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CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 IMN. TOLL FREE 1-800-252-1166 66 GENERAL NOTES I 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. I 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPOSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 932.27 4. SAFETY NOTICE TO CONTRACTORS: 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 PERFORMANCE OF THE WORK. CBTC THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE V CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL 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. TRAFFIC CONTROL DEVICES SHALL CONFORM TO ' APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 6. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER ' V MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY "WASHOUT" OR OTHER TOXIC MATERIALS. 7. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 8. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE DRIVEWAY AND PARKING LOT SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE / 66 - SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER AND AS SPECIFIED. V 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE / REGULATING AGENCIES. 10. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE BITUMINOUS AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT. V 11. EMBANKMENT MATERIAL NOT PLACED IN THE BITUMINOUS OR BUILDING PAD AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.3F2 OR AS DIRECTED BY THE SOILS ENGINEER. / 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE PARKING LOT AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED o IN MN/DOT 2105.3F1. EMBANKMENT MATERIAL PLACED IN THE BUILDING PAD AREA SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. ° 13. TOLERANCES: ' V _ a. THE PARKING LOT SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. b. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE ENGINEER. c. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/ INCH OF THE SPECIFIED THICKNESS. ' 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. V 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE OR GUTTER LINE IF CURB. EXISTING CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. ALL PROPOSED CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS AND/OR CURBS. / L j 18. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 19. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION OR AS DIRECTED BY THE SOILS ENGINEER. ' I POND GRADING 1. THE CONTRACTOR SHALL AVOID COMPACTING THE POND BOTTOM. RUBBER TIRED EQUIPMENT SHALL BE PROHIBITED WHEN WORKING IN THE POND AREA. V 2. THE BOTTOM AND SIDE SLOPES SHALL BE STABILIZED WITH THE SPECIFIED PLANT MATERIALS WITHIN 7 DAYS OF COMPLETING THE POND GRADING. ' I 3. POND SHALL BE GRADED 12" - 18" ABOVE FINAL GRADE UNTIL SITE GRADING IS SUBSTANTIALLY COMPLETE. 4. PRIOR TO PLACING ENGINEERED SOILS, NATIVE SOILS IN THE POND SHALL BE DE -COMPACTED TO A DEPTH OF 12" - 18". CAUTION NOTES: LjjTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 3 � g33 _ _ THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED C SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. �I °4r)` 3 TO OF ERM=9 2.4 I T - 934.- I' V � -7- ST1 I i q� ro 0) TC 934.80 g34.2 Cr)a� BIT 934.30 J � rn rn N - - SEE DETAIL A- 935 V M rn TC 934.95 rn ' - rn BIT 934.45 - \ I I HWL=931.87 _ _ TC 935.40 EOF=9�2Q rn - 935 00 - - _ \ BIT 934.90 00 ` \ 35 _ _ V = ' 934.16 TC 935.10 I �� _ 932.94 O ST -3 BIT 934.60 - I O N - POS o _ E� B v'L Cq S i 9 FFE=935.533 K 3TR�r o STS TRU o - 9 0 � � o l/� 932.93 3 � V 35 00 L0 s X 6 6 I L _ 35 00 ' 30.22 0 3.60 HW_ _ L 932.44 BTC I - z - / I -hor 1 rf z� L -y`L � � � °� I FUT� UR2gEXPgNS��N ,9 � � � 4j0 _ x64 _� o z 933.46 Gt- ST-6 w 5 DETAIL A ---- _ <� C) o J � o w20 � yp. _ 934 -� _ - 932 �o Z o 3'11 _ ni _ M r _ �✓ �� 3 __9 9333 934.13 _ - FILL AREA - GRADE TO DRAIN TO FLARED END 0 F INV=929.0 l 934.06 V 932. N F - - / 0 .92 / GOVERNING SPECIFICATIONS:60 - - TC 934.9 - 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATI-ON STANDARD BIT 934.92 � TC 934.80 SPECIFICATIONS FOR CONSTRUCTION LATEST EDITION & SUPPLEMENTS. \ 9L3E.43 �I \ _ BIT 934.68 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES TC 935.16 TC 935.16 SPECIFICATIONS. LATEST EDITION / BIT 935.16 BIT 935.16 ( )- - � , -2 60 935.40 TC 934.92 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL 3 /� / 0 30 60 BIT 934.92 TC 934.50 BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. / I �jLE BIT 934.00 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. O 6r = GRAPHIC SCALE IN FEET 0 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: GRADING PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. 4mOl