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EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS EXISTING PRIVATE UTILITY LINES L ACCESS GRATE O REGULATION STATION GAS BENCHMARK LOCATION o CAST IRON MONUMENT NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY Ac AIR CONDITION UNIT SATELLITE DISH 0 CONTROL POINT ■ STONE MONUMENT EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. ® ANTENNA SIGN TRAFFIC • MONUMENT FOUND AUTO SPRINKLER CONNECTION O SIGNAL CONTROL CABINET THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS EXISTINGTOPOGRAPHICLINES DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING BARRICADE PERMANENT SOIL BORING EXISTING UTILITIES". F T T T UNDERGROUND FIBER OPTIC BASKETBALL POST F? SIREN RETAINING WALL E F UNDERGROUND ELECTRIC BENCH © TELEPHONE BOOTH x x x x x x FENCE G G G G UNDERGROUND GAS FENCE -DECORATIVE UNDERGROUND COMMUNICATION BIRD FEEDER ® TILE INLET GUARD RAIL of of of of OVERHEAD ELECTRIC © BOLLARD THE TILE OUTLET TREE LINE oc oc oc oc OVERHEAD COMMUNICATION ® BUSH 0 TILE RISER BUSH LINE ou ou ou ou OVERHEAD UTILITY 0 CATCH BASIN RECTANGULAR CASTING O TRANSFORMER -ELECTRIC SURVEY LINES UTILITIES IDENTIFIED WITH A QUALITY LEVEL: CATCH BASIN CIRCULAR CASTING TREE -CONIFEROUS LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL —o o CONTROLLED ACCESS EXAMPLE: G-A G-A UNDERGROUND GAS, QUALITY LEVEL ® CURB STOP TREE -DEAD UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN Cl/ASCE 38-22. BOUNDARY co O CLEAN OUT TREE -DECIDUOUS CENTERLINE UTILITY QUALITY LEVELS: ocLvr CULVERT END p, TREE STUMP EXISTING EASEMENT LINE a] DRINKING FOUNTAIN TRAFFIC ARM BARRIER PROPOSED EASEMENT LINE QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, EXISTING LOT LINE CONSTRUCTION PLANS, ETC. ® DOWN SPOUT TRAFFIC SIGNAL PROPOSED LOT LINE QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND -HOLES, UTILITY VALVES AND 0 ELECTRIC CAR CHARGE STATION TRASH CAN EXISTING RIGHT-OF-WAY METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO PROPOSED RIGHT-OF-WAY CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. OF FILL PIPE UTILITY MARKER SETBACK LINE QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND FIRE HYDRANT A VALVE SECTION LINE COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. o— FLAG POLE ® VALVE POST INDICATOR QUARTER LINE QUALITY LEVELA: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN FLARED END/ APRON FT VALVE VAULT SIXTEENTH LINE QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND TEMPORARY EASEMENT PROFILE INFORMATION. O FUEL PUMP O VAULT EXISTING UTILITY LINES ABBREVIATIONS UD GRILL (�) VENT PIPE F GUY WIRE ANCHOR Ows WATER SPIGOT FORCEMAIN A ALGEBRAIC DIFFERENCE GRAV GRAVEL RSC RIGID STEEL CONDUIT > > > > > > SANITARY SEWER ADJ ADJUST GU GUTTER RT RIGHT Al HANDHOLE O WELL — — — — — — — — — — SANITARY SERVICE ALT ALTERNATE GV GATE VALVE SAN SANITARY SEWER HANDICAP SPACE 0 WETLAND DELINEATED MARKER » >> >> >> » STORM SEWER B-B BACK TO BACK HDPE HIGH DENSITY POLYETHYLENE SCH SCHEDULE U� IRRIGATION SPRINKLER HEAD WETLAND STORM SEWER DRAIN TILE BIT BITUMINOUS HH HANDHOLE SERV SERVICE I I I I WATERMAIN BLDG BUILDING HP HIGH POINT SHLD SHOULDER O IRRIGATION VALVE BOX WW WET WELL —I-1—I-1—I-1—I—I-—I-1—I-1— WATER SERVICE BMP BEST MANAGEMENT PRACTICE HWL HIGH WATER LEVEL STA STATION CP LIFT STATION CONTROL PANEL p YARD HYDRANT — wR wR wR R - wR wR— RECLAIMED WATER BR BEGIN RADIUS HYD HYDRANT STD STANDARD PROPOSED UTILITY LINES BV BUTTERFLY VALVE I INVERT STM STORM SEWER © LIFT STATION CB CATCH BASIN K CURVE COEFFICIENT TC TOP OF CURB LIGHT POLE PROPOSED TOPOGRAPHIC SYMBOLS II II II II II FORCEMAIN C&G CURB AND GUTTER L LENGTH TE TEMPORARY EASEMENT ® MAILBOX > > > > > SANITARY SEWER CIP CAST IRON PIPE LO LOWEST OPENING TEMP TEMPORARY © MANHOLE -COMMUNICATION • CLEANOUT � � � � � � � � — — — — — SANITARY SERVICE CIPP CURED -IN -PLACE PIPE LP LOW POINT TNH TOP NUT HYDRANT • MANHOLE >> >> >> >> STORM SEWER CL CENTER LINE LT LEFT TP TOP OF PIPE © MANHOLE -ELECTRIC �> �> �, —>, �, �, �> �> �> �> — STORM SEWER DRAIN TILE CL. CLASS MAX MAXIMUM TYP TYPICAL Q LIFT STATION G Q MANHOLE -GAS — I I I I I I— WATERMAIN CLVT CULVERT MH MANHOLE VCP VITRIFIED CLAY PIPE ® STORM SEWER CIRCULAR CASTING CMP CORRUGATED METAL PIPE MIN MINIMUM VERT VERTICAL Q MANHOLE -HEAT —I—'—I—'—I—'—I—'—I—'—I—'— WATER SERVICE ■ STORM SEWER RECTANGULAR CASTING PIPE CASING C.O. CHANGE ORDER MR MID RADIUS VPC VERTICAL POINT OF CURVE Q MANHOLE -RECLAIMED WATER TRENCHLESS PIPE (PLAN VIEW) COMM COMMUNICATION NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION sQ MANHOLE -SANITARY SEWER III. STORM SEWER FLARED END/ APRON 1777777777=TRENCHLESS PIPE (PROFILE VIEW) CON CONCRETE NMC NON-METALLIC CONDUIT VPT VERTICAL POINT OF TANGENT ■ STORM SEWER OUTLET STRUCTURE CSP CORRUGATED STEEL PIPE NTS NOT TO SCALE WM WATERMAIN Q MANHOLE -STORM SEWER ® STORM SEWER OVERFLOW STRUCTURE GRADING INFORMATION DIA DIAMETER NWL NORMAL WATER LEVEL Q MANHOLE -UTILITY DIP DUCTILE IRON PIPE OHW ORDINARY HIGH WATER LEVEL o CURB BOX Q MANHOLE -WATER DWY DRIVEWAY PC POINT OF CURVE AC ACRES FIRE HYDRANT 95, EXISTING CONTOUR MINOR E EXTERNAL CURVE DISTANCE PCC POINT OF COMPOUND CURVE CF CUBIC FEET O METER N WATER VALVE 950' EXISTING CONTOUR MAJOR ELEC ELECTRIC PE PERMANENT EASEMENT CV COMPACTED VOLUME e DRIVE-THRU MICROPHONE \�952� PROPOSED CONTOUR MINOR ELEV ELEVATION PED PEDESTRIAN, PEDESTAL CY CUBIC YARD 11. WATER REDUCER / \0��_� PROPOSED CONTOUR MAJOR EOF EMERGENCY OVERFLOW PERF PERFORATED PIPE EA EACH PARKING METER F�' WATER BEND PROPOSED GRADING LIMITS / SLOPE LIMITS ER END RADIUS PERM PERMANENT EV EXCAVATED VOLUME PAVEMENT MARKING — — — — — — — — — — — — — — — — — PROJECT LIMITS ESMT EASEMENT PI POINT OF INTERSECTION LB POUND © PEDESTAL -COMMUNICATION 13; WATER TEE x 953.53 x STA:5+67.19 980.87 PROPOSED SPOT ELEVATION EX EXISTING PL PROPERTY LINE LF LINEAR FEET F1� WATER CROSS 1:4 RISE:RUN (SLOPE) FES FLARED END SECTION PRC POINT OF REVERSE CURVE LS LUMP SUM O PEDESTAL -ELECTRIC - WATER SLEEVE HATCH PATTERNS F-F FACE TO FACE PT POINT OF TANGENT LV LOOSE VOLUME o PEDESTRIAN PUSH BUTTON FF FINISHED FLOOR PVC POLYVINYL CHLORIDE PIPE SF SQUARE FEET WATER CAP /PLUG PICNIC TABLE ¢ F&I FURNISH AND INSTALL PVMT PAVEMENT SV STOCKPILE VOLUME t RIP RAP BITUMINOUS GRAVEL FM FORCEMAIN R RADIUS SY SQUAREYARD POLE -UTILITY DRAINAGE FLOW FO FIBER OPTIC R/W RIGHT-OF-WAY © POST k � TRAFFIC SIGNS a CONCRETE F.O. FIELD ORDER RCP REINFORCED CONCRETE PIPE RAILROAD SIGNAL POLE GRAN GRANULAR RET RETAINING HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2638 SHADOW LANE, SUITE 200 slcN FR 1J W S.A.P. 152-107-002 SHEET DDS NORTH BROWN ROAD IMPROVEMENTS FE5511 ENGINEER UNDE ELAWSOFTHESTATEOFMINNWIK/\/�' BOLTON CHASKA, MN 55318 2 & M E N K Phone: @bolt48-8838 Email: Chaska@bolton-menk.com OF FCRE D JJw 1 ffr Veyan t 4 42 1/20/2024 LIENTPROL No `24x135457000 www.bolton-menk.Dom LEGEND 8 46