Loading...
HomeMy WebLinkAbout0702824430115-01162015• PUMPING OF WATER IS NOT ALLOWED ON SITE • ALL CONCRETE WASH SHALL BE CONTAINED AND REMOVED FROM SITE I MMEDI ETLY GENERAL NOTES: 898.2 x 898.8 901.8 1 1 I 3 U w d- 00 0 r7 N x 00 903.0 x 902.2 00 ri 0 �►x 3 RWT 902.75 RWB 901.0 4 901.8 902.1 1 RWB"*01.0 99.0 M 902.2 9025 -PROPOSED SILT FENCE LOT=i 10 \ 902.3 n�. 900.8 �° x } x9 $ � 19006. .. 7 -7 7' A All M PL / �a 903.3 903.E i� (905.1) / ,;o 904.2 RWT X903.2 RWB RWT 905.1 G G 904 I EGRESS PATIO 4 q i 1 " x903.6 1 ° 904. 910 12" TREE 904.6 F o I oa' 904.7 °j r.j. 9" TREE904.5 00 5, zLo 17 I - - - - ,�, �- ,� •// - z. N ///rX I a) j70 CO CUD 6 0 o �r..w,w. .. O Z_ F 1 O'er 9 .3z : '�:.x904.3 0 904.6 °" '01 905.1 K --903.7 RWB Iq rri 0 rn Ti 1/ 905.3. 905.25 21" SPRUCE 9D .05 o }o 0 904.15 h� 904.15 903 ✓- X90 5 A 1 18" MAPLE EXISTING DRIVEWAY TO REMAIN IN PLACE FOR -- RROP DRIVEWAY CONSTRUCTION ENTRANCE 902.8 902.9 903.3 -- - - 2-8" BIOROLLS�� 902.55 902.5 902.6 03.0 903.0 903.2 FX.a r 902.4tc.. 902.5tc.. 19'02.9-tc r-\ 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN PROPOSED HARDCOVER SURFACE CALCS WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION LOT AREA = 6,984 S.F. SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE HOUSE/GARAGE = 1,794 S.F. CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER V 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-252-1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL DRIVEWAY AND PATIO = 1,427 S.F. UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO D CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS IRON FOUND SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 5. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED ON A CONTINUAL BASIS BY 0 THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. 6. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER VEGETATIVE W COVER TO HELP FILTER RUNOFF. N 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL ELECTRIC METER WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS TO AND EGRESS FROM THE To = 14 min. CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID 1 = 4.9 in/hr CONSTRUCTION. 8. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR. 9. CONTRACTOR SHALL PROVIDE INLET PROTECTION AT ALL NEAREST DOWNSTREAM CATCH EXISTING DRAINAGE TOWARDS SOUTH BASINS. 10. TEMPORARY STOCKPILES SHALL BE MULCHED IF INACTIVE FOR MORE THAN 14 DAYS. 11. TEMPORARY COVER OF THE ENTIRE SITE IS REQUIRED WITHIN 14 DAYS AFTER THE „ ^ BACKFILL OF THE FOUNDATION. 11. THERE IS NOT AN ANTICIPATED NEED FOR STORING CHEMICALS, PAINTS, SOLVENTS OR _ C 0.039 T, 14 OTHER POTENTIALLY TOXIC OR HAZARDOUS MATERIALS ON SITE. 12. THE SITE SHALL BE MULCHED/SEEDED WITHIN 14 DAYS AFTER BACKFILL OF THE = min. FOUNDATION. 13. CONTRACTOR SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PRECAUTIONS DESCRIBED UNDER EDINA CITY CODE CHAPTER 10, ARTICLE 7 - LITTERING IN THE COURSE OF CONSTRUCTION WORK. SCALE IN FEET 14. THE PERSON RESPONSIBLE FOR OVERSEEING THE IMPLEMENTATION OF THE EROSION 0 10 20 30 CONTROL MEASURES AND FOR ENSURING COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS SHALL BE: ERIC GAMRADT 1 inch = 10 feet DR. HORTON 952-985-7805 "x2"x18" MIN. WOOD STAKE 8" BI EXISTING HARDCOVER SURFACE CALCS PROPOSED HARDCOVER SURFACE CALCS / LOT AREA = 6,984 S.F. LOT AREA = 6,984 S.F. HOUSE = 1,050 S.F. HOUSE/GARAGE = 1,794 S.F. = V FRONT PORCH = 60 S.F. FRONT STOOP = 31 S.F. REAR PATIO = 222 S.F. LEGEND DRIVEWAY AND PATIO = 1,427 S.F. DRIVEWAY = 635 S.F. D TOTAL HARD COVER = 2,954 S.F. TOTAL HARD COVER = 2,711 S.F. • IRON FOUND HARDCOVER SURFACE % = 38.82% 0 w) Directiontion o� M 0 POWER POLE (1,747/43,560).9 + (1,002/43,560).4 = 0.72 W `" Un C _ 0.063 © ELECTRIC METER T� = 14 min. To = 14 min. Z 1 = 4.9 in/hr ® AIR CONDITIONER UNIT Q,o = 0.72 x 4.9 x 0.063 = 0.22 C.F.S. Q,,, = 0.62 x 4.9 x 0.035 EXISTING DRAINAGE TOWARDS SOUTH PROPOSED DRAINAGE TOWARDS SOUTH X900.0 EXISTING ELEVATION Q,, CIA „ ^ (510/43,560).9 + (1,178/43,560).4 = 0.55 (940/43,560).9 + (1,328/43,560).4 = 0.61 Ca>> _ C 0.039 T, 14 C 0.052 T, = 14 = min. min. 00 0 DECIDUOUS TREE Q,,, = 0.55 x 4.9 x 0.039 = 0.11 C.F.S. Q,, = 0.61 x 4.9 x 0.052 Z N CONIFEROUS TREE Q,a= CIA ■ w m `J F7, C _ 0.073 Tv = 14 min. w p' X "¢ 1 = 4.9 in/hr ; _,,. LANDSCAPE MATERIAL Q,,, = 0.58 x 4.9 x 0.073 Z ASPHALT SURFACE Cal`o Z w V) o a. .. CONCRETE SURFACE CS M d.. EXISTING CONTOURS w C ->M .� WOOD FENCE Z 3 L;.; CHAIN LINK FENCEcc Z X(900.0) PROPOSED ELEVATION 0- N CL - PROPOSED DRAINAGE PROPOSED SILT FENCE N•�»•• PROPOSED 8" BIOROLL (900) PROPOSED CONTOURS "x2"x18" MIN. WOOD STAKE 8" BI SPECIFICATIONS AND STANDARDS MWNUM OVERFLOW RALE 214 th O le hwd CATCH BASIN INLET PROTECTION WIMCO ROAD DRAIN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. JODIE L. SCHEIDT, P.E. Date: 1 6 2015 Reg.No. 49542 ka- d- P0 t W F, Z Z W pz. 0 L T 1 • J U) > W Y Z�0 �J o II --1 0 Oz U0�� Z V) a fn W Z 11_� LLI O0 M U O o 00m M O z w Y C\1 E ­4W • O 00 o A" WN� 0 E-4 M M DRAWN BY JLS DATE 1/06/15 REVISIONS CAD FILE 23084ERC.dwg PROJECT NO. 23084 FILE NO. 1-14-070 SHEET 3 OF 3 1V�(ZMdT `� 137221 '11, 0 b 001AJ50N D), VC o/ tjo[VIC PI•P• _t' 01-025-2� t3 oi�5 EXISTING HARDCOVER SURFACE CALCS PROPOSED HARDCOVER SURFACE CALCS / LOT AREA = 6,984 S.F. LOT AREA = 6,984 S.F. HOUSE = 1,050 S.F. HOUSE/GARAGE = 1,794 S.F. = GARAGE = 446 S.F. FRONT PORCH = 60 S.F. FRONT STOOP = 31 S.F. REAR PATIO = 222 S.F. = DRIVEWAY AND PATIO = 1,427 S.F. DRIVEWAY = 635 S.F. D TOTAL HARD COVER = 2,954 S.F. TOTAL HARD COVER = 2,711 S.F. z HARDCOVER SURFACE % = 42.30% HARDCOVER SURFACE % = 38.82% EXISTING DRAINAGE TOWARDS WEST PROPOSED DRAINAGE TOWARDS WEST Directiontion o� M Q,a= CIA Q,a= CIA (1,747/43,560).9 + (1,002/43,560).4 = 0.72 (672/431560).9 + (870/43,560).4 = 0.62 C _ 0.063 C _ 0.035 T� = 14 min. To = 14 min. .. 1 = 4.9 in/hr 1 = 4.9 in/hr Q,o = 0.72 x 4.9 x 0.063 = 0.22 C.F.S. Q,,, = 0.62 x 4.9 x 0.035 EXISTING DRAINAGE TOWARDS SOUTH PROPOSED DRAINAGE TOWARDS SOUTH SupppRort post anchorage Q,a= CIA Q,, CIA „ ^ (510/43,560).9 + (1,178/43,560).4 = 0.55 (940/43,560).9 + (1,328/43,560).4 = 0.61 _ C 0.039 T, 14 C 0.052 T, = 14 = min. min. 1 = 4.9 in/hr 1 = 4.9 in/hr Q,,, = 0.55 x 4.9 x 0.039 = 0.11 C.F.S. Q,, = 0.61 x 4.9 x 0.052 EXISTING DRAINAGE TOWARDS NORTH PROPOSED DRAINAGE TOWARDS NORTH Q,a= CIA Q,a= CIA (677/43,560).9 + (1,870/43,560).4 = 0.54 (1,1133/43,560).9 + (2,041/43,560).4_ 0.58 C _ 0.058 C _ 0.073 Tv = 14 min. T,, = 14 min. 1 = 4.9 in/hr 1 = 4.9 in/hr Q,a = 0.54 x 4.9 x 0.058 = 0.15 C.F.S. Q,,, = 0.58 x 4.9 x 0.073 SPECIFICATIONS AND STANDARDS MWNUM OVERFLOW RALE 214 th O le hwd CATCH BASIN INLET PROTECTION WIMCO ROAD DRAIN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. JODIE L. SCHEIDT, P.E. Date: 1 6 2015 Reg.No. 49542 ka- d- P0 t W F, Z Z W pz. 0 L T 1 • J U) > W Y Z�0 �J o II --1 0 Oz U0�� Z V) a fn W Z 11_� LLI O0 M U O o 00m M O z w Y C\1 E ­4W • O 00 o A" WN� 0 E-4 M M DRAWN BY JLS DATE 1/06/15 REVISIONS CAD FILE 23084ERC.dwg PROJECT NO. 23084 FILE NO. 1-14-070 SHEET 3 OF 3 1V�(ZMdT `� 137221 '11, 0 b 001AJ50N D), VC o/ tjo[VIC PI•P• _t' 01-025-2� t3 oi�5 2" x 2" wood or steel fence post 5' minimum length at 4' maximum spacing = Geatextile fabric - overlap fabric 6" and fasten at 2' intervals = Lay fabric in the trench D Fabric anchorage trench z Backfill trench with tamped natural soil Directiontion o� M , N �m .. .. Z� g" a SupppRort post anchorage MIN. Note; Attach fabric to support posts with in-situ soil SILT FENCE lath and staples SPECIFICATIONS AND STANDARDS MWNUM OVERFLOW RALE 214 th O le hwd CATCH BASIN INLET PROTECTION WIMCO ROAD DRAIN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. JODIE L. SCHEIDT, P.E. Date: 1 6 2015 Reg.No. 49542 ka- d- P0 t W F, Z Z W pz. 0 L T 1 • J U) > W Y Z�0 �J o II --1 0 Oz U0�� Z V) a fn W Z 11_� LLI O0 M U O o 00m M O z w Y C\1 E ­4W • O 00 o A" WN� 0 E-4 M M DRAWN BY JLS DATE 1/06/15 REVISIONS CAD FILE 23084ERC.dwg PROJECT NO. 23084 FILE NO. 1-14-070 SHEET 3 OF 3 1V�(ZMdT `� 137221 '11, 0 b 001AJ50N D), VC o/ tjo[VIC PI•P• _t' 01-025-2� t3 oi�5