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HomeMy WebLinkAboutThe Signature Full Set(NOT TO SCALE) LOCATION MAP C0.0 FINAL ENGINEERING PLANS THE SIGNATURE CARMEL 13111 OLD MERIDIAN ST CARMEL, IN 46032 UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT. ADDRESS PHONE NUMBER CONTACT ENGINEERING DEPARTMENT CITY OF CARMEL 1 CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 (317) 571-2441 ALEX JORDAN ADA CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 DAVID LITTLEJOHN FIRE DEPARTMENT CARMEL FIRE DEPARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2612 LUKE RAY PLANNING & ZONING CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 RACHEL KEESLING BUILDING & CODE SERVICES CITY OF CARMEL 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2444 WILLIAM (BILL) HOLT SANITARY SEWER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 200 CARMEL, IN 46032 (317) 571-2443 JOHN DUFFY WATER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 200 CARMEL, IN 46032 (317) 733-2855 STEVE COOK PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER td CARMEL, LLC P.O. BOX 6331 FISHERS, IN 46038 (317) 525-1467 MATT CREMER CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 BILL BUTZ, P.E. GEOTECHNICAL ENGINEER ALT & WITZIG ENGINEERING INC GEOTECHNICAL DIVISION 4105 WEST 99TH ST CARMEL, IN 46032 (317) 875-7000 BRIAN WIRT, P.E. ENVIRONMENTAL ENGINEER ACUITYES 7965 EAST 106TH ST., STE 128 FISHERS, IN 46038 (317) 570-4919 LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9571 BRANDON SCHREEG, PLA LAND SURVEYOR HAMILTON DESIGNS 11988 FISHERS CROSSING DRIVE, STE 154, FISHERS, IN 46038 (317) 570-8800 TERRY WRIGHT, P.S. CONSTRUCTION OF A 5-STORY AND 4 STORY INTERCONNECTED MULTI-USE BUILDING (±107,855 SF PER FLOOR) ON ±3.98 AC. PROJECT IS IN SECTION 25 OF T18N, R3E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA HAMILTON COUNTY TITLE SHEETSheet List Table Sheet Number Sheet Title C0.0 TITLE SHEET C1.0 GENERAL NOTES C1.1 CITY OF CARMEL - GENERAL NOTES C2.0 EXISTING CONDITIONS & DEMO PLAN C3.0 OVERALL SITE PLAN C4.0 EROSION CONTROL PLAN C4.1 SWPPP C4.2 EROSION CONTROL DETAILS C5.0 OVERALL GRADING & DRAINAGE PLAN C5.1 GRADING ENLARGED DETAILS C6.0 OVERALL UTILITY PLAN C6.1 STORM PROFILES C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 CONSTRUCTION DETAILS C7.3 CONSTRUCTION DETAILS C7.4 CONSTRUCTION DETAILS C7.5 CONSTRUCTION DETAILS C7.6 CONSTRUCTION DETAILS C7.7 CONSTRUCTION DETAILS L1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L1.3 LANDSCAPE PLAN L1.4 LANDSCAPE DETAILS L2.0 L2.0 MATERIALS LEGEND L2.1 AMENITY ENLARGEMENTS L2.2 AMENITY ENLARGEMENTS L2.3 AMENITY ENLARGEMENTS L2.4 AMENITY DETAILS L2.5 AMENITY DETAILS L2.6 AMENITY DETAILS L3.0 IRRIGATION PLAN L3.1 IRRIGATION DETAILS PROJECT LOCATION LEGAL DESCRIPTION (NOT TO SCALE) HAMILTON COUNTY VICINITY MAP NORTH CARMEL NOTES 10/19/21 GENERAL NOTES SANITARY SEWER NOTES WATERMAIN NOTES STORM SEWER NOTES C1.0 WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EARTHWORK NOTES SIGNING AND PAVEMENT MARKING NOTES PAVING NOTESDEMOLITION NOTES EROSION CONTROL NOTES GENERALNOTES10/19/21 ”CITY OFCARMEL -GENERALNOTESC1.1 10/19/21 OLD MERIDIAN STMAIN ST C2.0 GENERAL DEMOLITION NOTES DEMOLITION NOTES · · · · DEMOLITION NOTESDEMOLITION LEGEND EXISTINGCONDITIONS &DEMO PLANNORTH BENCHMARKS WELL ABANDONMENT SWPPP NOTE BOARD OF PUBLIC WORKS NOTE FIRE DEPARTMENT NOTES 10/19/21 GAS GASFIB FIB FIBFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIBFIBOLD MERIDIAN STOLD MERIDIAN STMAIN STMAIN ST LOADING ZONESITE SUMMARY KEY NOTES SITE NOTES PAVING & CURB LEGEND C3.0OVERALL SITEPLANNORTH BENCHMARKS BOARD OF PUBLIC WORKS NOTE 10/19/21 OHE OHE OHE OHE OHE W W W GAS GAS GAS GASFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FIB FIBFIB FIBFIB FIB FIB FIB FI B FI B FI BFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB UGE UGE UGE UGE UGE UGE W T T S D D D T D TR T T S D F SD SD SD SD SD SD SD SD SD SDSDSD SD SDSDSDSD SD SD SD SD SD SDSDS D SD SD SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SDSS SS SS SSSSSS SS SSSS SS SSSSSS SS SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W WFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB W W W W W W W W WOLD MERIDIAN STMAIN STMAIN ST LOADING ZONEEROSION CONTROL LEGEND TEMPORARY EROSION CONTROL NOTES EROSION CONTROL NOTES C4.0EROSIONCONTROL PLANNORTH 10/19/21 C4.1SWPPP– – 10/19/21 C4.2EROSIONCONTROL DETAILS® ™ ® ™ ™ PLAN SECTION ** ** D A C E F BB A NOT TO SCALE SECTION B-B CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) STAPLE DETAIL NOT TO SCALE PLAN VIEW CONCRETE WASHOUT 10/19/21 OHE OHE OHE OHE OHE OHE W W GAS GASFIB FIBFIB FIB FIBFIB FIBFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB W W W W W W W W W W W W W W W W W W W FIBFIBFIBFIB FIB FI B FI BFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB UGE UGE UGE UGE TR SS D D D D D TR S D S SD SD SD SDSDSD SD SD S D SDSDSDSDSD SD SDSDS D SD SD SD SD SD SD SD SD SD SD SDSS SS SSSS SSSS SSSS SS S SSS SS SS SS SS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W WFIB FIB FIB FIBFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB W W W W WOLD MERIDIAN STOLD MERIDIAN STMAIN STMAIN ST LOADING ZONEGRADING NOTES GRADING LEGEND C5.0OVERALLGRADING &DRAINAGE PLANNORTH MINIMUM FLOOD PROTECTION GRADE (MFPG) MINIMUM LOWEST ADJACENT GRADE (MLAG) DRAINAGE SUMMARY MINIMUM FINISH FLOOR ELEVATION (MFFE) BENCHMARKS UNDERGROUND DETENTION ROWS 8 LENGTH OF ROW 107' CHAMBER TYPE 6' Ø CMP STONE INVERT 842.75 CHAMBER INVERT 843.25 TOP OF STONE 850.10 CHAMBER SPACING 3' SIDE STONE 24" 10/19/21 OHE OHE FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB WWSSSS SSSSMAIN ST W W W W W W W W W S D S D S D S D FIB FIB FIB FIBFIB FIBFIB FIBFIBW W W W W W W B FIB FIB FIB FIB FIB UGE UGE UGE UGE SD SD SD SS SSSS SSLOADING ZONEGRADING NOTES GRADING LEGEND C5.1GRADINGENLARGED DETAILSNORTH 10/19/21 OHE OHE OHE OHE OHE OHE W W GAS GASFIB FIBFIB FIB FIBFIB FIBFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB W W W W W W W W W W W W W W W W W W W FIBFIBFIBFIB FIBFI B FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB UGE UGE UGE UGE T TR T T SS D D D T D T D TR T T S D S F SD SD SD SD S D SD SD SD SD S DSDSDSDSD SD SDSD S D SD SD SD SD SD SD SD SD SD SD SDSS SS SS SS SS SS SS SS S SSS T T GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W W WFIBFIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIB FIBFIBFIBW W W W WOLD MERIDIAN STOLD MERIDIAN STMAIN STMAIN ST LOADING ZONESANITARY STRUCTURE TABLE GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES C6.0OVERALLUTILITY PLANNORTH BENCHMARKS 10/19/21 PROPOSED STORM 1 H: 1"=30 | V: 1"=3854.28852.01PROPOSED STORM 2 H: 1"=30 | V: 1"=3855.39856.14853.19PROPOSED STORM 3 H: 1"=30 | V: 1"=3854.18856.16856.70858.29859.75860.00PROPOSED STORM 3A H: 1"=30 | V: 1"=3858.59PROPOSED STORM 3B H: 1"=30 | V: 1"=3859.45PROPOSED STORM 4 H: 1"=30 | V: 1"=3848.97C6.1STORMPROFILES10/19/21 HEAVY DUTY CONCRETE PAVEMENT SECTION N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. ACCESSIBLE VAN $250 FINE PARKING RESERVED STOP BAR N.T.S. STOP THRUST BLOCKING DETAIL N.T.S. SANITARY/STORM CLEAN-OUT N.T.S. CONCRETE PRECAST FLARED END SECTION AND KEY-IN DETAIL N.T.S. PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL N.T.S. REINFORCED CONCRETE PIPE (RCP) BEDDING DETAIL N.T.S. HEAVY DUTY ASPHALT PAVEMENT SECTION N.T.S. TYPICAL CONCRETE JOINT DETAILS N.T.S. ACCESSIBLE PAVEMENT MARKINGS N.T.S. ACCESSIBLE PARKING SIGNAGE N.T.S. STANDARD SIGN BASE N.T.S. BIKE RACK ("U" STYLE) N.T.S. CONCRETE BOLLARD DETAIL N.T.S. STOP SIGN N.T.S.ROW CONCRETE PAVEMENT / APPROACH SECTION N.T.S. C7.0CONSTRUCTIONDETAILS10/19/21 C7.1CONSTRUCTIONDETAILS10/19/21 C7.2CONSTRUCTIONDETAILS10/19/21 C7.3CONSTRUCTIONDETAILS10/19/21 C7.4CONSTRUCTIONDETAILS10/19/21 C7.5CONSTRUCTIONDETAILS10/19/21 OUTLET CONTROL STRUCTURE N.T.S. C7.6CONSTRUCTIONDETAILS10/19/21 REV D7003-110-025 DWG NO. 1 OF 1 SHEET 1:20 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 04-03-06 DATE EBC DRAWN BY 08-19-13 CCA MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF NYLOPLAST 12" INLINE DRAIN: 2712AG _ _ X (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. 5 - DIMENSIONS ARE IN INCHES 6 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION. (B) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ® ©2013 NYLOPLAST 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. REV D 7001-110-206 DWG NO. 1 OF 1 SHEET 1:4 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 12 IN DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE DRAWN BY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-10-11 EBC ® ©2011 NYLOPLAST DUCTILE IRON 3-6-06 EBC A AD DUCTILEIRONR A I N S T O W ATERWAYSNYLOPL A ST DONOTPOLLUTESECTION A-A APPROX. DRAIN AREA = 82.87 SQ IN APPROX. WEIGHT = 18.50 LBS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 1299CGD Ø13.38 4.96 REV D 7001-110-111DWG NO.1 OF 1 SHEET 1:25 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 9-30-99 DATE CJA DRAWN BY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 12-29-11 CCA DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. REV D7001-110-042 DWG NO. 1 OF 1 SHEET 1:40 SCALE DWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 8-10-00 DATE AWA DRAWN BY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1-6-10 EBC DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST TSA LP OLY N DU CTI L E IRO N TSALPOLYN D UCTILEIR ONDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN (2) INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN (3) VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8" 6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 ® ©2010 NYLOPLAST C7.7CONSTRUCTIONDETAILS10/19/21 PAVING & CURB LEGEND SITE NOTES OLD MERIDI AN STOLD MERI DI AN S T MAIN ST MAIN ST LOADING ZONENORTH SITE DIAGRAM10/19/21