11/13/2013 P&Z Packet - Laserfiche WebLink

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L(l O z 0 O 1-- z 0 NW CORNER OF -SW 1/4 OF NW 1/4 OF SEC1KYt 7, T31. R22 N8 360 1 'E ra ,T60.00 Eli 2j�9 ill" MCI wiraucaro RIM 444. lates, ang soda CENTURY FARM NORTH 6TH ADDmON 8r36 19 1289.53 .,,swoose . ■G „ ®.m.._ 111919•111 Mal raffia r s ----- 4E61 -- -,-..I ♦ . _ • y _ f Tr te-- - .ir[ -.>_i- C811'JRY FARM NORTH 5TH ADCmON - 171i.67 ISIWO .. 4r 1"1")11°1 '?,\ oUTLOT B - NN_ 1.1 HIM IRONER °_ I ,1111401 0,4,, 0 Q O. 1- IJ (n: z m 6.97 : N8ry'36.19 "E KM Fit fly i S -- -- 23.26< 'T 2a.PPOJ s. s,? 0 '0 0 • cegl9RY / �� A6W'AIE pl.Y 1 / / NO SCALE NOT 10 SCALE ROCK CONSTRUCTION ENTRANCE 6 FAW.0 AS PM LOOT SM. MS f 111 ,U SPAON SEMEN Sups Y WOWS .11LlB8T OF 50845 IaNrr 11 EONE4T CF MOM YfYl6 IMONA1 IMO MOIS06 or OUT Irmo 5Y4 .T MM OLT FENCE PER MOOT SPEC. i NOT 50 SCALE 32110.2011 i ik 1 Jib 4 W WETLAND 9 2 3o' mIN-Mt pelt TYPICAL STREET SECTIONS 33' I�te' Robinson Drive 44 $41* rte` EROSION CONTROL NOTES 11 r- I iii I 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ( NPDES) PERMIT. 2. THE CONTRACTOR SHALL BE A CO- APPLICANT WITH THE OWNER ON THE NPDES PERMIT. 3. THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE NPDES PERMIT AND THE SWPPP FOR THIS PROJECT. 4. THE CONTRACTOR SHALL UPDATE. AS NECESSARY, THE SWPPP FOR THIS PROJECT. 5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. 6. ALL EROSION CONTROL AND SILTATION CONTROL MEASURES SHALL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL 7. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION INCLUDING, BUT NOT UMITED TO, STAKED STRAW BALES, ROCK ENTRANCES AND /OR SILT FENCES. 8. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF WORK BY THE OWNER. 9. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. 10. THE OWNER MAY, AT THE OWNER'S OPTION, DIRECT THE CONTRACTOR IN THE CONTRACTOR'S METHODS, AS DEEMED NECESSARY BY THE OWNER, TO PROTECT PROPERTY AND IMPROVEMENTS. 11. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM DRAINS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. 12. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. 16' 13. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION. 1f _Future Str 34 pig 3 (PLUS) CUSHION' UNDER CURB (ISP.) 4' OR 6° PERFDRATED DRNNDLE (0 MINIMUM SECTION DETAIL A 1 -1/2' Bit WEARNO COURSE 1118/1700 SPEC. 2340. TYPE 41 2367 TACK COAT Y 811141.1005 BASE COURSE M1/DOT SPEC 23340 TYPE 31 W ARO. BASE CLASS 5 W SPEC 0211 (1004 CRUSHED) (5!E 5 00105 n.4.B) 12' SELECT CLAN. BORROW SPEC. 314028 0E01EXT E FUUTER FABRIC TYPE MA APPROVED SUBGRADE (SEE 5EC11CN 0.4.A13 APO C) 2'(TYPJ -�4 OEM. A Bra ila'S 1RNL 12'(TYP.) T f 14. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. 15. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF PROJECT. 16. ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED, SHALL HAVE EROSION CONTROL FABRIC INSTALLED. 17. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER WITHIN 48 HOURS OF GRADING COMPLETION. 18. THE SEEDING SHALL COMPLY WITH MNDOT SPECIFICATION 3876 AT A RATE OF 50 LBS PER ACRE. 19. MNDOT SEEDING MIX 25B SHALL BE USED IN ALL PONDING AREAS BELOW THE NWL AND MNDOT SEEDING MIX 26B USED ON POND SLOPES ABOVE THE HWL AT A RATE OF 82 LBS PER ACRE. 20. APPLY TYPE I MULCH PER MNDOT SPECIFICATION 3882 TO THE SEEDED AREA. THE MULCH SHALL BE APPLIED AT THE RATE OF TWO TONS PER ACRE AND ANCHORED IN ACCORDANCE WITH MNDOT SPECIFICATION 2575.3. F1. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT. GRADING NOTES 1. PROPOSED CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER UNE OF CURB. 2. THE FINISHED BUILDING SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FEET ABOVE OR BELOW THE PROPOSED ELEVATION. STREET OR PARKING AREA SUBGRADE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FEET ABOVE OR BELOW THE PRESCRIBED ELEVATION. AREAS TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.10 FEET OF THE REQUIRED ELEVATION UNLESS DIRECTED OTHERWISE BY THE ENGINEER. NOTE: I COUNTY DITCH DATA (PER RCM INFO) NWL 895.2 HWL 897.3 0 100 200 SCALE 1' 100' PUD /Preliminary Plat Ammendment CENTURY FARM NORTH PROPOSED EROSION CONTROL PLAN CENTURY FARM NORTH U z - L n r J z z O 2 2 z4 " z J W Y W mo LLJ c7; co 0 E E Cn O 5 6 E 6 6 E T oa�g n n 1 1 1 1 JCJ CHECKED JCJ PROJECT / 912.3030 DATE 3 -11 -13 SHEET / 7aof8