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HomeMy WebLinkAbout2022 BSURVEY LEGEND These standard symbols will be found in the drawing. ,4' SANITARY SEWER LINE STORM SEWER LINE o� OVERHEAD UTILITIES LINE BURIED ELECTRIC LINE ,,v' �i APPROXIMATE BURIED ELECTRIC LINE PER MAPS FROM OTHERS BURIED GAS LINE APPROXIMATE BURIED GAS LINE PER MAPS FROM OTHERS BURIED TELEPHONE LINE APPROXIMATE BURIED TELEPHONE LINE PER MAPS FROM OTHERS BURIED WATER LINE APPROXIMATE BURIED WATER Z LINE PER MAPS FROM OTHERS GUR1ED F18ER OPTIC'S HNF BURIED IRRIGATION LINE /.� CHAIN LINK FENCE LINE (UNLESS NOTED OTHERWISE) EDGE OF BITUMINOUS oo' CONTOUR LINE _ 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 oe. UTILITY MANHOLE 0 WATER VALVE HYDRANT ELECTRIC MANHOLE ET ELECTRIC TRANSFORMER ii ELECTRIC OUTLET F[g] ELECTRIC BOX a3 ELECTRIC VAULT LIGHT POLE POWER POLE FLOOD LIGHT BOLLARD GUY WIRE A TELEPHONE PEDESTAL 0 FIBER OPTIC VAULT 0 TRAFFIC SIGNAL 0 PAYMENT DROP-OFF BOX ♦ GUARD POST/BOLLARD METAL POST VENT PIPE CLEAN OUT © CONTROL BOX AIR CONDITIONING UNIT SIGN ao FLAGPOLE d MAILBOX a LANDSCAPE BOLDER TIr -'nCT' m v5 Q B1RD HOUSE ACCESSIBLE DOOR OPEN BUTTON BUSH/SHRUB 0 TREE PINE TREE 0 GRAVEL AREA 0 RIP RAP AREA 0 TRAIL AREA ® BRICK PAVERS 0 WOOD CHIP AREA METAL GRATE 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. BENCH MARK 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 o; ss RIM 872.40 INV(NW)851.87 'o NV(SE)851.87 ss o 9-1 E1/4 CORNER SEC. 19-29-19 N 89° 2000" E 2050.51' 1 CROSS -HATCHED AREA IS I / I WATER MAIN EASEMENT io CR055-HATCHED AREA IS \ \ PER DOC. NO. 527969 AND I cO / • WATER MAIN EASEMENT SANITARY SEWER EASEMENT 1 0 / PER DOC. NO. 527969 AND SANITARY SEWER EASEMENT\ \ PER DOC. NO. 553260 C14PER DOC. NO. 553260 400� - _•_•_ _•_ _.... _ 880 �� I V 4, i i i /SCATTERED TREES AREA - '-__-WO ODED AREA �O � 6 -- - REVISIONS 9/12/2022 C.A.G. C CHECKED: JORDAN G. BROST DRAWN: CHAD A. GORETSKI DATE 5-12-22 PROJECT NO. 22.408 & 22.435 Cy- 9) SURVEYORS NOTES 1. A 60 YEAR TITLE SEARCH FOR RECORD EASEMENTS / ! / �' 12" CULVERT WAS ORDERED FOR THIS PROJECT AND WAS PERFORMED / \ INV 872.79 i " NDUITS 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 0S 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 & SEPTEMBER 12, 2022. ` DATED THIS DAY OF ------ ---- ------------------------ JORDAN G. BRO PROFESSIONA ND SURVEYOR NO. 3009 cONs * ' JORDAN G. 13ROST S-3009 = STEVENS POINT; W1 w "0 SUR Pa� Pill,o W P� 3 QUO / 00 / EL Cl UNDERC N ROROUND ELECTRIC CO I C ED WITH CONCRETE AS EYED ON 9-12-22 1 ONCRRTE W W W W W ly MEQ- ME E E E E E Ems --E �/I LAST MA 1 LOCATI N AST MARKED-�' w _J /� N i LOCATION �� � W BENCHMARK #4 �b0' g� C NCRETE Q� I [ELEV=880.25 w 10 GATE RIM 877.55 ELEV 877.46 / FUEL INV(N)873.56 I % rLAI° ' $$6 � �) BENCHMARK #5S ED ONCRETE 1 ELEV=892.88 Q �w /' o GASP MP X AIR �� C§ 1' U� i- 0 �' / E' Irn o� CONDITI N RETAINING VYAL-L / / E w 00 00 � UNDERGROUND ECTRIC Ck3NCR T / l � � C DUITS ERED WITH C RETE � 1 880 - y SU' ED ON BORING 1 -1 2 4 �u w ' 3 4 ELEV 878.84 v� w 4GENERA ON CRET O`er Z 0 4 ' CO ETE PAD® w� BORING F- �A TJUND �Np___199Q $ ELEV 880.83� O � / 41 `-ANi�ARY i FVE E -- _ - � � w1 '� v ���� A`3 `. 1 RVEYH E ON E GRATE 9- 2 22 RAC I - ��w CONC;RL'E E x - GR TEE OVCRHANG GONG ETE / w w FF I -ELEV OUTSIDE ELEV OUTSIDE ELEV OUTSIDE DOOR 881.05 x BENCHMARK #3 DOOR 881.13 ` \` ELEV=879.35 w O DOOR 881 13 J d OVERHANG 6' �E LAST MARKED OVERHANG-- LOCATION Mw cD LANDSCAPE C° BOULDER 001 3 w A\RE1E �o BENCH N _ P •�� MEMORIAL �000�o '!� !�� ` �°' �� .E \1.1� ST. CROIX COUNTY COURTHOUSE BUILDING' ELEV OUTSIDE � PLAQUE Co � CO�� RE E � I i DOOR I ( w ♦ � �F CI I.V �U SIDS 1 �DU10R_8541^ 1�� - LANDSCAPE 1 _ 0 � � 881.15 � �^ BOULDER I C NCRETE LI E Al I G A� \ERHA-LIG4 _ R D - �� n rC iii s I „° �. i�r� EI V 0 RTSIDE� ELEV OUTSIDE ME FENCE 880 LA T M n I LO A 10 I 14 'KAI! <i ELEV OUTSIDE \ --- TI ---EV OUT DOOR 881 13-41 L F F. u94 48 4 W - �° - ELEV OUTSIDE NCRETE) x W 400R 881.23 F.L 881.14) DOOR 881.07 O O 1 / I ELEV OUTSIDE ELEV OUTSIDE I1 BORING #4 1 N E 0L A E DOOR 881.23 DOOR 881.20 ELEV 892.50 I`O V11 R IP E � NCRET� �tAS�-i�1AR EK D LO OVERHANG � OVERHANG !� 1 880 LO ATION I 'I ii - w j 80 ; to IR ,C N ITI N R ss s a0 BORING #3 80 Oo !0 N CONCR TE P D RIM 876.06 �, ` ELEV 880.68 INV(E)870.88 -877 n CONCRETE 0 q � L RIM 876.43 " BORING #6 s'° I I i 12"ST 1 ST -12"S \ a„Sr ST--_,ELEV 879.02 NV(NW)868.98 1 0 00 xta„ ! INV(NW)866.07 /a"sr �u n CONCRETE RIM 876.53® O j INV(N)865.66 INV(1 5"N)870.08 wETAINTNG WALL #�� w s % r INV(S)865.66 cAacrl 93 BORING 7 WETLAND AREA s 1 INV(E)871.29 S'� �� RIM 877.67 ELEV 889.51 F 9 9 e BERNTSEN NAIL FOUND \ j I �� \ INV(SE)869,93 ---a1 INV(N)872.75 \ \\ 1 Q i INV(W)870.03- BORING #5 INV(W)872.39 A PIP I ELEV 877.73 W w \ 8 BORING #11 \ S�9J p 3 \ 9p I GATE j O ! ELEV 876.81 rA ❑� \ `f I% �; BORING #8 1 I RIM 891.13 O ELEV 879.97 w A� INV(NE)886.99 l _ - E E- E 4-E E E- LE �, �.® A. CONCRETE 1 bx„ E :, I x. , S E as O O ° L 8 �, � � . �'�� � CONCRETE I �� rn _-- -- --- 879 WOODED AREA �, i 878 - - O BORING x 9`� BORING #10 89 - CLIENT OWNER - \. - ELEV 887.05. LAST MARKED / 880 �> > 4f-WHEREUNABLE�IUPEL�OES ELEV 880.79 LOCATION', �\ u ST. CROIX .COUNTY ! , `� ----_ � '-_ ---_ ,-,- , �_ - =_ - E E �S w w w 1101 CARMICHAEL ROAD _ \ \ RIM 878.30 \ �/� BENCHMARK #1 E HUDSON, WI 54016 INV HUDSON, 'a)l/ �� ELEV=882.59 ____ `� INV(NE)870.34 ��� --- --- \ C CRETE,. 875 � �. ,<, --. ---- _ ------ INV(S)864.22 ° � ----� �_ 875 °j i --- ;.-- j - --- ---- -_-� BENCHMARK #2 WHEREE IP LOC TE o, i \ s ; RIM 875.82 - -- - �_�W�O \�� AWOODED AREA �q� /- ELEV=893.67PIPET G0E -- INV(N)859.88 EA - - A'0 87 AR RIM 889.40 �d q� - NV(SE)859.87 �� BORING #12 INV(NE)879.85 o d'�-� CONCRETE q� �� % �W pa ��_ _ / E 73 INV(E)879.73 � ��ELEV 874 IOU � O' s0' 100' �� W - - - - 86s Mw 00 INV(W)879.85 fl / Q0 w, RIM 871.50 j ,� SS g"g� 8„SS � g"SS 8"SS 6 47 i ���� 7 "S 8"SS 8"Ss 8 S 3 1 r° - so' �p f INV(NW)851.15 8>0 875 �� ,.s a"ss e"s ss INV SE 851 20 l x / �' RIM 891 21 X _ NV(E)88 1 .01 O �- _� � I 24" CULVERT � `° � I � I I + \ \ \ i �- � 4 --- �p I I NV(S)882.87 N / /\� � \ }\ O _- � s INV 863.42 � I BASIS OF BEARINGS / �; \ \\ S ��O / i / ----� s I d I NV(W)881.01 i Cil �% \ RIM 87 � v - .� �- � 5.88 � �BORING #13 P7< +�- N THE EAST LINE OF THE SOUTHEAST 1 4 OF SECTION 19, �� s INV E)863.60 ELEV 884.27 / VO �o '.� _ INV(SW)863.58 M TOWNSHIP 29 NORTH, RANGE 19 WEST, BEARS _ _ s -- N 00°51'13"W AS REFERENCED TO THE ST. CROIX COUNTY / -878 9 q COORDINATE SYSTEM, NAD83 (2011). R 9 9 9 - 090 00 Lr) lU , % j 9 ss __j I MATCH LINE �� s - / i , , g7 5 � � ATCH LINE � _ i -- - - -- -- -- - - -- I �� a ,. I r, 49499 1 N Q U cP� cp L o -� �� 9 9 9 9 9 4 4 9 `� 1 > Q � 0, E SHEET TS 1.2 SEE SHEET TS _ S 89°25'28" W 808.37 A 9 v 1.2 -01 - i - ,� U p. O % - 9 9 4 . MW � 7�'� U TILITY DISCLAIMER 5 6 � > > Lri 9 4 9 9 9 9 4 9 9 9 r RIM 866.72 1 �v BORING 14 I valve A ces i.e. manhole rims al I and appurtenances # The locations of all above round utilities , g PP ( d N ����� �/ 9 9 4 9 9 g p p q NV(NW)853.16 \ ELEV 879.00 �� box covers, hydrants, transformers, etc.), of which can be visually inspected, are shown di � I � � � � - � � � �, � �- � � � � � �- � � I U � � � +- hereon based on actual surveyed location. Run elevations of sant sewer and storm p q p p p I NV(N E)852.05 y O q q sewer manholes, of which can be visually inspected, are shown hereon based on �', �� $ ��INV(SW)852.03 II 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 00 shown hereon based to visual inspection, field measurements, and as mapping, if available. If depths, sizes, and material types of pipes are shown hereon, based on \� as -built mapping only, they are noted accordingly, d are considered approximate. � � Visual inspection means what can be seen from the ground surface. Point of Beginning CO / / �� 9 9 q Q 9 9 p did not enter into manholes to complete visual inspection underground. / Z 4 9 9 p 9 9 9 _- - -- - 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 B - a p q 9 9 9 y 9 --. - _ r provided by the Owner/Client, and markings by utility companies and municipalities RIM 8 65.05 81`5ry P `� INV(NW 850.51 / 9 9 4y% . 9 9 9 p, p j ----- - -- � ('Diggers Hotline') and other appropriate sources (with reference as to the source of Q information), Additional utility lines not discovered, marked, or shown on as plans NV(SE)850.48 / ' ' g59 - a exist. An available to us, during the search of records and the field survey, may y contractor using the information shown hereon will be forewarned that any excavation 877 upon this site may result in the discovery of additional underground utilities not s o 9 y p 9 9 9 - hereon. POB makes no warranty of any kind, express or implied, with respect to the i - -- �_ 1 _ existing underground utilities and appurtenances, of which are unable to visually /� /� / / 860 - --__ �� O ��p inspect and/or field measure, whether shown hereon, or not. Prior to construction, it / q i � 1 \ \ f �'. 00 the contractors responsibility to field verify locations, depths, sizes and types of a _ I - --_-_ � � to Ill 00 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. `- - " r QQ i / � � A to I *A private utility locate was performed on this project private Private Lines Inc. Please �� A\ �� _ _ �, %� < - , I contact Private Lines Inc. at 715-445-5383 with annvate utili questions. �- o / �° _ �� i ; /�`,� I Point of Beginning 0 00 L ' m� ,O b POINT OF BEGINNING, INC. HOLDS THE RIGHTS TO COPYRIGHT IN AND TO THESE ��� �Ej� /,ry/ �� ���00 �� PRINTS, DRAWINGS AND DOCUMENTS. NO REPRODUCTION, COPYING, Q o i / ALTERATION, MODIFICATION, USAGE, INCORPORATION INTO OTHER DOCUMENTS �� ) 0 OR ASSIGNMENT OF THE SAME MAY OCCUR WITHOUT THE PRIOR WRITTEN z U W� ' �� I PERMISSION OF POINT OF BEGINNING, INC. ��� WOODED AREA �� �% ©2022 POINT OF BEGINNING, INC. \ /� �.� % /' / /�V \