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� <br />�����'� <br />. a ��a. <br />�,��OCI���� �UI�DING ���I�ION <br />C1.00 TITLE SHEET <br />C2.00 GRADING, DRAINAGE g EROSION CONTROL PLAN <br />C2.10 STORNWATER MANAGEMENT PLAN <br />C2.20 EROSION d� SEDIMENT CONTROL PIAN <br />C3.00-3.10 OETAILS PLAN <br />L7.00 LANDSCAPE PLAN <br />THIS PLAN SET CONTAINS SEVEN (7) PIN1 SHEETS <br />GENERAL NOTES <br />1. ORANGE MONOFlIAMENT SIIT FENCE TO BE INSTALIED OOWNHILL FROM ANY OF THE <br />GRADING ACTIVITY. <br />2. FlELD DECISIONS MAY 6E NADE REGARDING PLACEMENT OF SILT FENCE IF THERE IS <br />NOT ENOUGH ROOM FOR EQUIPMENT TO WORK IN A SPECIFIC AREA. <br />3. CONSTRUCT AND MAINTAIN CONSTRUCTION ENTRANCES AS SHOWN ON THE PLAN OR <br />AS APPLICABLE. <br />4. INSTALL AND MAINTAIN INLET PROTECTION DEVICES AS SHOWN ON THE PLANS OR AS <br />APPLICABLE. <br />5. SITEWORK SHALL BEGIN ONCE ALL APPLJCABLE EROSION ANU SEUIMENT CONTROL <br />DEVICES ARE IN PLACE. <br />6. STREET SWEEPING SHALL OCCUR WITHIN 24 HOURS OF TRACKING. <br />7. SILT FENCE TO REMAIN IN PLACE AND TO 6E MAINTAINEO UNTIL APPROVEO REMOVAL <br />BY PROJECT ENGINEER, CITY ENGINEER AND RICE CREEK WATERSHED DISTRICT INSPECTOR. <br />8. ALL OISTURBED AREAS WHERE COMPACTION OCCURS AND SEEDING IS TO TAKE PLACE <br />MUST HAVE THE SOIL BROKEN UP TO A DEPTH OF AT LEAST SIX (e) INCHES BEFORE <br />REVEGETATION. <br />9. ALL AREAS WHERE TOP SOIL HAS BEEN STRIPPED ANO REVECETATION IS TO TAKE <br />PLACE NUST HAVE A MINIMUM Oi AT LEAST FOUR (4) INCHES OF TOPSOIL SPREAD <br />PRIOR TO REVEGETATION. <br />10. SEED AND MULCH OISTUR6ED UPLAND AREAS WRHIN TWO WEEKS OF FINAL DISTURBANCE. <br />11. TEMPORARY SEED MIXTURE SHALL BE MNDOT SPEC. 3876, MIXiURE 7, AT A RATE OF <br />35 PLS Lba/ACRE OR 500 AT A RATE OF 50 PLS tba/ACRE. <br />12. MULCH RATE SHALL BE TWO (2) TONS PER ACRE. <br />13. SEE FlNAL LANDSCAPE PLAN FOR SITE REVEGETATION SPECIFICATIONS. <br />14. A 2008 NPDES GRADING PERMIT WILL NOT NEED TO BE OBTAINED. <br />- CONSTRUCTION ACTIVITY SHALL OISTURB LESS THAN 15,OOOSF <br />- IMPERVIOUS AREA TO BE ADDED IS LESS THAN S,SOOSF <br />- SURROUNDING AREA IS COMPLETELY BUILT <br />15. SEE FlNAL GRADING, DRAINACrE & EROSION CONTROL PLAN AND EROSION dc SEDIMENT <br />CONTROL PLAN. <br />16. ALL CONSiRUCT10N MUST COMPLY WITH APPIJCA6LE STATE AND IACAL ORDINANCES. <br />77. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION <br />PERMITS. SUBMIT A COPY OF ALL PERMITS TO THE CITY ANO WATERSHED DISTRICT. <br />18. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE NECESSARY <br />TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED <br />BY THE CONTRACTOR AND APPROVED 8Y LOCAL AUTHORITIES. <br />79. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE, UNO. <br />20. NO FINISHED GRADES SHALL EXCEEO 3' HORIZONTAL TO 1' VERTICAL (3:7), UNO. <br />21. SEE GEOTECHNICAL REPORT AS PREPARED BY STORK TWIN CITY TESTING. <br />22. CONTACT GOPHER STATE ONE CALL PRIOR TO ANY WORK: <br />TWIN CITY AREA: 651-454-0002 <br />MN TOLL FREE: 800-252-1188 <br />23. PROJECT ENGINEER: DEREK R. LASH, P.E., CPESC, 763.354.2378 <br />24. PROJECT MANAGER-ESTIMATOR: JOHN HINK. 763.354.2374 <br />25. SUSTAINABILITY CONSULTANT: MARK APFELBACHER, LEEO AP, ASLA, 763.354.2363 <br />GRADING PLAN SCHEDULE FOR ATTACHED GRADING PLANS <br />MOfE 1�OYE iREP Ni0 OFM FNL MC 10 E CIEIREO MO Wp169EC. YE GI�UIMO PWI FDII OETAILL 1M3 WT !E OOIE PM00. lU M9iAWTpN OF <br />ENOlO�! CONIPOL YFA9UR6 fAUeNi Of 9NYP! lHNL BE WME AFfiA EFFECIIVE EFOS011 00lI1Rp. IFA91PE9 NS N4IWE0. <br />NOfE Z HAN SIIRNO TOPSOIL bl E1USfINO BUIIDW NFA. AIEMORt SfL1LL 9EOIN OMLE ALL IPPl1CIelE EA0410N AIO SE09pR WNIN0. 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