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4.a 7 Scandia C2 Demolition PlanI � INV=1031.05 I 1 I Scandia Trail North State Highway No. 97 I I BITUMINOUS _ Approximate operty Line SF SF—� SF SFS—--, EDGE OF BITUMINOUS SF SF 1034 — — — SFJ"r S S �� SFS— SF— SF 0— NV=1031.52 _ � 1033 ASF SFS _S� ��__ - /t72% IN — _ 3 _ NV=1027 t� <G 10 — _ i / �� , - �� Q 1032 ,-Approximate R/W Line 1034 TEL i' TEL TEL 16� / �/ // / / / / �/ / 1029 SPIL�r/AY - SFS SF TEL —�--- TEL IO / / / / ' //_/ _�� __ J uSF TEL�TEL ' / / / —/ 103I SPILLWAY - \ F _� TEL - — TEL TEL TEL TEL TEL — — TEL 22� / To3� TEL g - -� X x X 10227-' / �_ �- �� y SF x x x TEL / =/ / �/1�o��—� o SF y03¢ w LANDSCAPE MONUMENT SIGN 03 / o �! w rMOM mom mom 5�-TR 'TA"I" TR/ / / ITR / x SF L0] ANSI' Xx—x R„�x "��� �X / l / o Na •6„ / INV=10 . 6 /\P / / W C 17 v=lozs;pjlOSy 1034 _----- / IU M I N O U S 6"TR Q � \ LANDSCAPE C11G R A V� L \\\ I 6 \ � �� • 4"TR �� I N I I A_/ O %,l� � I I \ BALLFIELD / \ \ 2 wO c' TEL J I 10 STATUE I1 I 1 8 I I • 2"TR • 5"TR • 5"T ° \O�j6 �Q� • 2"TR 1 i 1038 ���roo 2 • "TR 1 • 2"TR 1 / REMOVE EXISTING TEL /037 TEL WALK & CUi & BIT / BusSTALLS REMOVE EXISTING - FENCINGT _ — / c� / \ 1 V Q� • I6„T TEt2 < / < RIM= 1036.40 INV=1032.20 P TR � � � � � If r � • II'TR ._ P NDPS O / i "TRI 4 TR P 1038 • 7„T I / fIbi 103 ,....\ P woos Ld / tE� QNS-�Rv w M c� Q” BLEAC ERS BENCHPPPR� PP\NG 10- N° PER ops • 3"TR O J SEL 4' / wV TEL SEL -------------DEMO EXISTING & � L a FLARED ENDS CO STRUCTION LIMIT2TR 10"TR;' E` ! INV= w 141 SF � TEL 035-13 \ "TR "TIREL �2"TR ` TRIS \ R 12 TR 12"TR "TR 2"rR C �S '2' R\�(\ N N P "TR � 12" 12��T 'TR % "TR 12"TR 12"TRWOOD CHIP PLAYGROUND TETHER ,° u_ CB P z I O�v A p /1038— + �cY[, =1037.92 , TR w - �` o I RUCTION LIMIT CONST 'i y1 ' N CLdCB / • 7"TR ,,1038— RIM=1038.40 ABANDON EXISTING STORM RIM=1038.12 * 18"TR m N o I IN PLACE & FILL WITH SAND. 6"T w yy� TR . 7"TR 7"TR I / • 6"TR o -OVERHANG P IP Pm PROTECT EXISTING GAS, ELECTRIC &LJ I I�J % 6"T Q LANDSCAPE _ w I 6" FR •. I m 6 TELEPHONE IN THIS AR�g � � COORDINATE WITH ME HANICAL / I AND UTILITY OWNERS. 1 IVv� ��4OA v REMOVE EXISTING (hI , o \ JUL- meow �STM Hv` CONCRETE WALK � N1V=1025ip THSD= "II T - i 0 C ro U U) i N 00 N Ln c a� ;_ I U O 0 L U) 'i a d- 0 d - Ln r, 1-40 N X 1038.92 Scan /a Elementary School RUBBER MA BITUMINOUS 14351 Scandia Trail North �o� PLAY AREA \ \ DEMO A PORTION OF EXISTING Z 6 ' WALKWAY AND RAILINGS AS SHOWN J ° (A 03g'•2"rR >, I q DEMO EXISTING • 2"TR STORM SEWER AS N SHOWN I G R A V E L � N I Z REMOVE EXISTING / � XA Iv 11 v v CB ROOF DRAIN \ BALLFIELD �1 A A Cm .\ r q WOOD CHIP PLAYGROUND 3"TR B RIM=103830 ' \ I \\ vv • IM=1038.26 1043 \ 1 =1101.6t \\\•Io"TR / REMOVE EXISTING 5"TR o I 11)L3 / o "TR . v SHED � I woe I f ti \ V STMH GRA E L yc/y MV=1028.82 12"PVC 9( <<BENCH - - � ------------ �O� I �1 I I 1 2601 .. - — — - /0 /A P ' R TR _ / _ o THSD- / 104t-- _ / / 38. 0 - SF - + /_44 6,� —1043—_ SF r -� SF- YARD DRAINw�FIM=1038.35 / SF•`�7 ' RIM1038.09 J / 1 X30"TR 24 TR \\� �ARD DRAIN + \` \OR°� J V ? = MV 000 "Ile/ R C�If� /104 — _\ Approximate property Line � y_ o 1 = o 105? Ws 0 40 80 %7=mI 1 SCALE IN FEET DEMOLITION NOTES 1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES AND RECORD UTILITY DRAWINGS FROM THE CITY OF SCANDIA. LOUCKS ASSOCIATES DOES NOT GUARANTEE THE ACCURACY OF INFORMATION PROVIDED BY OTHERS. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 5. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 6. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT SITE. SAID ROCK ENTRANCE PAD SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT. SEE SHEET C5 FOR DETAILS. 7. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE SITE PERIMETER AS SHOWN AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON SHEET C5 & C8 OF THE PROJECT PLANS. 8. ALL CONSTRUCTION ACTIVITY INCLUDING STOCKPILING, STAGING & PARKING MUST TAKE PLACE ON-SITE. a. TEMPORARY STREET SIGNS, LIGHTING & ADDRESSES SHALL BE PROVIDED DURING CONSTRUCTION. 10. CONTRACTOR SHALL OBTAIN A CITY & COUNTY PERMIT FOR OBSTRUCTIONS AND WORK WITHIN RIGHT-OF-WAY. PERMIT IS REQUIRED PRIOR TO REMOVALS OR INSTALLATION. 11. PROTECT EXISTING SITE FEATURES THAT ARE NOT NOTED FOR REMOVAL. IF DISCREPANCIES ARISE, NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION. 12. WE HAVE SHOWN EXISTING SERVICES BASED ON CITY AS-BUILTS & A GOPHER ONE LOCATE. THERE MAY BE SERVICES THAT ARE NOT SHOWN. 13. NO WORK TO BE DONE OUTSIDE OF CONSTRUCTION/SILT FENCE WITHOUT PRIOR AUTHORIZATION FROM ENGINEER. 14. THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL SERVICES MAY EXIST THAT ARE NOT SHOWN. 15. SANITARY SEWER SERVICES ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY LOCATION & REMOVE. LEGEND X x x x x x x x x x x x REMOVE EXISTING FENCE REMOVE EXISTING UNDERGROUND UTILITIES REMOVE EXISTING CONCRETE C REMOVE EXISTING LIGHT POLES REMOVE EXISTING BUILDINGS REMOVE EXISTING BITUMINOUS EXISTING TREE TO BE PROTECTED SEE 1/C1-2 EXISTING TREE TO BE REMOVED �t CONSTRUCTION LIMITS TREE PROTECTION NOTE: INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTFNTInN nF THF n\A/NFR AND I ANWAPF ARC'HITFC'T TREE PROTECTION SCALE: 1/2" = 1'4" EXISTING TREE TO REMAIN DRIP EDGE OF TREE 2" X 4" WOOD STAKE, POSITIONED AS NOTED. STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS. EXISTING GRADE Tree Protection. DWG CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. MARTIN PE VZNER ENGINEERING 8o3o Old Cedar Ave. S Bloomington, MSI 55425 Voice: 952"854-1876 Fax: 952-854-1948 KRECH, O'BRIEN, MUELLER & ASSOCIATES,INC architecture Structural Engineering Interior Desig 6115 Cahill Avenue Inver Grove Height Minnesota 55076 651.451.4605 fax 651.451.091 komainc@komainc.com .. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. I hereby certify that this plan, specification or report was prepared by me or under my to ion and that I am a duly Licen es I En r under the laws of the at f M n sota A ' o ell P 41352 Date 6/19/17 CITY SUBMITTAL z aJ J o O Z V 0 GC Z a_ W H C J 2 . n W'— J11111113 W Z ~ M M W ZLn _ V� v PROJECT: 16174 DRAWN BY: GAJ CHECKED BY: VJV DATE: 6/20/2017 REVISIONS: 6/19/17 Bid Pack 1 6/20/17 City Submittal DEMOLITION PLAN