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DEVELOPER <br />NATIONAL SELF -STORAGE, LLC <br />2827 107TH AVENUE <br />BLAINE, MN 55449 <br />(1, 2) INTEGRATED DUCTILE IRON <br />GRATE TO MATCH BASIN O.D. <br />(3) VARIABLE INVERT HEIGHTS <br />AVAILABLE (ACCORDING TO <br />PLANS/TAKE OFF) <br />NYLOPLAST DRAIN BASIN WITH DOME GRATE <br />MINIMUM PIPE BURIAL <br />DEPTH PER PIPE <br />MANUFACTURER <br />RECOMMENDATION <br />(MIN. MANUFACTURING <br />REQ. SAME AS MIN. SUMP) <br />(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS <br />AVAILABLE: 4" - 30" FOR CORRUGATED HDPE <br />(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR <br />SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), <br />PVC DWV (EX: SCH 40), PVC C900/C905, <br />CORRUGATED & RIBBED PVC <br />WATERTIGHT JOINT <br />(CORRUGATED HDPE SHOWN) <br />1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 <br />GRADE 70-50-05. <br />2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE <br />OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. <br />3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN <br />DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING <br />RESTRICTIONS. SEE DRAWING NO. 7001-110-065. <br />4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO <br />ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), <br />N-12 HP, & PVC SEWER (4" - 24"). <br />5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE <br />MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. <br />6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. <br />8" - 30" <br />(5) ADAPTER ANGLES VARIABLE <br />0° - 360° ACCORDING TO PLANS <br />4" MIN ON 8" - 24" <br />6"MIN ON30" <br />(3) VARIABLE SUMP DEPTH <br />ACCORDING TO PLANS <br />(6" MIN. ON 8" - 24", 10" MIN. ON 30" <br />BASED ON MANUFACTURING REQ.) <br />THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER <br />GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I <br />OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & <br />BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & <br />COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. <br />THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH <br />NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT <br />OR POSSESSION OF THIS PRINT DOES NOT CONFER, <br />TRANSFER, OR LICENSE THE USE OF THE DESIGN OR <br />TECHNICAL INFORMATION SHOWN HEREIN <br />REPRODUCTION OF THIS PRINT OR ANY INFORMATION <br />CONTAINED HEREIN, OR MANUFACTURE OF ANY <br />ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS <br />IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN <br />PERMISSION FROM NYLOPLAST. ©2013 NYLOPLAST <br />DRAWN BY <br />EBC <br />DATE 03-25-10 <br />MATERIAL <br />REVISED BY CCA <br />DATE 09-05-13 <br />PROJECT NO.INAME <br />Nyloplast <br />3130 VERONA AVE <br />BUFORD, GA 30518 <br />PHN (770) 932-2443 <br />FAX (770) 932-2490 <br />www.nyloplast-us.com <br />TITLE <br />DRAIN BASIN WITH DOME GRATE <br />QUICK SPEC INSTALLATION DETAIL <br />DWG SIZE <br />A SCALE 1:40 SHEET 1 OF 1 <br />DWG NO. 7001-110-397 REV C <br />4 <br />NYLOPLAST CATCHBASIN <br />METAL OUTLET GRATE <br />TOP OF RIM = 873.5 <br />TOP OF WEIR WALL = 872.25 <br />OUTLET PIPE <br />12" RCP NV. 870.5 <br />48" <br />RIM = 873.0 <br />2" SLOTTED <br />WEIR <br />INV=870.5 <br />INLET PIPE <br />12" RCP INV. 86q.5 <br />SIDE CROSS SECTION VIEW <br />NO SCALE <br />TOP OF WEIR WALL = 872.25 <br />2" SLOTTED <br />WEIR <br />INV=870.5 <br />FRONT CROSS SECTION VIEW <br />FINISHED GRADE <br />INVERT <br />(SEE PLAN) <br />SECTION <br />FASTENING CLIP <br />PROVIDE TRASH GUARDS <br />ON ALL INLETS/OUTLETS <br />(MnDOT 52016), <br />PROVIDE 3 FASTENING CLIPS <br />AND HOT DIP GALVANIZE <br />AFTER FABRICATION <br />OQOO0400 <br />O� <br />ISOMETRIC <br />PIPE LENGTHS ON PLAN <br />AND IN CALCULATIONS <br />ARE TO THIS POINT <br />TABLE OF QUANTITIES <br />RIPRAP AT RCP OUTLETS <br />CLASS 11 <br />d50= 6" <br />CLASS III <br />d5O= 9" <br />CLASS ry <br />d50= 9" <br />DIA. OF <br />LENGTH <br />12" DEPTH <br />15' DEPTH <br />24. DEPTH <br />ROUND <br />(FT.) <br />RIPRAP (CU. <br />RIPRAP (CU. <br />RIPRAP (CU. <br />PIPE <br />Y175.) <br />Y05.) <br />Y05.) <br />(N.) <br />12 <br />8 <br />2.8 <br />4.1 <br />5.5 <br />5 <br />8 <br />2.9 <br />4.4 <br />5.8 <br />18 <br />D <br />3.9 <br />5.9 <br />7.8 <br />21 <br />10 <br />4.2 <br />6.3 <br />8.4 <br />24 <br />12 <br />55 <br />8.3 <br />ILO <br />27 <br />12 <br />5.8 <br />8.7 <br />16 <br />30 <br />14 <br />73 <br />10.9 <br />145 <br />36 <br />16 <br />9.2 <br />L38 <br />18.3 <br />42 <br />18 <br />10.9 <br />6.3 <br />21.7 <br />48 <br />20 <br />12.9 <br />19.4 <br />25.8 <br />HAND PLACED RIPRAP <br />DEPTH PER TABLE <br />FILTER FABRIC (MIRAF-I 500 <br />OR EQ.) EXTEND UNDER FES 3' <br />COMPACTED SUBGRADE <br />12" FOR 27" DIA. PIPE AND SMALLER <br />18" FOR 30" DIA. PIPE AND LARGER <br />USE MANUFACTURERS <br />RECOMMENDED TIES <br />AND BOLTS <br />WELD COUPLER TO BOLT <br />4, 32" TYP. <br />TIE DETAIL <br />TIE LAST 3 PIPE JOINTS. USE 2 <br />TIE BOLT FASTENERS PER JOINT. <br />INSTALL AT 60d FROM TOP OR <br />BOTTOM OF PIPE. <br />PIPE SIZE <br />12" <br />15" <br />1821"24" <br />27"-36" <br />42" <br />48"-54" <br />60"-72" <br />78"-q 0" <br />TRASH GUARD <br />BARS <br />3/4j1 <br />3/4" <br />3/4" <br />11/4" <br />I I/4" <br />11/4" <br />SIZING <br />2 1/2" <br />3" <br />4" <br />511 <br />6'1 <br />6'1 <br />711 <br />81' <br />O <br />FLARED END SECTION AND TRASH GUARD <br />WITH RIP RAP <br />1/6 Bc <br />Bc = OUTSIDE DIAMETER <br />H = BACKFILL COVER ABOVE PIPE <br />d = DEPTH OF BEDDING MATERIAL UNDER PIPE <br />DENSELY COMPACTED <br />GRANULAR MATERIAL <br />COMPACTED <br />GRANULAR MATERIAL <br />GRANULAR FOUNDATION <br />CLASS B (PVC & HDPE PIPE) <br />CLASS B BEDDNG THE PIPE 15 BEDDED IN COMPACTED <br />GRANULAR MATERIAL PLACED UP TO A HEIGHT EQUAL TO <br />ONE-HALF- THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH <br />OF THE GRANULAR BEDDING BELOW THE PIPE IS A MINIMUM OF <br />3" FOR 27" DIAMETER AND SMALLER PIPE, 6" FOR 66" <br />DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE <br />SIZES. THE INITIAL FILL MATERIAL SHALL BE DENSELY <br />COMPACTED GRANULAR UP TO A HEIGHT OF 12" OVER THE <br />TOP OF THE PIPE. <br />Bc = OUTSIDE DIAMETER <br />H = BACKFILL COVER ABOVE PIPE <br />d = DEPTH OF BEDDING MATERIAL UNDER PIPE <br />11 1�l =1 =1 1=1 ll 1 1l i 1-11 I <br />_ <br />- _- _- --: III IIII IIII III <br />1=1 I~ _ - _ - -= I I <br />RANULAR FOUNDATION <br />CLASS C (DIP & RCP) <br />HAND TAMPED <br />NATIVE MATERIAL <br />BOLTS <br />5/5" <br />5/8" <br />5/8" <br />COMPACTED <br />GRANULAR MATERIAL <br />OR DENSELY COMPACTED <br />FILL MATERIAL <br />CLASS C BEDDING THE PIPE IS BEDDED IN COMPACTED <br />GRANULAR MATERIAL, OR DENSELY COMPACTED FILL MATERIAL <br />UP TO A HEIGHT EQUAL TO ONE -SIXTH THE OUTSIDE DIAMETER <br />OF THE PIPE. THE DEPTH OF THE BEDDING MATERIAL BELOW <br />THE PIPE IS A MINIMUM OF 3" FOR 27" AND SMALLER PIPE, 6" <br />FOR 66" DIAMETER AND LARGER PIPE, AND 4" FOR <br />INTERMEDIATE SIZES. THE REMAINING SIDEFILL AND BACKFILL <br />MATERIAL IS COMPACTED NATIVE SOILS. <br />3/4" <br />3/4" <br />3/4" <br />NO SCALE <br />0 <br />2711 <br />a <br />REFER TO SHEET C4.I <br />FOR CASTING TYPE <br />FULL BED OF MORTAR BETWEEN, <br />AND A 6" COLLAR ON THE OUTSIDE <br />OF RINGS <br />MINIMUM OF 2, MAXIMUM OF <br />4 CONCRETE ADJUSTING RINGS. WRAP <br />ALL. JOINTS BETWEEN THE RINGS, <br />CASTING, AND MANHOLE WITH A <br />WATER -TIGHT WRAP. <br />PRECAST CONCRETE MANHOLE <br />DOGHOUSES SHALL BE GROUTED ON <br />BOTH THE OUTSIDE AND INSIDE. <br />PREFORMED INVERT <br />27" STORM SEWER CATCH BASIN <br />REFER TO SHEET C4.1 <br />FOR CASTING TYPE <br />FULL BED OF MORTAR BETWEEN, AND A <br />6" COLLAR ON THE OUTSIDE OF RINGS <br />VARIES <br />NO SCALE <br />MINIMUM OF 2, MAXIMUM OF 4 CONCRETE <br />ADJUSTING RINGS. WRAP ALL JOINTS BETWEEN <br />THE RINGS, CASTING, AND MANHOLE WITH A <br />WATER -TIGHT WRAP. <br />PRECAST REINFORCED CONCRETE SLAB <br />6" FOR 48" DIA. STRUCTURE <br />8" FOR 54" - q6" DIA. <br />12" FOR 108" - 120" DIA. <br />PRECAST CONCRETE MANHOLE SECTIONS <br />G <br />MANHOLE STEPS NEENAH RIg81J OR EQUAL, <br />16" 0.C. ALUMINUM STEPS APPROVED. <br />DOGHOUSES SHALL BE GROUTED ON BOTH <br />THE OUTSIDE AND INSIDE. <br />GROUT INVERT <br />ALL JOINTS IN MANHOLE TO HAVE "0" RING <br />RUBBER GASKETS. <br />MUNICIPALITY <br />PROJECT <br />REGENCY <br />COMMONS <br />FAMSEY, NANJ <br />SHEET INDEX <br />SHEET <br />TITLE <br />C0.1 CIVIL TITLE SHEET <br />CI.1 EXISTING CONDITIONS & DEMO <br />C2.I SITE PLAN <br />C3.I GRADING, DRAINAGE,& EROSION CONTROL <br />PAVING PLAN & NOTES <br />C3.2 SWPPP NOTES <br />C4.I UTILITIES <br />C7.1 CIVIL CONSTRUCTION DETAILS <br />C7.2 CIVIL CONSTRUCTION DETAILS <br />C7.3 CIVIL CONSTRUCTION DETAILS <br />C7.4 CIVIL CONSTRUCTION DETAILS <br />C7.5 CIVIL CONSTRUCTION DETAILS <br />LI.1 TREE PRESERVATION PLAN <br />L 1.2 TREE PRESERVATION TABLE <br />L2.1 LANDSCAPE PLAN <br />L7.1 LANDSCAPE DETAILS <br />ISSUE / REVISION HISTORY <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />DATE <br />ISSUE / REVISION <br />REVIEW <br />03 JAN 2017 SITE PLAN SUBMITTAL <br />XXX <br />PROJECT MANAGER REVIEW <br />BY XX <br />DATE XX.XX.XXXX <br />CERTIFICATION <br />I hereby certify that this plan wa or under my direct <br />supervision, and that am ofess,onal Engineer under <br />the laws of the state of ik <br />V‘tt <br />Randall C. Hedlund <br />License No: 19576 <br />Signature shown is <br />this plan on file <br />available upon <br />uction of original. Wet signed copy of <br />fessional Services, LLC office and is <br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT <br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED <br />READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. <br />SITE PLAN SUBMITTAL <br />01-03-2017 <br />• <br />• • <br />• <br />A FORM <br />From Site to Finish <br />105 South Fifth Avenue <br />Suite 513 <br />Minneapolis, MN 55401 <br />Tel: 612-252-9070 <br />Fax: 612-252-9077 <br />Web: landform.net <br />FILE NAME <br />C703NSS001.DWG <br />PROJECT NO. <br />NSS16001 <br />CIVIL CONSTRUCTION <br />DETAILS <br />® LANDFORM 2017 <br />OUTLET CONTROL STRUCTURE <br />NO SCALE <br />PIPE BEDDING <br />NO SCALE <br />0 <br />STORM SEWER CATCH BASIN MANHOLE <br />NO SCALE <br />C7.3 <br />SHEET NO. 10/15 <br />Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. <br />