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LEGEND TOPOGRAPHIC SYMBOLS ABBREVIATIONS <br /> UTILITY LINES <br /> A ALGEBRAIC DIFFERENCE <br /> EXISTING PROPOSED FUTURE DESCRIPTION B CATCH BASIN B-B BACK TO BACK <br /> • @ SANITARY MANHOLE ® CATCH BASIN BEEHIVE BV BUTTERFLY VALVE <br /> FLARED END SECTION BOC BACK OF CURB <br /> ->- > > SANITARY SEWER (SANITARY & WATERMAIN PLANS) x GATE VALVE BFE BASE FLOOD ELEVATION <br /> ----->-- -->— > > > > SANITARY SEWER (STORM SEWER PLANS) �� HYDRANT BMP BEST MANAGEMENT PRACTICE <br /> FM FM -FM—FM- FM FM FORCE MAIN WELL CENTER LINE <br /> WATER SERVICE <br /> aC WATER WELL <br /> o .®a CB CATCHBASIN <br /> HYDRANT <br /> MONITORING WELL CBMH CATCHBASIN MANHOLE <br /> Da N a GATE VALVE o CLEANOUT CMP CORRUGATED METAL PIPE <br /> D ► D REDUCER 0 HAND HOLE CO CLEAN OUT <br /> CURB STOP O MANHOLE OTHER THAN SANITARY OR STORM CS CURB STOP <br /> I---- I I WATERMAIN (SANITARY & WATERMAIN PLANS) O SANITARY OR STORM MANHOLE DIP DUCTILE IRON PIPE <br /> ----I---- I I WATERMAIN (STORM SEWER PLANS) SVLAWN SPRINKLER VALVE <br /> DT DRAINTILE <br /> ® CATCH BASIN a" LAWN SPRINKLER HEAD EL/ELEV ELEVATION <br /> ® ® BEEHIVE <br /> UTILITY POLE EX EXISTING <br /> O • a STORM MANHOLE ❑T TRANSFORMER BOX FES FLARED END SECTION <br /> Fo FIBER OPTIC BOX F-F FACE TO FACE <br /> D ® D FLARED END SECTION FM FORCEMAIN <br /> 0 ® ® CONTROL STRUCTURE ■ ELECTRIC BOX GB GRADE BREAK <br /> • NATURAL GAS METER GND GROUND <br /> ----> ----->r >> » >> >> STORM SEWER (SANITARY & WATERMAIN PLANS) o LIGHT POLE GV GATE VALVE <br /> ---->r---->>- >> �� >> >> STORM SEWER (STORM SEWER PLANS) O SEMAPHORE HP HIGH POINT <br /> E__ ___ ___ ___ ___ __ >> D�) » CULVERT <br /> A TELEPHONE BOX HYD HYDRANT <br /> ---------------------- PERF PERF PERF PERF PERFORATED DRAINTILE 0 CABLE BOX HWL HIGH WATER LEVEL <br /> ----------------- DT DT DT DT INV INVERT SOLID DRAINTILE SERVICE � CAST IRON MONUMENT K CURVE COEFFICIENT <br /> -- — CASING FOUND IRON PIPE L LENGTH <br /> e e e e e e UNDERGROUND ELECTRIC LINE JLM <br /> fo fo fo fo fo fo UNDERGROUND FIBER OPTIC LINE • JUDICIAL LAND MARK LF LOWEST FLOOR <br /> LO LOOKOUT <br /> g g 9 9 g g UNDERGROUND GAS PIPELINE 0 PK NAIL LO LOWEST OPENING <br /> pet ro pet ro pet ro UNDERGROUND PETROLEUM PIPELINE CONTROL POINT LIP o SPIKE LP LOW I PETROLEUM <br /> POINT <br /> t t t t t t UNDERGROUND TELEPHONE LINES C_ FLAG POLE <br /> MH MANHOLE <br /> tv tv tv tv tv tv UNDERGROUND TELEVISION LINE e TEST HOLE <br /> PC POINT OF CURVATURE <br /> on on oh oh on on OVERHEAD UTILITY LINES ® MAILBOX <br /> PCC POINT OF COMPOUND CURVATURE <br /> SITE LINES li? SIGN PI POINT OF INTERSECTION <br /> EXISTING PROPOSED FUTURE DESCRIPTION O BOLLARD T_ PROPERTY LINET CONSERVATION POST PRC POINT OF REVERSE CURVATURE <br /> SURMOUNTABLE CURB & GUTTER PVT POINT OF TANGENCY <br /> DECIDUOUS TREE PVC POINT OF VERTICAL CURVATURE <br /> B-STYLE CURB & GUTTER PVC POLYVINYL CHLORIDE PIPE <br /> RIBBON CURB & GUTTER CONIFEROUS TREE PVI POINT OF VERTICAL INTERSECTION <br /> . . ... . ... . ... . ... . ... . ... . ... . . EDGE OF BITUMINOUS R RADIUS <br /> YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) 0 SHRUB / BUSH R RAMBLER <br /> WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) RCP REINFORCED CONCRETE PIPEROW RIGHT OF WAY <br /> I_ PHASE LINE SSWR SANITARY SEWER <br /> CENTERLINE STA STATION <br /> — — — —902— _ sos- 9D2- 2' CONTOUR LINE STRM STORM SEWER <br /> — — — —soon 10' CONTOUR LINE <br /> SWPPP STORM WATER POLLUTION PROTECTION PLAN <br /> ---------------------- OUTLET=987.0 OUTLET=987.0 TNH TOP NUT HYDRANT <br /> — — — — BASIN OUTLET LINE— — HWL=900.2 — — — — HWL=900.2 TYP TYPICAL— — _ BASIN HIGH WATER LINE <br /> WM WATER MAIN <br /> $X3 PROPOSED SPOT ELEVATION WO WALKOUT <br /> -0. -► �► EMERGENCY OVERFLOW EROSION & SEDIMENT CONTROL <br /> — DRAINAGE FLOW ARROW • • • • • • • • • • • • • • • • • STANDARD EROSION CONTROL <br /> —-- -- --— — — — DELINEATED / PROPOSED WETLAND LINE <br /> BUFFER BUFFER BUFFER WETLAND BUFFER HEAVY-DUTY EROSION CONTROL <br /> TREE LINE SECONDARY EROSION CONTROL FENCE <br /> FEMA FEMA FEMA FEMA FLOODPLAIN BOUNDARY LOT INFORMATION <br /> ---------------------- RETAINING WALL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ih EROSION CONTROL AT BACK OF CURB (TYPICAL SECTION NOT TO SCALE) <br /> X X X X x x FENCE (BARBED WIRE) <br /> TREE FENCE <br /> # # # # # # FENCE (CHAIN LINK) <br /> 29 <br /> TEMPORARY DIVERSION DITCH DRAINAGE & UTILITY .0 28.0 <br /> [] [] [] [] [] [] FENCE (WOOD) —>>>>>>>>� EASEMENT <br /> T CONSERVATION AREA SIGN <br /> C O ®1 CATCH BASIN INLET PROTECTION FINISHED GROUND O <br /> T W WETLAND BUFFER SIGN `� ELEVATION 3 BLOCK No. <br /> TYPE III BARRICADE , , , STRAW BIO ROLLS <br /> LIGHT POLE EOLEVATIONWEST PENING <br /> ROCK BERM 7 LOT N0. <br /> STREET SIGNS <br /> SUMPED RIP RAP PERMANENT STEP HEIGHT HOUSE TYPES <br /> ENERGY DISSIPATER (IF REQUIRED) 31.5 R RAMBLER OR SPLIT ENTRY <br /> PEDESTRIAN RAMP = LO RAMBLER LOOKOUT OR SPLIT <br /> LOWEST FLOOR ENTRY WALKOUT <br /> DISCHARGE LOCATION ELEVATION I <br /> SURVEY LINES L� WO RAMBLER WALKOUT <br /> 0 0 0 0 0 0 6 GARAGE ELEVATION 1 STEP SE SPILT ENTRY <br /> EXISTING PROPOSED FUTURE DESCRIPTION 00000000o GRAVEL CONSTRUCTION ENTRANCE RECOMMENDED F=929.0 SEWO— SPLIT ENTRY WALK OUT <br /> BOUNDARY GARAGE SIDE 37.0 SLO SIDE LOOKOUT <br /> SWO— SIDE WALKOUT <br /> - - - - - - - - <br /> TEMPORARY OUTLET FLOATING SKIMMER FINISHED ELEVATION <br /> RIGHT OF WAY @LOT CORNER L - � <br /> 34.5 <br /> LOT LINE <br /> 35.5 <br /> — — — — — — — — — — — EASEMENT BASIN ACCESS 8% SLOPE MAX. <br /> ---------------------- ---------------------- ---------------------- SET BACK LINE <br /> STABILIZED EMERGENCY OVERFLOW <br /> SECTION LINE � STREET <br /> RESTRICTED ACCESS \1l 1 STEEP SLOPE 3:1 (H:V) - - - - - - - - - <br /> 1ll (33.3%) OR STEEPER GRADE <br /> HATCH PATTERNS <br /> GRAVEL SURFACE WETLAND <br /> .. . ... . ... . ... . ... . ... <br /> BITUMINOUS SURFACE WETLAND UPLAND BUFFER <br /> + + + + + + + WETLAND MITIGATION <br /> CONCRETE SURFACE + <br /> W W W W W RIP RAP PERMANENT TURF RESTORATION <br /> �, �, �, ,� <br /> SELECT BACKFILL MATERIAL PERMANENT WET BASIN SEEDING <br /> EROSION CONTROL BLANKET I' I' I' I' I' I' UPLAND/NATURAL AREA SEEDING <br /> MNDOT CATEGORY PER PLAN <br /> PI Se'rwrNEERengineering <br /> 00-ENG-123074-SHEET-LGND <br /> CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS <br /> Revisions <br /> 7am <br /> hereby certify that this plan was prepared by /1,� Date NN 7� HARMONY FARMS <br /> (651)681-1914 Name Puou'L / I 1. 2024-02-05 City Comments LElV 1V Aim 1 <br /> 2422 Enterprise Drive e or under my direct supervision and that I LEGEND 1.20 30 <br /> Mendota Heights,MN 55120 Fax: 681-9488 a duly Licensed Professional Engineer Brian N.Molinaro Designed 16305 36TH AVE.NO., SUITE 600 OFwww.pioneereng.comder the laws of the State of Minnesota Reg.No. 47504 Date Drawn PLYMOUTH,MINNESOTA 55446 RAMSEY,MINNESOTA <br /> ©2023 Pioneer Engineering,P.A. <br />