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HomeMy WebLinkAbout20221215104354354 (2) EXISTING - - - - - - - - - COUNTYLINE PRELIMINARY SUBMITTAL FOR X 1 1 1 CITY umns SECTION PERFORMANCE COMMERCIAL SITE - - - - - - - - PRESENT RIGHT OF WAY LINE PROPERTY/LORTY/LOTLINE ---- PERPETUAL EASEMENT - - — — — ZONING SETBACK LINE " — ACCESSCONTROLLINE SITE DEVELOPMENT , - - - - - - RAILROAD RIGHT OF WAY LINE RAILROAD WATER EDGE BOUNDA TERLINE WEPRIOR LAKE , MINNESOTA MND BOUNDARY - '�` WErLAND/MARSH CURB & GUTTER ' CONCRETE EDGE -- y . . - -. - 34, _ BASS ' ST. INDEX BITUMINOUS EDGE - -- Gs� _ 35. 36. 23. o — — — — — GRAVEL EDGE I� -- .-- = a WESTWOOD DR, z —x x x— FENCE Pa - - n �GE G 44 160th ST. S.E. 44 � � 158th SHEET NO. TITLE CULVERT - > Q .J A �4 1E' > a > < o; W N 1 TITLE SHEET �. O ¢ v 4i P Ogka o D •+ N a �.• ., WHITE OR. DECIDUOUS TREE - _ - _- D w A$pTA Q Q 1= s MEMO 2 EROSION CONTROL & GRADING DETAILS CONIFER TREE - .�. > - - a e4C[ o ST, �S`r MINjJ SO TA ST . ._ /I a ST. HEDGE - _ - ' �IESIDE N 38 CREEK Q E `- CROS SA ND RA It '�� I SSE ANN LA• 3 -4 STORM SEWER DETAILS �P w 26. IJ �s G�. ,T �, 5 SITE PLAN -w..^^' TREE LINE _ _ _ _ - w 3 Q AVE• RO BINSON CIR. x'900 4 SAL RIG � ��_,, I�NI � a TRAFFIC SIGN ;-`' - a COLORADO r sT '- N z cry �o ,�. �Ju Z 6 GRADING & EROSION CONTROL PLAN �� � � L��D O zSUM MER ST. aO CP 25, Oy I LA. WETLAND IMPACT PLAN O MANHOLE - - " ` w PLEASANT u.i w ST. �Q 2I "- ¢ 8 OV R < 0 �F� oQlP J�' �rp[F �` 8 VOLUME REDUCTION PLAN ® CATCH BASIN • /\/ - d a CATES aST, a w OGRTS Q wj wR00KS I1 CIRp� V1G� GJ� O�Pp[. I _ 9- 11 TREE REMOVAL PLAN a " SAN INS ✓ ' - 2 ❑� y h '- h — SANITARY SEWER TR. o; - lLITY z - JFF �Et• 6 �' Q' a 9 ZE Q 4 " FW IN>P > - - GN '^ v m DR• 9o0Ks CIR. w 202 1) CRO`' - - >— SANITARY FORCEMAIN - N�' u ROANOKE �' G� I m CREST < - IS " sTu INP— >>— REEK r- < -� ER �} a l Markley _ - STORM SEWER - a y a o= ¢ ST. �- ymuf? VOOD ST, a M8 vRk WEL -P ¢ Lake BIRCH TILE LINE 40, c 41. N Np TR, w LINCj. FO H LL RD, 4 " WMN ISP WATERMAIN G Zj YST ¢ 0 7a > rte-. EPt� ¢ pTQ 2 Lq, - RIK w •-, o M6 HYDRANT —® - STER oaK'i'NDHAMa uI ® VALVE a s KESTREL ST, 2T" uI Q F� ¢ Iyo CT Tod jVFR > CURB STOP R' 4 30. c�2' GO,p gT„IND !,q � ¢ OTT w ¢ ( o SIDE p d „0J 2w G'� ylylGo yo - kF " .� C pNhO a° 6 GASTpCOMp a POWER POLE o 3 Q�ry 23 T WER ST. CIR. OTR. -- y w N TR' !q w oI 9X' LIGHT POLE w 3 SIM PK INS o w HILLCRE ST S�' �,0 �• v z a 3 0 04 PAD MOUNTED TRANSFORMER NOT TO SCALE 70 h G�% VK�' NDVIEW4 170th ST. �l 'adv a FAWN o a pow 170th '.. o P QO yyi00D CIR, FAWN ;'� Gy N .a`� T I r-ew raw– UNDERGROUND ELECTRIC ' wST. I2 �/ / p✓-/pG TR' o W �O MEADOW CV, 4 N 2P Off• ,�PtiP 116 .f4 .. , Ma— OVERHEAD ELECTRIC / - ti pp0 < C T'A• m 13 // _ w O 9y 2 LILA OJ`o 22w 12 7 R21 o ."C ® UTILITY PEDESTAUCABINEi // - -. v - _ ii = TR• Fq ".� Fj, ti ESS TR• ti? y / _ -. a o� o? RFs ' u TR. w R N �P• ST* UNDERGROUND TELEPHONE �. �s� OVE ,^„ ti - -p S Y1tL �A, ti $] 2I z UNDERGROUND TV CABLE Loo O �Y a D „ = PROJECT LOCATION O 11 GS y = DR• o a 2I' o + BENCHMARK \ l/ yT� Aq v v SFO �o m o�� 6J 43, r,111 _�111 .1 o O B-3 SOIL BORING // I �y ° 0 3FIED LD q' FIEL $ BENCH MARK 1 w °O°� a o GEE�Ep g - - a iG6 Q 3 E• OAS POINT RESOURCE LIST Q a ENGINEER DEVELOPER a - Tim Arvidson, P. E. Performance Construction BUSS Eto Stonebrooke Engineering, Inc. 16801 Industrial Cir SE �1 PROPOSED � � PKWY. —�' —� —� 9' 9. v 305 Stonebrooke Court Prior Lake, Minnesota 55372-3307 /� GKSON Shakopee, Minnesota 55379 (9S2) 4404664 ALIGNMENT/CENTERLINE -I- . a RIGHT OF WAY LINE T114N R22W i` �j tel — 4C JQ' .SQ.. (952) 402-9202 >y Sll G PUBLIC WORKS DEPARTMENT EROSION & SEDIMENT CONTROL y ---- ---- `�\ p - TEMPORARYEASEMENT 10 I i >- Prior Lake Maintenance Center Performance Construction - - -- - a 17073 Adelmann St. SE Chad LeMair w I5 14 Prior Lake, MN 55372 16801 Industrial Cir SE 0 — — — — — CONSTRUCTION LIMITS MAPOFTHE o a CURB & GUTTER (952) 440-9675 (952) 440Prior - 6E64esota 55372-3307 m CITY OF PRIOR LAKE � � H BITUMINOUS EDGE E SCOTT COUNTY, MN = 180fh ST. '. W CONCRETE EDGE < w O a - _- < � EXISTING UTILITY NOTE: GRAVEL EDGE V) g THE SUBSURFACE UTILITY INFORMATION SHOWN ON THIS PLAN IS UTILITY SILT FENCE-HEAVY DUTY QUALITY LEVEL "D". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO ❑ EROSION PROTECTION AT INLET THE GUIDELINES OF CI/ASCE 38-.2 ENTITLED, "STANDARD GUIDELINES FOR THE ON MANHOLE BENCH MARKS : THE GOVERNING STANDARDS FOR THIS PROJECT SHALL BE: COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE ■ CATCH BASIN THESE PLANS, THE CITY OF PRIOR LAKE STANDARD CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS FOR CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING 1 MN/DOT MONUMENT 7001 SANITARY SEWER CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE-CALL Q UTILITY AND STREET CONSTRUCTION, THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION tlm ELEV. = 948.495 (NAND 88) (Mn/DOT) "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION" AND ANY AMENDMENTS, THE 1999 EDITION AT (800) 2524166 OR (651) 454-0002, STM a►-- STORM SEWER OF THE "STANDARD UTILITIES SPECIFICATION FOR WATERMAIN AND SERVICE LINE INSTALLATION AND SANITARY _ GS PERFORATED PIPE.DRAIN SEWER AND STORM SEWER INSTALLATION" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA D r � v � � `� � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY ¢ ,�'• >.--o►—B CULVERT W/APRON AND ANY SPECIAL PROVISIONS. DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STA-M,01 MINNESOTA. ij 0 HYDRANT o Y VALVE DEC 2 12006 C//�� NO 25502 12/18/06 E cuResTOP N CITY OF PRIOR LAKE STANDARD SPECIFICATIONS TAKE PRECEDENCE ! ! pA�; Timothy glyidspn ' h N c " w�rti WATERMAIN REV. NO, DATE BY I O.ORR All RECORD DRAWING SHEET w INFORMATION STONEBROOKE 1 w F- OBSERVER: CONTRACTOR.: E N G I N E E R I N G OF a i 305 Stonebrooke Court Shakopee, MN 55379 11 DATE: GENERAL NOTES : 1) ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE GRADES UNLESS OTHERWISE —, j F. 3' LEVEL (MIN.) NOTED. 2) THE CONTRACTOR SHALL SALVAGE AND RE- SPREAD TOPSOIL (MIN . 0.5' THICKNESS) . ALL COSTS SHALL BE —4" OVERLAP INCIDENTAL TO GRADING. EXCESS MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND DISPOSED ANCHOR SLOT ALTERNATIVE OF OFF SITE. 3) REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. \ 4) THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION . THE CONTRACTOR SHALL HARD SURFACE IMMEDIATELY NOTIFY THE ENGINEER OF ANY APPARENT DISCREPANCIES. PUBLIC ROAD 5) THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS. 1' SPACING ON STAPLES 6) ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION OR CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. / SILT FENCE SHALL BE MAINTAINED AND REMOVED BY THE GRADING CONTRACTOR AND SHALL BE CONSIDERED FOLD UNDER 6" INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 7) THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. NOTES:' 8) ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT 50' MINIMUM 1 . ANCHOR, OVERLAP AND STAPLE AS PER MANUFACTURER SPECIFICATIONS. a DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS AND WETLAND PERMITS. 2. EROSION CONTROL BLANKET SHALL BE APPPLIED AT LOCATIONS SHOWN ON 9) ALL EXISTING PAVED STREETS WITH ACCESS TO THE SITE MUST BE CLEANED AT THE END OF EACH WORKING THE PLAN AND AS DIRECTED BY ENGINEER. CIO a� oo DAY. A ROCK ENTRANCE TO ALL ACCESSES TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO o o 0 REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 10) POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. ALL RUNOFF FROM THE SITE SHALL BE CONTAINED WITHIN THE SITE UNTIL IT REACHES THE DESIGNATED DISCHARGE POINT. ANY DAMAGE DUE 00 1:9 BTHECONTRACTOR ATS EXPENSE.OY RUNOFF HITO LL ENT EXISTING DEVELOPED PROPERTIES SHABE RESTORED/REPAIRED EROSION CONTROL BLANKET INSTALLATION ' 6" MINIMUM OO 0 11) ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS THICKNESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT TRAPPING 1� SYSTEMS INSTALLED AROUND THEM. RANDOM RIPRAP CLI (3601) 12) SEE EROSION CONTROL AND TURF ESTABLISHMENT PLAN FOR SITE SPECIFIC SEEDING REQUIREMENTS, PLACE EROSION CONTROL FIBER BLANKET AS SHOWN ON THE PLAN ON SLOPES EXCEEDING 1 : 3 AND ADJACENT TO WETLAND AS DIRECTED BY ENGINEER. 4' MAXIMUM C a 13) TEMPORARY SEEDING, FERTILIZING AND MULCHING MUST BE APPLIED IF GRADING OPERATIONS HAVE BEEN POST SPACING 2" X 2" WOOD POST SUSPENDED MORE THAN 7 DAYS ON SLOPES STEEPER THAN 1 : 3, 14 DAYS ON SLOPES GREATER THAN 1 : 10, EROSION CONTROL PROTECTION AT CONSTRUCTION ACCESS AND 21 DAYS ON SLOPES LESS THAN 1 : 10 , TEMPORARY SEED MIXTURE SHALL BE MN/DOT 130B, COST TO BE o INCIDENTAL TO GRADING. SEE MN/DOT 3876 FOR REQUIRED SEED, FERTILIZER AND MULCH APPLICATION c RAS' INLET OPENING b14) THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES, THE CONTRACTOR SHALL BE m RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE yr DURING CONSTRUCTION. 4"-24" c rn 15) PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE 0 CONCURRENT WITH EARTHWORK ON SITE. o FILTER FABRIC c 16) HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. 17) ALL NECESSARY CLEARING & GRUBBING SHALL BE INCIDENTAL TO GRADING OPERATIONS. 18) EROSION CONTROL INSTALLATION SHALL BE MAINTAINED AT ALL TIMES. CLEANING SEDIMENT REMOVAL AND PLAN VIEW MAINTENANCE SHALL BE COMPLETED IN ACCORDANCE WITH MN/DOT SECTION 2573. a 19) THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0. 1' FOR STREETS AND 0.2' FOR LANDSCAPED 2" X 2" WOOD POST PROJECT NARRATIVE o AREAS. 4' MIN . LENGTH �i THIS EXISTING 2.824CRE SITE IS BEING DEVELOPED INTO A COMMERCIAL a Q 20) CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF IN PLACE FORCE MAIN, SANITARY, STORM BUSINESS SITE. THE EXISTING TOPOGRAPHY IS TALL GRASS, WOODED, a AND PRIVATE UTILES PRIOR TO BEGINNING CONSTRUCTION . GEOTEXTILE FABRIC AND RELATIVELY FLAT WITH WETLANDS ON THE NORTH AND SOUTH SIDES II I OF THE PROPERTY. THE SITE DRAINS TO THE NORTH-NORTHWEST INTO S 21) CONTRACTOR SHALL PROVIDE WEEKLY EROSION CONTROL INSPECTION REPORTS AND WITHIN 24 HRS OF FABRIC ANCHORAGE TRENCH , MARKLEY LAKE. o ANY 0. 5" OR GREATER RAINFALL. BACKFILL WITH TAMPED o " NATURAL SOIL w i 22) SEDIMENT TRAPS SHALL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS DURING CONSTRUCTION. m ANTICIPATED IMPLEMENTATION SCHEDULE CLEANING OF ALL DOWNSTREAM STORM SEWERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS w WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. z .. TEMPORARY EROSION CONTROL JANUARY, 2007 T12 6„ BMP: SILT FENCE AT CONSTRUCTION LIMITS M 23) FINAL TURF RESTORATION SHALL BE IN PLACE WITHIN 30 WORKING DAYS OF COMPLETION OF GRADING f rnp OPERATIONS, a m I LANDSCAPING / TURF ESTABLISHMENT JUNE, 2007 r4 w NOTE : BMP: SEEDING SILT FENCE SHALL CONFORM TO. BMP: MULCHING £ SECTIONAL VIEW THE REQUIREMENTS OF (3886) REMOVE TEMPORARY EROSION CONTROL SEPTEMBER, 2007 h BMP: REMOVE SILT FENCE 0 " INLET PROTECTION - PREASSEMBLED � O I y O t7 C N REV. NO, DATE BY I CHK DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED SHEET wF UNDER MY DIRECT SUPE VISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER SDB EROSION CONTROL & GRADING DETAILS m Q UNDERTHELA ESTATE OF MINNESOTA. DAWN STONEBROOKE 2 o m o NOT TO SCALE Is � 9 � LMv E N O I N E E R I N O PRIOR LAKE, MINNESOTA of " TIMOTHY R. ARVIDSON U� " 25502 vi8no0e CHECKED 305StonebrookeCourt Shakopee, MN 55379 PERFORMANCE COMMERCIAL SITE 11 180° 12" POND 12" STRUCTURE INLET PIPE 1/2" STL, PLATE 85"0 O.D. SEE DETAIL 6' GALVANIZED STEEL EL. 948.50 6" POND SKIMMER GATE A • F SEEG 1pN + EL. 948.00 TOP WIER 946.70 1/4"xl" FLAT EL. 947. 50 G� OtN i EL, 947.50 6" MIN) HWL. 947. 35 8' NOW , 12" DETAIL "A-A" TOP OF WIER EL. 947.00 (SEE ABOVE) 22. ° V-NOTCHF www HINGE ASSEMBLY EL. 946.70 o OND OUTL5 MINIMUM OF 2 HINGES 22. P S = 3o570/0 NWL 946. 00 POND NWL EL. 946.00 7-4 1 - 12" RCP FrOW" 8" !NCZWIER REQUIRED V-NOTCH 22. 5° / NWL EL. 946.00 w (4) 1/2"0- 13 UNC HEX 1 - 12" RCP FLARED END HEAD STAINLESS STL. BOLTS WITH TRASH GUARD (TYR) 9 6" W 16' - 12" CL III @ 0.00% WITH NUTS AND WASHERS - 12" RCP EL = 945.50 EL 943 .00 EL. 943. 00 EL. 943.00 'n 5/8"0 SMOOTH RND. STOCK "' 72 EL. 941.50 VARIES 4" O.C. BOTH WAYS GROUT ALL AROUND 79 NOTES : iO 85"0 (2) PIECE 5/8" ROD PIPE ON INSIDE AND 92" DIA. BASE SLAB ORMn/DOT 1 , ALL PIPE JOINTS SHALL BE TIED. POND SKIMMER GRATE 2. PIPE LENGTHS INCLUDE APRONS, MONOLITHIC BOTTOM SUBMERGED FLARED END OUTSIDE OF MANHOLE STANDARD PLATE #4011E SEE STORM SEWER TABLE AND POND WITH TRASH GUARD (TYP.) GRATE NOTES : GRADING PLAN . 1 . GRATE TO BE MADE IN TWO (2) PIECES 2. ALL METAL SHALL BE HOT-DIPPED GALVANIZED SECTION VIEW POND SKIMMER STRUCTURE 1 NOT TO SCALE e u d a o� 0 0 180° 12" POND CINLY TURE H 'c a o' m 0 0 0 6' GALVANIZED I/" STEEL EL 948. 50 6" 1/2" STL. PLATE 85"0 O.D. ' POND SKIMMER GATESEE plpN j EL. 948.00 TOP WIER 946.70 SEE DETAIL "A-A" EL. 947. 50 4(,F�OING EL. 947.50 o I ( 8' - 12" IN) HWL. 946.85 1/4"xl" FLAT STLa ICCTOP OF WIER EL. 947.00 (SEE ABOVE) OND OUTLET 22• ° V-NOTCH EL. 946.70 22 o POND 3v570/0 NWL 945 70 POND NWL EL. 945.70 OR 1 - 12" RCP S FLOW i � �� DETAIL "A-A" 8" NC WIER I , HINGE ASSEMBLY MINIMUM OF 2 HINGES V-NOTCH 22.50 / NWL EL. 945.70 w $ 1 - 12" RCP FLARED END REQUIRED a r, 12" RCP WITH TRASH GUARD (TYR) 9 6" - FLOW 16' - 12" CL III @ 0.00°/a EL = 945.20 EL 943.00 EL. 943 .00 (4) 1/2"0-13 UNC HEX HEAD STAINLESS STL. BOLTS w EL. 943. 00 O 72' VARIES WITH NUTS AND WASHERS EL. 941 .50 GROUT ALL AROUND NOTES : O 5/8"0 SMOOTH RND. STOCK PIPE ON INSIDE AND 92" DIA. BASE SLAB - Mn/DOT 1 . ALL PIPE JOINTS SHALL BE TIED. 4" O.C. BOTH WAYS 2. PIPE LENGTHS INCLUDE APRONS. MONOLITHIC BOTTOM SUBMERGED FLARED END OUTSIDE OF MANHOLE STANDARD PLATE #4011E WITH TRASH GUARD (TYP.) SEE STORM SEWER TABLE AND POND 85"0 (2) PIECE 5/8" ROD n GRADING PLAN . POND SKIMMER GRATE v 0 o SECTION VIEW GRATE NOTES : H 1 . GRATE TO BE MADE IN TWO (2) PIECES c 8 2. ALL METAL SHALL BE HOT-DIPPED GALVANIZED o 0 WETLAND B SKIMMER STRUCTURE 2 m o N NOT TO SCALE i 8 REV NO. DATE BY I CHK I DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED w UNDER MY DIRECT SUPE VISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER STORM SEWER DETAILS SHEET m Q UNDER THE LA ESTATE OF MINNESOTA. DRAWN CC STONEBROOKE 3 z o LMv E N O 1 N E E R 1 N O PRIOR LAKE, MINNESOTA of a a a „ „E TIMOTHY R. ARVIDSON UM NO. zssoz °, lvlei CHECKED 305 Stonebrooke Court Shakopee, MN 55379 PERFORMANCE COMMERCIAL SITE 11 CLASS 3 RIPRAP ACCESS BERM 3'-10" 4'-6" _ EL. 948.00 �� 948.50 5' 10" 2'- 10" 10" 3r 948.00 EL. 947.50 100 YR HWL 947.35 6, _� I3 NWL 946. 00 or 3� 2{ POND �'• lo' POND NWL EL. 946. 00 fV ~ P7 o EMERGENCY OVERFLOW DETAILS 110 ra Loci " NOT TO SCALE 'yqr CATCH BASIN PLAN BASE SLAB PLAN POND BOTTOM 940.00 TYPICAL POND SLOPES POND ADJUSTING NOT TO SCALE BLOCKS NOTES : 1 . TO BE USED WITH NEENAH R-3067 UNIFORMLY GRADED STONE a FRAMED COVER WITH 3" RAD. CURB AGGREGATE CLEAN-WASHED BOX OR APPROVED EQUAL. 1-1/2 TO 2-1/2 INCHES IN SIZE 2. PIPE CUT-OUTS TO BE LOCATED POROUS ASPHALT PAVEMENT WHERE REQUIRED. o ;o •4, s• CHOKER COARSE - SINGLE a 3 . ALTERNATE CAST-IN-PLACE BASE SIZE CRUSHED AGGREGATE CAN BE USED. O a 4 : ? . 4 .• u e : .a ° . . C ' , 4 4 ' ° .. .v 4 ; v • 4 . • e • > : (1/2-INCH) ° • D • ' D • D • O D • D • D • O D . 4. MINIMUM REINFORCING SHALL BE °• ° °• ° °• 4 4 l ° ° °• a °• 4 °164 , ° UNIFORMLY GRADED STONE ° : ^ ; n ; ;o• ? : 44 l �a o- c ; ' : .a • :o. •, AGGREGATE CLEAN-WASHED WIRE FABRIC HAVING AN AREA OF o • ' s , g o ' All 1 .85' '4. >' . a ': P '4 . ^' . a ': In °' . C • ' • 4. 4 . NOT LESS THAN 0 . 12 SQ. IN . PER FOOT . . 'o • . . a . • o • . • 1-1/2 TO 2- 1/2 INCHES ' , s : G ' 4 .. ' C • n : 4 • 4 . . C ' .a . ° • 4 .. 'Q • , e : u • 4 . . 4 • • e ; SECTIONAL VIEW IN BOTH DIRECTIONS. PERMEABLE SOIL04 40 IN SIZE CATCH BASIN & BASE SLAB a 4. d a. c ; ' 4 4. :4. d 1 all FILTER FABRIC CATCH BASIN SD - 1 EROSION CONTROL MATERIALS POROUS ASPHALT PAVEMENT SIZE OF PIPE RIP RAP FILTER BLANKET NOT TO SCALE CY SY NOT TO SCALE 54" & OVER 32 16 36" to 48" 18 9 27" to 33" 10 5 c 24" & LESS 7 4 d a HAND PLACED RIPRAP 3' DEEP & 3' THICK. B EACH STONE SHALL WEIGH 50 POUNDS MIN. TRASH GUARD SIZING o BACKFILL WITH 4 PIPE SIZE BARS H' BOLTS SELECTED MATERIAL 1� 12"-18" 3/4"0 4" 5/8" I? FROM EXCAVATION RIPRAP 21"-42" 1"0 6" 3/4" COMPACTED BACKFILL O NOTES : 48"-72" 1 1/4"0 12" 1" a AS SPECIFIED A A 1 . TRASH GRUARD TO BE GALVANIZED AFTER FABRICATION. B� 2. THE SIZE OF EACH TRASH GUARD WILL VARY o TO FIT THE APRON SIZE. o , .," ,(MINE) 3. THE LAST 3 PIPE JOINTS SHALL BE TIED. — —=� 4. TRASH GUARD SHALL BE INSTALLED ON ALL T APRONS 18" OR LARGER. m DIA' 5. FILTER FABRIC REQUIRED UNDER 2 LAYERS R.C. PIPEV-41 ec B OF 500 X MIRAFI FABRIC OR EQUAL W H EYE BOLTS WITH 2CLASS ASWASHERS EACH ei SPECIFIED SD 3/4" STEEL BARS TRANSVERSE AND LONGTIUDIONAL. WELD EACH B PLAN INTERSECTION . TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT ?¢ FASTENERS PER JOINT. INSTALL AT 60" CL FROM TOP OR BOTTOM OF PIPE. N Z' RIPRAP vii o PROVIDE 3 ANCHOR CLIPS TO FASTEN o e PIPE DIA. B O �� p TRASH GUARD TO FLARED END aO SECTION. HOT DIP GALVANIZE AFTER m Ln 36" OR LESS Bc + 24" dd 10' FABRICATION. w 42" TO 54" 1. 5 x B FILTER BLANKET (MNDOT 3601.2B1) 60" OR OVER Bc + 36" SECTION A-A GEOTEXTILE FILTER TYPE III �OAfTCHOR BOTH SIDES. 00 O �O ISOMETRIC TRENCH DETAIL R . C . STORM SEWER .I RIPRAP FLARED END SECTION & TRASH GUARD a CLASS IIC" BEDDING CONDITION y o FILTER BLANKET (MNDOT 3601 .281) N SECTION B-B GEOTEXTILE FILTER TYPE III ys � RIPRAP AT OUTLETS y REV. NO. DATE BY I CHK I DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED SHEET w m Q UNDERTH DIRECT SUPE VISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER DRADE WN M STONEBROOKE STORM SEWER DETAILS 4 UNDER THE LA ESTATE OF MINNESOTA. o F o NOT TO SCALE z o ----� �` Lwv E N O I N E E R I N O PRIOR LAKE, MINNESOTA of ,u„E TIMOTHY REARVIDSON „� "". aeeoz a� ivieicDe CHECKED 305 Stonebrooke Court Shakopee, MN 55379 PERFORMANCE COMMERCIAL SITE 11 I SOUTH 544.00 i r _ - - - - - � — r �/ —1 EDGE OF .� ' � � / L NE OF�� DELINEAT D _ WETLANDRETAINING / co / UILDING ETBAC GRASS TRASH 2 / I RETAINING 4' CONC. WALL APRON �= � b co co Q rn i ri � :.. . : ' C4 / ""4N4% APRON C O KSCAPE WHSE 2 � I �% / ) / ZOO PROP SED B ILDING E GE OF BODY 14,464 S.F. o , 7 jD ET DED TORM �' N � �j N �% / �1�i SHOP WHSE 1 POND / OFFICE rWETLA 6 64, ABOVE BU FE D �% N \ / SETBAK a BUFFEh / CONC. CURB g2, Eh / ��r � 1 ` w a SETBACK / & GUTTER-TYP. blol,l - - - - - - - - - - - - - - - - - - - - - - f / 40 ONE 1A i N Y -- 4 % 24' L — q � _ - - - NORTH 224.00 � L = 157.00 � - - - - - - - -��' j'��—�I 8 ♦ = 15°00'00" �i - 20' "�//r �j W LC ME ' . R = 599.68 NORTH 45.45 ♦ = 15°00'00" hG R = 461 .08 $ e � — — — ��----•tom ... N A En _ PROPOSED PERVIOUS PAVEMENT C 4 X - ------- _ _ t o X C � b ti y O ti y O � 8 REV. NO. I DATE I BY I CHK I DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED _ SHEET W UNDER MY DIRECT' SUPE VISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER m < r 20 --;0 UNDER THE IA ESTATE OF MINNESOTA. DRAWN BTONEBROOKE SITE PLAN 5 [ F Q J T SCALE FEET IMv m E N O I N E E R I N O PRIOR LAKE, MINNESOTA of ME TIMOTHY R. ARVIDSON D� ""• 25502 aF I2/18/2008 CHECKED 305StonebrookeCourt Shakopee, MN 55379 PERFORMANCE COMMERCIAL SITE 11 -947Y'"- CURB CST \ "TC-95�30r�ri- - TC 951 . 31 GL 950 . 30 �\ GL 950 . 81 951 .47 svo' - / �, / ---_. ,_ _ � //� •�j � _- _ _; - � ,. _-� � � � 5 1 �' / n G 950 .97/ - -� - - - - - - � - - - - - - - - - - - - - - - - -WF/ - �-/ � - / o,� g T 95157 - - - - - \ _ n6 - - - F L / /b �% 890 LF SILT FENCE J ` - - - - - - - - - " - - � - - - - - - - - / - - - - - - - - - - - - - - - -. L 51 7 INSTALLED BY ! - - - - �% CONTRACTOR AFTER // tp SWALE HAS BEEN 0 i q� / / TC 950 . 90 0� \C - 0 GRADED & INSPECTED BY CITY GL 950 :40 Wo j - °low / \ 1 i o / TC 951 . 67 TC 951 . 17 GL 951 . 17 WETLAND B / GL 950 . 67 NWL = 945 . 08 a� .�' to OHW = 945 .70 R NING RETAINING / / I �% o� 10Q;YR HWL = 946. 85 WAL CC /UVALLS CB-3 RE 2 948.40 r tow wowM / ' GG ` ' t IE = 946. 60 TC 95108 00 x GL 951 . 319 9 r l 10 RIP RAP / 94 /' 9 LF - 0 5"RCt�i 5 - SLAB 948.50 co N / / b'�" o H 3 °r•; .: )( Q R = 950 . 80 c9 n FES-2 ' r 7 CY CL� I /IE = 946 . 00 !`� LANDSCAPE IE = 946 . 26 I / ` /��/ �P " �//r 7 CY CL III RIPRAP I `° Q�QGK @ 0 3 LF 15 RCP / TC 951. _94 \ / 9 GL 95 f t� OE 945. 50 TC 9 / d o\o GL 951 . 50 ,\ • j / j l �'� -� \ v / 't � � PROPOSED r '4 I WETLAND A BUILDING 5% .o�4 / NWL = 948 . 32 \ � er / FFE 9 50 ...► OHW = 949 . 40 \ ] of .� o, Via' / LFE 952 50 100 YR HWL = 950 .41 OUTLET CONTROL STORM P D 1 ' 0% / / 4. % / I �°/ I ' STRUCTUREto OUTLET CONTROL / EOF = 947 . 50 eF ` \ � SEE DETAILS STRUCTURE ** 0-YR HWL = 947. 35 q% � ' 1 TC 952 . 27 SEE DETAILS NWL = 946. 00 B- TC 951 . 3 -� \ GL 951 . 77 - �/ / I \ IR / OTTO = 940s0() RE too 948m50 N= 946 . 7 GL 950 . 80 rz1 too \ J goto _ RE - 951 .42 1 ;:•. .. .. :TC 952P52 . 7 I OE 945 . 20 1 - - - - -� - - - IE = 948 .42 \ GL 952 . 02 � : .d ; ,.� ,,: ` m - I � ' o _ \ � I/ 7 CY CL III RIP RAP / / ! . ` 6' WIDE POND IE = 94 00 / CCESS BERM % CL III RIPRAP / A ' � . / �_ TC 952.02 5% TC 952 . 60 I ��--� 11 LF - 15 ' RCP TC 945 . 76 6 -GL 951 . 52 GL 952 . 10 \ @ 4. 57% "" TC 949 .48 GL 948 9 2 94,5 J � 6L - 15" RCP Ti - - g \ / _946\ @ 4 . 57%_ / L �'L _ TC 952.81 to 15" RCP 4 \ / / GL 952. 31 - - fid - - \ - 1 J WE LC _ \ r 9489 9 d TC 952.70 v '\ / . - 15" OOV RCP APRON �% 40 LF - 15" RCP 1 - 15 RCP APRON GL 952. 20 9 INV 949 .40 / / � CL IIIoo INV 946 . 00 ei / ✓ / m �✓ /Grp / 1 - 15" RCP APRON ( \ J / 000P/ INV 945 . 50 I MACH / / V \� EOF 950 EXISTINCILG /f �° `SHOULDER / /L / rOF f 1 - 15" RCP APRON / / ✓ ROCK MATCH ° ^ ' \ i INV 948. 50 \ CONSTRUCTION EXISTING o a ` � ' ENTRANCE SHOULDER L° (1No ) MATCH PROPOSED PERVIOUS PAVEMENT 170 LF SILT FENCE EXISTING to w / INSTALLED BY I SHOiJI DER CONTRACTOR AFTER / I E SWALE HAS BEEN GRADED & INSPECTED / BY CITY / \ ` \ / X \ �� KREV. NO. DATE BY CHK DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED SHEET w o F UNDER MY DIRECT SUPE VISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER SDB BTO N E B R OO KE GRADING & EROSION CONTROL PLAN cL' 0 20 4D UNDER THE LA E STATE OF MINNESOTA. m ¢ rTt:•"--I DRAWN 6 SCALE FEET Q/�- too Lr4v E N O I N E E R I N O PRIOR LAKE, MINNESOTA of a a ° ,,,,,,E TIMOTHY ❑G ND. 25S02 �J,,,2/18/2006 CHECKED 305 Stonebrooke Court Shakopee, MN 55379 PERFORMANCE COMMERCIAL SITE 11 `ototo�z o\ —� —\ \ \ - - -/ �� - fir - I � - - - - - - - - - - - - - - - - - - Nook. If 01 ! 1 vl: 31 i ItNoot) o . ir �o GRASS WETLAND IMPACT J - a / 21885 SF �a / / 1 Ico o.0 /! r ' Wi Loll Rot y l ^ fee/ / LANDSCAPEJo' "o"oo"000lI it r i �w ` t w \ r ,\N too / 0000.. If It of 'ANN, oil too loot, for \\ \ �94Ca\ \ ��� 4s \ ` °y� � t ' - - - - - - - -� , n✓ ,00000) 948 �-y q44 gra _i r �'�, ,y 1 It CCOME of yj �x � L �� --- — / / �1VETLAND IMPACT840 SF u° in — I v pa 000toot000 ; � � lo ;: Ntoo N8 y% REV. NO. DATE BY CHK I DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED SHEET m 4 —_—� UNDER TMY HE LA Ci SUPE VISION FMINNTI AMA DULY LICENSED PROFESSIONAL ENGINEER S�DWN STONEBROOKE WETLAND IMPACT PLAN ,� D 20 40 UNDER THE IR ESTATE OF MINNESOTAb o z o SCALE FEET LMV E N G I N E E R I N G PRIOR LAKE, MINNESOTA OF TIMOTNYR. 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', , u� '� II": � ur■ir�•_- ----- "'' `'� u"" t;,ui� +�i�GnE'i►GG�Gi� j�r1� ♦ � . . � � X71 �'n►i ,` - '/,'!I I � . i � . -� m Munn fir"•.. ♦ �♦G•G♦III 'Kiri �i�` �►.'" i'~^— 1 .�. �/ ,�w�,.. �� i .` !//��,i�/����ir`��s =�iiiiiiiiil//!//I►ir. ; �j�j�Q�QGj,, /� r'►►iir�t►i�r�rrQr!w.►• _=!�� Z er '+�'►�G�G�G�1 �� a o ♦ * "" '��PI�lII,�A, .r!��rimsl�r�►a►r!r'►i „`�- -01►� �'�iGFGG+QjG.GQ��L/ L` M 141. G w --- • II�,�� /arw.����i>r~�'•`�►r�`�ri�S"'�'r / �G.iaG.G.G.� � / o . . o . � ♦ ` � IMEMSA_/ITS o .. o . . o . . E •Aw • • mroll • • I OAS A 44 1 �m® / J/ y4 $\ .� ^ f ., _ —=7 �t7— — — - — •� _ — ._"" - `", � �' — — 'tel ' \. _ 1 --9a _ — -947 1 \ � \ SOCJTH / 44:00in - - f - - - ' vw _ OW WETLAND IMPACT a 21885 SF lot in � j M N cam' ,,-/ ON "kv b VIZ. 11 PN 0 7 a - _ _ m 0 9145 'NORTH 2�24.00�94 6\ / 6 ♦ = 15"00'00" X4.4 9 J �1/ E�C c g — - / R = 599.68 4$ 6 \ a� / •/ ^... ,� .�, _ _ .� _� —'--iii _ � 1 � � � \ y � �/ 00 f NORTH 45.45 / WETLAND IMPACT84SF /\ / R - 408— \ _ _ I _ Ln \ / W CL - - - N 20 Ld 8 N _ I K REV. NO. DATE BY I CHK I DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED w •• w UNDER MY DIRECT SUPE VISION AND THAT i AM A DULY LICENSED PROFESSIONAL ENGINEER SDB TREE REMOVAL PLAN SHEET L4 Q 0 _- 40 UNDERTHELA ESTATE OF MINNESOTA. DRAWN BTONEBROOKE 9 o Z o SCALE FEET LavE N O 1 N E E R 1 N O PRIOR LAKE, MINNESOTA OF 9 a a E TIMOTHYR ARVIDSON "". 25502 m 2/18/2066 CHECKED 305 Stonebrooke Court Shakopee, MN 55379 PERFORMANCE COMMERCIAL SITE 11 TREE NUM, SIZE TYPE REMOVE SAVE TREE NUM, SIZE TYPE REMOVE SAVE (CALIPER IN) (CALIPER IN) 1 6 BASSWOOD X 72 8,9 X1•_•1.1 BASSWOOD X 2 6 RED OAK X 73 14 BASSWOOD X 3 8 RED OAK X 74 9 BASSWOOD X a 8 ASH x 75 12 BASSWOOD x NOTES : 5 8 BASSWOOD X 76 6 BASSWOOD X 6 6 ASH x 77 12 ASH x Q From CITY OF PRIOR LAKE ORDINANCE NO . 106-09 : 7 71819 BASSWOOD X 78 11111 BASSWOOD X e s sAsswooD x 79 7 IRONWOOD x a . Foilowing the concept plan review and alternative analysis, 11 12 BASSWOOD x 80 9 ASH x 12 10 BASSWOOD x e1 a BASSWOOD x listed in Section 1107. 2104, significant trees may be 13 7113 BASSWOOD x 82 9 BASSWOOD x destroyed without any required replacement within the 14 12,12 BASSWOOD x a3 9114,14 BASSWOOD x width of required easements for public streets, utilities is 9010 BASSWOOD x 84 8 BASSWOOD x and storm water ponding areas . 16 10 BASSWOOD X 85 618,14 BASSWOOD X 17 7 ASH X 86 13,13 BASSWOOD X ie a BAsswooD x e7 s BAsswooD x b. In areas outside of the exempted areas listed in subsection (a), 19 8 BASSWOOD x as 6 BASSWOOD x up to 35% of the total dbh inches of all significant trees may 22 9,11,11,12 BASSWOOD x 99 9 BASSWOOD x be removed without replacement or restitution . 23 13 ASH X 90 7 RED OAK X 26 10 BASSWOOD X 91 7 RED OAK X 28 16 BASSWOOD X 92 7 RED OAK X 29 7 HICKORY x 93 6 BUR OAK x ® From CITY OF PRIOR LAKE ORDINANCE NO . 106-09 : 30 13 BASSWOOD X 94 7 - BASSWOOD X 31 10 BASSWOOD x 95 20 BASSWOOD x For development which exceeds the percentage of allowable removal 32 11 BAsswooD x 96 6111 BAsswooD x of significant trees, all trees exceeding the percentage of allowable 33 12,13 BAsswooD x 97 23 sa5swooD x removal shall be replaced at the ratio of one-half caliper inch ( 1/2") 34 13 BASSWOOD X 98 9 HICKORY X 35 11 BASSWOOD x 99 12112,11 BASSWOOD x per one caliper inch ( 1 ") removed 36 16 BASSWOOD X 100 16 BASSWOOD X 37 8 BASSWOOD X 101 19,20 BASSWOOD X 'Ell E 39 10 BASSWOOD x 102 14,15 ASH x of 40 19 RED OAK X 103 19 BASSWOOD X 0 41 20,6 BASSWOOD X 104 19 RED OAK X 0 o lj 42 18 BASSWOOD X IDS 21 ASH X .3 43 11 BASSWOOD X 106 23 ASH X 44 15 BASSWOOD x 107 1718 BASSWOOD x TOTAL CALIPER INCHES 1 ,650 CALIPER INCHES 100% OF TOTAL TREES a as 9 HICKORY x 108 1408 sAsswooD x TOTAL CALIPER INCHES REMOVED 1 ,344 CALIPER INCHES 81 . 5% OF TOTAL TREES 46 s eAsswooD x 109 9115 OAsswooD x TOTAL CALIPER INCHES PRESERVED 306 CALIPER INCHES 18 . 5% OF TOTAL TREES m 47 18 BASSWOOD X 110 20 BASSWOOD X o ae is BUR OAK x 111 13 BAsswooD X REMOVALS ALLOWED BY 35% REDUCTION AREAS 01 577 CALIPER INCHES 49 is ASH x 113 12 HICKORY x REQUIRED CALIPER INCHES REPLACEMENT © 767 CALIPER INCHES so 12 ASH x 114 13 ASH x CALIPER INCHES REPLACED ON SITE 111 CALIPER INCHES �€ s1 12 ASH x 115 9 ASH x CALIPER INCHES REPLACED OFF SITE 656 CALIPER INCHES a 52 11 ASH X 116 8 BASSWOOD X Mi 53 18 BUR OAK X 120 6 BASSWOOD X o 54 6,6 BASSWOOD x 121 6 BASSWOOD x TREE SPECIES AMOUNT REPLACED NUMBER REPLACED ss 12 BASSWOOD x 122 10 BASSWOOD x e 57 13 ASH x 124 7 BASSWOOD x ON SITE ON SITE ASH 18 6 58 6 BASSWOOD X 125 13,13,7 BASSWOOD X h BASSWOOD 60 20 ti 0 59 8 BASSWOOD X 126 8 ASH X o 61 6 BASSWOOD x 127 10 ASH x HICKORY 3 1 9 En 62 8 ASH X 128 6 ASH x RED OAK 30 10 w 64 1218,8 BASSWOOD x 129 6 ASH x TOTAL 111 37 w o 0 � 6s 15 BASSWOOD X 130 9 ASH X 66 30 RED OAK X 131 7 ASH X 67 12 BASSWOOD X 132 6 ASH X 68 9 BASSWOOD X 133 9 ASH X - - y 69 7 BASSWOOD X 134 6 BASSWOOD X M 70 14,8 BASSWOOD X 135 8 ASH x 0 71 12,10,9 BASSWOOD X CL o o 8 a REV. NO, DATE BY I CHK I DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED SHEET w . . .. UNDER MY DIRECT SUPE VISION AND THAT i AM A DULY LICENSED PROFESSIONAL ENGINEER SOB TREE REMOVAL PLAN Z m a � 20 40 UNDER THE LA ESTATE OFMINNESOTA. DRAWN MI BTONEBROOKE 10 ~O z o SCALE FEET C/C�� LMvCHECKED E N O 1 N E E R 1 N O PRIOR LAKE, MINNESOTA of u E TIMOTHY R. ARVIDSON � „ zssoz a � vlei�e CHECKED 305 Stonebrooke Court Shakopee, MN 55379 PERFORMANCE COMMERCIAL SITE it — — -947 ° 03" BASS DOD 03" RED K° 0 3' BASSWOOD i , ¢ SSW D 3 ASSW D 3" ASSW D 3' A - '� w \/ \ , � , T o 311 ASH II _ _ s ° ; _ 3 BASSWOOD J - - - - - - - b — r -- ---- N 03 " ASSWOOD 3' RED OAK j 4� t8\0/ 031111 RED 00 �/! \ ASSWOOD � / / e� 6� 3BASSWOOD AW SSOOD / r ° 3" BASSWOOD as 3.' ED OA 95 ' BASSWOOD GG / ' C j`f I/l /W�j GCTI 3 ASH 9 6 / / ! I.0 de N //� ° 3 " ASH / 3" BASSWOOD 3' RED OAK i / i 3" BASSWOOD 3" BASSWOOD \ } / / / \ / \ 0111 BASSWOOD RED OCb AK \ �, 4/ ° 3 " ASH 001" HICKORY ""'"' aILI 1101 iz - - - - =- 3" ' REIOAK BASS O �- 3' ASSWOOD ED� 5 /� ✓ `-, 3 AK 9 /' ° 3" RED OAK1 J1cS ' 3ASSWO DIII It\ - \ \ \ � ) EE'CC > � SSWOOD 9 % — % -- - — \ 0t76 \ \ 0 3" BASSWOOD col ale r4 IR a W i l w x go Ck 7 \ \ / x REPLACEMENT TREE I { I - U) N REV. NO. DATE BY CHK DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DESIGNED w . . UNDER MY DIRECT SUPE VISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER SDB TREE REPLACEMENT PLAN SHEET SCALE 40 UNDERTHE LA ESTATE OF MINNESOTA. L Q „°- DRAWN STONEBROOKE 11 i S� LMV E N © 1 N E E R 1 N O PRIOR LAKE, MINNESOTA OF a a a 1 — CHECKED 305 SWnebrooke Court Shakopee, MN 55379 11 u„e TIMOTHY R. ARVIDSON LIQ NO, 2SS02 mm 12/18/2006 TRA PERFORMANCE COMMERCIAL SITE