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Home My WebLink About0511621340062-12112013Proposed Top of Block Proposed Garage Floor Proposed Lowest Floor Type of Building - HY LAND SURVEYING, LAND SURVEYORS 11947 Idaho Ave. N. Champlin, Minnesota 55316 PHONE (763) 323-1300 FAX (763) 323-7035 hylandsurvey@qwestoffice.net §urtirgors Certificate •o 919.4 fnc 919.2 X 919.2 10" Tree 919.0 36" Tree X 919.1 919.5 Pine 919.8 920.0 x 24.3 0 TOB .4: 920.9 GF 920.85 FF-922.20 919.9 9.2 1 client. Signed Milton E. Hyland, Minn. Reg. No. 20262 J(90 t---) )o NOTE: PROPERTY CORNERS SET BY DEVELOPERS SURVEYOR "EXISTING" LDK BUILDERS • Denotes Iron Monument Found O Denotes Iron Monument Set O Denotes Wood Hub Set For Excavation Only x000.0 Denotes Existing Elevation C-Th Denotes Proposed Elevation Denotes Surface Drainage Property Located In Part Of SW 1/4, Sec. . 5, Twp. 116, R. 21. ADDRESS: 9700 West 70th Street P.A.@ INVOICE NO 33075 F.B. NO xxx SCALE 1"= 30' FNC 919.1 919.18 TC PP 98.83 (meas.) N8852'46"E FNC FNC Ove ead 'res 919.3 Fe e 918.6 W oi 26.6 41920.6 919.07 Concrete Curb TC 1.0 0 0 919.8 Z Inc 920.7 • 919.7 / / / / 0 • Inc 919.6 e4 r- r- 921.0 920.01 BW 919.42 919 919.0 18" T ee g2 .2 Pho 920.7 Bituminous Drive 920.4 920.1 918.73 TC -CB 919.14 919.08 TC 0 \ GO \ 'CN1 • / 0 919.10 TC 6 TC CC .4- \ 919.02 1"- 919.00 ▪ TC CC ' Tree/ I i 20.51 918.84 TC CC I I I L I \x / I / TC BW 918.28 TC CB 918.37 Concrete Walk 919.26 TC 920.3 918.7 919.0 24" Tree Oh. .6 csi -920- - Ti876 920.1 919.6 Pine 65.84 (meas) N8941'40"W wOverheadw Wires CC CB 918.83 TC CC Co 0 oi Ok 4,// ,?18.9B5WN44<- 918.63 TC EC LO 98.18 plat UTILITY EASEMENT 38.5 EXISTING RESIDENCE 24.0 0. 17.8 Cs1 Walk 411/116 10" Trees BW 919.23 69.70 plat WEST 70TH STREET feemirlk 12.183u -10b -7611% St. ki Ala) CONSTgucnbiki OS1 DEC 11 2013 LOT 27, BLOCK 3, LA BUENA VISTA, HENNEPIN COUNTY, MINNESOTA. This survey is certified only to the above named person or persons and not to subsequent owners, mortgages or title insurers. The only easements shown are from plats of record of information provided by All building dimensions and floor elevations must be verified by client. I hereby certify that this survey was prepared by me or under my direct supervision, and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Surveyed by us this 25TH day of NOVEMBER , 20 13 172.50 (meas.) \0°33'06"W UT imated-oriow V4L%t PO. ,a. • ,a. 44:•.:•zn SEDIMENT AND EROSION CONTROL NOTES CONSTRUCTION SEQUENCING 1. INSTALL STABILIZED ROCK CONSTRUCRON ENTRANCE 2. INSTALLATION OF SILT FENCE OR BIO-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. STABIUZE DENUDED AREAS AND STOCKPILES 8. 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 UMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY 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, BIG 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 PRACTICES SHALL REMAIN IN PLACE UNTIL ANAL 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 AS CURB AND GUTTER SYSTEMS. OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORM WATER. 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 MA STORM WATER RUNOFF. STORM WATER ANAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAINING AND AVOID CONCENTRATION OF STORM WATER FLOWS. ANAL GRADING SHALL MAINTAIN TFIE EXISTING STORM WATER DRAINAGE PATTERNS TO THE EXTENT POSSIBLE AND PRACTICAL AS TO NOT CAUSE ANY DAMAGE TO ADJACENT PROPERTIES. STORMWATER, SEDIMENT St EROSION CONTROL CONTACT: PENNANT CONSTRUCTION LLC DEREK BOISCLAIR 612747.8780 16538 81ST AVE N MAPLE GROVE, MN 55311 NOTES: SEE SURVEY, BY NY-LAND SURVEYING. P.A. FOR OFFICIAL PROPOSED HOME ELEVATIONS EXISTING DRAINAGE PAT ItRNS DRAINING OFF SITE SHALL NOT BE ALTERED. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY TH LICENSED PROFESSIONAL ENGINEER UNDER E LAWS OF THE STATE OF MINNESOTA. MATTHEW R PAVEK RE. DATE 1/2/2014 LICENSE NO. 44263 GROUP 4931 W. 35TH ST. SUITE 200 ST. LOUIS PARK MN 55416 Citn1SiteGroup.com Matt Pavek Pat Sarver 763-213-3944 952-250.2003 (0 --1 uur, 0 Uti I /0k0.-..WAY [NI OA L 0 ,---- 0 PEMV1,1c_ PREQUIRED c-) b CONTACT EfaNEERING fiEFF. (A 952-826-0371 ACY AV NUE Awn/Hi 12-1X1‘, 5100 DEPAR MEM ;! JAN 3 2014 (i.ATY OF ENP q Jn a a 4 aJ o u o o 49.7 0 0 46.7 // -NKr/ ubo 1 CD (D , Ii) n Jr, • co INLET PROTECTION •c,40 co n P mi co DENOTES DIRECTION OF DRAINAGE x000.0 DENOTES EXISTING ELEVATION (=> DENOTES PROPOSED ELEVATION Ei DENOTES EXISTING FENCE DENOTES SILT FENCE DENOTES ROCK CONSTRUCTION ENTRANCE CD I \II: /\ X I 0 0 - -. . - 6\ /3 I i ci % • ) , ' • \ a - ILU ' co1 1 \ X)/ \ Pop I (-1\9 s- Q>aCZ0 1 o \ x ‘ - )( 9 .--------- L__ oc, NJ -u c3 070 C) NJ 0 L_HA I •= 7 '- l ''--F` Pe (0 1 45.0 plat •1' \( \ Co j - 17951-1-•-••006.0.TC60 C-615091\356:00(DCo_74:7- -144 64 /(1 meas.) \O° 2 2 ' 5 8 E - PT --- 11 5 5 \ onstructio • '1, . , - briS3 ' 8- ntrance '• ul _-- 01 .. .0(713 .-7. 111 • • • • Iv 3'0" CA IND cy) 39'0" C920.8) Fri 0 10 cri 000gaaao o89000 0 • 0000 0 00 Pc° 036.1. . (920,13) 40'0 "0 2'0" .0 co 1=1•1( NJ 0 SI LT FENCE 78.7 1\)_ T - (1) ><" CD ('0 (.0 .t - • CD • 0) Z (Do CD CD 0 0_ ="). co 0 (0 - co I I. 1" = 10 - 0" 0 Th SL 4,1 ljIw CoNSrautnonl 5 -0 0 1 0 - 0 /I I CITY SUBMITTAL 5700 WEST 70TH STREET EDINA, MINNESOTA ISSUE/SUBMITTAL SUMMARY DESCRIPTION STORM WATER MANAGEMENT & EROSION CONTROL PLAN 1.0 DATE I/2/14 LDK HOMES