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HomeMy WebLinkAbout3002824220028-01152016 (2)0 30 IF I c3,4 15..tp.m _ ii VACANT LOT j14U1391311_20 ACP' CS •8.37 M%5.. I it 1 E P 905.5 E-41511,1\rIG r. ppusff 49,42 010.0 (91C1.2) 9m 51t1.2 /11UB.7908-63 OS 10.00 (91:18,6) $8952'511110y 12t33 NQR.T1-1EA231 COR:7--) OP LOT 3 I '4 .3 1_20 .F1) iP 24,50 1 Z.71 L13 1L,Ve VI% LI, 511 N EULO 17 (9011 1) 2119. n4 6:›9, Li- ED ir clo (Th. S2.2 I WI 10° / I 13°'-'70t135 DS 7a54 11125=91:12.07 fitt171; r—'-'r Torior, a # ' klikkillkni , - ME347410 le — sE E DETAIL SHEET INALTRATIO/TRFACHI — 1-41 1? AT-N4'. • -It i --- - di? PiV141*.I. I li inb • r_ _ 625i-1J .2' ELLEEMSF— at..41..* n e r., -4- 91xE a or -vgio".m. so Ls 11' .4511 15" 903.3 903.0 1,D (S03.01d 121_42 N B9 `'53'54°W (Va9-5) ,M1F1_ 3024° .14,99 90 I .2 HUB= 80,9.64 C91:13.3). 3 eN, 4 I 1 11: _ ,t1,90.1X (Y1.12,11,1 (89112 59,5.2 IMPERVIOUS AREAS Si 1 Drive = 1072 SF Walks = 28 SF S2.1 House & Garage = 1704 SF Walks = 83 SF S2.2 House & Garage = 657 SF Patio = 48 SF Scale in Feet DIRECT RUNOFF TO CATCH BASIN MIN. 0.5' BERM AROUND CATCH BASIN INLET CONNECT REAR ROOF GUTTERS TO CATCH BASIN 6" PVC OVERFLOW INV. 899.5 F&I RODENT GUARD 10.51)(30' INFILTRATION TRENCH SEE DETAIL SISU LAND SURVEYING 10775 Poppitz Lane Chaska, MN 55318 612-418-6828 JOB NO.: 1555 CERTIFICATION 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 Engineer under the laws of the State of Minnesota. 1/14/16 Curtiss J. Kallio, Lic. No. 26909 Date POST—DEVELOPMENT DRAINAGE AREAS BUILDING DEPARTNIEF, - JAN 15 2016 CITY OF EDINA PREPARED FOR: Probe Engineering PROJECT: 6217 Ryan Ave. Edina, MN 6" MIN. TOPSOIL NON-WOVEN GEOTEXTILE SEPARATION LAYER DISTRIBUTION PIPE 4" (2) HOLE SEWER PIPE - HOLES FACING DOWN BOTTOM ELEV. 896.2 TOP ROCK ELEV. 899.2 -r- 3 10.5' INFILTRATION TRENCH SECTION NOTE: 3 FEET MINIMUM REQUIRED FROM BOTTOM OF INFILTRATION TRENCH TO GROUNDWATER BERM PER NOTE NOTE: RUNOFF MUST BE DIRECTED TO CB INLET WITH MINIMUM 0.5' HIGH BERM AROUND INLET. GRATE/ACCESS COVER r ELEV. 900.2 BERM PER NOTE CLEANOUT 4" CAP FROM ROOF GUTTERS MIN. INVERT 899.2- 6" PVC OVERFLOW INV. 899.0 MIN. PIPE GRADE 0.5% 4" TEE PLACE SCREEN ON TOP 6" MIN. TOPSOIL TO PREVENT CLOGGING TOP ROCK ELEV. 899.2 INV. 898.6 NON-WOVEN GEOTEXTILE SEPARATION LAYER 4" (2) HOLE SEWER PIPE - HOLES FACING DOWN " LONG AD. BEND MIWAIMINIMICAWIMM•21701141:MIDINWANNIZMWAVIATM4 CATCH BASIN/DISTRIBUTION BOX 18" MINIMUM DIA./WIDTH 12" MINIMUM SUMP NOTE: CATCH BASIN/DISTRIBUTION BOX MAY BE CONCRETE, PVC, OR HDPE. IF VERTICAL PIPE USED, CONCRETE BASE MUST BE POURED AND LID MUST BE DESIGNED TO FIT. BOTTOM ELEV. 896.2 30' INFILTRATION TRENCH PROFILE BUILDING DEPARTMENT ROBE tNGINEERING COMPANY, INC. CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 PREPARED FOR: FIELDSTONE FAMILY HOMES I hereby certify that this plan 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 esota. --Date24iPV1(----Rev-No-.6-a0 STORMWATER AND EROSION CONTROL PLAN INFILTRATION TRENCH DETAILS ( NOT TO SCALE) JAN 15 2016 CITY OF EDINA PROJECT NO. 15840.00 ADDRESS: 6217 RYAN AVENUE BUYER: KUMAR SEDIMENT * EROSION CONTROL NOTES I. All exposed soil areas, including temporary stockpiles, If1U5t be 5t217111Zed 25 soon as possible but in no case later than 1 4 days after construction activity in that portion of the site has temporarily or permanently ceased. Stabilize with temporary seed and straw mulch applied at 2 tons per acres. 2. Silt fence shall be installed and at the locations shown on the plan and around any stockpiles. Silt fence shall be inspected and maintained weekly (and within 24 hrs of a 0.5" rainfall) until final seeding and mulching (or sodding) of lot. /HUB=908.63 OS 10.00 (908.6) Legal Description: SCALE : = 20' THAT PART OF LOT 3, BLOCK 3, LYING WEST OF THE EAST 121.20 FEET THEREOF, NORMANDALE, HENNEPIN COUNTY, MINNESOTA BENCHMARK: TNH TO THE WEST OF RYAN AVENUE AS PROJECTED TO, AND TO THE NORTH OF 62ND STREET=920.07 AREAS: PROPERTY AREA: 14,690 SQ. FT. HOUSE AREA: 2,181 SQ. FT. PORCH AREA: 178 SQ. FT. BLDG. COVERAGE AREA: 2,359 SQ. FT. (16.1%) LEGEND DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES AS BUILT ELEVATION DENOTES DIRECTION OF SURFACE DRAINAGE 000.0 (000.0) 000.0 PP LI' • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET • DENOTES WOOD HUB ® DENOTES NAIL DENOTES EXISTING ELECTRIC BOX ZI DENOTES EXISTING COMMUNICATION BO: -0-- DENOTES EXISTING POWER POLE O DENOTES EXISTING LIGHT POLE 41I DENOTES EXISTING STORM MANHOLE 0 0 DENOTES EXISTING CATCH BASIN A DENOTES EXISTING F.E.S. 3 DENOTES EXISTING HYDRANT O DENOTES EXISTING SERVICE OR CLEANOI ® DENOTES EXISTING SANITARY MANHOLE DENOTES EXISTING CONSERVATION POS1 5" TREE OR WET LAND BUFFER POST 000.0+ DENOTES EXISTING TREE DENOTES EXISTING RETAINING WALL i DENOTES PROPOSED RETAINING WALL ThrYThr-N. DENOTES EXISTING TREELINE 0 DENOTES EXISTING FENCE MPL 10 983.6,, 903.9 ASH IS" 903.3 SE-17t: (IT STORM WATER This Stormwater Management Plan (in narrative form) must detail how stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. 1 . Permit holder shall inspect and maintain sediment and erosion control devices (ie: silt fence and inlet protection) weekly (or within 24 hrs of a 1/2" or more rainfall). Sediment must be removed when it is 1/2 the height of the sediment and erosion control devise. 2. Final grading on the lot shall minimize concentrated flow and shall promote sheet flow to the front and the rear. Final drainage patterns shown are similar to the existing conditions of the lot. 898. IX / I .0 JAN 15 20 CITY OF EDINA PROJECT NO. 15840.00 STORMWATER AND EROSION CONTROL PLAN / Nr I ASERV 0 I I III L... • .0 I III-1 U S=90/1 .20 ®1):Z. 900 1 OS 38 .37 e i (899.3) I____(901.2) I 111 --ar 65ERV FD IP o 0 0, 0, j\189°52'51"\/// 121.33 9 q, 0 VACANT LOT NORTHEAST COR. OF LOT 3 (910.0) (910.2) 910.0 9 I 0.2 )( ET IP 3. A rock construction entrance shall be installed and maintained at the location shown on the plan. C 6.2 899.3 121.20 PD IP 4. Contractor or Permitee shall provide and maintain inlet protection on all storm drain inlets that will receive sediment laden flow as a result of construction. Inlet protection and maintenance shall remain in place until all sources with potential for discharge into the inlet have been stabilized. Inlet protection may be removed from a particular inlet if a specific safety concern (such as flooding) has been identified. The permitee must receive written correspondence from the City of Edina verifying the need for removal. Permitee shall conduct a visual inspection to determine which inlets need protection. (Inlet devises must be removed between Oct. 20th and Oct. 3 1 st, Devises must be reinstalled by Mar. I 5th weather permitting). -11110.- POSE WALL 907.5) \ 0 (909.1 1 AS NE 24.50 (909.30) = FINISHED GARAGE FLOOR ELEVATION = TOP OF FOUNDATION ELEVATION = BASEMENT FLOOR ELEVATION (909.63) d GARA9 -n*) 0% L 1.0 I. (901.63) LL / (90 ; .5 ) 9 7 I/ 901.1) 90 2 EXP AN E W 5. If down gradient sediment practices are overloaded, additional up gradient erosion control practices will be installed to reduce loading. EDD 42.53 21 33 1 1 1 0 0 PROPOSED1 / HOUSE 1 6. Dust control is the responsibility of the permit holder. The permit holder must eliminate dust problems upon receiving notice from the Building Official that there 15 a dust problem. 8.00 16.00L_ 907.3 I/ -05 (1.) /I Q) \I_LI0 (909.0) ,0 2 uJ 7. MINNEHAHA CREEK WATERSHED DISTRICT. (952) 64 I -4532 LL 0 LLJ C:C 0 UJ 0 5. Street cleaning shall occur daily or as needed. 0) co 0 CC c'q U_. C). 9. Contact person for site cleanliness and maintenance of the erosion and sediment controls. Bryan Wolfe (6 I 2) 252-7869. 10. No concrete washout allowed on site, truck based self containment washout devises required. 7.00 / 21.66 X 905.1 2 / (904.0 (906.5) ExPosy WALL 90 AS NFDED d2.2 (902.5) ci CD 1 I . Oil stains on city streets to be cleaned up with floor dry, and disposed of as a hazardous waste material. 16.17 901.1) OSE 5 NEED 905.1 cn < ILI O Ul X906.4 I 2. All hazardous waste to be stored cleaned up and disposed of per EPA standards. sac, C2) r < I- 0 _J H (..) O ui1UUJ I- UJ z , Z0 • LLJ I = 0 0) Ci C\J °) 0 H • > c0 (r) - LLI 7. F D IP FD IF 12-1,20_ SOUTHWEST COR. OF LOT 3 -if3UILDING DEPARTMENT I 3. Temporary pumped discharge pollution prevention technigues: "DANDY DEWATERING BAG-Brock White Co. USA http://www.brockwhite.com/Op I 413346c 1337/ dandy-dewatering-bag/ CB INV/ 900.2 a) 10.5X30' INFILTRATIO TRENCH SEE DETAIL/SHEET CLEANOUT , / ASH I 2" , 901,5 121.42 N89°53'54"W I 4. Permitee must minimize soil compaction and unless infeasible preserve topsoil. Methods of minimizing soil compaction include the use of tracked equipment, and staying off of areas to be left un-compacted. Methods to preserve topsoil include stripping and stockpiling prior to grading or excavation operations. ASH 1 2" / I 904. 1 / OS 78.54 HUB=902.07 (902.1)-- 20 (898.2) 595.2 900.8 )( (899.5) MPL 3@24 OS 44.99 901.2 HUB=899.54 903.3 (903.3) 903.0 (903.0) C\I 0 30 z 901.5 - 900.6 49.42 EXISTING HOUSE #6225 MAIN FLOOR 903.87 3(0- 1. No specific soils investigation has been performed on this lot by the surveyor. The suitability of the soils to support the specific house is not the responsibility of the surveyor. 2.No title information was provided for this survey. This survey does not purport to show all easements of record. 3. See architectural plans for final building dimensions. Revised infiltration trench and detail sheet. Added proposed infiltration trenches and detail. Added staking information. REVISED 01-14-16: REVISED 01-07-16: REVISED 11-24-15: ENGINEERING CONSUL11NG ENGINEERS, PLANNERS and LAND SURVEYORS p COMPANY, INC. I hereby certify that this plan 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 esota. PREPARED FOR: FIELDSTONE FAMILY HOMES ADDRESS: 6217 RYAN AVENUE BUYER: KUMAR ---,--Date2C-0111.1C-Rev-Ncr.:ffal7 (1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION 000.0 DENOTES AS BUILT ELEVATION DENOTES DIRECTION OF SURFACE DRAINAGE • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET • DENOTES WOOD HUB ® DENOTES NAIL DENOTES EXISTING ELECTRIC BOX IE DENOTES EXISTING COMMUNICATION BOX DENOTES EXISTING POWER POLE DENOTES EXISTING LIGHT POLE DENOTES EXISTING STORM MANHOLE DENOTES EXISTING CATCH BASIN DENOTES EXISTING F.E.S. DENOTES EXISTING HYDRANT O DENOTES EXISTING SERVICE OR CLEANOUT 0 DENOTES EXISTING SANITARY MANHOLE _cp_ DENOTES EXISTING CONSERVATION POST OR WET LAND BUFFER POST 5" TREU... 000.0 °--9 C Ii 1J DENOTES EXISTING RETAINING WALL DENOTES EXISTING TREE tro 00 CERTIFICATE OF SURVEY JD IP 121.20 o o 3 3 DEC 1 0_21115\AFC 121.20 CfTY OF EDINA VACANT/LOT / / p189°52'51"Vy I I 121.33 I I I I I I 1 NORTHEAST CORNER OF LOT 3 bee / 121.42 \ N89°53'54"W -•••n 49.42 EXISTING HOUSE 1 e• 1 1 1 1 I.- • I 1 30.-oas-aL-3a-oc ( /\AFC 0 SERV I 1 1 1 1.- •.0 1 PO IP hereby certify that this is a true and correct representation of a tract as shown and describ hereon. As prepared by me this 12TH day of OCTOBER, 2015. Minn. Reg. No. 41905 SCALE : 1" = 20' Legal Description: THAT PART OF LOT 3, BLOCK 3, LYING WEST OF THE EAST 121.20 FEET THEREOF, NORMANDALE. HENNEPIN COUNTY, MINNESOTA BENCHMARK: TNH TO THE WEST OF RYAN AVENUE AS PROJECTED TO, AND TO THE NORTH OF 62ND STREET=920.07 DENOTES PROPOSED RETAINING WALL r-Y-Y-Y-\ DENOTES EXISTING TREELINE D DENOTES EXISTING FENCE 1. No specific soils investigation has been performed on this lot by the surveyor. The suitability of the soils to support the specific house is not the responsibility of the surveyor. 2.No title information was provided for this survey. This survey does not purport to show all easements of record. 3. See architectural plans for final building dimensions. „ROBE tNGINEERING COMPANY, INC. 1000 EAST 146th ST.. STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 MICHAEL H. BRANDT CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS PREPARED FOR: FIELDSTONE FAMILY HOMES ADDRESS: 6217 RYAN AVENUE PROJECT NO. 15840.00 SCALE : 1" = 20' Legal Description: THAT PART OF LOT 3, BLOCK 3, LYING WEST OF THE EAST 121.20 FEU THEREOF, NORMANDALE. HENNEPIN COUNTY, MINNESOTA = FINISHED GARAGE FLOOR ELEVATION = TOP OF FOUNDATION ELEVATION = BASEMENT FLOOR ELEVATION BENCHMARK: TNH TO THE WEST OF RYAN AVENUE AS PROJECTED TO, AND TO THE NORTH OF 62ND STREET=920.07 AREAS: PROPERTY AREA: I 4,690 SQ. FT. HOUSE AREA: 2, I 5 I SQ. FT. F'ORCH AREA: I 75 SQ. FT. BUILDING COVERAGE AREA: 2,359 SQ. FT.= I G. I % LEGEND TREE PROTECTION DETAIL crc EXISTING TREE TREE PROTECTION FENCE @ DRIP LINE 1. TREE PROTECTION FENCE SHALL BE 4FT, ORANGE SNOW FENCE. 2. FENCE SHALL BE INSTALLED AT DRIP LINE WHEREVER POSSIBLE OR AS SHOWN ON THE PLAN WHEN RUN THROUGH AN EXISTING WOODED AREA. (909.30) (909.63) (901.63) 000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION 000.0 DENOTES AS BUILT ELEVATION DENOTES DIRECTION OF SURFACE DRAINAGE • DENOTES IRON MONUMENT FOUND 0 DENOTES IRON MONUMENT SET • DENOTES WOOD HUB DENOTES NAIL DENOTES EXISTING ELECTRIC BOX EJ DENOTES EXISTING COMMUNICATION BOX r_ t DENOTES EXISTING POWER POLE 1-P0 DENOTES EXISTING LIGHT POLE $3 DENOTES EXISTING STORM MANHOLE 0 0 DENOTES EXISTING CATCH BASIN LI DENOTES EXISTING F.E.S. DENOTES EXISTING HYDRANT O DENOTES EXISTING SERVICE OR CLEANOUT • DENOTES EXISTING SANITARY MANHOLE 4_ DENOTES EXISTING CONSERVATION POST OR WET LAND BUFFER POST TREE SPECIES TREE SIZE TREE HEALTH REMOVE (R) PROTECT (P) 1. ASH 2. ASH 3. MAPLE 4. ASH 5. ASH 6. MAPLE (TRIPLE) 15" DBH 8" DBH 10" DBH 12" DBH 12'' DBH 24" DBH 000000 O00000 O00000 O0000CD (P) (P) (P) (P) (P) (P) DBH - DIAMETER AT BREAST HEIGHT NOTE: PROVIDE PROPER TREE PROTECTION FOR ALL TREES DETERMINED TO REMAIN. 8" TREE+ DENOTES EXISTING TREE DENOTES EXISTING RETAINING WALL 000.0 (910.0) (910.2) 010.0 910.2 )( ET IP /OS 10.00 HUB=908.63 (908.6) c`,'/ (E') 5.1; Lr) GA A96 49.42 I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 12TH day of OCTOBER, 2015. 6744-a. MICHAEL H. BRANDT Minn. Reg. No. 41905 TREE PRESERVATION PLAN 903.5 X 502.8X 4CANT LOT 0 0 cr) 1489°52'51"vy 121.33 S 6.2 EXPOSE WALL I AS NEEDED (907.5) Ax905.9 10.0 / SERV aI / Øs 38.37( F'IUB=90120 901.2 I 1 NON-IREPLFICEA LE TP,EEISETBACK LINE [ft' z ----,L._d 1 0 .< tu ci 1 1 1 : ( ) 1 I Tgl /X s / 901.1) '414, 1= 9012 SERV 0.1)0' ,c2_.)(:) 90° (899.3) 899.3 F' \I ill Ln A7 0 (V ) I DENOTES PROPOSED RETAINING WALL ry-ym. DENOTES EXISTING TREELINE ID DENOTES EXISTING FENCE 1. No specific soils investigation has been performed on this lot by the surveyor. The suitability of the soils to support the specific house is not the responsibility of the surveyor. 2.No title information was provided for this survey. This survey does not purport to show all easements of record, 3. See architectural plans for final building dimensions. P CONSULTING ENGINEERS, _ROBE PLANNERS and LAND SURVEYORS tNGINEERING COMPANY, INC. 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 REVISED 11-24-15: Added staking information. SE WAL NEEDED 42.53 21.33 899. 1 25.00 11.0 Ld TC; 6.17 k9O- 5. X906.4 \\41\ NON-REPLICEABLE TREE STACK LINE •I• -7 - nnnn 2 0 DIP 895. IX ADDRESS: 6217 RYAN AVENUE BUYER: KUMAR 907.6 X 2.8% o CD C\I " CNIT NON-REPLACEABLE C? TREE SETBACK LINE c\I -.ASH 5" MPL 10" 4 503'5 OS 7 - 8.54 ASH 15 I HUB=902.07 I 903.3 ET P 903.0 903.3 (902.1) "--- / ASH I 2"OT / T '''')1111/42.4 Ec IONEI1/4:tE/1)61/ /i.:TREE PP n, 904. I 4 / (903.0) (903.3) 16.00/ 907.3 II 13 A k") L pA___21 \`-t /" g (909.o) 62 . ' j./1 0 /1 710 .O I a- I 7.00 X 505.1 EXPOSE WALLc, I (906.5)AS NEEDT CD 0 co" 901.5 EXISTING HOUSE #6225 MAIN FLOOR 903.57 900.6 au H UNB= 899 . 54 G T OS 44.99 N89°53'54"W DEC 1 0 2015 CITY OF EDINA -ASP/1 2" / 901.5 5 6 ampL 3©2". 4) 501.2 121.42 900.8 (899.5) 0 c:1 0 PROPOSED! / HOUSE I / 21.66 (906.5) X2/1 902.5 op 902.2 / (904.3) POSE WALL A'S NEEDED 8.00 RV . I C.) 25.03 (898.2) 858.2 PREPARED FOR: FIELDSTONE FAMILY HOMES PROJECT NO. 15840.00