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7v � -, M al / � 00n STMH\z /� PTO RIM-9 CB - �/�/ NV 929.7(E) �� - >> EX. WAS RIM= RIM=933.8 NV-929.6=929.6(N) g ��--- - TON SUMP- PROTECT STORM SEWER - _ - / Q EXISTING SIGN �. - _ _ _ - _ 0(JN% SIGN TOP- 948.2 I EX. C z�� PROTECT OVERHEAD POWER LINE - = / RIM=934.3 `�� REC INV-929.9 ,- --- --- i_ �_ _ = � - _ Nq - ---� PROTECT WATERMAIN s$ �� PROTECT CURB Cly - =3 R Oq --- Y • __°.- - 8"R &GUTTER r A NO - - C \ - - ='� _ T HORS ry ou EX °u >> TING STRIP EX. CB �� _ ❑u - -----------�.-e�----=-------------------- - DHASNOT IE\�BAS ON AERIAL = RIM=932.4 N B R N Z \ --- ° ,�� RIM=933.5 ONFI MED PHOTO _ __ INV=927.1 � --� --_ 2 I T FIELD � REMOVE CONCRETE - w- $'_ - - _ _ OVERHEAD co WALK ------ - ' ' EX CB UTILITY REMOVE REPLACE Z APPROX. LOCATION -° - - = - - _ _ _ E STORM CASTING - c OF WATERMAIN PROTECT SANITARY - RIM=932.8 SEE SHEET C 301 Wi (PER PLAN) MANHOLE - _ - \�� _ _ _ _ _-----8.6-----___ ,,------_ -- - _------ --- - - - EX. S H` - -_ _ --___ --------- RIM=95.4 �W`_ EX. CB INV=916.2 �W °- ° °u --' - RIM- I N V- 9313 PROTECT GAS EX. CB \ RM 932 1 PROTECT HYDRANT _ - W - _ _ _ _ =927.4 I SB-\ ` _ 4 - - _ PROTECT POWER POL & GUTTER URB RELOCATE HYDRANT RELOCATE SIGNAGE PROTECT STORM - RELOCATE POWER POLE / PROTECT CURB - - W- U_ � REMOVE POST CATCHBASIN _ -- -_ ��ll IITTTT / I� RRCONCRETE ' - -- °u G _ - ______ WALK RMAIN - w ' 8I E �8" % „ CP WAT - - ou REMOVE EXISTING DRIVEWAY PROTECT WATERMAIN 20' / \ R PLAN) COORDINATE WITH HOME OWNER /\ gg_g r / r I � TO REPLACE NEW DRIVE CONNECTING FROM NORTH CURB \ / 2 REMOVE CONCRETE 2 / LINE SB-1---------- - p WALK fps" PROTECT SANITARY SEWER0-15#' TWIN / i i SB-14 10' --- jl REMOVE TELEPHONE ® / 18"QUAD I I PEDESTAL -_ REMOVE TELEPHONE - - -4 iSB- PEDESTAL *SB-7 REMOVE TELEPHONE B-15 10' - �OVE SANITARY SEWER TO �711 SB-5 REMOVE TELEPHONE��PEDESTAL EX. CLEAN OUTPEDESTAL -_--/Co RIM=933.2 PROPERTY LINE \/ SB-2--------��---- EX. SMH 1 --___- ------ �, DIRT=924.3 - r� o RIM=931.0 � REMOVE SANITARY MANHOLE I o c M o m _ / (NO LID ON PIPE) o o N V918.9(SE) a �� REMOVE SANITARY REMOVE TELEPHONE ,- o INV-917.3(NE/W) F-, / 0 o m lg• CLEANOUT � PEDESTAL � co zo m o SB=3--------'' o / 24"DBL - --_- SMH Ci o r E D / 71 PROTECT SANITARY,$EWER------__ - REMOVE SANITARY RI = 21.4 > -------_ I -92L4 v PROTECT SANITARY ' ----'- D---_- - SEWER Z Z r' z N MANHOLE < ' - / ` �L v� <it M 0z viv i _�RIM=929.5----- SB 1710 �o_---- ----- _ PROTECT SANIT R\ NV=98.0 SB-10c I - z m < 24r D ' 20 --MANHOLE v RDE/v Om -- wL �'i� w� _ wL� \ POWER POE E N) \ < _ `\ \ P PIPE PROTECT SAN ItARY i o m \� ----_ - {W\ WIRES SB-8i </_ ` MANHOLE ` SB-1'12D'i _ �` z � li i _/ J / PROTECT SANITARY -II APPROX, SMH wL� ` 13"DBL9v / �' MANHOLE / LOCATION ` 4< - / �� (PER PLAN) y - -y I ------ w � ----- V� - ' �. \ N rm --- EX. SMH i EDGE OF DELINEATED \ /ssq . ` Jo o RIM-933.6 WETLAND AS wL\ ?�/ / %wL < �\ V\`. \ \ INV=920.9 t > PROVIDED BY WSB c / AND ASSOCIATES REMOVE POWER POLE Ex SMH v - � �� . � �� z � RIM-91 r- / \ o NV-918. N. \Cn HWL 928.5 ��"1 �� `� �� 4'DBL -- ` PROTECT SANITARY SEWER 7 EGG 0 ' F_0 OHW=926.62(NAVD88) SB 1220' DEMOLITION NOTES EDGE OF DELINEATED L \24" 5°15"`� p ` ` WETLAND AS WIL \� �� ` 70' 6" PROVIDED BY WSB ' wL \\ V vv v\ Av ` 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEY PERFORMED BY AND ASSOCIATES } 24` w� \� \ 24" co X CORNERSTONE LAND SURVEYING, INC., ON DECEMBER 12, 2019 EXPRESSLY FOR THIS PROJECT. ELAN I �� r \� 8 DESIGN LAB CANNOT GUARANTY THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. VERIFY ALL \\ \ �� REMOVE BASKETBALL on o Cn _ 0 0 f - FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY 0 \L� �� v �\ _ __ 32"-12" DBL HOOP POST EDGE OF ICE MEASURED ON _ - DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE \ ��if ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 12-05-19 i `. \ EDGE OF TALL v' ICE ELEVATION = ASSUMED OHWL ��`� ��`� AEDS�GRASS �� o 2. CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN CONDITIONS THAT COULD RESULT IN FOUND FADED WETLAND --' I I \ �. \ 4"TIP R\ r \ 7"DBL PROTECT TREES ADDITIONAL COST TO THE ATTENTION OF THE OWNER AND ENGINEER AS SOON AS THEY ARE DISCOVERED DELINEATION FLAG \` \, \ \-- (TYP) z < SO THAT THEY CAN BE PROPERLY DOCUMENTED. FAILURE TO NOTIFY OR COVERING UN -WITNESSED WORK (TYP.) \ \ \`� J 10"CL`L�M o D SHALL RESULT IN REJECTION OF CLAIMS FOR ADDITIONAL COMPENSATION. `� \ w m �\ N K 8 m 3. PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITION FROM DAMAGE DURING V 1 �1° D 7 CONSTRUCTION. ANY ON -SITE OR OFF -SITE AREAS DISTURBED DIRECTLY OR INDIRECTLY DUE TO ` \ PROTECT TREES � � � � \ � p REMOVE VEGETATION CONSTRUCTION SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING (TYP) CONDITION. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTING FROM THEIR 1\7 \ \ WORK UNDER THIS CONTRACT. 4,4 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE. ALL DEBRIS SHALL BE HAULED OFF -SITE TO A V L DISPOSAL AREA APPROVED BY APPROPRIATE GOVERNMENTAL AUTHORITIES FOR THE HANDLING OF DEMOLITION DEBRIS. WORK SITE SHALL BE LEFT IN A CONDITION THAT MINIMIZES EROSION POTENTIAL ON A NIGHTLY BASE. \ 5. LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THE PLAN. IF WORK NEEDS TO EXTEND TO PUBLIC STREETS OR RIGHT OF WAY IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPLY FOR ALL PERMITS, PREPARE ALL DRAWING AND PAY ALL FEES AND COST. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCES. \ \ r EDGE OF DELINEATED \ 6. CONSTRUCTION ENTRANCE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS. WETLAND AS SEE SHEET C-202 AND C-201 FOR ALL EROSION CONTROL MEASURES AND APPROPRIATE STAGING AND LEGEND PROVIDED BY WSB I SEQUENCING. AND ASSOCIATES \ / I EX. SMH 7. PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS \ RIM-933.8 AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT ,'. REMOVE CONCRETE i / INV-919.0(N/W) THE LIFE OF THE PROJECT. 1 _ __ I I� � i � I I INV918.8( S(SW) 8. REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO CONCRETE APRON, SITE REMOVE CURB & GUTTER ,/ LIGHTING AND RELATED FOUNDATIONS, SIGNAGE AND RELATED FOUNDATIONS, AND LANDSCAPING WITHIN / THE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. X REMOVE STORM SEWER \ I I I 9. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES. ELECTRIC y HANDHOLES, PULLBOXES, POWERPOLES, GUYLINES, AND STRUCTURES DISTURBED BY CONSTRUCTION I ACTIVITIES TO BE RESTORED IN ACCORDANCE WITH SPECIFIC OWNER REQUIREMENTS AT CONTRACTORS � -P L EXPENSE. o1 a OVERALL DEMOLITION PLAN Z z om 1" = 30' J > Know what's below. � � Call before you dig. 00m w z OAK STREET 30 CC] SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW oz/17/2020 ISSUE DATE AMENDED CITY APPLICATION 02/20/2020 CITY COMMENTS 03/02/2020 CITY COMMENTS 1 04/10/2020 D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey,Qf�ll A. 0si4 ONS� C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET OVERALL DEMOLITION PLAN C-01 0 PROJECT NO. ARC19010