Prepared By: Advanced Engineering and Environmental Services, Inc. 560 Concourse Dr. Rapid City, SD 57703 Telephone: (605) 34-7800 STATE OF SOUTH DAKOTA ) PERMANENT GAUGING STRUCTURE EASEMENT, ). PERMANENT AIR SUPPLY LINE EASEMENT AND COUNTY OF MEADE ) TEMPORARY CONSTRUCTION EASEMENT Meade School District 46-, Grantor, for and in consideration of One Dollar ($.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby grants, conveys, bargains and warrants unto the City of Sturgis, Grantee, of Meade County, South Dakota, a permanent gauging structure easement, a permanent air supply line easement and temporary construction easement for a stream gauging structure and air supply line through, under, over and across the following described real property: The NE/4 SE/4 of Section, T5N, R5E, BHM, City of Sturgis, Meade County, South Dakota. The location of said easement across said land is shown on Easement Exhibit A attached hereto and by this reference made a part thereof. PERMANENT GAUGING STRUCTURE EASEMENT This easement shall include the right to enter upon the property to construct, install, operate, inspect, maintain, and repair a concrete gauging structure upon said property. This easement shall include the right to enter upon the afore described real property and otherwise do those things reasonable and necessary to effectuate its purpose. The permanent gauging structure easement shall consist of a strip of land thirty (30) feet wide and sixty (60) feet long, located on the property approximately as shown on Easement Exhibit A. The easement is intended to be used only for a gauging structure and its related appurtenances unless otherwise approved and amended in writing and accepted by both grantor and grantee identified herein. The Grantor shall not construct, permit any construction, or erect any permanent structure within the permanent easement with the exception of fencing. PERMANENT AIR SUPPLY LINE EASEMENT This easement shall include the right to enter upon the property to construct, install, operate, inspect, maintain, and repair an air supply line upon said property. This easement shall include the right to enter upon the afore described real property and otherwise do those things reasonable and necessary to effectuate its purpose. The permanent air supply line easement shall consist of a strip of land ten (0) feet wide, located on the property approximately as shown on Easement Exhibit A. The easement is intended to be used only for an air supply line unless otherwise approved and amended in writing and accepted by both grantor and grantee identified herein. The Grantor shall not construct, permit any construction, or erect any permanent structure within the permanent easement with the exception of fencing.
TEMPORARY CONSTRUCTION EASEMENT This temporary construction easement shall include the right to enter upon the property to construct, install, operate, inspect and maintain a gauging structure and an air supply line upon said property. This easement shall include the right to enter upon the afore described real property and otherwise do those things reasonable and necessary to effectuate its purpose. The temporary easement shall consist of a parcel of land two-hundred and fifty (50) feet wide and five-hundred (500) feet long surrounding the afore described permanent gauging station easement and the permanent air supply line easement as shown on Easement Exhibit A. The City of Sturgis agrees to perform all work in a workmanlike manner, and that, as nearly as reasonably possible; the surface of the ground will be restored to original conditions. This Temporary Construction Easement shall be effective for a period of 8 months from the date hereof, at the expiration of which time this temporary easement shall lapse and be of no further force or effect. GRANTORS: Meade School District 46- By: Date: Its: GRANTEE City of Sturgis By: Date: Its: Director of Public Works
STATE OF SOUTH DAKOTA ) ). COUNTY OF MEADE ) On this the day of, 06, before me, the undersigned Notary Public, personally appeared, Grantor, and that as of the Meade School District 46-, as such Grantor, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of himself as Grantor. In witness whereof I hereunto set my hand and official seal. My Commission Expires: Notary Public (SEA On this the day of, 06, before me, the undersigned Notary Public, personally appeared Rick Bush Director of Public Works, Grantee, representing the City of Sturgis, and that he, as such Grantee, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of himself as Grantee. In witness whereof I hereunto set my hand and official seal. My Commission Expires: Notary Public (SEA
APPR Layout: 3 OVERALL PROJECT LAYOUT File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\0558-BORE HOLE LOCATIONS.dwg DESCRIPTION OVERALL PROJECT LAYOUT E (GRAV AVE (GR EX MH RIM ELEV. = 339.37 TOP OF " PVC PIPE = 33.0 E (GRAV SYM VE (GRA LOT SCL- SECTIONS AND, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA 46.60 ACRES GRAVEL CELL 3 NOR T H GABION BASKET VE (GRA FORCE MAIN (SEE C8 - C39) 50 LOTS & 5 LE 7 ACRES SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA LOPEZ,DEVORAH A(D) PO BOX 999, STURGIS. SD 57785 VE (GRA BY-PA BY-PA BY-PA EX MH RIM ELEV. = 330.40 RIM SHOT BEFORE LINEG-3 DUG UP AND EXPOSED RIPRAP GRAVEL 5" PVC EL BEND- BEND- CELL CELL 5" EX MH RIM ELEV. = 34.7 TOP OFS87 5" PIPE = 37.7 44' PIP 5"E 7.3' G- G- CREEK BY-PA PVC G-3 GRAV LOT SCL- SECTIONS AND, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA 46.60 ACRES 5" TOP OF PIPE = 30.46 RIPRAP AVE (GR AVE (GR PROPOSED LIFT STATION " CI CAST IRON COUPLER TOP OF PIPE = 3.5 BY-PA BY-PA CELL 3 BY-PA EX MH RIM ELEV. =.85 EX MH 5" INV=358.85 RIM ELEV. = 366.87 (APPROX, INV FULL OF DIRT) 5" INV=359.9 500 50 Scale in Feet 0 EK CRE SEPTIC TANK RIM ELEV. = 38.9 G-3 G-5 G-5 ALUMINUM CAP 5' EAST OF FENCE LATH & FLAGGED LAIN SWAM SCHOOL SEWER MAIN (SEE C - C7) G-7 EASEMENT CONSTRUCTION G-5 LOT A, SECOND REVISION, OF GLENCOE A SUBDIVISION LOCATED IN LOTS 6 & 7 OF SECTION,T5N,R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION,T5N, R5E, BHM MEADE COUNTY, SOUTH DAKOTA JANET LIPPOLD, JE ANN COLLIER AND GREGOR R. CRUICKSHANK P.O. BOX 9, GEORGETOWN,TX 7867-09 EASEMENT G-4 AND ACCE LOT B (SECOND REVISION) OF GLENCOE LOCATED IN GOVERNMENT LOTS 6 & 7 OF SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA DEVORAH A. LOPEZ 5344 SONNET PLACE, HACIENDA HEIGHTS, CA 9745 KICK START SEWER MAIN (SEE C8 - C0) 40' PERMANENT 0' TEMPORARY G-5 G-6 G-6 SEWER MAIN ALUMINUM CAP IN FENCE LINE G-8 G-8 SWAMP G-6 G- 0' PERMANENT SEWER ALUMINUM CAP 5' EAST OF FENCE LATH & FLAGGED G- MAIN AND ACCE EASEMENT G- 30' TEMPORARY CONSTRUCTION EASEMENT G-3 G-3 LOT A, SECOND REVISION, OF GLENCOE A SUBDIVISION LOCATED IN LOTS 6 & 7 OF SECTION,T5N,R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION,T5N, R5E, BHM MEADE COUNTY, SOUTH DAKOTA JANET LIPPOLD, JE ANN COLLIER AND GREGOR R. CRUICKSHANK P.O. BOX 9, GEORGETOWN,TX 7867-09 EX MH G-4 G-4 3X0K GAL TANKS 500GAL TANK AND GRINDER PUMP RIM ELEV. = 33.74 RIM ELEV. = 30.88 8" INV=34.6 G-9 G-9 TYPE LOT D OF GLENCOE, A SUBDIVISION LOCATED IN GOVERNMENT LOTS 6 & 7 OF SECTION,T5N, R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA MAKO ENTERPRISES, INC. P.O.BOX 309, 57785 LOT C OF GLENCOE, A SUBDIVISION LOCATED IN GOVERNMENT LOTS 6 & 7 OF SECTION,T5N, R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA XXX G-0 DH Plotted: By: Rick Fox Date: Wednesday, November 09, 06 Last Saved: By: Rick Fox Date: Tuesday, November 08, 06 :38:59 PM H HIG S I RG STU HOOL SC G- G-0 G-0 G-7 G-7 G-3 G-3 G- G- P G-8 G-8 405.59' SWA MP SWA MP N03 0' 5"E O PR AP LOTS 6,7, ESW, SE LE PARC LE RW SECTION 6, T5N, R6E, BHM, MEADE COUNTY, SOUTH DAKOTA LAMPHERE,RO D ETUX(D) PO BOX 445, STURGIS, SD 57785 PORTION OF TRACT 37 AS SHOWN IN PB 3 PG 65, NORTH OF SD HWY 34, EXCEPTING THAT PORTION INCLUDED IN LOT SCL- AS SHOWN IN PB 0 PG 6 STURGIS US DEPT OF THE INTERIOR(D) A XIM OOD P G-9 AR FL TE 00 YE EX MH G-9 RIM ELEV. = 353.90 0" PVC INV IN (S)=350.5 0" PVC INV OUT (N)=349.34 OVERALL PROJECT LAYOUT EX MH RIM ELEV. = 350.75 0" UNK INV IN (S)=344.8 0" UNK INV OUT (N)=344.30 G-4 HWY 34 TO LIFT STATION SEWER MAIN (SEE C0 - C5) 00 YEAR FLO OD PLAIN APPROXIMA TE WEIR STRUCTURE GAUGING STATION G-3 DH NOV 06 G- G- HWY 34 0558-06-003 3 of 00 Advanced Engineering and Environmental Services, Inc. l 560 Concourse Dr Rapid City, SD 57703 l (t) 605-34-7800 (f) 605-34-7864 l www.aes.com G3
Layout: G COVER File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\0558-COVER.dwg PLANS FOR THE PROPOSED FOR THE IN MEADE COUNTY, SOUTH DAKOTA STURGIS STATE OF SOUTH DAKOTA CONTACT INFO MEADE COUNTY CELL 3 CELL S RGI STU H G I H OOL SCH LAZ ELL E ST. CELL PROJECT LOCATION City of Sturgis Project Contact - Rick Bush, Director of Public Works Phone: -605-347-396 Emergency Phone: 9 HWY 34 S RGI U T S E VA EAD ENGINEERING TEAM CEMETERY DR. FT M CIVIL ENGINEER Advanced Engineering and Environmental Services, Inc. PROCE ENGINEER Advanced Engineering and Environmental Services, Inc. ELECTRICAL ENGINEER Advanced Engineering and Environmental Services, Inc. MECHANICAL ENGINNER Wentz and Associates Engineers STRUCTURAL ENGINEER Advanced Engineering and Environmental Services, Inc. Plotted: By: Erik Joens Date: Friday, November, 06 Last Saved: By: Erik Joens Date: Friday, November, 06 :3:45 PM CERTIFICATION CIVIL ENGINEER Advanced Engineering and Environmental Services, Inc. PROJECT S Advanced Engineering and Environmental Services, Inc. AES Project No. 0558-06-003 560 Concourse Drive Rapid City, SD 57703 (t) 605-34-7800 (f) 605-34-7864 www.aes.com NOVEMBER, 06
APPR Layout: 3 OVERALL PROJECT LAYOUT File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\0558-BORE HOLE LOCATIONS.dwg DESCRIPTION OVERALL PROJECT LAYOUT E (GRAV AVE (GR EX MH RIM ELEV. = 339.37 TOP OF " PVC PIPE = 33.0 E (GRAV SYM VE (GRA LOT SCL- SECTIONS AND, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA 46.60 ACRES GRAVEL CELL 3 NOR T H GABION BASKET VE (GRA FORCE MAIN (SEE C8 - C39) 50 LOTS & 5 LE 7 ACRES SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA LOPEZ,DEVORAH A(D) PO BOX 999, STURGIS. SD 57785 VE (GRA BY-PA BY-PA BY-PA EX MH RIM ELEV. = 330.40 RIM SHOT BEFORE LINEG-3 DUG UP AND EXPOSED RIPRAP GRAVEL 5" PVC EL BEND- BEND- CELL CELL 5" EX MH RIM ELEV. = 34.7 TOP OFS87 5" PIPE = 37.7 44' PIP 5"E 7.3' G- G- CREEK BY-PA PVC G-3 GRAV LOT SCL- SECTIONS AND, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA 46.60 ACRES 5" TOP OF PIPE = 30.46 RIPRAP AVE (GR AVE (GR PROPOSED LIFT STATION " CI CAST IRON COUPLER TOP OF PIPE = 3.5 BY-PA BY-PA CELL 3 BY-PA EX MH RIM ELEV. =.85 EX MH 5" INV=358.85 RIM ELEV. = 366.87 (APPROX, INV FULL OF DIRT) 5" INV=359.9 500 50 Scale in Feet 0 EK CRE SEPTIC TANK RIM ELEV. = 38.9 G-3 G-5 G-5 ALUMINUM CAP 5' EAST OF FENCE LATH & FLAGGED LAIN SWAM SCHOOL SEWER MAIN (SEE C - C7) G-7 EASEMENT CONSTRUCTION G-5 LOT A, SECOND REVISION, OF GLENCOE A SUBDIVISION LOCATED IN LOTS 6 & 7 OF SECTION,T5N,R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION,T5N, R5E, BHM MEADE COUNTY, SOUTH DAKOTA JANET LIPPOLD, JE ANN COLLIER AND GREGOR R. CRUICKSHANK P.O. BOX 9, GEORGETOWN,TX 7867-09 EASEMENT G-4 AND ACCE LOT B (SECOND REVISION) OF GLENCOE LOCATED IN GOVERNMENT LOTS 6 & 7 OF SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA DEVORAH A. LOPEZ 5344 SONNET PLACE, HACIENDA HEIGHTS, CA 9745 KICK START SEWER MAIN (SEE C8 - C0) 40' PERMANENT 0' TEMPORARY G-5 G-6 G-6 SEWER MAIN ALUMINUM CAP IN FENCE LINE G-8 G-8 SWAMP G-6 G- 0' PERMANENT SEWER ALUMINUM CAP 5' EAST OF FENCE LATH & FLAGGED G- MAIN AND ACCE EASEMENT G- 30' TEMPORARY CONSTRUCTION EASEMENT G-3 G-3 LOT A, SECOND REVISION, OF GLENCOE A SUBDIVISION LOCATED IN LOTS 6 & 7 OF SECTION,T5N,R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION,T5N, R5E, BHM MEADE COUNTY, SOUTH DAKOTA JANET LIPPOLD, JE ANN COLLIER AND GREGOR R. CRUICKSHANK P.O. BOX 9, GEORGETOWN,TX 7867-09 EX MH G-4 G-4 3X0K GAL TANKS 500GAL TANK AND GRINDER PUMP RIM ELEV. = 33.74 RIM ELEV. = 30.88 8" INV=34.6 G-9 G-9 TYPE LOT D OF GLENCOE, A SUBDIVISION LOCATED IN GOVERNMENT LOTS 6 & 7 OF SECTION,T5N, R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA MAKO ENTERPRISES, INC. P.O.BOX 309, 57785 LOT C OF GLENCOE, A SUBDIVISION LOCATED IN GOVERNMENT LOTS 6 & 7 OF SECTION,T5N, R5E, BHM, AND TRACT A OF GOVERNMENT LOT OF SECTION, T5N, R5E, BHM, MEADE COUNTY, SOUTH DAKOTA XXX G-0 DH Plotted: By: Rick Fox Date: Wednesday, November 09, 06 Last Saved: By: Rick Fox Date: Tuesday, November 08, 06 :38:59 PM H HIG S I RG STU HOOL SC G- G-0 G-0 G-7 G-7 G-3 G-3 G- G- P G-8 G-8 405.59' SWA MP SWA MP N03 0' 5"E O PR AP LOTS 6,7, ESW, SE LE PARC LE RW SECTION 6, T5N, R6E, BHM, MEADE COUNTY, SOUTH DAKOTA LAMPHERE,RO D ETUX(D) PO BOX 445, STURGIS, SD 57785 PORTION OF TRACT 37 AS SHOWN IN PB 3 PG 65, NORTH OF SD HWY 34, EXCEPTING THAT PORTION INCLUDED IN LOT SCL- AS SHOWN IN PB 0 PG 6 STURGIS US DEPT OF THE INTERIOR(D) A XIM OOD P G-9 AR FL TE 00 YE EX MH G-9 RIM ELEV. = 353.90 0" PVC INV IN (S)=350.5 0" PVC INV OUT (N)=349.34 OVERALL PROJECT LAYOUT EX MH RIM ELEV. = 350.75 0" UNK INV IN (S)=344.8 0" UNK INV OUT (N)=344.30 G-4 HWY 34 TO LIFT STATION SEWER MAIN (SEE C0 - C5) 00 YEAR FLO OD PLAIN APPROXIMA TE WEIR STRUCTURE GAUGING STATION G-3 DH NOV 06 G- G- HWY 34 0558-06-003 3 of 00 Advanced Engineering and Environmental Services, Inc. l 560 Concourse Dr Rapid City, SD 57703 l (t) 605-34-7800 (f) 605-34-7864 l www.aes.com G3
Plotted: By: Rick Fox Date: Thursday, November 0, 06 Layout: 50 BEAR BUTTE CREEK PLAN Last Saved: By: Rick Fox Date: Wednesday, November 09, 06 4:8:0 PM File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\CU-BEAR BUTTE CREEK PLAN.dwg C5 0+00 3+00 +00 364 STREAM PROFILE 3+00 +00 +00 3+00 356.45 WE B 356.38 WE B 357 358 359 36 36 356 356 +00.84 WE B 356.06 WE B Advanced Engineering and Environmental Services, Inc. 560 Concourse Dr Rapid City, SD 57703 (t) 605-34-7800 (f) 605-34-7864 www.aes.com BEAR BUTTE CREEK 366 366 364 363 C5 CREEK CRO SECTION AT EXISTING DROP STRUCTURE C5 4+00 +00 359 357 358 CREEK CRO SECTION AT 50' DOWN STREAM SANITARY SEWER FROM FT. MEADE 36 36 363 364 5+00 +00 366 367 0+00 368 368 367 0+00 PRETREATMENT BUILDING BLOWER BUILDING STORAGE BUILDING INSTALL BUBBLER GAUGE EQUIPMENT IN STORAGE BUILDING. SEE ELECTRICAL S FOR DETAILS. BURY " POLY BUBBLER CONDUIT MINIMUM 36" DEEP TO STORAGE BUILDING ±30 FT. LAY CONDUIT AT INCREASING GRADE TO AVOID SAGS. CONSTRUCT WEIR STRUCTURE AND BUBBLER STREAM GAUGE, SEE C46 40 NOR T H 0 40 80 Scale in Feet TYPE XXX DH DH NOV 06 0558-06-003 50 of 00 C50 BEAR BUTTE CREEK PLAN SYM DESCRIPTION APPR
Plotted: By: Rick Fox Date: Thursday, November 0, 06 Layout: 5 BEAR BUTTE CREEK PROFILE Last Saved: By: Rick Fox Date: Wednesday, November 09, 06 4:8:0 PM File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\CU-BEAR BUTTE CREEK PLAN.dwg EXISTING CREEK BOTTOM 350 345 EG ELEV STATION.49.96.68.58.09.0.6.6.0 357.73 357.7 356.77 0+00 +00 +00 EXISTING CREEK BOTTOM 350 350 345 EG ELEV STATION.89.6.07.4.3.48.48.45.43.40.39 4+00 5+00 345 C5 STREAM PROFILE Advanced Engineering and Environmental Services, Inc. 560 Concourse Dr Rapid City, SD 57703 (t) 605-34-7800 (f) 605-34-7864 www.aes.com 350 345 0 0 0 40 Scale in Feet TYPE XXX DH DH NOV 06 0558-06-003 5 of 00 C5 BEAR BUTTE CREEK PROFILE SYM DESCRIPTION APPR
Plotted: By: Rick Fox Date: Thursday, November 0, 06 Layout: 5 BEAR BUTTE CREEK SECTIONS Last Saved: By: Rick Fox Date: Wednesday, November 09, 06 4:8:0 PM File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\CU-BEAR BUTTE CREEK PLAN.dwg 380 375 EG ELEV STATION 375 350 FG ELEV STATION 380 375 EXISTING GRADE 367.65 367.57 367.49 367.60 366.45 364.0.69 36.3.54 36.0 363.76 366.6 369.87 367. 366.93 0+00 +00 +00 3+00 C5 EXISTING DROP STRUCTURE 375 EXISTING GRADE WEIR EL. 356.70 TOP CONCRETE EL. 358.70.44 367.4 366.80 366.3 364.4 36.3 359.4.3.0 36.0 363.94 366.6.0 0+00 +00 +00 3+00 350 C5 50' DOWN STREAM Advanced Engineering and Environmental Services, Inc. 560 Concourse Dr Rapid City, SD 57703 (t) 605-34-7800 (f) 605-34-7864 www.aes.com 0 0 0 40 Scale in Feet TYPE XXX DH DH NOV 06 0558-06-003 5 of 00 C5 BEAR BUTTE CREEK SECTIONS SYM DESCRIPTION APPR
Plotted: By: Rick Fox Date: Thursday, November 0, 06 Layout: 53 WEIR STRUCTURE PLAN Last Saved: By: Rick Fox Date: Wednesday, November 09, 06 5:9:44 PM File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\CU-DETAILS.dwg ' '-6" '-6" 8' 5' CLA B RIPRAP, D 50 =.3FT. SOUTH BANK 5' 50' (FIELD VERIFY LOCATION) EXISTING CONCRETE DROP BUBBLER LINE, SEE DETAIL /C53 30' CLA B RIPRAP, D 50 =.3FT. ' NORTH BANK TOP OF WATER CREEK BOTTOM ORIFICE CAP EL..0± 0' CONCRETE ENCASEMENT 0' - " GALVANIZED PIPE ORIFICE CONDUIT PLAN C53 WEIR STRUCTURE SCALE: /8" = '-0" C53 BUBBLER CONDUIT SCALE: /4" = '-0" Advanced Engineering and Environmental Services, Inc. 560 Concourse Dr Rapid City, SD 57703 (t) 605-34-7800 (f) 605-34-7864 www.aes.com 0' 8' CREEK FLOW BEAR BUTTE NORTH BANK " HDPE CONDUIT TO STORAGE BUILDING 350'± TRANSITION COUPLING TYPE ### DH DH NOV 06 0558-06-003 53 of 00 C53 WEIR STRUCTURE PLAN SYM DESCRIPTION APPR
Plotted: By: Michael Schille Date: Friday, November, 06 Layout: 54 WEIR STRUCTURE SECTIONS Last Saved: By: Michael Schille Date: Thursday, November 0, 06 9:4:4 AM File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\CU-DETAILS.dwg 4'-6" ' SOUTH BANK EXISTING CONCRETE DROP NORTH BANK 9' 0' 0' '.6'± EL..8 '-0" '-6" 50' (FIELD VERIFY LOCATION) EL..0± T.O.F. EL. 353.0± ' WEIR EL. 356.7 ' ' ' WEIR PLATE C55 FOOTING '-6" 4'-6" 4' 6' SECTION SCALE: /4" = '-0" ' 6" SECTION SCALE: /4" = '-0" '-6" LOW LEVEL STAFF GAUGE MOUNTED TO UPSTREAM FACE OF STRUCTURE AT WEIR PLATE MINIMUM " HEGHT FOOTING ' EXISTING CREEK BOTTOM REFER TO SECTION 3, THIS TYPE B DRAINAGE FABRIC ' CLA B RIPRAP, D 50 =.3FT. HIGH LEVEL STAFF GAUGE MOUNTED TO FACE OF STRUCTURE MINIMUM 6' HEIGHT Advanced Engineering and Environmental Services, Inc. 560 Concourse Dr Rapid City, SD 57703 (t) 605-34-7800 (f) 605-34-7864 www.aes.com ' #4 @ " O.C. E.W. EACH FACE 3 DOWELS SECTION SCALE: /" = '-0" DAVID M. HOLLAND 45 --6 #4 @ " O.C. E.W. EACH FACE TYPE ### DH DH NOV 06 0558-06-003 54 of 00 SYM DESCRIPTION APPR WEIR STRUCTURE SECTIONS
Plotted: By: Rick Fox Date: Thursday, November 0, 06 Layout: 55 WEIR STRUCTURE DETAIL Last Saved: By: Rick Fox Date: Wednesday, November 09, 06 5:9:44 PM File: W:\Sturgis\0558-06-003 E Annex Sewer\CAD Dwgs\0-Civil\Plan Sheets\CU-DETAILS.dwg C55 MOUNT LOW LEVEL STAFF GAUGE TO WEIR PLATE '-0" TRAPEZOIDAL WEIR DETAIL 4" THICK ALUMINUM WEIR PLATE " STAINLE STEEL ADHESIVE ANCHOR WITH 4 " MIN. EMBEDMENT " MAX. SPACING (TYP.) C55 4'-6" 3" 4'-0" 3" 3" 6" 8" THICK VITON GASKET (TYP.) 8'W x 'H WITH 6'W x '-6"H NOTCH CUT OUT 3" CONCRETE WEIR WALL NOTCH, 6'W x '-6'H C55 3 C55 PLAN VIEW SCALE: 3 8" = '-0" 8'-0" '-0" " STAINLE STEEL ADHESIVE ANCHOR WITH 4 " MIN. EMBEDMENT " MAX. SPACING (TYP.) ELEVATION VIEW SCALE: 3/8" = '-0" " STAINLE STEEL ADHESIVE ANCHOR WITH 4 " MIN. EMBEDMENT " MAX. SPACING (TYP.) SECTION SCALE: NONE Advanced Engineering and Environmental Services, Inc. 560 Concourse Dr Rapid City, SD 57703 (t) 605-34-7800 (f) 605-34-7864 www.aes.com WEIR WALL 3" WEIR WALL 3" 3" 55 TYPE ### DH DH NOV 06 0558-06-003 55 of 00 SYM DESCRIPTION APPR WEIR STRUCTURE DETAIL C55