CELL: (715) 803-8009 MABOSI@WISCONSINPUBLICSERVICE.COM CELL: (715) 573-7806 CHVIRCKS@WISCONSINPUBLICSERVICE.COM CALVIN.KLADE@FTR.COM DGAU@KRONENWETTER.COM SCOTT OLSEN (715) 302-1348 S REVISED TO CONFORM TO CONSTRUCTION RECORDS PROVIDED BY CONTRACTOR BY DATE 11/13 CRS NO. 1 11/12 S G1.dgn 1/16/2014 3:52:17 PM apaun
CHECKED BY: TOP ELEV. = 1194.64 1191.58 WEIR ELEV. = 1191.50 1190.10 WEIR ELEV. = 1190.00 PROP. 18" RCP STORM SEWER I.E. = 1186.50 1186.57 ACCESS DOOR 3'-3" FLOW 10" 8 INCHES MINIMUM STONE BEDDING CHAIN LOCK BRACKET GATES (TYP.) SECTION B-B MOUNTED TO UNDERSIDE OF CONCRETE LID PRECAST REINFORCED CONCRETE FLAT TOP 8'X8' PRECAST REINFORCED CONCRETE MANHOLE 1189.11 I.E.=1189.00 1188.11 I.E.=1188.00 1187.13 I.E.=1187.00 1186.07 F.E.E.=1186.00 SELF-LOCKING KEYHOLE CUTOUT ANGLE IRON PROP. 18" HDPE STORM SEWER I.E. = 1186.75. A CENTER IN OPENING 3 4"x4"x 8" GALVANIZED KEYHOLE CUT-OUT WITH SELF-LOCKING SLOT COTTER PIN BOLT FOR SAFETY 2'-0" FLOW 1'-0" 2'-0" 8'-0" PROP. 18" RCP STORM SEWER FROM POND, I.E. = 1186.50. CENTER IN OPENING FLOW 8" 4'-0" LAYOUT PLAN NOTES: 1. 2. B B MOUNT CHAIN LOCKING BRACKET TO BOTTOM OF CONCRETE LID WITH 4" MOUNTING SCREWS. BRACKET TO BE HOT DIPPED GALVANIZED. A 8'-0" ACCESS DOOR HALLIDAY PRODUCTS #H2W6060 ACCESS DOOR (OR APPROVED EQUAL) SPECIFICATIONS: AUTO-LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY STAINLESS STEEL COMPRESSION SPRING ASSIST DOUBLE LEAF CONSTRUCTION H20 LOAD RATING (SEE NOTES) EXTRUDED ALUMINUM CHANNEL FRAME RECESSED LIFTING HANDLE LIFETIME GUARANTEE SLAM LOCK LIFTING HANDLE C OPENING QTY. 1 C DIM. + 7 1/2" (190 M M) MODEL NO. NOTES: OVERALL STANDARD SIZES A DIM. INCHES (MM) SUPPORT ANGLES. C DIM. INCHES (MM) HIGH DENSITY TRAFFIC. UNIT WT. LBS. (KG.) 373 H2W6060 (1524) 60 (1524) 60 (169) 1) SUITABLE FOR USE IN OFF STREET LOCATION WHERE NOT SUBJECTED TO 2) PROVIDE A FULL BED OF CLASS "A" CONCRETE UNDER FRAME AND 3. KEY HOLE TO BE MOUNTED DIRECTLY ABOUT GATE. A OPENING CHAIN LOCK BRACKET A DIM. + 13 1/2" (342 MM) TOP ELEV. = 1194.64 ZINC FINISH CHAIN SIZE 4/0 PRECAST REINFORCED CONCRETE FLAT TOP GATE WIDTH 15" 12" OVERALL CENTER SUPPORT BEAM S.STL. & ALUM. POSITIVE LOCKING HOLD OPEN ARM WITH S.STL. SPRING ASSIST WEIR ELEV. = 1191.50 WEIR ELEV. = 1190.00 6" 6" 6" 1'-9" 12"x12" OPENING (TYP.) 1' 8'X8' PRECAST REINFORCED CONCRETE VAULT PRECAST REINFORCED CONCRETE WEIR WALL I.E.=1189.00 3.5" STANDARD "R" HANDLE 1 4' NEOPRENE SEAL POLYMER GUIDE HALLIDAY PRODUCTS #N1A STOP GATE (OR APPROVED EQUAL) SPECIFICATIONS: 3" (76 MM) A OPENING 6 1/2" (165 MM) 3 1/2" (89 MM) 1/4" (7 MM)THICK DIAMOND PATTERN ALUMINUM COVER PLATE T-316 STAINLESS STEEL HINGES WITH TAMPER PROOF FASTENERS PROP. 18" HDPE STORM SEWER I.E. = 1186.75 10" 1'-3" GATE 8 INCHES MINIMUM STONE BEDDING SECTION A-A I.E.=1188.00 I.E.=1187.00 F.E.E.=1186.00 NOTE: MOUNT GATES 3" BELOW INVERT ELEV. ONE-PIECE 6061-T6 EXTRUDED ALUMINUM FRAME ONE-PIECE, WRAP AROUND POLYMER GUIDE CHANNEL GATE 1/4" (7 MM) THICK 6061-T6 ALUMINUM GATE REINFORCED DEPTH HEIGHT TO DEFLECT NO MORE THAN 1/360th OF SPAN (VARIES) LOW COEFFICENT OF FRICTION (VARIES) NON-OZONE DEPLETING BITUMINOUS COATING ON FRAME DEEP SEATING FOR OPTIMUM TRACKING STANDARD "R"HANDLE OR OPTIONAL "P"HANDLE 15" MOUNTING HOLES AND S.STL. MOUNTING HARDWARE 3 YEAR GUARANTEE GATE DETAILS 1 1/2" (38 MM) ALUMINUM COUPLING SECTION PRIMER REQUIRED T-316 STAINLESS STEEL SADDLE BOLTED TO FRAME (COVER SHOWN IN OPEN POSITION) PRECAST REINFORCED OUTLET CONTROL STRUCTURE SCALE: NONE ACCESS DOOR DETAILS SCALE: NONE PROJECT NO.: 08999006 PROJECT DATE: $DATE$ ND SCALE: DRAWN BY: AS SHOWN NO. DATE REVISION BY AP 146 North Central Ave. Marshfield, WI 54449 715-384-2133 1-877-204-0572 Fax: 715-384-9787 OUTLET CONTROL STRUCTURE DETAILS PHASE II DRAINAGE IMPROVEMENTS VILLAGE OF KRONENWETTER FILE NO. 8999006 SHEET PLOT DATE: Structure Details.dgn 1/16/2014 3:52:18 PM apaun Web Address: www.msa-ps.com MSA Professional Services, Inc. MARATHON COUNTY, WI G 9
1 11/13 S I.E. = 1178.58 4'x4' INSULATION 104.69 SY STORM SEWER INSTALLED OVER LATERALS INSTALLED 4'x4' INSULATION TOP OF SANITARY LATERAL = 1179.85 TOP OF WATER LATERAL = 1182.00 116.48 SY I.E. = 1181.93 I.E. = 1181.93 I.E. = 1181.95 I.E. = 1178.72 BOTTOM OF STORM SEWER = 1181.94 I.E. = 1178.72 TOP OF WATER = 1181.43 PP1.dgn 1/16/2014 3:52:24 PM apaun
1 11/13 S EXISTING BASIN ELEVATION = 1193.29 SET RIM ELEVATION TO 1192.24 EAST CULVERT INV. = 1193.62 DITCHING EXISTING GRAVEL DRIVE WEST CULVERT INV. = 1193.51 73.7 SY 7.6 SY SHOULDER 156.44 SY 54.91 SY 7 SY SHOULDER 1.2 SY SHOULDER RESET SEWER LATERAL TOP OF RISER 1183.82 4' OF 4'' PIPE 26 LF I.E. = 1192.82 I.E. = 1190.64 I.E. = 1190.27 I.E. = 1191.53 I.E. = 1191.35 46.73 SY I.E. = 1192.91 I.E. = 1192.64 SPLIT FLOW INLET I.E. = 1192.97 EXISTING RIM = 1193.34 EXISTING INVERT = 1184.14 SET RIM INVERT = 1192.66 I.E. = 1182.89 (18" E) I.E. = 1182.83 (18" W) I.E. = 1183.93 (18'' W) I.E. = 1184.15 I.E. = 1184.11 TOP OF WATER = 1185.93 TOP OF WATER MAIN = 1186.14 TOP OF STORM SEWER PIPE = 1185.52 CLEARANCE = 0.07' BOTTOM OF WATER MAIN = 1185.59 TOP OF SEWER LATERAL = 1182.20 BOTTOM OF STORM SEWER PIPE = 1183.06 PP2.dgn 1/16/2014 3:52:30 PM apaun
1 11/13 S DITCHING AND EMAT APPLIED NORTH TO DRIVEWAY EXISTING INVERT = 1193.66 JPS CAPPED AND ABANDONED IN PLACE 12" HDPE DEWATERING PIPE @ 0.40% 26.95 SY SHOULDER FLUME ADDED PIPE DEFLECTED TO AVOID POWER POLE NEW LOCATION IS 8' NORTH OF POWER POLE 10.5' NON-PERFERATED 18" STORM SEWER EXISTING 18" CULVERT EXTENDED 16' AND ENDWALL ADDED SET INVERT ELEVATION AT 1193.38 10"SS ENDWALL 10" FLUME ADDED 17.5' RIP RAP 131.67 SY PERFORATED 18" STORM SEWER STARTING AT STA. 274+79.50 46.12 SY DITCHING AND EMAT APPLIED SOUTH TO DRIVEWAY 13.20' I.E. = 1192.21 I.E. = 1192.05 STA. 271+33 I.E. = 1184.40 10" I.E. = 1184.94 (10" N,S) STA. 274+67 I.E. = 1185.26 (18'' W) I.E. = 1185.27 (18'' E) TOP OF WATER MAIN = 1187.81 BOTTOM OF WATER MAIN = 1186.81 2 X 10" 334.5 LF PP3.dgn 1/16/2014 3:52:35 PM apaun
1 11/13 S 6" HDPE WATER MAIN NOT INSTALLED STA. 277+75-277+35 PERFORATED TRANSITION FROM PERFORATED 18'' TO NON PERFORATED 276+75-277+15 277+35-277+50 NON PERFORATED STA. 278+76 I.E. 1194.63 I.E. 1194.73 277+50-277+69 NON PERFORATED 277+69-278+69 PERFORATED 279+40 TOP OF 1" WATER LATERAL = 1188.68 TOP OF 4" HDPE SEWER = 1188.68 144.99 SY VILLAGE STA. 280+70 TOP OF WATER MAIN = 1187.75 0.16' CLEARANCE BOTTOM OF WATER MAIN TO BOTTOM OF STORM SEWER TOP OF 4" SEWER LATERAL = 1188.68 TOP OF STORM SEWER = 1187.34 CLEARANCE = 1.0' PP4.dgn 1/16/2014 3:52:41 PM apaun
1 11/13 S 154.45 SY I.E. = 1192.80 I.E. = 1192.56 STA. 283+90 STA. 287+14 1192.48 I.E. = 1186.52 (W) TOP OF WATER MAIN = 1186.10 PP5.dgn 1/16/2014 3:52:46 PM apaun
REMOVE EXISTING 12" HDPE INSTALL 12" HDPE & ENDWALLS BRYCE LANE RELOCATED TO CENTER ON WTER AND SEWER & ENDWALLS I.E. = 1191.94 50 SY I.E. = 1186.77 I.E. = 1186.57 I.E. = 1188.09 1192.48 FABRICATED GRATE I.E. = 1188.49 1 11/13 S PP6.dgn 1/16/2014 3:52:53 PM apaun
1 11/13 S 1185.03 I.E. = 1186.77 I.E = 1186.57 I.E. = 1188.09 I.E. = 1185.03 PP7.dgn 1/16/2014 3:52:57 PM apaun
1 11/13 S STA. 212+02 WYE 211+77 STA. 212+04 I.E. = 1185.42 I.E. = 1185.42 I.E. = 1186.11 PP8.dgn 1/16/2014 3:53:02 PM apaun
54.91 SY ASPHALT DRIVEWAY REMOVE EXISTING 18'' RCP INSTALL 30 LF - 18'' HDPE CULVERT PIPE I.E. = 1193.08 (S) I.E. = 1193.20 (N) DITCHING AND EMAT DITCHING AND EMAT 94.04 SY 13.20' 17.04 SY SHOULDER 17.5' 33" PROFILE VIEW 20" 1184.57 16 SF INSULATION OVER WATER LATERAL 7.0' 1184.71 TOP VIEW DITCH INVERT = 1190.66 DITCH CROSS SECTION BURY 3.11' WATER LATERAL = 1187.55 2" INSULATION 2" INSULATION 12" UNDER DRAIN I.E. = 1185.18 (12'' N,E) I.E. = 1185.23 (12'' SW) TOP OF WATER LATERAL = 1186.06 PP9.dgn 1/16/2014 3:53:07 PM apaun
1 11/13 S 76.77 SY I.E. = 1191.16 I.E. = 1190.80 101.69 SY PROFILE VIEW 1185.85 1186.91 1185.74 1.80% 1185.47 I.E. = 1185.78 I.E. = 1185.54 I.E. = 1186.10 0.90% PP10.dgn 1/16/2014 3:53:13 PM apaun
15.66 SY 47 I.E. = 1189.85 (12'' W) I.E. = 1189.21 (12'' NW) I.E. = 1189.26 (12'' E) 36.5 LF 0.77% 68 LF I.E. = 1192.47 I.E. = 1188.82 1 11/13 S PP11.dgn 1/16/2014 3:53:18 PM apaun