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Home My WebLink About0702824410083-10232013ohw ,ohw ohw ohw c_picktc„b e • 876.4 Ca)l)srrfl...LICT t El-read t-I-Jce 1.1911r.nn 876.4 TC 876.5 TC 876.0 TC 876.4 TC .18832 ........ 883:2 •La83,1 883.1 EXISTING HOUSE 883.2 APPLE10 882.6 I 8 0.9 24-DEAD OAK 18 882.9 882.7 882.2 885.9 885.8 99'3 PROPOSED ELEVATIONS GARAGE FLOOR = 877.0 LOWEST FLOOR = 875.2 FIRST FLOOR = 885.5 PREVIOUS FF = 884.5 AREA CALCULATIONS TOTAL LOT = ±7,852 sq. ft. Proposed House = ±1,748 Sq. Ft. Proposed Porch = ±114 Sq. Ft. Proposed Driveway = ±547 Sq. Ft. Proposed FP 8c Cants = ±19 Sq. Ft. 75.9 CE 876.0 C-CE 1) 875.4 SMH8.90I clLr Locrs 876. Ln 881.9 ... 6L9 .. '78:2........ 878.0 877.0 879): 1 I 1'-Z3' . 1 (I) '41-0 4-- 0 4 83.1 I __„885:--- 4 6'7 (5)d. 882.3 X 884 0 °,9, mAptEi8 litv---o4 •., - co 20.00 0 11.92 c‘i 149.8- v3.1, (150 dttsc) 64.83 11 „ LIF e s ' ±30. DRIVEWAY GARAGE ' 877 . 87 ..... .880. ..... 149.84 ... s 611,MMMEMMIInr= aer vw, ••• aiD , 32.91 1 CANT 7.1 re) X882.5 2.50 I w 0 882 tv1,4 E10. 879.2 • • .vd) 879.2 \ .021 34: 63 63 •-•,1 -.I Go r I 882.0 549%. 57-9761- r--. MAPLEI: 0 I, i 60 . ak.i..71, 60 CO 1. a ' 4 878.6 TNH M 875.9 TCOCB 876.9 TC io Oct 4,4; ilef, , 9 •:.-1 PROPOSED (aErTION "- (2e) , , i? DIRECTION OF F0,11AGE , METAL OFFSET SP1KKZ" EXISTING WALL IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET 1 011 2 DENOTES EXISTING ELEVATION. ohw DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE DENOTES SILT FENCE DENOTES UTILITY POLE DENOTES BITUMINOUS i.9 876.2 TC 876.0 TC 876.8 TC c 876.6 TC v X . 149.84 N89°52'57"W EXISTING HOUSE 876.8 ... to' 42ND STREET WEST 876.8 876.8Tc TC aD afo CP 47 879.5 879. 879.4! .880 ........................ ................ 2. .... 881 ........... S.89°52 .......... 411. co co c.4 co csI qI • • -1710.6 PROPOSED HOUSE FULL BASEMENT 62.33 > 879:9 v. .4 --->- 3 886.4 (1023-) DENOTES DENOTES • DENOTES <D=cpcxpc:c> DENOTES • DENOTES X cZai NORTH 0 20 1.11 ( IN FEET ) 1 inch 20ft. 876.9 TC 876.8 TC SEDIMENT AND EROSION CONT OL NOTES CONSTRUCTION SEQUENCING 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE OR 810-ROLL AROUND SITE 3. DEMOLITION OF EXISTING STRUCTURES IF ANY. 4. CLEAR AND GRUB. 5. STRIP AND STOCKPILE TOPSOIL 6. ROUGH GRADING OF SITE 7. STABILIZE DENUDED AREAS AND STOCKPILES B. EXCAVATE FOR NEW HOME FOUNDATION 9. CONSTRUCT & BACKFILL FOUNDATION 10 CONSTRUCT NEW STRUCTURE 11. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL EROSION PREVENTION THE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION AC11V1TY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 20 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 20 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BID ROLLS, SILT DIKES ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRAC110ES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH XS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY A ROCK CONSTRUCTION ENTRANCE. STREET SWEEPING MUST BE USED IF THE ROCK ENTRANCE IS NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. INSPECTIONS AND MAINTENANCE THE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES. BASED ON INSPECTION RESULTS THE CONTRACTOR MAY AND SHALL MODIFY THE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. STORMWATER FINAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAINING AND AVOID CONCENTRATION OF STORM WATER FLOWS. FINAL GRADING SHALL MAINTAIN THE EXIS11NG STORM WATER DRAINAGE PATTERNS TO THE EXTENT POSSIBLE AND PRACTICAL AS TO NOT CAUSE ANY DAMAGE TO ADJACENT PROPERTIES. STORMWATER, SEDIMENT & EROSION CONTROL CONTACT: RIDGE CREEK CUSTOM HOMES ROB ELDRIDGE 4820 W 7716 SI #I25 Edina, MN (612)250-5320 CivilSite 4200 ALDEN DRIVE EDINA, MINNESOTA I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULT LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ISSUE/SUBMITTAL SUMMARY STORM WATER MANAGEMENT & EROSION CONTROL PLAN 876.0 GROUP 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK, MN 55416 CMISIteGroup.com Mall Pavek Pat Sarver 763-213-3944 952-250-2003 763-238-6278 js.acrelandsurveygmail.com 0 11 12 13 14 15 16 17 03 P 112 III 112 113 114 115 116 I 7 110 119 120 .......... MATIREW R PAVEK P.E. DATE 10/22/13 LICENSE no. 44263 MDGE CREEK CUSTOM HOMES