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4.a 9 Scandia C4 Grading PlanTEL i 0 roU i N 00 N In W c a� ;_ I U O 0 L a) 'i IN V=1031.05 y 5a \°1°° x � rk o- x ti ��� x �°� / / ^ x °a / IStatre Highway No. 97 Scandia trail North • BITUMINOUS \ -Approximate Property Line Li 0 E � x � \ tiN` EDGE OF BITUMINOUS ��c - tiO \ X� i 0 INV 1031.52 xLTEL- " 6 INV --1027 NV=1028.41 x -° °2 _ << y Z ti1oz� to ° � � x� � � -; < �9�0 : - �� �o'" J �� �0� � - Approximate R/W Line /x2 i \ i� I I / / % 0 Xo`/ �, I h TEL �� /� - pp - TEL TEL // / l I w x ° TEL TEL TEL - ` �� TEL -TEL - / SPILIwev-00 ° x v - TEL - - TEL ti - TEL - - I - °TEL_�%TEL -TEL xxx 0� . x / x X \0 0 $ LANDSCAPE MONUMENT SIGN ®Ld I // TR - TR "TR/ . l TR i'?�- ! x X x x ) /OS�9 \0'S � \ A ` -x�x x \ I N INV=1028'0g� a \ ( ti 17 05�x x 1035.6 a'-�\oT�4�\ J / X °Oc� w w \,-- oX ° n. INV=1029.11 x \0.yp�� / / 1036.` �_� 0 L0 I / I - D / 6"TR 0 0 BITUMINOUS \06p. 10 / \ o� 06� r � �0 �� �G � LANDSCAPE i �X ° / y6 � 050 ��\ M X12 �o x °o� x w ® BIOFILTRATION BASIN 0 GRAVEL /\0�6 • 4 TR J TR < I 1 4 �o�5ti "� 106' B A L L F I E L D ; 5a e x� ° G 0 i w 0 �Q� X D- TEL z I 0°. 4� F m /Ld w x0 / 10 � � i03 0�0"l x X �0�09 - - - \0�& / �0�0 ���� 8 ST / m °�� STYE 0� Q / x \00 ✓ \Jj 6 a a q 0 0 / x ' I r0 8 I I o T ✓ 2"TR • 5"TRS �2' TR I 6 I / °/ 0 0 6 G h 0 \0[ 1\0 w �-----�- 6---- s \0�p� g6 5"T N I 0 0 x j I�. d w 0100 -' x 2"TR c�sr 0°6 - a ti 1 JE 006° 0�b °N0� f >' BLEAC ERS BENCH PPpER �PPpINO " / _ I / / o e 0 J • 3"TR j \�� ) • 4 TR ! .i x \ C\ X / �n TEL b EL -� °h TEL TES TEL ' SEL 7 0 \o 0 \ j � x '°�� ° ,° x 5� X- 7.1 USSTA x � x /`0°/ �� 38 ? G� . X00° a 7 6 06�C f •18� RSb11 o CD <r_o X 12"TR T`IE INTO EXISTING I ° - - x. PAVEME .. EDGE � �0. � �� � TEI- nIT �- / i ti o, ° w X w r - �X 1©;a.1 �ioss.r�- � tAR-RRDX. 1038.5 _T - 4 x 7.2 _T SEL T-12" R / C -� • 5'TR 2' TR • I2"TR 2'TR x a �0� 0�6h / EX -37. �`a F 12"TR TR \ �C!/1. o l� 6 / SMH \ , 11 �5• • I8"T' x °0 1 5 i 0 / 12 TR 14' R �O0 < - RIM 1036 40 to 0a rte' /// �I 0� r "V=1032.20 0 / X 36.5 2'w -y:- ;"TR 2 TR 0 I •6TH X 02- 12'TR2"TR36. 0TR _ 1 ' 8 � WOOD CHIP PLAYGROUND w \050 l j l �` ,'.(ev1 "7R ., X o0� 03 49 `� 009 `�o�$ k x �0BALH COURTS 1 6"TR `SJ1 • 7 T. / ao X �I'I ` ° a` 0384 3�f 37.0 p3 2.Q� X x \ V I� RD - • 6 �� o TCS g0 37.0 0 o°a6 \� I CB =1037.92 -Io3zs2 N cv w G L-3 .5 \ I I _ CB 03 RIM=1038.40" y 17"TR r B'6 I / 0 I RIM- i038.12 8g • 18"TR y ° ' y. 1 037.5 `�� °��p 5 ��'f @3Z . 5� \00y_ 00�'I RD _ RD �, "�.l�" �� X I % / / / • 6 T w vyf � • 7��TR 7. T nW • 7"TR -� � Q� v 0��. �` �, �; 037.5 I x I i • 6"TR o 38.3 0 k\ w 5 w z �q x Y I X o: 0 I / 611;R '6 / a LAMS. - -'7 = 0 7 u4D - - w x`09 / x �l� N ' ! 38. r/ ��/�/ 3 \00 I I / / •• 3 t 9 I V I •,� 1 0° / 38• p I I 0bb \ w v 395 $0 m U \ � �' ~38.x° a ,�' 0� I STMH 38. a��-P--9 - x RIM=103(,.40 - _ - 6 TEL -- MATCH INTO EXISTING GRADES / NV=1025.10 SD= - - I 15"PV < �i 38.92 Scandia Elementary School • I �RUBBER MAT �81 MINORS / 14351 Scandia x p b BITUMINOUS Trail North / PLAY AREA i ° < x -"y ° F � / x x �0 \ _ _ ' 037.5 II \ \\ \k °0 • 2 TR : 2"TR - - 8.6 z i X 3.1% c4 I 0�0 00w�o�v�� I GRAVEL 0 0 X °0 y 1 `\CB I - �3"TR CB �� RIM=1038.30 IRO N \ xx°�D B A L L F I E L D I' IM=1038.26 / I 0. M II WOOD CHIP PLAYGROUND \ I �dt ��ag • 3"TR 5 • 5"TR iD °T• IO"TR °0�6 (38. ° II A�\ x o I I �_°38_4 c0o5 _ �o�� ti EX -3 X 001 3.1 % STMH ----/ �-�0-3$--------� ��ogI°0° RIM=G36.82 GRA E L J I 037.5 I '% N X-37.73 ---- ° I 0�a ( X 0P, /y INV=1028.82 12"PVC L� 5 «-------- o�g 38. 3 .7 ° o o BENCH \ 2 r DF 38 i • Iz TR 4 * -� _ 0 '-- � � 4 TR � • 6"TR 70 - TW -1039 in GW -1039 / I / x R ► 'TR_, X-38.6 HSD- - x 0�o x o� . f s ° 3 38 1 TW -11 TW -1041.5 �� °j /D� /�h/ 7.3 039.0 666 /////// 3 / x\o GW -1038 -� \ 6YOD DRAIN 38.8 /� /f GW -1039.0 0kti. 24"TR RIM- .09 J 0 RD i 36.7 B YARn nRe.l TW -1043.0 x *30'TR \ IM=1038.35 1.8�-------37-aiE-------��----------��. 0 a° 0 \pp . �36.4 3_�------------- -- EO --= GW -1043.0 TW -1042 �'--x------t--� .� --- L� GW -1042 T TW -1040.8 W-1042.5 GW -1037.0 / TW -1991.5 TW -1041.8 GW -1038.8 / TW -1045.0 GW -1038.5 GW -1038 + 1 � GW -1041.3_. .- o�� \ _ I TW -1044 TW -1046 --Approximate Property Line °,SFAPPROXIMATE LOCATION OF PROPOSED GW -1042.0 GW 1042.3 '=V 2 -TIER RETAINING WALLS 01 0 40 80 0�5 . Pl�Vro°rqe UPPER WALL -TW -1046.3 X \o� GW -1042.9 LOWER WALL-TW-1042.6 GW-1039.0 %7%= x SCALE IN FEET GRADING 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 REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF BUILDINGS, VESTIBULES, SLOPED PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS, ENTRY LOCATIONS AND LOCATIONS OF DOWNSPOUTS. 3. 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. 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. 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. 6. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, AND CITY REQUIREMENTS. 7. ALL SPOT ELEVATIONS SHOWN REPRESENT FINISHED SURFACE OR GUTTER LINE ELEVATIONS UNLESS OTHERWISE NOTED. 8. CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY PLAN DISCREPANCIES. 9. EXISTING UTILITY LOCATIONS AS -PER CITY AS -BUILT PLANS AND FIELD SHOTS. 10. SEE SHEET C4 & C5 FOR EROSION CONTROL INFORMATION. 11. GENERAL CONTRACTOR MUST VERIFY ALL TIE IN GRADES. 12. REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION. 13. ADA ACCESSIBLE ROUTE SHALL HAVE A 5.08� MAXIMUM SLOPE IN THE DIRECTION OF TRAVEL AND A 2.0% MAXIMUM CROSS -SLOPE. 14. ACCESSIBLE STALLS, ACCESS AISLES AND 60" TURNING CIRCLES SHALL HAVE A 2.0% MAXIMUM SLOPE IN ANY DIRECTION. ABBREVIATION LEGEND FFE=FINISHED FLOOR ELEVATION TW=GROUND ELEVATION AT TOP OF RETAINING WALL GW=GROUND ELEVATION AT BOTTOM OF RETAINING WALL HP=HIGH POINT LP=LOW POINT TC=TDP OF CURB GL=GUTTER LINE LEGEND EXISTING B12 x9725 NOTE: CATCH BASINS RIMS ARE 2 INCHES LOWER THAN FLOW LINE ELEVATION. NOTE: SPOT ELEVATIONS AT CURB LINES INDICATE BASE OF CURB AND GUTTER LINE (I.E. FLOW LINE) ELEVATIONS UNLESS OTHERWISE NOTED. 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 / DR 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 RECH, O'BRIEN, DUELLER & ASSOCIATES,INC hitecture Structural Engineering Interior Desig 6115 Cahill Avenue Inver Grove Height Minnesota 55076 651.451.4605 fax 651.451.0917 komainc@korrainc.corr .. 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 rdire on and that I am a duly Lice n 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 PROPOSED TOPOGRAPHIC CONTOUR "�_800�_ SPOT ELEVATION X 800.0 DRAINAGE SLOPE X.X STORM SEWER 00 STORM MANHOLE O CATCH BASIN SANITARY SEWER WATERMAIN BENCHMARK EMERGENCY OVERFLOW CONSTRUCTION LIMITS NOTE: CATCH BASINS RIMS ARE 2 INCHES LOWER THAN FLOW LINE ELEVATION. NOTE: SPOT ELEVATIONS AT CURB LINES INDICATE BASE OF CURB AND GUTTER LINE (I.E. FLOW LINE) ELEVATIONS UNLESS OTHERWISE NOTED. 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 / DR 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 RECH, O'BRIEN, DUELLER & ASSOCIATES,INC hitecture Structural Engineering Interior Desig 6115 Cahill Avenue Inver Grove Height Minnesota 55076 651.451.4605 fax 651.451.0917 komainc@korrainc.corr .. 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 rdire on and that I am a duly Lice n 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 PROJECT: 16174 DRAWN BY: GAJ CHECKED BY: VJV DATE: 6/20/2017 REVISIONS: 6/19/17 Bid Pack 1 6/20/17 City Submittal GRADING PLAN J Z O C a ce Z a_ Z i W H 0 Z Z,Ln Ln LLA '- Q J W M Z Q M Z LA 'a 1..�� VM 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 GRADING PLAN