FROM CONCRETE WITHOUT DAMAGE.
3. STEEL REINFORCEMENT
i. GENERAL: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT.
4. JOINTS
i. GENERAL: FORM CONSTRUCTION, ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGES TRUE TO LINE, WITH FACES PERPENDICULAR TO SURFACE
PLANE OF CONCRETE. CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED.
ii. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING AND AT LOCATIONS WHERE PAVING OPERATIONS
ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVING TERMINATES AT ISOLATION JOINTS.
iii. ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT-FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS,
STRUCTURES, OTHER FIXED OBJECTS, AND WHERE INDICATED.
iv. CONTRACTION JOINTS: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT
CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS.
v. EDGING: AFTER INITIAL FLOATING, TOOL EDGES OF PAVING, GUTTERS, CURBS, AND JOINTS IN CONCRETE WITH AN EDGING TOOL TO A 1/4-INCH
(6-MM) RADIUS. REPEAT TOOLING OF EDGES AFTER APPLYING SURFACE FINISHES. ELIMINATE EDGING-TOOL MARKS ON CONCRETE SURFACES.
5. CONCRETE PLACEMENT
i. MOISTEN SUBBASE TO PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED.
ii. COMPLY WITH ACI 301 (ACI 301M) REQUIREMENTS FOR MEASURING, MIXING, TRANSPORTING, PLACING, AND CONSOLIDATING CONCRETE.
iii. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSE JOINTS. DO NOT PUSH OR DRAG CONCRETE INTO PLACE OR
USE VIBRATORS TO MOVE CONCRETE INTO PLACE.
iv. SCREED PAVING SURFACE WITH A STRAIGHTEDGE AND STRIKE OFF.
v. COMMENCE INITIAL FLOATING USING BULL FLOATS OR DARBIES TO IMPART AN OPEN-TEXTURED AND UNIFORM SURFACE PLANE BEFORE EXCESS
MOISTURE OR BLEED WATER APPEARS ON THE SURFACE. DO NOT FURTHER DISTURB CONCRETE SURFACES BEFORE BEGINNING FINISHING OPERATIONS OR SPREADING
SURFACE TREATMENTS.
6. CONCRETE PROTECTION AND CURING
i. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
ii. COMPLY WITH ACI 306.1 FOR COLD-WEATHER PROTECTION.
iii. EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO CONCRETE SURFACES IF HOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS
APPROACHING 0.2 LB/SQ. FT. X H (1 KG/SQ. M X H) BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AFTER
PLACING, SCREEDING, AND BULL FLOATING OR DARBYING CONCRETE BUT BEFORE FLOAT FINISHING.
iv. BEGIN CURING AFTER FINISHING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE.
v. CURING METHODS: CURE CONCRETE BY MOISTURE CURING, MOISTURE-RETAINING-COVER CURING, CURING COMPOUND, OR A COMBINATION OF
THESE.
vi. PENETRATING, ANTI-SPALLING SEALER TREATMENT: APPLY COMPOUNDS TO CLEAN, DRY CONCRETE SURFACES FREE OF OIL, DIRT, AND OTHER
FOREIGN MATERIAL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEALER TO BE APPLIED TO ALL EXTERIOR CONCRETE PAVING AND CURBS AFTER CONCRETE HAS
CURED 28 DAYS.
7. PAVING TOLERANCES
i. COMPLY WITH TOLERANCES IN ACI 117 AND AS FOLLOWS:
a. ELEVATION: 3/4 INCH (19 MM).
b. THICKNESS: PLUS 3/8 INCH (10 MM), MINUS 1/4 INCH (6 MM).
c. SURFACE: GAP BELOW 10-FOOT- (3-M-) LONG, UNLEVELED STRAIGHTEDGE NOT TO EXCEED 1/2 INCH (13 MM).
d. JOINT SPACING: 3 INCHES (75 MM).
e. CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (6 MM), NO MINUS.
f. JOINT WIDTH: PLUS 1/8 INCH (3 MM), NO MINUS.
ii. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE MARKINGS OF DIMENSIONS INDICATED WITH UNIFORM, STRAIGHT EDGES. APPLY AT
MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS (0.4 MM).
8. REPAIRS AND PROTECTION
i. REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT DOES NOT COMPLY WITH REQUIREMENTS IN THIS
SECTION. REMOVE WORK IN COMPLETE SECTIONS FROM JOINT TO JOINT UNLESS OTHERWISE APPROVED BY ENGINEER.
ii. PROTECT CONCRETE PAVING FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14 DAYS AFTER PLACEMENT. WHEN CONSTRUCTION
TRAFFIC IS PERMITTED, MAINTAIN PAVING AS CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY OCCUR.
iii. MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL. SWEEP PAVING NOT MORE THAN TWO DAYS
BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS.
DEMOLITION:
A. GENERAL
1. THE CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE, ALL EXISTING STRUCTURES, FENCES, CONCRETE AND PAVEMENT ON SITE, UNLESS NOTED TO REMAIN
ON THE CONTRACT DRAWINGS.
2. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION.
B. SUMMARY
THIS SECTION REQUIRES REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING:
1. ASPHALT PARKING LOT.
2. MISCELLANEOUS CONCRETE, STORM SEWER, PLANT MATERIAL, UNDERGROUND CONDUITS, SITE LIGHTS, ETC., LOCATED ON SITE.
C. SUBMITTALS
SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS.
1. A PROPOSED SCHEDULE OF OPERATIONS COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED.
2. PROVIDE A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORK TO BE COMPLETED.
D. JOB CONDITIONS
1. SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED
ITEMS FROM THE SITE AS THEY ARE REMOVED.
i. STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON SITE.
2. EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED.
3. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER
ADJACENT OCCUPIED AND USED FACILITIES.
i. DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE LOCAL
AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES.
4. PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDINGS,
STRUCTURES, AND OTHER FACILITIES AND INJURY TO PERSONS.
5. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS.
6. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DISCONNECT, CAP
AND REMOVE UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE
SATISFACTION OF LOCAL UTILITIES.
E. DEMOLITION
1. BELOW-GRADE CONSTRUCTION: DEMOLISH FOUNDATION WALLS AND OTHER BELOW-GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS, TO A DEPTH OF NOT
LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL.
2. FILLING VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION STRUCTURES.
F. DISPOSAL OF DEMOLISHED MATERIALS
1. GENERAL: REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.
2. REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE.
WATER:
A. ALL WATER MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF CARMEL STANDARDS AND SPECIFICATIONS, LATEST EDITION.
SANITARY SEWER:
A. ALL SANITARY MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARDS AND SPECIFICATIONS, LATEST EDITION.
B. A DEFLECTION TEST SHALL BE PERFORMED ON EACH FLEXIBLE PIPE FOLLOWING THE ELAPSE OF THIRTY (30) DAYS AFTER THE PLACEMENT OF THE FINAL BACKFILL.
NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5%) OR GREATER. THE DIAMETER OF THE RIGID BALL OR MANDREL USED FOR A DEFLECTION TEST SHALL BE
NO LESS THAN NINETY-FIVE PERCENT (95%) OF THE BASE INSIDE DIAMETER OF THE PIPE TO BE TESTED DEPENDENT ON WHAT IS SPECIFIED IN THE CORRESPONDING
ASTM STANDARD. THE TEST SHALL NOT BE PERFORMED WITH THE AID OF A MECHANICAL PULLING DEVICE.
C. LOW PRESSURE AIR TEST SHALL CONFORM TO ASTM F1417, STANDARD TEST METHOD FOR INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING
LOW-PRESSURE AIR, FOR PLASTIC PIPE.
D. MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR
PRESSURE (VACUUM) TEST.
E. HYDROSTATIC PRESSURE AND LEAKAGE TESTS MUST BE PERFORMED ON ALL FORCEMAINS. THE HYDROSTATIC PRESSURE TEST MUST CONFORM TO ANSI/AWWA
C600.3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240 Phone: (317) 779-2194 NO. DATE REMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWARE Village of WestClay 2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C9.0 SPECS
CERTIFIED BY1 06/06/2023 REVISIONS PER TAC REVIEW2 07/07/2023 ADDENDUM 23 07/07/2023 ISSUED FOR CONSTRUCTION4 07/25/2023 BULLETIN 208/14/23