08/09/2006 P&Z Packet - Laserfiche WebLink

Home Search

• • • a Pi GRADING, DRAINAGE, AND EROSION CONTROL PLAN ARL O LAND' S89'27'24 "11 65.00 \ (BITUMINOUS SURFACE) 4.---MAILBOX RACKS i1 , „--EX CURB & CUTTER- O 1 6 R A I N A G E & ss_ ssf arm ar- ar UU7 L ITY EASEMENT —J aF ■arm arm sr a ti ar 1 LOT 3 SELO GAR: 912.0 LFE: 907.9 LO: 911.9 `—)L FENCE r. 5 5 r A 910.9 911 910.9 5 49 140 909 LOT 4 SELO GAR: 912.0 LFE: 907.9 LO: 911.9 -- : * &P/\, \_J n 'T0 LOT 2 SELO GAR: 912.0 LFE: 907.9 LO: 911.9 1 1 1 X 1 1 910.9 DECK 6.27 0 86 r' R � 011 4 . CD . Nr 41 1St 1 e -PVC VENT , n6O ones 0.226 /////44,t////////// EXISTING HOUSE .I WeO 0 D D 40 DRAINAGE SIK S89'27T24`.8 O T I B I T Y E A S E M E N T ' ' , 165.00 —Ex CURB & GUTTER LOIS LANE (BITUMINOUS SURFACE) --EX. CURB & GUTTER SILT FENCE REOUIREMENTS FABRIC AS PER MNDOT SPEC. 3856 8' MAXIMA/ SPACING BET/JEER STAKES 2' 65688186 EMBEDMENT OF STAKES 1' MINIMUM EMBEDMENT OF FABRIC 3'%3'X8' WNIMUM DIMENSIONS OF 5100D STAKES HEAVY DUTY SILT FENCE PFA MOOT SPEC. 3886 SILT FENCE WOOD POST M No. 500 GRADING LEGEND w EXISTING CONTOURS PROPOSED CONTOURS SILT FENCE DRAINAGE ARROW GRADING NOTES SELO LOCATION MAP NOT TO SCALE 9 NORTN 1 H,« 1r'' '.1A SECTION B, TOWNSHIP 31, RANGE 22 ANOKA COUNTY, MINNESOTA. RECEIVED JUL 2 5 2006 CITY OF LINO LAKES n PROPOSED HOUSE TYPE (SPLIT ENTRY LOOK OUT> GAR: 9 1 2.O_ — PROPOSED GARAGE ELEVATION FLOOR LOVEST LFE. 9 O7.9�f PROPOSED LDVEST DPEN OPENING ELEVATION LO: 911.9�� PROPOSED CONTOURS REPRESENT FINISHED SURFACE ELEVATIONS. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER UNE OF CURB. EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON RECORD DRAWINGS AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO EXCAVATION, TO REQUEST EXACT FIELD LOCATION OF UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING UTILITIES WHICH CONFLICT WRH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR TO CALL GOPHER STATE ONE CALL (1 -800 -252- 1166) 48 HOURS PRIOR TO EXCAVATION FOR LOCATIONS OF UT(UTIES. CONTRACTOR REQUIRED TO PROTECT THE TREES TO BE SAVED. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TRIMMING SERVICE TO TRIM THE TREES. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSUMED INCIDENTAL TO THE GRADING CONTRACT. CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM FOUR INCH DEPTH TO ALL DISTURBED AREAS TO BE SODDED OR SEEMED. THE PROPOSED GRADING PLAN INDICATES FINAL GRADING AFTER THE HOUSES ARE CONSTRUCTED. THE CONTRACTOR SHALL APPLY A HOLDDOWN OF 2.5' ACROSS THE BOLD PAD LOCATIONS DURING THE GENERAL GRADING OF THE STE 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 TOPSCLL SHALL BE GRADED TO WITHIN i INCH OF THE SPECIFIED THICKNESS THE CONTRACTOR SHALL COMPLY WRH THE REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY - NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT. CONTRACTOR SHALL BE A CO- APPUCANT WITH THE OWNER THE CONTRACTOR SHALL COMPLETE THE REQUIRED INSPECTION REPORTS AND BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION CONTROL DEVICES. EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. A STABIUZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAW-TAMED FOR DURATION OF PROJECT. ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND GREATER THAN EIGHT FEET IN HEIGHT, SHALL HAVE EROSION CONTROL FABRIC INSTALLED. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS NOT TO BE SODDED. SEEDING SHALL BE PER MnDOT SPECIFICATION 3876 APPLIED AT A RATE OF FIFTY POUNDS PER ACRE SEEDING IN POND AND INFILTRATION AREAS SHALL BE MIXTURE 310NWT (NATIVE NET TALL) IN ACCORDANCE WITH MnDOT SPECIFICATION 3876 APPLIED AT A RATE OF 82 POUNDA PER ACRE MULCH SHALL BE PER MnDOT SPEGFlCATION 3582, TYPE 2. THE MULCH SHALL BE APPLIED IN ACCORDANCE WITH MnDOT SPECIFICATION 2575.3. F1. MULCH TO BE APPLIED AT A RATE OF TWO TONS PER ACRE. MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT. 0 S 0 H Z 0 Ozw c z v) J2 ZZ °w f`Y � O GO LA) D- 0 z Lai 0 O LINO LAKES, MN z zQ <_i a L5J J 0 Q O c; z z Q 0 (DJ C9 L DEEMED KG CRAW KG PROJECT ZEJO -015 DALE 07/24/06 PEST E 1/1