Loading...
HomeMy WebLinkAbout2022 ASURVEY LEGEND These standard symbols will be found in the drawing. G SANITARY SEWER LINE O LAST MARKED �� LOCATION STORM SEWER LINE \ \ OVERHEAD UTILITIES LINE /E BURIED ELECTRIC LINE �i APPROXIMATE BURIED ELECTRIC i� LINE PER MAPS FROM OTHERS ° BURIED GAS LINE i -� m APPROXIMATE BURIED GAS LINE PER MAPS FROM OTHERS BURIED TELEPHONE LINE i APPROXIMATE BURIED TELEPHONE LINE PER MAPS FROM OTHERS C CRETE- BURIED WATER LINE \ \ ---- APPROXIMATE BURIED WATER -- INV(S)864.22 LINE PER MAPS FROM OTHERS BURIED FIBER OPTICS LINE BURIED IRRIGATION LINE -_ s RIM 875 82 CHAIN LINK FENCE LINE ~ (UNLESS NOTED OTHERWISE) - \ EDGE OF BITUMINOUS BENCHMARK #2 WOODED AREA ELEV-893 67 CONTOUR LINE ,o°' / _ SECTION LINE _EASEMENT LINE ---------- BEARING DISTANCE TIE LINE ---------- F.F.E. = FINISHED FLOOR ELEVATION 0 RECTANGULAR CATCH BASIN ® CIRCULAR CATCH BASIN ® SQUARE CATCH BASIN 0 STORM SEWER MANHOLE SANITARY SEWER MANHOLE fly, UTILITY MANHOLE ® WATER VALVE HYDRANT ELECTRIC MANHOLE E ELECTRIC TRANSFORMER E� ELECTRIC OUTLET ELECTRIC BOX Co ELECTRIC VAULT LIGHT POLE 0 POWER POLE FLOOD LIGHT BOLLARD GUY WIRE 0 TELEPHONE PEDESTAL �0 FIBER OPTIC VAULT 0 TRAFFIC SIGNAL PAYMENT DROP-OFF BOX ♦ GUARD POST/BOLLARD 0 METAL POST VENT PIPE CLEAN OUT CONTROL BOX El AIR CONDITIONING UNIT SIGN aoo FLAGPOLE MAILBOX O LANDSCAPE BOLDER Q SOIL BORING Q BIRD HOUSE _1 tf- ACCESSIBLE DOOR OPEN BUTTON BUSH/SHRUB 0 TREE �?yl� PINE TREE GRAVEL AREA 0 RIP RAP AREA 0 TRAIL AREA ® BRICK PAVERS WOOD CHIP AREA METAL GRATE WETLAND AREA e BERNTSEN NAIL FOUND O' S0' 100' IIIIIIIIIIIIIIIIIIN 1"=50' BASIS OF BEARINGS THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 29 NORTH, RANGE 19 WEST, BEARS N 00.51'13"W AS REFERENCED TO THE ST. CROIX COUNTY COORDINATE SYSTEM, NAD83 (2011). WETLAND NOTE THE CLIENT HAD A WETLAND DELINEATION PERFORMED ON THIS PROPERTY. WETLANDS SHOWN HEREON WERE CREATED USING WETLAND DELINEATION FLAGS AS LOCATED IN THE FIELD. ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM. BENCHMARK #1 CHISELED SQUARE ON NORTH SIDE OF LIGHT POLE BASE, LOCATED SOUTH OF THE ST. CROIX COUNTY COURTHOUSE BUILDING, SOUTH OF THE PARKING LOT. ELEVATION = 882.59 BENCHMARK #2 SOUTH FLANGE BOLT ON HYDRANT, LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CARMICHAEL ROAD AND THE SOUTHERN DRIVEWAY ACCESS TO THE SURVEYED SITE. ELEVATION = 893.67 BENCHMARK #3 WEST FLANGE BOLT ON HYDRANT LOCATED APPROXIMATELY 80 FEET WEST OF THE WEST EDGE OF THE ST. CROIX COUNTY COURTHOUSE BUILDING. ELEVATION = 879.35 BENCHMARK #4 NORTH FLANGE BOLT ON HYDRANT LOCATED APPROXIMATELY 140 FEET NORTH OF THE NORTH EDGE OF THE ST. CROIX COUNTY COURTHOUSE BUILDING. ELEVATION = 880.25 BENCHMARK #5 BURY BOLT ON HYDRANT LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CARMICHAEL ROAD AND THE NORTHERN DRIVEWAY ACCESS TO THE SURVEYED SITE. ELEVATION = 892.88 CLIENT/OWNER ST. CROIX COUNTY 1101 CARMICHAEL ROAD HUDSON, WI 54016 S 89°25'28" W 808.37' Q UTILITY DISCLAIMER Q The locations of all above ground utilities and appurtenances (i.e. manhole rims, valve box covers, hydrants, transformers, etc.), of which can be visually inspected, are shown hereon based on actual surveyed location. Rim elevations of sanitary sewer and storm sewer manholes, of which can be visually inspected, are shown hereon based on actually surveyed elevation. Depths, sizes, and material types of pipes, which can be visually inspected, entering and exiting sanitary sewer and storm sewer manholes, are shown hereon based on visual inspection, field measurements, and as -built mapping, if available. If depths, sizes, and material types of pipes are shown hereon, based on as -built mapping only, they are noted accordingly, and are considered approximate. Visual inspection means what can be seen from the ground surface. Point of Beginning did not enter into manholes to complete visual inspection underground. The locations of all underground utilities and appurtenances, unable to visually inspect and/or field measure, shown hereon are only approximate. These utilities and appurtenances will be shown based on plans obtained from utility companies or provided by the Owner/Client, and markings by utility companies and municipalities ('Diggers Hotline) and other appropriate sources (with reference as to the source of information). Additional utility lines not discovered, marked, or shown on as -built plans available to us, during the search of records and the field survey, may exist. Any contractor using the information shown hereon will be forewarned that any excavation upon this site may result in the discovery of additional underground utilities not shown hereon. POB makes no warranty of any kind, express or implied, with respect to the existing underground utilities and appurtenances, of which are unable to visually inspect and/or field measure, whether shown hereon, or not. Prior to construction, it is the contractors responsibility to field verify locations, depths, sizes and types of underground public and private utilities or substructures within all construction limits and shall bring forward, in writing to the Engineer and/or Surveyor of Record, all discrepancies that do not align with the existing conditions as shown hereon provided. *Diggers Hotline Ticket # 2022 1 71 2455 for public utilities was ordered for this survey. *A private utility locate was performed on this project by Private Lines Inc. Please contact Private Lines Inc. at 715-445-5383 with any private utility questions. POINT OF BEGINNING, INC. HOLDS THE RIGHTS TO COPYRIGHT IN AND TO THESE PRINTS, DRAWINGS AND DOCUMENTS. NO REPRODUCTION, COPYING, ALTERATION, MODIFICATION, USAGE, INCORPORATION INTO OTHER DOCUMENTS OR ASSIGNMENT OF THE SAME MAY OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF POINT OF BEGINNING, INC. ©2022 POINT OF BEGINNING, INC RIM 872.40 INV(NW)851 .87 -INV(SE)851.87. IN, SURVEYOR'S NOTES 1. A 60 YEAR TITLE SEARCH FOR RECORD EASEMENTS WAS ORDERED FOR THIS PROJECT AND WAS PERFORMED BY LAND TITLE, INC., FILE NO. 659251, DATED MAY 2, 2022. PLOTTABLE EASEMENTS FOUND IN THIS REPORT AS SHOWN ON SURVEY. 2. THIS TOPOGRAPHIC SURVEY MAP CONTAINS TWO SHEETS WHICH ARE LABELED AS "TS 1.1" AND "TS 1.2". 3. PROPERTY BOUNDARIES AS SHOWN ON THIS SURVEY MAP WERE PROVIDED BY THE COUNTY SURVEYOR AT REQUEST OF THE CLIENT. 4. A SECTION OF THE TOPOGRAPHIC MAP NORTH OF THE ST. CROIX COUNTY COURTHOUSE BUILDING WAS CREATED USING DATA FROM OTHER SURVEYORS AT THE REQUEST OF THE CLIENT. SURVEYOR'S CERTIFICATE I, JORDAN G. BROST, PROFESSIONAL LAND SURVEYOR DO HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF A TOPOGRAPHICAL SURVEY AS DONE UNDER MY DIRECTION ON APRIL /25-27, 2022. DATED THIS �± DAY OF __ I' aA`IZo`L ------- ------ ---------------------- JORDAN G. BROST PROFESSIONAL LAND SURVEYOR NO. 3009 ```�llltltrr `s c O N s /� `'i : JORDAN G. ` BROST S-3009 MOSINEE, VVI �� •. pQ- 4/0 '/I11tlt►t% INV(NW)851 .15 INV(SE)851.20 O O O �O0 Z l SFO GATE I1 N 89'20'00" E CROSS -HATCHED AREA IS WATER MAIN EASEMENT PER DOC. NO. 527969 AND SANITARY SEWER EASEMENT PER DOC. NO. 553260 4' j FXJEL CODE/ "f �UNDERGRO N FUEL LINE � f GATE 2050.51' ./_.�.�..Z._Z CRO55-HATCHED AREA IS WATER MAIN EASEMENT PER DOC. NO. 527969 AND SANITARY SEWER EASEMENT PER DOC. NO. 553260 880 - --- \� - WOODED AREA 12" CULVERT LAST MA _ --�- LO CAT -i iLAST MARKED Y LOCATION 3 BENCHMARK #4 ELEV=880.25 CO N C R E4 ----E d -:_ET -E CO �w ! x (_J_E XY I �- RIM 877.55 v ,i � 0 / G4 P MP� INV(N)873.56 '� N NI G WALL o / GONG T !0 AIR C NDITIONER 14 RnRIN(_ 441 WOODED AREA - BENCHMARK #3881.13L� L w DOOR DOOR 881.1 3 % ELEV= 179.35 `b E OVERHANG) a' OVF'RAST MARKED j E HANG LOCATION _ MW LANDSCAPE r ° BOULDER AFP 1 / 3 CONCRETE BENCH �p o F F L 881 12) ST. CROIX COUNTY COURTHOUSE BUILDING AOP y ' MEMORIAL 00 - -- �CV OU FE �� PLAQUE yl i GO oo DOOR 89 .48 � � � I ,,, ♦J COfJ RE E J ELEV OUTSIDE\' �'��v ► DOOR 894.48 LANDSCAPE v F F. E7881.15 m` BOULDER \ l i F CONCRETE �E AINI G A� L�' 6) • - OVERHANG � I 8 ELEV OUTSIOE1 METAL ENCE 880 } E� / 1 ELEV OUTSIDE \ - 0 I DOOR_ 881.20 WITH GATE E E Ir OVERHANG I- � y" !, j LAST M �R D - DOOR 881.09 I LO A 10 HANDRAIL j 4,. °, � ELEV OUTSIDE / ELEV OUTSIDE DOOR 881.13 l-_ � � F F.E. 89�+T4.8T­ E j W DOOR 881.23 v `" ELEV OUTSIDE - NCRE E x IF E. 881_1.4 DOOR 881 07 ITO, ELEV OUTSIDE ELEVOUTSIDE BORING #4 NA E L�QC� a, A E � � ,t VIH R IPS E DOOR 881.23 DOOR 881.20 `� V m ELEV 892.` NCRETE OVERHANG �� OVERHANG ARKED 3 ti 0 880 • �1 i LOCATION „r 00 1 h CO 1� IR C N N R SS n °' N BORING #3 00 I RIM 876.0 ELEV 880.68 v co I 00 Q x 1 N CON RUT PAD' 'I ( 1 NV(E)870.88 877 - - ,CONCRETE � 0 L� RIM 876.43 �� BORING #6A� \\ 12"ST 1 1' T 12"ST \� N Is ELEV 879.02 / 1 INV(NW)868.98 x sla00 "ST --18"S W �ynl r� i INV(NW)866.07 �- T E y C CONC TE RIM 876.5-3-- INV(N)865.66 -� INV 5��, �\ ,' INV(15"N)870.08 N / w INV(S)865.66 cpm �® a RETAINING WALL BORING #7�'� INV(E)871.29 1, -? RIM 877.67 4 ELEV 889.51 F INV(SE)869.93 \ 8�8 INV(N)872.75 BORING #5 INV(W)872.39 \ TA ELEV 877.73 W W BORING #.181 \ g1g 1 \ 9 RETE _ BORING #8 �= ELEV 879.97 x w ............. \� � i \. I, ».a 1 ® w E E E E-�E E' �® E _ m 878 XX Q x BENCHMARK #5 RIM 891 13 INV(NE)886.99 �. > � UNABLE WHERE �� TO LOCATE IPE GOES \ G \ O LAST MARKED �� LOCATION \ \ � -- _ RIM 878.30 -_ --� W E W W \ W E, W .. - W WXX W- YX \ \ \ y BENCHMARK #1 - INV(NW)868.10 -� m - -, -- - �N INV(NE)870.34 C CRETE- \ \ ---- --- --875 -- INV(S)864.22 -_ s RIM 875 82 ~ �� - \ \ BENCHMARK #2 WOODED AREA ELEV-893 67 INV(NW)851 .15 INV(SE)851.20 O O O �O0 Z l SFO GATE I1 N 89'20'00" E CROSS -HATCHED AREA IS WATER MAIN EASEMENT PER DOC. NO. 527969 AND SANITARY SEWER EASEMENT PER DOC. NO. 553260 4' j FXJEL CODE/ "f �UNDERGRO N FUEL LINE � f GATE 2050.51' ./_.�.�..Z._Z CRO55-HATCHED AREA IS WATER MAIN EASEMENT PER DOC. NO. 527969 AND SANITARY SEWER EASEMENT PER DOC. NO. 553260 880 - --- \� - WOODED AREA 12" CULVERT LAST MA _ --�- LO CAT -i iLAST MARKED Y LOCATION 3 BENCHMARK #4 ELEV=880.25 CO N C R E4 ----E d -:_ET -E CO �w ! x (_J_E XY I �- RIM 877.55 v ,i � 0 / G4 P MP� INV(N)873.56 '� N NI G WALL o / GONG T !0 AIR C NDITIONER 14 RnRIN(_ 441 WOODED AREA - BENCHMARK #3881.13L� L w DOOR DOOR 881.1 3 % ELEV= 179.35 `b E OVERHANG) a' OVF'RAST MARKED j E HANG LOCATION _ MW LANDSCAPE r ° BOULDER AFP 1 / 3 CONCRETE BENCH �p o F F L 881 12) ST. CROIX COUNTY COURTHOUSE BUILDING AOP y ' MEMORIAL 00 - -- �CV OU FE �� PLAQUE yl i GO oo DOOR 89 .48 � � � I ,,, ♦J COfJ RE E J ELEV OUTSIDE\' �'��v ► DOOR 894.48 LANDSCAPE v F F. E7881.15 m` BOULDER \ l i F CONCRETE �E AINI G A� L�' 6) • - OVERHANG � I 8 ELEV OUTSIOE1 METAL ENCE 880 } E� / 1 ELEV OUTSIDE \ - 0 I DOOR_ 881.20 WITH GATE E E Ir OVERHANG I- � y" !, j LAST M �R D - DOOR 881.09 I LO A 10 HANDRAIL j 4,. °, � ELEV OUTSIDE / ELEV OUTSIDE DOOR 881.13 l-_ � � F F.E. 89�+T4.8T­ E j W DOOR 881.23 v `" ELEV OUTSIDE - NCRE E x IF E. 881_1.4 DOOR 881 07 ITO, ELEV OUTSIDE ELEVOUTSIDE BORING #4 NA E L�QC� a, A E � � ,t VIH R IPS E DOOR 881.23 DOOR 881.20 `� V m ELEV 892.` NCRETE OVERHANG �� OVERHANG ARKED 3 ti 0 880 • �1 i LOCATION „r 00 1 h CO 1� IR C N N R SS n °' N BORING #3 00 I RIM 876.0 ELEV 880.68 v co I 00 Q x 1 N CON RUT PAD' 'I ( 1 NV(E)870.88 877 - - ,CONCRETE � 0 L� RIM 876.43 �� BORING #6A� \\ 12"ST 1 1' T 12"ST \� N Is ELEV 879.02 / 1 INV(NW)868.98 x sla00 "ST --18"S W �ynl r� i INV(NW)866.07 �- T E y C CONC TE RIM 876.5-3-- INV(N)865.66 -� INV 5��, �\ ,' INV(15"N)870.08 N / w INV(S)865.66 cpm �® a RETAINING WALL BORING #7�'� INV(E)871.29 1, -? RIM 877.67 4 ELEV 889.51 F INV(SE)869.93 \ 8�8 INV(N)872.75 BORING #5 INV(W)872.39 \ TA ELEV 877.73 W W BORING #.181 \ g1g 1 \ 9 RETE _ BORING #8 �= ELEV 879.97 x w ............. \� � i \. I, ».a 1 ® w E E E E-�E E' �® E _ m 878 XX Q x BENCHMARK #5 RIM 891 13 INV(NE)886.99 RIM 865.05 INV(NW)850.51 INV(SE)850.48 \ WOODED AREA INV(N)859.88 N INV(SE)859.87 870 \ BORING #12 o0 �- ELEV 874.73 Go 0C -- -/ 0`. 865 - s® G cc ;A . 8"SS-}-8„SS / - \ 8„S SS 8"SS "SS ss •7- 9 9 9 p 9 p F p 9 9 p a 9 9 � 6613 9 , j 9 9 p 9 v 9 9 v > > . 9 9 9 9 9 9 q 4 4 4 \ i B59 -- C86> 9 /9 q p �/ j 5 0 WOODED AREA 24" CULVERT 00 RIM 875.88 NV(E)863.60 INV(SW)863.58 RIM 889.40 INV(NE)879.85 INV(E)879.73 INV(W)879.85 SS 8"SS 8� SS7 -B"SS BORING #13 ELEV 884.2-/ INV(NW)853.1 6 INV(NE)852.05 INV(SW)852.03 �. > � UNABLE WHERE �� TO LOCATE IPE GOES \ BORING #9 , ELEV 880 79XX XX ELEV . XY XX O LAST MARKED �� LOCATION \ \ �., -- _ RIM 878.30 -_ --� W E W W \ W E, W .. - W WXX W- YX \ \ \ y BENCHMARK #1 - INV(NW)868.10 -� m - -, -- - �N INV(NE)870.34 C CRETE- \ \ ---- --- --875 -- INV(S)864.22 -_ s RIM 875 82 ~ �� - \ \ BENCHMARK #2 WOODED AREA ELEV-893 67 RIM 865.05 INV(NW)850.51 INV(SE)850.48 \ WOODED AREA INV(N)859.88 N INV(SE)859.87 870 \ BORING #12 o0 �- ELEV 874.73 Go 0C -- -/ 0`. 865 - s® G cc ;A . 8"SS-}-8„SS / - \ 8„S SS 8"SS "SS ss •7- 9 9 9 p 9 p F p 9 9 p a 9 9 � 6613 9 , j 9 9 p 9 v 9 9 v > > . 9 9 9 9 9 9 q 4 4 4 \ i B59 -- C86> 9 /9 q p �/ j 5 0 WOODED AREA 24" CULVERT 00 RIM 875.88 NV(E)863.60 INV(SW)863.58 RIM 889.40 INV(NE)879.85 INV(E)879.73 INV(W)879.85 SS 8"SS 8� SS7 -B"SS BORING #13 ELEV 884.2-/ INV(NW)853.1 6 INV(NE)852.05 INV(SW)852.03 UNABLE TO ILOC TE WHERE PIPE1 GOES CONCRETE REVISIONS CHECKED: JORDAN G. BROST cPQ a C? 1 \ � UNABLE TO ILOC TE WHERE PIPE1 GOES CONCRETE REVISIONS CHECKED: JORDAN G. BROST DRAWN. CHAD A. GORETSKI DATE 5-12-22 PROJECT NO. 22.40$ `v UNABLE TO ILOC TE WHERE PIPE1 GOES CONCRETE REVISIONS CHECKED: JORDAN G. BROST DRAWN. CHAD A. GORETSKI DATE 5-12-22 PROJECT NO. 22.40$ )� I 6"SS 6" 6"�i�- y> RIM 891.21 X I INV(E)881.01 I I INV(S)882.87 CV INV(W)881.01 In � 011 o "�< d- O 890 I CO a - v) U �LO� MATCH LINE -- --I --•--•--•--•--•- �� U D_ SEE SHEET TS 1.2 > C o 0- IU N °- 0, MW w01 L N -.I- N CO QI 'j (_ C > OI U J I ryI JI I Ir Q I I{41 3 N I L<L I ............ i �. I� I O O1 I O Q 00 I Z r w to Q Point of Beginning O O 3: I I I T'S 1.1 \ , s� RIM 872.40 INV(NW)851.87 'o. INV(SE)851.87 sIP \, o, s\ SURVEY LEGEND s1 These standard symbols will \ be found in the drawing. \,e,,,.-,��"-� ,5� \ SANITARY SEWER LINE \ \ \ en ih�- STORM SEWER LINE \ o� OVERHEAD UTILITI ES LINE SURVEYORS NOTES \ \ ,\. /�' BURIED ELECTRIC LINE \ `v A \ . 1. A 60 YEAR TITLE SEARCH FOR RECORD EASEMENTS \`� ,,`� �' APPROXIMATE BURIED ELECTRIC WAS ORDERED FOR THIS PROJECT AND WAS PERFORMED \ \ \ LINE PER MAPS FROM OTHERS BY LAND TITLE, INC., FILE NO. 659251, DATED ,o' BURIED GAS LINE MAY 2, 2022. PLOTTABLE EASEMENTS FOUND IN THIS REPORT AS SHOWN ON SURVEY. ti r APPROXIMATE BURIED GAS LINE PER MAPS FROM OTHERS 2. THIS TOPOGRAPHIC SURVEY MAP CONTAINS TWO ( \\ ` /�� BURIED TELEPHONE LINE SHEETS WHICH ARE LABELED AS "TS 1.1" AND "TS 1.2". � I \\, \ \ I i APPROXIMATE BURIED TELEPHONE \ \ �� 3. PROPERTY BOUNDARIES AS SHOWN ON THIS SURVEY i \� ,;,�, LINE PER MAPS FROM OTHERS MAP WERE PROVIDED BY THE COUNTY SURVEYOR AT A-- BURIED WATER LINE REQUEST OF THE CLIENT. / � i O � / �,� APPROXIMATE BURIED WATER �°j // / / �°� LINE PER MAPS FROM OTHERS 4. A SECTION OF THE TOPOGRAPHIC MAP NORTH OF F� THE ST. CROIX COUNTY COURTHOUSE BUILDING WAS \ 4P �90 /, i' / \' / BURIED FIBER OPTICS LINE CREATED USING DATA FROM OTHER SURVEYORS AT THE 1/ X BURIED IRRIGATION LINE REQUEST OF THE CLIENT. \ CHAIN LINK FENCE LINE/ WV �` i/ / \ (UNLESS NOTED OTHERWISE) / EDGE OF BITUMINOUS � ��' o' � RIM 871. ,�o CONTOUR LINE / q� \ / / % INV(NW)85 SECTION LINE / \ / O \ EASE_ NT _ _ _ 11 INV(SE)85 _ E _LINE BEA_RIN_G/ IS_TA_N_C_E_TIELINE �l it % 11 CO /' /�� F.F.E. = FINISHED FLOOR ELEVATION WETLAND NOTE / / / / ,;' /' RECTANGULAR CATCH BASIN THE CLIENT HAD A WETLAND DELINEATION / � / / , , ® CIRCULAR CATCH BASIN 9 PERFORMED ON THIS PROPERTY. WETLANDS � /b SHOWN HEREON WERE CREATED USING / ® SQUARE CATCH BASIN WETLAND DELINEATION FLAGS AS LOCATED �/ / A ( STORM SEWER MANHOLE IN THE FIELD. \ ® SANITARY SEWER MANHOLE E H E EIT T �� UTILITY MANHOLE \ •--•--•- - - S .1 ® WATER VALVE - - - �jI - - - HYDRANT TC LI 1 \ E ® ELECTRIC MANHOLE S 89`25'28" W 808.37' �4 ELECTRIC TRANSFORMER h® ELECTRIC OUTLET �® ELECTRIC BOX / . M ELECTRIC VAULT A LIGHT POLE -\0 POWER PALE BENCH MARKI 00 FLOOD LIGHT / BOLLARD ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM. / / GUY WIRE © TELEPHONE PEDESTAL BENCHMARK #1 ' CHISELED SQUARE ON NORTH SIDE OF LIGHT POLE BASE, �0 FIBER OPTIC VAULT LOCATED SOUTH OF THE ST. CROIX COUNTY 0 TRAFFIC SIGNAL COURTHOUSE BUILDING, SOUTH OF THE PARKING LOT 1618 \, ELEVATION = 882.59 --� 0 PAYMENT DROP-OFF BOX BENCHMARK #2 ♦ GUARD POST/BOLLARD SOUTH FLANGE BOLT ON HYDRANT,- METAL POST LOCATED AT THE SOUTHWEST CORNER OF THE __877_ � Q VENT PIPE INTERSECTION OF CARMICHAEL ROAD AND THE � y-� SOUTHERN DRIVEWAY ACCESS TO THE SURVEYED SITE. O �- CLEAN OUT ELEVATION = 893.67 N CONTROL BOX BENCHMARK #3 r ate AIR CONDITIONING UNIT WEST FLANGE BOLT ON HYDRANT � SIGN LOCATED APPROXIMATELY 80 FEET WEST OF THE WEST EDGE OF THE ST. CROIX COUNTY COURTHOUSE BUILDING. \ aoo FLAGPOLE ELEVATION = 879.35 d MAILBOX BENCHMARK #4 0 LANDSCAPE BOLDER NORTH FLANGE BOLT ON HYDRANT 1GO I �� SOIL BORING LOCATED APPROXIMATELY 140 FEET NORTH OF THE 0 Q BIRD HOUSE NORTH EDGE OF THE ST. CROIX COUNTY COURTHOUSE O BUILDING. '9.Q L� ACCESSIBLE DOOR OPEN BUTTON ELEVATION = 880.25 Fq i ® BUSH/SHRUB BENCHMARK #5 \\ \ TREE BURY BOLT ON HYDRANT LOCATED AT THE SOUTHWEST CORNER OF THE I . INTERSECTION OF CARMICHAEL ROAD AND THE ! �, ; NORTHERN DRIVEWAY ACCESS TO THE SURVEYED SITE. / 0 PINE TREE ELEVATION = 892.88 , L___ , GRAVEL AREA - "I / RIP RAP AREA I \ TRAIL AREA J ® BRICK PAVERS �. '"\'�'"' WOOD CHIP AREA METAL GRATE __\ ( . WETLAND AREA �_ e BERNTSEN NAIL FOUND SURVEYOR'S CERTIFICATE WOODED AREA ____� \' �,\,\ //I I, JORDAN G. BROST, PROFESSIONAL LAND SURVEYOR � \ �� DO HEREBY CERTIFY THAT THIS IS A TRUE AND I \ \ O I Go I CORRECT COPY OF A TOPOGRAPHICAL SURVEY AS DONE UNDER MY DIRECTION ON APRIL 25-27, 2022 /. \ `. Ar \ / /� \ �. DATED THIS 12�DAY OF __" 1_._2,�2� �I �i3` A � � I / �I\ I �v �\ \ JORDAN G. B ST �, \\ PROFESSIONAL LAND SURVEYOR N0. 3009 i / V.AIIIIII,I ,­ ) "11\� a GaNS , � : \� // ,JORDAN G. BROST S-3009 - \ / '; MOSiNEE, = WI �` a"sr 0--` O' S0' to& / --y "Vo SUR; ��., . / / / 8" CULVERT t" = 50' � INV 878.94 %/ i\ / , \ / / A LE TO L A E 0 RE PI E OE „ss O � RIM 864.47 BASIS OF BEARINGS O NV(NE)858.31 865 Z INV(W)858.39 THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 19, CLI EN TOWN ER TOWNSHIP 29 NORTH, RANGE 19 WEST, BEARS j o N 00.51'13"W AS REFERENCED TO THE ST. CROIX COUNTY 11 ca COORDINATE SYSTEM, NAD83 (2011). ST. CROIX COUNTY Go 1101 CARMICHAEL ROAD HUDSON, WI 54016 / � // (/ \\/ /- / \ ^0 12" CULVERT i a INV 867.78 /; / Q UTILITY DISCLAIMER 0 RIM 880.93 I \\ INV(W)874.74 C --_ The locations of all above ground utilities and appurtenances (i.e. manhole rims, valve / \ / "WOODED INV(SE)874.10 I ( ,A�V � / -- � i box covers, hydrants, transformers, etc.), of which can be visually inspected, are shown \ hereon based on actual surveyed location. Rim elevations of sanitary sewer and storm \ \ \\ sewer manholes, of which can be visually inspected, are shown hereon based on � " actually surveyed elevation. Depths, sizes, and material types of pipes, which can be - 12"ST ® \. 1' -- visually inspected, entering and exiting sanitary sewer and storm sewer manholes, are / shown hereon based on visual inspection, field measurements, and as -built mapping, if available. If depths, sizes, and material types of pipes are shown hereon, based on N 01'01'01 " W \ as -built If only, they are noted accordingly, and are considered approximate. 33.00' I � Visual inspection means what can be seen from the ground surface. Point of Beginning w nj yy W W a W did not enter into manholes to complete visual inspection underground. I _ _ / - The locations of all underground utilities and appurtenances, unable to visually inspect ,87 9- ' and/or field measure, shown hereon are only approximate. These utilities and 1 168.28' I - - appurtenances will be shown based on plans obtained from utility companies or - - - - - provided by the Owner/Client, and markings by utility companies and municipalities , S 89'25'07" W ('Diggers Hotline') and other appropriate sources (with reference as to the source of 51/4 CORNER �, information). Additional utility lines not discovered, marked, or shown on as -built plans SEC. 19-29-19 RIM 877.82 available to us, during the search of records and the field survey, may exist. Any NV(NW)873.82 contractor using the information shown hereon will be forewarned that any excavation upon this site may result in the discovery of additional underground utilities not shown I NV(N 0868.10 N RIM 879.06 LAST MARKED hereon. POB makes no warranty of any kind, express orimpfled,with respect tothe INV(S)969.Z2 N INV(0864.13 LOCATION existing underground utilities and appurtenances, of which are unable to visually I NV(W)864.1 3 inspect and/or field measure, whether shown hereon, or not. Prior to construction, it is the contractors responsibility to field verify locations, depths, sizes and types of RIM 878.1 7 underground public and private utilities or substructures within all construction limits INV(N)869.82 and shall bring forward, in writing to the Engineer and/or Surveyor of Record, all discrepancies that do not align with the existing conditions as shown hereon provided. NV(S)870.22 . 'Diggers Hotline Ticket # 20221712455 for public utilities was ordered for this survey. 9 private utility locate was performed on this project by Private Lines Inc. Please contact Private Lines Inc. at 715-445-5383 with any private utility questions. . POINT OF BEGINNING, INC. HOLDS THE RIGHTS TO COPYRIGHT IN AND TO THESE PRINTS, DRAWINGS AND DOCUMENTS. NO REPRODUCTION, COPYING, ALTERATION, MODIFICATION, USAGE, INCORPORATION INTO OTHER DOCUMENTS OR ASSIGNMENT OF THE SAME MAY OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF POINT OF BEGINNING, INC. 0 2022 POINT OF BEGINNING, INC. GATE . fix- ; `�'� 4�';, :;..> „u.'." r,; y/ ELEV OUTSIDE MTA FENOE� 880 OVERHANG ELEV OUTS DE E ! i LA T IM�R� D DOOR 881.20 WITH GATE E E r r , ,,. /) . LOA 104HANDRAIL I C-„ L LEV OUTSIDE 1 DOOR 881.13 ----� \\ j w ELEV OUTSIDE F.F.C. 894.48 -- 1 /ilil DOOR 881.23 - •� ELEV OUTSIDE ;• Yxi � F.F.E. 881.14 .,CRETEDOOR 881.07,,,H R P E V OUTSIDE ELEV OUTSIDE •• ...•,•„ BORING #4 ' ELEV 892.50 / IA E 0 L A E DOOR 881.23 DOOR 881.20 �` _ �, F.,.. I p ;, �} NOIRE OVERHANG , T . - _� -'\E� i --- / II I - �� - 1 1 1 I/ J - tAST iGIARK i I �- \ , r 880 VERHAN --__ _ �, � OCA 3 I �� 0 G 3 L TIO�� i � f f :�s� ao I r --- g F� \ - -- CO 0 I N I ( IR IC q 1. N N R �I \ ss ; BORING #3 68 - /y w\ �, , � I \ !� N C N R T P�D RIM 876.06 ELEV 880.68 \ 3 Ii K ) � IN --877- �- CONCRETE 0 ���,'y I RIM 876.43 co �\ BORING #6. \ \ lon � 1 I INV(NW)868.98 1n 1z"sr 1 T 12"Sr 18"st ELEV 879.02 3 3 \ w, INV(NW)866.07 18 sr� 18"Sr G A�� 1 CONC TE RIM 876.53 N I � .. \ - INV(S)865.66 / INV(15"N)870.08 I \ ,C j � a® INV(E)871.29 SE / \ \AI G WAL BORING #7 \O RIM 877.67 ELEV 889.51 F` I _Q \ NV(SE)869.93 -878 I I I I INV(N)872.75 ('\ 1/ \INV(W)870.03 BORING #5 INV(W)872.39 \ ( ,J\ 1 i I II� I' w . wI / I %_ ELEV 877.73 / �- �� �� � i� ,I BORING #11 \ �,�879� �o �� \ 3 90 I"rl • ELEV 876.81 / �, BORING #8 / `, I � i / N - " ELEV 879.97 � \ 1,, I �_ II \ n x w eco \3 \\ 1��88� Iml --- L V - E- T -E _E -E E E 11 E E\E 5 \ ©\ �� 8� � CONCRETE - WOODED AREA -� � _\ 87g_ 1 7- � \ __ \ 878_ _ ^^^ -�I - / / \ '' UNABLE TO LOCATE BORING #9 BORING #10 \� 1 I RIM 891.13 INV(NE)886.99 c9j d'j s� ELEV 887.05 O LAST MARKED W ELEV 88D 79 m \ W I I I I I ro DRAWN: CHAD A. GORETSKI I r L p. ON I O U -4 O I Cl) I I I I ._ = _ CIOL.0 � � - I I I 0) ILI I �L� U N A I 1 - - U7 - o�\ I EL _ .C:(3) I Q •9 (_ O`_ � j O � C- � U N0 - O, _ ; ::;- `yr ` \\ \ Jam\ _� % \ ) 9 GOES \ LOCATION I I I I I ` \ � _ �. \ _ � � \ �,'\= = -_ � ,\ W W W �W_-L-,v- �\�O/ i RIM 878.30\ BENCHMARK #1 \, e i \ - \ \, s� ELEV=882.59 INV(NW)868.10 \\\ \\\- ,�\ � r✓ t l �� .,,:... \\ INV(NE)870.34 \ /� 875 \ N__� \ \V� `� _ C CRETE \ ���A / 875 INV(S)864.22 \� . -� A \ \ \ \ -\ / ��_ I \`- sLL 3 UNABLE TO ILOC TE �!'; ',. / \ I , ` \ i RK #2 WHERE PIPET GOE \ �_ M RIM 875.82 \ n � WOODED AREA `' I' WOODED AREA W \ INV(N)859:88 N ` \ ELEV=893.67 X f 870 \ �:. / ��\ o NV(SE)859.87 00 BORING #12 \ \ WV(NE)879.85 2 d'�q f CONCRETE 11) \ ELEV 874.73 W \ \ �_� \`14 co I INV(W)879.85 Mw ��... �� 50 \ A I --- \� 8 8 8 6 SS 6 1 .1 5 87 - - _ -,>.:. 8"ss 8"SS "ss �� - _ 1 1 .20 � O I � 875 � _ / 8. � � � 8 ss--�-8':ss\�8"s "ss "ss ' ss ss 3 sl _ % s - �-----, \ I \ ,: .: I I I , �y ,_ - , , RIM 891.21 o _ _ - x, . I � ..:.,... ,.. ... _. .. ....: � INV(E)881.01 o � � 24 CULVERT _ ., ., __ ... . , .. � > ..: O 1 a � � � � ,, ] O � I � m � •..., O _ INV(S)882.87 \ ::. F � ! s INV 863.42 1 �� I s CD r �1 / i I R M 87 :8 8 0 i 5 BORIN G 13 � , i O i Irk F �f i O � �O y i' / / \ ---- / \ .� INV(E)863.60 ) ELEV 884.27 CN �\ \' -�� � �� ��/��_--S�a� - � ��� ,�-�� r // / INv(Sw)863.58 � � \ � t- Iv ��I O8j `•.� F------- � \ F 9 \ \� � , `� V II o 890 \.._\ \ �_ �_-- i 9 9 p i \ ss -- \ 5 \; \, 4 9 9 q 1 O I SEE SHEET TS 1.1 -•--•- - \ - --�`- J -$� - '\ / - -•-- --•--.I I -- \ .- - - -- - ----. - •- --• - - -I -- -- ---•--•- q,� ) --.--.--I - v MATCH LINE �j `.�. / o . ' 9 9 9 9 19 9 I \ 87 9 I 9> 9 9 9 �' \ I \ J, �\ 9 9 4 p p 9 4 9 9 � �- MW \ I Q \ \ / ` 65 4 9 9 9 p I p p p 9 9 y �" ss N �\ a \ 8 \� 9 9 9 ss RIM 866.72 `� �\ `�v Q� I oo /��/ \ / 9 I 9 , , , 1 7 , 9 I 4 �,INV(NW)853.16 �� � BORING #14 �\ \ r11 ' � v\ � � \�'�. � ELEV 879.00 V v V �\ V \ \ V �, O � I N 4 9 9 9 4 p p ��/ 86C) �-- p p p \ \�, , NV(NE)852 05 / Z ,-,� ,11. 4 / \ p I INV(SW)852 03 \ / 9 9 9 p p 9 p p 9 p 9 / p.9999 9p99p999ppppp /. __J /- wI / QI I . it, . \ - ~ I =I n� CO �� 9 9 4 9 9 9 9 p 9 �,�-' Fy - A ��, ���� � 3 i' .. 9 9 9 4 9 9 % --- �� �� U I `O / / � �j ��� - / /I f .., , :�11 / RIM ss .. - p 4 a 9 I __ ---- / �_- A / I ; 865.05 ' 855 9 / q ( INV(NW)850.51 / 9 9 4 \� 9 b 9 9 \ \ i/ `� v \\ _ _\ �I ----- INV(SE)850.48K./ / 9 > > 4 > b I > p B59 - _ ------ - '/ //�� C v) 1 �'.I I 4 . q f - -� 1 I p p , \ \ - ---- ---- - I / q _ - / T l 86 �\ \ / , I, rn f I , �, v 1 \ . ---- - _ dJ / f\ / / / / 9 % \ \� / / / / / ' \ : 00 $ / �. A - i i , - _ - - I I ' 9 \ 0 I \ .. i i \, Q N 00 - p 1 \ \ w \ \ \ \ \ Ii O : 4 9 9 b \ r-) 00 \ / / - --- - o 1 \ \ \ / Q /, -- \ \ � co _ ' ' _._---, i ...`:. (D 001600 \ 1 \ \ I 7 (O o cbro \ \ --_ _ � (O 00 00 \ \\ \1 \ 1 ` ` 1, ` \ r \ \, \ I 0 - i / - I ' cp \ \ \ \ / I � / /i u h \ \ ,\ \ i ' / / WOODED AREA cA v \ \ \ / IN I / ! ,' O i _ 11- iD t? V \ \ A, \ V\ \ opo I �� % � / % '� � 4� 00 \ R V I \ \ �V F �� A \, X A� / o w0 _ `9�_ A � � A / / \ 0,Q � �� �' ` 884 \ V V'v,� A y v \ (/ _* h o . \ � /` _� _-� � � \ \� / �\ ,b �� / v I /� \ i \ / , / \ \ \ / _� / v v v ��� w / / / \: o Ai 11 A \ _ BORING #16 v -- A \� �� Z I h ., / � -.861---- ELEV 861.39 ,, / \ � � \ � w \ H \ / ( / q`o `� RIM 865.90 �® / \\ \ I \ \. / / l I j I INV(N0850.50 " \ � \ \ ,,''\ � \ ' / ' / \ / I �� \ I �n C 1 INV(SW)850.49 % ` \ 1 ( � \\ \ / / f I 0 r / \ \ o w i z �^ \ I \ ss y �A �_,� \ \ \ / ' \ 862 \\ V 00 \ \� 00 00 � ) I / --- - ":, \ / o `•, \ \ ��S RIM 887.18 - \ INV(E)875.77 // I/ i �.�,,�:'.' � _ 3 a; � \ �66, = � '��� A INV(12"SE)883 3 - .. - -� I/ ') ) / \ \ i A / �O / �5 / .,� __ ® 24"ST V \ / \ _ 0� y _� �5 ul A NV 873.75RT RIM 886.75 i' 4 / / / / = INV(12 NW)883.89 �/ / II /. /� /� ��� / I i, / � V / -6, �°�° \/ / % / / ( /�� / s \ / / / / /,. \ \ J \ - /�/ ,/�\\ � � RIM 864.78 � / V I V - n ' I �� \ y % / / INV(NW)849.42 867" ; I��� / INV(NE)849.72 / rod \ _ /' \ INV(S)849.40 __ - IINV(SW)849.80 --/ /� /`1 ��� � / I I s� �o^ / I WOODED AREA ��/ j\ i / � REN /, �O / \ „ �� / P i �, � i� � \� o ; / W000 / -- -- / \ D �� // . r \ �� 6 ._ / / / �� 865 86 Ib \ 1 /�/ 1 WOODED AREA \ I / I BORING 17 Z W E P # \ / STEREO SREES PR X66\ELEV 866.13 / / j' / . / / PREP t 1 i � SCP V � i TREES r� 0 �' - EREO � // ',� 87 �� \� -SOPS / © \ \ / �I /� i \` 86S / XAV O Q � / ss� % \� \ �\ O O b 8 \ /, X8 1 �� \ �t / ��� ��� � JI 87 RIM 866.88 \ \ g i �� 1 Qi r: INV(10, :�l I to "SE)848.58 \ 1� / /' INV(W)848.79 \ i U_I �, / �6 / I �� RIM 868.52 co \ \� 0�� j / Q/I I z ��9 ) INV(E)859.81 0 / A(b / QI 1 / / / INV(S)859.78 �•. \\8 \ \ \ / \ �q / 11I/ I�' �$O \J U / /// \ eco WOODED AREA \ / s� SS �� `�'�•� \ / /, J / //00 / �� RIM 865.35 \ / i / �\ 1 �\ \ A �• BORING #18 \ i \ \ /�� 0 ` DK 8 0 i i , /�b/ / \ / 5 0 , i / i �p NV(10"NW)848.32 �, i /' ; / �\ cP� 22" WIDE LITY \ INV(S)848.27 �', A ELEV 863.46 22' WIDE UTI TY /0 `b g� ��I /' i j / / \ EASEMENT P �. ,•..-.-,_ - - 1 �� SCATTERED TREES AREA EASEMEN PER ;' _ - - // O iP DOC. N0.428 0 \ \ 'n - -•-•-• •-•-•-•- - - --•-•-•-•- � DOC. NO. 28810 / SCATTERED TREES AREA _ _,� _ Q� cP _ -V ,- ;� -.-�•-•-• -r --•-/-•-•-• •-•-•-•-•-•-•-•-•-•-•-•-•- - - - - - - _._ _ j� ) `\ I I, N RIM 869.91 _, -'�,,_J / _ _ i^ ; AREA 88� i \a \ _ INV 15"E 866.44 RIM 869.87 _ I �I Z ' / \ ;, / � j 'N, i ' L] / \� �. A LAST MARKED INV(S)866.37 INV(15"W)866.26 11 ----- ,�_ /.,G:.rl ��•y• - ,Q CONCRETE . .. L� Tom.. - .. .. \ .. N i�� i / T T 7 -T --T �-- '.J e D� -� s ' _ / �r , \ i T T T T T T T r / 0 FO F0 - �_ o FO FO - - T �D� _ - S- 89125'07- W- E -_F CO 122.51' _ 1 W W W -S 89*25'07" W W W W w W W ��nW-n_�u �MW�c--tea, W -E MW M - MW- xx x/xO �MW -- -_ _ % / i / / j / / r7I \ ro\ LAST MARKED o--------- -- - X11/ ��Z 8I� gyp' ^tp \ / 0 % i f r) `\ \ 11 ° LOCATION SOUTH LINES - 1454.95 - `b _ - -- -/ -- - -- - - / --,L-- ----�--- -- g ^ O h a - - - 8j2\ - - - - - - - - LAST MARKED - \ d, \ \. � \ 26 3;23' cP SE CORNER �� �b q� YIX/� W� 1� 0 �n LOCATION - - E �� �� 0 cpm cP J W�� d5 ��� cp�� ��� cp�� cp�� �,� �9> ���� SEC. 19-29-19 77 $9 C.T.H. UU LAST MARKED =_ C.T.H. "UU" - - - LOCATION RIM 872.20 o RIM 869.90 ^e RIM 871 .39 - - - - - - - - INV(N)860.81 ry \ INV(SW)867.28 INV(W)860.82 INV(N)865.61 INV(15"E)865.76 RIM 870.00 N INV(S)865.60 _ I INV(15"W)866.21 0 J RIM 873.81n INVERTS TOO DEEP TO . MEASURE �s REVISIONS i CHECKED: JORDAN G. BROST DRAWN: CHAD A. GORETSKI DATE 5-12-22 PROJECT NO. 22.408 D+ 5 U a 0 A4 0 H IN INS 1.2 i CV CN D p. ON U -4 Q � (. ._ = _ CIOL.0 � � - ." 0) C U �L� U N . Q - U7 - () � EL _ .C:(3) 1 Q •9 (_ O`_ � j O � C- cin U N0 - O, ,, C: `i ) Lri U d ��� INS 1.2