HomeMy WebLinkAboutSite Drawings_4230342
C001 TITLE SHEET.pdf C001
10650 N. MICHIGAN ROAD, ZIONSVILLE, IN 46077 DOCKET #18100014 DP ADLS C001 TITLE SHEET w170533-C001 title NO SCALE PROJECT LOCATION LOCATION MAP BENCHMARK INFORMATION 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 TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION
ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART
"P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION
TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER
THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0205G PANEL 205 OF 300, DATED NOVEMBER 19, 2014. 13. BEARINGS, DIMENSIONS AND EASEMENTS
ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND
WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP ONLINE VIEWER, VIEWED JANUARY 2018. GENERAL NOTES CITY OF CARMEL STANDARD NOTES 1. NO EARTH DISTURBING ACTIVITY MAY
TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT 2. THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. 3. 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. 4. 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 THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE
BY THE DEVELOPER. 5. 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. 6. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL
DUCT BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE
SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY THE CITY. 7. 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 RELATES TO WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY. DESIGN DATA EXISTING ZONING: B-3 ZONING OVERLAY: US 421 TOTAL ACREAGE: 7.54 ACRES LIMITS OF DISTURBANCE: 3.40 ACRES (DISTURBANCE WILL DIFFER FROM BANK SITE TOTAL)
W S N E CITY OF CARMEL PLANNING ONE CIVIC SQUARE CARMEL, IN 46032 ANGIE CONN / ALEXIA LOPEZ TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 JOHN THOMAS
/ ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 JIM BLANCHARD TEL: 317/571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL,
INDIANA 46032 CHRIS ELLISON TEL: 317/571-2600 CARMEL CITY UTILITIES 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2648 HAMILTON COUNTY SURVEYOR ONE HAMILTON
COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 TEL: 317/776-8495 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET NOBLESVILLE, INDIANA 46060 TEL: 317/773-7770 HAMILTON COUNTY
HEALTH DEPARTMENT 18030 FOUNDATION DR. SUITE A NOBLESVILLE, INDIANA 46060 JASON LEMASTER TEL: 317/776-8500 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A
INDIANAPOLIS, IN 46280-1098 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 SOUTH MILL CREEK RD. NOBLESVILLE, INDIANA 46060 TEL: 317/776-5352 COMCAST 9750 E. 150th STREET SUITE 1600
NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 VECTREN GAS P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 TEL: 317/776-5573 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 TEL: 317/252-5168
OPERATING AUTHORITIES PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: RUSSELL
WEBSTER, EIT EMAIL: WEBSTERR@WEIHE.NET CONSTRUCTION PLANS FOR NOTTINGHAM, LLC OUTLOTS PLANS PREPARED FOR NOTTINGHAM, LLC 10650 N. MICHIGAN ROAD ZIONSVILLE, IN 46077 PHONE: 317.873.3333
EXT. 135 CONTACT PERSON: JOHN PEARSON EMAIL: JPEARSON@MYINDYFORD.COM PROJECT LOCATION AREA MAP SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG 121ST
STREET FROM ITS JUNCTION WITH SR 421 (AKA MICHIGAN ROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, IN THE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO 54 1989,
SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET
WEST OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) TBM - 2: NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH OF CENTERLINE
OF NOTTINGHAM WAY. ELEV = 901.01 (NAVD 88). 106th STREET US 421 / N MICHIGAN ROAD LAND DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST OF THE
SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 19 MINUTES 30 SECONDS
EAST (ASSUMED BEARING) ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 754.78 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 19 MINUTES 30 SECONDS EAST
ALONG SAID WEST LINE, A DISTANCE OF 559.62 FEET; THENCE NORTH 85 DEGREES 23 MINUTES 52 SECONDS EAST A DISTANCE OF 546.60 FEET TO THE WEST RIGHT OF WAY LINE FOR STATE ROAD 421; THE FOLLOWING
TWO CALLS BEING ALONG SAID WEST RIGHT OF WAY LINE: 1) THENCE SOUTH 20 DEGREES 36 MINUTES 55 SECONDS EAST A DISTANCE OF 9.97 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF 17336.45
FEET, THE RADIUS POINT OF WHICH BEARS NORTH 72 DEGREES 47 MINUTES 55 SECONDS EAST: 2) THENCE ALONG SAID CURVE A DISTANCE OF 420.04 FEET: THENCE SOUTH 27 DEGREES 19 MINUTES 31 SECONDS
WEST A DISTANCE OF 34.04 FEET; THENCE SOUTH 71 DEGREES 14 MINUTES 52 SECONDS WEST A DISTANCE OF 423.77 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS OF 79.00 FEET, THE RADIUS POINT
OF WHICH BEARS SOUTH 18 DEGREES 45 MINUTES 08 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE A DISTANCE OF 49.66 FEET; THENCE NORTH 89 DEGREES 40 MINUTES 30 SECONDS WEST A DISTANCE
OF 224.56 FEET TO THE POINT OF BEGINNING, CONTAINING 7.54 ACRES, MORE OR LESS. Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C002 EXISTING SITE LAYOUT C100 SWPPP PHASE
1 C101 SWPPP PHASE 2 C102 SWPPP SPECIFICATIONS C103 SWPPP DETAILS C201 SITE DETAILS C300 GRADING PLAN C400 ACCESS ROAD PLAN AND PROFILE C500 SANITARY SEWER PLAN AND PROFILE C600 STORM
SEWER PLAN AND PROFILE C601 STORM SEWER PLAN AND PROFILE C602 DRAINAGE DETAILS C800 UTILITY PLAN C801 UTILITY PLAN DETAILS C802 SANITARY SEWER SPECIFICATIONS C900 PROJECT SPECIFICATIONS
REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077
PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC
OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu
dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019R
LW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW
C002 EXISTING SITE LAYOUT.pdf C002
G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) W FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM FM FM US 421 (MICHIGAN ROAD) S85°28'08"W 546.91' DELTA=1°23'04" R=17386.45' T=210.06' L=420.11' CH BRG=N17°48'23"W CH LEN=420.10' S27°24'46"W 34.04' S71°20'07"W 423.77' N89°37'55"W
234.69' N20°31'42"W 9.90' NOTTINGHAM WAY REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533
PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATE BY 05.08.2019 SSR DATE: RLW
Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW 10.19.2018 RLW W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452
- 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280
weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS 03.08.2019 RLW ADDRESSED DRAINAGE REVIEW COMMENTS 03.26.2019 RLW PLANS UPDATED FOR REVIEW COMMENTS 04.29.2019
RLW FINAL CONSTRUCTION PLANS 05.08.2019 RLW LEGEND REBAR FOUND BENCH MARK TEMPORARY BENCH MARK GUY ANCHOR UTILITY POLE CONIFEROUS TREE UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND
COMMUNICATIONS FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOUNDARY LINE FLOW LINE FIRE HYDRANT WATER VALVE BOLLARD SIGN DECIDUOUS TREE BEEHIVE INLET CURB INLET STORM MANHOLE SANITARY
SEWER CLEANOUT SANITARY SEWER MANHOLEG G G W W W FM FM FM REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE PIPE HIGH DENSITY POLYETHYLENE PIPE RCP PVC HDPE SECTION LINE INDEX CONTOUR INTERMEDIATE
CONTOUR SANITARY SEWER STORM SEWER INV INVERT ASPHALT CONCRETE (CONC) SPOT ELEVATION (GROUND) DESCRIPTIONSYM THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED
UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY
OPERATING REFERENCE STATIONS (CORS). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE
VERTICAL DATUM IS BASED UPON NAVD 88. SPOT ELEVATION (HARD SURFACE) GAS PIPELINE MARKER SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG 121ST STREET
FROM ITS JUNCTION WITH SR 421 (AKA MICHIGAN ROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, IN THE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO 54 1989, SET
IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET WEST
OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) TBM - 2: NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH OF CENTERLINE
OF NOTTINGHAM WAY. ELEV = 901.01 (NAVD 88). (GRASS AND COMMON VEGETATION, ONCE A FARMED FIELD) C002 EXISTING SITE LAYOUT (GRASS AND COMMON VEGETATION, ONCE A FARMED FIELD) (GRASS AND
COMMON VEGETATION, ONCE A FARMED FIELD) (GRASS AND COMMON VEGETATION, ONCE A FARMED FIELD)
C100 SWPPP PHASE 1.pdf C100
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D
D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDDD D D E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W T(U)
T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM US 421
(MICHIGAN ROAD) S85°28'08"W 546.91' DELTA=1°23'04" R=17386.45' T=210.06' L=420.11' CH BRG=N17°48'23"W CH LEN=420.10' S27°24'46"W 34.04' S71°20'07"W 423.77' N89°37'55"W 234.69'
N20°31'42"W 9.90' NOTTINGHAM WAY 1 2 3 4 6 7 SF SF SF SF SF SF STOCKPILE AREA (CONTRACTOR TO DETERMINE SIZE AND LOCATION) 4 IP IP SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF 4 4 4 6 6 6 5 84 C100 SWPPP PHASE 1 w170533-C100 swppp1 GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER
DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY
FOR THE INSTALLATION OF THE NEW WORK. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES
WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 3. UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE
RELOCATED AND/OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR
AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 6. ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING.
NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 7. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT
INFORMATION. 8. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE
LOCATION ON SITE. 9. IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. SWPPP PHASE 1 LEGEND - INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - CONSTRUCTION ENTRANCE - STAGING AREA - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN
APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES (PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD ADDITIONAL MEASURES AS CONSTRUCTION
PHASING AND SITE CONDITIONS DICTATE - CONCRETE WASHOUT - STOCKPILE AREA (TEMPORARY SEEDING REQUIRED) - SILT FENCE - TREE PROTECTION - ROCK CHECK DAM - LIMITS OF DISTURBANCE SD IP SF
CD D EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT
FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT
PRACTICES EROSION CONTROL SPECIFICATIONS 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF
SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY
SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND
FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR
TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6. IF
GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED
METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY
WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9. IT SHALL
BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES
IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS
REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION
ACTIVITY. 10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11. PORTABLE TOILETS MUST BE ANCHORED. WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS,
IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC SITE PREPARATION / SWPPP PHASE 1 NOTES INSTALL PERMIT POSTING AREA.
4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL
ON SHEET C103 INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103 REMOVE EXISTING SANITARY SEWER AND MANHOLE AS SHOWN. COORDINATE
WITH SHEETS C500 AND C800 REMOVE EXISTING TREE(S) AND VEGETATION STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. REMOVE EXISTING STRUCTURE. REMOVE
15' OF EXISTING PIPE. INSTALL CONCRETE BULKHEAD TO PLUG REMAINING LENGTH OF 24" PIPE AT MANHOLE. 1 2 3 4 5 6 7 LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND
ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE
BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A) FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER
OPTICFO FO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County,
Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019
SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611
800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana
46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW
FINAL CONSTRUCTION PLANS05.08.2019RLW BENCHMARK INFORMATION SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG 121ST STREET FROM ITS JUNCTION WITH
SR 421 (AKA MICHIGAN ROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, IN THE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO 54 1989, SET IN THE TOP OF A CONCRETE
POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET WEST OF THE CENTER OF NOTTINGHAM
WAY. ELEV = 897.71 (NAVD 88) TBM - 2: NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH OF CENTERLINE OF NOTTINGHAM WAY. ELEV = 901.01
(NAVD 88). 8 EXISTING AREAS TOTAL SITE = 7.54 AC. DISTURBED = 3.40 AC. PERVIOUS = 7.54 AC. IMPERVIOUS = 0.00 AC.
C101 SWPPP PHASE 2.pdf C101
D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D
D D D D D D D D D D D D D D D D D D D D D D D D D D D D DDDD D D SAN SAN E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W
W W T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM US
421 (MICHIGAN ROAD) NOTTINGHAM WAY G W C C 3.41 ACRES W C C G E E E E E E E E E E E * IP IP IP IP IP IP IP IP IP IP IP IP CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC -WARNINGTHIS
PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. -NOTE THIS PLAN INDICATES EROSION CONTROL MEASURES
REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. DISTURBED ACREAGE = 3.40± AC. LAND DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP
17 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00
DEGREES 19 MINUTES 30 SECONDS EAST (ASSUMED BEARING) ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, A DISTANCE OF 754.78 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES
19 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, A DISTANCE OF 559.62 FEET; THENCE NORTH 85 DEGREES 23 MINUTES 52 SECONDS EAST A DISTANCE OF 546.60 FEET TO THE WEST RIGHT OF WAY LINE
FOR STATE ROAD 421; THE FOLLOWING TWO CALLS BEING ALONG SAID WEST RIGHT OF WAY LINE: 1) THENCE SOUTH 20 DEGREES 36 MINUTES 55 SECONDS EAST A DISTANCE OF 9.97 FEET TO THE BEGINNING OF
A CURVE WITH A RADIUS OF 17336.45 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 72 DEGREES 47 MINUTES 55 SECONDS EAST: 2) THENCE ALONG SAID CURVE A DISTANCE OF 420.04 FEET: THENCE SOUTH
27 DEGREES 19 MINUTES 31 SECONDS WEST A DISTANCE OF 34.04 FEET; THENCE SOUTH 71 DEGREES 14 MINUTES 52 SECONDS WEST A DISTANCE OF 423.77 FEET TO THE BEGINNING OF A CURVE WITH A RADIUS
OF 79.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 18 DEGREES 45 MINUTES 08 SECONDS EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE A DISTANCE OF 49.66 FEET; THENCE NORTH 89 DEGREES 40
MINUTES 30 SECONDS WEST A DISTANCE OF 224.56 FEET TO THE POINT OF BEGINNING, CONTAINING 7.54 ACRES, MORE OR LESS. C101 SWPPP PHASE 2 w170533-C101 swppp2 SWPPP PHASE 2 LEGEND - INLET
PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - PERMANENT/TEMPORARY SEEDING USE PLANTING CHART - EROSION CONTROL BLANKET - USE S150BN BIO-NET
AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - CONSTRUCTION ENTRANCE - STAGING AREA - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN
APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - CONCRETE WASHOUT - SILT FENCE - INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES (PAVEMENT AREA) AS SHOWN. CONTRACTOR TO
ADD ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND SITE CONDITIONS DICTATE - ROCK CHECK DAM - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) - RIPRAP, REFER TO GRADING PLAN SHEET C300
FOR SIZING - SITE DISCHARGE POINT SD IP SF * D LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD
UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A) E(A)
E E E C C C C(A) C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A) FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFO FO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER
STORM SEWER EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL
SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. EROSION CONTROL SPECIFICATIONS 1. THIS
PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR
AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT
WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON
THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE
INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED
AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327
IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY
AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 10. FOR SEASONAL
VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11. PORTABLE TOILETS MUST BE ANCHORED. CD REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East,
Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT
NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW W S N E STEVEN SCOTT RUCKER P.E.
11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505
N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS
UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW BENCHMARK INFORMATION SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG
121ST STREET FROM ITS JUNCTION WITH SR 421 (AKA MICHIGAN ROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, IN THE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO
54 1989, SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET
AND 27 FEET WEST OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) TBM - 2: NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH
OF CENTERLINE OF NOTTINGHAM WAY. ELEV = 901.01 (NAVD 88).
C102 SWPPP SPECIFICATIONS.pdf C102
SECTION 2 MATERIAL HANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING
AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION
AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED TO ONE
LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA.
THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED
SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED
OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM
THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT
MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR
TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME
THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER,
SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN
ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION
IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL
BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION
OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN
A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING,
OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE
BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED
IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR
CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE
USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE
IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES
WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE
THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS
SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER
A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION
CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED
OF IN PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS.
UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED
TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT SHOULD
BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. SECTION 1 EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT 317-571-2600
CARMEL POLICE DEPARTMENT 317-571-2500 INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745 HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406
CITY OF CARMEL ENGINEERING 317-571-2441 RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE SUBSTANCES; REPORTING, CONTAINMENT AND CLEANUP (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED
FEB 25, 1997, 1:00 P.M.: 20 IR 1734) RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE 327 IAC 2-6.1-1 APPLICABILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC
13-18-3; IC 13-18-8; IC 13-18-17 SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES,
PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING
OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED
JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-2 SPECIAL AREAS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC
13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST
REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY
VULNERABLE TO DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. (WATER
POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-3270705
53BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-3 EXCLUSIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC
13-18-17 SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: (1) DISCHARGES OR EXCEEDANCES THAT
ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR.
(2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR (B) DUST SUPPRESSION MATERIALS. (3)
THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE WATERS OF THE STATE. (4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. (5) SPILLS OF INTEGRAL OPERATING
FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. (6)
OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. (7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN APPROVED
AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25
P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-4 DEFINITIONS AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC 14-25-7-13; IC 14-25-7-15 SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D),
IC 13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265, AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: (1) "ANIMAL"
MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND MOLLUSKS. (2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE DEPENDENT UPON AN AQUATIC ENVIRONMENT.
(3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE
DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. (4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS
TO: (A) PUBLIC HEALTH, SAFETY, OR WELFARE; (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR (C) ANIMALS OR AQUATIC LIFE. (5) "DOWNSTREAM WATER USER" MEANS:
(A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D); (B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15; (C) USERS OF RECREATIONAL WATERS; OR (D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. (6) "EXTREMELY HAZARDOUS SUBSTANCE"
MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) (7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY ITEMS
THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS UNDER COMMON CONTROL
WITH, SUCH PERSON. (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR RIGHT-OF-WAY. (9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14).
(10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: (A) RAIL AND MOTOR VEHICLES; (B) AIRCRAFT; (C) WATERCRAFT; (D) PIPELINES; OR (E) OTHER MEANS OF TRANSPORTATION;
IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY. (11) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES
THAT ARE: (A) OF A QUANTITY AND A TYPE; AND (B) PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY
HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF. (12) "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION
AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. (13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: (A) BOATING, SWIMMING, FISHING,
HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT. (14)
"REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND
42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR
OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE
DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. (16) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: (A) THE SPILL IS CONTAINED; AND
(B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. (17) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN
AT THE TIME OF THE REPORT: (A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT
FROM CLAUSE (A). (C) THE LOCATION OF THE SPILL. (D) THE TIME OF THE SPILL. (E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED. (F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN
OR MAY FURTHER BE SPILLED. (G) THE DURATION OF THE SPILL. (H) THE SOURCE OF THE SPILL. (I) NAME AND LOCATION OF THE WATERS DAMAGED. (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING
TO THE SPILL. (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. (L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (18) "WATERS",
AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN,
FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF-STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING
OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4;
FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA) 327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 5. THE FOLLOWING
SPILLS FROM A FACILITY MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS FROM A FACILITY
THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8-4.1
THAT ARE: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (3) SPILLS THAT
DAMAGE WATERS OF THE STATE AND THAT: (A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR (B) ARE LOCATED
WITHIN ONE HUNDRED (100) YARDS OF: (I) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN; (II) ANY WATER DESIGNATED
AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B); (III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT
TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN; OR (IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL
RESOURCES OR THE FEDERAL GOVERNMENT. (4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE FOLLOWING MUST BE REPORTED: (A) SPILLS TO SURFACE WATERS:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (II) SPILLS
OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (B) SPILLS TO SOIL BEYOND THE
FACILITY BOUNDARY: (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER
IS LESS; (II) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (C)
SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (II) SPILLS
OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (5) ANY SPILL FOR WHICH
A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED
FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS
OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS THAT DAMAGE SURFACE WATERS. (3) SPILLS TO SOIL: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY
HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS
FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION
CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 7. ANY PERSON WHO OPERATES, CONTROLS,
OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING:
(1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE STATE. (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH
A SPILL RESPONSE. (3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY
RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES
A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE
TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525
N. SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER
THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE FOLLOWING: (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED
WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS,
OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED
FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED
MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8;
IC 13-18-17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES
RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS
WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25,
1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION
AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS OCCURRED,
THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION CONTROL BOARD;
327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) C102
SWPPP SPECIFICATIONS w170533-C102 swppp spec SEASONAL SOIL PROTECTION CHART SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES
OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING
SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY
DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND
STREETS BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST
ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CrA CROSBY SILT LOAM 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY
AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE
LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED
ON THIS SOIL. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS
FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. NO SCALE PERMANENT SEEDING SODDING MULCHING METHOD STABILIZATION
SOIL SEEDING DORMANT SEEDING TEMPORARY A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY
BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE. D = WHEAT OR RYE 2 BUSHEL/ACRE.
E = ANNUAL RYEGRASS 40 LBS/ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS/ACRE. */I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. ** IRRIGATION NEEDED
FOR 2 TO 3 WEEKS AFTER APPLYING SOD. *KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. SWPPP FOR CONSTRUCTION SITES: 1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE: 05120201120080 2.
NAME OF ALL RECEIVING WATERS IF THE DISCHARGE IS TO A MUNICIPAL SEPARATE STORM SEWER, IDENTIFY THE ULTIMATE RECEIVING WATER: EAGLE CREEK-LONG BRANCH/IRISHMAN RUN 3. ESTIMATE OF PEAK
DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10-YEAR): 13.90 cfs 4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: DUE WEST INTO THROUGH PROPOSED AND EXISTING
STORM SEWER TO THE EXISTING POND 5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, SUCH AS ABANDONED WELLS OR SINKHOLES: N/A 6. SOILS MAP OF THE PREDOMINANT
SOIL TYPES INCLUDING: a. SOIL LEGEND WITH DESCRIPTIONS OF EACH SOIL TYPE: THIS SHEET b. BRIEF DESCRIPTION OF HOW THE SITE HAS ACCOMMODATED THE EXISTING SOIL LIMITATIONS 7. DESCRIPTION
OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS,
OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE
THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING
IN THE STORM SYSTEM. 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: PERMANENT BMPS INCLUDE THE EXISTING WET POND WHICH IS A DESIGNED WETLAND ONE AQUA SWIRL AS-6. TEMPORARY
MEASURES INCLUDE SILT FENCE, INLET PROTECTION, ROCK CHECK DAMS, TEMP AND PERMANENT SEEDING. REFER TO SHEETS C100, C101, AND C103 FOR ALL DETAILS. 9. GENERAL CONSTRUCTION SEQUENCE: a.
A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION. b. CONSTRUCTION ENTRANCE - REMOVE EXISTING ASPHALT AND STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT ALONG GRAND BOULEVARD. c. INSTALL SILT FENCING AND ALL OTHER EROSION
CONTROL MEASURES PRIOR TO ANY EARTH MOVING. d. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. e. STORM SEWER - INSTALL STORM SEWER SYSTEM AND
CORRESPONDING INLET PROTECTION f. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. g. PAVEMENT - INSTALL STONE, BASE COURSES
AND FINISHED GRADES FOR ENTRY DRIVE. h. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. i. FINAL
LANDSCAPING - INSTALL FINAL LANDSCAPING. 10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS: STOCKPILES WILL BE GENERALLY ON THE SOUTH PORTION OF THE SITE SINCE
MOST OF THE SITE WILL BE IN CUT. 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON. PROVIDE APPLICATION RATES FOR SOIL AMENDMENTS AND SEED MIXTURES,
AS WELL AS, THE TYPE AND APPLICATION RATE FOR MULCH: SEEDING CHART SHOWN ON THIS SHEET. SEEDING DETAILS SHOWN ON C103. 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL
BUILDING LOTS: EROSION CONTROL SPECS ARE ON SHEET C100, C101, C102, AND C900. 13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN: a. LIST OF EXPECTED MATERIALS THAT MAY BE PRESENT
ON THE SITE DURING CONSTRUCTION OPERATIONS: ASPHALT, CONCRETE, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL, SOIL, FERTILIZER, PESTICIDES, STEEL, WOOD. b. WRITTEN DESCRIPTION
OF HOW THESE MATERIALS WILL BE HANDLED TO MINIMIZE THE POTENTIAL OF ENTERING THE STORM SEWER SYSTEM: ALL MATERIALS WILL BE HANDLED TO MINIMIZE RISK OF SPILLS AND POLLUTION. c. PROCEDURES
FOR THE CONTRACTOR TO TAKE IF ANY SPILLS OCCUR DURING CONSTRUCTION: IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCUR; SOIL EROSION; FERTILIZER AND PESTICIDES FROM
LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE
POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM, AND SHALL MEET THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES
FOR CONTAMINANTS PRESENT ON SITE. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE a. NAME: FRED PARKER, CPESC
b. ADDRESS: 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 c. TELEPHONE NUMBER: (317) 846-6611 d. E-MAIL ADDRESS: PARKERF@WEIHE.NET e. LIST OF QUALIFICATIONS: CPESC 15. CURRENT REVISION
DATE ON ALL SHEETS: REFER TO TITLE BLOCK ON EACH SHEET SWPPP FOR POST-CONSTRUCTION: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: OIL, GREASE,
ANTIFREEZE, GASOLINE AND DIESEL FUEL, SOIL, FERTILIZER, PESTICIDES. 2. POST-CONSTRUCTION STORMWATER QUALITY MEASURES: THIS SITE HAS BEEN INCLUDED AS A PART OF THE EXISTING POND AND
THE ASSOCIATED MASTER PLAN, ALONG WITH AQUA SWIRL AS-6. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION DESCRIPTION OF WHEN THE PROPOSED POST CONSTRUCTION STORMWATER
QUALITY MEASURES WILL BE INSTALLED IN RELATION TO THE GENERAL CONSTRUCTION SEQUENCE: THIS SITE HAS BEEN INCLUDED AS A PART OF THE EXISTING POND AND THE ASSOCIATED MASTER PLAN, ALONG
AQUA SWIRL AS-6. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS: THIS SITE HAS BEEN INCLUDED AS A PART OF THE
EXISTING POND AND THE ASSOCIATED MASTER PLAN, ALONG WITH AQUA SWIRL AS-6. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: THIS SITE HAS
BEEN INCLUDED AS A PART OF THE EXISTING POND AND THE ASSOCIATED MASTER PLAN ALONG WITH AQUA SWIRL AS-6. PROJECT LOCATION LOCATION MAP 106th STREET US 421 / N MICHIGAN ROAD PROJECT LOCATION
SOIL MAP MmB2: THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK-SWELL POTENTIAL,
AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE
LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED
WITH SUITABLE MATERIAL. CrA CrA Br MmB2 BrCrA CrA REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED
FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow.
before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax
WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.
SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW
C103 SWPPP DETAILS.pdf C103
SEDIMENTATION/SILT FENCE MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS
PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF
CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH
WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE
EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE
POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH
AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH
THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE
INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO
DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. _ REMOVE DEPOSITED
SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST ONE FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE SILT FENCE POST TO JOIN TO ENDS OF TWO FENCES. EMBEDDED SILT
FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE
AND BOTTOM OF TRENCH 8"X4" TRENCH TO BE BACKFILLED AND COMPACTED WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 6' MAX. SPACING EMBEDDED SILT FENCE
MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND
BOTTOM OF TRENCH POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GUAGE (MIN)-6" MESH REQ'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC SECURE
TO POSTS WITH 2" LATH 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST TWO FULL TURNS TO PROVIDE A SECURE CONNECTION INSTALLATION 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE
MATERIAL FROM THE FOUNDATION AREA. 2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN
THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION INGRESS/EGRESS
PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE _ INSPECT DAILY. _ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. _ TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED. _ IMMEDIATELY
REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. _ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN.
REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL. WIDTH: (A) - 20' MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT DRIVE, WHICHEVER IS GREATER. WOOD OR METAL STAKES
TO SECURE THE STRAW BALES (TWO PER BALE) 10 MIL. PLASTIC LINING STRAW BALE (TYP) SECTION LINE STRAW BALE (TYP) BINDING WIRE WOOD OR METAL STAKES (TYP) - 2 PER BALE NATIVE MATERIAL (OPTIONAL)
POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES (NO SCALE)TYPE "ABOVE GRADE W/ STRAW BALES" 4" WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) POLYETHYLENE LINING 10
MIL. EXTENDING OVER BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES CONCRETE
WASHOUT WOOD POST 3"x3"x8' BLACK LETTER 6" HEIGHT 3/8" TREATED PLYWOOD 48"x24" PAINTED WHITE 0.5" LAG SCREWS INSTALLATION 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION
PREVENTION PLAN TO INSTALL THE SYSTEM. 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT
IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER
THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING
SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. 6. PLACE A
NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL).
7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND
EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. 10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE.
C103 SWPPP DETAILS w170533-C103 swppp det 3'3' PLAN 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT
FACILITY. SECTION CONCRETE WASHOUT 8" 8" 8"X4" TRENCH TO BE BACKFILLED AND COMPACTED POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH
OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. LOAD SLOPE LESS THAN 2% 2 TO 5% 5 TO 10% 10 TO 20% MORE THAN 20% MAX. DISTANCE ABOVE FENCE 100 FT. 75 FT. 50 FT. 25 FT.
15 FT. TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD WITHOUT WIRE SUPPORT WITH WIRE SUPPORT SMALL SITES - LESS THAN TWO ACRES (NO SCALE) GEOTEXTILE FABRIC UNDERLINER #2 STONE AGGREGATE
PUBLIC ROAD #2 STONE AGGREGATE 150' (MIN.) (NO SCALE) FLOW FINISH GRADE UNDISTURBED GROUND FLOW FINISH GRADE UNDISTURBED GROUND 6-8" (MIN.) NOTES: 1. THE SWPPP INFORMATION SIGN MUST
BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 2. ALL POSTED
DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 3. CONTRACTOR SHALL
POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. 4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND
EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. SWPPP INFORMATION SIGN COPY OF NOI COPY OF IDEM
NOTICE OF SUFFICIENCY SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL,
SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). "SWPPP INFORMATION" MUST BE
DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. 3" MIN.3" MIN. COPY OF DRAINAGE APPROVAL LETTER COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION
SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE (NO SCALE) ALTERNATE CONTRACTOR MAY USE A LINED (10 MIL. POLYETHYLENE) DUMPSTER FOR CONCRETE WASHOUT. SHEET
1 OF 1 DRAWN CHECKED QA MFG APPROVED DWG NOSIZE SCALE REV REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC LIFT HANDLES STAINLESS STEEL CLAMPING BAND REAR CURB GUARD FLAP WITH
MAGNETIC TIE-DOWNS ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC DISTRIBUTED BY ADS WWW.INLETFILTERS.COM (866) 287-8655 PH (630) 355-3477 FX INFO@INLETFILTERS.COM INSTALLATION:
1. 2. REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE 3. REPLACE GRATE STANDARD 2" OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM IPP
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS AUG. 1 - SEPT. 1 GERMAN MILLET WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15 ANNUAL
RYEGRASS 40 LBS. ¼ INCH MARCH 1 - MAY 1 40 LBS. 1 TO 2 INCHES MAY 1 - JUNE 1 SUDANGRASS 35 LBS. MAY 1 - JULY 30 BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1 CORN (BROADCAST) 300 LBS. MAY 11
- AUG. 10 SORGHUM 35 LBS. MAY 1 - JULY 15 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE
SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. 2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED
ON THE LOCATION OF THE PROJECT SITE WITHIN THE STATE. NOTES 1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY
ANCHORED. 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. SEEDBED PREPARATION 1. TEST SOIL TO
DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER,
OR EQUIVALENT. 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE
SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. NOTES
1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. 2. DAILY SEEDING WHEN
THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR
IT IN PLACE. MAINTENANCE 1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. 2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY.
3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH WHERE NECESSARY. 4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL
SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL TEMPORARY SEED TABLE
1. TEMPORARY SEEDING SPECIFICATIONS SEED SPECIES1 RATE PER ACRE PLANTING DEPTH
OPTIMUM DATES2 MAINTENANCE 1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING FOR FAILURE.
2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT
BE USED UNTIL PROPERLY CLEANED OUT. 3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT. 4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN
CAPACITY FOR CONCRETE WASTE. 5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. 6. WHEN CONCRETE WASHOUT
SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. REVISIONS
AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT
NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS
SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape
Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW
ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER
THE DIKE SECTION 20" AND GLUED DOWN CONSTRUCTION AREA SECTION A-A DIKE PLAN VIEW APRON ADHESIVE FLOW ADHESIVE 20" 20" ADHESIVE ADHESIVE ADHESIVE ADHESIVE NOTES 1. INSTALLED SILT DIKE
UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT
APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. FLOW OVERLAP PER MANUFACTURER'S RECOMMENDATIONS SILT DIKE (ON EXISTING PAVEMENT) (NO
SCALE) EXISTING CONCRETE OR ASPHALT PAVEMENT MAINTENANCE 1) AFTER EACH STORM EVENT AND AT WEEKLY INTERVALS, INSPECT THE SILT DIKES AND LEVEL OF SEDIMENT PRESENT UPSTREAM OF THE DIKE.
2) IF THE SEDIMENT IS 1/2 THE HEIGHT OF THE DIKE, REMOVE SEDIMENT AND DISPOSE OF IN AN APPROVED LOCATION. 4) INSPECT DIKE TO ENSURE STORMWATER FLOW IS NOT FLOWING AROUND OR UNDER THE
DIKE. 5) REPLACE SATURATED OR REPAIR TORN OR DAMAGED DIKES AS REQUIRED. INSTALLATION 1) INSTALL SILT DIKE PER THE PLAN LOCATIONS. 2) INSTALL DIKE ON PAVEMENT SURFACE PER MANUFACTURERS
RECOMMENDATIONS AND INSURE GOOD CONTACT WITH THE ASPHALT SURFACE WITH NO VOIDS UNDER FABRIC. NOTES 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT
SEEDING MIXTURES, AT THE FOLLOWING RATES: 1.A. SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE 1.B. WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR
FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED INSTALLATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL
OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.)
SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF
TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS
THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING
DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY
BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING
MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER
SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED
WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3.
MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE 1. INSPECT
WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. 2. CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS
DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. 3. CHECK FOR EROSION OR MOVEMENT OF MULCH. 4. REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY
VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. 5. IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION,
AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. 6. IF VEGETATION FAILS
TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
7. IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. 8. ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING
TO SOIL TEST RECOMMENDATIONS. 9. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND
ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING
RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE
CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA
STORM WATER QUALITY MANUAL LAWNS AND HIGH-MAINTENANCE AREAS 1. BLUEGRASS 2. PERENNIAL RYEGRASS (TURF TYPE) 3. TALL FESCUE (TURF TYPE) - BLUEGRASS 170 LBS. 30 LBS. CHANNELS AND AREAS
OF CONCENTRATED FLOW 1. PERENNIAL RYEGRASS - WHITE 2. KENTUCKY BLUEGRASS - SMOOTH BROMEGRASS - SWITCHGRASS - TIMOTHY - PERENNIAL RYEGRASS - WHITE CLOVER 20 LBS. 10 LBS. 3 LBS. 4 LBS.
10 LBS. 2 LBS. 3. TALL FESCUE - WHITE CLOVER 150 LBS. 2 LBS. 4. TALL FESCUE - PERENNIAL RYEGRASS - KENTUCKY BLUEGRASS 5.5 TO 7.5 140 LBS. 5.5 TO 7.0 60 LBS. 90 LBS. 5.6 TO 7.0 5.6 TO
7.5 150 LBS. 2 LBS. 5.5 TO 7.0 5.5 TO 7.5 5.5 TO 7.5 150 LBS. 20 LBS. 20 LBS. PERMANENT SEED SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM
SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH
C201 SITE DETAILS.pdf C201
NOTE: SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U-POST AND MEET INDOT AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. COMBINED CONCRETE CURB & GUTTER
COMBINED CONCRETE CURB & GUTTER CURB JOINT DETAIL C201 SITE DETAILS w170533-C201 site det SIDEWALK SECTION - DRIVEWAY CROSSING TYPE II (NO SCALE) 12 3/4" BACKFILL 6 3/4" 1"R 2"R 6"
3/4" 6" 3/4" SLOPE 1/4" PER FT. 6" MIN. 18" 1"R 2"R 6" 12 3/4" BACKFILL 3" TOPSOIL TYPE III (NO SCALE) (NO SCALE) STOP SIGN (24" x 24") 5.0' (MIN.) MIN. 4" COMPACTED #53 STONE
BASE OR MATCH STONE SECTION MIN. 6" CLASS "A" CONCRETE OR MATCH PAVEMENT SECTION (NO SCALE) (NO SCALE) TYPICAL SIDEWALK SECTION 5.0' (MIN.) 4" CLASS "A" CONCRETE 1/2" PREFORMED JOINT
FILLER TRANSVERSE JOINT TRANSVERSE JOINT 1/2" PREFORMED JOINT FILLER 50' MAXIMUM 3" TOPSOIL MIN. 4" COMPACTED #53 STONE BASE MIN. 4" COMPACTED #53 STONE BASE 6" MIN. 18" 1/2" PREFORMED
JOINT FILLER TRANSVERSE JOINT TRANSVERSE JOINT 1/2" PREFORMED JOINT FILLER PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD
SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS MIN. 4" COMPACTED #53 STONE BASE 6'-0" (MAX.)
BETWEEN TRANSVERSE JOINTS 48.0' (MAX.) BETWEEN EXPANSION JOINTS 6'-0" (MAX.) BETWEEN TRANSVERSE JOINTS 48.0' (MAX.) BETWEEN EXPANSION JOINTS REVISIONS AND ISSUES Part of SW/4, Section
6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN
BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW
STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E.,
L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW
PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW
C300 GRADING PLAN.pdf C300
SAN SAN E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)
W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM US 421 (MICHIGAN ROAD) NOTTINGHAM WAY G W 1.38 ACRES C C 1.99
ACRES 3.41 ACRES W C C G E E E E E E E E E E E DO NOT INSTALL SIDEWALK BEYOND THIS POINT UNTIL PIPE RUN TO THE NORTH IS INSTALLED. GENERAL GRADING NOTES 1. CONTRACTOR SHALL REFER TO
THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 2. REFER TO THE INDIANA
DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE
INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS
TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. 4. AFTER STRIPPING TOPSOIL,
PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE
MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5. TOPSOIL SHALL BE PLACED
IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS
OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL
TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL
MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY
DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211.
8. MAXIMUM LAWN SLOPE IS 3:1. 9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY
COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 10. THE CONTRACTOR
SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT
AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 14. ANY PART OF SANITARY OR STORM
SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS
FOR WORKER SAFETY. 16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL
CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION.
CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/
DEVELOPER OR ENGINEER. 18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19. VERTICAL CURVES, WITH A MINIMUM
LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20. CONTRACTOR TO INSTALL CONCRETE CRADLES
WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21. ALL DISTURBED AREA SHALL
BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. GENERAL NOTES THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0205G, DATED NOVEMBER 19, 2014. 24" OUTLET DISCHARGE
SUMMARY PEAK DISCHARGE (CFS) RETURN PERIOD 10 YR. 100 YR. N/A 12.98 ALLOWABLE ACTUAL W/OFFSITE N/A N/A NET SITE ACREAGE (MINUS ROW) OFF-SITE ACREAGE 3.65 ACRES 0 ACRES C300 w170533-C300
grad ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER
COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST
INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER
TRAFFIC SIGNAL POLE TRAFFIC SIGNAL DOWN SPOUT COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT
LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE
FINISH FLOOR ELEVATION TOC TOP OF CASTING TC TOP OF CURB GUT GUTTER CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH
DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT GRADING PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES
EXISTING SPOT ELEVATION CURB & GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND
GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU
OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN CARMEL REQUIREMENTS
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES
OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-0F-WAY. 3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO
LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, OR 12 INCHES ABOVE THE ADJACENT ROADWAY, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES,
WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE
WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM
OF THE WINDOW WELL. GRADE BREAK LINE FLOW DIRECTION AND SLOPE GRADING PLAN REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County,
Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019
SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611
800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana
46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW
FINAL CONSTRUCTION PLANS05.08.2019RLW BENCHMARK INFORMATION SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2 EAST ALONG 121ST STREET FROM ITS JUNCTION WITH
SR 421 (AKA MICHIGAN ROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, IN THE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO 54 1989, SET IN THE TOP OF A CONCRETE
POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET WEST OF THE CENTER OF NOTTINGHAM
WAY. ELEV = 897.71 (NAVD 88) TBM - 2: NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH OF CENTERLINE OF NOTTINGHAM WAY. ELEV = 901.01
(NAVD 88).
C400 ACCESS ROAD PLAN AND PROFILE.pdf C400
SAN SAN E E E E E E E E E E E E E E W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM NOTTINGHAM WAY W G E E E E E E E E E
E E ' ' ' PROPOSED ACCESS ROAD 890 895 900 905 910 890 895 900 905 910 -0+500+000+501+001+502+002+503+003+504+004+505+005+506+00 C400 ACCESS ROAD PLAN AND PROFILE ELECTRICAL RISER GUY
ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL
BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC
SIGNAL DOWN SPOUT COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER
MANHOLE SANITARY STUB MARKER PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC
TOP OF CASTING CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT PLAN AND PROFILE LEGEND UTILITIES ABBREVIATIONS LINE TYPES FLOW LINE SANITARY SEWER MAIN STORM SEWER MAIN
UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A)
C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN S E W N HORIZONTAL SCALE: 1"=30'
VERTICAL SCALE: 1"=3' REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN
RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call
R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn
livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019
ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW
C500 SANITARY SEWER PLAN AND PROFILE.pdf C500
SAN SAN E E E E E E E E E E E E E E E E W W W NOTTINGHAM WAY G W E E E E E E E E E E E SANITARY MAIN EXTENSION 885 890 895 900 905 910 885 890 895 900 905 910 -0+50 0+00 0+50
1+00 1+50 2+00 2+50 3+00 3+50 SANITARY SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER PF-723A PF-726 PF-727 STRUCTURE TYPE MANHOLE MANHOLE MANHOLE TOP OF CASTING 896.02 897.67 900.59 CASTING
TYPE NEENAH R-1772 NEENAH R-1772 NEENAH R-1772 INVERT INV IN = 889.05(N) INV IN = 889.61(NW) INV OUT = 889.51(S) INV OUT = 890.40(SE) STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE
PF-726 PF-727 DOWNSTREAM STRUCTURE PF-723A PF-726 SIZE 8" 8" MATERIAL PVC (SDR-35) PVC (SDR-35) LENGTH 101' 176' SLOPE 0.45% 0.45% EXISTING SANITARY 885 890 895 900 905 -0+500+000+501+001+502+002+50
3+00 C500 SANITARY SEWER PLAN AND PROFILE SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL
CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING
TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS
INFORMATION IS NOT GUARANTEED. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND
PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ANY PART OF SANITARY TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 7. IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT
AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE
PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE
DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 12. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 13. ALL UTILITY STRUCTURES
IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 14. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWER INSTALLATION. 15. SANITARY
SEWER LATERAL SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. 16. ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS
PEDESTAL RIGHT OF WAY LINE BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER
SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL DOWN SPOUT COMMUNICATIONS RISER
STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER PARKING LOT
LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC TOP OF CASTING CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN
SANITARY STR STRUCTURE CO CLEANOUT SANITARY SEWER PLAN AND PROFILE LEGEND UTILITIES ABBREVIATIONS LINE TYPES FLOW LINE SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND
WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL
FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN W S N E HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' REVISIONS
AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT
NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS
SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape
Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW
ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW EX. INV (W)=888.85 EX. INV (W)=888.85 LEGEND EXISTING
GRADE FINISHED GRADE GRANULAR BACKFILL
C600 STORM SEWER PLAN AND PROFILE.pdf C600
SAN SAN EE E E E E E E E E E E E E E E E E E FMFM FM FMFMFMFMFMFMFMFMFMFM FM FM FM FMFMFM FM FM FMFMFM FM FM NOTTINGHAM WAY W E E E E E E E E E E E STORM SEWER 100-103 885
890 895 900 905 885 890 895 900 905 -0+500+000+501+001+502+002+503+003+504+004+505+005+50 STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 99 100 101 102 103 104 105 106 STRUCTURE
TYPE MANHOLE MANHOLE WATER QUALITY MANHOLE MANHOLE MANHOLE INLET TYPE J INLET TYPE J TOP OF CASTING 897.60 897.60 895.50 897.07 897.03 898.13 897.53 897.53 CASTING TYPE NEENAH R-1642
NEENAH R-1642 SOLID NEENAH R-1642 NEENAH R-1642 NEENAH R-4342 NEENAH R-3287-10V NEENAH R-3287-10V INVERT INV IN = 889.74(E) INV OUT = 889.64(S) INV IN = 890.29(E) INV OUT = 890.19(W)
INV IN = 891.35(N) INV OUT = 891.25(W) INV IN = 891.72(E) INV IN = 891.82(NW) INV OUT = 891.62(S) INV OUT = 891.93(W) INV IN = 893.00(NE) INV OUT = 892.07(SE) INV IN = 893.16(NE) INV
OUT = 893.06(SW) INV OUT = 893.46(SW) STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE 99 100 101 102 103 104 105 106 DOWNSTREAM STRUCTURE 99 100 101 102 102 104 105 SIZE 24" 24" 24"
24" 24" 24" 12" 12" MATERIAL HDPE HDPE HDPE RCP RCP RCP RCP RCP LENGTH 10' 106' 232' 53' 42' 50' 6' 30' SLOPE 0.49% 0.43% 0.41% 0.50% 0.50% 0.50% 1.09% 1.00% STORM SEWER PIPE DATA TABLE
DOWNSTREAM STRUCTURE 201 202 203 204 205 206 207 208 UPSTREAM STRUCTURE 201 202 203 204 201 202 207 SIZE 24" 12" 12" 12" 12" 21" 12" 12" MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP LENGTH
146' 100' 94' 5' 30' 55' 5' 30' SLOPE 0.51% 0.50% 0.60% 1.05% 1.00% 0.36% 1.09% 1.13% STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 201 202 203 204 205 206 207 208 STRUCTURE TYPE
MANHOLE MANHOLE MANHOLE INLET TYPE J INLET TYPE J MANHOLE INLET TYPE J INLET TYPE J TOP OF CASTING 900.02 899.45 900.12 899.53 899.53 900.70 898.87 898.87 CASTING TYPE NEENAH R-1642
NEENAH R-1642 NEENAH R-1642 NEENAH R-3286-8V NEENAH R-3286-8V NEENAH R-1642 NEENAH R-3286-8V NEENAH R-3286-8V INVERT INV IN = 893.90(N) INV IN = 893.65(NE) INV OUT = 892.91(SE) INV
IN = 894.50(N) INV IN = 894.71(E) INV OUT = 894.40(S) INV IN = 895.16(NE) INV OUT = 895.06(S) INV IN = 895.31(NE) INV OUT = 895.21(SW) INV OUT = 895.61(SW) INV OUT = 893.85(SW) INV
IN = 894.86(E) INV OUT = 894.76(W) INV OUT = 895.20(W) C600 STORM SEWER PLAN AND PROFILE W S N E STORM SEWER NOTES 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED
IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. 2. REFER TO THE INDIANA
DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE
INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3. THE CONTRACTOR SHALL CONTACT APPLICABLE
STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4. THE PLANS SHOW THE LOCATION
OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY
OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS,
SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION
OF ALL UTILITIES. 7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN
5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS,
ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 10. MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM
/ SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 11. CONTRACTOR TO INSTALL CONCRETE CRADLES
WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 24" OR LESS. 12. IF ANY EXISTING STRUCTURES TO REMAIN
ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 14. COMPACTED "B" BORROW
BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 16. COORDINATE
LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS. 17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. 18. ALL EXISTING MANHOLE AND
CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 19. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 20. ALL STORM
PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 21. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL
HAVE TRAFFIC BEARING RING AND COVERS. 22. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. 23. NEW PIPES AND STRUCTURES WITHIN
CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER. 24. ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED
EQUAL. 25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE WITH STORAGE PIPES. 26. PROVIDE BACKFILL
WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY. 27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER
CONNECTION. 28. ALL PROPOSED AND EXISTING ONSITE STORM SEWER IS/SHALL BE PRIVATE. 29. REFER TO CITY OF CARMEL DETAIL ON C602 FOR RCP BEDDING AND BACKFILL SECTION. ELECTRICAL RISER GUY
ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS
MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC
METER TRAFFIC SIGNAL POLE TRAFFIC SIGNAL DOWN SPOUT COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT
LIFT STATION SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.
DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC TOP OF CASTING CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT STORM SEWER PLAN AND PROFILE LEGEND UTILITIES
ABBREVIATIONS LINE TYPES FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND
COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO
FO SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North,
Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG
NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER
P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505
N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS
UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW 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 LESS 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. FINISHED GRADE EXISTING GRADE GRANULAR
BACKFILL PROFILE LEGEND HYDRAULIC GRADE LINE EXISTING 105
C601 STORM SEWER PLAN AND PROFILE.pdf C601
SAN SAN FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 3.41 ACRES E E E E E E E E E STORM 205-200 885 890 895 900 905 -0+500+000+501+001+502+002+503+0
03+50 STORM 208-202 885 890 895 900 905 -0+500+000+501+001+50 STORM 102-104 885 890 895 900 905 0+000+501+001+502+00 STORM 206-201 885 890 895 900 905 -0+500+000+501+00 C601 STORM SEWER
PLAN AND PROFILE W S N E STORM SEWER NOTES 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST
EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS
OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL
CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING
TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS
INFORMATION IS NOT GUARANTEED. 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND
PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. IT IS
THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT
AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 10. MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY
SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE
PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 24" OR LESS. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE
DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 14. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 15. ALL UTILITY STRUCTURES
IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 16. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS.
17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. 18. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 19.
EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 20. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT. 21. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 22. ALL STORM SEWER STRUCTURES SHALL
HAVE A SMOOTH UNIFORM POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. 23. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS
PRIOR TO FINAL TURNOVER TO THE OWNER. 24. ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL. 25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED
TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE WITH STORAGE PIPES. 26. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED
IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY. 27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION. 28. ALL PROPOSED AND EXISTING ONSITE STORM SEWER IS/SHALL
BE PRIVATE . 29. REFER TO CITY OF CARMEL DETAIL ON C602 FOR RCP BEDDING AND BACKFILL SECTION. ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT STREET LIGHT ELECTRIC
MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD
RAIL BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER TRAFFIC SIGNAL POLE TRAFFIC SIGNAL DOWN SPOUT COMMUNICATIONS
RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC
TOP OF CASTING CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT STORM SEWER PLAN AND PROFILE LEGEND UTILITIES ABBREVIATIONS LINE TYPES FLOW LINE INDEX CONTOUR INTERMEDIATE
CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY
FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB
SURFACE DRAIN HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=3' REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533
PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW
Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317
| 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build
with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION
PLANS05.08.2019RLW FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL PROFILE LEGEND HYDRAULIC GRADE LINE STORM 102-205
C602 DRAINAGE DETAILS.pdf C602
MANHOLE (DIA. "F") PIPES ENTERING/ LEAVING AT 0-45 DEGREES FINISH GRADE OR PAVEMENT MANHOLE (DIA. "F") PIPES ENTERING/ LEAVING AT 45-90 DEGREES PIPE SIZE (DIA. "G") CASTING FRAME & COVER
AS SPECIFIED ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. STANDARD PRECAST MANHOLE CAP OR ECCENTRIC CONE. (UP TO 24" PIPE.) FULL HEIGHT MANHOLE STEPS AS REQUIRED. CONCRETE
REDUCER CAP PRECAST CONC. ADJUSTER RINGS, IF NEEDED (12 MAX.) BENCHWALLS AT MINIMUM 1 2" PERFOOT SLOPE. BENCHWALLS TO BE CONSTRUCTED TO SPRINGLINE OF PIPE. INVERT ELEVATION BASE SHALL
BE POURED IN PLACE OR PRECAST. BOTH SHALL HAVE #4 BARS-12" O.C. BOTH WAYS. BASE SET ON 6" OF #8 OR #2 STONE DIAMETER "G" DIAMETER "F" 4'-0" DIA. 24" DIA. 24" DIA. PREFORMED HOLE TO
MAX OF PIPE O.D. + 6" WITH NON-SHRINK CEMENT GROUT NOTE MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL.
THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH DEFORMED 3 8" MIN. DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A-615, GRADE
60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE. UP TO 60 DEGREES C602 DRAINAGE DETAILS w170533-C602 drainage det 16" (TYP.) 5" 6" NOTE x MANHOLE CONFORMS TO ASTM C-478 x NO BRICK
OR BLOCK WILL BE ALLOWED IN MANHOLE x O-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN MANHOLE JOINTS 3"MIN. 3"MIN. 6" for 48" Dia 8" for > 48" Dia (NO SCALE) STANDARD STORM
MANHOLE 12"-21" 24" 27"-30" 33"-36" 42" 48" 54" 60" 66" N/A N/A N/A 84" 72" 60" 60" 48" 48" 48" 60" 60" 72" 84" 96" N/A N/A N/A 96" 96" 96" N/A N/A N/A N/A N/A N/A REQUIREMENTS FOR
ALL STORM SEWER BENCHWALLS BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE OR BOX INLET.
THE BENCH WALL SHALL FORM A DEFINED CHANNEL, TO A MINIMUM HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM
½-INCH PER FOOT SLOPE TO THE MANHOLE WALL. WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PRE-CAST BASE, IT SHALL BE SHAPED AND FORMED AS DESCRIBED ABOVE, WITH THE EXCEPTION
THAT THE BOTTOM OF THE FLOW CHANNEL MAY BE FORMED FROM THE BOTTOM OF INLET AND OUTLET PIPES IF THE PIPE WALL THICKNESS IS NOT GREATER THAN ONE (1) INCH. FOR CAST-IN-PLACE FLOW CHANNELS,
THE BOTTOM INVERT OF ALL PIPES ENTERING A MANHOLE SHALL BE AT LEAST THREE (3) INCHES ABOVE THE TOP OF THE BASE SLAB TO THE OUTLET INVERT SO THE FINISHED SEWER CHANNEL MAY BE INSTALLED
AND SHAPED. FOR CONNECTIONS TO EXISTING STORM SEWER STRUCTURES, FLOW CHANNELS SHALL BE SHAPED, AS SPECIFIED HEREIN, AS IF IT WERE A NEW MANHOLE OR BOX INLET STRUCTURE. SPECIFICATIONS
FOR ALL STORM SEWER CASTINGS ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING, DRAINS TO STREAM", OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED OR RECESSED LETTERS
AT A MINIMUM OF 1" IN HEIGHT. IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS. (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TYPICAL BEDDING SECTION - PVC & HDPE (NO SCALE) 4" ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER D = DEPTH OF BEDDING MATERIAL
BELOW PIPE (1) REGULAR BACKFILL GREATER THAN 5' (1) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY LESS THAN 5' (2) 1.25 Bc + 12" (MIN.) MIN. 6" TOPSOIL
TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 12" MIN. Bc REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533
PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW
Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317
| 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build
with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION
PLANS05.08.2019RLW CURB INLET TYPE "J" (NO SCALE) "DUMP NO WASTE-DRAINS TO WATERWAY" SLOPE 1/4"/1FT PAVEMENT ROLL CURB TOP OF CASTING E.J. 7495 NEENAH R-3501-TR/TL/R OR EQUAL CHAIRBACK
CURB TOP OF CASTING E.J. 7520 NEENAH R-3286-8V OR EQUAL SECTION NOTES: 1. 6" CONCRETE PRECAST OR POURED IN PLACE 2. REFER TO BEDDING DETAIL AS REQUIRED 3. VAR. PIPE SIZE 15" SHORT
WALL/27" LONG WALL STRAIGHT CONNECTIONS 12" SHORT WALL/18" LONG WALL SKEW CORNER CONNECTIONS 4. MIN. 6" FLAT TOP WITH OPENING TO MATCH SPECIFIED CASTING 5. PIPE CONNECTION TO BE
SEALED WITH NON-SHRINK GROUT 6. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL
AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. 7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST
BOX INLET. 8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED CLASS "A" CONCRETE DIA. INLET SET ON 6" BASE OF #8 STONE 8" 2 REBAR #5 3.5' EA. WALL ADJUSTING RING AS REQUIRED
C800 UTILITY PLAN.pdf C800
SAN SAN E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U) T(U)
W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM US 421 (MICHIGAN ROAD) NOTTINGHAM WAY G W 1.38 ACRES C C 1.99
ACRES 3.41 ACRES W C C G E E E E E E E E E E E GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK
AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION
ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY
OF THIS INFORMATION IS NOT GUARANTEED. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION
AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER
OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE
SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM
THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 11. WHEN PERFORMING EXCAVATIONS DURING PERIODS
OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 12. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS. 13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 14. PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND
TEES, INCLUDING TAP CONNECTION. 15. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING
DRAWINGS. 16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH LOCAL UTILITIES. 17. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT POLES, COMMUNICATION
SERVICE AND IRRIGATION SYSTEM. 18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 19. COORDINATE LOCATIONS AND CONNECTIONS
OF BUILDING STORM LINES WITH PLUMBING DRAWINGS. 20. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 21.
SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. 22. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES
SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 23. WATER LINE WILL BE PRIVATE FROM THE WET TAP 24. WATER UTILITY WILL NEED TO REVIEW AND APPROVE CONSTRUCTION DRAWINGS FOR THE CONTINUATION
OF THE WATER SERVICE LINE TO BUILDING TO INCLUDE METER SIZING, BACKFLOW PREVENTION, AND LOCATION INSIDE THE BUILDING. C800 UTILITY PLAN ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION
BOX ORNAMENTAL LIGHT STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS
PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL
VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER TRAFFIC SIGNAL POLE TRAFFIC SIGNAL DOWN SPOUT COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE
INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1
HEAD) PARKING LOT LIGHT (2 HEAD) DISTRIBUTION BOX ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC TOP OF CASTING CMP CORRUGATED METAL
PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM
SAN SANITARY STR STRUCTURE CO CLEANOUT UTILITY PLAN LEGEND UTILITIES ABBREVIATIONS LINE TYPES FLOW LINE SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL
ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC
CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range
7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME:
PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW W S N E STEVEN SCOTT RUCKER
P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505
N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS
UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW
C801 UTILITY PLAN DETAILS.pdf C801
C801 UTILITY PLAN DETAILS w170533-C801 util det REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED
FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow.
before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax
WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.
SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW
(2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY #8 CRUSHED STONE OR APPROVED EQUIVALENT CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED
PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER D = DEPTH OF BEDDING MATERIAL BELOW PIPE (1) REGULAR BACKFILL EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY
MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 12" MIN. Bc CONCRETE CRADLE DETAIL NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER)
BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 24" OR LESS, PER INSPECTOR'S DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A MINIMUM CLEAR DISTANCE
OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CRADLE SHALL BEAR ON UNDISTURBED EARTH PERSPECTIVE VIEW EARTH CUT AWAY GREATER THAN 5' (1) BOTTOM OF TRENCH
(NO SCALE) 3500 PSI CONCRETE (NO SCALE) 4"
C802 SANITARY SEWER SPECIFICATIONS - Copy.pdf C802
C802 SANITARY SEWER SPECIFICATIONS w170533-C801 util det REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533
PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 03.20.2019 SSR DATE: RLW
Know what'sbelow. before you dig.Call R APPROVAL PENDING NOT FOR CONSTRUCTION NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS
317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis,
Indiana 46280 weihe.net Build with confidence. SM ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.20.2019RLW
C802 SANITARY SEWER SPECIFICATIONS.pdf C802
C802 SANITARY SEWER SPECIFICATIONS w170533-C801 util det REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533
PREPARED FOR: 10650 N MICHIGAN RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW
Know what'sbelow. before you dig.Call R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317
| 843 - 0546 fax WEIHE gnireenigEn livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build
with confidence. SM 05.08.2019 ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION
PLANS05.08.2019RLW
C900 PROJECT SPECIFICATIONS.pdf C900
C900 PROJECT SPECIFICATIONS w170533-C900 spec EROSION CONTROL SPECIFICATIONS 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE
BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN
THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING WILL BE APPLIED TO ANY AREAS LEFT INACTIVE FOR 15 DAYS OR MORE. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED
FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. 6. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS.
7. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 8. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER
APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE
NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 9. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER.
10. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING
STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
PRIOR TO ANY CONSTRUCTION ACTIVITY.. 11. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. EARTHWORK SPECIFICATIONS 1. SCOPE OF WORK 1.A. EXTENT: THE WORK
REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING, ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.
1.A.1. IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN,
STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS. 1.A.2. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS.
ALL UNSUITABLE MATERIALS AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
1.A.3. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE OF KIND AND QUALITY
AS SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER. 1.A.4. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH, RUBBISH AND DEBRIS
FROM THE SITE PRIOR TO STARTING EXCAVATION. 1.B. WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS. 1.B.1. EXCAVATION,
GRADING AND BACKFILLING FOR UTILITY LINES. 1.B.2. STORM DRAINAGE SYSTEMS. 1.B.3. SANITARY SEWER SYSTEMS. 1.B.4. WATER SUPPLY SYSTEMS. 1.B.5. DRIVES AND PAVING. 2. BENCHMARKS 2.A. MAINTAIN
CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. 3. PROTECTION OF TREES 3.A. GENERAL PROTECTION: THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED,
FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT.
4. REMOVAL OF TREES 4.A. REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS
OR APPROVED BY THE OWNER. 4.B. ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). 5. STRIPPING OF TOPSOIL
5.A. REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION
WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES. 6. SITE GRADING 6.A. GRADES: DO ALL CUTTING, FILLING, COMPACTING
OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCUT OPEN AREAS 4 INCHES FOR TOPSOIL. 6.B. ROUGH GRADING: THE TOLERANCE
FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDING AT TOP AND
BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE. 6.C. SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND
ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. 6.D. SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR.
6.E. SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND SUBGRADE PREPARATION FOR PAVEMENT. 6.F. ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS
MATERIAL. PRIOR TO PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED
8" IN LOOSE THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT. 6.G. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY
WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM
95% MODIFIED PROCTOR). 7. DISPOSITION OF UTILITIES 7.A. RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. 7.B. IT
SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON
THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES. 7.C. WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS
CONTINUED. 7.D. INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED
BY THE ENGINEER. 8. SEEDING PREPARATION 8.A. SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. 8.B. REMOVE ALL ROCKS, ROOTS OR OTHER
MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION. 8.C. PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED AREAS. PAVING SPECIFICATIONS 1. SCOPE OF WORK
1.A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN
THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. MATERIALS 2.A. CONCRETE:
CONCRETE SHALL BE READY-MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF
CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES
AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM C0260. RETEMPERING OF DELIVERED
CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: 2.A.1. PORTLAND CEMENT: CONFORMING TO ASTM C-150, TYPE IA OR TYPE IIIA. 2.A.2. AGGREGATES: CONFORMING TO ASTM C-33.
2.A.3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. 2.B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED
FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. 2.C. PRE MOLDED JOINT FILLER: SHALL BE NON-EXTRUDING TYPE MEETING ASTM D-544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE
WALK CONSTRUCTION MAY BE EITHER NON-EXTRUDING OR RESILIENT. 2.D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH
THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. 2.E. COMPACTED AGGREGATE SUB-BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE
A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, ELONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED
PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOWS: PER LATEST REVISIONS. SIEVE SIZE % PASSING 1-1/2" 100 1" 80-100 3/4" 79-90
1/2" 55-80 #4 35-60 #8 25-50 #30 12-30 #200 5-10 3. APPLICATION 3.A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING
SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. 3.B. PREPARATION OF SUB-GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE
WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB-GRADE PRIOR TO PAVING. 3.C. COMPACTION OF SUB-GRADE: THE FIRST 6 INCHES BELOW THE SUB-GRADE SHALL BE COMPACTED TO
AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T-99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB-GRADE 3.D. UTILITY STRUCTURES:
CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH
STRUCTURES. 3.E. PLACING CONCRETE: 3.E.1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE
3.E.2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE
IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3.E.3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE.
WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL
BE FOLLOWED. 3.F. CONCRETE CURB: 3.F.1. EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM SPACING OF 100 FEET. 3.F.2. CONTRACTION JOINTS: UNLESS
OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED 10 FEET ON CENTER. 3.F.3. FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FILL ANY HONEYCOMBED PLACES, FINISH
SQUARE CORNERS TO 1/4 INCH RADIUS AND OTHER CORNERS TO RADII SHOWN. 3.G. CONCRETE WALKS AND EXTERIOR STEPS: 3.G.1. SLOPES: PROVIDE ¼ INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN
SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 3.G.2. DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS.
3.G.3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6
FEET SPACING. PROVIDE ½ INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. 3.H. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED,
CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. 3.I. BITUMINOUS PAVEMENT:
HOT ASPHALT CONCRETE (TYPE B OR C) PAVEMENT SHALL BE AS SPECIFIED IN SECTION 401/402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING
WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. 3.J. COMPACTED AGGREGATE SUB-BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE
MINIMUM THICKNESS OF THE FULL COMPACTED SUB-BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD
TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS.
STORM SEWER SPECIFICATIONS 1. SCOPE OF WORK 1.A. THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING,
NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. 2. MATERIALS 2.A. STORM SEWERS: 2.A.1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-76 CLASS 3 LATEST REVISION WITH JOINTS
CONFORMING TO ASTM C-443 LATEST REVISION. 2.A.2. STORM SEWERS HANCOR "HIQ" PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING REQUIREMENTS: 2.A.2.a. 4 INCH THROUGH 10 INCH MEETING
AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING AASHTO M294 TYPE S. 2.A.2.b. GASKETS MEETING ASTM D1056 GRADE 2A2. 2.A.2.c. FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING
ASTM D3350 CELL CLASSIFICATION 324420C: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33. 2.B. DRAINAGE STRUCTURES: 2.B.1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS
SHALL CONFORM TO ASTM C-478 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS. 2.B.2. CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD
SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT BLASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH
SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A-48 LATEST REVISION. 2.B.3. JOINTS - STRUCTURE SECTIONS
SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER TYPE GASKETS SHALL MEET ASTM C-443 LATEST REVISION. 2.C. SUBDRAINS: 2.C.1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM
D3034, SDR 35, ASTM D2729, OR ASTM F405. 3. APPLICATION 3.A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN
SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL
BONDS NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS. 3.B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION
OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND/OR UTILITY COMPANY. 3.C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER DRAINS ENCOUNTERED
IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS. 3.D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES
AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. 3.E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN PERMISSION FOR TUNNELING.
OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE.
SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES
FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TO DRAINS OR NATURAL
DRAINAGE CHANNELS. 3.F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED
IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED. 3.G. BACKFILLING 3.G.1.
RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP THIS
BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES.
BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED
ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 3.G.2. HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH GRANULAR MATERIAL.
COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER
THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN
5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 3.H. SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN
ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS. 3.I. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND
CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. WATER LINE SPECIFICATIONS
1. SCOPE OF WORK 1.A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER DISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND BACKFILLING
NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE CONNECTING TO ALL SUCH LINES
OF THE BUILDING PIPING AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 2. MATERIALS 2.A. DUCTILE IRON (D.I.) PIPE: DUCTILE IRON PIPE SHALL BE CLASS 350 AND
MEET AWWA C-150 AND C-151 SPECIFICATIONS. JOINTS SHALL MEET AWWA C-111 SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C-104 AND SHALL BE COATED OUTSIDE WITH A BITUMINOUS COATING.
D.I. FITTINGS SHALL BE CEMENT LINED AND MEET AWWA C-110 SPECIFICATIONS (350 PSI). COMPACT D.I. FITTINGS SHALL BE CEMENT LINED AND MEET AWWA C-153 SPECIFICATIONS (CLASS 53, 350 PSI)
2.B. POLYVINYL CHLORIDE (PVC) PIPE: PVC PIPE SHALL HAVE THE SAME OUTSIDE DIAMETER AS DUCTILE IRON PIPE, HAVE A MINIMUM WALL THICKNESS OF DR-18 FOR PRESSURE CLASS 150 AND MEET AWWA
C900 SPECIFICATIONS. JOINTS SHALL BE SLIP-ON TYPE WITH INTEGRAL BELL AND SPIGOT. 2.C. POLYETHYLENE (HDPE) PIPE: HDPE PIPE SHALL MEET AWWA C901 AND C906 SPECIFICATIONS. PIPE (3"-24")
SHALL HAVE A MINIMUM WALL THICKNESS OF SRD 11. HDPE FITTINGS SHALL HAVE SAME DR AS PIPE BEING INSTALLED. 2.D. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH
FEDERAL SPECIFICATION WW-T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS.
2.E. FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C-502 AND SHALL MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND THREADS, DIRECTION OF OPENING
AND DIMENSIONS OF OPERATING AND CAP NUTS. FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES. A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH INLET CONNECTION. THE LENGTH
OF THE HYDRANT BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE. 2.F. VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL BE PROVIDED FOR
THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH STANDARDS, THE FOLLOWING REQUIREMENTS. 2.F.1. VALVES IN CAST
IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE VALVES CONFORMING TO AWWA SPECIFICATION C-500. THEY SHALL OPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS SYSTEM.
VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS. 2.F.2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND-WAY, GROUND-KEY STOPS, WITH T HEADS. FURNISH
TWO (2) KEYS. 2.G. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 2.G.1. FOR IRON BODY VALVES, BOXES SHALL BE APPROVED
STANDARD BUFFALO-TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5-1/4 INCHES. 2.G.2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST
IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2-1/2 INCHES AND HAVING LID HELD IN PLACE BY A BRASS OR BRONZE BOLT. THE CASTINGS SHALL BE COATED WITH TWO COATS OF COAL-TAR
PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS. 3. APPLICATION: 3.A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK
COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL FURNISH ALL NECESSARY
BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS. 3.B. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED.
3.C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER LINE AT LEAST 10 FEET HORIZONTALLY
FROM ANY SANITARY SEWER. IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND WATER LINES ARE IMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE
SEWER. 3.D. WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE FOR PROPER INSTALLATION OF PIPE. 3.E. SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO
PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. 3.F. WATER REMOVAL: KEEP TRENCHES FREE FROM WATER
WHILE CONSTRUCTION THEREIN IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS, OR NATURAL DRAINAGE
CHANNELS. 3.G. GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BE FULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. THE TRENCH MAY
BE EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVEL BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST 12 INCHES ABOVE
THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILL
UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL
ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIAL. 3.H. TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING
FOR LEAKAGE AS REQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS CLEAR.
AS SOON AS THE SYSTEM HAS BEEN FLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. 3.I. IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED
BETWEEN THE WATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON OR PVC PIPE WITH MECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE
WATER LINE. 3.J. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE
THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES,
ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3.K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF EACH WATER STUB AND
VALVES FROM NEAREST FIRE HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE ORIGINAL
CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BE SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE. NOTE: THE ENGINEER AND/OR OWNER DISCLAIM
ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. PAVEMENT MARKING SPECIFICATIONS 1. SUMMARY 1.A. SECTION INCLUDES: 1.A.1. PAINTING
AND MARKING OF PAVEMENTS. 1.B. REFERENCES 1.B.1. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT
BY THE BASIC DESIGNATION ONLY. 1.B.2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION (AASHTO): 1.B.2.a. AASHTO M247 - GLASS BEADS USED IN TRAFFIC PAINTS 1.B.2.b. AASHTO M248
- READY-MIXED WHITE AND YELLOW TRAFFIC PAINTS 1.B.3. ASTM INTERNATIONAL (ASTM): 1.B.3.a. ASTM D4414 - STANDARD PRACTICE FOR MEASUREMENT OF WET FILM THICKNESS BY NOTCHED GAUGES. 1.B.4.
FEDERAL SPECIFICATIONS (FS): 1.B.4.a. FS A-A-2886 - PAINT, TRAFFIC, SOLVENT BASED (SUPERSEDES FS TT-P-85 AND FS TT-P-115, TYPE I) 1.B.4.b. FS TT-B-1325 - BEADS (GLASS SPHERES) RETRO-REFLECTIVE
1.B.4.c. FS TT-P-1952 - PAINT, TRAFFIC AND AIRFIELD MARKING, WATERBORNE 1.C. PROJECT CONDITIONS 1.C.1. MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION
ACTIVITIES. UTILIZE FLAGMEN, BARRICADES, WARNING SIGNS, AND WARNING LIGHTS AS REQUIRED. 1.D. QUALITY ASSURANCE 1.D.1. USE TRAINED AND EXPERIENCED PERSONNEL IN APPLYING THE PRODUCTS
AND OPERATING THE EQUIPMENT REQUIRED FOR PROPERLY PERFORMED WORK. 2. PRODUCTS 2.A. MATERIALS 2.A.1. PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN.
PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS ENACTED TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS. PAINT MATERIALS SHALL CONFORM TO THE RESTRICTIONS
OF THE LOCAL AIR POLLUTION CONTROL DISTRICT. 2.A.2. WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952. 2.A.3. SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO
M248. PAINT SHALL BE NON_BLEEDING, QUICK_DRYING, AND ALKYD PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC_BEARING SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS BEFORE
APPLICATION FOR COLORS WHITE, YELLOW, BLUE, AND RED. 2.A.4. GLASS BEADS: AASHTO M 247, TYPE 1 OR FS TT-B-1325, TYPE 1, GRADATION A. 3. EXECUTION 3.A. EXAMINATION 3.A.1. EXAMINE THE
WORK AREA AND CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.B. PREPARATION 3.B.1. SWEEP
AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. 3.B.2. WHERE EXISTING PAVEMENT MARKINGS ARE INDICATED ON CONSTRUCTION DRAWINGS TO BE REMOVED OR WOULD INTERFERE WITH ADHESION
OF NEW PAINT, A MOTORIZED ABRASIVE DEVICE SHALL BE USED TO REMOVE THE MARKINGS. EQUIPMENT EMPLOYED SHALL NOT DAMAGE EXISTING PAVING OR CREATE SURFACES HAZARDOUS TO VEHICLE OR PEDESTRIAN
TRAFFIC. WITHIN PUBLIC RIGHTS-OF-WAY, APPROPRIATE GOVERNING AUTHORITY SHALL APPROVE METHOD OF MARKING REMOVAL. 3.B.3. NEW PAVEMENT SURFACES SHALL BE ALLOWED TO CURE FOR NOT LESS THAN
30 DAYS BEFORE APPLICATION OF MARKING MATERIALS. 3.C. APPLICATION 3.C.1. APPLY TWO COATS OF SAME COLOR OF PAINT AS SPECIFIED BELOW, AT MANUFACTURER'S RECOMMENDED RATE, WITHOUT ADDITION
OF THINNER, WITH MAXIMUM OF 100 SQUARE FEET PER GALLON OR AS REQUIRED TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND DRY FILM THICKNESS OF 7 ½ MILS PER COAT. PAINT SHALL BE
APPLIED FOR A TOTAL DRY FILM THICKNESS OF 15 MILS. APPLY WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. AT SIDEWALK CURBS AND CROSSWALKS, USE STRAIGHTEDGE TO ENSURE
UNIFORM, CLEAN, AND STRAIGHT STRIPE. 3.C.2. INSTALL PAVEMENT MARKINGS ACCORDING TO MANUFACTURER'S RECOMMENDED PROCEDURES FOR THE SPECIFIED MATERIAL. 3.C.3. FOLLOWING ITEMS SHALL BE
PAINTED WITH COLORS NOTED BELOW: 3.C.3.a. PEDESTRIAN CROSSWALKS: WHITE 3.C.3.b. EXTERIOR SIDEWALK CURBS AND GUARD POSTS: YELLOW 3.C.3.c. FIRE LANES: RED OR PER LOCAL CODE 3.C.3.d.
LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW 3.C.3.e. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE 3.C.3.f. ADA SYMBOLS:
BLUE OR PER LOCAL CODE 3.C.3.g. ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS. 3.C.3.h. PARKING STALL STRIPING: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS 3.C.4.
APPLY GLASS BEADS AT PEDESTRIAN CROSSWALK STRIPING AND AT LANE STRIPING AND ARROWS AT DRIVEWAYS CONNECTING TO PUBLIC STREETS. BROADCAST GLASS BEADS UNIFORMLY INTO WET MARKINGS AT A
RATE OF 6 LB/GAL. 3.D. FIELD QUALITY CONTROL 3.D.1. INSPECTION: AFTER THE PAINT HAS THOROUGHLY DRIED, VISUALLY INSPECT THE ENTIRE APPLICATION AND TOUCH UP AS REQUIRED TO PROVIDE CLEAN,
STRAIGHT LINES AND SURFACES THROUGHOUT. 3.D.2. TESTING: TESTING OF WET FILM THICKNESS SHALL BE PERFORMED A MINIMUM OF TWO TIMES ON EACH PARKING ROW (INCLUDING STRIPED ISLANDS) AND
PEDESTRIAN CROSS WALKS, AND A MINIMUM OF ONE TEST ON EACH LANE/ALIGNMENT STRIPING. AT LEAST ONE TEST SHALL BE PERFORMED AFTER REFILLING PAINT STRIPING MACHINE, CHANGING OPERATORS OF
STRIPING MACHINE, AND CHANGING PAINT TYPES, BRANDS, ETC. THIS SHALL BE PERFORMED IN ADDITION TO THE TESTING STATED ABOVE. THESE TESTS SHALL BE PERFORMED ON EACH COAT APPLIED. TESTING
SHALL BE PERFORMED IN ACCORDANCE WITH ASTM D4414. 3.E. CLEANING 3.E.1. WASTE MATERIALS SHALL BE REMOVED AT THE END OF EACH WORKDAY. UPON COMPLETION OF THE WORK, ALL CONTAINERS AND
DEBRIS SHALL BE REMOVED FROM THE SITE. PAINT SPOTS UPON ADJACENT SURFACES SHALL BE CAREFULLY REMOVED BY APPROVED PROCEDURES THAT WILL NOT DAMAGE THE SURFACES AND THE ENTIRE JOB LEFT
CLEAN AND ACCEPTABLE. REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, Indiana W17.0533 PREPARED FOR: 10650 N MICHIGAN
RD, ZIONSVILLE, IN 46077 PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: RLW DESIGNED BY: DWG NAME: PROJECT NO.: W17.0533 DATEBY 05.08.2019 SSR DATE: RLW Know what'sbelow. before you dig.Call
R NOTTINGHAM, LLC OUTLOTS SUBMITTED FOR TAC REVIEW10.19.2018RLW STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE gnireenigEn
livCi | gniyevrSu dnaL Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence. SM 05.08.2019
ADDRESSING TAC COMMENTS03.08.2019RLW ADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLW PLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLW FINAL CONSTRUCTION PLANS05.08.2019RLW