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C001 TITLE SHEET.pdf C001
CONSTRUCTION PLANS FOR LINK OFFICE SUITES (FORMERLY KNOWN AS ONYX OFFICE SUITES) 10255 COMMERCE DRIVE CARMEL, IN 46032 C001 TITLE SHEET w180330-C001 title NO SCALE PROJECT LOCATION
PROJECT LOCATION LOCATION MAPAREA MAP PROJECT BM - HCBR 281 Brass disk set in Northeast wingwall of Conspan three-sided arch bridge structure (Str. No. 281) crossing 96th Street over
Crooked Creek. ELEV.871.54 (NAVD 88) SITE TBM Northeast Bonnett bolt of fire hydrant located North of the intersection of Commerce Drive and Retail Parkway. ELEV.889.45 (NAVD 88) BENCHMARK
INFORMATION Part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing
at the southwest corner of said Northeast Quarter; thence North 88 degrees 44 minutes 27 seconds East 891.36 feet along the south line of said Northeast Quarter (basis of bearings per
West Carmel Center, per plat thereof, recorded as Instrument Number 200300041665 in the Office of the Recorder of Hamilton County, Indiana) to the east right-of-way line of Commerce
Drive and the southeastern corner of Block F of said West Carmel Center; thence North 18 degrees 40 minutes 12 second West 540.73 feet along said east right-of-way line to a rebar at
the POINT OF BEGINNING at the western corner of a Pond Easement described in Instrument Number 200000050549, on file in the Office of said Recorder, the following nine (9) course are
along the southwest and west lines of said Pond Easement; 1) thence North 85 degrees 42 minutes 37 seconds East 36.58 feet to a rebar; 2) thence North 43 degrees 33 minutes 22 seconds
East 54.09 feet to a rebar; 3) thence North 55 degrees 31 minutes 24 seconds East 66.08 feet to a rebar; 4) thence North 47 degrees 22 minutes 27 seconds East 110.00 feet to a rebar;
5) thence North 35 degrees 27 minutes 49 seconds East 50.04 feet to a rebar; 6) thence North 05 degrees 40 minutes 17 seconds East 31.36 feet to a rebar; 7) thence North 20 degrees
40 minutes 57 seconds West 166.73 feet to a rebar; 8) thence North 47 degrees 45 minutes 04 seconds West 98.63 feet to a rebar; 9) thence North 44 degrees 22 minutes 03 seconds West
96.54 feet to 58" diameter rebar with a cap stamped "Structurepoint - 0094" set (hereafter referred to as "set rebar"); thence South 52 degrees 55 minutes 30 seconds West 266.26 feet
to a set rebar on said east right-of-way line of Commerce Drive, the following three (3) courses are along said right-of-way line; 1) thence South 36 degrees 06 minutes 42 seconds East
36.27 feet to a rebar; 2) thence southeasterly 242.02 feet along a curve to the right having a radius of 795.00 feet and subtended by a long chord having a bearing of South 27 degrees
23 minutes 26 seconds East and a length of 241.08 feet to a rebar; 3) thence South 18 degrees 40 minutes 04 seconds East 119.53 feet to the POINT OF BEGINNING. LAND DESCRIPTION PLANS
PREPARED FOR DB KLAIN CONSTRUCTION, LLC 2159 GLEBE STREET, SUITE 200 CARMEL, IN 46032 TELEPHONE: (317) 846-9992 CONTACT PERSON: DAVID B. KLAIN EMAIL: DAVID@DBKLAIN.COM 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 #18057C0225G, 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 CONTAIN A WETLAND CATEGORIZED AS PEM1C AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND
WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP VIEWED JULY 2018. GENERAL NOTES DESIGN DATA EXISTING ZONING: B-5 ZONING OVERLAY: N/A TOTAL ACREAGE: 2.73 ACRES
NET ACREAGE: 2.73 ACRES BUILDING COVER RATIO: 14% BUILDING SQUARE FOOTAGE: 16,512 SQUARE FEET IMPERVIOUS COVER RATIO: 56.40% SETBACKS: 15' FRONT, 5' SIDE, 15' REAR W S N E CITY OF
CARMEL PLANNING ONE CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 ANGIE CONN / RACHEL KEESLING TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 JOHN
THOMAS / ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE, 1ST FLOOR 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 (WATER) 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2443 HAMILTON COUNTY
SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 GREG HOYES TEL: 317/776-8495 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS,
IN 46280-1098 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 S. MILL CREEK ROAD NOBLESVILLE, IN 46062 JESSICA HERRINGTON TEL: 317/776-5365 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE,
INDIANA 46060 TEL: 317/776-4495 VECTREN ENERGY 16000 ALLISONVILLE ROAD P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 JOANIE CLARK TEL: 317/776-5532 AT&T 5858 NORTH COLLEGE INDIANAPOLIS,
INDIANA 46220 STEVEN KREBS TEL: 317/252-4275 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: MARK THORPE, RLA EMAIL: THORPEM@WEIHE.NET REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton
County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE:
RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408
317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net
Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED
SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 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. I-465 I-465I-465
US-421 W 96TH ST SHELBORNE RD 106TH ST W 116TH ST E SYCAMORE ST US-421 106TH ST WALNUT CREEK RD WALNUT CREEK DR NORTHWESTERN DR COMMERCE DR COMMERCE DR RETAIL PKWY CARWINION WAY TREBAH
CIR NORTHWESTERN DR BOSLOE DR Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C050 EXISTING CONDITIONS C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 C101 STORMWATER POLLUTION
PREVENTION PLAN PHASE 2 C102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3 C103 SWPPP SPECIFICATIONS C104 SWPPP DETAILS C105 SWPPP DETAILS C200 SITE PLAN C201 SITE DETAILS C202 SITE
DETAILS C300 GRADING PLAN C301 GRADING PLAN C400 MAINTENANCE OF TRAFFIC PLAN C600 DRAINAGE PLAN C601 STORM SEWER PLAN AND PROFILE C602 STORM SEWER DETAILS C603 STORM SEWER DETAILS C800
UTILITY PLAN C801 UTILITY DETAILS C900 SPECIFICATIONS C901 SPECIFICATIONS L100 LANDSCAPE PLAN L200 LANDSCAPE DETAILS CARMEL DETAILS
C050 EXISTING CONDITIONS.pdf C050
W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G N85°42'37"E (R) N55°31'24"E (R) N43°33'22"E (R) R= 7 95.00 ' L 4 2 2 .02 ' N56°19'19"E 66.08' (M) N48°10'22"E 110.00'
(M) N36°15'44"E 50.04' (M) N05°40'17"E (R) N19°53'02"W 166.73' (M) N46°57'09"W 98.63' (M) N43°34'08"W 96.54' (M) S53°43'25"W 266.26' (M) S35°18'47"E 36.27' (M) N86°30'32"E 36.58' (M)
N44°21'17"E 54.09' (M) S52°55'30"W (R) N47°22'27"E (R) N35°27'49"E (R) N06°28'12"E 31.36' (M) N20°40'57"W (R) N47°45'04"W (R) N44°22'03"W (R) S36°06'42"E (R) S18°40'04"E (R) S17°52'15"E
119.53' (M) = C050 EXISTING CONDITIONS w180330-C050 Survey REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana
W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE
SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN
H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT
REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW W S N E LEGEND LINE TYPES
ASPHALT CONCRETE (CONC) HATCH PATTERNS ABBREVIATIONS DESCRIPTIONABBRV. DESCRIPTIONSYM PROJECT BM - HCBR 281 Brass disk set in Northeast wingwall of Conspan three-sided arch bridge structure
(Str. No. 281) crossing 96th Street over Crooked Creek. ELEV. 871.54 (NAVD 88) SITE TBM Northeast Bonnett bolt of fire hydrant located North of the intersection of Commerce Drive and
Retail Parkway. ELEV. 889.45 (NAVD 88) 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) (HTTP://INCORS.IN.GOV). 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. REBAR FOUND
HARRISON MONUMENT FOUND BENCH MARK FIRE HYDRANT GAS PIPELINE MARKER COMMUNICATIONS HAND HOLE COMMUNICATIONS PEDESTAL CURB INLET SQUARE INLET STORM MANHOLE SANITARY SEWER MANHOLE SIGN
PARKING WHEEL STOP TREES & BUSHES DECIDUOUS TREE DESCRIPTIONSYM UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND COMMUNICATIONS RIGHT OF WAY LINE BOARD FENCE BOUNDARY LINE FLOW LINE G
G G W W W C C C SECTION LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER MEASURED DIMENSION RECORD DIMENSION (M) (R) ROW RIGHT OF WAY TC TOP OF CURB INV INVERT B-B
BACK OF CURB TO BACK OF CURB US-421 WALNUT CREEK DR NORTHWESTERN DR COMMERCE DR RETAIL PKWY NORTHWESTERN DR SITE (GRASS AND OTHER COMMON VEGETATION) (GRASS AND OTHER COMMON VEGETATION)
(GRASS AND OTHER COMMON VEGETATION) (GRASS AND OTHER COMMON VEGETATION) LAND USE: OFFICES AND OFFICE SUITES LAND USE: REGIONAL DETENTION THEN RESIDENTIAL LAND USE: REGIONAL DETENTION
THEN RESIDENTIAL LAND USE: REGIONAL DETENTION THEN RESIDENTIAL LAND USE: BOX STORES/COMMERCIAL LAND USE: BOX STORES/COMMERCIAL
C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1.pdf C100
W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 POND N.P. = 883.00 100 YR. = 887.13 T.O.B.
= 887.13 POND N.P. = 879.00 100 YR. = 883.67 T.O.B. = 888.67 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 1 2 3 SF 4 4 4 4 5 5 6 6 6 6 6 6 6 6 6 7 8 8 6 IP IP SF SF SF SF SF SF SF SF 4 SOIL STOCKPILE AREA (CONTRACTOR TO DETERMINE SIZE AND LOCATION) 9 9 10 6 10 6 11 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 C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 w180330-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. EXISTING AREAS TOTAL SITE = 2.73 AC. DISTURBED = 2.91 AC. PERVIOUS = 2.73 AC. IMPERVIOUS = 0.00 AC. SWPPP PHASE 1 LEGEND - INLET PROTECTION - ONLY COMPLETELY BELOW THE GRATE PROTECTION
IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY - 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 - STOCKPILE AREA (TEMPORARY SEEDING REQUIRED) - SILT FENCE - TREE PROTECTION - LIMITS OF DISTURBANCE IP SF 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 C104 INSTALL
CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C104 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C104 LIMITS OF PROPOSED BUILDING REMOVE EXISTING TREE(S) AND VEGETATION - EXISTING SITE
COVERED WITH OVERGROWN BRUSH, WEEDS, & TREES STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. SAW CUT AND REMOVE EXISTING CURB AT NEAREST JOINT PAST
THE REQUIRED LIMITS OF CURB REMOVAL. TREE PROTECTION FENCING REMOVE "NO TRESPASSING" SIGN REMOVE REALITY SIGN. COORDINATE REMOVAL WITH OWNER. 1 2 3 4 5 6 7 8 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 the NE/4 of Section 7, Township
17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT
NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT W S N E STEVEN SCOTT RUCKER P.E. 11300279
ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College
Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW
REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 PROJECT BM - HCBR 281 Brass disk set in Northeast
wingwall of Conspan three-sided arch bridge structure (Str. No. 281) crossing 96th Street over Crooked Creek. ELEV.871.54 (NAVD 88) SITE TBM Northeast Bonnett bolt of fire hydrant located
North of the intersection of Commerce Drive and Retail Parkway. ELEV.889.45 (NAVD 88) BENCHMARK INFORMATION 9 10 11
C101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2.pdf C101
W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G N85°42'37"E (R) N55°31'24"E (R) N43°33'22"E (R) R= 795.00 ' L 4 2 2 .02 ' N56°19'19"E 66.08' (M) N48°10'22"E 110.00'
(M) N36°15'44"E 50.04' (M) N05°40'17"E (R) N19°53'02"W 166.73' (M) N46°57'09"W 98.63' (M) N43°34'08"W 96.54' (M) S53°43'25"W 266.26' (M) S35°18'47"E 36.27' (M) N86°30'32"E 36.58' (M)
N44°21'17"E 54.09' (M) S52°55'30"W (R) N47°22'27"E (R) N35°27'49"E (R) N06°28'12"E 31.36' (M) N20°40'57"W (R) N47°45'04"W (R) N44°22'03"W (R) S36°06'42"E (R) S18°40'04"E (R) S17°52'15"E
119.53' (M) = PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 C C C C C C C C C C C C E E POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. =
879.00 100 YR. = 883.67 T.O.B. = 888.67 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 E E E E E E E E 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 IP IP * * CONTRACTOR TO INVESTIGATE PIPE TO DETERMINE THE EXTENTS. PIPE TO BE REMOVED IF DRAINING
ON SITE WATER. PIPE TO BE TIED INTO STORM SYSTEM IF DRAINING OFF-SITE WATER. NO PIPES TO RUN UNDER PROPOSED BUILDING. 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 = 2.91 ± AC. C101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 W180330-C101 swppp2
SWPPP PHASE 2 LEGEND - INLET PROTECTION - ONLY COMPLETELY BELOW THE GRATE PROTECTION IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY - PERMANENT/TEMPORARY SEEDING USE PLANTING CHART - 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 - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) - RIPRAP, REFER TO GRADING PLAN SHEET C300 FOR SIZING - SITE DISCHARGE POINT - TREE PROTECTION - STONE FOR ASPHALT
PAVEMENT 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. REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana
W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW Know what'sbelow.
before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546
fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM
REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW
FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 Part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly
described as follows: Commencing at the southwest corner of said Northeast Quarter; thence North 88 degrees 44 minutes 27 seconds East 891.36 feet along the south line of said Northeast
Quarter (basis of bearings per West Carmel Center, per plat thereof, recorded as Instrument Number 200300041665 in the Office of the Recorder of Hamilton County, Indiana) to the east
right-of-way line of Commerce Drive and the southeastern corner of Block F of said West Carmel Center; thence North 18 degrees 40 minutes 12 second West 540.73 feet along said east
right-of-way line to a rebar at the POINT OF BEGINNING at the western corner of a Pond Easement described in Instrument Number 200000050549, on file in the Office of said Recorder,
the following nine (9) course are along the southwest and west lines of said Pond Easement; 1) thence North 85 degrees 42 minutes 37 seconds East 36.58 feet to a rebar; 2) thence North
43 degrees 33 minutes 22 seconds East 54.09 feet to a rebar; 3) thence North 55 degrees 31 minutes 24 seconds East 66.08 feet to a rebar; 4) thence North 47 degrees 22 minutes 27 seconds
East 110.00 feet to a rebar; 5) thence North 35 degrees 27 minutes 49 seconds East 50.04 feet to a rebar; 6) thence North 05 degrees 40 minutes 17 seconds East 31.36 feet to a rebar;
7) thence North 20 degrees 40 minutes 57 seconds West 166.73 feet to a rebar; 8) thence North 47 degrees 45 minutes 04 seconds West 98.63 feet to a rebar; 9) thence North 44 degrees
22 minutes 03 seconds West 96.54 feet to 58" diameter rebar with a cap stamped "Structurepoint - 0094" set (hereafter referred to as "set rebar"); thence South 52 degrees 55 minutes
30 seconds West 266.26 feet to a set rebar on said east right-of-way line of Commerce Drive, the following three (3) courses are along said right-of-way line; 1) thence South 36 degrees
06 minutes 42 seconds East 36.27 feet to a rebar; 2) thence southeasterly 242.02 feet along a curve to the right having a radius of 795.00 feet and subtended by a long chord having
a bearing of South 27 degrees 23 minutes 26 seconds East and a length of 241.08 feet to a rebar; 3) thence South 18 degrees 40 minutes 04 seconds East 119.53 feet to the POINT OF BEGINNING.
LAND DESCRIPTION
C102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3.pdf C102
STM STM STM W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G N85°42'37"E (R) N55°31'24"E (R) N43°33'22"E (R) R= 795.00 ' L 4 2 2 .02 ' N56°19'19"E 66.08' (M) N48°10'22"E
110.00' (M) N36°15'44"E 50.04' (M) N05°40'17"E (R) N19°53'02"W 166.73' (M) N46°57'09"W 98.63' (M) N43°34'08"W 96.54' (M) S53°43'25"W 266.26' (M) S35°18'47"E 36.27' (M) N86°30'32"E 36.58'
(M) N44°21'17"E 54.09' (M) S52°55'30"W (R) N47°22'27"E (R) N35°27'49"E (R) N06°28'12"E 31.36' (M) N20°40'57"W (R) N47°45'04"W (R) N44°22'03"W (R) S36°06'42"E (R) S18°40'04"E (R) S17°52'15"E
119.53' (M) = W W W W W W W W PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 11 14 23 23 8 14 9 3 5 8 410 C C C C C C C C C C C C E E W W W W W STM STM STM
STM STM STM STM STM STM STM STM STM POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. = 879.00 100 YR. = 883.67 T.O.B. = 888.67 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 E E E E E E E E IP IP * * CONTRACTOR TO INVESTIGATE PIPE TO DETERMINE THE EXTENTS. PIPE TO BE REMOVED
IF DRAINING ON SITE WATER. PIPE TO BE TIED INTO STORM SYSTEM IF DRAINING OFF-SITE WATER. NO PIPES TO RUN UNDER PROPOSED BUILDING. 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 = 2.91 ± AC. C102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3 W180330-C101 swppp2
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. REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana
W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW Know what'sbelow.
before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546
fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM
REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW
FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 Part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly
described as follows: Commencing at the southwest corner of said Northeast Quarter; thence North 88 degrees 44 minutes 27 seconds East 891.36 feet along the south line of said Northeast
Quarter (basis of bearings per West Carmel Center, per plat thereof, recorded as Instrument Number 200300041665 in the Office of the Recorder of Hamilton County, Indiana) to the east
right-of-way line of Commerce Drive and the southeastern corner of Block F of said West Carmel Center; thence North 18 degrees 40 minutes 12 second West 540.73 feet along said east
right-of-way line to a rebar at the POINT OF BEGINNING at the western corner of a Pond Easement described in Instrument Number 200000050549, on file in the Office of said Recorder,
the following nine (9) course are along the southwest and west lines of said Pond Easement; 1) thence North 85 degrees 42 minutes 37 seconds East 36.58 feet to a rebar; 2) thence North
43 degrees 33 minutes 22 seconds East 54.09 feet to a rebar; 3) thence North 55 degrees 31 minutes 24 seconds East 66.08 feet to a rebar; 4) thence North 47 degrees 22 minutes 27 seconds
East 110.00 feet to a rebar; 5) thence North 35 degrees 27 minutes 49 seconds East 50.04 feet to a rebar; 6) thence North 05 degrees 40 minutes 17 seconds East 31.36 feet to a rebar;
7) thence North 20 degrees 40 minutes 57 seconds West 166.73 feet to a rebar; 8) thence North 47 degrees 45 minutes 04 seconds West 98.63 feet to a rebar; 9) thence North 44 degrees
22 minutes 03 seconds West 96.54 feet to 58" diameter rebar with a cap stamped "Structurepoint - 0094" set (hereafter referred to as "set rebar"); thence South 52 degrees 55 minutes
30 seconds West 266.26 feet to a set rebar on said east right-of-way line of Commerce Drive, the following three (3) courses are along said right-of-way line; 1) thence South 36 degrees
06 minutes 42 seconds East 36.27 feet to a rebar; 2) thence southeasterly 242.02 feet along a curve to the right having a radius of 795.00 feet and subtended by a long chord having
a bearing of South 27 degrees 23 minutes 26 seconds East and a length of 241.08 feet to a rebar; 3) thence South 18 degrees 40 minutes 04 seconds East 119.53 feet to the POINT OF BEGINNING.
LAND DESCRIPTION SWPPP PHASE 3 LEGEND - INLET PROTECTION - ONLY COMPLETELY BELOW THE GRATE PROTECTION IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY - PERMANENT/TEMPORARY SEEDING USE PLANTING
CHART - 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 - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) - RIPRAP, REFER TO GRADING PLAN SHEET C300 FOR SIZING - SITE DISCHARGE POINT - EROSION CONTROL
BLANKET - USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - VEGETATED FILTER STRIP. SEE DETAIL ON SHEET C602. IP SF * D IP IP IP IP
C103 SWPPP SPECIFICATIONS.pdf C103
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. 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-327070553BFA; 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) C103 SWPPP SPECIFICATIONS W180330-C102 swppp spec SEASONAL SOIL
PROTECTION CHART SOILS MAP 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. PROJECT LOCATION AREA MAP REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County,
Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW Know
what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843
- 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with
confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY
SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 US-421 106TH ST WALNUT CREEK RD WALNUT CREEK DR NORTHWESTERN DR COMMERCE DR COMMERCE DR RETAIL PKWY CARWINION
WAY TREBAH CIR NORTHWESTERN DR BOSLOE DR Br CrA CrA Br 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 SWPPP FOR CONSTRUCTION SITES: 1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE: 05120201090070 2. NAME OF ALL RECEIVING WATERS IF THE DISCHARGE IS
TO A MUNICIPAL SEPARATE STORM SEWER, IDENTIFY THE ULTIMATE RECEIVING WATER: CROOKED CREEK (MARION) 3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10-YEAR): 11.79
cfs 4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: SE CORNER OF THE SITE INTO CITY STORM SEWER. 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:
TEMPORARY WATER QUALITY MEASURES INCLUDE INLET PROECTION MEASURES AND SILT FENCING. PERMANENT WATER QUALITY MEASURES INCLUDE AQUA SWIRL WATER QUALITY UNIT (AS-3) AND VEGETATED FILTER
STRIPS ALONG WITH A WET DETENTION POND. 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. SANITARY SEWER - INSTALL SANITARY SEWER SYSTEM f. STORM SEWER - INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION g. UTILITIES - COORDINATE
INSTALLATION OF ALL UTILITIES. h. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. i. PAVEMENT - INSTALL STONE, BASE COURSES
AND FINISHED GRADES FOR ENTRY DRIVE. j. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. k. 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, C103, C900 AND C901. 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: TEMPORARY WATER QUALITY MEASURES INCLUDE
INLET PROTECTION MEASURES AND SILT FENCING. PERMANENT WATER QUALITY MEASURES INCLUDE AQUA SWIRL WATER QUALITY UNIT (AS-6) AND VEGETATED FILTER STRIPS ALONG WITH A WET DETENTION POND.
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: AQUA SWIRL WILL BE INSTALLED ALONG WITH LEVEL SPREADERS DURING STORM SEWER INSTALLATION. VEGETATED FILTER STRIPS WILL BE INSTALLED DURING FINAL STABILIZATION.
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS: PERMANENT WATER QUALITY MEASURES INCLUDE AQUA SWIRL WATER QUALITY
UNIT (AS-6) AND VEGETATED FILTER STRIPS ALONG WITH A WET DETENTION POND. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: HAS BEEN SUBMITTED
ALONG WITH THIS REPORT.
C104 SWPPP DETAILS.pdf C104
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 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 BALENATIVE 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. C104 SWPPP DETAILS w180330-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 (NO SCALE) GEOTEXTILE FABRIC UNDERLINER #2 STONE AGGREGATE PUBLIC ROAD 150' (MIN.) (NO SCALE) FLOW FINISH GRADE UNDISTURBED GROUND FLOW FINISH
GRADE UNDISTURBED GROUND 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 TEMPORARY SEED 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 the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton
County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE:
RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying
| Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC
COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL
CONSTRUCTION PLANS03.31.2019RLW 03.31.2019
C105 SWPPP DETAILS.pdf C105
EROSION CONTROL BLANKET STAPLE PATTERN 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP'S EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER
SEED AND COMPACTED SOIL. SECURE RECP'S COVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP'S. 3. ROLL THE RECP'S (A.)
DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THOUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE
STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP'S SPLICED DOWN THE
SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH.
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE R STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSAY TO PROPERLY SECURE THE RECP's. 2"-5" (5 CM-12.5CM) 12" (30 CM) 6" (15 CM)
6" (15 CM) SLOPE INSTALLATIONSILT FENCE INLET PROTECTION INSTALLATION 1. DIG AN EIGHT-INCH DEEP, FOUR-INCH WIDE TRENCH AROUND THE PERIMETER OF THE INLET. 2. IF USING PRE-ASSEMBLED GEOTEXTILE
FABRIC AND POSTS, DRIVE THE POSTS INTO THE SOIL, TIGHTLY STRETCHING THE GEOTEXTILE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH
WITH THE GEOTEXTILE FABRIC ON THE SIDE OF THE TRENCH FARTHEST FROM THE INLET.) NOTE: IF ASSEMBLING THE GEOTEXTILE FABRIC AND POSTS ON-SITE, DRIVE THE POSTS INTO THE SOIL AND THEN SECURE
THE GEOTEXTILE FABRIC TO THE POSTS BY PLACING A PIECE OF LATHE OVER THE FABRIC AND FASTENING IT TO THE POST (STRETCHING THE FABRIC BETWEEN POSTS AS IT IS FASTENED). 3. USE THE WRAP
JOIN METHOD WHEN JOINING POSTS. 4. PLACE THE BOTTOM 12 INCHES OF GEOTEXTILE FABRIC INTO THE EIGHT-INCH DEEP TRENCH, LAYING THE REMAINING FOUR INCHES IN THE BOTTOM OF THE TRENCH AND
EXTENDING AWAY FROM THE INLET. 5. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. 6. BRACE THE POSTS BY NAILING BRACES INTO EACH CORNER POST OR UTILIZE RIGID PANELS
TO SUPPORT FABRIC. NOTE: IN SITUATIONS WHERE STORM WATER MAY BYPASS THE STRUCTURE, EITHER: SET THE TOP OF THE GEOTEXTILE FABRIC FILTER AT LEAST SIX INCHES LOWER THAN THE GROUND ELEVATION
ON THE DOWN-SLOPE SIDE OF THE STORM DRAIN INLET, BUILD A TEMPORARY DIKE, COMPACTED TO SIX INCHES HIGHER THAN THE FABRIC, ON THE DOWN-SLOPE SIDE OF THE STORM DRAIN INLET, AND/OR USE
IN CONJUNCTION WITH EXCAVATED DROP INLET PROTECTION. MAINTENANCE _ INSPECT DAILY. _ INSPECT GEOTEXTILE FABRIC AND MAKE NEEDED REPAIRS IMMEDIATELY. _ REMOVE SEDIMENT FROM POOL AREA TO
PROVIDE STORAGE FOR THE NEXT STORM EVENT. AVOID DAMAGING OR UNDERCUTTING FABRIC DURING SEDIMENT REMOVAL. _ WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY
DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM DRAIN INLET TOP, THEN STABILIZE IMMEDIATELY. REFERENCED IN CHAPTER 7 PAGE 153-157 IN THE INDIANA STORM
WATER QUALITY MANUAL. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH
THREE WIRE TIES OR OTHER FASTENERS SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 3" ON CENTER 4"x8" TRENCH RUNOFF C105 SWPPP DETAILS w180330-C103
swppp det EDGE OF PAVEMENT RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF EDGE OF PAVEMENT FOR SAG INLETS LOCATIONS (NO SCALE) MAINTENANCE - INSPECT DAILY. - REMOVE ACCUMULATED SEDIMENT FROM PAVED
AREA (DO NOT FLUSH WITH WATER) AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN AN AREA WHERE IT WILL NOT RE-ENTER THE PAVED AREA OR STORM DRAINS. - INSPECT FOR DAMAGE BY VEHICULAR TRAFFIC
AND REPAIR IF NEEDED. _ WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM
DRAIN INLET TOP, THEN STABILIZE IMMEDIATELY. FOR NON PAVED AREAS (NO SCALE) POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH
ASTM D 6461 LATEST EDITION. GEOTEXTILE FABRIC LAID ON DOWN-SLOPE SIDE AND BOTTOM OF TRENCH EXTEND WIRE FENCE A MIN. OF 8" INTO GROUND WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER
CROSS BRACE 1"x2" or 1"x3" 36" MAX. (TYP.) DROP INLET WITH GRATE 12"MIN. 18"MAX. 2"x2" OR 2"X4" WOOD FRAME 2"x2" or 2"x4" STAKE 5' MIN. OVERLAP (NO SCALE) EROSION CONTROL Products Guaranteed
SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800-720-2040 www.nagreen.com (NO SCALE) GENERAL STAPLE RECOMMENDATIONS STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION
CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED
ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE
OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED
BY THAT PRODUCTS COMPANY. CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. 1 1/2 STAPLE PER SQ. YD. 2 STAPLE PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED
SLOPE GRADIENT CHANNEL LINING SLOPE LENGTH IN FEET 300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. COCONUT MAT INLET PROTECTION REVISIONS AND ISSUES Part of the NE/4
of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED
BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846
- 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis,
Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019R
LW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019
C200 SITE PLAN.pdf C200
N85°42'37"E (R) N55°31'24"E (R) N43°33'22"E (R) R= 795.00 ' L 4 2 2 .02 ' N56°19'19"E 66.08' (M) N48°10'22"E 110.00' (M) N36°15'44"E 50.04' (M) N05°40'17"E (R) N19°53'02"W 166.73' (M)
N46°57'09"W 98.63' (M) N43°34'08"W 96.54' (M) S53°43'25"W 266.26' (M) S35°18'47"E 36.27' (M) N86°30'32"E 36.58' (M) N44°21'17"E 54.09' (M) S52°55'30"W (R) N47°22'27"E (R) N35°27'49"E
(R) N06°28'12"E 31.36' (M) N20°40'57"W (R) N47°45'04"W (R) N44°22'03"W (R) S36°06'42"E (R) S18°40'04"E (R) S17°52'15"E 119.53' (M) = PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13
M.L.A.G.=888.40 11 14 23 23 8 14 9 3 5 8 410 POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. = 879.00 100 YR. = 883.67 T.O.B. = 888.67 H2 P1 P1 P1 P1 P1 P1 P2 P4 P4 H1
H1 H1 H1 H1 H1 H1 H1 H1 H2 H3 H3 H4 H4 H5 H5 H5 H5 H2 H5 H5 H6 H6 H6 B1 S1 TYP. S1 TYP. S2 S2 S2 S2 S2 S2 S2 S2 H9 H2 H7 H7 H7 H8 S3 S3 P2 A1 A1 A1 A2 P3 P3 P3 P3 A1H7 H11 H7 H1 H8
H7 A1 S4 H7 H10 H11 S3 S3 H4 H4 H8 H7H8 BMP ACCESS EASEMENT BMP ACCESS EASEMENT BMP ACCESS EASEMENT BMP ACCESS EASEMENT BMP ACCESS EASEMENT BMP ACCESS EASEMENT H8 H8 A1 S5 S5 S5 H7H8
C200 SITE PLAN w180330-C200 site SITE PLAN GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE
CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS. 3. 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. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4. IT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS. 6. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN
THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 9. SEE ARCHITECTURAL PLANS FOR
DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10. COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE.
VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11. FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12. ± DIMENSIONS
INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.
PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE
OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
15. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS,
OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17. REFER TO ARCHITECTURAL PLANS
FOR BUILDING ACCESSORY DETAILS. 18. REFER TO SHEETS C201 AND C202 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. 19. ALL ON-SITE STORM SYSTEM WILL BE PRIVATE. SITE DATA SITE AREA = 2.72
AC BUILDING AREA = 31,808 SF PERCENT IMPERVIOUS = 56.4% ZONING = B-5 FRONT YARD BSL REQUIRED = 15 FT REAR YARD BSL REQUIRED = 15 FT SIDE YARD BSL REQUIRED = 5 FT PARKING REQUIRED: PARKING
REQUIREMENT: 1 SPACE PER 250 SQ. FT. OF FLOOR AREA PARKING REQUIRED = 128 SPACES PARKING DIMENSIONS = 9' x 18' BIKE PARKING REQUIREMENT: 1 SPACE FOR EACH 20,000 SQ. FT., MINIMUM OF
4 SPACES BIKE PARKING REQUIRED = 4 SPACES PARKING PROVIDED: 126 - STANDARD SPACES 6 - ADA SPACES 132 - TOTAL SPACES SITE PLAN NOTES PAVEMENT STANDARD DUTY ASPHALT PAVING STANDARD DUTY
CONCRETE WITH 1' CHAMFERED CORNERS. SEE SHEET C202 FOR CARMEL DETAILS 10-22 & 10-23. STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C602 MATCH EXISTING PAVEMENT HARDSCAPE 6" CURB AND
GUTTER. SHOWN ON SHEET C201. INTEGRAL WALK AND CURB. SHOWN ON SHEET C201. MATCH EXISTING CURB TAPER CURB WITHIN 3 FEET. SHOWN ON SHEET C201. CONCRETE SIDEWALK. SHOWN ON SHEET C201.
10' MULTI-USE PATH. SEE SHEET C202 FOR CARMEL DETAIL 10-20. ACCESSIBLE RAMP. SHOWN ON SHEETS C201 & C202. PAVEMENT FLUSH WITH SIDEWALK TRANSFORMER PAD LOCATION DEPRESSED CURB AT ENTRANCE.
SEE SHEET C202 FOR CARMEL DETAIL 10-22. SIDEWALK ADJACENT TO CURB. SHOWN ON SHEET C201. BUILDING ACCESSORIES DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS) ACCESSORIES LIGHT POLE AND
BASE BIKE RACK SIGNAGE & MARKINGS ACCESSIBLE PARKING SPACE. SHOWN ON SHEET C201. 4" PAINTED WHITE SOLID LINES (TYP) PEDESTRIAN CROSSING MONUMENT SIGN ADA SIGN H1 H2 H3 H4 H5 H6 H7 H8
H9 B1 A1 A2 S1 S2 P1 P2 P3 P4 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 BUILDING SETBACK LINE BOUNDARY LINE FIRE DEPT HOOKUP
FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG
POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST 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 (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING
LOT LIGHT (2 HEAD) CONCRETE PAVEMENT ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION 12 PARKING COUNT STANDARD
DUTY ASPHALT STONE PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES SECTION LINE REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East,
Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY
03.31.2019 MLT DATE: RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 |
846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis,
Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019R
LW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 S3 S4 H10 H11 S5
C201 SITE DETAILS.pdf C201
NOTE: 12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG GALVANIZED 2 1/2" OD STEEL POSTS. SET BOTTOM OF SIGN 7'
ABOVE GRADE. USE 6" PIPE BOLLARD FILLED W/ CONCRETE ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 1'-6" 3'-9" 7'-0" (MIN) VARIES ACCESSIBLE SIGN BOLLARD MOUNT DETAIL ALL SIGNS SHALL COMPLY
WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS. WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN ACCESSIBLE (R7-8P) PLAQUE
SHALL BE MOUNTED BELOW THE R7-8 SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND. THE R7-8P PLAQUE SHALL
HAVE A GREEN LEGEND AND BORDER ON A WHITE BACKGROUND. 3'-6" 3 LBS./FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD SPECIFICATION SEC. 910.14. ACCESSIBLE SIGNS ACCESSIBLE PARKING
SYMBOL DETAIL STANDARD DUTY CONCRETE PAVING SECTION STANDARD DUTY ASPHALT PAVING SECTION INTEGRAL WALK AND CURB DETAIL CURB JOINT DETAIL C201 SITE DETAILS w180330-C201 site det SIDEWALK
SECTION - DRIVEWAY CROSSING (NO SCALE) 4"-#53 AGGREGATE (INDOT) 7" CONC. (4000 PSI) W/FIBER ADDITIVE (NO SCALE) 6"-#53 AGGREGATE (INDOT) 2.5"-HMA 19.0MM BASE 1.5"- HMA 9.5MM SURFACE
(NO SCALE) THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW SLOPE
TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.I. P.C. CONCRETE 3" 12" X 6" 12" X 9" 10" DIA. 18" 1" 18"R 7" 11" 4" (TYP.) NOTE: ALL STRIPES TO BE PAINTED WHITE. MINIMUM = 3" SPECIAL
= 4" (NO SCALE) RESERVED PARKING 1" RAD. ALL CORNERS 12" 18" 4" 8" 2.0% MAX. SLOPE CLASS "A" CONCRETE 18" SCORE PAVEMENT 6" 6" 1/8"RAD. 2" 2" 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 (NO SCALE) (NO SCALE) VARIES (SEE PLANS) 1" RAD. R7-8 R7-8P 50' MAXIMUM 5° 20° HEIGHT OF SYMBOL: MINIMUM = 28" SPECIAL
= 41" WIDTH OF SYMBOL: MINIMUM = 24" SPECIAL = 36" NOTE: BLUE BACKGROUND AND WHITE BORDER ARE OPTIONAL VAN ACCESSIBLE 12" NOTE: WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER
AND A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE BACKGROUND. 6" RESERVED PARKING VAN ACCESSIBLE
3" 3" (R7-8P) (R7-8) (NO SCALE) CURB TAPER DETAIL END OF CURB PAVEMENT 6" STANDING CURB SECTION VIEW PLAN VIEW 3'-0"6" STANDING CURB TAPER PAVEMENT END OF CURB 1" PEDESTRIAN CROSSWALK
(NO SCALE) NOTES: x CONTRACTOR SHALL PROPERLY RE-ALIGN STOP BARS AND OTHER PAVEMENT MARKERS AS NECESSARY TO INSTALL CROSSWALK. x CROSSWALK STRIPES SHALL BE APPLIED IN ACCORDANCE WITH
MUNICIPAL STANDARDS. x STRIPES ARE THERMOPLASTIC WHITE WITHIN R.O.W.; OTHERWISE PAINTED WHITE. x CONTRACTOR SHALL APPLY LONG LIFE MARKING MATERIALS ONLY. 2'-0" 2'-0" 2'-0" SPC. 6'-0"
8' MIN. VAN (5' MIN. CAR)8' 8' ACCESSIBLE PARKING SPACES NOTE: ALL PAINT TO BE BLUE NON-SKID SURFACE APPLICATION OF CILICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS ON 3" DIAMETER POST (SEE SIGN DETAILS) 18' (NO SCALE) 24" 30" Min. (Typ.) 1.9" 7.5" 36" 18" 36" 72" 30" 24" (Min.) A-A B-B Section B-B Section A-A Diagram 1: Bicycle
Rack Type Mounting Surface Diagram 2: Bicycle Parking Location and Design BICYCLE PARKING DETAIL (NO SCALE) 72" 24" 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. MAY REQUIRE TREATMENT BEFORE PAVING. PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS.
MAY REQUIRE TREATMENT BEFORE PAVING. SIDEWALK ADJACENT TO CURB (NO SCALE) VARIES - 5.0' (MIN.) 4" CLASS "A" CONCRETE PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS
2.0% MAX. SLOPE MIN. 4" COMPACTED #53 STONE BASE MIN. 4" COMPACTED #53 STONE BASE MIN. 4" COMPACTED #53 STONE BASE 1/2" PREFORMED JOINT FILLER 1/2" RAISED 1/2" FOR SETTLEMENT MIN. 4"
COMPACTED #53 STONE BASE * *NOTE: BACKFILL FROM BOTTOM OF CURB STONE SECTION TO BOTTOM OF SIDEWALK STONE SECTION TO BE PREPARED SUBGRADE, B BORROW OR #53 STONE, COMPACTED PER INDOT
STANDARD SPECIFICATIONS 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 the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO.
CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER
P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505
N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW
REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019
C202 SITE DETAILS.pdf C202
C202 SITE DETAILS w180330-C201 site det REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED
FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE SUITES SUBMITTAL TO
CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018ML
T REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019
C300 GRADING PLAN.pdf C300
W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G W W W W W W W W PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 C C C C C C C C C C C C E
E W W W W W POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. = 879.00 100 YR. = 883.67 T.O.B. = 888.67 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 E E E E E E E E G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM FO(A) FO(A) FO FO SAN SAN STM STM 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 1. 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 #18057C0225G, DATED NOVEMBER 19, 2014. EXISTING AREAS PERVIOUS
= 2.72 AC. IMPERVIOUS = 0.00 AC. PROPOSED AREAS PERVIOUS = 1.18 AC. IMPERVIOUS = 1.54 AC. PROPOSED OUTLET DISCHARGE SUMMARY PEAK DISCHARGE (CFS) RETURN PERIOD 10 YR. 100 YR. 11.48*
11.08 ALLOWABLE ACTUAL W/OFFSITE 19.37 NET SITE ACREAGE (MINUS ROW) OFF-SITE ACREAGE DETENTION VOLUME REQUIRED DETENTION VOLUME PROVIDED 2.73 ACRES 0 ACRES 2,416 CFS 2,416 CFS EXISTING
SPOT ELEVATION CURB & GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION 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 FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL
POLE TRAFFIC SIGNAL BOLLARD SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE 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) 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 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 AERIAL FIBER OPTIC CABLE UNDERGROUND FIBER OPTIC EMERGENCY FLOOD ROUTE SANITARY SEWER LATERAL ROOF DRAIN 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, 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 PROJECT BM - HCBR 281 Brass disk set in Northeast wingwall of Conspan three-sided arch bridge structure (Str. No. 281) crossing 96th Street over Crooked Creek. ELEV.871.54
(NAVD 88) SITE TBM Northeast Bonnett bolt of fire hydrant located North of the intersection of Commerce Drive and Retail Parkway. ELEV.889.45 (NAVD 88) BENCHMARK INFORMATION 21.32*
*ALLOWABLE RELEASE RATE IS BASED ON 2.73 ACRES OF DIRECT RUNOFF AT A CN OF APPROXIMATELY 89, THE APPROVED CURVE NUMBER FOR THIS SITE. REFER TO THE DRAINAGE REPORT FOR FULL CALCULATIONS.
DETENTION INFORMATION: 343 FEET OF 36" RCP PEAK ELEVATION = 883.86' C300 w1800330-C300 grad GRADING PLAN REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range
3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330
DATEBY 03.31.2019 MLT DATE: RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317
| 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis,
Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019R
LW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 NOTE: FOR SIDEWALK GRADING, SEE SHEET C301.
C301 GRADING PLAN.pdf C301
STM STM STM PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM
STM STM STM STM STM STM STMSTMSTMSTM STM STM STM STM STM STM G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM FO(A) FO(A) FO FO SAN SAN STM STM EXISTING SPOT ELEVATION CURB &
GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION 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 FIRE
DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD
SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE 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) 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 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 AERIAL FIBER OPTIC CABLE UNDERGROUND FIBER OPTIC EMERGENCY FLOOD ROUTE SANITARY SEWER LATERAL ROOF DRAIN SUB SURFACE DRAIN GRADE BREAK LINE FLOW DIRECTION AND SLOPE
W W W W W W W W W C C C C C C C C C C D D D D D D D D D C301 w1800330-C300 grad GRADING PLAN REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay
Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019
MLT DATE: RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452
- 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280
weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW
REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 W S N E W S N E FRONT WALK DETAIL GRADING ACCESS WALK DETAIL GRADING
C400 MAINTENANCE OF TRAFFIC PLAN.pdf C400
STM STM STM W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G N85°42'37"E (R) N55°31'24"E (R) N43°33'22"E (R) R=79 5. 0 0 ' L 42 2 .0 2 ' N56°19'19"E 66.08' (M) N48°10'22"E
110.00' (M) N36°15'44"E 50.04' (M) N05°40'17"E (R) N19°53'02"W 166.73' (M) N46°57'09"W 98.63' (M) N43°34'08"W 96.54' (M) S53°43'25"W 266.26' (M) S35°18'47"E 36.27' (M) N86°30'32"E 36.58'
(M) N44°21'17"E 54.09' (M) S52°55'30"W (R) N47°22'27"E (R) N35°27'49"E (R) N06°28'12"E 31.36' (M) N20°40'57"W (R) N47°45'04"W (R) N44°22'03"W (R) S36°06'42"E (R) S18°40'04"E (R) S17°52'15"E
119.53' (M) = W W W W W W W W PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 11 14 23 23 8 14 9 3 5 8 410 C C C C C C C C C C C C E E W W W W W STM STM STM
STM STM STM STM STM STM STM STM STM E E E E E E E E ROAD WORK 100 FT POSTED SPEED LIMIT 35 ROAD CONSTRUCTION AHEAD ROAD WORK 100 FT ROAD CONSTRUCTION AHEAD END ROAD WORK END ROAD WORK
C400 MAINTENANCE OF TRAFFIC PLAN PHASE ONE MAINTENANCE OF TRAFFIC PLAN MAINTENANCE OF TRAFFIC NOTES 1. DURING THE COURSE OF CONSTRUCTION, ONE LANE REDUCTION WILL BE ALLOWED BETWEEN
THE HOURS OF 9am. AND 4pm. CONSTRUCTION MUST BE COMPLETE WITHIN THE PROVISIONS OF THE PERMIT AND THE LANE MUST BE REOPENED AT THE END OF EACH DAY THAT IT IS CLOSED. 2. THE BARRICADES
SHALL BE MOVED TO THE EDGE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE CONSTRUCTION AREA. MAINTAIN MINIMUM 10' LANE WIDTH BETWEEN BARRICADES
AND ADJACENT LANE STRIPING. 3. FENCING, BARRICADES AND/OR APPROPRIATELY SIZED STEEL PLATES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. 4.
THE ADVANCED WARNING SIGNS SHALL ALSO BE COVERED OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. 5. THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE STANDARD SPECIFICATIONS
OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2011 AND ALL SUBSEQUENT REVISIONS.
6. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLASHERS SPACED AS NOTED. 7. ALL STAGING AND EQUIPMENT STORAGE WILL OCCUR OFF ROAD
AND ON THE WORK SITE. 8. THE APPROVED PERMIT AND PLANS SHALL BE ONSITE DURING CONSTRUCTION. 9. ALL PAVEMENT MARKINGS WITHIN INDOT AND/OR CITY/COUNTY RIGHT-OF-WAY TO BE IN ACCORDANCE
WITH THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2011 AND ALL SUBSEQUENT REVISIONS. 10.CONTRACTOR TO NOTIFY AUTHORITY HAVING JURISDICTION 5
DAYS PRIOR TO THE START OF WORK AND WITHIN 7 DAYS OF COMPLETION OF WORK. REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton
County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE:
RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408
317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net
Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED
SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 W S N E LEGEND DRUM TYPE BARRICADES (ACCORDING TO LOCAL D.O.T. SPEC) SPACED AS NOTED. ADVANCED WARNING
SIGN WORK AREA
C600 DRAINAGE PLAN.pdf C600
STM STM STM W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G W W W W W W W W PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 11 14 23 23 8
14 9 3 5 8 410 C C C C C C C C C C C C E E W W W W W STM STM STM STM STM STM STM STM STM STM STM STM POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. = 879.00 100 YR. =
883.67 T.O.B. = 888.67 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 E E E E E E E E 1 1 1 1 1 1 1 1 1
1 1 1 3 3 4 5 5 5 5 5 5 6 8 7 7 2 2 2 2 2 2 4 9 100 YEAR CLOGGED INLET SPREAD ELEV=887.5 100 YEAR CLOGGED INLET SPREAD ELEV=887.3 100 YEAR CLOGGED INLET SPREAD ELEV=887.3 100 YEAR CLOGGED
INLET SPREAD ELEV=887.5 4 STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 201 202 203 204 205 206 207 STRUCTURE TYPE ??? MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE INLET TYPE J TOP OF
CASTING 880.79 888.62 886.84 886.89 886.65 888.88 886.82 CASTING TYPE ??? NEENAH R-1642 NEENAH R-3405 NEENAH R-3405 NEENAH R-3287 NEENAH R-1642 NEENAH R-3287-10V INVERT INV IN = 879.00(NW)
INV IN = 880.00(NW) INV OUT = 879.90(SE) INV IN = 880.34(NW) INV OUT = 880.24(SE) INV IN = 880.76(NW) INV OUT = 880.66(SE) INV IN = 881.03(NE) INV OUT = 880.93(SE) INV IN = 882.88(NE)
INV OUT = 881.25(SW) INV OUT = 883.22(SW) DETAIL LOCATION SEE CONCRETE END SECTION DETAIL ON C602 SEE STANDARD STORM MANHOLE DETAIL ON C602 SEE STANDARD STORM MANHOLE DETAIL ON C602
SEE STANDARD STORM MANHOLE DETAIL ON C602 SEE STANDARD STORM MANHOLE DETAIL ON C602 SEE INLET TYPE J DETAIL ON C602 SEE STANDARD STORM MANHOLE DETAIL ON C602 END SECTION END SECTION
N/A STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE 202 203 204 205 206 207 DOWNSTREAM STRUCTURE 201 202 203 204 205 206 SIZE 18" 36" 36" 36" 36" 12" MATERIAL RCP RCP RCP RCP RCP RCP
LENGTH 61' 97' 126' 70' 89' 93' SLOPE 1.47% 0.25% 0.25% 0.25% 0.25% 0.37% DRAINAGE PLAN NOTES DOWNSPOUT/ROOF DRAIN POINT OF CONNNECTION. COORDINATE WITH ARCHITECTURAL PLANS. 6" HDPE
DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN @ 1.0% MINIMUM 8" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN @ 1.0% MINIMUM 10" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF
DRAIN @ 1.0% MINIMUM 4" SUBSURFACE DRAINS, PERFORATED DUAL WALLED HANCOR HQ OR EQUIVALENT WATER QUALITY UNIT, REFER TO SHEET C602 FOR MAKE AND MODEL VEGETATED FILTER STRIP WITH LEVEL
SPEADER. REFER TO DETAIL ON SHEET C602 BYPASS STRUCTURE. WEIR HEIGHT=880.33' CONTRACTOR TO VERIFY IF THERE IS SSD UNDER EXISTING CURB AT ENTRANCE. SSD TO CONTINUE IF EXISTING UNDER
NEW DEPRESSED CURB. C600 DRAINAGE PLAN w180330-C600 drainage plan 1 2 3 4 5 6 7 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 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) 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 DRAINAGE PLAN LEGEND UTILITIES
ABBREVIATIONS OTHER 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 EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN FLOW DIRECTION AND SLOPE GENERAL DRAINAGE 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 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. 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 ON-SITE STORM SYSTEM WILL BE PRIVATE. 29. ALL MANHOLE AND INLET CASTINGS MUST BE PRE-STAMPED WITH "NO DUMPING
DRAINS TO WATERWAY." REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE
DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW Know what'sbelow. before you dig.Call R LINK OFFICE
SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT W S N E STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil
Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT
REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW
03.31.2019 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, 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. 8 9
C601 STORM SEWER PLAN AND PROFILE.pdf C601
STM STM STM W W W W W W W W W W W W W W C C C C C C C C C C C C C G G G W W W W W W W W PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 C C C C C C C C C C
C C E E W W W W W STM STM STM STM STM STM STM STM STM STM STM STM POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 E E E E E E E E STORM 200 875 880 885 890 895 900 875 880 885 890
895 900 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 4" PERFORATED SUB-SURFACE DRAINS 18" BELOW GRADE 4" PERFORATED SUB-SURFACE DRAINS 18" BELOW GRADE
4" PERFORATED SUB-SURFACE DRAINS 18" BELOW GRADE 4" PERFORATED SUB-SURFACE DRAINS 18" BELOW GRADE PROPOSED WATER LINE PROPOSED ELECTRIC LINE PROPOSED COMMUNICATION LINE C601 STORM SEWER
PLAN AND PROFILE N W E S 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. SEE SHEET C602 FOR BEDDING SECTION DETAIL FOR RCP. 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 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. 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 18" 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. ELECTRICAL
RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT STREET LIGHT ELECTRIC MANHOLE 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 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 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 LEGEND EXISTING GRADE FINISHED GRADE REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township
17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT
NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317
| 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis,
Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019R
LW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 REFER TO SHEET C602 FOR BACKFILL DETAILS GRANULAR BACKFILL SEE SHEET C602FOR BEDDING SECTION
DETAIL FOR RCP 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. HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE (TYP.)
C602 STORM SEWER DETAILS.pdf C602
VARIES 6" MIN. 11" PAVED AREA INLET TYPE "E" 30"X30" 6" (TYP.) CLASS "A" CONCRETE DIA. SECTION A-A INLET SET ON 6" BASE OF #8 STONE OR #2 STONE 1. 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. 2. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. 3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
6" (TYP.) 8" 3" 2" 2" 2 REBAR #5 3.5' EA. WALL 30" 30" 6" 6" 2 REBAR #5 3.5' EA. WALL 33" NOTES 1. 6" CONCRETE PRECAST OR POURED IN PLACE. 2. REFER TO BEDDING DETAIL AS REQUIRED 3.
VAR. PIPE SIZE 24" MAX STRAIGHT CONNECTIONS 15" MAX SKEW/CORNER CONNECTIONS T.O.C. ELEVATION E.J. 5250 NEENAH R-3405 OR EQUAL E.J. 5250 NEENAH R-3405 OR EQUAL PAVED AREA INLET TYPE
"J" 24"X36" 6" (TYP.) DIA. SECTION VARIES (4.0' MAX.) 6" (TYP.) 8" NOTES: C602 STORM SEWER DETAILS w180330-C602 drainage det 30" 11" 3'-6"3'-6" 3'-6" 3'-6" (NO SCALE) AA PAVEMENT SLOPE
SLOPESLOPE 6" CONCRETE SLOPE 3'-6"3'-6" 3'-6" 3'-6" "DUMP NO WASTE-DRAINS TO WATERWAY" 6" 6" 6" 6" 6" 6"6" 6" Ȣ Ȣ Ȣ Ȣ 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. 1/6 Bc (NO SCALE) Bc d d(MIN.) 66" & LARGER 30" TO 60" 27" & SMALLER D 6 4 3 GREATER THAN 5' (1) LESS
THAN 5' (2) B = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE TYPICAL BEDDING SECTION - RCP PIPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER
PAVEMENT. (1) MIN. 1.25 Bc (2) 1.25 Bc + 12" (MIN.) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE. (1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY. "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. (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 SAWCUT JOINT (TYPICAL) SAWCUT JOINT (TYPICAL) REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3
East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330
DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 -
0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with
confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY
SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 VEGETATED FILTER STRIP WITH LEVEL SPREADER x x x x x x x x x x x STANDARD NOTE: 1. System shall be designed
for the following capacities: Peak Treatment Flow: 6.3 cfs [ 179 L/s] Sediment Storage: 65 ft³ [1.8 m³] Oil/Debris Storage: 390 gal. [1476 L] Section A-A Aqua-Swirl Concentrator
Model AS-6 Off-Line Horseshoe Standard DetailDate: Drawn By: Document: Scale: 11/05/08 BLR 1:20 AS-6 STD Octagonal Base Plate Reinforced Top Vent This is a Sample Detail, Please contact
AquaShield, Inc. for more Information Phone (888) 344-9044 Fax (423) 826-2112 2705 Kanasita Drive, Chattanooga, TN 37343 www.aquashieldinc.com STORMWATER TREATMENT
SOLUTIONS Plan View U.S. Patent No. 6524473 and other Patent Pending Undisturbed Soil Gravel Backfill 42" [1067 mm] Bedding 104" [2642 mm] 68" [1727 mm] STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044 www.aquashieldinc.com 14" [356 mm] OD Vent Manhole Frame and Cover by Manufacturer. (See Details) Varies Grade (Rim) 32" [813 mm] OD Riser Rim elevations to
match finished grade. HDPE risers can be field cut by Contractor. Inlet Arched Baffles Arched Baffle 93" [2362 mm] 93" [2362 mm] 12" [305 mm] * Please see accompanied Aqua-Swirl
specification notes. * See Site Plan for actual system orientation.
2ULHQWDWLRQPD\YDU\IURP RU custom angles to meet site conditions. Ø80 3/4" [Ø2051 mm] Reinforced Top Swirl Inlet Swirl Outlet 4 1/2" [114 mm] Gravel Backfill Paving
1/2" [13 mm] Manhole Frame & Cover Detail NTS For H-20 Traffic Loading Areas Cover Frame Riser 1/2" [13 mm] Concrete Gravel Backfill Paving 3" [76 mm] Typ. 10" [254 mm] Concrete 1/2"
[13 mm] If traffic loading (H-20) is required or anticipated, a concrete pad must be placed over the entire Stormwater Treatment System. Sample details of concrete pad available upon
request. Gravel Backfill shall extend at least 3.5 feet [1067 mm] outward from Swirl Concentrator and for the full height of the Swirl Concentrator (including riser) extending laterally
to undisturbed soils. (See MH Detail Below) Pipe coupling by Contractor. 12" [305 mm] long Stub-out by Manufacturer. 14" [356 mm] OD Outlet Pipe coupling by Contractor. 12" [305 mm]
long Stub-out by Manufacturer. A A
C603 STORM SEWER DETAILS.pdf C603
SECTION A-A CONC. PIPE TOE ANCHOR 12" C TO C MAX. SPACING E+2T GROOVED ON OUTLET END, TONGUE END ON INLET END. GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE,
ASTM DESIGNATION C-76. CLASS "A" CONCRETE3" 6" NOTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE PIPE, PROVIDING THE METHOD OF CONNECTION IS APPROVED BY THE ENGINEER PRIOR TO
INSTALLATION OF PIPE. (EXCEPT IN INDIANAPOLIS) 12" C. TO C. MAX. SPA. CL 9" 6" DIA. CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE
PIPE, A.S.T.M. DESIGNATION C-76 CLASS II, (AS SET OUT IN INDOT STANDARD SPECIFICATIONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M.
DESIGNATION C-76 CLASS II, FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE,
CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL,
AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE,
A.S.T.M. DESIGNATION C-??? WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED
AND SHALL BE AS APPROVED BY THE ENGINEER, EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE
EACH FOR "PIPE END SECTION" COMPLETE. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER
EACH FOR "PIPE END SECTION." RIP-RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS. END SECTION LENGTH (D)PAY LENGTH OF CULVERT COMPUTED LENGTH OF CULVERT CONCRETE END SECTION
PIPE CULVERT HOOK BOLTS LONGITUDINAL SECTION C603 STORM SEWER DETAILS w180330-C602 drainage det (NO SCALE) 1 1/2"R.1 1/2"R. TT Y Y T T 4:1 FILL SLOPE 3:1 FILL SLOPE CLASS "A" CONC.
2'-0"TA DIA - 1' TDIA - 1'T C B=(D-C) D C SLOPE DETAIL PLAN VIEW SECTION Y-Y PRECAST CONCRETE END SECTION DETAIL 2'-0" R2 DIA. R1 REVISIONS AND ISSUES Part of the NE/4 of Section 7,
Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG
NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800
| 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana
46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW
REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 WEIR HEIGHT=880.33 18" RCP36" RCP 14" HDPE 14" HDPE INV=880.00 INV=879.90 DIVERSION STRUCTURE
DETAIL (NO SCALE) STRUCTURE 202 84" DIAMETER MANHOLE
C800 UTILITY PLAN.pdf C800
STM STM STM W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C G G G W W W W W W W W PROPOSED BUILDING GFA=31,808 SF FFF=889.40 M.F.P.G.=887.13 M.L.A.G.=888.40 C C C C C C C
C C C C C E E W W W W W STM STM STM STM STM STM STM STM STM STM STM STM POND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. = 879.00 100 YR. = 883.67 T.O.B. = 888.67 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 E E E E E E E E CONTRACTOR TO INVESTIGATE PIPE TO DETERMINE THE
EXTENTS. PIPE TO BE REMOVED IF DRAINING ON SITE WATER. PIPE TO BE TIED INTO STORM SYSTEM IF DRAINING OFF-SITE WATER. NO PIPES TO RUN UNDER PROPOSED BUILDING. W W W W W W C C C C C E
E E E W W W W W W STM STM STM STM STM 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. PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL CONCRETE CRADLE IF
CLEARANCE IS LESS THAN 18". 24. ALL DETAILS & SPECS FOR WATER NEED TO BE CARMEL UTILITY DETAILS AND SPECS. 25. ANY EXISTING FIELD TILE ENCOUNTERED DURING THE CONSTRUCTION SHALL BE ALSO
INCORPORATED INTO THE PROPOSED STORMWATER DRAINAGE SYSTEM OR TIED TO AN ACCEPTABLE OUTLET. UTILITY PLAN NOTES SANITARY SEWER NOTES CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER MANHOLE. CORE DRILL MANHOLE THROUGH BENCH TO CREATE LATERAL BENCH FLOW LINE. EXISTING 8" SANITARY SEWER. PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE AREAS
WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET C801. PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON-PAVED AREAS ONLY). REFER TO DETAIL ON SHEET C801. PROVIDE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18" CONNECT 6" SANITARY TO BUILDING. COORDINATE CONNECTION
WITH MEP. PROPOSED SANITARY LATERAL CLEANOUT TYPE 2. REFER TO DETAIL ON SHEET C801. WATER SERVICE NOTES: COORDINATE AND CONNECT 6" WATER SERVICE LINE TO EXISTING WATER MAIN. WET TAP
REQUIRED PER CARMEL UTILITY STANDARDS. WATER LINE TO BE INSTALLED PER CARMEL UTILITY STANDARDS. COORDINATE CONNECTION OF 11 2" DOMESTIC SERVICE LINE AND 6" FIRE SERVICE LINE WITH PLUMBING
DRAWINGS. COORDINATE CONNECTION AND LOCATION OF DOMESTIC METER WITH LOCAL SERVICE PROVIDER. [1 1/2" WATER METER SET W/ BACKFLOW PREVENTION INSIDE THE BUILDING ANTICIPATED]. EXISTING
FIRE HYDRANT. PROPOSED FIRE HYDRANT ASSEMBLY. REFER TO DETAIL ON SHEET C801. THIS WILL BE PRIVATE. PROPOSED POST INDICATOR VALVE (PIV). PROPOSED FIRE DEPARTMENT CONNECTION 5" STORZ.
PROPOSED 6" PVC FIRE SERVICE LINE. PROPOSED 11 2" DOMESTIC SERVICE LINE PROPOSED 11 2" VALVE PROPOSED 6" WATER LINE TO FIRE DEPARTMENT CONNECTION. ELECTRIC NOTES: COORDINATE AND CONNECT
BUILDING ELECTRICAL LINE FROM SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. [2-4" EC CONDUITS TO BE INSTALLED
WITH PULL STRINGS. PROPOSED TRANSFORMER PAD LOCATION. COORDINATE WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED. BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE CONNECTION
WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. COMMUNICATION NOTES: COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST
AS REQUIRED. [4"] PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. CONTRACTOR TO PROVIDE #6 GROUND WIRE AT THE D-MARC LOCATION. COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE PROVIDER.
W4 W2 W3 SS3 SS2 W1 SS4 E1 E2 C1 SS5 SS1 W5 W6 W7 W8 W9 C800 UTILITY PLAN 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 FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE 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 SEPTIC TANK PARKING LOT LIGHT (1 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 C2 E3 REVISIONS AND ISSUES Part of the NE/4
of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED
BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW Know what'sbelow. before you dig.Call R LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT W S N E STEVEN
SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S.
- FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED
FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 SS6 W10 SS7 W11
C801 UTILITY DETAILS.pdf C801
GREATER THAN 5' (1) LESS THAN 5' (2) Bc= OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE TYPICAL BEDDING SECTION - RCP PIPE MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER PAVEMENT. (1) MIN. 1.25 Bc (2) 1.25 Bc + 12" (MIN.) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE. (1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS. A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. (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 GREATER THAN 5' (1) 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: CRADLE SHALL BEAR ON UNDISTURBED EARTH PERSPECTIVE VIEW EARTH CUT AWAY (NO SCALE) D 27" & SMALLER 30" TO 60" 66" & LARGER 6 4 3
C801 UTILITY DETAILS w180330-C801 util det BOTTOM OF TRENCH (NO SCALE) 3500 PSI CONCRETE (NO SCALE) TYPICAL VALVE BOX INSTALLATION SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE
COMPACTED BACKFILL TO NATURAL GROUND ADJUSTABLE CAST IRON VALVE BOX EAST JORDON NO. 6860 5.25" SHAFT 42" MIN. "POSI-CAP" VALVE COVER (NO SCALE) 4" d 1/6 Bc d(MIN.) Bc REVISIONS AND
ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED
BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279
ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College
Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW
REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 (Must Be Red From The Factory)
C900 SPECIFICATIONS.pdf C900
C900 SPECIFICATIONS w180330-C900 Non Marion Co Spec - Storm, Water, Sanitary 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. 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 PIPE: DUCTILE IRON PIPE SHALL
MEET AWWA C-150 AND C-151 SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C-104. 2.B. 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.C. 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.D. 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.D.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.D.2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND-WAY, GROUND-KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS. 2.E. VALVE BOXES:
SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 2.E.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.E.2. 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 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. SANITARY SEWAGE SPECIFICATIONS PART 1 - GENERAL 1. SUMMARY
1.A. SECTION INCLUDES: 1.A.1. SANITARY SEWER DRAINAGE PIPING, FITTINGS, ACCESSORIES, CLEANOUTS, AND BEDDING. 1.A.2. CONNECTION OF SITE SANITARY SEWER SYSTEM TO MUNICIPAL SANITARY SEWER
SYSTEMS. 1.B. RELATED REQUIREMENTS: 1.A.1. SECTION 02300 - EARTHWORK: TRENCHING, BACKFILL, AND COMPACTION FOR UTILITIES 1.A.2. SECTION 02536 - SEWER MANHOLES, FRAMES, AND COVERS 1.A.3.
SECTION 03310 - CAST-IN-PLACE STRUCTURAL CONCRETE 2. REFERENCES 2.A. 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. 2.B. ASTM INTERNATIONAL (ASTM): 2.B.1. ASTM A74 - CAST IRON SOIL PIPE AND FITTINGS 2.B.2. ASTM A746 - DUCTILE IRON GRAVITY SEWER PIPE
2.B.3. ASTM C425 - COMPRESSION JOINTS FOR VITRIFIED CLAY PIPE AND FITTINGS 2.B.4. ASTM C564 - RUBBER GASKETS FOR CAST IRON SOIL PIPE AND FITTINGS 2.B.5. ASTM C700 - VITRIFIED CLAY PIPE,
EXTRA STRENGTH, STANDARD STRENGTH, AND PERFORATED 2.B.6. ASTM D2241 - POLY (VINYL CHLORIDE) (PVC) PRESSURE-RATED PIPE (SDR SERIES) 2.B.7. ASTM D2657 - HEAT-JOINING POLYOLEFIN PIPE AND
FITTINGS 2.B.8. ASTM D3034 - TYPE PSM POLY (VINYL CHLORIDE) (PVC) SEWER PIPE AND FITTINGS 2.B.9. ASTM D3035 - POLYETHYLENE (PE) PLASTIC PIPE USING FLEXIBLE ELASTOMERIC SEALS 2.B.10.
ASTM D3139 - JOINTS FOR PLASTIC PRESSURE PIPE USING FLEXIBLE ELASTOMERIC SEALS 2.B.11. ASTM D3261 - BUTT HEAT FUSSION POLYETHYLENE (PE) PLASTIC FITTINGS FOR POLYETHYLENE PLASTIC PIPE
AND TUBING 2.B.12. ASTM F477 - ELASTOMERIC SEALS (GASKETS) FOR JOINING PLASTIC PIPE 2.B.13. ASTM F1417 - STANDARD TEST METHOD FOR INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES
USING LOW-PRESSURE AIR. 2.C. AMERICAN WATER WORKS ASSOCIATION (AWWA): 2.C.1. AWWA C111 - RUBBER_GASKET JOINTS FOR DUCTILE IRON PRESSURE PIPE AND FITTINGS 2.C.2. AWWA C600 - DUCTILE-IRON
WATER MAINS AND THEIR APPURTENANCES 2.C.3. AWWA C900 - POLYVINYL CHLORIDE (PVC) PRESSURE PIPE, 4 IN. THROUGH 12 IN, FOR WATER DISTRIBUTION 2.C.4. AWWA C901 - POLYETHYLENE (PE) PRESSURE
PIPE, TUBING AND FITTINGS 1/2 INCH THROUGH 3 INCHES, FOR WATER DISTRIBUTION 2.C.5. AWWA C906 - POLYETHYLENE (PE) PRESSURE PIPE AND FITTINGS, 4 INCH THROUGH 63 INCH, FOR WATER DISTRIBUTION
3. SUBMITTALS 3.A. PROJECT RECORD DOCUMENTS: 3.A.1. ACCURATELY RECORD ACTUAL LOCATIONS OF PIPE RUNS, CONNECTIONS, CLEANOUTS, AND INVERT ELEVATIONS. 3.A.2. IDENTIFY AND DESCRIBE UNEXPECTED
VARIATIONS TO SUBSOIL CONDITIONS AND LOCATION OF UNCHARTED UTILITIES. 4. PROJECT CONDITIONS 4.A. COORDINATE WORK WITH TERMINATION OF SANITARY SEWER CONNECTION OUTSIDE BUILDING AND CONNECTION
TO MUNICIPAL SEWER UTILITY SERVICE. PART 2 - PRODUCTS 1. SEWER PIPE, FITTINGS, AND JOINTS 1.A. POLYVINYL CHLORIDE PIPE (PVC): ASTM D 3034, RATED SDR 35 UNLESS OTHERWISE SPECIFIED BY
THE UTILITY COMPANY. PIPE SHALL BE CONTINUALLY MARKED WITH MANUFACTURER'S NAME, PIPE SIZE, CELL CLASSIFICATION, SDR RATING, AND ASTM D 3034 CLASSIFICATION. 1.A.1. PIPE JOINTS: INTEGRALLY
MOLDED BELL ENDS, ASTM D 3034, TABLE 2, WITH FACTORY SUPPLIED ELASTOMERIC GASKETS AND LUBRICANT. 1.B. VITRIFIED CLAY PIPE (VCP): ASTM C700: USE ONLY IF REQUIRED BY LOCAL JURISDICTION.
1.B.1. FITTINGS: ASTM C700 1.B.2. JOINTS: ASTM C425 1.B.3. GASKETS: ASTM C425. GASKETS SHALL BE MANUFACTURED FROM HIGH GRADE, PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING
OF EITHER BASIC NATURAL OR SYNTHETIC RUBBER. GASKET MANUFACTURING TOLERANCES SHALL COMPLY WITH RUBBER MANUFACTURER'S ASSOCIATION TOLERANCES FOR GASKETS. 1.B.4. LUBRICANT: SUITABLE
FOR LUBRICATING JOINT COMPONENTS; NO DETERIORATING EFFECTS ON GASKET OR PIPE MATERIAL, WILL NOT SUPPORT GROWTH OF FUNGI OR BACTERIA, AND SHALL BE OF TYPE RECOMMENDED BY GASKET MANUFACTURER.
1.C. FORCE MAIN: 1.C.1. HIGH-DENSITY POLYETHYLENE PIPE (HDPE): AWWA C901 AND C906, ASTM D3035, SDR 11 FOR 150 PSI PRESSURE RATING. 1.C.1.1. FITTINGS: MOLDED, AWWA C901 OR C906. 1.C.1.2.
JOINTS: BUTT FUSION, ASTM D2657, FLANGED GASKET JOINTS AT INTERFACE 1.C.2. POLYVINYL CHLORIDE PIPE (PVC): FOR LESS THAN 4 INCHES IN DIAMETER, ASTM D2241 FOR PUSH-ON OR SOLVENT WELD
JOINTS, AND FOR PIPE 4 INCHES IN DIAMETER AND LARGER, AWWA C900, CLASS 150 WITH PUSH-ON JOINTS. 1.C.2.1. JOINTS/FITTINGS: PUSH-ON, ASTM D3139 WITH ASTM F477 GASKETS. 1.C.2.2. SOLVENT
CEMENT: ASTM D2564. 1.C.3. DUCTILE IRON PIPE (DIP): ASTM A746, CLASS 50, INSIDE NOMINAL DIAMETER AS SHOWN ON THE DRAWINGS, BELL AND SPIGOT END. 1.C.4. DUCTILE IRON PIPE JOINT DEVICE:
AWWA C111, RUBBER GASKET JOINT DEVICES. 2. PIPE ACCESSORIES 2.A. PIPE JOINTS: MECHANICAL CLAMP RING TYPE, STAINLESS STEEL EXPANDING AND CONTRACTING SLEEVE, NEOPRENE-RIBBED GASKET
FOR POSITIVE SEAL. 2.B. FITTINGS: SAME MATERIAL AS PIPE MOLDED OR FORMED TO SUIT PIPE SIZE AND END DESIGN, IN REQUIRED TEE, BENDS, ELBOWS, CLEANOUTS, REDUCERS, TRAPS, ETC. 3. CLEANOUTS
AND MANHOLES 3.A. MANHOLES SHALL CONFORM TO SECTION 02536. 3.B. LID AND FRAME: PROVIDE IN ACCORDANCE WITH SECTION 02536. PROVIDE TRAFFIC GRADE AND RATED COVERS AND FRAMES WHERE CLEANOUTS
AND MANHOLES ARE WITHIN PAVEMENT, WITH THE LETTERS “SSCO” OR “SANITARY SEWER” RESPECTIVELY CAST INTO THE COVER. 3.C. SHAFT CONSTRUCTION: CAST IRON SHAFT OF INTERNAL DIAMETER AS SPECIFIED
ON CONSTRUCTION DRAWINGS WITH 2500 PSI CONCRETE COLLAR FOR CLEANOUTS. 4. APPURTENANCES 4.A. TRACE WIRE: MAGNETIC DETECTABLE CONDUCTOR (#12 COPPER), BRIGHTLY COLORED PLASTIC COVERING,
IMPRINTED WITH “SANITARY SEWER SERVICE” IN LARGE LETTERS. PART 3 - EXECUTION 1. EXAMINATION 1.A. VERIFY THAT TRENCH CUT AND EXCAVATION IS READY TO RECEIVE WORK AND EXCAVATIONS, DIMENSIONS,
AND ELEVATIONS ARE AS INDICATED ON CONSTRUCTION DRAWINGS. 2. PREPARATION 2.A. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER EXCAVATION WITH BEDDING MATERIAL. 2.B. REMOVE
LARGE STONES OR OTHER HARD MATTER THAT COULD DAMAGE PIPE OR IMPEDE CONSISTENT BACKFILLING OR COMPACTION. 3. BEDDING 3.A. EXCAVATE TRENCH AND PLACE BEDDING MATERIAL IN ACCORDANCE WITH
SECTION 02300. 4. INSTALLATION - PIPE 4.A. INSTALL TYPE AND CLASS OF PIPE AS SHOWN ON THE DRAWINGS. PIPES SHALL BE LAID AND MAINTAINED TO THE REQUIRED LINE AND GRADE WITH NECESSARY
FITTINGS, BENDS, MANHOLE RISERS, CLEANOUTS AND OTHER APPURTENANCES PLACED AT THE REQUIRED LOCATIONS. THE PIPE SHALL BE INSTALLED WITH UNIFORM BEARING UNDER THE FULL LENGTH OF THE BARREL
OF THE PIPE. THE PIPE SHALL BE INSPECTED FOR DEFECTS AND CRACKS BEFORE BEING LOWERED INTO THE TRENCH. DEFECTIVE, DAMAGED OR UNSOUND PIPE, OR PIPE THAT HAS HAD ITS GRADE DISTURBED
AFTER LAYING SHALL BE TAKEN UP AND REPLACED. COMMENCE INSTALLATION AT LOWEST POINT WITH THE BELL END UPGRADE. 4.B. NO PIPE SHALL BE LAID IN WATER OR WHEN TRENCH CONDITIONS ARE UNSUITABLE
FOR WORK. 4.C. PIPE CONNECTING TO MANHOLES OR OTHER STRUCTURES SHALL TERMINATE FLUSH INSIDE OF THE STRUCTURE WALL. 4.D. JOINTS FOR PVC AND CISP SHALL BE THOROUGHLY LUBRICATED WITH AN
APPROVED LUBRICANT BEFORE PIPE SECTIONS ARE SLIPPED TOGETHER. OPEN ENDS SHALL BE FULLY PROTECTED WITH A STOPPER TO PREVENT EARTH OR OTHER MATERIAL FROM ENTERING THE PIPE DURING CONSTRUCTION.
CAREFULLY FREE INTERIOR OF THE PIPE FROM DIRT, CEMENT AND OTHER DELETERIOUS MATERIAL AS THE WORK PROGRESSES. 4.E. MAINTAIN SEPARATION OF POTABLE WATER MAIN FROM SEWER PIPING AT CROSSINGS
A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL. 4.F. INSTALL HDPE PIPING AND FITTINGS TO AWWA C901 AND C906. BUTT FUSION WELDED PER ASTM D3261. 4.G. ROUTE PIPE IN STRAIGHT
LINE PARALLEL TO ROADS, BUILDINGS AND ADJACENT UTILITIES AND AS SHOWN ON THE DRAWINGS. 4.H. ESTABLISH ELEVATIONS OF BURIED PIPING WITH SUFFICIENT COVER AS RECOMMENDED BY PIPE MANUFACTURER
TO ENSURE NOT LESS THAN 3 FEET OF COVER, EXCEPT AS NOTED ON DRAWINGS. 4.I. FORM AND PLACE CONCRETE FOR THRUST BLOCKS AT EACH ELBOW OF PIPE FORCE MAIN. SEE CONSTRUCTION DRAWING FOR
DETAILS OF CONSTRUCTION. 4.J. BACKFILL TRENCH IN ACCORDANCE WITH SECTION 02300. 4.K. INSTALL TRACE WIRE CONTINUOUS OVER TOP OF NON-METAL PIPE. BURY 6 INCHES MINIMUM BELOW FINISH GRADE,
ABOVE PIPELINE. 5. INSTALLATION - CLEANOUTS AND MANHOLES 5.A. FORM BOTTOM OF EXCAVATION CLEAN AND SMOOTH TO CORRECT ELEVATION. 5.B. FOR CLEANOUTS, FORM AND PLACE CAST_IN_PLACE CONCRETE
BASE PAD WITH PROVISION FOR SANITARY SEWER PIPE TO BE INSTALLED TO PROPER ELEVATIONS. 5.C. FOR MANHOLES, CONSTRUCT INVERTS ACCORDING TO THE FOLLOWING GUIDELINES: 5.C.1. INVERT CHANNEL
SHALL BE SMOOTH AND ACCURATELY SHAPED TO A SEMICIRCULAR BOTTOM TO MATCH WITH THE INSIDE OF THE ADJACENT SEWER SECTION. 5.C.2. INVERT CHANNELS AND STRUCTURE BOTTOMS SHALL BE SHAPED WITH
MORTAR AND LEAN CONCRETE. 5.C.3. CHANGES IN SIZE AND GRADE OF INVERT SHALL BE MADE GRADUALLY AND EVENLY. 5.C.4. CHANGES IN THE DIRECTION OF THE SEWER ENTERING BRANCH OR BRANCHES SHALL
HAVE A TRUE CURVE OF AS LARGE A RADIUS AS THE MANHOLE WILL PERMIT. 5.D. FOR MANHOLES, PROVIDE MANHOLE RINGS, FRAME, AND COVER AS SHOWN ON THE CONSTRUCTION DRAWINGS. 6. FIELD QUALITY
CONTROL 6.A. FIELD QUALITY CONTROL SHALL BE CONDUCTED BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 01452. 6.B. PIPES AND JOINTS SHALL NOT BE COMPLETELY BACKFILLED UNTIL AFTER INSPECTION,
TESTING, AND APPROVAL BY THE OWNER AND LOCAL JURISDICTION. 6.C. PRIOR TO TESTING FOR LEAKAGE, THE PIPE TRENCH SHALL BE BACKFILLED TO AT LEAST THE SPRING LINE OF THE PIPE. IF REQUIRED
TO PREVENT PIPE MOVEMENT DURING TESTING, ADDITIONAL BACKFILL SHALL BE ADDED LEAVING THE PIPE JOINTS UNCOVERED TO PERMIT INSPECTION. 6.D. EXFILTRATION TEST 6.D.1. EACH SECTION OF SEWER
LINE BETWEEN SUCCESSIVE MANHOLES SHALL BE TESTED BY CLOSING THE LOWER END OF THE SEWER TO BE TESTED AND THE INLET SEWER OF THE UPPER MANHOLE, USING STOPPERS. 6.D.2. FILL THE MANHOLE
AND PIPE WITH WATER TO A POINT WHICH PRODUCES A MAXIMUM OF 3 FEET OF HEAD ABOVE THE INVERT OF THE SEWER AT THE CENTER OF THE UPPER MANHOLE; OR IF GROUNDWATER IS PRESENT, 3 FEET OF HEAD
ABOVE THE AVERAGE ADJACENT GROUNDWATER LEVEL. 6.D.3. THE ALLOWABLE LEAKAGE SHALL BE 200 GAL/INCH OF PIPE DIAMETER/MILE/DAY 6.E. INFILTRATION TEST 6.E.1. IF EXCESSIVE GROUND WATER IS
ENCOUNTERED IN THE CONSTRUCTION OF A SECTION OF THE SEWER, THE EXFILTRATION TEST SHALL NOT BE USED. 6.E.2. THE UPPER AND LOWER ENDS OF THE SEWER TO BE TESTED SHALL BE CLOSED SUFFICIENTLY
TO PREVENT THE ENTRANCE OF WATER. 6.E.3. PUMPING OF GROUND WATER SHALL BE DISCONTINUED FOR AT LEAST 3 DAYS; THEN INFILTRATION SHALL BE TESTED. 6.E.4. INFILTRATION INTO EACH SECTION
OF SEWER BETWEEN ADJOINING MANHOLES SHALL NOT EXCEED THAT ALLOWED FOR THE EXFILTRATION TEST, EXCEPT THAT HEAD CONDITIONS SHALL BE A MAXIMUM OF 6 FEET. 6.F. THE EXFILTRATION TEST MAY
BE LIMITED TO THE MANHOLES ONLY WHEN THE AUTHORITY HAVING JURISDICTION DOES NOT REQUIRE THE TEST AND THE CONSTRUCTION MANAGER WAIVES THE TEST. THE INFILTRATION TEST WILL ALWAYS BE
REQUIRED WHEN EXCESSIVE GROUND WATER IS ENCOUNTERED IN ADDITION TO THE AIR TEST. 6.G. AIR TEST: GRAVITY SYSTEMS SHALL BE AIR TESTED BETWEEN MANHOLES AT 3.5 PSI FOR 5 MINUTES PER ASTM
F1417 FOR PLASTIC PIPES. 6.H. ALL MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93 (STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE (VACUUM) TEST).
6.I. DEFLECTION TEST: 6.I.1. DEFLECTION TESTS SHALL BE CONDUCTED ON ALL PLASTIC PIPE USING A MANDREL WITH A DIAMETER EQUAL TO 95 PERCENT OF THE INSIDE DIAMETER OF THE PIPE. THE TEST
SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 6.I.2. ALLOWABLE DEFLECTION: MAXIMUM ALLOWABLE PIPE DEFLECTION SHALL NOT EXCEED 5 PERCENT OF NOMINAL INSIDE DIAMETER. 6.I.3.
MANDREL: MANDREL, GO/NO-GO, DEVICE SHALL BE CYLINDRICAL IN SHAPE AND CONSTRUCTED WITH EITHER 9 OR 16 EVENLY SPACED ARMS OR PRONGS. MANDRELS WITH FEWER ARMS WILL BE REJECTED AS NOT
SUFFICIENTLY ACCURATE. CONTACT LENGTH OF MANDREL'S ARMS SHALL EQUAL OR EXCEED NOMINAL INSIDE DIAMETER OF SEWER TO BE INSPECTED. CRITICAL MANDREL DIMENSIONS SHALL CARRY TOLERANCE OF
0.01-INCH MAXIMUM. CONTRACTOR SHALL PROVIDE MANDREL AND NECESSARY EQUIPMENT FOR MANDREL TEST. 6.I.4. PROCEDURE: MANDREL SHALL BE HAND-PULLED THROUGH FLEXIBLE PIPE SEWER LINES NO EARLIER
THAN 30 DAYS AFTER TRENCH HAS BEEN COMPLETELY BACKFILLED. SECTIONS OF SEWER NOT PASSING MANDREL SHALL BE UNCOVERED AND REBEDDED, REROUNDED, OR REPLACED TO SATISFACTION OF OWNER OR
GOVERNING AGENCY. REPAIRED SECTION SHALL BE RETESTED. 6.J. HYDROSTATIC TEST: FORCE MAIN PIPING SHALL BE HYDROSTATICALLY TESTED AT 150 PSI IN ACCORDANCE WITH AWWA C 600. 6.K. PROVIDE
MEASURING DEVICES, METERS, WATER, MATERIALS, AND LABOR FOR MAKING THE REQUIRED TESTS. 6.L. TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION MANAGER OR HIS DESIGNEE. TEST
DATA SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. END OF SECTION REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton
County, Indiana W18.0330 PREPARED FOR: 10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE:
RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying
| Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC
COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018MLT REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL
CONSTRUCTION PLANS03.31.2019RLW 03.31.2019
C901 SPECIFICATIONS.pdf C901
C901 SPECIFICATIONS w180330-C900 Non Marion Co Spec - Storm, Water, Sanitary 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. REVISIONS AND ISSUES Part of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W18.0330 PREPARED FOR:
10255 COMMERCE DRIVE PROJECT NO. SHEET NO. CHECKED BY: DRAWN BY: MLT DESIGNED BY: DWG NAME: PROJECT NO.: W18.0330 DATEBY 03.31.2019 MLT DATE: RLW LINK OFFICE SUITES SUBMITTAL TO CARMEL
ADLS/DP09.21.2018MLT STEVEN SCOTT RUCKER P.E. 11300279 ENGINEERS317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.net Build with confidence.SM REVISED FOR TAC COMMENTS11.21.2018MLT REVISED FOR TAC COMMENTS12.05.2018ML
T REVISED FOR TAC COMMENTS01.02.2019RLW REVISED FOR TAC COMMENTS01.08.2019RLW REVISED SANITARY SEWER LATERAL03.13.2019RLW FINAL CONSTRUCTION PLANS03.31.2019RLW 03.31.2019 ´