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CAS-13_2016-13 FINAL PLAT FOXWOOD FILE 3 OF 3FOXWOOD c7HA,NHASSEN, MINNESOTA 0 50 100 200 SCALE IN FEET VICINITY MAP NOT TO SCALE SHEET INDEX NO. COVER SHEET 1 DETAILS 2-4 EXISTING CONDITIONS SURVEY 5-6 SITE, LIGHTING, SIGNAGE, AND TRAIL PLAN 7-9 GRADING AND DRAINAGE PLAN 10-12 POND AND INFILTRATION BASINS 13-14 EROSION AND SEDIMENT CONTROL PLAN 15-17 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 18 UTILITY PLAN 19 SANITARY SEWER FORCEMAIN PLAN AND PROFILES 20 SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 21-24 STREET AND STORM SEWER PLAN AND PROFILES 25-29 STREET INTERSECTION DETAILS 30 LIFT STATION AND FORCEMAIN DETAILS 31-33 ENCLOSURE LAYOUT DETAIL - 6011 PANEL (120-208,120-240) 34 INNER DOOR AND INTERIOR LAYOUT DETAIL - (120-208,120-240) 35 NETWORK DIAGRAM - TYPICAL IO 36 VARIOUS SCHEMATICS 37 WETLAND MANAGEMENT PLAN 38 TREE CANOPY COVERAGE PLAN 39 TREE INVENTORY AND PRESERVATION PLAN 40-44 LANDSCAPE AND REFORESTATION PLAN 45-47 LANDSCAPE DETAILS 48 DEVELOPER FOXWOOD, LLC 1000 BOONE AVENUE NORTH SUITE 400 GOLDEN VALLEY, MN 55427 PH: 763-432-4500 CONTACT: BILL COFFMAN EM: billcoffman@cbburnet.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com N SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MALEAH MILLER LICENSE NO. 19507 EM: mmiller@alliant-inc.com CITY OFSSEN RECEIVE® AUG 0 9 2017 ENGINEEFMG DEPT. G 0 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com r` M Ln oQ -J CD 0 V) In w zz z_ J � O— �z Q w w N �Q oZ rn U H w O 0 z _O 1-- V Cl) U I— W N W O U 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 ,-w-"-� �. MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 12-7-16 ITH 101 TRAIL INSTALL NOTES 4-11-17 IWATERSHED REV—WET 3 k I112 6-13-17 ITH 101 WALL 1 BID 6-16-17 ILIFr STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 i SHEET 1 of 48 IV 24"x38" slob opening for Neenah u 83057-V or equal PIPE 22 1/2' BEND 1 N 90' BEND/1EE SIZE 1 V Grote shown B2 D2 B3 2- VB Grates shall be used at all low t o O j' points. WW� Orin � I grate Or equal. PLAN / Not to Scala Y-1 J..-4 Concrete adjustment rings with /u 2' 8" 4'-g" beds of mortar. beds o t8 retEp stadpcon etc or 3 DPslilg rings. ° - 6'-2" 6" precast reinforced concrete slob. N S-6 Top of barrel section under lop slab V-13 (M-0) e 4' 0" 24" R/W 3'-0" `R/W AN pints in manhole to here Varies .. "0' ring rubber gaskets. 4-0 TSP' s 10' W -O" - NOTES: -5. • 0 a prepared by both the outside and inside. V3520 Na 57 SECTION MH Ggte valve location QTIOF CATCH BASIN on projection of MANHOLE CnMOeu�on property tine. R/Y! NOTE: ENGINEERING DEPARTMENT R/W All dead ends to be A " v v! "'�' ire� ate Valve And extended a minimum of Minimum slab thickness, C for 14' one pipe length beyond NOTE: gate valve and closed each 4' of depth greater than 14', Water main to be on with plug tied backto 60"w north and west side tee, diameter at pipe and slope o center nter line unless grout r toward invert. hyM ante Pa.. w Valve and Box to be515-60 with Proposed sidewalk. CnIOF TYPICAL mom INTERSECTION REMSED, 2-0e ENGINEERING DEPARTMENT 7007 mus NAM Add Mastic Between frame Manhole Casting, Lid and Ad Usting And RMga Rings (See Piatea 2710 & 2 17) Provide I&I Ranier on all sanitary sewer manhde{aee plate 2109) Manhole steps shall be Neenah R -1981J. 16" on center, sol Sts Shall be on Downstream d, SldeepUnless Pipe Diameter is 18' or Larger All Joints in manhole to have "O"ring rubber gaskets. Infl-shkold external seols or as directed by the Engineer. A Maximum of 2 Short Manhole 4'-0` Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5" with Made face of well. i Kor-n-seal required. Precast Inverts Must be 1/2 of Pipe Diameter and Benches SSEC11O ACT ON VIEW Sloped 2 Toward the Invert Minimum thickness of precast base Is 6" for 14' deep or less, and iocredn". 1" In thickness far every 4' of depth greater than 14'. 1. K 1. w -n -seal manhole a equal considered acceptable alternate. 2. All dog houses shall be grouted on Inside and Outside. 3. When the manhole ar catch basin structure Is constructed outside the trawled roadway a witness post and sign (MH) ,hall be installed next to the manhole. Mor STANDARD CMW MANHOLE REVISED: z -1S PUTE NO: ENGINEERING DEPARTMENT 2101 FlLF NAME C:c SPECS2101 6' Cone. collar �� TYPICAL 4' DIAMETER 40d1= CATCH BASIN MANHOLE REVISED:2-to PUIE No.: ENGINEERING DEPARTMENT 3102 FRE NAME R C SPECS 102 NOTES; 1. Shape of bock of buttress may vary as long as poured against fkm undisturbed earth. 2. Dimension CI,C2,C3 should be large enough to .,.it. angle 0 equal to or larger than 45'. 3. Dmcram A1,A2,A3 should be as large as possible Aithout interfering with MJ bolts. 4. G = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bards & fittings shall be restrained with Megalugs throat reatraints or equal 9 - Sae ne 24"x38" slob opening for Neenah r p 83057-V or equal PIPE 22 1/2' BEND 1 Note' 90' BEND/1EE SIZE 1 V Grote shown B2 D2 B3 2- VB Grates shall be used at all low 6 1'-5" j' points. i 5 Neenah R3067 -V costing and _ 1 grate Or equal. PLAN / Minimum of 2 maximum of 5-2' Y-1 J..-4 Concrete adjustment rings with /u 2' 8" 4'-g" beds of mortar. beds o t8 retEp stadpcon etc or 2 0 DPslilg rings. ° - 6'-2" 6" precast reinforced concrete slob. 20" S-6 Top of barrel section under lop slab V-13 3-4" to hove flat top edge sealed with 4' 0" 24" 2 bends of Ramnek a equal. 3'-0" W-10" AN pints in manhole to here Varies 5-C" "0' ring rubber gaskets. 4-0 TSP' s Precast concrete section W -O" - NOTES: -5. • 1. Doghouses shall be grouted on a prepared by both the outside and inside. V3520 Na 57 SECTION 2, No block structures are allowed. QTIOF CATCH BASIN Manhole steps, Neenah R1981J or MANHOLE CnMOeu�on equal, 16" D.E., Aluminum steps ¢ ENGINEERING DEPARTMENT approved. a4p r" A " v v! "'�' ire� ate Valve And Minimum slab thickness, C for 14' BOTTOM depth. Increase thickness 1' for Tyler No. 6850 Mueller No. H-10361 each 4' of depth greater than 14', _ antl reinforce with 6"x6' 10/10 mesh. 60"w Groot bottom of manhole to 1/2 SECTION diameter at pipe and slope mt Wedge Valve grout r toward invert. �� TYPICAL 4' DIAMETER 40d1= CATCH BASIN MANHOLE REVISED:2-to PUIE No.: ENGINEERING DEPARTMENT 3102 FRE NAME R C SPECS 102 NOTES; 1. Shape of bock of buttress may vary as long as poured against fkm undisturbed earth. 2. Dimension CI,C2,C3 should be large enough to .,.it. angle 0 equal to or larger than 45'. 3. Dmcram A1,A2,A3 should be as large as possible Aithout interfering with MJ bolts. 4. G = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bards & fittings shall be restrained with Megalugs throat reatraints or equal 9 - Sae ne PLAN 90' BENDS PLAN 45' BENDS Vwlatrle 3' Yin e - See nate 4 CONCRETE SHALL BE A IN CONTACT WITH THIS QUADRANT OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 22 1/2' BENDS C1fIOF CONCRETE THRUST �y1 �p��pp� 1�ealon BLOCKING PEVL�D: 2-M ENGINEERING DEPARTMENT PUTS Mo.. 1002 DIE TUNER G SPED, 1W2 Inspection Hood Pies Opening Allows up to Top 12 "diameter pipe 211" Top Section Tongue Altowa up to 12" variablity a of r _- T G PEI E 181., S Ed 21" M1 > Lu Transition SeMion-' it" sweep Sectim qb_ 16�" Royal 4 Ir4Yw�,LxI www.royalenterpriaee-net nlS*-�Buwr IntraFlow - Inside Drop System Standard Details Plme M lntraFl-1 Rev. Dote: 7-12-06 SEG 24"x36• slob opening for Neenah 3067-V or equal 1- V Grate shown 2- VO Grates shall be used at all low points. Neenah R3067 -V casting and _�- grate or equal. PLAN inimum of 2 maximum of 5 3° Radius concrete adjustment rings with full _-_�� beds of mato. 6" Conn roller BUTTRESS DIMENSIONS Precast concrete or HDPE adjusting rings. fiBEAa.A56 Rbb 8' W OWRNA. LENGTH, Fara SIDE PIPE 22 1/2' BEND 1 45' BEND 90' BEND/1EE SIZE 81 D1 B2 D2 B3 D3 6 1'-5" 1 -5 i 5 2'-1" V-6" B 12 - -5 ..-1 -10 t 5 1'-10" Y-1 J..-4 1 6 2 Q ... 2' 8" 4'-g" 2'-0" 2'-6' t8 3'-0 2 0 3'-10 3 0 6'-2" 3' 6" 20" S-6 2 8' V-13 3-4" 8'-4" 4' 0" 24" 4'-4" 3'-0" W-10" 3'-10' 9'-8" 5-C" 30' No. 60 s g'-3" W -O" - PLAN 90' BENDS PLAN 45' BENDS Vwlatrle 3' Yin e - See nate 4 CONCRETE SHALL BE A IN CONTACT WITH THIS QUADRANT OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 22 1/2' BENDS C1fIOF CONCRETE THRUST �y1 �p��pp� 1�ealon BLOCKING PEVL�D: 2-M ENGINEERING DEPARTMENT PUTS Mo.. 1002 DIE TUNER G SPED, 1W2 Inspection Hood Pies Opening Allows up to Top 12 "diameter pipe 211" Top Section Tongue Altowa up to 12" variablity a of r _- T G PEI E 181., S Ed 21" M1 > Lu Transition SeMion-' it" sweep Sectim qb_ 16�" Royal 4 Ir4Yw�,LxI www.royalenterpriaee-net nlS*-�Buwr IntraFlow - Inside Drop System Standard Details Plme M lntraFl-1 Rev. Dote: 7-12-06 SEG 24"x36• slob opening for Neenah 3067-V or equal 1- V Grate shown 2- VO Grates shall be used at all low points. Neenah R3067 -V casting and _�- grate or equal. PLAN inimum of 2 maximum of 5 3° Radius concrete adjustment rings with full _-_�� beds of mato. 6" Conn roller * ALSO SEE PERFORATED DETAIL (SHEET 10) HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL M A SPRING MOUNTED Precast concrete or HDPE adjusting rings. fiBEAa.A56 Rbb 8' W OWRNA. LENGTH, Fara SIDE 6" 6" precast reinforced concrete slab. BOX (SNAI(E vales NEEDED PEREXI. -Water Service 12=18' FU Top of barrel section below top slab E gyp$' below gutter grade. q Neenah R -3067 -VB shall be used to have flot top edge sealed with F, lot all IoW points. ft r- VALVE BOX 2 bend, of Ramnek aequal. E E Varies All pints in manhole to haw as 4-O� Typ. "W ring rubber gaskets. In WATER Precast concrete section 2-,$4-60"Long RmsEo. z-11 Manhole steps. Neenah R198IJ or Pum No.. 1005 ISOMETRIC equal. 16' o.c, Aluminum steps No Scale 27' approved. MAndfle,5 6, UD -CAST MAY IRQI. AM A -4e CLASS 358 2• LETTERS Doghouses shall be grouted on both 7. FRAME-CAM-A-40 ST CRAY RON. ASIOASTS 40A - w the nolaid. and inside. NOTE: F%TFNa1nN Co a o No block strtctures arc allowed. ++rya 14' Gate valve box, screw type, IIx 1S". A Minimum slab thickness, 6' for 14' No. 60 s depth. Increase thickness i'' for Z' - 6• - each 4' ofea depth greater than 14', g • and reinforce with 6x6" 10/10 mesh. a prepared by .. V3520 Na 57 SECTION No drain holes QTIOF CATCH BASIN Protective MANHOLE CnMOeu�on WITH SUMP RLvam:1-td ENGINEERING DEPARTMENT PLATE NO.; Flt, NAME:G c iW * ALSO SEE PERFORATED DETAIL (SHEET 10) HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY MIN, 2,0 i/Y I 7 3' 1 CUBBIICYxiia OFCLEM ROC( IS CAPE VALVE v` TEE MIH ADAPTER AND 2 LAYERS OF POLYETHYtaRE (4 MIL) 8"X18"X5 SOLD CONCRETE BLOC( NOTES: 1.ALL HYDRANTS YDR TS SHALL HAYS NEEP HOLES 2, MINIMUM 7.5 COYER OVER ANN. S All M SUBJECT TO TME,SPE YEAR WARRENTY PRIM ]. All PNNiQI SURFACE SH AS NOTED IN SECBC4 RAW OF THE WATERMAN SPECIFICATIONS. . 4. HYDRANT $ INSTALLATION SHALL INCLUDE A *t LU S MARKER. 8. ALL JCNTS T TO PLUMB TO V NA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 8. ALL HYDRANT H R PWMB TO VERTICAL AJt15, MAXIMUM ALLOWABLE TO 1/2' PER FOOT OF HYDRANT. ]. NTatAnT TO OF SEWRFI.Y COVERED WITH PLASTIC MRM OR BAG TO BfiMCATE THAT IT 6 OUT or SEeMI:E QT[OF TYPICAL HYDRANT INSTALLATION Pum RPASM1 I- ENGINEERING DEPARTMENT 1004 11 E NAME G: NG EPEtS taa4 Provide hale In top slob & seal with concrete caulking nloterial. Slab to be furnished with 27" Old. offset opening - Front Cove Manhole Frame_ zz� and Cover �. �\ Stainless Steel straps & expansion boils, T R-198IJ or Aluminum at 16' o.c, or equal PLAN VIEW Coa lg & Lid as per detain 2112 Concrete Adjustment Ring. 2-2 Min.. 3-4" Max. 6' Thick Concrete CoOar, 6" Precast Reinforced Manhole Slob Ecol Add Mastic Between Frome And Rings GIssppM Pressure Sewer Valve with Back IT ahiag Eq parent and Valves 2" S2W and S20A8 or "Equal Provide 2' Flange, Tee, (2) 90' Bends, and 2" Dia. Tap aid Nipple with Saddle. Double Strap Required on 10' Dio. and Larger pipe. Smith Blair 313 a Equal Foreemain SECTION A -A L4 Concrete Cove 28 Gauge Aluminum I " 3/8'%i /4" ed 72'%6"Precast Reinforced Can. Base Slab 4' Handl 2" Styrofoam iL2IE 1. When the manhole or catch basin structure Is constructed outside the traveled roadway a Bolt Aluminum Though witness post and sign shall be installed next Insulation for Frost Cover to the manhole. CPFIOF FORCEMAIN AIR RELEASE VALVE MANHOLE RE1nsEn: z-tfi ENGINEERING DEPARTMENT RIATE �- 2106 FRE NAPE: G ENO SPErS u5 116vgbletyCCu atAt tier to be tronsiticned into a 8618 ./�"*r'Z1P nhba m & Grate �CaetecR -30g /m -eV vB Gornt or `Inc Scoc*`� i THE HYDRANT MARKER SHALL M A SPRING MOUNTED 6' Metol fence past fiBEAa.A56 Rbb 8' W OWRNA. LENGTH, Fara SIDE MAOINTES A MOUNT APPUCADON. USun RED & VINIF REFLECnYE BOX (SNAI(E TAPE NRAPPNVO OVER RE PULL IENCDI OF THE NEEDED PEREXI. -Water Service i FU It,5542- UT CURB OR 4YOR R RB OR gyp$' below gutter grade. q Neenah R -3067 -VB shall be used nYDRANr F, lot all IoW points. ft r- VALVE BOX MIN, 2,0 i/Y I 7 3' 1 CUBBIICYxiia OFCLEM ROC( IS CAPE VALVE v` TEE MIH ADAPTER AND 2 LAYERS OF POLYETHYtaRE (4 MIL) 8"X18"X5 SOLD CONCRETE BLOC( NOTES: 1.ALL HYDRANTS YDR TS SHALL HAYS NEEP HOLES 2, MINIMUM 7.5 COYER OVER ANN. S All M SUBJECT TO TME,SPE YEAR WARRENTY PRIM ]. All PNNiQI SURFACE SH AS NOTED IN SECBC4 RAW OF THE WATERMAN SPECIFICATIONS. . 4. HYDRANT $ INSTALLATION SHALL INCLUDE A *t LU S MARKER. 8. ALL JCNTS T TO PLUMB TO V NA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 8. ALL HYDRANT H R PWMB TO VERTICAL AJt15, MAXIMUM ALLOWABLE TO 1/2' PER FOOT OF HYDRANT. ]. NTatAnT TO OF SEWRFI.Y COVERED WITH PLASTIC MRM OR BAG TO BfiMCATE THAT IT 6 OUT or SEeMI:E QT[OF TYPICAL HYDRANT INSTALLATION Pum RPASM1 I- ENGINEERING DEPARTMENT 1004 11 E NAME G: NG EPEtS taa4 Provide hale In top slob & seal with concrete caulking nloterial. Slab to be furnished with 27" Old. offset opening - Front Cove Manhole Frame_ zz� and Cover �. �\ Stainless Steel straps & expansion boils, T R-198IJ or Aluminum at 16' o.c, or equal PLAN VIEW Coa lg & Lid as per detain 2112 Concrete Adjustment Ring. 2-2 Min.. 3-4" Max. 6' Thick Concrete CoOar, 6" Precast Reinforced Manhole Slob Ecol Add Mastic Between Frome And Rings GIssppM Pressure Sewer Valve with Back IT ahiag Eq parent and Valves 2" S2W and S20A8 or "Equal Provide 2' Flange, Tee, (2) 90' Bends, and 2" Dia. Tap aid Nipple with Saddle. Double Strap Required on 10' Dio. and Larger pipe. Smith Blair 313 a Equal Foreemain SECTION A -A L4 Concrete Cove 28 Gauge Aluminum I " 3/8'%i /4" ed 72'%6"Precast Reinforced Can. Base Slab 4' Handl 2" Styrofoam iL2IE 1. When the manhole or catch basin structure Is constructed outside the traveled roadway a Bolt Aluminum Though witness post and sign shall be installed next Insulation for Frost Cover to the manhole. CPFIOF FORCEMAIN AIR RELEASE VALVE MANHOLE RE1nsEn: z-tfi ENGINEERING DEPARTMENT RIATE �- 2106 FRE NAPE: G ENO SPErS u5 116vgbletyCCu atAt tier to be tronsiticned into a 8618 ./�"*r'Z1P nhba m & Grate �CaetecR -30g /m -eV vB Gornt or `Inc Scoc*`� i Variable 6' Metol fence past denoting curb box. aj Curb box with 1 1/4" -- standpipe and stationary rod T� J/ A` r -Water Service i Concrete Block Support cd NQ7� Co'chb sin to be da ressed 2' 8esign 4oe A gyp$' below gutter grade. q Neenah R -3067 -VB shall be used 2. Add 6' damped pigtoll to curb stop. F, lot all IoW points. shop one ous of piing, splices will not be permitted ra cock t 1"piece. 4. Corporation pack to be 1" x t' inside mometar. - S. Saddles on DIP. or smaller mains and 011 moms mainrequired r l and mains or larger. - es equ sap. 6. Saddles when required shall be Ford styylte F202 doubletr 7. Stainless steel saddins required en alt hVC watermain. CtfiOF t4t�yyr Curb QnGuiterCuncrete TTP WATER Acip,st top to 3/4" below. 2-,$4-60"Long RmsEo. z-11 Babas Each way Pum No.. 1005 ISOMETRIC provide 12" of adjustment, No Scale t 0 5' N B Top of X Curb Design gutter line grade SECTION A -A No Scale 2-#4-60" LONG Reborn Each way Frame & Costing MR CURB �•yQ� CONSTRUCTION 1�1061LW11 AT CATCH BASIN REMSm:1-10 PIAIE Na.: ENGINEERING DEPARTMENT 3106 FlLL NAME C: C SPELS 3108 Ti Street PL Variable 6' Metol fence past denoting curb box. Top 6" Pointed blue. Curb box with 1 1/4" -- standpipe and stationary rod T� J/ / Bibb Ste-Croio. x NB-5160 y` -Water Service i"XI" Corporation Guck 7" Type `K' Copper Concrete Block Support Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6' damped pigtoll to curb stop. service w n 3. The copper ee co lin a between the e ml an and curb box PP shop one ous of piing, splices will not be permitted ra cock t 1"piece. 4. Corporation pack to be 1" x t' inside mometar. - S. Saddles on DIP. or smaller mains and 011 moms mainrequired r l and mains or larger. - es equ sap. 6. Saddles when required shall be Ford styylte F202 doubletr 7. Stainless steel saddins required en alt hVC watermain. CtfiOF TYPICAL TTP WATER Acip,st top to 3/4" below. SERVICE RmsEo. z-11 ENGINEERING DEPARTMENT Pum No.. 1005 Tru: NNE:, c sPEa 1005 gAEDTDWEMASTIC ANRINGSRAME - ,�1.5' 5" BIT. WEAR " 2" BIT BASE I&I BARRIER SEE DEATAIL 2109 HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL 6' THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ, DETAIL MANHOLE CASTING & UD SHALL BE PER DETAIL 2111. -_ BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND `f MAX- (3-4) ADJ. RINGS HDPE OR (1_2" RB4C WITH PRECAST CONCRETE MORTOR a 0.2') ADJUSTING RINGS I&i BARRIER 27' 6" THICK CONCRETE SEE DEATAIL 2109 DOLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES, 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH lle TO i/2' MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC- OR APPROVED EQUAL 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. alliPOF MANHOLE CASTING AND ADJUSTING DETAIL REVISED: 2-15 PUTS ND.: ENGINEERING DEPARTMENT 2110 FILE WE G:),ENG SPECS 211C eTYN DROP -LID 10 7.5' Minimum cover required wAIEx Tyler No. 6860 RAISED all over top of water main, Mueller No. H-16361 / Bibb Ste-Croio. x NB-5160 y` -Provide Valva Stem Risers was 5x31 - SANITARY MANNaEa To Within 6" Of The Surface WIN - STORM MANHOLES H The Distance From fill WQ - WATER MANHOLES The Top Nut Of The Valve To MAINS FOR DEPTH OF COVER 16 i6 FEET ORR LESS.. maximum of 5-2' The Surface Is Greater Than 8'. 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHENSANITARY Vi S ARY SEWER SERVICE IS NOT ACCOMPANIED BYA WATER SERVICE IN �� TTP / Acip,st top to 3/4" below. IGrade Tyler No, 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment, Bibby -Ste -Croix No. VB502 27' i MAndfle,5 6, UD -CAST MAY IRQI. AM A -4e CLASS 358 2• LETTERS Tyler No. 6860 7. FRAME-CAM-A-40 ST CRAY RON. ASIOASTS 40A ITRUSH • F%TFNa1nN i'- Bibb), -Ste -Croix B-5001 Tyler No. 58 V 14' Gate valve box, screw type, No. 59 1S". "M " No. 60 24" •_� �� a .. �J�it Mueller No. 58 14" bextended, M6 round base No. 59 • DIE NAME: G: NC SPECS 2111 Bibby -Ste -Croix prepared by me V3520 Na 57 9`L oive Adapter: 1/4" VB521 No. 58 14'With Protective VB522 No. 59 20"g, •mil VB523 No. 60 26" Insta"ad Between A " v v! "'�' ire� ate Valve And olvo Adopter. BOTTOM Tyler No. 6850 Mueller No. H-10361 65` 65"1eller or American Bibby -Ste Croix No. VB516 60"w Control eTYN DROP -LID CUSTOM told 7.5' Minimum cover required wAIEx Tyler No. 6860 RAISED all over top of water main, Mueller No. H-16361 / Bibb Ste-Croio. x NB-5160 y` -Provide Valva Stem Risers A C0wEpLLp 5x31 - SANITARY MANNaEa To Within 6" Of The Surface PKXAOUE - STORM MANHOLES H The Distance From PER NF 1015 WQ - WATER MANHOLES The Top Nut Of The Valve To MAINS FOR DEPTH OF COVER 16 i6 FEET ORR LESS.. maximum of 5-2' The Surface Is Greater Than 8'. 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHENSANITARY Vi S ARY SEWER SERVICE IS NOT ACCOMPANIED BYA WATER SERVICE IN �� TTP / Acip,st top to 3/4" below. IGrade Tyler No, 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment, Bibby -Ste -Croix No. VB502 27' i MAndfle,5 6, UD -CAST MAY IRQI. AM A -4e CLASS 358 2• LETTERS Tyler No. 6860 7. FRAME-CAM-A-40 ST CRAY RON. ASIOASTS 40A ITRUSH Mueller No. H-10357 F%TFNa1nN inside and outside. d Bibb), -Ste -Croix B-5001 Tyler No. 58 V 14' Gate valve box, screw type, No. 59 1S". 3 piece. 5 1/4" shaft. size No. 60 24" G ibex, 7'-6 Mueller No. 58 14" bextended, M6 round base No. 59 20" DIE NAME: G: NC SPECS 2111 Bibby -Ste -Croix prepared by me V3520 Na 57 9`L oive Adapter: 1/4" VB521 No. 58 14'With Protective VB522 No. 59 20"g, 1/2" Rubber VB523 No. 60 26" Insta"ad Between A " v v! "'�' ire� ate Valve And olvo Adopter. BOTTOM Tyler No. 6850 Mueller No. H-10361 65` 65"1eller or American Bibby -Ste Croix No. VB516 60"w Control 60-i mt Wedge Valve nforming to AWWA Valve and Box to be515-60 Standards plastic wrapped per h All Stainlesssection 2.03a el Nuts & Botts. real 18"X18"X8" Concrele Black liffof TYPICAL GATE VALVE Kum AND BOX INSTALLATION REVISE0:2 oa i FIJI NWE:¢ ENGINEERING DEPARTMENT No.. 1006 10015 Pum i-3,LL/CMaNID inadel ETA G.ASINiED IAS USED FOR SARTIAIN AND WATER MMIIIQES See City Plate No. 3107 for riprap placement. Use 2 tie batt foste'nar. per Joint. Install at 60' from top or bottom of pip.. ISOMETRIC HIS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards, 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from opran. 3. All new Reinforced Concrete Aprons an existing pipe shall be tied to the first pipe adjacent to the apron. Cff1 or FLARED END SECTION REYIsm: 2-10 ENGINEERING DEPARTMENT Pum No. 3108 TqU WE: G 0 SPECS 3108 CL PL CUSTOM told uyL, RAM" ARE I -..Ir 2 -t. RAISED all 1842 \, / CMA HASEu L -n to N UMRMx' TEKER- �1/2 PIPE DIAMETER LAIN. SEE NO2. A C0wEpLLp 5x31 - SANITARY MANNaEa . PKXAOUE - STORM MANHOLES Top of Curb PER NF 1015 WQ - WATER MANHOLES Minimum of 2-2", -'- MAINS FOR DEPTH OF COVER 16 i6 FEET ORR LESS.. maximum of 5-2' •1. 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHENSANITARY Vi S ARY SEWER SERVICE IS NOT ACCOMPANIED BYA WATER SERVICE IN �� SO' is NOT UNLESS CALLED WT W pan / 1 SPI AT TONS. 2 DIMENSIONS ARE IN FNGLSH MEASUREMENTs AGGREGATE (3149H). �w 3. CAs11NGs MEET Hs -25 NEgpRFMf 4, MANUFACTURED W USA O 21/4• S W ALFlEs Fat real CREDITS SEWER SERVICE i MAndfle,5 6, UD -CAST MAY IRQI. AM A -4e CLASS 358 2• LETTERS T- 7. FRAME-CAM-A-40 ST CRAY RON. ASIOASTS 40A ITRUSH CONfE42m HWIdE DETAIL a FRNISH-BARE METAL NO PAW M CMIMOa B. W kin . MANE 126 EBS / LID 122 Las inside and outside. d � ry �1 NOTES: 1. Steps shall be provided in all catch basin/manholes MANHOLE CASTINGS OLL � pU�1y1�1�0pf� 41IB11119J0� O W AND LIDS DETAIL REMSEb 2-15 U O ENGINEERING DEPARTMENT that this plan, PLATE NO, 2111 DIE NAME: G: NC SPECS 2111 See City Plate No. 3107 for riprap placement. Use 2 tie batt foste'nar. per Joint. Install at 60' from top or bottom of pip.. ISOMETRIC HIS NOTES: 1. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards, 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from opran. 3. All new Reinforced Concrete Aprons an existing pipe shall be tied to the first pipe adjacent to the apron. Cff1 or FLARED END SECTION REYIsm: 2-10 ENGINEERING DEPARTMENT Pum No. 3108 TqU WE: G 0 SPECS 3108 CL PL VARIABLE �FENCF g. POSTS -..Ir 2 -t. WYE PLUGGED EN °i ,m- ( /�7/8 BEND F00 m 6" PVC SOR-26 PIPE MIN. SLOPE 1/4' PER T n, If w - - - 2"X2" MAR TEKER- �1/2 PIPE DIAMETER LAIN. SEE NO2. SANITARY SEWER GRAVITY MAIN Precast concrete or SANITARY SEWER SERVICE CONNECTION DETAILi HOPE adjusting rings. Top of Curb SERVICES TO BE USED IN CONJUNCTIONP iLWEff- C Varies Minimum of 2-2", -'- MAINS FOR DEPTH OF COVER 16 i6 FEET ORR LESS.. maximum of 5-2' K -TEL 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHENSANITARY Vi S ARY SEWER SERVICE IS NOT ACCOMPANIED BYA WATER SERVICE IN THE SAME TRENCH INSTALL A 6HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER PAINT' TOP 6" OF PAST FLORESCENT N.. GREEN. 3, CLEANOUTT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET, ' 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). �w between each and o 6" thick concrete collar O TYPICAL SANITARY �C� �1�o�fp�p ol7enumlim SEWER SERVICE REV152D:3-09 ENGINEERING DEPARTMENT Pum 2001 FltE NAMEG: ENG SPECS 001 NOTE. 1- V Grate Shown 2- VB Crate Shown shall be used of all low points. a /T :I Face of Curb J N Direction of Flow - - PLAN Gotchbasin. casting Date and grate Neenah QUALITY R3067 -V or. equal Grate to be 2" below 3" radius tort, box. gutter gr'ode. ISSUE 5 transition curb on each CITY COMMENTS side of catchbosin... Precast concrete or A 1 HOPE adjusting rings. Top of Curb - Varies Minimum of 2-2", -'- 6 1/2" maximum of 5-2' Valles concrete adjusment 24" x 36" _J rings allowed with 1/4' Precast 5" 3' minimum to 1/2" bed of mortar Z �w between each and o 6" thick concrete collar O 3' Grout on the outside. Q CL - U 6"Min. base Doghouses shall be bath the inside SECTION 0 inside and outside. d NOTES: 1. Steps shall be provided in all catch basin/manholes and storrn sewer manholes. 2. Casting to be totally encased In concrete curb section. OLL 3. No block structures are allowed. 0 O W 4. No wood shims ere permitted in the adjusting rings. c) C[FIOF STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED: 2-10 putE NO, 3101 ENGINEERING DEPARTMENT FIE NAMEG,ENC SPECS 3101 11 PL M' 4" Topsoil, Seed & Mulch m Sod. PL Wear, Course to be 1/2' Above Edge of Cotter 3.0% 2.0% 1.5:1 1'. DrofntNe 1 1 "-MNDOT 2350 SPWE834QU Tack Coat - 2357 2'-MNDOT 2360 SPNWB330B W -Class 5 Aggregate Base 24' MNOOT 3149.28 Select Granular Borrow (-See Note. 7) MOTES 1. Minimum Right-of-Woy Required 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0:75%. 4.' 4.0" Topsoil placed in disturbed areas. S. 2 Rolle sod behind curb, 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shaft be performed by the owner In the presence of a city inspector. The city has the authority to requite additional subgrade correction based on the test roll. B. Draintie shall be placed along both aides of roadway. See plate 5232 for details. CPPIOF TYPICAL * WIM RESIDENTIAL STREET SECTION REwseD: 4-14 ENGINEERING DEPARTMENT Pum 5200 FILE NAME: G:\ENC.\SPE 5209 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL Illesse i DATE DATE ISSUE 8-29-16 CITY COMMENTS WW TEMP. CDS RELOCATION A 1 UTILITY REVISIONS 10-25-16 M U STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & I132 O _J ~ LIFT STATION PAD AREA REVS 00 O (n Z �w Z O Z Q Z Q CL - U O Q LLI OLLJ 0 I- o�a OLL O W cy) c) U O 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 A " v v! "'�' ire� MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA MPR ELL NO: 215-0119 SHEET 2 of 48 4 per! 1� A NrA I � `s'�€ £ i .gc E&. �T �BA 9tl,1P ayUt 4T -.ytg3 �tX TWA E$s e+ga pa L6" 1 Distance to CL variable /2'r $R49A i a P I 3"r lop Bituminous Material /2'r `p slope 3 4" er ft �' Wit al1iia119,11 .� �� g nIN SUBDIVISION PED RAMPS ® 8", f8" MnDOi 8678 II i Cdncrele Curb and Gutter 1 f2"f 6 I tan t ar=oSle Top Bituminous Material CIRCUM 45:5' RADIUS=285.88'/360' �� gp'1 3or 1/2"r o r I Blope [0 3 4 per MnDOT 8612 COM./IND. 60 RAD. 48'. RAD. Concrete Cub and Gutter RURAL 1 60' RAD. 40'. RAD.' NATE: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 8' 12" Tar Use Only with Private Drivawoys. Cn[QF Parking Lots, or Medione. 28"R 12'R 18' Top Bituminous Materlai 68'R �- 71 +'/ 1/2" 110 1/2- Surmountable Gannets Curb and C+ttter I 28 4' 4' 1 1/Bir Bituminous Surface Bituminous Curb 6' Show Formed �I Cff[OF TYPICAL CURB :10-09 AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT nATE N0'` 5203 FILE HAVE C C SPEGS 5203 4 per! 1� A NrA I � `s'�€ £ i .gc E&. �T �BA 9tl,1P ayUt 4T -.ytg3 �tX TWA E$s e+ga pa Y1 d 1-`i'gC 4`. 1162 yt �$i�}e �• p c6kk ggB ggYr,g1 bba}5y �SrZ r � e $R49A i a P Ills S 1 c pp r W, 1; �' Wit al1iia119,11 .� �� g �� $riAyy4g� g6E t3 SS 5x� SUBDIVISION PED RAMPS ® 5;1;S II i yf¢3 @$a1� E 2X' az aff OF Pedestrain Curb Ramps Page 2 of 5 REvism: 3-14 ENGINEERING DEPARTMENT T-ITE ND„ 5215A FRE N :G: C SPECS 2)SA � 5 92 G' $ L_ 11 AGGREGATE BASE A 0!1 r Me_ .s Ac �' Wit al1iia119,11 + SIR 6661 © C a ac¢ SUBDIVISION PED RAMPS OUTSIDE OF TH 101 - RIGHT OF WAY m -Rio aff OF Pedestrain Curb Ramps Page 2 of 5 REvism: 3-14 ENGINEERING DEPARTMENT T-ITE ND„ 5215A FRE N :G: C SPECS 2)SA CLAY S 4' PERFORATED PIPE GEOTEXTILE WRAP (3733. TYPE 1) TRENCH DETAIL Perforated PVC PIPE DETAIL 11..Q�O�EANOUTS REWIRED AT 300' INTERVALS & ALL ENDING POINTS, 2. SWING TIES TO BE SHOWN ON AS -GUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOL SUB CUT IS NECESSARY, QF[OF 4" SUB -SURFACE DRAINTILE REVISED: 3-14 '"BE: ENGINEERING DEPARTMENT I 5232 IRE NPINEG: ENG SPECS 5232 TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height 2"drop 1 0 long t ansitlennl height curbing' A q height 7'7" AIVYA MNDOT 8618 CONE. C &.0 SURMOUNTABLE C & G 0 �pC�Mp��O�f p TYPICAL CURB t,HN1uRM1BL1 RADIUS REWSEW 1-10 ENGINEERING DEPARTMENT Pure No: FRE NwEG: c ECS uw 5204 • a Ra 1 k " I r 13 F z6 x t � a L 5 b3g77 F ` Y AN�t1g1 3 ii Jim €m, Ni ffyg[ A s: V H be a 3d tR. FE4 M Aj x ] ( SUBDIVISION P .L N 0 ED RAMPS OUTSIDE MA c1 iE$ OF TH 101 RIGHT 1 ggll ! i OF WAY ar lof Pedestrain Curb Ramps Page 3 of 5 gCMSED, 3-14 PIATE NO.: ENGINEERING DEPARTMENT 5215U :!LE rvAME: G: 0 C6 521518 HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES UA METAL DETECTOR. FINISHED GRADE ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) ONE PIECE PVC SDR. -35 CLEANOUT RMR (SIZE AS PER PLAN)--► II -III -III -I III -II -III -III -III-III-1 I I= I-� I_I I -I I -I II=III-III-1 = III-11=111=III W -I I I_I I I -III I_I i -III -1 I I -I II III II III _II III III III_II _111_11 -III -III RIOGD SDR -35 t0' MIN. NOTE_ 1. SOLVANT WELT) ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT, TRACER .WIRE AS PER SPECIFICATIONS, FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REWIRED TO PASS A LOW VOLTAGE CODUCTIMTY TEST. NTILE CM of C SUB -SURFACE ANOUTS FOR INLINE AND END OF RUN CLEANOUTS maw I REVISION 1-12 ENGINEERING DEPARTMENT PUR N0.. 5234 FEE NAMED CS 5234 x--, � 5 92 G' 227.07 Q,P AGGREGATE BASE A ma5 l wR ev w.awleq A G=63FIE �.�,` Me_ .s Ac W + SIR \ n CURB AND GUTIER.7 MNDOT SELECT GRANULAR BORROW \ 'r 285'S2'50'PRC - C \ ui COURSE FILTER AGGREGATE SUBDIVISION 60 25' CIRCUM 45:5' RADIUS=285.88'/360' �� gp'1 MNDOT 3149.2fi 12' DEEP o r 1 \J STANDARD CUL-DE-SAC X Y. COM./IND. 60 RAD. 48'. RAD. URBAN 60' RAD- 45.5BAD- CLAY S 4' PERFORATED PIPE GEOTEXTILE WRAP (3733. TYPE 1) TRENCH DETAIL Perforated PVC PIPE DETAIL 11..Q�O�EANOUTS REWIRED AT 300' INTERVALS & ALL ENDING POINTS, 2. SWING TIES TO BE SHOWN ON AS -GUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOL SUB CUT IS NECESSARY, QF[OF 4" SUB -SURFACE DRAINTILE REVISED: 3-14 '"BE: ENGINEERING DEPARTMENT I 5232 IRE NPINEG: ENG SPECS 5232 TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height 2"drop 1 0 long t ansitlennl height curbing' A q height 7'7" AIVYA MNDOT 8618 CONE. C &.0 SURMOUNTABLE C & G 0 �pC�Mp��O�f p TYPICAL CURB t,HN1uRM1BL1 RADIUS REWSEW 1-10 ENGINEERING DEPARTMENT Pure No: FRE NwEG: c ECS uw 5204 • a Ra 1 k " I r 13 F z6 x t � a L 5 b3g77 F ` Y AN�t1g1 3 ii Jim €m, Ni ffyg[ A s: V H be a 3d tR. FE4 M Aj x ] ( SUBDIVISION P .L N 0 ED RAMPS OUTSIDE MA c1 iE$ OF TH 101 RIGHT 1 ggll ! i OF WAY ar lof Pedestrain Curb Ramps Page 3 of 5 gCMSED, 3-14 PIATE NO.: ENGINEERING DEPARTMENT 5215U :!LE rvAME: G: 0 C6 521518 HUB WITH THREADED METAL PLUG TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES UA METAL DETECTOR. FINISHED GRADE ONE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) ONE PIECE PVC SDR. -35 CLEANOUT RMR (SIZE AS PER PLAN)--► II -III -III -I III -II -III -III -III-III-1 I I= I-� I_I I -I I -I II=III-III-1 = III-11=111=III W -I I I_I I I -III I_I i -III -1 I I -I II III II III _II III III III_II _111_11 -III -III RIOGD SDR -35 t0' MIN. NOTE_ 1. SOLVANT WELT) ALL JOINTS ON CLEAN OUT. (NON-GASKETED) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN. 4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN OUT, TRACER .WIRE AS PER SPECIFICATIONS, FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REWIRED TO PASS A LOW VOLTAGE CODUCTIMTY TEST. NTILE CM of C SUB -SURFACE ANOUTS FOR INLINE AND END OF RUN CLEANOUTS maw I REVISION 1-12 ENGINEERING DEPARTMENT PUR N0.. 5234 FEE NAMED CS 5234 x--, � 5 92 G' 227.07 Q,P "u0i us ma5 l wR ev w.awleq A G=63FIE �.�,` Me_ .s Ac 7� HIGH/LOW PT. 60' R DIUS /iSho 60.25 1YI�� FOR DRAINAGE \ n CURB AND GUTIER.7 t I f \ 'r 285'S2'50'PRC - C \ ui �\R40ui SUBDIVISION 60 25' CIRCUM 45:5' RADIUS=285.88'/360' �� gp'1 I \ \U) hu, tui \\ 1 \J STANDARD CUL-DE-SAC X Y. COM./IND. 60 RAD. 48'. RAD. URBAN 60' RAD- 45.5BAD- RURAL 1 60' RAD. 40'. RAD.' -NOTE: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2, PLUS 6' GRAVFt. SHOULDER, (RURAL) Cn[QF TYPICAL Clow CUL-DE-SAC R-1ok i-10 ENGINEERING DEPARTMENT PULE NO.: 5205 FILE NAME:c c :PEGS 205 £SA� l e gg $ 3 1 6 $ I� I X� $" MM ffi� Pedestrain Curb Ramps Page 4 of 5 RLI ISED: 3 le PIA1E Na.: ENGINEERING DEPARTMENT 5215[ L4P:ME U.., '. iA5215[ � 5 92 tl D t1 III g X121 :••.•- ma5 l wR ev w.awleq A G=63FIE F RKA6 M'NEET, A Ne, Me_ .s Ac be AW EM]x `A F F X PA'huENT ,21r N'AZaE A. eSR@iATI cels _ le S ot INP w Gr amP r s1aEr EEPIT ANDyeas IN NN SUBDIVISION PED W WY M f Y LFR N WE ou w AREA. MM1WR lMadE63 w1AlL IR % $ 6. 6 CWICREF wM a' ri QAfrB 5 Fel F RAMPS aA zayE OUTSIDE OF TH 101 f RIGHT OF _ T r"� WAY © Y61 re .. W . S mE« owr swim E a { r-] S� F RA91i3 w3TRLL@ A Yw.. i or Y a a awwF]. wy £SA� l e gg $ 3 1 6 $ I� I X� $" MM ffi� Pedestrain Curb Ramps Page 4 of 5 RLI ISED: 3 le PIA1E Na.: ENGINEERING DEPARTMENT 5215[ L4P:ME U.., '. iA5215[ owsRAt _J_DT G. Pe11We A(¢1RV 4Uu tW .ILL Y0.YKATFNS M[E4..NtY To ewRr wM q.SP. ORPF R YMIIEb/NPE 'yp'R41. becrow. w . oGA . Nw AA M EXE ar (Y) ReAE 1.f.E3 MM 9µuat SmW.Y9.'E w cco'. R coI AS brom s ME EYAC VNMI. 6 NL fWbz LM.. w As.. NzM"P Rr ME .R WIwMIfS M . wfowm W Wn fsozCT &'.M;. of NFI A No fW fr. RUN BKTNUM+, RYA a MIT.Vw MC X.ZP. 4 oyam IY I.... .1E .,aV ReSAMCE.1, Taz NSP. fto'M mfA NY41 NOl: NzIff HK .bse,. C MEME1 I. ..b MJfM ExNIR %yLE1E A35£ERr N,. EE aw4CMRNAr GfAwEO Rio I..To woo ILI-0 w E.P A MPnY . w IA:;cf, ww5 t„ ZONo ANNE ems. Lon PQ6 ANTI SWEET tM059N:0I) N T. shun, "A w ES GNE M ear%u.N Ar LLL s1Wi1 GT#8X43 ixA. mM W w n9 c SIM LYJri'al 'XMEu Ew NwNr 1W a Ho )Rs LW.M AT Dow tiLWc yOF LIGHTING POLE * awfflm REvISED: 2-0 ENGINEERING DEPARTMENT PLATE No.: 5240 FINAMeW G sPEcs n4o LL a ww hn NO CURB & GUTTER (£NERAL N)TL _.- i P R IUM NAIRE: tl D Q Nla2 R. o J1 NEW" node X121 :••.•- ma5 l wR ev w.awleq A G=63FIE F RKA6 M'NEET, A Ne, Me_ .s Ac be AW EM]x Ilia,... Ny 1. IW F X PA'huENT ,21r N'AZaE A. eSR@iATI cels _ le S ot INP w Gr amP r s1aEr EEPIT ANDyeas Qx Not SxAu ft mraAxDa Aa Fswora AUMXwf ax tx xrA. a•e . mix Lrn<I. IEY' CRKiA WMwAY SNAIL RE .1. AT . WSLM &NYWeIs PA`.L ., 0 uwwc V.. mwu IN, PNVb ser wAnes . TANNNE, AwsL W WY M f Y LFR N WE ou w AREA. MM1WR lMadE63 w1AlL IR % $ 6. 6 CWICREF wM a' ri QAfrB 5 Fel F YLLERBWD NNRA Nows SW SF be AwKOYe CWAl aA zayE Goes "o Xs,f. ieb,, mes-«M'AX a mE Rr 1X.,Es A rows FWii Ar III -NTS mmv.es feofarece s coww.AR. F © Y61 re .. W . S mE« owr swim E (D Across G Au D.. RAMEww05 A- x I I" % IF ww. r-] S� F RA91i3 w3TRLL@ A Yw.. i or Y a a awwF]. c PXDW w A LL.. a '�BRas K OINK 0 7.E U. , TIF s'w PFI. Tsai WE ME crow F.s A nw Mm Tw AlN4 r RaA,ET LP fe WE AA m^. z s Nesse X-ME-u.XE rEms PAT. . YX..,sw..uwm x.Tfbwww.. .. . F X.R. : e. fdJX . C'JM^. 0.R R B. R L. IVAN a; ME EWAL RI zowww JNC V. FlVMWA T.4 NFe NEI A werwA4 fME fXM AIM. Y P I EIEYEMt NSE owsRAt _J_DT G. Pe11We A(¢1RV 4Uu tW .ILL Y0.YKATFNS M[E4..NtY To ewRr wM q.SP. ORPF R YMIIEb/NPE 'yp'R41. becrow. w . oGA . Nw AA M EXE ar (Y) ReAE 1.f.E3 MM 9µuat SmW.Y9.'E w cco'. R coI AS brom s ME EYAC VNMI. 6 NL fWbz LM.. w As.. NzM"P Rr ME .R WIwMIfS M . wfowm W Wn fsozCT &'.M;. of NFI A No fW fr. RUN BKTNUM+, RYA a MIT.Vw MC X.ZP. 4 oyam IY I.... .1E .,aV ReSAMCE.1, Taz NSP. fto'M mfA NY41 NOl: NzIff HK .bse,. C MEME1 I. ..b MJfM ExNIR %yLE1E A35£ERr N,. EE aw4CMRNAr GfAwEO Rio I..To woo ILI-0 w E.P A MPnY . w IA:;cf, ww5 t„ ZONo ANNE ems. Lon PQ6 ANTI SWEET tM059N:0I) N T. shun, "A w ES GNE M ear%u.N Ar LLL s1Wi1 GT#8X43 ixA. mM W w n9 c SIM LYJri'al 'XMEu Ew NwNr 1W a Ho )Rs LW.M AT Dow tiLWc yOF LIGHTING POLE * awfflm REvISED: 2-0 ENGINEERING DEPARTMENT PLATE No.: 5240 FINAMeW G sPEcs n4o LL a ww hn NO CURB & GUTTER y[y�1 ypL 10 be .0 ma M.C. AXNR 1/x lis nIKN11Ex T 42 mu. tl D MA%yWM AT RAI. 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New,i Now RP[OF CONCRETE RESIDENTIAL 0 DRIVEWAY ENTRANCES CImBI l� WITH AND WITHOUT CURBS :10-09 ENpNEERINC DEPNiMEM PUTE N0.: 520II FILEFiEf FILE WE: G: ENG SPECS 5208 1 Lu i ZM VARIABLE IF 10 12- PER FT. SLOPE TOWARD NO ADWAYY CURB r TOPSOIL TYPICAL 3" MNDOT 2360 SP 3409 8" CLASS 5 RASE COMPACTED SUBGRADE PER SOIL ENGINEER NOTE 1. SHOULDERS O T BE BACKFILLED AND RESTORED WITH 3' OF TOPSOIL AND RE -VEGETATED WITH SOD OR SEED J MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE 1 THIS DETAIL SPECIFICATIONS ARE MINIMUMN REQUIREMENTS ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL. BLACK DIRT, OR ORGANIC SOILS ALLOWED. - - ..• "i_CC 161 w. i F:,•d="L t": i;EPArs7tlrN.. E r, ;1 e 7 6 p12-0862 HARDWARE PACKAGE INCLVDES: (4) 110 GAIN. CARRIAGE BOLTS FUEL HR TEMS FLA. / (4) ROUND FLAT WASHERS. (3) H'. NUTS. \(4) LOCK WASHERS,k (4) 3•x 1'x}" TAPPED DETAINING WASHER. �L -8.75' TO Ur" DIA. BEAT CIRCLE (4) NOTCHES IN SHAFT TO ALLOW Bar HEAD H W EARANCE as NOTES 1. FINISH HOT DIP GALYAM2E PER ASTM- 155 (ulEs L a 2, BA A 2 BAOLE CEN TO BE CON ENWCU6M TO SHAFT AFT k I• N ( ) AND HOPE CENTERLINE . LETTERS NUFA) U R'S N AM. 3 STENCIL MIN I/2 IN. LF.iiERS MANUFACiURF.R'S NNABER AFTER GALVANIZING. 4. PILOT POEM AND SHAFT AXES i0 BE CONGENIPoC 9.66' DIA. .125 LANE AND IN UNE (+/- ICI 5. PLANE T. SUITABR PERPENON%XAR TO THE BASEPLATE. B. PREHEAT, 1TATBLD PILO, HANDGRiND, AND CLEAN BASEPLATE HELIX AND PILOT POINT ON AIL WIDENED AREAS. 7. EXCEED ECUT 2' BELOW NO PERIN59F C. LE L. (2)$ NOT TO EXCEED 3j32• BELOW NOMINAL SURFACE LEVEL. (2) 14 INA. PEAKS NO INAL SE FACE LARiilES INT TO EXCEED f/32' ABOVE L SURF! SURFACE LEYR OR INTERSECTIONS OF HIaIX NOMINAL SURFACES B. ALL IS H F UNUSED NEW, AND M81 TRACEABLE IL ME MEEPTI THE E p10MN0 SPEtlF1C4PIX45: RASEMAIE' ASTM A38-tLATEST REVEION) STRUCTURAL STEEL (CONFORM To AASHTO TOM BUL 127x) 5HAF1` ASTM: A252-DATE5T REMSION) GRADE 2. I STEEL POPE PILES. ALTERNATE MATERIAL: ASTM 1�\ A53 -(LATEST REVISION) TYPE E OR 8, GRADE R ALL RADIAL SECTIONS NORMAL STEEL PIPE OR ASTM A500 -CUTEST REMSON) TO IS +/- 3' GRADE B STRUCTURAL STEEL TUWNG. HELIX:. ASTM A836 -(LATEST REMSICN) HOT ROLLED STEEL -LIS• PILPONT, OT PASTM A575 -(LATEST REMON) STEEL GH BAR. @S1LI52- CARP ear PER ANS B1O.8.1, 845 JAES � T GRADE --5. 1 10. BASEPLATE IS PERMANENTLY STAMPED WIH ALL MEAL SECtIONS NORMAL MANUFACTURER'S IDENPFICAPON 'ABC' IN 1/2" LETTERS AND TO AXIS +/- 3' DATE CONE IN 1/4" METIERS 11. HARDWARE SHOIAD BE PACKAGED IN BURLAP BAG AND ATTACHED TO FOUNDATION. HEl1X MUST BE FORMED BY MATCHNG METAL WE BECOME.. TgiWE: NO GREATER MAN 18,009 FI. IB. (BLUE MEW OF TRUE SELICAE FORM) MOP ASSEMBLY * CHEM ASSEMBLY BASE DETAIL REVISED.2-08 I ENGINEERING DEPARTMENT PLATE ND" 5241FILE NAME:SP G: ENC ECS 5241 11 OWN FROM PAL NO CURB & GUTTER W -I J £eAY wpM hemPRMERtt ap F NARDCDukR ALlaA3 ,yyC (1 24' MAS Mel AT Raw Swy)a. 'be' FARAWUS IS MSiALLV". A INR DF T RAUUS ti REWMkV. Dilstance _ of SMain Or SewerL. tramSMain from o O Cleanout__ - , EDGE OF - '• -:. TIL PAWIEnI 19' y,.,,gli ERE ERD OF [KEYWAY SANL1Pi pLL SIRHI ANG 'e,AREAS Aat BEFrFE PAS r'Q e'R} CO NM MVST AVT I E.I.1.,B' T EEEie steep SWEpsy.ET AFAR ENT I. LYJ 9M:P R SIIGEl SFtlld wM VEIN PAYL4N1 ick YAttil [I(BrSygEEi AGIXn 1XRIpE"S OVARY TIMCKNOM To ME MWr OF wAr 9! ME A MMMM OF 2-r i J ur,z w enWwas MM a• or aAx a Ern eASE IW cYR FROM an CURB & GUTTER - rz j SLOnE TO ROADWAY a y so MAX DINIEN MOM MmDE PRe+ERT, f S IF xpRTLT4R AllaAS n 2' e-21 YA%XUM ROw P.41_ B o - IR A Rechs Pipe 11 Guoge g INSr,W.Ea, A ANA Ci Y RAaVs rs IF.WMD. Y 1' L ..= Y - nna or else - T� kr � }, ith Washers INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. M Raw sx1N.L eE a YRawu or s -.Y Ems a n wwAYP'wMZZ s wM r a cess s fur eA3E r F a 1XIM To BF REPLAM 1. ME.S .1I1 EW SWEET 16.RAMEMENT SMUL EE4: NC ^;E c". REYDYD To WE NEMEP .ART w Sween F Y 01 WNe 1REu1x 1G 1e11ex1.1 nxo Wnw uRE..'PAN. A. DRARUIE. MY OF RESIDENTIAL BITUMINOUS SIDEWALK DRIVEWAY ENTRANCES REWseo: t-10 WITH AND WITHOUT CURBS FIVIs t.2-10 ENGINEERING DEPARTMENT 7 NO.. 5209 FILE R INE:¢ Ls G" % 24" or 30` or 36' Traffic Sign ' W -I J SEWER. WATER OR COMBNAPON SERVICE (OBOE ONE Double Aluminum Street as Required VARIABLE Iw Sign - Both Dlreatlona eat P.L. fromom Downstream Manhole __A_+_ ____ Dilstance _ of SMain Or SewerL. tramSMain from o O Cleanout__ of Cr of Crude for Service be _ be installed-- 2.5LB. Y Upper 1 L� VALVE. BOX 6'. 8 Galvanized Steel VARIES 5'-8' Length, Size and Type of Service - (SEE PIANS) , Curb Stop Corner Co, Coordinates:. X___. Y-_ -___ E Sign Post ^Denotes Sewer Service End (9 -Denotes Water Service End j SLOnE TO ROADWAY 2 3/8' O.D. rc (2) 8/16' x 1" - 4- CLASS 5 BASE iE�. 2' Coivenized Steel S In Post 8d'.e - o tLQ�xSa Pipe 11 Guoge g - Tamperproof TiE CARD - T� ENGINEERING DEPARTMENT }, ith Washers INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. -� CONCRETE SIDEWALK - M v 2 n. REWseo: t-10 ENGINEERING DEPARTMENT P1ATE No" 5214 Curb Anchor Plate f SLB. T Anchor h -PFIfennoticolly OrNoo Typicol Street Typical Traffic Sign InstullotlolT Sign Installation 6. Ti ` LL..JJ I Bol'POP ost Winh Sign Bo' t in Culcrete -- Past F.------ Expansion Joint Materlai - 4 Sides Full Depth T `TIL --ff I.2y I`2�1 Typical Sign Installation In Concrete Medan Anchor Plate Detail 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 1. Far Boulevard Location of Street Signs and for Traffic Signs, Cantoct Chonhassen Street Superintendent (952-227-1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger In Size, Must be Mounted with Two Separate Posta. 4. Far Private Streets, Signs Shall be the Same m Above, Except Lettering to be White on Blue Background. 00F STREET AND REVISED:1-10ENGINEERING TRAFFIC SIGN awfilm INSTALLATION : 1-1D 1-10 ENGINEERING DEPARTMENT FILE NA FILE I4NC SPECS 521] E Where the flow of water is meeting, place sad strips Perpendicular to the direction of water flow. SHINGLING SOD p4 P Where the flow of water is concentrated, piece sod slips porollel to the .direction of OVERLAPPING SOD water Pow. NOTE: Although pegging on sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lock of protection or proper core. �� PLACEMENT 1-10 FILE ENGINEERING DEPARTMENT 5303 FllF NMIE G: \EVIG SPECS 3 CITY PROJECT W -I J SEWER. WATER OR COMBNAPON SERVICE (OBOE ONE Street Name VARIABLE Iw Oownststr eam frNo._ eat P.L. fromom Downstream Manhole __A_+_ ____ Dilstance _ of SMain Or SewerL. tramSMain from o O Cleanout__ of Cr of Crude for Service be _ be installed-- Length,ce Piee__ L Length, Size and Type of. Service P;pe___-_-_-_,-____ f HYDRANT L� VALVE. BOX 6'. 8 Downstream froNa VARIES 5'-8' Length, Size and Type of Service - (SEE PIANS) , Curb Stop Corner Co, Coordinates:. X___. Y-_ -___ j 1/4" PER FT. ^Denotes Sewer Service End (9 -Denotes Water Service End j SLOnE TO ROADWAY CURB If. a Y Dara 4- CLASS 5 BASE iE�. 2' stryctur s euM n Wxd'ng swears ww bmw4 6 .e, t'1, stns dryy 'Not. Me i.v l0 4eRa vxwer vdxe. pravwtX Pmara. LalmNme « IR:ir bm.s +XH 1 e acceRem. Its .«mm.nl . n.,:ture y_agt_gyl,aL _"_this Iia IQ.'[b a CONCRETE SEE NOTES 1 & 3 tLQ�xSa STANDARD SERVICE 1. TYPICAL 6" THICK CONCRETE SIDEWALK. TiE CARD 2. USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. ENGINEERING DEPARTMENT 3, JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. I�IiOF CONCRETE SIDEWALK MAINTENANCE OR -DELIVERIES REWseo: t-10 ENGINEERING DEPARTMENT P1ATE No" 5214 FILE NAME:G: G SPECS 3214 CITY PROJECT CITY OF CHANHASSEN SEWER. WATER OR COMBNAPON SERVICE (OBOE ONE Street Name _ Lol Block---- Addition Nome -._. _.._ -._.,_w____ Dswn- Oownststr eam frNo._ eat P.L. fromom Downstream Manhole __A_+_ ____ Dilstance _ of SMain Or SewerL. tramSMain from o O Cleanout__ of Cr of Crude for Service be _ be installed-- Length,ce Piee__ L Length, Size and Type of. Service P;pe___-_-_-_,-____ f Dista at P.L.__--_- Distance Sewer Main to Riser _ _+� Riser Heigh Down.t Downstream froNa Ste. Stn: at P.L. fromm Downstream atream Manhole ----------- +____Length, Length, Size and Type of Service Leath at P.L Curb Stop Corner Co, Coordinates:. X___. Y-_ -___ -OCheck if Sewer' Service Riser Installed ^Denotes Sewer Service End (9 -Denotes Water Service End (SHOW SKETCH WITH TIES HERE) C-V..t- Foo -ort If. a Y Dara IsIVI , mid DwO of fMcx GtrrM by iE�. ra. ales b. -f, 1tt, of ncl m«e dem vNe ,n yn lA Per.. we vVht, ens NWT be v. to PwVFreot stryctur s euM n Wxd'ng swears ww bmw4 6 .e, t'1, stns dryy 'Not. Me i.v l0 4eRa vxwer vdxe. pravwtX Pmara. LalmNme « IR:ir bm.s +XH 1 e acceRem. Its .«mm.nl . n.,:ture y_agt_gyl,aL _"_this Iia IQ.'[b a *QTIOF STANDARD SERVICE mom TiE CARD REVISEo: 1 -IG ENGINEERING DEPARTMENT No 5221 FILE NAME G\ENG\SPECS 5221 , UTILITY REVISIONS PROJECT NAME FORCEMAIN UPDATE 10-31-16 STORM 12- TO 158 REVS PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 RESIDENTIAL SUBDIVISION TH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS DEVELOPER- NAME LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA MPR ELL NO: 215-0119 PHONE NUMBER CGNTACT-NAME PHONE NUMBER 6' PERMITTED. CONSTRUCTION HOURS-MON.-FRL 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELYW NO CONSTRUCTION ACTIVITY, MAINTENANCE OR -DELIVERIES ALLOWED ON SITEJ C TSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4, LETTER SIZE TO FIT 6' X 6' SIGN. CPffOF DEVELOPMENT INFO SIGN REVISED:1-10ENGINEERING DEPARTMENT xATE NOM 5313 FIE bAME,G,\ENG\SPECS\5313 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, NIN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com M Ln Ln Q >t - On 0 m N N LLI Z Z Z_ J :2 LQLLIa- < LLJ WC/1 C) a O Z to Q a) U VL! r 5W G D IV I O i 0 U Z U 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 df the laws of the State of MINNESOTA MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12- TO 158 REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA MPR ELL NO: 215-0119 3 SHEET 3 of 48 FINAL GRADE NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFlED, INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - G WIDTH OF "INSULATING BOARD - b 5' S' 6' 3' (Irrof INSULATION Rum DETAIL RE•ASm.t-tG ENGINEERING DEPARTMENT PUDE KG' 2205 FILE NAIRSQ MEMO, R-4342 GRATE OR APPROVED EOUN_ APXTSTINO RINGS (2•) lr MORTAR BETWEEN RflNFORCNG TD LCNSIST OF ¢ BARS AT R" C.C. BOTH WAYS WALLS TO BE PRECAST SECIIOM OR CONC. SEWER BLOCK -PRE-CAST OPENING AS REWIRED CATCNBASIN (27" DVA_.) DESIGN SPECIAL 2 �Q TYPICAL 27" DIAMETER IION�u�om CATCH BASIN REMSM.2-1D ENGINEERING DEPARTMENT Pu,E 3103 FILE NAMED. G\BPECS 3103 48 INFl-SFIIELD EXTERNAL SEALS JJJJ__ AT floes 5 AND CONE 'X SECTION .KAPPLI ON SANITARY A Q U L AS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. 11... TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS, CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4, CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. > �u�Ep"Q�L' I & I UDNI➢eLMI� BARRIER RENSED: 2-15 PUR NO.:2109 ENGINEERING DEPARTMENT FILE NAME: G: NC SPECS 3109 MANHOLE CASTING k LID AS PER A.xGF � ��nd MUx a xwly dioE DETAIL PLATES (2110 @ 2111) "1/1 BARRIER" INNER i• MANHOLE RING SEAL__ HDPE OR PRECAST AS MANUFACTURED -- CONCRETE ADJUSTING RINGS BY "STRIKE PRODUCTS. .R" rtm. nom OR APPROVED EQUAL YrA",a �m�I�.M�nM �dwYsiMmaletn PRECAST, BLOCK, OR 27" MASTIC SEAL BETWEEN BRICK MANHOLE CONE FRAME AND STRUCTURE CORBEL r 48 INFl-SFIIELD EXTERNAL SEALS JJJJ__ AT floes 5 AND CONE 'X SECTION .KAPPLI ON SANITARY A Q U L AS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. 11... TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS, CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4, CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. > �u�Ep"Q�L' I & I UDNI➢eLMI� BARRIER RENSED: 2-15 PUR NO.:2109 ENGINEERING DEPARTMENT FILE NAME: G: NC SPECS 3109 wWMrRL d xai MAE DIAGONAL MGM 4 A® A.xGF � ��nd MUx a xwly dioE rz am n.,sv YM® dd"°`nw°A'I,meW°"dM M°1MLa d`aw 'ol�"OYMIMnuemn mrMMd°"Of »n.. FIN x d wbrx � �iw mwAmtp1Fxmw ""Ila A MAM n MxML a xm Neu[ E EmYEn F M o,MRR tan°^xmw,"^�ir a�''� s L�Lw" PLAN MEW mllmalRl AN">VLL E menllmm xaxN AIL Ra.EAr .R" rtm. nom ML dME 9FIA REI M PM dMl R n1MMAxM m M PAM d AArM1 YrA",a �m�I�.M�nM �dwYsiMmaletn i 9 M,11 Na W O:m M[ Ng96r dCdIL'Im. 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Mm xRl M PAM aM®A RM �L R^rE ;3�[5 NoiR PMfuL2L RTIIYE M INe R IRATYom eAtm d Y+x1dAxM d m Adaar xN RR4\ Mlml PaVO Nn1ATd5 xD RRGOx mrRLLNMRI M.CANG nxan f ,IO ].0m61R�A.Ylmx1 v � g o'aj� aAd d m .••. xR LI1L ® 1 Mar M RTrm dp"V talo AR m a maNE rad�Ml,lM 6^"On RaN6 mRIME MwxO dM R R r ddf PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB k GUTTER [j A M... ®mRRc'�iLlo aaiYo amRir P e a"�"RONIi v s¢°r`°w°1i's i V) ♦ F 1' WL VIOM xM YAx fID Sdt MNL dECIO11 /L^� V r Ixd1LLNPL ITIS n NFAId MM nR Y Y Y W LYO" xM W,I dYCIR" RxRO daII.WOrrVIn�RM� PERPENDICULAR ® v �IN�®ML M1RINGO�OG"dIQMR(Wx WIN MdI Mnd 2 S M unwm o,�af'wx RL MAMR dmNR rd mMrdrvm �Q 0 aLMINAad,AR ueR Arm xL mIu avn MI. rwn MN .oI PEDESTRIAN CURB RAMP DETAILS F°'m'Mar`m Nm°'^0a 8-6-2014 STANDARD PLAN 5-297.25d 1 OF 5 LEGEND 8-6-2014 A dFr eozvuu+xw"... eAd r MAMrAI eIR Munn ro ,OgT.br,N ROY R M dMIYN IVd[ vNxrsi pJp,Q. 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IA1dl0 Mr rww Redo IRwdmaT mw d em e TMY Lldt WNL IXn C® nm Rd WOw16' R Me dd a �.I"""a p d MImAu wMNt arm xLYL R Rm Ir .YL /YW2 MDNGATP nLYI IMM m Re1WNMwMY dIffi I NU_.. mdalMF Mdem AaMmn NW d,r VTIVDReS4U GNiAI n x"wa rd i°^i°A RfmraL W11'NMIT ®EeaRmP�xTM,Eu� � urt�a oelvnY"2 WNR Rwm xLY[ WHIR OWL QiRO 1d AY,MYdN MPAMQ WwL i11IFn YE PAM R,.YL MI[ RRCIML WPW MIm M IXI,[ p d avw,cla. Mm xRl M PAM aM®A RM M ANDANRMM xB am I d e m rmrPLx mw d MrtnMi Wldx SECTION B -e PMfuL2L RTIIYE M INe R IRATYom eAtm d Y+x1dAxM d m Adaar xN RR4\ Mlml PaVO Nn1ATd5 xD RRGOx mrRLLNMRI M.CANG nxan f ,IO ].0m61R�A.Ylmx1 2RFrL ARNRE YAY R PMI Q 1' M .' LYON MfA F n .6W M WON a1RE d M TLRCT,IL 11. Md STANDARD PLAN 5-297.25 5 OF 5 �/r WBApf O X. YRIWIIAR.fIM""ILM talo AR m a maNE rad�Ml,lM 6^"On RaN6 mRIME MwxO dM R R r ddf PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB k GUTTER MOW 0- dMt E R11Ad IUB M... ®mRRc'�iLlo aaiYo amRir P e a"�"RONIi v s¢°r`°w°1i's i V) ♦ F 1' WL VIOM xM YAx fID Sdt MNL dECIO11 /L^� V r Ixd1LLNPL ITIS n NFAId MM nR Y Y Y W LYO" xM W,I dYCIR" RxRO daII.WOrrVIn�RM� N ® v �IN�®ML M1RINGO�OG"dIQMR(Wx WIN MdI Mnd 2 S M unwm o,�af'wx RL MAMR dmNR rd mMrdrvm �Q 0 aLMINAad,AR ueR Arm xL mIu avn MI. rwn MN .oI PEDESTRIAN CURB RAMP DETAILS F°'m'Mar`m Nm°'^0a 8-6-2014 STANDARD PLAN 5-297.25d 1 OF 5 LEGEND 8-6-2014 specification, dFr eozvuu+xw"... eAd r MAMrAI eIR Munn ro ,OgT.br,N ROY R M dMIYN IVd[ vNxrsi pJp,Q. Aw^a MndM xa .wAmn ro xd-R,dAeL MAM Nm x RwO IIT rNd NMIdaR KIwIAiFA¢nMwLdxOifWL y e E mpY®F M OId®I M am a duly Licensed LEGEND i3 8: ,. y • , : ,;-' nm rLAi Wx rz am n.,sv YM® rz Tore uN na e¢r rd roanxo[ mAu d R"MAtM dwMn »n.. 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Mm M ®RR 11aTOO xE xRrAR[ m NL IAV 1NO M" RNYe E NROaNa As 1®d x1IMPf R rFle 0aa[ dTAli M n1mBR FNL SECTION B -e PMfuL2L RTIIYE M INe R IRATYom eAtm d Y+x1dAxM d m Adaar xN RR4\ Mlml PaVO Nn1ATd5 xD RRGOx mrRLLNMRI M.CANG d^Yp1ms'"iide r rxINmAMLRmAHeEccWa[NweYra"dml eRwJL E gI rrprp� R f ,IO ].0m61R�A.Ylmx1 ® "RI r0 mR[rz rule N[ x10OlA M CdnErt µ S ERTNEEI°M oMRwclm wgvawr m M m" v gowur STANDARD PLAN 5-297.25 5 OF 5 �.iT�n3w talo AR m a maNE PW PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB k GUTTER YL, tt IUB mZ rd M V) JxL� wMm ti" IRIGrsi Ra111"NNtMmrAR[ wiim A@TIO mmraL wrO"Oe wNrRI aw,x"" .R mean A MmrMi /L^� V w N xmo u"wawi`r Am m A ,-.Id w.M aR wan. AF Ra xm PMr d It8 Ta 1 NaO x wd,. R, meas A 2 oeimru AND Mm: a Mor mRLwr MN mR"1" nwwa �Q -2014 PEDESTRIAN CURB RAMP DETAILS �TowM1°^^"m rwrgd Nlvx m aAa r 8-6-2014 STANDARD PLAN 5-297.25d 1 OF 5 WOR IAUmIrPRI AJMMF UMT. 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TM- ^L.w,m "m'i o,"� ° niw� uwxa" vnd v LIJ z d^Yp1ms'"iide r rxINmAMLRmAHeEccWa[NweYra"dml eRwJL E gI rrprp� R 1�L��M�^+• 2-9-2015 ®RR>maa mMdxMAdY7lL STANDARD PLAN 5-297.25 5 OF 5 �.iT�n3w > E mndmm MU. NM redox 8 d6a. 1 DV ®1' F F w WOIY RX Wi vd ¢OC x Yl m6Tan PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB k GUTTER 19 Y Mk�CIR'I^L6 RP�IO"a arIR11 TIW Sd i x L' ML V,Oa 11M YM i4 !"b N IUB V ORA I,Im WML R IIILm a119[e M eLLWX IdA \d Ig1r d Wr Nlnb V) oRa.d�MNRQ w F ddRdmMMdRa /L^� V ®I C:YLRL ""dLIMRIC°Im MI"N .!= 'WPI1;m.•Rddm- N 2 OaO Ar 9�Vf1 R"a,ro IID MOLML mlMl OIO, n Ex® �Q AND mrRTHi uRwm Wv LL Rn,d r rld M NMI 6 N,a r E,du n oI®m I,E A.w[ PEDESTRIAN CURB RAMP DETAILS �TowM1°^^"m rwrgd Nlvx m aAa r u Q m""'RRRYCO RroN6ro M M aNirL Wx FNL E raaO xp °aOidt d eR Y.Wra r enml mR d hereby certify 8-6-2014 specification, dFr eozvuu+xw"... eAd r MAMrAI eIR Munn ro report was vNxrsi pJp,Q. Aw^a MndM xa .wAmn ro xd-R,dAeL MAM Nm x RwO IIT rNd NMIdaR KIwIAiFA¢nMwLdxOifWL y e E mpY®F M OId®I M am a duly Licensed LEGEND ENGINEER under the laws of the M i Rrz mandi awwli x'mLaMv'uL'Liaio v m La MINNESOTA d Mrld x[ MLPO. /Lry}F,r a"c WxLEErmI MO M dm id[ �"'wrM M�OE[IMN npM r� g y. NLN[ xm"e®,mIsm a PEDESTRIAN CURB RAMP DETAILS 8-6-2014 STANDARD PLAN 5-297.25 2 OF 5 r D V CURB AJACENT TO LANDSCAPE V CURB INTERSECTION CM "TNN 9CEN/ll( UIIIB Ore Rdr�are CONUM V IT 01 a f R. r Y.. °x^"MLw,r V CURB ADJACENT TO LANDSCAPE aw O,TGUE "R" , V CURB ADJACENTO BUILDING BARRIER CONCRETE WALK EDGES ADJACENT TO CONCRETE STRUCTURES I¢TA MBIA M^ ruN mr Oi2 g,=/ �" alm Rm ut dd d aL./ T m Wx Mom PERPFNNLWA O f9BFNpPIVR 1M. 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LYRn rM CNr a.Mai `a"mr, 'rNOlmolrmaM�T �. TM- z LIJ z PEDESTRIAN CURB RAMP DETAILS 1�L��M�^+• 2-9-2015 STANDARD PLAN 5-297.25 5 OF 5 I¢TA MBIA M^ ruN mr Oi2 g,=/ �" alm Rm ut dd d aL./ T m Wx Mom PERPFNNLWA O f9BFNpPIVR 1M. A PEDESTRIAN ACCESS ROUTE CURB h GUTTER DETAIL r<wnY u m e" roM R r eRwTwe®'® rUsdL M "T AND. n rAWar IC,/lam CURB AND GUTTER REINFORCEMENT FM US W CURB MAIN, RE MOTTS NOTFR m[p1,W Am° a Aa�IR pM) AT A OdYU_ IEYx lITM6 TFYN M ROIIYM MYIYfdlRM A.MMPM LrJIL R u aD_ MIn[II IA`OOi LOgFIL !AE rA°Q""wldr"T I�\\ ® I® 1? mmErz ° UTILITY REVISIONS ? (rN3 NIr NAM.'[ V Ml Lm16 Ar M rIN dL rW[ XOi E WAtd MM m ATaA CM, ,rO[ M IdddMt IAM d TUN[ N AOMn IRI mevi N xmiu'I`w IroLm rMA MNEm r ,ovn® warnwua� �'' W r j � > I/ r 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 Q rd VE Ai nA M MRt M RmIRAV'e IAM d TUq n AWIfp aT,RI IWC R.W T1Pm NLd: wWOMM tlImIN 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS CW V. IINL RTACH_ PLDr,MLTRx aC,TR ®TRE. ME M0 . ➢IM Ni/f M Ln rl �SIMwO MR,R[InRmAMMRII i� ION m !IR Ai ]T 01TA m ��nr O I'Th O00 ®°MI OIAYd iWImOI MIO O1rT r.¢NIn M�� 0 N➢WY. in Z z LIJ z pM d w Cm N Ory MpxAADNTdR C > E mndmm MU. NM redox 8 d6a. 1 DV PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB k GUTTER LLJ IUB MT rz" o MRLs�owL,IOPaw�`��Im^::��,a,uR (Llmv dAmy V) FOR VSE ON aR5 MAP III /L^� V N 2 �Q PEDESTRIAN CURB RAMP DETAILS LO a u U G hereby certify 8-6-2014 specification, or report was STANDARD PLAN 5-297.25d 3 OF 5 MANHIX£ RINGS B 12'C" 1 E• MJ REDUCER e• MJ cAIE VALVE 3P NHMANT, r_ UT' DIP A- X 3'"P PIPE 1 Y GL VA 16' W GATE VALVE MM VALVE r GALE VMSE (TrPICK N 11/2' BALL VALVE OWiCAL 0 3' "NOSE,PRESSURE REDUCING 1 1I2' RANGED PRESSURE REOVdiC INSTALL Im MAINCLE CASING AND W- AS PER DETAIL 911. PLAN VIEW PRESSURE GAIICE (TYNCM. OF 4) ADAPTER FLANGE 1V x B' ROP BOX SECTION = _ HIGH PRESSURE FILE a \ 1e• DIP wATFRxux `1B' CAtE VK4E fe' ,I fe' IEE (TRICAL GF 3) NR_xOLt _C_ASING. AND UD PRESSME G.W IM GE (TYPICAL a A) RUBBER BORT ..ET (T'PICI1) N15MAxT Jaam - K RAL(T K& OF 2) A.WE GROUT Ta SUMP IN1EOfAL BAZ NPC $NF9diTs (TYRCAI a'/) IB' CIA II 1B• SUMP SECTION A -A PROCESS PRESSURE REDUCING VALVE MANHOLE MALUETARS FOR THE MWNME SMALL BE APPROLN By THE ENGNEER. SOME ITEMS ARE ROTATED INTO INE 0..WE OF PROJECTION FOM CLARM VAULT AND NIERNAL PBING By BCA NMIIHN£SIWI POWER OP APPROVED EQUAL affof TYPICAL PRESSURE REDUCING VALVE MANHOLE REV=seo. 2-15 ENGINEERING DEPARTMENT PLATE No.: 1010 FILE NAME:G: ENG SPECS 1010 2"X8" KEYWAY O S C 101 2"X8" KEYWAY O S C 501 CAST INTO WALL CAST INTO WALL 2"XS" KEYWAY 0 S C 10 01 BY SUPPLI (N. T. S) BY SUPPLI (N. T. S) CASTINTO SUPPLI N.T.S WEIR WALL A WEIR WALL A WEIR WALL ( ) HOLE FOR 12" RCP A CONSTRUCTED IN HOLE FOR 21" RCP FIELD BY CONSTRUCTED IN CONSTRUCTED IN HOLE FOR 12" RCP �. _�. _� FIELD BY �� FIELD BY_._� CONTRACTOR ELEV.= 21 5' 12.5' I CONTRACTOR ELEV.= 21 5' 1 2.5' 1 CONTRACTOR ELEV.= 893.80 21 5' 12.5' 905.70 ADDITIONAL #4'S 896.40 ADDITIONAL #4'S WEIR WALL X 4'-0" LONG ADDITIONAL LO G WEIR WALL X 4'-0" LONG 4" ORIFICE WEIR WALL EL: 903.24 1 4" ORIFICE 4" ORIFICE EL: 895.80 EL: B91.24 HOLE FOR 12" RCP #4 @ 12" HOLE FOR 21" RCP q 12" HOLE FOR 12" RCP HORIZONTAL HORIZONTAL HORIZONTAL ONTAL A A A GRATE #4 @ 12" GRATE #4 @ 12" GRATE #4 @ 12" VERTICAL VERTICAL SKIMMER GRATE 7SECTION A -A VERTICAL NSTALL SECTION A -A INSTALL CONCRETE BAFFLE WALL INSTALL SKIMMER GRATE SECTION A -A SKIMMER GRATE PRE -MIXED PRE -MIXED CONCRETE BAFFLE WALL PRE -MIXED CONCRETE BAFFLE WALL WATERLESS WHEN FEASIBLE, SET INVERT FOR OUTLET WATERLESS WHEN FEASIBLE, SET INVERT FOR OUTLET WATERLESS WHEN FEASIBLE, SET INVERT FOR OUTLET SEALANT INSTALL PRE -MIXED PIPE BELOW NWL TO IMPROVE PIPE SEALANT INSTALL PRE -MIXED PIPE BELOW NWL TO IMPROVE PIPE SEALANT INSTALL PRE -MIXED PIPE BELOW NWL TO IMPROVE PIPE ALONG WEIR WATERLESS SEALANT COVER AND MINIMIZE SLOPE AROUND ALONG WEIR WATERLESS SEALANT COVER AND MINIMIZE SLOPE AROUND ALONG WEIR WATERLESS SEALANT COVER AND MINIMIZE SLOPE AROUND WALL AND MH ALONG WEIR WALL AND SKIMMER. WALL AND MH ALONG WEIR WALL AND SKIMMER. WALL AND MH ALONG WEIR WALL AND SKIMMER. JUNCTION TO MH JUNCTION TO JUNCTION TO MH JUNCTION TO JUNCTION TO MH JUNCTION TO PREVENT PREVENT LEAKING PREVENT PREVENT LEAKING PREVENT PREVENT LEAKING II LEAKING LEAKING LEAKING ELEV=907.36 1 ELEV.=898.50 1 ELEV.=895.89 1 DRAIN TILE EL:901.0 OUTLET PIPE WEIR WALL (TOP EL: 905.7) OUTLET PIPE WEIR WALL (TOP EL: 896.40) DRAIN TILE EL: 889.0 23.6' OF 12" RCP 4" ORIFICE EL: 903.24 45.0' OF 21" RCP OUTLET PIPE WEIR WALL (TOP EL: 893.80) CL -5 @ 1.27 a 4" ORIFICE EL: 895.80 87.4' OF 12" RCP 4" ORIFICE EL: 891.24 ELEV: 900.5 CL -5 @ 0.67 a CL -5 @ 0.80 a ELE V: 89 2.30 ELEV: 886.70 INLET PIPE 11.5 OF 12" RCP INLET PIPE 11.5CL-F 02" R% DRAIN TILE EL: 892.0 9.2' OF 21" RCP INLET PIPE Opo 16" MIN. EL: 903.24 CL -5 @ 0.00% 15.0' @ .0 RCP 6" MIN. CL -5 @ 0.00% RIP RAP PER CITY OO 8" MIN. SLAB RIP RAP O EL: 895.80 RIP RAP Opp �6" MIN. EL: 891.24 DETAIL 3107 6" THICKNESS DETAIL 3107 O 8" MIN. SLAB PER CITY OO 8" MIN. SLAB IA. TYP �V THICKNESS DETAIL 3107 6" T THICKNESS 6" AGGREGATE BACKFILL/4MAMMOLE 6" AGGREGATE BACKFILL! O� 5' DIA. TYP. (MNDOT SPEC. 3149H MOD.) MANHOLE 6" AGGREGATE BACKFILL 5' DIA. TYP. (MNDOT SPEC. 3149H MOD.) MANHOLE (MNDOT SPEC. 3149H MOD.) OUTLET CONTROL SKIMMER STRUCTURE WITH OUTLET CONTROL SKIMMER STRUCTURE WITH OUTLET CONTROL SKIMMER STRUCTURE WITH CONCRETE BAFFLE WALL CONCRETE BAFFLE WALL CONCRETE BAFFLE WALL GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 10-10-16 UTILITY REVISIONS 10-25-i6 FORCEMAIN UPDATE 10-31-16 r 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS CW LIFT STATION ELEC TRANS RE' M Ln `0 O J O00 in Z z LIJ z O C O Q LLJ IUB O V) /L^� V N 2 �Q O w LO a u U G 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 n A A MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 10-10-16 UTILITY REVISIONS 10-25-i6 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS RE' PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 4 of 48 °23'34 "E 67/. 93 N. L/NE OF THE SE l/4 OF NE //4 OF SE l/4 OF SEG 13 v � 1 \ Y r d < / - \ I I EASEM I%?1E FIX NQS T. TELEPHONE ` 11 \'' j _✓ __.... � ♦ �— — 1 1 Q W / \ ♦ I -EDGE WETLAND 1� J °S NURSERY STOCK W 1 I �. i t 11\ ..,."— i IRRIGATION `� I I 1, ! I ♦ {� \ ��._ 1\ GROUN�4l/A'TEE'R'�'` `f ELL L \ 1 wE nANO / I ( K l 1 i t v \ I i PER K.KKHAl.G ENV. SERV. CO 144 lit) ST S r / / Sg4f^%f f® WALLCK I I (I r ( t ( -WALL L - _ _ -STONE 3ghNURSERY STOCK _ - j � i ' { EXI I G 1 \ \I \ L , 1 -HC z:< <�' / ^ / a T \ < /I STEPS-,- < TEPS �r N ♦ / L - - - - ( I III 1 \ 1 CELLAR r M ) I w _ _ - - ♦ ) KEY STONE- ENT ' 7 ♦. %` ♦ / I I �.� ST E WALL I o �♦ "`1 x lam' - - \\ -L /) goo VIJ CO PER K.MHALCEN HACEV.SERV. / .- j. '-. ,� // MAND KEY STONE ^- � / WALL :. NIId � RY OCK I I ¢1pTINO NURSERY s �/ \ WALL NUBS Y STO Ems, CK 906 "�( FD. IRON PIPE % f N-0.72 'w._..,,,z _IN --W- O 23 .23 -.""".- IRON Pi —I— -- -- -- -- - W_ _ - OF`7HE l/ OF - //4 Df SF 13 - _ / 53' D' E .75 / I oiUR RY s1K �--------Io6 ----------- 1.71 ---------- 1.7�______i____I__-____27 " r 21 PLANTE<R-bi ..:a. NN .' SPRINKLER HEAD --yq ILL Y WETLAND 65WVSERV PER KJ0'" ;56 16 yyEi. All z - I 3 �-♦ 16 I _._f _1_. i` EDGE OF SHRIAX12MPE ,-\ -41 In ME_ / // WM _S89O53 00 E SPRINKLER HEAjjj- 4 p I 32.00 '- ter-----M9i 6 j;..._.,� �•...:_ I s � � :.r/, i i � -_. ua+nNc caNDur'- x _ _.022. -✓. ""g2Lr ......_ o M I tl j j I < S.. PIN .rn I zv LAND WET2 DP V. C \/ � // - I I , \ I" H oI I X I E NAS EN J/�ryQ '_ �.._2 i o I ' N89 °53'00 "I'v 1 \ i y EDGE or sHRLes �vNs eLv /6.00 EAT ""'. x WETLAND^ � � L�� I � ( g.S r/ I I _ � a 1 006 DESCRIPTIONLEGAL ��iayar a o�aa�md..................... /oada ymacyia�i I The East Half of the East Half of the South Half of the Southeast Quarter, and the Southeast Quarter of the CHECKED BY Northeast Quarter of the Southeast Quarter, all in Section 23, Township 116, Range 23, Carver County, insurance prepared by Custom Home Builders Title, LLC as issuing agent for Old Republic National Title Minnesota. SCALE And also that part of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, Carver JOB NO. County, Minnesota, lying southerly of the north 730.00 feet as measured along westerly line thereof and lying BOOK westerly of the centerline of State Highway No. 101, the centerline of which is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East, thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle N of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet, thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the T Southwest Quarter of Section 24 and there terminating said point distance 660.44 feet easterly of the Southwest corner of the North Half of the Southwest Quarter. Except that part taken by the State of Minnesota in Final Certificate filed August 27, 2009, as Document No. A506726. Except that part taken by the City of Chanhassen in Final Certificate filed May 31, 2013, as Document No. t6 A577806. AND, ground The West 271.79 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County Minnesota EXCEPT That part of the North 330.00 feet of the East 16.00 feet of the West 271.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, lying South of the North 180.0 feet, Carver County, Minnesota. c� AND I That part of the North 30.00 feet of said Southwest Quarter of the Southwest Quarter, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, EXCEPT that part of the Southwest I Quarter of the Southwest Quarter of Section 24, Township 116 North, Range 23 West, shown as Parcel 71A on Minnesota Department of transportation Right of Way Plat Numbered 10-19 as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota acquired by the State I of Minnesota in Document No. A406988, and EXCEPT that part taken by the City of Chanhassen in Final Certificate filed December 18, 2012, as Document No. A567969. AND I / That part of the South 732.28 feet of the North 762.28 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying East of the West 271.79 feet thereof and Westerly of the centerline of State Highway No. 101, described as: That part of the North 180 feet of I the East 16.00 feet of the West 287.79 feet of the Southwest Quarter of the Southwest Quarter, Section 24, Township 116 North, Range 23 West, Carver County, Minnesota, lying South of the North rr 30.00 feet thereof, all in Carver County, Minnesota. Jill I '07/�"00///9.�6'L6H///07//////Ld///9�i6/9,O/0,9a/O,b///,IO//2'/////9i7/99///d///Lba�•//�i6�Dil.�/0�.0/6A/d/HO///00////L%r///////O////d///d///9,C/r/H////////O///O/ld//L9///d/d////Ldp I'DUT-title GJB CHECKED BY DBO insurance prepared by Custom Home Builders Title, LLC as issuing agent for Old Republic National Title 2/23/16 SCALE 1"=60' JOB NO. Insurance Company, Commitment no. HB -30969 dated December 15, 2015. BOOK - 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a N ♦♦�- LIGATING CDNDIAT "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city d T records and field locations which may not be exact. Verity all utilities critical to construction or design. �) I { t6 3. The orientation of this bearing system is based on the Hennepin County Coordinate System NAD83. Coordinates are Hennepin County feet, based on the Minnesota Coordinate System, Southern Zone, NAD83, 1986 (non ground HARN values). Coordinate values dated January, 2005. If I 4. All distances are in feet. I 5. The area of the above described property is 1,896,980 square feet or 43.549 acres. �iievaraar/.a✓a�/reat,�vaiaamaa,�aaaraea�a�/a�rtar�aa,racer/�aor//ar//a®/i/.a�r/a�a�aa• �.ami//ar/.�aiai//aevv/ray,�,�///armor/.�a/ia�/,rv/aaariad/ara//aermaasivhv LEGEND / O SET CAP IRON MONUMENT 18425 c UNDERGROUND GAS • FOUND IRON MONUMENT >> STORM SEWER (> HYDRANT I WATERMAIN �S SANITARY MANHOLE UNDERGROUND FIBER OPTIC SIGN X FENCE ❑ CATCH BASIN GUARD RAIL LIGHT o MNDOT ACCESS CONTROL (D STORM MANHOLE _ = WETLAND DELINEATION J I RIPARIAN VEGETATION EDGE OF WATER fv FLARED END SECTION II / CONCRETE ®Q CATCH BASIN ® TRANSFORMER O GRAVEL OR COMPACTED SURFACE © GAS METER BITUMINOUS SURFACE ® ELECTRIC METER / 11 MAILBOX 5/31/16 added revised wetland 01/03/17 added lighting conduit � I 0 30 60 120 1 V` SCALE IN FEET 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN A L L I A N T 612.758.3099 FAX www.aliiant-inc.com E N G I N E E R I N G GONYEA HOMES 9150 GREAT PLAINS BLVD. CHANHASSEN, MINNESOTA 55317 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duty Licensed Land Surveyor under the laws of the state of Minnesota. 11014 0I&S X91IL 1.1 wil Signature/ February 26, 2016 18425 Date License Number DRAWN BY GJB CHECKED BY DBO DATE ISSUED 2/23/16 SCALE 1"=60' JOB NO. 15-0119 BOOK - SHEET 1 OF2SHEEIS E Q_ r N 0 N OC O Q 3 U) 0 Ln rn C O c U U a1 c U) X 0) T G) L U) rn O L0 LO O N / X 6 E 0 c rn c .3 6 0 i EDGE WETLAND i I / WETLAND SW COR. OF E l/2 OF E //2 i OF SE //4 OF SEC 2J FD. IRON PIPE - N-0.10 E-0.20 i \� 15" CORRUGATED HDPE STAND PIPE ELEV. BOTTOM OF BOW---' -15 " HDPE HETLANO 4 PER KJOLHAUG ENV -SERV. CO. ,6 S89 058'27"W 675.21 IEDGE OF SHRUBS - Ijv6) \\\� "E 2" HOPE WM 1 6 \`– S89 053'00 SPRINKLER HEAD --� 4 o 32.00 O 9" OAK ` I � / LIGHTING caiDUTI� Z < , I O 8"' PP: w I \ \ I 1 Ow\ O \ xGW I„ HDPFr N89 053'00 "W EDGE OF SNRLes 16.00 r 1 \ - A I 1 'uG1 '12" ASH , A (' _ / _ EDGE OF TREUGw— UGW— ` T < - / X/ C / W /� W N I EDGE WETLAND- / \Yy, I ti // � I // I / 1 , I / WETLAND 4 PER KJOLHAW ENV.SERV. CO. I I � I /! II 11 ! S89 053'00 "E 27/.79 Al I 1 ! // S�OD�0 /15" CORRUGATED _ HDPE OUTLET PIPE \ ELEV. jW.¢tf PIPE 1 I 3.02 -15 " HDPE 15" CORRUGATED HDPE STAND PIPE \\\ ELEV_TN4(.&PIPE IAI7 -15 ' HDPE h \ I 1 0 \\ 111 I I �lEDGE WETLAND-/ I I � 1 1 II 1 I _ RI EASEMENT PER EDOC. NO.FOR594211�,EPNO f iI III 11 I S. LINE OF THEE l/2 OF E--- !� 1 I U 11 ,-SE COR. OF SE l/4 //2 OF SE //4 OF SEC 2J / I I _ 11 / SEC. 23 5'S 52.80 MN J rl' O 0 Z VICINITY MAP I w^��'m`tt- -� v % _ma �tW is4l iin NDpw cr C) Ise w r U *�f SE 3 ,p>5. SFc. 2 cr. 4 't<s�.vt�` Ey uY15�,�'jf C\rriIAC "5 ,ti sf g' a' S JgSY WA i• ..... " U `�77E�lN �PRAI IE Lak Z 2010 POP. 60,797 Rile w SITE a� n./` / i W. NN 3r. dr. '® cCAslxgp MUr.LnMw @ !S' /i6 1 W4 cT kl:?pIXT`r`e0.`C N E 93^32130 - LEGEND LEGEND O SET CAP IRON MONUMENT 18425 • FOUND IRON MONUMENT HYDRANT' SO SANITARY MANHOLE SIGN ❑ CATCH BASIN LIGHT Qp STORM MANHOLE RIPARIAN VEGETATION v FLARED END SECTION (0 CATCH BASIN ® TRANSFORMER UR GAS METER 0 ELECTRIC METER 0 MAILBOX 05131/16 added revised wetland 01/03/17 added lighting conduit G UNDERGROUND GAS » STORM SEWER I WATERMAIN �— UNDERGROUND FIBER OPTIC X FENCE BOOK GUARD RAIL a MNDOT ACCESS CONTROL I \ \ f EDGE OF WATER 0 CONCRETE 0 GRAVEL OR COMPACTED SURFACE BITUMINOUS SURFACE — < , 1 r\ , i \� 15" CORRUGATED HDPE STAND PIPE ELEV. BOTTOM OF BOW---' -15 " HDPE HETLANO 4 PER KJOLHAUG ENV -SERV. CO. ,6 S89 058'27"W 675.21 IEDGE OF SHRUBS - Ijv6) \\\� "E 2" HOPE WM 1 6 \`– S89 053'00 SPRINKLER HEAD --� 4 o 32.00 O 9" OAK ` I � / LIGHTING caiDUTI� Z < , I O 8"' PP: w I \ \ I 1 Ow\ O \ xGW I„ HDPFr N89 053'00 "W EDGE OF SNRLes 16.00 r 1 \ - A I 1 'uG1 '12" ASH , A (' _ / _ EDGE OF TREUGw— UGW— ` T < - / X/ C / W /� W N I EDGE WETLAND- / \Yy, I ti // � I // I / 1 , I / WETLAND 4 PER KJOLHAW ENV.SERV. CO. I I � I /! II 11 ! S89 053'00 "E 27/.79 Al I 1 ! // S�OD�0 /15" CORRUGATED _ HDPE OUTLET PIPE \ ELEV. jW.¢tf PIPE 1 I 3.02 -15 " HDPE 15" CORRUGATED HDPE STAND PIPE \\\ ELEV_TN4(.&PIPE IAI7 -15 ' HDPE h \ I 1 0 \\ 111 I I �lEDGE WETLAND-/ I I � 1 1 II 1 I _ RI EASEMENT PER EDOC. NO.FOR594211�,EPNO f iI III 11 I S. LINE OF THEE l/2 OF E--- !� 1 I U 11 ,-SE COR. OF SE l/4 //2 OF SE //4 OF SEC 2J / I I _ 11 / SEC. 23 5'S 52.80 MN J rl' O 0 Z VICINITY MAP I w^��'m`tt- -� v % _ma �tW is4l iin NDpw cr C) Ise w r U *�f SE 3 ,p>5. SFc. 2 cr. 4 't<s�.vt�` Ey uY15�,�'jf C\rriIAC "5 ,ti sf g' a' S JgSY WA i• ..... " U `�77E�lN �PRAI IE Lak Z 2010 POP. 60,797 Rile w SITE a� n./` / i W. NN 3r. dr. '® cCAslxgp MUr.LnMw @ !S' /i6 1 W4 cT kl:?pIXT`r`e0.`C N E 93^32130 - LEGEND LEGEND O SET CAP IRON MONUMENT 18425 • FOUND IRON MONUMENT HYDRANT' SO SANITARY MANHOLE SIGN ❑ CATCH BASIN LIGHT Qp STORM MANHOLE RIPARIAN VEGETATION v FLARED END SECTION (0 CATCH BASIN ® TRANSFORMER UR GAS METER 0 ELECTRIC METER 0 MAILBOX 05131/16 added revised wetland 01/03/17 added lighting conduit G UNDERGROUND GAS » STORM SEWER I WATERMAIN �— UNDERGROUND FIBER OPTIC X FENCE BOOK GUARD RAIL a MNDOT ACCESS CONTROL WETLAND DELINEATION – — EDGE OF WATER 0 CONCRETE 0 GRAVEL OR COMPACTED SURFACE BITUMINOUS SURFACE 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN A L L I A N T 612.758.3099 FAX www.alliant-inc.com ENGINEERING - - - - - - GONYEA HOMES 0 30 60 120 9150 GREAT PLAINS BLVD. 1 V` SCALE IN FEET CHANHASSEN, MINNESOTA 55317 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Land Surveyor under the laws of the state of Minnesota. DENNIS B. OLMSTEAD PrdN aq _ 9 I Signature Date License Number I DRAWN BY GJB, PLF CHECKED BY DBO DATE ISSUED 07/19/16 SCALE 1"=60' JOB N0, 15-0119 BOOK - SHEET 2 OF 2 SHEETS C1 N I r 0 N od 0 U Q 3 s_ 7 0) 0 V) C 0 of 0 U C y, x N T 0 L_ m 0 Ln Ln 0 N / X a� E C C .3 0 u 0 50 100 200 ' SCALE IN FEET N S Z Z J w ° I O ° I ,WGE WETLAND w,. I - w L - \ 1111 WETLAND 1 OUTLOT A a�,, `�� f +r1✓�;.// 3 v r- LOTA (10-214W) xx nur w''ix. sxvro II rr / I� IL - 113 I 6 1 � ---- -J i eaxa i "..�. , �1 y _ O ......._ / I t 7 / 2 I L /_ ,1 I I ur........... �`t I ----------- - - ----- -- ---- J C J 7 t IL RI!)GE ROAD+ - 8 - - -- - -- ---> -- ------ .-A a, .. / / / \ \ \ \ I axexe rvvsenv. ca ,x- tea` �-.its j// , '�\•-T-I 3I 2 I I I //% 9 . . . . . / \ 10 "�� > �A\\ 2 w V �II I lil i iIBLOCK61; i I i � \\\ \ \\ \ I I . I I i `24--- OUTLOT A ( . . . 16 �_L- / WEr s .-- -w h I I I j* ------------- I \ \ _ I I 1 , . . . . ,W 61 w, I w i , I I ri I I 12 1 TF w 71 1 18 I <- 15 �l �.OT xr`' -'E, 'v�,ErLArd� - o 0 I \ _� . 1` 1 �'! )i I / 1i FRONT SETBACK LINE r _� 5 5 I T /'BLOCK 5 � I ;OUT,0T 6 14 I x.w''°. �,. 113 -? / -� r i i 11 �i I W WETLAND 2a ...... 01 . . /, /. \\\ %RFTc/R J / / / 7 \4 ZI3JI ' 4 OUTLOT C 5 \\\ ✓//ii /. I t i I 10 BGE WETLAND L L / 2 BLOCK 5 V; ;/OUTLOT E F-1 lu J I✓ r WETLAND 8 �t _ _ _ _ -/ 1 I 1 1----------- i I L _ _ -- -- J / arw xa':W"wv°swv m LLJ 1 p / �; I 1 . WETLAND AREA 13.942 ACRES* «7 a�.. �,.� TH 101 R/W DEDICATION 0.028 ACRES �. vt 41 - - - ' MIn.Front Setbackfor 90'+ Lot Width /\ Grading Pad Setback Per Plan Grading Pad Width per Plan Location I aFnix:snox wws / NET DENSITY 1.55 UNITS/NET ACRE . EDGE WETLANd' `♦ Li - \\ Q 5.0 OUTLOT. E I^ � i - �� j \ 1 . I `•r a_.__w. .mow[. 65 UPLAND) EES: PRIVATE OUTLOT B. WETLAND AND SWM EXCLUDES: (PUBLIC OUTLOT TOTAL A) / TOTAL LAND DEDICATION TO PUBLIC 25.639 ACRES (58.8% OF PROPERTY) 0.348 *SEE WETLAND MANAGEMENT PLAN FOR WETLAND DATA. WETLAND AREA _.9 INCLUDES SOME WETLAND TO BE IMPACTED. / ,Y 20 20 t V I 130.0 i 70 EDGE WETLANb v 1 3 1 .. ,, ,. .No it LEGEND: WETLAND GUARD RAIL 20 85.0 ----------------- EASEMENT LINE 133.0 X57 65 65.0 Q m I�' 3 0.333 PROPERTY LINE r 25.0 ,' 10.0 WETLAND ------- ROW 20 85.0 - -µ- -� -�- -�- WETLAND DELINEATION 123.0 30,0 I 65.0 Abu" OLw/20'sbk ,1 ; 5 0.347 RESIDENTIAL WETLAND BUFFER MONUMENT 25.0 (ONLY USE LOT 5, BLOCK 5) 10.0 or under my ............. WETLAND BUFFER STRIP I 30.0 125.6 30.0 70 65.0 Abuts OL w/20'sbk 1 6 5 h / I LINE �J TYPICAL LOT DETAIL NOT TO SCALE DETAIL TO BE PROVIDE BY WATERSHED I I �) Acres ...\ V ... v WETLAND AREA 13.942 ACRES* «7 a�.. �,.� TH 101 R/W DEDICATION 0.028 ACRES �. vt 41 NET BUILDABLE AREA 29.634 ACRES Lot Width at Min. Front Setback MIn.Front Setbackfor 90'+ Lot Width PROPOSED DWELLING UNITS 46 (1 EXISTING) Grading Pad Setback Per Plan Grading Pad Width per Plan Location GROSS DENSITY 1.05 UNITS/GROSS to 1 NET DENSITY 1.55 UNITS/NET ACRE . EDGE WETLANd' `♦ Li - \\ Q 5.0 WETLAND BUFFER 4.881 ACRES* 20 IIz 90.5 25.0 PUBLIC OUTLOT ON 20.959 ACRES 6. AC 65 UPLAND) EES: PRIVATE OUTLOT B. WETLAND AND SWM EXCLUDES: (PUBLIC OUTLOT TOTAL A) / TOTAL LAND DEDICATION TO PUBLIC 25.639 ACRES (58.8% OF PROPERTY) 0.348 *SEE WETLAND MANAGEMENT PLAN FOR WETLAND DATA. WETLAND AREA � INCLUDES SOME WETLAND TO BE IMPACTED. / ,Y 20 20 t V I 130.0 i 70 EDGE WETLANb v 1 3 0.369 16,091 5,632 25.0 LEGEND: 10.0 GUARD RAIL 20 85.0 ----------------- EASEMENT LINE 133.0 X57 65 65.0 Q m -------- - - -BUILDING SET BACK Tic 0.333 PROPERTY LINE r 25.0 LOT LINE 10.0 hl ------- ROW 20 85.0 - -µ- -� -�- -�- WETLAND DELINEATION 123.0 30,0 I 65.0 Abu" OLw/20'sbk ,1 ; 5 +00 SITE PLAN DATA EXISTING ZONING PROPOSED ZONING EXISTING LAND USE PROPOSED LAND USE RLM-RESIDENTIAL LOW AND MEDIUM DISTRICT RLM-RESIDENTIAL LOW AND MEDIUM DISTRICT RESIDENTIAL LOW DENSITY (1.2-4 U/AC) RESIDENTIAL LOW DENSITY (1.2-4 U/AC) LOT DATA TABLE F - FULL BASEMENT L - LOOKOUT W - WALKOUT "Foxwood" Development- Per City of Chanhassen FILM Zoning Standards q/71/7016 PAD AREA SEE LOT DATA TABLE FOR SETBACKS DENOTES TYPICAL DRAINAGE AND UTILITY EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. RESIDENTIAL WETLAND BUFFER SIGN (LOT 5, BLOCK 5) NOT TO SCALE .... GROSS AREA 43.604 ACRES Acres ...\ V ... v WETLAND AREA 13.942 ACRES* «7 a�.. �,.� TH 101 R/W DEDICATION 0.028 ACRES �. vt ■i�� NET BUILDABLE AREA 29.634 ACRES Lot Width at Min. Front Setback MIn.Front Setbackfor 90'+ Lot Width PROPOSED DWELLING UNITS 46 (1 EXISTING) Grading Pad Setback Per Plan Grading Pad Width per Plan Location GROSS DENSITY 1.05 UNITS/GROSS ACRE 1 NET DENSITY 1.55 UNITS/NET ACRE . EDGE WETLANd' `♦ 4,681 \\ Q 5.0 WETLAND BUFFER 4.881 ACRES* 20 PUBLIC RIGHT OF WAY DEDICATION 4.680 ACRES 90.5 25.0 PUBLIC OUTLOT ON 20.959 ACRES 6. AC 65 UPLAND) EES: PRIVATE OUTLOT B. WETLAND AND SWM EXCLUDES: (PUBLIC OUTLOT TOTAL A) / TOTAL LAND DEDICATION TO PUBLIC 25.639 ACRES (58.8% OF PROPERTY) 0.348 *SEE WETLAND MANAGEMENT PLAN FOR WETLAND DATA. WETLAND AREA t INCLUDES SOME WETLAND TO BE IMPACTED. / ,Y 20 20 t 25.0 130.0 i 70 EDGE WETLANb v 1 3 0.369 16,091 5,632 25.0 LEGEND: 10.0 GUARD RAIL 20 85.0 ----------------- EASEMENT LINE 133.0 X57 65 65.0 Q m -------- - - -BUILDING SET BACK 4 0.333 PROPERTY LINE 5,084 25.0 LOT LINE 10.0 ------- ROW 20 85.0 - -µ- -� -�- -�- WETLAND DELINEATION 123.0 30,0 - - WETLAND BUFFER 65.0 Abu" OLw/20'sbk 0 WETLAND BUFFER MONUMENT 5 0.347 RESIDENTIAL WETLAND BUFFER MONUMENT 25.0 (ONLY USE LOT 5, BLOCK 5) 10.0 or under my ............. WETLAND BUFFER STRIP 85.0 LOT DATA TABLE F - FULL BASEMENT L - LOOKOUT W - WALKOUT "Foxwood" Development- Per City of Chanhassen FILM Zoning Standards q/71/7016 PAD AREA SEE LOT DATA TABLE FOR SETBACKS DENOTES TYPICAL DRAINAGE AND UTILITY EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. RESIDENTIAL WETLAND BUFFER SIGN (LOT 5, BLOCK 5) NOT TO SCALE .... Lot Acres ...\ V ... v QQ «7 a�.. �,.� Min. Side Setback Home Side �. vt ■i�� WETLAND 4 Lot Width at Min. Front Setback MIn.Front Setbackfor 90'+ Lot Width Est. Min. Lot Depth Grading Pad Setback Per Plan Grading Pad Width per Plan Location \�\ Notes 1 1 . EDGE WETLANd' `♦ 4,681 \\ Q 5.0 20.0 20 20 90.5 25.0 140.0 25.0 65 65.0 20' d/u esmt rear, Abuts OL w/ 20' sbk and 16 1 2 0.348 1 15,147 Av. ro- t 5.0 / 25 20 20 101.8 25.0 130.0 25.0 70 EDGE WETLANb 1 3 0.369 WETLAND BUFFER SIGN NOT TO SCALE PL 30' 4" Topsoil, Seedy �I & Mulch or Sod. Draintlie Surmountable Concrete Curb CL PL 30' to Back 15.5' to Back Wear Course to be 1/2' - Above Edge of Gutter 3.0% 2.0% ,.5 , 1' Oraintile 1 1/2"-MNDOT 2360 SPWEB3408 Tack Coot - 2357 2"-MNDOT 2360 SPNWB330B 12" -Class 5 Aggregate Base 24" MNDOT 3149.2B Select Granular Borrow ('See Note 7) NOTES 1, Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.09 3. Minimum street grade 0.759 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Roils sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional sub9 r i ode correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. aff�p Of TYPICAL TYPICAL Q��lileuufulRESI DEN TI AL STREET SECTION REVISED: 4-14 ENGINEERING DEPARTMENT IF"" LATE M" 5200 FILE NAME: G\ENG\SPECS\5200 Block Lot Acres Lot Size SF 35% Max. Impervious Area SO Min. Front Setback Min. Side Setback Garage Side Min. Side Setback Home Side Min. Side Setback Corner Lotto ROW Min. Rear Setback Min. Setbackto Wetland Buffer or Outlot Lot Width at Min. Front Setback MIn.Front Setbackfor 90'+ Lot Width Est. Min. Lot Depth Grading Pad Setback Per Plan Grading Pad Width per Plan Location Grading Pad Depth per Plan Location Notes 1 1 0.307 1 13,374 4,681 25.0 5.0 20.0 20 20 90.5 25.0 140.0 25.0 65 65.0 20' d/u esmt rear, Abuts OL w/ 20' sbk and 16 1 2 0.348 1 15,147 5,301 25.0 5.0 10.0 25 20 20 101.8 25.0 130.0 25.0 70 65.0 1 3 0.369 16,091 5,632 25.0 10.0 10.0 20 20 85.0 30.0 133.0 30.0 65 65.0 Abuts OL w/20'sbk 1 4 0.333 14,525 5,084 25.0 1 5.0 10.0 20 20 85.0 30.0 123.0 30,0 70 65.0 Abu" OLw/20'sbk 1 5 0.347 15,123 5,293 25.0 1 5.0 10.0 or under my 20 20 85.0 30.0 125.6 30.0 70 65.0 Abuts OL w/20'sbk 1 6 0.325 14,146 4,951 25.0 10.0 10.0 7-14-17 20 20 78.7 30.0 131.5 30.0 65 65.0 10' d/u esmt 1 side+abuts OL w/ 20' sbk 1 7 0.417 18,154 6,354 25.0 5.0 10.0 25 25 20 106.3 25.0 145.5 25.0-44.0 65 65.0 10' d/u emit 1 side+grading pad setback varies to ROW 1 8 0.269 11,739 4,109 25.0 5.0 10.0 20 20 90.0 25.0 123.8 25.0 70 65.0 10'd/u esmt rear, abuts OL w/20'sbk 1 9 0.294 12,799 4,480 25.0 5.0 10.0 20 20 90.0 25.0 125.6 25.0 70 65.0 varied d/u e rnt l side +abut OL w/ 20' sbk and inf. basin 1 10 0.327 14,240 4,984 25.0 10.0 10.0 20 20 90.0 25.0 130.0 25.0 70 65.0 varied d/u esmtl side +abuts OL w/ 20' sbk and inf. basin 1 11 0.351 15,306 5,357 25.0 5.0 1 10.0 25 1 20 90.0 25.0 131.5 25.0 70 65.0 varied d/u esmt l side+ abuts inf. basin 1 12 0.268 11,688 4,091 25.0 5.0 10.0 25 20 91.8 25.0 124.8 25.0 1 70 65.0 1 13 0.344 14,974 5,241 25.0 5.0 10.0 25 2S 20 103.3 25.0 127.0 25.0 1 70 65.0 1 14 0.279 12,133 4,247 25.0 5.0 10.0 25 20 120.3 25.0 127.0 25.0 1 70 65.0 1 15 0.275 11,980 4,193 25.0 5.0 10.0 25 20 102.0 25.0 136.3 25.0-59.0 65 65.0 Grading pad setbackvarles to ROW 1 16 0.422 18,390 6,437 25.0 5.0 10.0 25 20 71.5 30.0 138.9 30.0-57.0 70 65.0 varied d/u esmt 1 side+abuts inf. basin 1 17 0.386 16,806 5,882 25.0 5.0 20.0 20 20 96.1 40.0 158.1 40.0 65 65.0 varied d/u esmt1 side +abuts OL w/ 20' sbk and inf. basin 1 18 0.355 15,462 5,412 25.0 5.0 20.0 25 20 105.0 25.0 142.3 40.0 65 65.0 Public trail and outlot abuting w/20'sbk 2 1 0.289 12,599 4,410 25.0 10.0 10.0 25 20 20 110.0 25.0 115.0 25.0 70 65.0 Abuts outlot w/20'sbk 2 2 0.267 11,652 4,078 25.0 5.0 20.0 20 20 90.6 25.0 115.0 25.0 70 65.0 Abuts outlot w/20'sbk 3 1 0.310 13,500 4,725 25.0 5.0 20.0 25 90.0 25.0 150,0 25.0 65 65.0 10'd/u esmt rear +abuts outlot w/ 20'sbk and inf. basin 3 2 0.350 15,253 5,339 25.0 5.0 10.0 25 144.0 25.0 126.5 25.0 70 65.0 10' d/u esmt rear 3 3 0.409 17,814 6,235 25.0 5.0 10.0 25 25 106.5 25.0 139.2 25.0 65 65.0 3 4 0.262 11,430 4,001 25.0 10.0 10.0 25 90.0 25.0 127.0 25.0 70 65.0 3 5 0.297 12,958 4,535 25.0 5.0 10.0 25 116.4 25.0 127.0 25.0-32.0 70 65.0 3 6 0.318 13,843 4,845 25.0 5.0 10.0 25 1 115.5 25.0 144.8 25.0-40.0 70 65.0 10' d/u esmt rear and 1 side +grading pad setback varies to ROW 3 7 0.383 16,669 5,834 25.0 10.0 10.0 25 87.7 30.0 150.0 30.0 70 65.0 10' d/u esmti side +Large Ex Tree 3 8 0.447 19,487 6,820 25.0 5.0 10.0 20 20 86.5 25.0 143.0 30.0 70 65.0 Pad Offset in Lot 3 9 0.411 17,911 6,269 25.0 5.0 10.0 20 20 91.3 25.0 158.2 30.0 70 65.0 park+large Ex Tree 4 1 0.297 12,933 4,527 25.0 5.0 20.0 30 30 134.6 25.0 1427 25.0-42.0 65 1 58.0 Wetland buffer within lot limits+grading pad setback varies to ROW+pad depth affected by buffer+abuts outlotw/20'sbk 4 2 0.290 12,640 4,424 25.0 10.0 10.0 30 30 125.1 25.0 137.0 25.0 65 63.0 Wetland buffer within lot limits+grading pad depth affected by buffer 5 1 0.346 15,069 5,274 25.0 10.0 10.0 1 25 106.7 25.0 145.0 25.0 70 65.0 Lot abuts private drive outlot w/10'sbk +30'd/u esmt Iside 5 2 0.257 11,200 3,920 25.0 5.0 10.0 25 81.0 n/a 131.5 25.0 65 65.0 10' d/u esmt 1 side 5 3 0.287 12,485 4,370 25.0 5.0 10.0 25 108.5 25.0 131.5 25.0 70 65.0 5 4 0.322 14,017 4,906 25.0 5.0 20.0 25 158.1 25.0 129,2 25.0 70 65.0 Abuts outlot w/20'sbk 5 5 2.707 117,897 41,261 25.0 10.0 1(10 20 30'wet., 20' 215.8 n/a 478.8 n/a n/a n/a lot 5 6 0.302 13,135 4,597 25.0 5.0 20.0 25 99.5 25.0 135.1 25.0 65 65.0 Abuts outlot w/20'sbk 5 7 0.266 11,593 4,058 25.0 5.0 10.0 25 80.5 n/a 135.9 25.0 65 65.0 5 8 0.326 14,185 4,965 25.0 10.0 10.0 25 85.5 n/a 152.5 25.0 65 65.0 5 9 0.355 15,443 5,405 25.0 5.0 1 10.0 25 80.5 n/a 191.8 25.0 65 65.0 5 10 0.342 14,905 5,217 25.0 5.0 10.0 25 99.1 25.0 204.4 25.0-35.8 70 65.0 5 11 0.382 16,627 5,819 25.0 5.0 10.0 1 25 81.0 n/a 204.4 25.0 65 65.0 5 12 0.329 14,338 5,018 25.0 5.0 20.0 1 25 90.0 25.0 163.7 25.0 65 65.0 Abuts outlot w/ 20' sbk 6 1 0.488 21,246 7,436 25.0 5.0 50.0 25 25 121.8 25.0 177.4 25.0 65 65.0 Abuts TH 101 w/ 50' landscapce buffer proposed 6 1 2 1 0.380 1 16,551 5,793 25.0 5.0 10.0 25 90.0 25.0 1820 25.0 70 65.0 6 3 1 0.396 1 17,238 6,033 25.0 5.0 10.0 25 113.0 25.0 185.8 25.0 70 65.0 Lot a buts private drive outlot w/10'sbit OLA 12.183 530,690 OL B 0.127 5,536 OLC 1.345 58,579 OLD 5.581 243,114 OLE 1.669 72,718 OLF 0.191 8,314 I nt RW 4.652 202,625 101 RW 0.028 1,229 Total 43.607 1,899,500 0.39 16,885 Average Lot Size 46 Total Lot Count 0.34 14,640 Average Lot Size (No Paulsen Lot) 45 Total Lot Count 25.649 Public Outlots+RWexc. OL B) 20.969 Public Outlots (exc. OL B) 273111 6.270 Net Upland with Public OL (exc. Wet and SWM area) 607299 13.9417 Total Wetland Area (Inc. impact area) GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 do I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 J PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 0 Q ''^^ /WR V V/ Iii- Q Z Z a W 5 ' V+ U LO Z Ln F- -J~ m o Z C7 zLLI Z J Z - W U ,,H OZ W O LLIa /��/� J U = V:/ Q O Lr a Z O W > LL C-r) 0 U O 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 MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 ICITY COMMENTS 9-23-16 ITEMP. CDS RELOCATION 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 do I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 7 of 48 I I I I o EXISTING GUARDRAIL-J-- PI: UARDRAIL-I- PI: 21+14.8 oa I CONTINUES T04NORTH N I N� LEGEND: a w I I - x. PI: 21+57.21 EASEMENT LINE - - - - - - BUILDING SETBACK c a PROPERTY LINE a LOT LINE RETAINING + ------- ROW WALL W/ j N 0 25 50 100 -.._„ _.._ _. _„ _.._ - WETLAND DELINEATION" SAFETY Q EDGE WETLAND RAILING - a — — WETLAND BUFFER W_ —TM— —Im_ WETLAND - SCALE IN FEET GyN PER K✓OL HA UO EN V. SER V. CO Q WETLAND BUFFER MONUMENT • ��M . . . . - . - - - - a ❑ RESIDENTIAL WETLAND BUFFER MONUMENT (ONLY USE IN LOT 5, BLOCK 5) M� Y >M- -` 44 WETLAND BUFFER STRIP �- SAMPLE FOOTPRINT , - - - AND DRIVEWAY (TYP) _ . . _ _ EXISTI G m i_ . `- �� . . . . . . . / _ . . . . _ . . . GUARDRAIL T- a \ / - - - - • - - - - I TO REMAIN ' ,g - - - - - - - - (PROTECT / 'BL 1 K 1 DURING WALL / - - - - - - - - - - - - AND FRAIL \ c Ns' UC-noi / i / / 11 1 �� / Av PI:. 23 24.30 I 4 11 11 v �Z i� . . . _ V ,/ 5 1 1 _ 7' �i vv . . _ _ . . v. 2 11i OUTLOT A IOU A E D WETLAND `N I• • • I ( - 10' BITUMINOUS TR�IL. G ARDRAIL - (10-214W)- 1 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com WETLAND l .ST I SS• I 1 � I I F- �� \ INFILTRATION I _ PER KJOLHAUG ENV. SERV. CO - J I i ; G _- `��t I —� — — — — — — -� I A BASIN 3 I I t- ,� 6 I = I RETAINING I _ 0 7 / i - - T - I WALL (TYP) Ni LLI i I Z 2 . . . . . . . . . . / IQ� /� I ]]' I INSTALL THPEDa 101 �: CL s d �. . . . . . / / 3 UJ �.-i 1 1 ` PS PER MNDOT ( - - - - - • - • . - - - - - - l �L �� B B _ _ r i 6 +177. — — - - . '� - 41 �°I t �' 'r � AN DET ILS % ! 1 T: . . . . . . . . . . . . . . I R W I PED RAMPS (SHTS 1-5) LI, 7 I I o -------------- - 5' SIDE ALK (TYP) BEGIN i; -- ,1 \ srbP sIGN �1 — — _ \ u EP: 25+61.19 STA: 0+47.48 _ k a uraM'/- 00 N 00 o 4+ 2+00 _ _ _ I 1+0 o — �Roo EAG o+ooRIGE RM p0 0 4 . . . . . - - - - _ \ \ I \\ -� 5x ° _ _ 'f' 0< B618 CURB RETURN / � a - - - • - - - - - - / \ i - MOUNTAB CURB _ _ SIGN wz m O \ 661 �llR �/ / �\ \ 8 _ �I�ETURN F- - &C w WETLAND i _ / / I I NO GUTTED - - - - - - a N z � QoLLJ i \ \ -v Z PER K✓OLHAUG ENV. SERV CO .:_ya �` / - - - - _ // / / \ ��O_ `—I I -- I -- �� I ( p I ''� / Z Z - ///X / fi 4 c _.. . _ _-r _ l\�__ EDGE WETEAN / // - ---. \ \•. / rxOo / /O� �\ li \ I I I j I 10) J G V .. % \ / / iTUMINOUS WIDTH 0IL \ i 1I M N MEN IGN 1 REM S P BL L g s. w _-0_ a / �v v o - - I N �` U� IC > �. 3 I a i v �+ 1 I I �� I �h�_ I# j o� 0 w v1 i INFILTRATION BASIN 1 \ / oa / i li z ,Iz N U Q INF PG 1 1 � q �. \ X20 BITUMINOUSI I 1 (J O Z �.vvvvv /� iV �� f �11 0 1� PRIVATE DRIVE Q J/ O 2 WETLAND BUFFER / \ ,- ao !! ILL —p - - M-UET..TP. _ __. . MONUMENT . .__ . . "~2 _ - . _ _ _ 10 � - r II 20' I'I I I II I II IBLOCK 61I 1I I 1 I 1I 1 I + axr ,- I hereby certify t specification, or prepared by me i I - - - • -� — — — — \ — direct supervision \ / ��- / �X / '� / O - - - --_.-- - - --_.. _--_---- 1 1 13-1- f, 4 am a duly Licen: \ I is . . z �- / A V / ��.� // ��o V A V A I + 1 1 I I I - --I- - 76fg 6 ` CUT IEXISTI G,DRIVEWA 'N, 3 \ \� j - - - - J N L -.- - J L = - - ) L - _ - - J (lt WIDTH fO�REMAIN) ,IT 1 \J IIf Y J GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com WETLAND l .ST I SS• I 1 � I I F- �� \ INFILTRATION I _ PER KJOLHAUG ENV. SERV. CO - J I i ; G _- `��t I —� — — — — — — -� I A BASIN 3 I I t- ,� 6 I = I RETAINING I _ 0 7 / i - - T - I WALL (TYP) Ni LLI i I Z 2 . . . . . . . . . . / IQ� /� I ]]' I INSTALL THPEDa 101 �: CL s d �. . . . . . / / 3 UJ �.-i 1 1 ` PS PER MNDOT ( - - - - - • - • . - - - - - - l �L �� B B _ _ r i 6 +177. — — - - . '� - 41 �°I t �' 'r � AN DET ILS % ! 1 T: . . . . . . . . . . . . . . I R W I PED RAMPS (SHTS 1-5) LI, 7 I I o -------------- - 5' SIDE ALK (TYP) BEGIN i; -- ,1 \ srbP sIGN �1 — — _ \ u EP: 25+61.19 STA: 0+47.48 _ k a uraM'/- 00 N 00 o 4+ 2+00 _ _ _ I 1+0 o — �Roo EAG o+ooRIGE RM p0 0 4 . . . . . - - - - _ \ \ I \\ -� 5x ° _ _ 'f' 0< B618 CURB RETURN / � a - - - • - - - - - - / \ i - MOUNTAB CURB _ _ SIGN wz m O \ 661 �llR �/ / �\ \ 8 _ �I�ETURN F- - &C w WETLAND i _ / / I I NO GUTTED - - - - - - a N z � QoLLJ i \ \ -v Z PER K✓OLHAUG ENV. SERV CO .:_ya �` / - - - - _ // / / \ ��O_ `—I I -- I -- �� I ( p I ''� / Z Z - ///X / fi 4 c _.. . _ _-r _ l\�__ EDGE WETEAN / // - ---. \ \•. / rxOo / /O� �\ li \ I I I j I 10) J G V .. % \ / / iTUMINOUS WIDTH 0IL \ i 1I M N MEN IGN 1 REM S P BL L g s. w _-0_ a / �v v o - - I N �` U� IC > �. 3 I a i v �+ 1 I I �� I �h�_ I# j o� 0 w v1 i INFILTRATION BASIN 1 \ / oa / i li z ,Iz N U Q INF PG 1 1 � q �. \ X20 BITUMINOUSI I 1 (J O Z �.vvvvv /� iV �� f �11 0 1� PRIVATE DRIVE Q J/ O 2 WETLAND BUFFER / \ ,- ao !! ILL —p - - M-UET..TP. _ __. . MONUMENT . .__ . . "~2 _ - . _ _ _ 10 � - r II 20' I'I I I II I II IBLOCK 61I 1I I 1 I 1I 1 I + axr ,- I hereby certify t specification, or prepared by me i I - - - • -� — — — — \ — direct supervision \ / ��- / �X / '� / O - - - --_.-- - - --_.. _--_---- 1 1 13-1- f, 4 am a duly Licen: \ I is . . z �- / A V / ��.� // ��o V A V A I + 1 1 I I I - --I- - 76fg 6 ` CUT IEXISTI G,DRIVEWA 'N, 3 \ \� j - - - - J N L -.- - J L = - - ) L - _ - - J (lt WIDTH fO�REMAIN) ,IT 1 \J IIf iat this plan, ,eport was or under my and that I ed n ( W Q - - / / \ \\ \ I . . . . . �— n 17 / / i / . iti`,�.�•,. \ \ �' _ _ _ _.-_ -- _.___ _. -.-.. _ r,' t :"I ! 1 r" i MARK RAUSCH, PE I OUTLOT A \\ i x h , f Y I 7-14-17 43480 / / I I ,\' r' r l / / 1 \ \ �. / / 11 %A - - - - - - - - - - - - - - RECONSTRUCT OLD DRIVEWAYS TO BE F11" 13,+ i ,% Date license No. 1 ;^J \\\� /� BITUMINOUS REMOVED ONCE ROAD p/,T;'1 l ✓ / nl~ I o �/ 4 \ \ _ _ _ _ v+ 1 PRIVATE DRIVE AND NEW PRIVATE DRI If F /` J QUALITY ASSURANCE/CONTROL �/ / \ WL<Y K 1 0 / 4 \ \/ . . . . . . . _ _ IS COMPLETED PT )a ! I / I I I + \ I MATCH EXISTING 2+g ; /p -- -- / I 8 16 DATE _ _ _ _ I °' , ;" ..... . . • . W ET. 5 I _ . , BY I/ - @ sl'_ f — - - - - - - I / WerLnNo v.seav �a l'C; �. DATE ISSUE /7 x h \ ` �. J _ _ _ . HAUL EN �3' 1 / �1- N - ----- l _ —_�/PERKJOL - // t, 67 1-29-11 CITY COMMENTS µ�1 P!' l� a' 9-23-16 TEMP. COSRELOCATION F; 1 / . . / \ / 1 PZ / +43 T j h W. ( / 4\ / I I g 10-10-16 UTILITY REVISIONS 1 i I T: +50,2 , 3 s � .. 1 f \; j I o / R6 a� 12 L M_ WET TH 101 TRAIL I I / 10-25-16 FORCEMAIN UPDATE I ,M // t I �' 2 I I I- EXISTING DRIVEWAY TO REMAINiCTENSON — / PC. 1 + �O %"' 10-31-16 STORM 12^ TO is" REVS z R �= �_ �¢ o j �' I I OUT T -F W 7 3 ; _ J ADJACENT TO WETLAND OUTSIDE OF 14 0' BITUMINOUS TRAIL TO 12-7-16 TH tot TRAIL INSTALL Nores n ( I 18 o J I I I - ___ F OD PLAT �EXTEr�D T _I O I/�/E r� r --_ •EDGE WEILANo - OXW � UNDERPASS4-11-17 WATERSHED REV -WET 3 & IB2 15 \ / o r AREA. EE - -wL/ CROy4SING0(BY OTHERS) 6-13-17 TH tot WALL 1 BID I ' + r — — SEPARATE PLAN y / o — ii I z' 6-i6-17 LIFT STATION PAD AREA REVS -------�-J \ • - - SET g,, Q fr '{ I ' 7-14-17 LIFT STATION ELEC TRANS REV 10 10. \ / / - - - - - - - - -' O O - l�� PROJECT TEAM DATA IF J �/' N _ � I , I i s DESIGNED: MPR l(f ' I 11� DRAWN: ELL ... - _ . o - 1 '� 1 LOCK 5 _.Iy e w 11 / / E' / \ / / N� I Ij PROJECT NO: 215-0119 . . . . . . . . . . . . . d B -WL- 43- W -N, .FNM'/ _ . �. 1 i j `� / I I 6 = I j x OUTLOT C/ �� PZ _ 3+1 6 0 ; 14 �.� j l l 1 �� r 5 wETLA j s 1! + / wErL�ND v.sERv. co /- - \ "THIN BLOCK 8 41- _ Q BUFFER {A \ 5 I R �I 1 - N�T5 l I PEWETLAND 2 3 / uMENr If `�E I RUQ TIA N WETLAND j / I M / \ s n H ERM j I ^�./. / \ p... \ ��l,l l`"`+j ._: l l 02. R Ate\ ��\I I k,i,);`: i /" SHEET 8 of 48 J 0 Cl) Z � a Z W W U Z o N Z _LO ■ V J Cl) O U t/1 iat this plan, ,eport was or under my and that I ed n ( W Q - - / / \ \\ \ I . . . . . �— n 17 / / i / . iti`,�.�•,. \ \ �' _ _ _ _.-_ -- _.___ _. -.-.. _ r,' t :"I ! 1 r" i MARK RAUSCH, PE I OUTLOT A \\ i x h , f Y I 7-14-17 43480 / / I I ,\' r' r l / / 1 \ \ �. / / 11 %A - - - - - - - - - - - - - - RECONSTRUCT OLD DRIVEWAYS TO BE F11" 13,+ i ,% Date license No. 1 ;^J \\\� /� BITUMINOUS REMOVED ONCE ROAD p/,T;'1 l ✓ / nl~ I o �/ 4 \ \ _ _ _ _ v+ 1 PRIVATE DRIVE AND NEW PRIVATE DRI If F /` J QUALITY ASSURANCE/CONTROL �/ / \ WL<Y K 1 0 / 4 \ \/ . . . . . . . _ _ IS COMPLETED PT )a ! I / I I I + \ I MATCH EXISTING 2+g ; /p -- -- / I 8 16 DATE _ _ _ _ I °' , ;" ..... . . • . W ET. 5 I _ . , BY I/ - @ sl'_ f — - - - - - - I / WerLnNo v.seav �a l'C; �. DATE ISSUE /7 x h \ ` �. J _ _ _ . HAUL EN �3' 1 / �1- N - ----- l _ —_�/PERKJOL - // t, 67 1-29-11 CITY COMMENTS µ�1 P!' l� a' 9-23-16 TEMP. COSRELOCATION F; 1 / . . / \ / 1 PZ / +43 T j h W. ( / 4\ / I I g 10-10-16 UTILITY REVISIONS 1 i I T: +50,2 , 3 s � .. 1 f \; j I o / R6 a� 12 L M_ WET TH 101 TRAIL I I / 10-25-16 FORCEMAIN UPDATE I ,M // t I �' 2 I I I- EXISTING DRIVEWAY TO REMAINiCTENSON — / PC. 1 + �O %"' 10-31-16 STORM 12^ TO is" REVS z R �= �_ �¢ o j �' I I OUT T -F W 7 3 ; _ J ADJACENT TO WETLAND OUTSIDE OF 14 0' BITUMINOUS TRAIL TO 12-7-16 TH tot TRAIL INSTALL Nores n ( I 18 o J I I I - ___ F OD PLAT �EXTEr�D T _I O I/�/E r� r --_ •EDGE WEILANo - OXW � UNDERPASS4-11-17 WATERSHED REV -WET 3 & IB2 15 \ / o r AREA. EE - -wL/ CROy4SING0(BY OTHERS) 6-13-17 TH tot WALL 1 BID I ' + r — — SEPARATE PLAN y / o — ii I z' 6-i6-17 LIFT STATION PAD AREA REVS -------�-J \ • - - SET g,, Q fr '{ I ' 7-14-17 LIFT STATION ELEC TRANS REV 10 10. \ / / - - - - - - - - -' O O - l�� PROJECT TEAM DATA IF J �/' N _ � I , I i s DESIGNED: MPR l(f ' I 11� DRAWN: ELL ... - _ . o - 1 '� 1 LOCK 5 _.Iy e w 11 / / E' / \ / / N� I Ij PROJECT NO: 215-0119 . . . . . . . . . . . . . d B -WL- 43- W -N, .FNM'/ _ . �. 1 i j `� / I I 6 = I j x OUTLOT C/ �� PZ _ 3+1 6 0 ; 14 �.� j l l 1 �� r 5 wETLA j s 1! + / wErL�ND v.sERv. co /- - \ "THIN BLOCK 8 41- _ Q BUFFER {A \ 5 I R �I 1 - N�T5 l I PEWETLAND 2 3 / uMENr If `�E I RUQ TIA N WETLAND j / I M / \ s n H ERM j I ^�./. / \ p... \ ��l,l l`"`+j ._: l l 02. R Ate\ ��\I I k,i,);`: i /" SHEET 8 of 48 \ r r r 8' BITUMINOUS TRAIL \ 1 20' TRAIL EASEMENT _ � / ' ' \ r \ \ I 0 I { / mss. PED O / I 1 \ RAMP z o \' II II , _ R6p 00 X30 GUTTER (TYP) / SURMOUNTABLE CURB AND TYP �O 0 25 50 100+00 -----►\ </ SCALE IN FEET V A 1 `,, + \00 L _ _� ( I 2X \ \/� / v i ' \ � v ;// x PROTECT - I� / G. A \ \ / EXISTING SPECIMEN I I / 0' < / tS'J TREES \ 00 °0 17- o 0 D / I 0, \ \\\\ / /� STOP' GN-. Z/ \ 1PED�,RAMP v / / z I I A / / 5' SIDEWALK (TYP), Z I I I { I SURMOUNTABLE CURB' P / SAMPLE FOOTPRINT —' I I I AND GUTTER (TYP) �\ ANID- DRIVEWAY OTPL - L - - - - - - - - - J I STOP SIGN / 5' SIDEWALK (TYP) -W/ I� \ 0 .r —wL � 1 LAIL INOUIS 1 .I m \y?, I AIL 1 a mim (' I N OC ' m r mom I RGo D \ y Z <tir { r O i 20 \� \ \ o / _•. WETLAND BUFFER > / ; MONUMENT (TYP) * G GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 RETAINING \ L \ J WALL (TYP) ` I \\ PED' A LLIANT o RAMP ! I I \ ENGINEERING -5' SIDEWALK s 1 233 Park Ave S, Ste 300 4 67 161'6 C�,U'R�R+oo <� _ 1 Minneapolis, MN 55415 RE"'v p pd ^ 1 612.758.3080 MAIN 612.758.3099 FAx J oo/ vvww.alliant-inc.com rn B \ \ Ln = \ 1 C) / �\ 1 \ / / 0 �� I -W / >\ \ \ r 0 I f— / N 3j� \T'� 6- ' '16+00 3 m 15+00 14+00 J R W _ — +-- —1 `O "' m EAGLE RIDGE ROAQ, R=30 / \ 3 0o LPED\ / c �� R2p RAM Ps } — _ dao _ _ — / / x `n R r--- — ----_ _ O h ---- -- �� N X72 0 J JI I 71 / ' / / Nw z I / B6,8-ECUR / �/ / z S I I I o 1 /( - 10+00 Q- TYPE 3 BARRICADE o / ( �J/ / I i o / —�M— .• ,'– .–�M– � ju// <,�y�� v v \v �\\A \ v.�� \ V - I r \vA / Q Z RETAINING o30 / aWALL (TYP) \ w_o _- � / s Qv O N > �I LL IL ex rnU s rn T1 \ I hereby certify t -� 30 v+ ��?�� \\ // Y/ 1 / \ \ \ k \\ specification, or 20 prepared - / ,¢ _ 5 4. / e ared b me �_ / �/ / / • i r / / A iOQ direct supervision - — am a du Llcen: A PROFESSIONAL EN / LIFT STATION / J L --------J L -_- _J �_ -_-N -_-J L_-_--_--_-_� L -_ —J I I 2 1 j//C \ 1 the laws of the k o = (SEE SHEETS 31-33) - J I 'J / \ s /------- 45 R TEMPORARY — — — — — _ — _ — _ — — _ — MINNESOTA J J a.J N Z Z � Q 0 0 N Z O Z U � H J O t" hat this plan, report was or under my and that I ;ed GINEER under Pate of 00 \ BITUMINOUS CUL-DE, C M/ \ \ \ — — — — `\ \ // / / W Q \ k MARK RAUSCH, PE w/6" BIT. ROLA EU tr \ \ / C /> 7-14-17 43480 \ / i' Date License No. < \ \ `� / / •/ ,^� / �. \ QUALITY ASSURANCE/CONTROL � \��' \\ a I \ �' \ anti �i i , __ WLV A• � � � � �� V BY DATE 1 f I I m *) DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS . � \ E \ •I \ � � ''=. \ 10-25-16 FORCEMAIN UPDATE LEGEND. 10-31-16 STORM 12" TO 15" REVS IT 12-7-16 TH 101 TRAIL INSTALL NOTES 0 \' I \' v' i' 4-11-17 WATERSHED REV—WET 3 & IB2 -----------------EASEMENT LINE 1 \ • O \ \ \ �.i1 - \ \'• �m \� i / •\ •� 6-16-17 IFT6-13-17 TH I01 STATIONLPADIAREA REVS — — — — — BUILDING SETBACK — I PROPERTY LINE z m \\ \ RESIDENTIAL WETLAND ' �� {' �. 7-14-17 LIFT STATION ELEC TRANS REV LOT LINE ' l m ' a PROJECT TEAM DATA \ 1 BUFFER SIGN TYP ` a - - — - - — ROW I ° WETLAND BUFFER 1 \ \ o 4. o DESIGNED: MPR µ x WETLAND DELINEATION �� MONUMENT \ ` �- DRAWN: ELL - --- - "- - - I (TYP) V v �� WETLAND BUFFER - - - - �, _� 0 1, \ T------------ --�, � __,_ PROJECT NO: 215 0119 5 L Q WETLAND BUFFER MONUMENT I o _ __ ❑ RESIDENTIAL WETLAND BUFFER MONUMENT I — – — ' (ONLY USE IN LOT 5, BLOCK 5) WETLAND BUFFER @ R 300 1k00 ------------ WITHIN LOT 5, BLOCK 5 L _,------- J, 2+00 ... WETLAND BUFFER STRIP I r EXISTING DRIVEWAY TO REMAIN — a o GUARD RAIL I ADJACENT TO WETLAND I A o SHEET 9 of 48 N 0 50 100 200 SCALE IN FEET PAD WIDTH = 65' & 70' A= GROSS H.D. B= TOPSOIL RESPREAD C= NET H.D. D- PAD DEPTH E= OVERSIZING F= BLDG SETBACK PAD TYPE = F (FT.) 3 0.5 2.5 65 5 25 MIN. FULL BASEMENT PAD NOT TO SCALE ALL NUMBERS IN FEET PAD WIDTH = 65' & 70' PAD TYPE = L PAD TYPE = W iI iilFIIi`itlI i `i (Fr.) � r� A= GROSS H.D. 3 3 B= TOPSOIL RESPREAD N. LINE OF THE SE //4 OF NE' - II8�gg 2.5 ° 1/4 OF SE 1/4 OF SEC. 23 6.2 9.2 E= BENCH LENGTH a 25 nl ' 40- � , f 5 249 QD /. 2 I- F.G. TO TOP OF BUCK O RFL 0 .E J= BLDG SETBACK 1 f i P I • 2245 1 r }� 20UT/� \ t CO ? _.: 013 /. . 1 z BASIN EMERGENCY OVERFLOW WOL, X. REINFORCE .^:' _ WITH 420 SF OF/' i TURF REINFORCEMENT MAT./i' r , TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. a'�85 OUTLET DETAIL): f','rr Q__------- - 804 A I , --------------- - - - - >�89Fjyd-OF N 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. S LINE OF THE E 1/2 OF E---% 0 `n W .... 4 ALL IMPROVEMENTS VEM NTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, MPRST m I hereby certify ,....t i`si LAT� or report was prepared by OUTLOT A or under -my direct supervision i� WETLAND 1 I _"s674 oy (10-214W) '\ !,` 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND State of } \t\ `'i TESTING REQUIREMENTS. ti r. I t`tt.` 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE 2` '+'i, \`tl'``R♦ _ PROTECTED WITH SILT FENCE. j \ \ I r ♦� ! REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL ° BASIN EMERGENCY OVERFLOW REINFORCE WITH 680 SF OF' BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 4 �° TURF REINFORCEMENT MAT $ I i I i 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER (SEE DETAIL) 2114'2� I ° X11.0 `- • /. Hit I 14' ..°4ZI-5 HI, ♦.evWs dY.4AY.0 ,q�/��jp- 7 a4 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY a a{: FULL BASEMENT PAD NOT TO SCALE ALL NUMBERS IN FEET PAD WIDTH = 65' & 70' PAD TYPE = L PAD TYPE = W iI iilFIIi`itlI i `i (Fr.) � r� A= GROSS H.D. 3 3 B= TOPSOIL RESPREAD 0.5 0.5 II8�gg 2.5 2.5 D- F.G. GFE TO F.G. REAR EL 6.2 9.2 E= BENCH LENGTH 25 25 nl �• � 40- � , f 5 249 N 1)•A � /. 2 I- F.G. TO TOP OF BUCK O RFL 0 .E J= BLDG SETBACK 1 f i P I • 2245 1 91 }� 20UT/� \ t CO ? _.: 013 /. . z BASIN EMERGENCY OVERFLOW WOL, X. REINFORCE .^:' _ WITH 420 SF OF/' i TURF REINFORCEMENT MAT./i' r , TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. a'�85 OUTLET DETAIL): f','rr Q__------- - 804 A I , --------------- - - - - >�89Fjyd-OF N 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. S LINE OF THE E 1/2 OF E---% 0 `n cc .... 4 ALL IMPROVEMENTS VEM NTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, MPRST FULL BASEMENT PAD NOT TO SCALE ALL NUMBERS IN FEET PAD WIDTH = 65' & 70' PAD TYPE = L PAD TYPE = W iI iilFIIi`itlI i `i (Fr.) (FT.) A= GROSS H.D. 3 3 B= TOPSOIL RESPREAD 0.5 0.5 C= NET H.D. 2.5 2.5 D- F.G. GFE TO F.G. REAR EL 6.2 9.2 E= BENCH LENGTH 25 25 F= SLOPE & REAR FLAT LENGTH 40 40- G= OVERSIZING 5 5 H= S/G SLOPE (X' VERT. TO 1 HORIZ.) 2 2 I- F.G. TO TOP OF BUCK O RFL 0 0 J= BLDG SETBACK 25 MIN. 25 MIN. J= BLDG SETBACK - LOTS 1,2, BL 2 HAVE 60' DEEP PADS SLOPE 2 (HORIZ. DIST. TO 1' VERT.) LOOK OUT AND WALK OUT PADS NOT TO SCALE ALL NUMBERS IN FEET HOLD DOWN DETAILS r; !t WETLAND 3 ®ail WETLAND 4 P ' iI iilFIIi`itlI i `i 0 _ IAHe'IN 03 _j2710- 710-1 ItlGRADING t e' U_ w DESIGNED: MPR OUTL OUTLOT DLd NOTES: lot eY 1, t / \ f f' 1 , ♦r�� 48 UIng f 7336 LINE OFrTH NORTH J000 F T z , 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.09.. ALL _20520 5 'ID 1 A,MEAS(/RED IAL 6NG WESL' 0 wit�vs"v. m 1 91 }� 20UT/� CO ? _.: 013 /. . z BASIN EMERGENCY OVERFLOW WOL, t�j REINFORCE .^:' _ WITH 420 SF OF/' i TURF REINFORCEMENT MAT./i' U TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. a'�85 OUTLET DETAIL): z7 s t 3% Q__------- - 804 A I , --------------- - - - - >�89Fjyd-OF N 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. S LINE OF THE E 1/2 OF E---% 0 `n r; !t WETLAND 3 ®ail f a-, aF - '' I WETLAND 4 P ' iI iilFIIi`itlI i `i 0 _ IAHe'IN 03 _j2710- 710-1 ItlGRADING t e' U_ w DESIGNED: MPR OUTL OUTLOT DLd NOTES: lot eY 1, t / \ f f' 1 , ♦r�� It,r,u.,l ii 1141{ill UIng , 7336 LINE OFrTH NORTH J000 F T z , 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.09.. ALL _20520 5 'ID 1 A,MEAS(/RED IAL 6NG WESL' 0 wit�vs"v. m zoso }� 20UT/� CO ? _.: 013 /. . z BASIN EMERGENCY OVERFLOW WOL, t�j REINFORCE .^:' _ WITH 420 SF OF/' o i TURF REINFORCEMENT MAT./i' U TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. (SEE OUTLET DETAIL): f a-, aF - '' I WETLAND 4 P ' iI iilFIIi`itlI i `i 0 _ IAHe'IN 03 _j2710- 710-1 ItlGRADING t e' U_ w DESIGNED: MPR OUTL OUTLOT DLd NOTES: In. 1, LLI udit 1 3 Ai All , ♦r�� It,r,u.,l ii 1141{ill UIng N Z p z , 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.09.. ALL 0 m SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. CO U)z of z LLJ z WOL, p i l 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF-SITE Z f.. 27Y�1 0 U TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 0z W z7 s t 3% Q__------- - 804 A I , --------------- - - - - >�89Fjyd-OF N 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. S LINE OF THE E 1/2 OF E---% 0 `n cc .... 4 ALL IMPROVEMENTS VEM NTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, MPRST m I hereby certify ,....t i`si LAT� or report was prepared by 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. or under -my direct supervision �}?it,`a I am a duly Licensed PROFESSIONAL ENGINEER under '\ !,` 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND State of MINNESOTA \t\ `'i TESTING REQUIREMENTS. t`tt.` 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE 2` '+'i, \`tl'``R♦ _ PROTECTED WITH SILT FENCE. j \ \ I r ♦� 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 4 �° I i I i 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED Hit I OVER APPROVED SEED MIXTURE AND A MINIMUM OF 6" TOPSOIL. a4 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY a a{: +i! ; ' ;' NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD I 1irli }_ / CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. I°� i `t z, 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL ! DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. lip i/ Ic, i. �iji 12. WETLAND BUFFER MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE WETLAND BUFFER. F- IVI 4 Q ` 13. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. I,' lr', lr ( 14. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4 FOOT TALL OR GREATER. i' ,i` 15. DRIVEWAY SLOPES LISTED ARE CALCULATED AT CENTER OF DRIVEWAY FROM R/W TO FRONT SETBACK. i6. ALL DISTURBED AREAS NOT LOCATED IN PAVEMENT OR TREATMENT AREAS SHALL BE DECOMPACTED AND LOOSENED TO A MINIMUM DEPTH OF 18 INCHES. It 'r ' 17. THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G,/ ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ► 'I `!_ / , ETC.) MUST BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE. RETAINING WALL NOTES: ♦ 6 _ 7 � -; Y. __2F4,�.S.� I e r �» Srnrt+rt d' -... /A rf i _ g � : ,� l`� ±,, f 1, �,� �� F 1 , RETAINING WALL MASS GRADING PREPARATION '1'' l' j lr i 69 k1 ��,>• --267 ' fi }, ` =� 1. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE. Y GJ .� �8 - __� 66 I j wee^, + i t If �73� " ',� 3 . � tt'}\ yF r=zax,--.-'t ��, A t! I ��. i i 2. PROPOSED RETAINING WALL AREAS BETWEEN BUILDING PADS ARE TO BE ROUGH GRADED ATA 2:1 SLOPE 26 f� • ,� - 4 J `. ` 11,11-19" 9 0 �f j ¢I WITH BASE OF SLOPE COINCIDING WITH COMMON LOT LINE. / f ` f ♦ ♦ 3. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. - pp I�� 79-' 4. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE 6 / • z7a�, -' �+ `< t ; 1 r (J WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE / t CITY PRIOR TO INSTALLATION. _f It 5. INSTALL SAFETY RAILING AS REQUIRED ATOP WALLS EXCEEDING 4'. 1-y'r 1 i 7QN �g7� a. ------- 7 a II ! ''_ ""` ��/ � i -,.,✓''%." ' tie ` �� \ � i INFILTRATION BASIN NOTES: ®AINA 76 �'e6a --- 7 x� wx 7 \'♦ ' ' 1 ; f 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. {{ 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND UNTIL BASIN IS COMPLETELY GRADED AND PLANTED. 281 i I I ', 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. 77 i CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL ; I `" , I �IIII I 1 MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 619 616 Iil!:!l 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA /6;52 2 r 'r / "i 8�4 ii1 1' i \ DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY 27 626 HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES p, 8 _4k i, 1i t 284 / ; ; J , T EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK �V LOADERS. E LOT Tt t r, r, t 85U A }> i � , k r J ! '� i ! i i I ' i t , i 5. IF COMPACTION OCCURS AT THE BASE OF THE BASIN, THE SOIL SHALL BE REFRACTURED TO A _ ,( i ! liii� I , + aalwETLANp $ I I! ! DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO -TILLING. 832 Bas 6. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO EVALUATE ANY POSSIBLE z3 841 33 _ i �,rJ i ` 0,\, \ i NEEDS FOR SOIL CORRECTIONS. ENGINEER TO REVIEW TEST PITS TO DETERMINE THE NEED FOR ' o t `� 5 1 ! r A t 1.,,`�` ♦'t t - < t` ' I ! r , } \ + t AN UNDERDRAIN FOR EITHER TEMPORARY TURF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. 842 ` ' ''Iii \101, `? I`?I tl i ' � '+ ♦`t `, t `iii t\ ,, r + i +i i ! j c'i 1 `, i ! � _-� it I it �;%,I,, DEVELOPER: i _ tt �y hitt t i l;t; 'iii , r t.g$0,�� t! Qcg.Ucc g in FOXWOOD, LLC 1,rn l 1000BOONE AVENUE NORTH, SUITE 00 GOLDEN VALLEY, MN 55427 TLAND 3 1 ', ♦ ♦ t l I ttttl Z \, t\ 1 ., ` \t`\ t\, ,`, , `, GRADING LEGEND: `t \ l ♦1 it \`t\,'\ '``�.`� `\`t \\`\ \,`\`♦`, `\� 959.3 GARAGE FLOOR ELEVATION -\t ti ' '♦n `� �� \;it`�\`�`♦♦`` `\``♦♦`. :` µ( HOUSE TYPE `. ' \ \ •` ` LOWEST FLOOR ELEVATION t ♦t\!�. l 'LV` \`�♦`+v. ��.,`�. }'}♦t` ` ♦ 950.3 �+t� e..y i \ \\ `` \ ' `�a `.: �` ` .\� ♦♦\\` 957. REAR ELEVATION Itill \�- `f! �\ 4 ♦ _ 7gg EXISTING CONTOUR 789 PROPOSED CONTOUR DIRECTION OF DRAINAGE / 8j8 ' : a� W WALK OUT 2084 EXISTING TREE TO REMAIN `p.., -_-•� `}. ~.. !~ ��` \tt\'Ij'?`+"' i + ! i i . r _ /tom .-_ _ ._ �� r - --87 4 _- - I i i'; trIt'll 0', SFE 114 I t I Iii!"ilii, i)+ 1 RETAINING WALL ■ o PROPOSED CATCH BASINS > > PROPOSED STORM SEWER -------------- PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE -- RIGHT-OF-WAY -------------- TREE PROTECTION LIMITS 0 WETLAND BUFFER MONUMENT EXISTING VEGETATION LIMITS O WETLAND BUFFER TURF REINFORCEMENT MAT (LANDLOC 450 OR APPROVED EQUAL) 0 (a* WETLAND 4 O z 0 _ IAHe'IN 03 _j2710- 710-1 LIFT STATION ELEC TRANS REV t e' U_ w DESIGNED: MPR OUTL OUTLOT DLd z In. W LLI M UIng N Z p z , 0 m �Ww W U CO U)z of z LLJ z WOL, p r CPP Z f.. 27Y�1 0 U Q 0z W z7 s t 3% Q__------- - 804 A I , --------------- - - - - >�89Fjyd-OF N j 21 - S LINE OF THE E 1/2 OF E---% 0 `n cc .-+ r2c" 0.2., � __ I hereby certify specification, or report was ®AINA 76 �'e6a --- 7 x� wx 7 \'♦ ' ' 1 ; f 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. {{ 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND UNTIL BASIN IS COMPLETELY GRADED AND PLANTED. 281 i I I ', 3. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. 77 i CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL ; I `" , I �IIII I 1 MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 619 616 Iil!:!l 4. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA /6;52 2 r 'r / "i 8�4 ii1 1' i \ DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY 27 626 HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES p, 8 _4k i, 1i t 284 / ; ; J , T EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK �V LOADERS. E LOT Tt t r, r, t 85U A }> i � , k r J ! '� i ! i i I ' i t , i 5. IF COMPACTION OCCURS AT THE BASE OF THE BASIN, THE SOIL SHALL BE REFRACTURED TO A _ ,( i ! liii� I , + aalwETLANp $ I I! ! DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO -TILLING. 832 Bas 6. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO EVALUATE ANY POSSIBLE z3 841 33 _ i �,rJ i ` 0,\, \ i NEEDS FOR SOIL CORRECTIONS. ENGINEER TO REVIEW TEST PITS TO DETERMINE THE NEED FOR ' o t `� 5 1 ! r A t 1.,,`�` ♦'t t - < t` ' I ! r , } \ + t AN UNDERDRAIN FOR EITHER TEMPORARY TURF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. 842 ` ' ''Iii \101, `? I`?I tl i ' � '+ ♦`t `, t `iii t\ ,, r + i +i i ! j c'i 1 `, i ! � _-� it I it �;%,I,, DEVELOPER: i _ tt �y hitt t i l;t; 'iii , r t.g$0,�� t! Qcg.Ucc g in FOXWOOD, LLC 1,rn l 1000BOONE AVENUE NORTH, SUITE 00 GOLDEN VALLEY, MN 55427 TLAND 3 1 ', ♦ ♦ t l I ttttl Z \, t\ 1 ., ` \t`\ t\, ,`, , `, GRADING LEGEND: `t \ l ♦1 it \`t\,'\ '``�.`� `\`t \\`\ \,`\`♦`, `\� 959.3 GARAGE FLOOR ELEVATION -\t ti ' '♦n `� �� \;it`�\`�`♦♦`` `\``♦♦`. :` µ( HOUSE TYPE `. ' \ \ •` ` LOWEST FLOOR ELEVATION t ♦t\!�. l 'LV` \`�♦`+v. ��.,`�. }'}♦t` ` ♦ 950.3 �+t� e..y i \ \\ `` \ ' `�a `.: �` ` .\� ♦♦\\` 957. REAR ELEVATION Itill \�- `f! �\ 4 ♦ _ 7gg EXISTING CONTOUR 789 PROPOSED CONTOUR DIRECTION OF DRAINAGE / 8j8 ' : a� W WALK OUT 2084 EXISTING TREE TO REMAIN `p.., -_-•� `}. ~.. !~ ��` \tt\'Ij'?`+"' i + ! i i . r _ /tom .-_ _ ._ �� r - --87 4 _- - I i i'; trIt'll 0', SFE 114 I t I Iii!"ilii, i)+ 1 RETAINING WALL ■ o PROPOSED CATCH BASINS > > PROPOSED STORM SEWER -------------- PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE -- RIGHT-OF-WAY -------------- TREE PROTECTION LIMITS 0 WETLAND BUFFER MONUMENT EXISTING VEGETATION LIMITS O WETLAND BUFFER TURF REINFORCEMENT MAT (LANDLOC 450 OR APPROVED EQUAL) 0 (a* 4-11-17 Lo z 0 6-16-17 CtZA1►I�[1 HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 ICITY COMMENTS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & I112 z TH 101 WALL 1 BID 6-16-17 /��/� W 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: z In. W LLI M N U Z_ 0 CO U)z z LLJ z 0 p 0 U Q 0z W �F O GQ N a 0 `n cc LL �� U 0 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 MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 ICITY COMMENTS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & I112 6-13-17 TH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 10 SHEET 10 of 48 f t \ �� ` �`� �v 1 t ,if' 4 1 7 v tt�I�10�a � CJ 1 I�m,i tiliV i lr-:'+(`�1 ', tli ,� j • � i \ I j..�. / t V 1 t i N. LINE OF rt/E SE 114 or NE t \ J `• \ \ 1 � , � t ' o ;ia -cUArco 11,L i I' N !/4 of sE !/4 or SEC 23 I ' 1 ✓ f V > >l �. ' t w r + 1 � 11 j , -x� f � A i j �. M i j� '•<i1 , i GONYEA lit r,1 �i 1 i �, i R5x_ ; t 111 till+ilyl —» - 1 )� a 5 ' ; ' ; . J ° r 1' " Tw s10 j — r HOMES & REMODELINGS /i 7335-1 t ! y I 1+ 1few 910 000 BOONE AVE N, SUITE f 4\ 1 GOLDEN VALLEY, MN 54200 t ! t1 73364'-t y OFFICE: 763-432-4500 --� sour" PROTECT INFILTRATION AREA{ O I+ i + \ / $g I AS ME uF r -0 �t cu l FAX: 763-432-4501 0 25 50 100 b b "' SEE GRADING, EROSION .,y -see.ar i 1 1 1 Q ti ' \ // Nu ,-2a56 EDM 1 r> CONTROL PLAN AND r J, 1'4 '+ I., !'_ 2055 -2053 r , 1 / f i I i Tw 916 1 r 4 PER K,lottllUG aysERyINFILTRATION BASIN PLAN % . r W ! J f SCALE IN FEET201 SHEETS F02 ADDITIONAL NOTES. 6w 910 BW DD Lf t __j f i 914-_' � / x '(q��2� I' 1 < l \ ,,/L(/64 / r Jrr N"til-"' �' _ ...,.,.,,; 6 �-2051-- t. ""�\ � ' • I' ' r r i- 914 \/ / ""''x i'.�• �rri �--- -`\ \- _ a t �'� 2014--� �1V � r`' J^, ~�\es i (' ;Q -W,906.5 6 ; /tt - - • J ..l_ z -� 2 �- q 2015- / " •; i ^ ; ; i ;i A T ' LLIAN 4 2 W. 90$ I g0 \ _._ . sa�r�'�<��Q`37. ,a\ � � r r � _. t i /� 1 6•,3 r r"iJ - ^ 1. } l'_ j � ! I E N G I N E E R I N G t \ r ! / '� •' 1 gOg ~` EMERGENCY OVERFLOW < t l ® _ • _ - , I r r/ 7 I / e / -. i it i ! f{ / BASIN EM / �, r / i / REINFORCE WITH 420 SF OF j a /20139'M' e TURF REINFORCEMENT MAT err '` 7` f' ,' % , ' !� �^ 91g,$, ; 233 Park Ave S, Ste 300 �, �/? / I ,'� Y <".� Or ,r ° ,.' r1 ! ' t I 9120 r Wry / `� ;t `` 1 goc�`?' \ ` ' / Y/ t_ (SEE OUTLET DETAIL),k�.� ,, ' ,' ; SI , C.) if i I it Minneapolis, MN 55415 `I .'�.� `5155 v� 612.758.3080 MAIN 4 \W \ 2Q71 l` a 9 \ r >� t1 \, \ M1 p 915;6 ° i�l &29�a v_ - - i m 1 ~. _ `- t > \.,, '2o3s.�. } `�\ y 612.758.3099 FAX \42o i � la I W / �/ r � 1 •IIY072 t' i' / �N5 1 � 2 11 xf� t 1 ,-1� �C zoa` . � i . • •2cI r � a _ I i � � tt �*� ,! tjt www.alliant-inc.com l < t d t 2073 ' \ s \ I Y 1 I I' OT l »v 11 3� v �I v OUTLOT A - 2074 0; v j1 WETLAND 1 _ -+TW 902 \ try M p i d e INFILTRA N BASIN 3 (10-214W) / BW 894 /• ' \J \ f !1 \r *"� I 2 -- BOTTOM L903.00 \' f 1 207 't i / \, \"a,,.} TOP EL 03.24 rt �ry f. � t , � .� � �,.. HW 7.36 l WETLAND ' j�a3 yp 4 - PER KJOLHACM, ENl! SERV. CO—t_— t aI I \ J ti l4 `y 1 �. 1- I` - _ I r i ya. •P-- — I 1 05 pi I �� t —�-- SEDIMENT \� - .o., ° a if ` r t A _ - I1 OREBAY_. I -'ice 3' ROCK WEEPER [ I f I E D - , 20 _ . o -t < _ �• 09.5 °' SE DETAIL) ! I � a j i \ `C / .�►-. `r -'� - r ! L J,, �.. sir TW 912 ' t \ 4 I I �40 . _ 2888 - 2085 Zoe / ^ - I / 1 i t - - W 909 J y r J Q c —\_. ✓ ' �J- ' r 2•J� y.' /9 + 912 9 C/t i r i # �iY - it I o 063 zge6 �zo < � -� � � 1 '� t t P t WAL • o it A _ tis. 1 3' ROCK WEEPER ; 4 PROTECT INFILTRATION AREA. (SEE DETAIL) / 7` � SEE GRADING, EROSION a.CONTROL PLAN, AND y�f7J osa ✓ 1 ,,N�y\ s1� 1 \ J --- f i! I W a `INFILTRATION BENCH PLAN I .'; ._" \\ \ loo t _- __. _ — i A SHEETS FOR ADDITIONAL NOTES. W r r , i'.� W �- - >� \ \ .._ ` 4 ♦'� i ■ y.l - _ -- #�O�f i- t 00 -j; <-.. , -\--,--... _. t r i. t j Lo Q a BASIN EMERGENCY OVERFLOW �q drr' �• 1 / O RIG !+100Lo --- -- rot_ r 010 -R-1 \ \ 1., k l - -- i 1119j`I— - -- 1 1 00 I i r N REINFORCE WITH 680 SF OF may/ 0 ''D' GL n — •,0+00 ' • 211 SII \ � � v CP \ _..\ _� / ®„ y0 ri9 ----tet —-{-.—.. r _ _ ' I4 4 r., i' ( ' r � 0 TURF REINFORCEMENT MAT , '�'' ♦' -• .�-' 20s� ,G � ,_ / ; c�g�-'// _ - AD :. i i a 2104' ,z- �-' C' - r > (SEE DETAIL) ♦ - \ // r -- 'r t I � I I J ~ Q 4 `-" ` ?i ".'� �• - _ %`" \ \ .'� �j r' rQ.�==_.rj , r y - - ' r 1 11 I 1 i _ r-+---17 — r° ,� 2144 21 �. '0= .. .- SJ,= - 2H2 ' -- o,., s9 _. __ f 4, TH y}-�r , it ,,' r ^° t / _. 5' ! �\ rj ,+ ��-. W SEDIMENT A to / -..ry r-21'1899 ^rr . _ ....2; F. r. ~ _ r 1'y-'' .� .J'� O .. ,.j• i. l i t fl rn-� - =ei ♦ i ,!. I t I Z WETLAND l __� s- 214T-'`..__ d at r ✓_ , FOREBAY ` - \ - , 43 .- g �_-. v �_._.. 1[r �,� X t ,.r yr, .✓.. ( Z PER KJOLHAUG ENY.SER✓. 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( ; f!r f ,' I� a ' II i 0 (n r Z s 0 89 _,\/ - I (SEE DETAIL) - • jj ---- TW 903 S\ 0 r Ci ,-- . / > % > 9 k I , 21g3 r. 21¢7- .. -� . -.. � i / Q / ^J,r> l r r`� � � 920.0.'^'�A7 t I yt � 1: i i� I i I al I / ill iI j � _ �' - • s13g0 �w-�.v_.,t r' 89 �ht t f, I' Z r BW 9 / 918.3 1 t Z Q Jrp ! ,• �` �� • A\ �� _.-0 In Q r r 0 p � U V _._ "- . L '. .!'L4' 1. y' - r .`.,. ., .�. ._ •'- 4} r r I, � � �i- , ;t! :� a! ,i � 1��. 4 ` _224 I,{' FORIEBAY.. t > rr ___ -�_4 _ I °j / I ;f . , t� �.. v y P r j •�• 12188'` z�a9 ' „ r r t > , ,!` ` � vo I hereby certify that this Ian, ,tj r r � ✓ "- ..- r � 11 / r-26 6A5 a i. y. �� t r ,� i. SpBC report r i�\ specification, or was 1y?m {j 0�% � 46• 1 � { �l ., _, ___ 4 -" - %.�. d'' .. _ ..�� Y" %7 i � �1 %i . - 22 �- � r ., .. \ \ > � � .. _ 9t - � � �} r>. pb ! , I - ,� :-,�, I. r, ., Prepared by me or under my _ r 8 F t f , -OJ i� 2 �"- Ir t 1 x 0 _. i - - - Q a; - • y - — � _-r----�� v �,,= -- t-.., -- ,, � " � __ " � � direct supervision and that I 2248 1 2T7 r' >` �' '.\ I ' s 172 Q THE 2J s \ -- =- - —I s.. ✓ — '. # e jt" _ N am a duly Licensed > - 4171 l 4 TW 903 arOO - Q7 1 .4T > p _ r , 224 t 0 0' % - ) \ __ _. t I _ \ ❑ PROFESSIONAL ENGINEER under i 5 \ i 12.6 MJ W 899 r 0 rL'i'-`,_ a 26\i5-2 -2853 l I 26rz z6ss , - �.; — ,.yx -_"; ,=j�iT'... the laws of the State of +,_ \ 4 \._ l_ L- '� r— -fie. t� , 3 �� s L — r„ ! l•1 k r V .. _ �, — — -t<•zs63 — — 6 �-�'� � �" ( t , fit � ,.� I ; MINNESOTA ._ r r _ , a e I r, _ ,r � 0 -2245 l .,%2251 fl I �\ � : 1 '�'1 � ` % L i r _. .�.Y %. 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'-� - 9•A059 !/J �3- - -- t' P i MARK RAUSCH, PE .4 T" +-7 Lr F Cc)2252 � TW 91$ : r 'y,� � _ r� � ` `-- "� F f I _ I .1244` ' BW 9�'2 W �-e l i Q71 /� ♦ f' t j / \ V �% �� t_ 1 ej - _ - A\ it i tl tt' f� / ' I 'na i' rr r i� 348 - 7-14-17 4 0 ^x258 / J : 1 1 t �_ f '' .', �. ��t -..�_ -.vt 1 2r l; r� r f ae Cense No. x „---'" ,/ -1 / ! 1 918 $ __., / / ' \ �' ' t' v � b, 4'r A � t ' � 9 �• r I � � ' r; rt �: i 'i J ;�`' "�---._-.� y i •" t%r� '\ _ .- 2664 / EX, •- - `- 2243 r' / _., / `__..y- v v d}L. � / A - - - _ - �.��' � '� 2645 � • \ i ,, MOVE ISTf1VG_DRIalEWA-Y. t �f t r f D t 1 ' ' _ ^�/ �� of e ( `x QUALITY ASSURANCE/CONTROL x 224x... 2256 Jr N ,;:`p _ rn of l _ \ `_ u" �. i / J2EGRADE TO DRAIN AND -SEED: - - wt i a -ti , r 1 I _.�: - en's, i �9� I 41 i t •e I / t, v.... -_._.i _. __ 22 9 1224 -- �q 0�,'� _ <> _.---- DATE �;l 5,,,_r 02260 ts-`i ,.p \�. "� `\ Ste' ?` - �,,. /�, � .cryo. ,. �► •� �2, •♦`,Jr 1 _ I _ r. ' - DING LEGEND: i �• BY �� 842 WET. ,`� s I U -c•' --____ � _ - _ .. �� •, '`; I _- _ _ _ ` •` i ''. � ^, _ Oz63 z6aa _26 r''CEN° ��i, I� _ I ��lJ f/J !� DATE ISSUE ,,r I _ x — 1�e t y~ - T 1 8 29 16 CITY COMMENTS \ � Hyl ,�, 1�• �-� y O� r'~ �v' l •%1�6%Q HWL 921.43 Jt- . , f f j,. F /'"'1 � � - 958.3 GARAGE FLOOR ELEVATION RETAINING WALL 9-23-16 TEMP. CDS RELOCATION I ; , rn 26 02699 a2 T-zs7o Igo rr .>- t" !J NousE TYPE 10-10-16 UTILITY REVISIONS 5 2700 - 5 WET• 6 �- + �-* 4 1 ■ • PROPOSED CATCH BASINS ' \ t LOWEST FLOOR ELEVATION 10-25-16 FORCEMAIN UPDATE v 2 ` ♦4►� i - Asa__ 1 > gsa.3 PROPOSED STORM SEWER O ,.„--^ -.ly n a I ""--- 7,. •-may �\ \ \ I ; 18�� \ �'-NA 957. REAR ELEVAnoN — — — — — — 10-31-16 STORM 12" TO 15" REVS -' -' O• o ' S `� \ i\ ` rn rrn Bs < OUT T F- ; -1 ,' 2 - -''� ',� \ PROPOSED EASEMENT 12-7-1 5 TH 101 TRAIL INSTALL NOTES rJx .,,,.-•, p - / �X \ `� I tr j I� 9 �68 26P8 F __ V* G / k j • • 2672 - �a - 2669- / `y,� - - __' '- '............ .. R _ _._. PROPERTY LINE �t _ - ED __'_'_ // -- t 1 FJl3s4 y t \` \\ 7 9 EXISTING CONTOUR 6-13-17 T/HT101HWALL EI BID T 3 R IB2 ��.-, y \ ;, ♦ I 'Ct2'' L919.0 %• '• -,267a} x', > ` 01 ' > �_�. ♦ }i SETBACK LINE 0 ` ��- z3e "N `� - ( '�9 `,_ /\�2669= 1. 2675 �.:r�. �� } 789 PROPOSED CONTOUR - - \- \ 6 16 17 UFT STATION PAD AREA REVS ln , 27T \\ Q t , ♦ - - Q! 7 r -z890> ' - 0.2598,% 1 J� %JO 2681 X682 I,� l ;. 4� LOT LINE 9 t' - `. ' \ �:/ , '� �., % 62' 7 14 17 UFi STATION --EC TRANS REV 30k \\\\ 9\g. 1; -,. NL -- u+ �� \ — I r r-ze9776_ t \/ tri I ) px \ x62.44 E9 PROPOSED SPOT ELEVATION _ — — _ RIGHT-OF-WAY ------ --- — - t TEAM DATA �� 1, ' , 26 �27s6-E. ;' `\ � >' l \ PROJECT T -/ \� / 9 r r "\ \ i \ TW XXX TOP OF WALL ELEVATION ~` _ _2e� , 671i• TREE PROTECTION LIMITS 2696r / \,i 0. 1 i t 'x BW XXX DESIGNED: MPR 9 \ >. � � � t !' BOTTOM OF WALL ELEVATION ". > g' / `/ l r 3�26a / r ��^^ ((�� t I j' l rti Ywim w EXISTING VEGETATION LIMITS DRAWN: ELL x = zzza=� h22 s ` - �> - = I I _..a6s's4- l.K 1 J I %r r �Z44% DIRECTION OF DRAINAGE W ., .2175 `er o •2 ' /� r g' Jr r. I r r WETLAND BUFFER - y / (/� • 2232. .�.....-_- - � � �_ � '. '' J17 - %" / ��._ _ j .f .r / i 2679--%' ♦ �- 2680 � r' 1 ✓ J .. ..-._.w.k . J i .✓©' \ l' r _. _q ,� 2 - - / \ I t Ji W WALK OUT ^ N,f_�y11WL— WL�� r.�Nl�- �. r ,, / i5 /� :tea �` r '.r' ry 6 , _-' - - �� i I �,7>^-' r'. 2234 - .. _. r J' _ i I. .. r % 20, �'� 'f% 1 1 _ I E 2239---'T-> �/ � ! , 47 / w 2 / -` of \ .__._-' 1 f 4�\ 1,- d -2797 /� t EMERGENCY OVERFLOW ROUTING TURF REINFORCEMENT MAT PROJECT NO: 215 0119 C Y 2236 ipr OUTLOT C 2226 / s' ' 1r \ i t . ! t •I f ' / ✓' - _ LANDLOC 450 OR *• I-�" WETLAND KSERV CO . r , t �......Q, 1r'----- t-.. _I •, ) r /r \ t 2237 HAUL EN / > ;6 - O� i -'1 l h6 IIS, �� -" I I i \ Ozoaa EXISTING TREE TO REMAIN APPROVED EQUAL) c t CJ PE KJOL 9� t \ \ 4 �, M1/ ` hh I I 1 \ ♦ / \ 3 t j ttpI r �N ETLAN D ji ' r 1 \ \ a _ �r/ p Y^ I I I �►�r ''1 i j t\( \ ' ^ O WETLAND BUFFER MONUMENT HWL 918.89 j '� 1 • ,r / /t k t 1 :!t .� _ N a y r a9�y','�' ...J r.�' i / - / P 7,.. c \. \ 1 ... L. !! - {_.I J. I> \ r \ - �, - \ 2r>` ,I I t y lies ,- ❑ RESIDENTIAL WETLAND BUFFER MONUMENT SHEET Of 48 0 6 0 1 � 11 j , -x� f � A i j �. M i j� '•<i1 , i GONYEA lit r,1 �i 1 i �, i R5x_ ; t 111 till+ilyl —» - 1 )� a 5 ' ; ' ; . J ° r 1' " Tw s10 j — r HOMES & REMODELINGS /i 7335-1 t ! y I 1+ 1few 910 000 BOONE AVE N, SUITE f 4\ 1 GOLDEN VALLEY, MN 54200 t ! t1 73364'-t y OFFICE: 763-432-4500 --� sour" PROTECT INFILTRATION AREA{ O I+ i + \ / $g I AS ME uF r -0 �t cu l FAX: 763-432-4501 0 25 50 100 b b "' SEE GRADING, EROSION .,y -see.ar i 1 1 1 Q ti ' \ // Nu ,-2a56 EDM 1 r> CONTROL PLAN AND r J, 1'4 '+ I., !'_ 2055 -2053 r , 1 / f i I i Tw 916 1 r 4 PER K,lottllUG aysERyINFILTRATION BASIN PLAN % . r W ! J f SCALE IN FEET201 SHEETS F02 ADDITIONAL NOTES. 6w 910 BW DD Lf t __j f i 914-_' � / x '(q��2� I' 1 < l \ ,,/L(/64 / r Jrr N"til-"' �' _ ...,.,.,,; 6 �-2051-- t. 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L J,, �.. sir TW 912 ' t \ 4 I I �40 . _ 2888 - 2085 Zoe / ^ - I / 1 i t - - W 909 J y r J Q c —\_. ✓ ' �J- ' r 2•J� y.' /9 + 912 9 C/t i r i # �iY - it I o 063 zge6 �zo < � -� � � 1 '� t t P t WAL • o it A _ tis. 1 3' ROCK WEEPER ; 4 PROTECT INFILTRATION AREA. (SEE DETAIL) / 7` � SEE GRADING, EROSION a.CONTROL PLAN, AND y�f7J osa ✓ 1 ,,N�y\ s1� 1 \ J --- f i! I W a `INFILTRATION BENCH PLAN I .'; ._" \\ \ loo t _- __. _ — i A SHEETS FOR ADDITIONAL NOTES. W r r , i'.� W �- - >� \ \ .._ ` 4 ♦'� i ■ y.l - _ -- #�O�f i- t 00 -j; <-.. , -\--,--... _. t r i. t j Lo Q a BASIN EMERGENCY OVERFLOW �q drr' �• 1 / O RIG !+100Lo --- -- rot_ r 010 -R-1 \ \ 1., k l - -- i 1119j`I— - -- 1 1 00 I i r N REINFORCE WITH 680 SF OF may/ 0 ''D' GL n — •,0+00 ' • 211 SII \ � � v CP \ _..\ _� / ®„ y0 ri9 ----tet —-{-.—.. r _ _ ' I4 4 r., i' ( ' r � 0 TURF REINFORCEMENT MAT , '�'' ♦' -• .�-' 20s� ,G � ,_ / ; c�g�-'// _ - AD :. i i a 2104' ,z- �-' C' - r > (SEE DETAIL) ♦ - \ // r -- 'r t I � I I J ~ Q 4 `-" ` ?i ".'� �• - _ %`" \ \ .'� �j r' rQ.�==_.rj , r y - - ' r 1 11 I 1 i _ r-+---17 — r° ,� 2144 21 �. '0= .. .- SJ,= - 2H2 ' -- o,., s9 _. __ f 4, TH y}-�r , it ,,' r ^° t / _. 5' ! �\ rj ,+ ��-. W SEDIMENT A to / -..ry r-21'1899 ^rr . _ ....2; F. r. ~ _ r 1'y-'' .� .J'� O .. ,.j• i. l i t fl rn-� - =ei ♦ i ,!. I t I Z WETLAND l __� s- 214T-'`..__ d at r ✓_ , FOREBAY ` - \ - , 43 .- g �_-. v �_._.. 1[r �,� X t ,.r yr, .✓.. ( Z PER KJOLHAUG ENY.SER✓. CO I. `', J .O— _ - 312r/ g• - \ > 'Y / / q? \ I 2)z' tt 619 5' I =1 s1 . 4 ._--- Jlw�" ��ry�eA % ��i. fir. O. 9 �r / �� 14:"88 / r r.-... rr ., I (�-_�`„ ` 1 _. i I T> ' I \ �}' ( fleI I i/ J V Q • - - al ..� - 9 FILTRATION "'C _ \ .,, ` ' )r ` \ f i 'A3 % x (1) f„ ♦ r ��_� 3 0 O \ s r" k ) F i / 9 I d Ili I1 ' I - - - •.� 2138, wcf t , _ BASII•ft / �r 1 I i ♦ -,r••''` ✓ ' \ F - — i I f'" 61 ! ' III LJ N za ''• 'k- i - \ 'P 10 jr x f\ ? �. I ii w ti i r _ , t H 2F D V 5 I B TTO �E .0 O - - .. M N v -.id 2154 ✓r'^' 6Y' :S t OP 95.8A 8t �' > ��- r / -7�!',_—� ....—� - 1 cV '"i t a, i' \ I i ��\ Ii I) I la N L Apr- e .. ___•- • 3a ROCK WEEPER zI 8.50 3 �r 1 ,�.�/ , '"�' 11.. - ` --- °' i. ( ; f!r f ,' I� a ' II i 0 (n r Z s 0 89 _,\/ - I (SEE DETAIL) - • jj ---- TW 903 S\ 0 r Ci ,-- . / > % > 9 k I , 21g3 r. 21¢7- .. -� . -.. � i / Q / ^J,r> l r r`� � � 920.0.'^'�A7 t I yt � 1: i i� I i I al I / ill iI j � _ �' - • s13g0 �w-�.v_.,t r' 89 �ht t f, I' Z r BW 9 / 918.3 1 t Z Q Jrp ! ,• �` �� • A\ �� _.-0 In Q r r 0 p � U V _._ "- . L '. .!'L4' 1. y' - r .`.,. ., .�. ._ •'- 4} r r I, � � �i- , ;t! :� a! ,i � 1��. 4 ` _224 I,{' FORIEBAY.. t > rr ___ -�_4 _ I °j / I ;f . , t� �.. v y P r j •�• 12188'` z�a9 ' „ r r t > , ,!` ` � vo I hereby certify that this Ian, ,tj r r � ✓ "- ..- r � 11 / r-26 6A5 a i. y. �� t r ,� i. SpBC report r i�\ specification, or was 1y?m {j 0�% � 46• 1 � { �l ., _, ___ 4 -" - %.�. d'' .. _ ..�� Y" %7 i � �1 %i . - 22 �- � r ., .. \ \ > � � .. _ 9t - � � �} r>. pb ! , I - ,� :-,�, I. r, ., Prepared by me or under my _ r 8 F t f , -OJ i� 2 �"- Ir t 1 x 0 _. i - - - Q a; - • y - — � _-r----�� v �,,= -- t-.., -- ,, � " � __ " � � direct supervision and that I 2248 1 2T7 r' >` �' '.\ I ' s 172 Q THE 2J s \ -- =- - —I s.. ✓ — '. # e jt" _ N am a duly Licensed > - 4171 l 4 TW 903 arOO - Q7 1 .4T > p _ r , 224 t 0 0' % - ) \ __ _. t I _ \ ❑ PROFESSIONAL ENGINEER under i 5 \ i 12.6 MJ W 899 r 0 rL'i'-`,_ a 26\i5-2 -2853 l I 26rz z6ss , - �.; — ,.yx -_"; ,=j�iT'... the laws of the State of +,_ \ 4 \._ l_ L- '� r— -fie. t� , 3 �� s L — r„ ! l•1 k r V .. _ �, — — -t<•zs63 — — 6 �-�'� � �" ( t , fit � ,.� I ; MINNESOTA ._ r r _ , a e I r, _ ,r � 0 -2245 l .,%2251 fl I �\ � : 1 '�'1 � ` % L i r _. .�.Y %. 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' - DING LEGEND: i �• BY �� 842 WET. ,`� s I U -c•' --____ � _ - _ .. �� •, '`; I _- _ _ _ ` •` i ''. � ^, _ Oz63 z6aa _26 r''CEN° ��i, I� _ I ��lJ f/J !� DATE ISSUE ,,r I _ x — 1�e t y~ - T 1 8 29 16 CITY COMMENTS \ � Hyl ,�, 1�• �-� y O� r'~ �v' l •%1�6%Q HWL 921.43 Jt- . , f f j,. F /'"'1 � � - 958.3 GARAGE FLOOR ELEVATION RETAINING WALL 9-23-16 TEMP. CDS RELOCATION I ; , rn 26 02699 a2 T-zs7o Igo rr .>- t" !J NousE TYPE 10-10-16 UTILITY REVISIONS 5 2700 - 5 WET• 6 �- + �-* 4 1 ■ • PROPOSED CATCH BASINS ' \ t LOWEST FLOOR ELEVATION 10-25-16 FORCEMAIN UPDATE v 2 ` ♦4►� i - Asa__ 1 > gsa.3 PROPOSED STORM SEWER O ,.„--^ -.ly n a I ""--- 7,. •-may �\ \ \ I ; 18�� \ �'-NA 957. REAR ELEVAnoN — — — — — — 10-31-16 STORM 12" TO 15" REVS -' -' O• o ' S `� \ i\ ` rn rrn Bs < OUT T F- ; -1 ,' 2 - -''� ',� \ PROPOSED EASEMENT 12-7-1 5 TH 101 TRAIL INSTALL NOTES rJx .,,,.-•, p - / �X \ `� I tr j I� 9 �68 26P8 F __ V* G / k j • • 2672 - �a - 2669- / `y,� - - __' '- '............ .. R _ _._. PROPERTY LINE �t _ - ED __'_'_ // -- t 1 FJl3s4 y t \` \\ 7 9 EXISTING CONTOUR 6-13-17 T/HT101HWALL EI BID T 3 R IB2 ��.-, y \ ;, ♦ I 'Ct2'' L919.0 %• '• -,267a} x', > ` 01 ' > �_�. ♦ }i SETBACK LINE 0 ` ��- z3e "N `� - ( '�9 `,_ /\�2669= 1. 2675 �.:r�. �� } 789 PROPOSED CONTOUR - - \- \ 6 16 17 UFT STATION PAD AREA REVS ln , 27T \\ Q t , ♦ - - Q! 7 r -z890> ' - 0.2598,% 1 J� %JO 2681 X682 I,� l ;. 4� LOT LINE 9 t' - `. ' \ �:/ , '� �., % 62' 7 14 17 UFi STATION --EC TRANS REV 30k \\\\ 9\g. 1; -,. NL -- u+ �� \ — I r r-ze9776_ t \/ tri I ) px \ x62.44 E9 PROPOSED SPOT ELEVATION _ — — _ RIGHT-OF-WAY ------ --- — - t TEAM DATA �� 1, ' , 26 �27s6-E. ;' `\ � >' l \ PROJECT T -/ \� / 9 r r "\ \ i \ TW XXX TOP OF WALL ELEVATION ~` _ _2e� , 671i• TREE PROTECTION LIMITS 2696r / \,i 0. 1 i t 'x BW XXX DESIGNED: MPR 9 \ >. � � � t !' BOTTOM OF WALL ELEVATION ". > g' / `/ l r 3�26a / r ��^^ ((�� t I j' l rti Ywim w EXISTING VEGETATION LIMITS DRAWN: ELL x = zzza=� h22 s ` - �> - = I I _..a6s's4- l.K 1 J I %r r �Z44% DIRECTION OF DRAINAGE W ., .2175 `er o •2 ' /� r g' Jr r. I r r WETLAND BUFFER - y / (/� • 2232. .�.....-_- - � � �_ � '. '' J17 - %" / ��._ _ j .f .r / i 2679--%' ♦ �- 2680 � r' 1 ✓ J .. ..-._.w.k . 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F / N N +� ' '' "' HOMES & REMODELINGS { � � !i , ; t ( i ,\ ,t \ r, t } r r \ ♦ \ r \ I � <ror i ; M' .r \ 1 \4 m 0 % t I e 1 92t`5.7 ! / 1 ttr r7 /t ti! } !It / !1{1 ji f/ /t1 � � 1! )i !lf!�tl/ rt!t! i r;I1 �tr I! }; / i ! r �r r } I rlt + t ! !f;1i l t I �I �\ \\��i.k,l\.`````�i•i\''\�1`\tV!titii`i`„yta` �♦\^.r l `\\ ^` \`j`.I`'\ t i`t '\ \♦�it .t\�iv\ ♦ v\ i :s v�v \ �`A�i\,,v. ��\\l\ '\ . ` ,� `tt\♦� - ` `♦\♦`� ♦.�u"�'iN1., • / LV .Ntf r i li i \ii I m /I / ;��a, __ r t --t+ ! 0;0 -�.,_tt .�ti ` i t\ t +` � -�.t ♦ ♦ ._.__1 cr..., : _s x rxr \`{ '�l,`,4c� ._� `! \f}r \1/--2225�i \ %I ♦ t\,;i l T P.hN•� t fi '� 1� o - ..t ,/{ A } �� //a'i1 .`"t'% }rt•fiJr 1ts! \ t\7 Jt ! f !t r7t ' !•1 \1 ' PiI {1! str 1 t \• 1000 BOONE AVE N, SUI TE 40 0 Z GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 � FAX: 763-432-4501 0 25 50 100 � \ m mO -2i l 2226 SCALE IN FEET 20.'7"Fhp ; \I - .� �'�',i ltri / 11; ' J 1r 11 Jr 'l �!1 i1 r rt t 1l( r !f + I1 ! i / a 54�i♦`1•t•,`\C\t\ `\ ♦ ♦i '~ ._ ,y/ , ,t ^•"�, ♦ ♦♦r, ..♦ \ r♦ .\, 7.�J\.2 i • l / \ t \s\ .t '\\ ' \ ,i i0`0x ; �\6 X \`♦ ``.\\ °\ .,,y'` ` r 2484 - It r/ t W - 24e5- 1 ` ! t tJ l r t/ t t� `tit e (avl?s' l a \ °♦ - ' / ,' r \ ♦ . t . , i y -:1� , r ', ,• i. Oy Orfl III;� t,. ALLIANT ; \ ♦ ♦ \ l `, �° \ `^ ~ ` ` '�\ ` .\ +, '� '`� V \ '\ , rQ!!` O / CU v i� € E N G I N E E R I N G / \ \� t `,�, t \ ?. / � 911.5 r 876\_. � \ .� o � -9.: ,� \ -- C � \ � / J7 v Y \ v •v v ♦ `\,. �' ._ _ \ t' 1 ♦ \ i `� �t O ? � 1 �! r O m i r r tv ' . ;: ;`i.� ,�..� / } , \ t'\� 1 1 �,, - � ,, � , ''\ '8 ' ,�rt1� '' ' �. D v 233 Park Ave S Ste 300 f� if i ( l , ♦ ♦ \\ , 1 ! t l 'i/y ..•G' -1•' ♦\ \ ♦ � t uum i m �� \ e\ / _- ` 1 / L I' ♦ / - r r v ;U p r I� ` \/ . _ >. — — r- ` ✓ \ e tk c` n z ,_ r Minneapolis, MN 55415 t ` ; / o` _ �/ �' 612.758.3080 MAIN - c _ - - - > ai ♦ X i t \ n 612.758.3099 FAX X , t. \ •. A or . _" i t 7 t A c ♦ t9 � /�V to � f V � f ' n A �. .. -o>" ,;, _.. .... t .. A N } ' r "' v i _ _y 'r 'i ♦ � t a ;'""y.. A . f A �i_ www.alliant-inc.com ♦ FOREBAY A . l\ G , L 4 rn t\ /�' '! • '/ r ♦„..•” t r err M O 1 F•+ r r/ t i n � \ ,` J and Com, I! / l C rT 1 C♦ `� m t - V O A s v / 1}\V V s 4 \ I ,' �1 Z .rh - ♦ ``, 11 - .r t ! !�. \ j r r i\ ` 3' ROCK WEEPER. rr `t cm° ! 0 O D - r--, Z �..,,. .. a1a� i 907 / `.!1 � �Q7.2, I .3 9 3. � iV \ � / � t •� v ?C � i � r 1 r r� A r r / - ---' I1 PROTECT INFILTRATION AREA. (1 \ \ \ X / 1. `•% n tp � l 1 � f f \ I 1 r I >` t - !tit t SEE GRADING, EROSION W / CONTROL PLAN AND 1 INFILTRATION BASIN PLAN m ~. o m> '•. i it 1 1 I + 9' s ' , �r ' 4t SHEETS FOR ADDITIONAL NOTES. r ! / - .\ x O N '• I � i ) \ .5 N I l \ / t'~ \ rJ .i, \ � 1r> � T ice! 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',� �t �t , / , r/t\/ Ir ��. :8� P� 1, t.. yt t t \.. ♦ / O U7 Q O �YR� _ \ i ♦ ♦ vL 1 1"ti n-2� �a ` 9 / -� t �`1,...,;ti i 'r 4 � U V V ty N. ^.\, ♦ , / yI\r\ ♦ \ \ / , � /t 2% ry 1 '\ ( t \ �� t L, / ✓✓ 'r t ♦ t � J - / J i •j ♦,\ _ � I �\m \♦ ♦ ♦ � ` `• \ , X t � ' i. }, \ ' is i TI .t "xi ( R 1 � -_ �": ,_ � .• ,y0 f a -' �i,? \ ' �' . ,. \ \ I�`, `,I 7 \ \` ;� �, ♦ \ \ t r• ' n \ r 9 �9 r� � .-�f `- m �n„ '�'N• \ \ 6l� A i a F \ a� i t^' , N, . .,,N • / ./ _ , '� y,C . . ; N \\ \N ♦ I'` I \ ♦'1 gb \ i \/ L i '6 `'V� \ / t ' } �N.. !I i _ S S' \ ' l lb �f-f740� \ . \ ! .r.- a .. '7 tr i ♦ `1 \ i i `♦ \ / ` ♦ ` / tt \ ,C /` / \ , l \ t j �! t } 1 i h ` O , r t r\ r L �"- �> - - - ♦ i;.. \ I \ ` /�.. �♦ . ♦ ` \ \ \ I �` ,); J•9 t \ /-268 1 912�iOQ I hereby certify that this plan, ------...-. l/f .. /�--- - specification, or report was ♦ d l 9 / P P ♦ 0 o tr I i l A ' ' r/ \t 0� \ I ``; F`\ . I `�, `\ 7 4 Ra, °az i / `: ` m bti ` t S 20 \ @ prepared by me or under my m r ! 7 1 8 t ` Q ♦ \ + o , / / t / / 8r / * ' /.., t `\ , N l=.- -'�'- �- � L i -`! f_�' . � rYr� `� � �`-•-'cam �`l 1 / 'r i t.�ro' m. .\ r t r r l ! i;rt. direct supervision and that I l I l r! /I r' 9 1 ' _ „-- ♦ 's \ 2s9a ' t. Y / / .91 t\ .._ _ ._ _._ _ -- - -- � • m / / t 17 � •1r §.. ` � a . ♦ •. ♦ -'�. ' _ - / J fO N 20 r rt P - i?t \ am a duly Licensed PROFESSIONAL ENGINEER 28 '`\ \ �, \ \ �' ie-� \ _ 3 27Qs �I M! Vis/ irJ x t ,� the laws of theStateofunder ,F\ '-; N \\� `i to �- -- ~\t I O\ ' i < tlap J !j t , t MINNESOTA +i-862 �i ,� ' N,/ \ �. ._ -i `` \ l "'. `., N r i �`♦ \ w �`� i m, ° n \ ♦ i, { r 61 t �� ' r !i S \ , -O !1 // ! r.. /. +, n �' } ` ` \ `\ \ `n \ ♦ `♦ ♦♦ 1 1 ' t. —!— 4 '\ n ♦ jY r it t V TTI ` A \N 1\ \ \\ p tt t pL Q ' // �r � r' / - g � `•.., � � . b\ � „ O `,��`1 ♦ ♦\ \ \ 1, ♦ i t I � 7 r"-.-. \-t' � � ¢ f } \ i9 !r/, 1111YYf 1 .{ ! r 4* / i / •.. �. \ +�. R• J' �t a t t 1 1- I 1 1! '` 4 s's i°"-" CP.\ r / t' ! ! / / r \ ""-_. ym - 4." `\ L n `b `r j i } t \t Se t , I I �11 `t \ m;` t o r r ( w.' t \ MARK RAUSCH, PE C i F / /• / �I i _ -^,.9•-,., N �N`�'`, `\ n ♦ `',R ♦`� [ \..Y 1 I 1 t 1\-/. h rt \i t 1 I 1, ' r 2�> �} I�J' n O '7 >�+t ' !fr d7A t\jt it r / / -• -. '�_w `'� '. ♦ N ` 'Fi I t ? '1 � It t t i 't ty�, � 1 ~ t 7-14-17 43480 �S, �` i `♦ '. f OI 1 , Q I' ' m . , / O ,t - t J ! 1 //! ! t tt .��/. / z 4y .2646. �` rl °\ ., 'r i. rJt r' tt t, f 1 't ,1t�i 1 `?,\rIll i .N rj ""i r r f \,+ 8 Date License No. - I /Lr)/__'..__f -f rt I rl /, �f ! ! } `" 'w. mN ,\ ♦ � i t i co(J• J! i. 1 1 1 ! i ♦ ' `.`i , , .` .n ! ,+` I / y� r / r77 ! l ' 'Ir ! t ^6t'/ 0 a �'` ~. ` •`♦ \ \ 1 t N r N I I 4 i �` ! ,t t /^' t `, I � , `\ m ♦ ,� l' t ? t r -... , '/r ~~ m ; ^`.i"".--�.\ ♦ + t t i S 1 1 f 1 \#"\ j.-275' \ 1 t t / \ a t J1'' n t 4 1; ti t _� 9 c� \. ' 1 I rr ! 1 % J / i t j I !n iA? / c. ♦ WL ;. �. to t / 1 h I ! I / rr .. �t �J N 1 I t �`vv / k�I r QUALITY ASSURANCE/CONTROL t7 !1 i 1 J j nN `VA 9 `:/ t t n iY '1 ' 1• � \ r1 f m ! ♦ t v� v , t ms t I t9 \ �1 /i-- f.- i 1 t J t ! % ! l a'N i i'♦ �\ 1 `m\Li 'V t\ .-rel J 2676-i n' m�AA) ^i 2838-♦ i i t , 1 } } i yo."` I z f _ _1 r \ �'�' . "�r.,�r c°%. ��of�"•.pt } -, . - t9 ( i BY DATE ,�r�.W633 ..•.` \ I '�^• \\`\. x t ` N \t t `�'` 2788 ti t 'i 1 1 ! t 4 , u, t i ! Jlb,.i ♦ . -26� \GRADING �'EGtNU' O N '� � m, \ : i�,N \ , ♦ \\i r , 1 } \ \ , t , J f DATE ISSUE N 2 25 , .i \ t \ (� \ }i rt i n \ \ �(� + ��j t. / 1 8-29-16 CITY COMMENTS .. ` \.\t o`Yt t , t N t l I i \,� n 1 tT \_ 1 N v i \ 1\/'l\\+r t : \, "jj" iC S..__ \ 9-23-16 TEMP. CDS RELOCATION 9593—� RETAINING WALL O C �+ O' �,., .. \ �\ , t i ; \♦ ,r lrr r\ i,t 15 4` " '� tl X671 I +p a♦`.�__ -':; i t t l > }t. \ Vit. N GARAGE FLOOR ELEVATION C '. m i \ t I 1 i , ♦ c- t 1 g 10-10-16 UTILITY REVISIONS N HOUSE TYPE m e PROPOSED CATCH BASINS O `� ' r m n + i N♦ ,�,` t 6 4 i 1t 1 r ' t` \:�i1//��,, i 1 1, , i \{ ! s 8 C m N o \ 't ! v� j`�� I i%i`/ t^ 10-25-16 FORCEMAIN UPDATE O 950.3 LOWEST FLOOR ELEVATION > > PROPOSED STORM SEWER 2840- '� � moi. '� N \ t' 1' ` t ? ' s \r ' , ' t\ �' ,rte `\ �L_ r\°► \ ; ' ! 12644- ' - � ' � !.� '� t 78 0.c� t\ :, ♦ r O "2 t , t t \ t t t \ '} ` 27e7tt� %� t \ s S; `,: r • 10-31-16 STORM 12 TO 15" REVS O m Om \' \ ` t ' i O t �\� ` , / ,24'_ _ > ` ,\ 1 12-7-16 TH 101 TRAIL INSTALL NOTES Ls57. REAR ELEVATION - - PROPOSED EASEMENT z ,,Q n t i '`` Nt 1 r , } , t , , t t 1 N , 4 r •• \ r ('� ` `• `�\.' ' r N m , \\ ` 1 1 \ 1 S F\ 1 4, 1 o\ • t .` \ , t m \ �l/--4 /� `•' \ X26 26 7� , X' \ . Q ♦ `\ / PROPERTY LINE t\: tU \ o \ , m ♦ r e r jii j x Q1 \ ` t9 ` •tp a 4-11-17 WATERSHED REV -WET 3 4 IB2 - - EXISTING CONTOUR N t , Z �-" t 11 m N t 1 N (I�j,••' L , m i al . 1 % r'n `' \ \\ t1 l 1 } ? l \} � } t VJ N '1 l \ Ni \ \, l'' \ N rr; 2a . ta• f ., `\.(\ SETBACK LINE \ ♦ t y <a r' 6-13-17 TH 101 WALL 1 BID o _789—PROPOSED CONTOUR — a �` -' t \ 4v lJ g I �\ °) z68o- r i '(51 ►b LOT LINE qa tt tin \ \ it m\ ■ y, w A l 1 % • bar i` , " 6-16-17 UFT STATION PAD AREA REVS x62.44 y96ti PROPOSED SPOT ELEVATION i o A v \t* 1'; ` \ t \ ♦ \ 2sss�(Jy U-) - - RIGHT-OF-WAY t .9 In 7-14-17 LIFT STATION ELEC TRANS REV m \ t i \ I 1 t t ; \' i ♦ \r NTIN XXX y \ro'\ \, ? 11 t1I' \ `♦ \ ;N Tr6 I Nm/R� \ PROJECT TEAM DATA TOP OF WALL ELEVATION TREE PROTECTION LIMITS w DESIGNED: MPR BW XXX BOTTOM OF WALL ELEVATION DRAWN: ELL EXISTING VEGETATION LIMITS o } QXa3 ❑ 0 1 1�QQ% DIRECTION OF DRAINAGE "tr IImo ■_ } A �'-N- n _ "` r� `tp ,4 ♦ v PROJECT N0: 215-0119WETLAND BUFFER rN W WALK OUTmO EMERGENCY OVERFLOW ROUTING TURF REINFORCEMENT MAT m N l% 2 (LANDLOC 450 OR O 2084 EXISTING TREE TO REMAIN APPROVED EQUAL) 12 J652- 0 52- O WETLAND BUFFER MONUMENT 'tL ar vvW SHEET 12 of 48 RESIDENTIAL WETLAND BUFFER MONUMENT 6, INFILTRATION BASIN 1 2J6/ / i101 0/11 ' 2101 210:. O Ov n r 2117 '- „-.� ,:� 4vv` r� _.---A r- 2loa, •�-' w 41/ r-213541 rr,,.-u'.l . .. `2113 N ,�• PROTECT INFILTRATION AREA. r' O P V SEE EROSION CONTROL PLAN _ 2134 l /�- � yr'" FOR ADDITIONAL NOTES dy' BASIN EMERGENCY OVERFLOW O 2121'' 1 REINFORCE WITH 680 SF OF TURF REINFORCEMENT MAT ELIDE WETLAND 5Y y a e9 NFILTRATION/ 2136 (SEE DETAIL) A / U O % BASIN 1 a� '----` -� / TTOM`E 94.0 = TOPf=f-= 95.80' 0 2133 _ _ ♦ H 898.50 1 , \ j � O z1[o • ------ �' �� DRAIN TILE TO BE UTILIZED ,% '=i._- f UNTIL VEGETATION IS ESTABLISHED, �r ` THEN PLUG DRAIN TILE AT OCS. _._. (SEE SHEET 44 FOR DETAIL) % 0C 0+00 1+00 INFILTRATION BASIN NOTES: I. REFER TO MASS GRADING NOTES IN REGARDS TO PROTECTING BASIN DURING GRADING 2. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 3. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND OR FOREBAYS UNTIL INFILTRATION BASIN IS COMPLETELY GRADED AND PLANTED. 4. BASIN GRADING SHALL BE DONE IN PHASES. INITIAL GRADING OF THE BASIN SHOULD ESTABLISH ROUGH ELEVATIONS APPROXIMATELY 1-2' ABOVE PROPOSED FINISHED GRADE. THE MEAS IMMEDIATELY UP -GRADIENT SHALL BE FINISHED GRADED AND STABILIZED. THE BASIN CAN THEN BE COMPLETED TO FINISH GRADE AND PERMANENTLY VEGETATED. TO ENHANCE INFILTRATION INCORPORATE A MINIMUM OF ONE FOOT OF AMENDED SOIL' SECTION AS SHOWN ON THIS SHEET. 5. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 6. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH NRF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 7. IF COMPACTION OCCURS AT THE BASE OF THE BASINS, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36'. IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO -TILLING. II y 0 10 20 40 SCALE IN FEET 1 WATER INFIIL`L I II' -#1,1 � PROTECT INFILTRATION AREA. SEE EROSION CONTROL PLAN FOR ADDITIONAL NOTES.t I d 2515 I , �e DRAIN TILE TO BE UTILIZED •� UNTIL VEGETATION IS ESTABLISHED, THEN PLUG DRAIN TILE AT OCS. (SEE SHEET 44 FOR DETAIL)_ •n Me :•m Me /2"-2" ROCK X1:2 SLOPE ROCK WEEPER PROFILE VIEW �IS�ZE INFILTRATION BASIN BOTTOM �— GEOTEXTILE FABRIC LINER TYPE IV ALONG NOTES: BOTTOM OF RIPRAP 1. SEE MNDOT SPECS 2573, 3601, 3733 & 3889 2. CLASS I-IV RIPRAP (SPEC. 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC 3733) ROCK WEEPER (NTS): \ PI J 4�) I SECTION C -C _—FINISH GRADE - (3:1 --MAX) SEDIM 3' ROCK WEEP DRAIN TILE 1+00 0 G 0 Cn BY DATE _---- _ _ 900 GONYEA HOMES & REMODELINGS _� < 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ^,e`r ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx ! www.alliant-inc.com EXISTING GROUND FOREBAY� N i CONTROL TRM F- FLOW DIRECTION (LANDLOK 450 OR VARIES' APPROVED EQUAL) - I�� OUTLET INFILTRATION CHANNEL BASIN SECTION A—A WETLAND FLOW DIRECTION A ` A SEE GRADING PLAN 20' B SECTION B—B PLAN VIEW INFILTRATION BASIN EMERGENCY OUTLET SECTION (NTS) MARK RAUSCH, PE 7-14-17 43480 888 Cn BY DATE _---- _ _ 900 ~ Z 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12- TO 15- REVS 12-7-16 TH 101 TRAIL INSTALL NOTES LU 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV Ln V L Lf) Z / mN Z m 896 Nw ? z Z _ g v O o M Z w cc O U Z J OZ O U _ O LL LL rn U U Z 892 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 MINNESOTAAI& A CONTROL TRM F- FLOW DIRECTION (LANDLOK 450 OR VARIES' APPROVED EQUAL) - I�� OUTLET INFILTRATION CHANNEL BASIN SECTION A—A WETLAND FLOW DIRECTION A ` A SEE GRADING PLAN 20' B SECTION B—B PLAN VIEW INFILTRATION BASIN EMERGENCY OUTLET SECTION (NTS) MARK RAUSCH, PE 7-14-17 43480 888 QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12- TO 15- REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 $ 182 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 13 SHEET 13 of 48 INFILTRATION BASIN 3 2042 411/ \\\ \\\r ``\ 1\ 0,r \\� r �` \�) /r r r • r" r it 0 /.. 16 �2b3 \\\\ \\\\` r `" „,__ 2016._x/ 4111 BASIN EMERGENCY OVERFLOW REINFORCE WITH 420 SF OF TURF,-" REINFORCEMENT MAT (SEE OUTLET DETAIL) ~�'�ti6 •.`� _ 1I 20171 J� 0-1 ^� "" =-2019- .._'""'.• �i _ - - 2025 - `..- 1� i / - r �0 - - --- _.- 7- 3+00 3+00 ( f f t ' / f J 1 1 r o CONTROL TRM FLOW DIRECTION B LANDLOK 450 OR _ VARIES' RIES APPROVED EQUAL) INFILTRATION CHANNEL BASIN SECTION A—A WETLAND FLOW DIRECTION A SEE GRADING PLAN 20' B SECTION B -13U PLAN VIEW INFILTRATION BASIN EMERGENCY OUTLET SECTION (NTS) N pti I t Ii t II I `i 0 10 20 40 ii t SCALE IN FEET { '.I f' DRAIN TILE TO BE UTILIZED UNTIL VEGETATION IS ESTABLISHED, THEN PLUG DRAIN TILE AT OCS. (SEE SHEET 44 FOR DETAIL) INFILTRATION BASIN NOTES: 1. REFER TO MASS GRADING NOTES IN REGARDS TO PROTECTING BASIN DURING GRADING 2. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 3. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND OR FOREBAYS UNTIL INFILTRATION BASIN IS COMPLETELY GRADED AND PLANTED. 4. BASIN GRADING SHALL BE DONE IN PHASES. INITIAL GRADING OF THE BASIN SHOULD ESTABLISH ROUGH ELEVATIONS APPROXIMATELY 1-2' ABOVE PROPOSED FINISHED GRADE. THE AREAS IMMEDIATELY UP -GRADIENT SHALL BE FINISHED GRADED AND STABILIZED. THE BASIN CAN THEN BE COMPLETED TO FINISH GRADE AND PERMANENTLY VEGETATED. TO ENHANCE INFILTRATION INCORPORATE A MINIMUM OF ONE FOOT OF AMENDED SOIL" SECTION AS SHOWN ON THIS SHEET. 5. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 6. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, UGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 7. IF COMPACTION OCCURS AT THE BASE OF THE BASINS, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO-TILUNG. 0+00 1+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 11 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Date License No. Cl) ASSURANCE/CONTROL BY DATE I— ISSUE B-29-16 CITY COMMENTS Z TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS W FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 M 6-13-17 TH 101 WALL 1 BID 6-16-17 `oU L0 7-14-17 Z PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 O M Z zZO Z V O G OL Z � LLJ O �= N J Z oz LL LO �� U Z 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 A 1 v v! 11__� � MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE B-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 14 SHEET 14 of 48 WIIHIN 1 MILE) WETLAND 3 NOTE TO CONTRACTOR: THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND THE CITY. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: FOXWOOD, LLC GONYEA HOMES & REMODELING 1000 BOONE AVENUE NORTH, SUITE 400 GOLDEN VALLEY, MN 55427 CONTACT: BILL COFFMAN PH: 763-432-4500 EM: billcoffman®cbburnet.com CONSTRUCTION SEQUENCING: va. Q MASS GRADING PHASE: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. f / 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. r" 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPs ON THE SITE. i 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPS. It 7. DECOMPACT PERVIOUS AREA SOILS THROUGH SOIL AMENDMENT OR DEEP RIPPING TO AN 18" DEPTH. i 8. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 9. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. ROCK WEEPER k , STREET & UTILITY PHASE: 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL POST STREET AND UTILITY SILT FENCE. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 20.5 AC SILT FENCE 8,929 LF INLET PROTECTION 45 EA BI OROLL EROSION CONTROL BLANKET SEED/SOD POST GRADING AREA 6" TOPSOIL RESPREAD AREA NOTE: TBD W/ FINAL PLANS 4,457 SY 20.5 AC (INC. TEMP. AND PERMANENT AREA) 13,955 CF t 1. SEE SHEET 17 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. 2. ALL DISTURBED AREAS NOT LOCATED IN PAVEMENT OR TREATMENT AREAS SHALL BE DECOMPACTED AND LOOSENED TO A MINIMUM DEPTH OF 18 INCHES. 3. PER THE RPBCWD RULES, INSPECTION RATE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EVERY DAY WHERE WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND DISTURBING ACTIVITY HAS CEASED AND VEGETATIVE COVER HAS BEEN ESTABLISHED MEETING FINAL STABILIZATION CRITERIA. 3886) �. WIMCO (MnDO,T TYPE A & C) INFRASAFE,-STORM DRAIN/CULVERT SILT_ SACK (MnDOT TYPE A) 44, DANDY BAG (MnDOT TYPE B) I 1 J I , 1 z 1a r ;rte co -„ rn ANTI -TRACKING CONTROL 1. 2" CRUSHED CLEAR ROCK (LAND DEVELOPMENT) TEMPORARY SEED MIX 1. MnDOT-100 (OATS 20-120 DAY STABILIZATION) 2. MnDOT-150 (1-2 YEAR STABILIZATION) PERMANENT SEED MIX/STABILIZATION 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD STABILIZATION BMP'S 1. STRAW/HAY MnDOT TYPE 1 MULCH 2. EROSION CONTROL BLANKET MnDOT CAT. 3 3. HYDROMULCH MnDOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORTH AMERICAN GREEN OR EQUAL-MNDOT CAT 6 GRADING ACTIVITY 1. CONCRETE WASHOUT IS DONE BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com ACTIVE SWPPP SCHEDULE 1 1 � \, ,`. ',11`\\pit / 4 11 ♦ i`\\i \ CONSTRUCTION 55Q 'tJCE \pP[i \` '\ \PoIAI� ', JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR 00/� li MULCH BER� H 0 W F- �` Z M U W In FlBER ROLLS / MUL61 SO 0 J I- O] U) Z W ' ^ V' ZZ Lil O p Q� U a 0 ^ Z W = Z 0 �V) SILT FENCE N O z Z 0 O � a 0 oC LL a0 0 W I hereby certify that this plan, specification,- or report was prepared by me or under my direct supervision TEMPORARY MULCH OVER I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA , TEMPORARY HYDRWULCH `.,(ROSION CbNTROL BCANKF1 ` ,.ROCK'ORLWWAY /,JROCk PADS -- ,'INLET �tROTEL"Tl(SN DEVICES PA QA6S) -' - - 878._ SOQ-- ---- 816'- - , L i 1 ii.fii t 1 i MOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES ;r+ GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE B-29-16 CITY COMMENTS 9-23-16 ITEMP. CDS RELOCATION 10-10-16 IUTILITY REVISIONS 0-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 15 SHEET 15 of 48 Z Q J IL 00/� li H 0 W F- �` Z M U W In Ln 0 J I- O] U) Z W ' ^ V' ZZ Lil O p Q� U a 0 ^ Z W = Z 0 �V) N O z Z 0 O � a 0 oC LL a0 0 W 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 MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE B-29-16 CITY COMMENTS 9-23-16 ITEMP. CDS RELOCATION 10-10-16 IUTILITY REVISIONS 0-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 15 SHEET 15 of 48 I , i � ' -I_ -- a ;?of ��NY ��PEN TkENCH WQRK1Y , ' ' p� ', , i i I 1 '`4 + WITHIN--MNDOT ROW FOR�UAN.D P1t`t y i 411 - II 7 I FOkCEMAIN INSTALLATION i �' ` ; - ( �� ` i! • • a fr ! m> t @R r r 1 ! SHALL USE APPROVED RAPID if STABILIZATION METHQDS. GONYEA <: t I I I i i i!' `' ---;> h HOMES & REMODELINGS d / \ / '' -x j % I 7335 1' rt i I 1 i i a I° ; i - + I ! I: i 1000 BOONE AVE N, SUITE 400 s i� i END 2ND { ' al Q GOLDEN VALLEY, MN 55427 ROW /S.F._a 0 I ;� OFFICE: 763-432-4500 0 25 50 100 2 ROWS OF SILT NCE ALONG i zos6 - cocc weT�uo I / r �� I FAX: 763-432-4501 / '� ' i e-71� DND e t i� I` PROTECT INFILTRATION AREA, /N- w / '2055 1 -2053 r r a WETLAND _�_ �+ -` t- WEhAAo f I ! DURING MASS GRADING. ; l A$IN ` \ / ''�`' /�. ":" 1 5A PER K•,/4tt7JUG ENV.SERV. 00 i tj ! i 1' ! r } r x' � �+ 10 / �4y ELEVATIONS SHALL BE, LEFT SCALE IN FEET h / x !r^ 7 Yl 209zn57 4 2046 - 1l 20(2. ' }` GRADING -2' HIGH AFTER INITIAL J 2dsa Xf' / � t f J._02.46z `. k \ 30 1 2013 /BASIN EMERGENCY TO PREVENT CLOGGING a i- 2001, , ° "r 1 I OF NATIVE SOILS' VIA. - - o a" 2o-afi 2014 `i H 41'v- SFE(SFORC j : SEDIMENTATION. FINISHED 2 10YERFLOW! i GRADING 'OF BASIN TO PLAN a� x/TURF !REINFORCEMENT t f - ELEVATION CAN BE COMPLETED ,357 - _��, 20!5-� I L L I A N T v / - z _ y'i� ♦ 1 .- , �1 MAT t�S�E DETAIL)' -- s � ONCE IMMEDIATE UP-GRADI 'NT t ^a /. Jrr .,`_+1468. C..- _ .,{•'S.JXf'7, �\( r f t '. /•'.- �-... i ENGINE ER ING �c I i ,•- p /- ri r' � 1 � r(; �i'- 20bj\ ♦,1, �. '� r - - t �• l� Ili l; o ), AREAS ARE STABILIZED? EE a zo# ` ♦' : ^ &C`'-" / t f v T /. EROSION CONTROL! NOS d bz9 •t 9 �.,,\ 4 , a I // o ` \ ,1L 4 WI• / !r r r % - t' 1E - ,.ro f SH Et. , r Ar ° _ ` ' ` ♦ \ s r ` 233 Park Ave S Ste 300 14 �- f / ;*.T"FENC€ (TYP) j /r 'A / ' ii \ ( \ i i Minneapolis, MN 55415 C ♦ . _._,i I ; ` J ` \ ; •� `• \ /� g ♦ * *Y �-`�� ! • _' MN NF ATIO EED h41} 612 758 3080 MAIN 4 \ . (.1'1920 2Q71 I ` - - 4 `- n ♦ ?� , `J ♦ - t t.♦; • 1 ° ' a Q ISEET LANDSCAPE PLAPJ ' � •,, 8933, _' 0 612.758.3099 FAx -yam Y , r • .. z01e i IDI , a 072: ��_, o f ,y�@.i - ,; \ . ' 4 5 --\ �. �/ , ' �, l � _ __Q - , � -' I ,, �`, !, �1 www.alliant-inc.com /4 . 41 \ I-.......,. `~i 1® .. ,{ .6 `s , I! I• t .�.L: 4 ' It 2073--�� 7 WETLAND 1 duTLOT A >29 �/ /I tEM� SED BASIN,-- �s �T r j I i r._ 112074 \iY' 1 ie / i 1 Wy PERF. RISFk a Q ! I.. -\ X / + 1 } i I + t CAS NEEDtrJ) INFILT,RAT N BASIN 3 / / 10207 / ; I t� t r. ,. V -" ` - BOTTOM L 903.00 k ) / k TOP EL 903.24 r.-'�9�`� Ao /g 0' HWL 7.36 i a PROTECT INFILTRATION AREA DURING PER K/OLHAUG ENV. 5 RV. Go f, ' � -� ci h t - ; \0oi �,' \' ; EROSION CONTROL ' WETLAND J / r 2079 tt : t - I �, 1 \ I , r MASS GRADING. BASIN ELEVATIONS I- ;BLANKET (TYP) I 1 Z r r 3 INLET PROT CTION DISCHARGE POINT TO BLUFF SHALL BE LEFT 1-2' HIGH AFTER a I a INITIAL GRADING TO PREVENT CLOGGING I I CREEK VIA WETLAND OF NATIVE SOILS VIA SEDIMENTATION. V1 ! 20 g93 (TYP) _v i di� r 7r i POST CONSTRUCTION I N tw IL =� - I t' ' ' i 11 i 'i! SLIT-FENCE (TYP) FOREBAY l` PROPOSED 3' WIDE ROCU WEEP5R -. - (BLUFF CREEK IS AN IMPAIRED WATERS FINISHED GRADING OF BASIN TO PLAN J tir zoss 2062 " 7� ty _ _ TO RESTRICT WATER INTO 1 1 + ELEVATION CAN BE COMPLETED ONCE a I ' INFILTRATION BASIN UNTIL 1 1 1' WITHIN 1 MILE) IMMEDIATE UP-GRADIENT AREAS ARE 'y!; '-� 20�a6e6 20 5q6 _ �r 11 v , r t. --♦ Lr ! O I 1 VEGETATION IS ESTABLISHED" i i STABILIZED. SEE EROSION CONTROL__ . -- + 1 i t °cc NOTES SHEET. /' /'' tilt 2 ROWS OF SILT` �c '" '`� 2 rr a // y,� � - r �♦ � ,- r'r T`- ._=� �-. j -1. _s l 4 - r I rd I ': Z MNDOT INFILTRATION SEED FENCE ALONG _ V MIX. S E LANDSCAPE -PLAN. WETLAND . s�; f " i \ bti I I L - 1 t- ` i L - - - J > TEMPORARY R ENI i Z a /r E- r� r I _ _ II r TEMPORARY ROCKL t W PROTEC F DURING GRADING ` -� !• �\ -- TEMPORARY SEDIMENT, BAST t ' ` r ~ / 1' AREA (AS NECESSARY) \Y- - ° �. -\@I i NHASSEM. DETAIL) Z at \ _ R H -909 (PER LU A Ln PROPOSED 3' WIDE/ROCK WEEPER - \ �- q DG qp €' ! Ln V ` GL RI I O A_tR INTO �� / / _. i / / �r _ 4 m '. j D i _9b-_ i .. _ jam_..•.! -. ! 1 _ 1 I 1i 1 t' oa ' I r.i I Q INFILTRATION BASIN UNTIL- ?. ,_. I _ t TO I i d ?/� ... _. N'., .241!' ✓`• VEGETATION ,r / ^_ _ / ' ,.� / - �� 1 i -+� '� t - a v7 ' { i I i m Cn / VEGE A NIS ESTABLISHED. -'` _ Z V/ `°' 2144(-2135 .rr. 1p c; ,-. - .� �/ \ v.... 'l % a ~�__ f --J- / �ti tj ' N - ! r'�/' <� / r i' ,' i r l t ( `� i �� T.-L- - i �ar It LLJ W WE7LAN0 / i 2142 `..:_. 1 - ..t .� :,, 'r. _ ,'- / I i _ C' _.. F ' l PER K✓OLWE7L ENKSER✓. CO -" 7/ ?/ r 2134 / r .•♦•'.^ > ,'" - ' t 1 t t Z O ` QV^ : _ r EROSION CONTROL _ _z.�" "/� /r�� _� _ �4�' L-' �— 4 (( �! __.�_ Z Z 0 1tt. / ?f r - r-(TYP)--- _j - / / . �/ r / \" / , �_--„/ r'� 44 4 + I I ` rr541-'{-C7 Q - - 1 *� BLANKET (TYP) r. -I /• �. ! , I ; tmoi. + '4r _1 \ _ ��, '•_.'E'""rw `..____..z3 '-'> - cE w[t 8gq INFIL TlOti-�"(' �/ ,-''/ / rr r \ ,,/ /" �` IN QT' CTiQN ` I t +I i! lil !I : I/ E V l LET PR j - r"W' r.,,•. c._:... 2138 '•• ' BA I 1 - \ "'' " i /- �Jri2 rr J' ! / i 1 1r r; i l rf < / / ) - , (TYP I i ¢f! ,4 i r r l Z154� z�,-\ BOT .0 �/7 l "-lF�'�, // \ ,r \ �,t.! /.. / � i - v t` ) I t'' 19 of /t I ' I + '% 1 ( 0 1- Z D Z r " _ Y' J r, W � i 4 0_ TOPf� 95.80 i \ rX / - �r� 'e/ r >-� / ' - --- i Itt o r I r�` 1 1 r , Q Li � I I , J 21 896.50 TEMPORARY I --... 1 o f -'; t (n 0 -y - 2ND ( — 1 ` ...`: -.• - s- O 'i / _ a0 / - `Y / - + I I c�'_ •.,_-_ po ir 61/ O V) -201t�S♦E., o .' DIVERSION BERM FOR. ' I " - i t t. `` �Y/`/ p, �c ti 11 'f lLE/` Q 1 / .� / / !�� t.__. _/ l \ 1. ' V- 21tD3 21 7 '-_..___ `. -" , I I � 1 1 \ i� Cl) TEMP" ROUTING OF, / \ \� I 1 I �� i ' I I rb !� I' Ii ; \, 2 j 1 ... ..� .r .a _ . - ,- -.. ♦ \ AL3 00 J' ^..»_-.t i \ , .. / � / r r / J r � 4 ( { _ �1 Z r , I e t 4 r r r' , , ♦ tt - ♦En 't "'`^� r.. ' Y t 4 1 I --ii :I X O \.RUNOFF TO FOREBAY / �.,,...--'1�' I! 1 ti ^I i�" r tf .`"li II It O LTi Q } �, / n` s tl _iR .• ` a i 4 r T r l \ /-d��!�/ _ /\ y. { \ I l }� + /O� . iv: _r ! ice♦ Jr - - % , . 4 1 r ! / r ^ �90fi _\ v / r I � ✓ \ ( f /-/ rr / / I i , 92 t 4 r ,m ' r I p ` � O) U U W .JN. l / Y ".,4 \� ," .+•'`^ ` _ / �"-i / / I 1 r' 1 1 ., , S i f I 8 as r �,i r ti t' i/ •c / ! 1 a / 1 "zz47 4 r OR��RC(({I//Y PROPOS�kD _33`,WIDE RbCK WEEPER @I68k` 2*9 - .�� q �� y.. a". 1 f i rr° i C u. TCG. INTO fl .. _ -°r^. ,y\ \ / ' ' r°9�' q r 9`LN / t0 , tt 4 i 8 _ ' tIf @i{ - TOR STRICT WATER _ ,' " t r • -#_ Y1 t r t ' r / .RT --'- I hereby certify that this plan, specification, -, ' '9 r/ ♦ c ` `. \ Jr �6 (INFILTRATION BAS'iN UNTIL ! t 1,e P Q 6 6 r r specification, or report was 0 _ - � 1 Y r 'R it -. � / ! ... .- �.. -_ r t Ir �......1® O16 - Gtoa o- I ;f i _ 1 3 , , ! r" _._.__ - _ _ bo! s l n_I z t prepared by me or under my L - - y - 1---t��' - r - . = - _ r - VEGETATION IS, ESTABLISHED:= ` K C - " 1 C7 �p _ii rt ! I_ 4 �ti ° �+ + 172. ._ : .. s - - - ♦� \ ----._.__ r 'r- - , —i 6t l -. r+ ,,- am a duly Licensed ! .; 2248; , � 219 / � r � ,�• :-� �, � -' '_ � direct supervision and that I "Y" �c� ,4171 \ ri ^� .. "�_`�, w `'^\ - �:." a -- r a �a� I}�' `tee®-�-r�-�� -#.. �y- +a tf It- F_-...-�fl f .�, r+ \. I r. !/ �,1. v224� iI 1 t`-- r / \ /' ,r itf _„-- ___ --._.- `.....•�, 5 11 ,�: ll.. 52....._ �-26531t I -26Q �-z65s r i , z fi�-��<. _ fi -,q. - _.-- +�F- �C :: r _-❑ PROFESSIONAL ENGINEER under I tt�rr' rLVVV I t 1 r.- -.. _ t i 'h /. _ .. _ �f `,�/-' -_ - _ .:'/1, r , r _ the laws of the State of �zss3 - - 6 — ' f is t' MINNESOTA I - ""`'c`r r° 12251 , tl I 0♦ `.-_._ , "'1`" / - / /" /` , _.O / r, f i '` \ \'.• ` `\ i - r". ' _ �•r- ... . ..,.1....___ ..........-i,t !) 0 -2245 t , II ♦ ♦ r `♦ , •r M1 , ._,__ / /l 6 9'LB x, - / . � n A ii 2259 1 r \ / 9ti ' n> \ . J D I r \ ra k ��. j ` _ .�c• \ E-XISVING DRIVEWAYS+ TOB j \ � ,. ,� MARK RAUSCH, PE _ I O225z ` 1 , r / ' °° \ - ` _ �mj / _ R_EMOVEU'ONCE ROAD` A\ A D No if t t 1 ",.. t` / ! > \ \ `._: , ✓ �- T \I Ei , t, 1 S' I� •� r<qt f / 7-14-17 43480 j 1244' zzse f I r' `. _ / `i > / /, \ '/.. �� . i r _PRIVATE-DRIVE IS COMPLI h- if ntl #1 ;a f 1 r l" t I . r / / - ...e -. ._ ._. ♦ r• a r S ,t t ? r / / ,' Date License No. p ., ^" , _ 7 , ♦ -. `' , 1 1 -. F 1 I .- •- ,.- • _.. - ,.may} Yr 1! I .(� _l. ._._ ' `ice\ __ r '2, 4 ♦st.i�2664' / s �� /j !,' w; f.. ! ,f f t r F„1✓! 02243 �DN� f . `- t ♦♦ i J ..-�- _ .._. x 224 2zs6 I I 1 _ ;'r-z6asv+SIIT''FEN r 1NrsTALLED A$ NEEDED l >' k f I 1 tf 1 j,1,J 0 , j- _ _ _ QUALITY ASSURANCE/CONTROL ONTROL __ ._..___ l HIGH TEMPORAR'9;�, ,� 1 �I \ ,I�1 - O 1 5 �? v,^, wn11. _� ? r D !"--- 7 1'--- � ` ."' ' .4 / ANDsiNHEN RIVEWAY-WOKR IS \ r � ^ u. zzs4 •_ Ozzss 2260 DI�ER$ION BERM 'f0 `� �` r` �► T X64 It ✓,/CI --- —+' _ r��t �V C 2253 ! J \ 1 _-- DIRECT RUNOFF UNTIL �; _jr ! ' BY DATE _ _ _./ i '� I .. , 2642 ; , W ET. 5 iE C - -- - - - _ _ I�ASIN IS,ESTABLI$I{Eb-, ` ( 0263 2640 rLpNO5 co I a ^- tr = — — .j I ';, `-z6uc N4�^ I / DATE ISSUE �- - - ! LEGEND. Zfi E � - - / i TEMP. SED. BASIN-, - I / ER K`t t /j / 8-29-16 CITY COMMENTS -- yi _.(914_ �\ �.. A� "•. , ��. �� D�..a�; 2671 HWL921.43 / r 1 1/_ - " ' I ! D -_ _ _ W/ PERF: RISER_., I i .l t o r T-789- - - - EXISTING CONTOUR PRE SF 9-23-16 TEMP. CDS RELOCATION r' `7--(ASr L ` 'f 1-- J PROPOSED SILT FENCE (PRE GRADING) '"--- - , __ _ ...94fi♦ 7 �\ ...,\ !♦ / 2699 / f-2670 / / 9"-i ♦ , O_ . I . % 789 PROPOSED CONTOUR _ -- -- __ NEEDED` I ♦® `� �r 7 i (�26 \/ �L- -t - f 10-10-16 UTILITY REVISIONS n _ _ _.. ♦ I - ♦ _,p Q-2709 - w. 6, / j \ i PST SF PROPOSED SILT FENCE POST GRADING - a r I, ♦ 2 I - 1M-.. - r- 666 Y %/. f �. ! R t ( ) 10-25-16 FORCEMAIN UPDATE t; 818 - I - Vt 1 ! \ PROPOSED RETAINING WALL 7- 10-31-16 STORM 12 TO 15" REVS J-r _ , q, I ♦ r c 'OUT T'F` j 3 ; ✓I ' !� - - -- `� s -' \ - DIRECTION OF DRAINAGE INLET PROTECTION 12-7-16 TH 101 TRAIL INSTALL NOTES O rz 2 8 w�___' '' \ r 1•7z672_.:_ .." r , �/ ' 2687 /-- _ , _ /� �"•- ___ I t � �' , r � ^�, � �. 11__ � � i � J -r-- � "?A -WET ~��'", \ 4-11-17 WATERSHED REV-WET 3 h IB2 _ m i /, , i ,\ \ - z 919.07' 1674- ` �` DO NOT DISTURB AREAS 6-13-17 TH 101 WALL 1 BID --. -- --� 'Y t ( ,.19`� 1 g11� �\ `vl .: , -U- 334 / i - - r - -,.. r'C� �%_ . � `4 \ PROPOSED CATCH BASINS D N D ' rr ��_ 23s �� \♦ 1 `` r -- ! \ / /\ -=_ _ _ ,'f 2 -Wl. ' .267.5 :)2681 \--> - > -.. ROPO 6-16-17 LIFT STATION PAD AREA REVS I6i7 P / / ♦ \ 99 --2890 2598 / < 2681 682 ` i SED STORM SEWER 2667 ' qq''� t / r ? i \ - - - - - - - PROPOSED EASEMENT TEMPORARY DRAINAGE ROUTING 7-14-17 LIFT STATION ELEC TRANS REV � f1 �: - - _ � ,. _v- ! fA.l- \9ik-/ ♦ - - ---=....--" I r 6r'•. / r 676-r1/ - - - - ♦ ,P _ L r z6 ♦ �} DURING MASS GRADING Yf2756, ♦ r r PROPERTY LINE PROJECT TEAM DATA i g�6 _ -`� - I ,_ " et L 1 ♦ 6717. , t r� PRE• _. _ / �/ ; r 02696 / 1� I — SETBACK LINE DESIGNED: MPR 9/ ` `, `�'.'..— I , �._- i ?•,'. _ 2694 > J 7 1 \I i f 284 � _ r r *';� 3-G� " s t \ s d /J / I t LOT LINE DRAWN: ELL < zzzs 22 / \ 1/ / _ ? / 7 -_ ' I - rl,, I 26s's- / B L ` K CS r j' r - - IGHT- ROCK CONSTRUCTION ENTRANCE 2224- Y'. �. / J ` 0 4 I zz39 ♦ . 1 / / , -r r` ,F.• .t-.-r /'i - _.j- (?1 r"!1 �r I i' r R OF-WAY PROJECT N0: 2232. -...y. r• < t / .� T. �`_- ' "...- ` 1 / � •�/ �1 2679-� !.-_2680 rr, r' t ✓ f _ U r- y4 •� / ' ! / 1 < _ L / 2 - fi --• I ' t /z 1 EROSION CONTROL BLANKET - �r':ra10 --WL\.� ./`In' _ �~ t ''� ,,i - - r% } °'�^ ,,.�1� t r t 1 -- .r�1--�-�'-r-v-r'/-v-'+.. EXISTING VEGETATION LIMITS APPROX. 215 0119 _ .. 2239 2234 ,.y-�' YIL r ,5_ I ' ' t i '," __ .%; �' ,.-s'" r-_ r r' 'tlr r `� ( ) LOPES 3.1 OR STEEPER) �J / OUTLOTC �yi�`_2226 f- -r � 1 - '`` � ``� + '' G- �� 6 �� ,,' _ �- t `_, 5 r--2797 . � I rr r, (s 2236 ! / / ! _ 4 ` / �y MAT 1 Z GO \ f ! - '" r r `\ _ '� ; I 1 ✓ w - O EXISTING TREE TO REMAIN t 12237 .! / WETLG ENV. RV. . .rr �..�._._ -c-•., , ' i n \ TURF REINFORCEMENT16 •' LFI U / . / t �: �... l ( + » t 0 PE KJO A SE!® t `i \ \ ! o' \ \ - o I ^I Y ♦ i I 't'� \ - - - - - - TREE PROTECTION LIMITS 1 WETLAND zN- � ♦_1 r/ - r-'' 7 1 x HWL 918.69 i' r / / tr \ ! r ` ` ` ^ c`. \f r,-.:. P/ ` '"^�9 t I ^M 21227 .r, ' 1 4 l /.. "7 ♦ ZBI I 1795! ,! t' SHEET 16 of 48 it t, `l / 1 0 \' .. '\ i I i I I 1 \ rZ ', \ .t �♦ t\ t ` I t } U it r i t y, �' t \ t l ! ' i`e-;..>'` \a r/ /rr <1 `l It iS br d-•' ` \ 1 s `} tt �I t i ' t I i `t 1 I \ \ i\ ♦ I \ t \ @ t t ti_ \ ,, t\ t i \' t _...NN 1 T 1 f / ` \ fl 11 I `\ \ ,+ t 1. }, t I ! 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'V t n v` n ' `` vt I ' i t i v l ` ' j i t 1 11 �1 ty w, �l "r , 'd + i �r f t' t `�'', t Date License No. M v n INSTALL SILT WETLAND . m v y v n t a _�" it r r -^' r- — N v I I t t / % FENCE OFFSITE __ __ ,_� �� H1� .° t� ;t 4� r , t �' V �r-&0� N t• t'/ r .. ^ V j , a m i l t '1 i. A 1 V f A 1 , w. l d I/ V - , d YI 1 �Y t 1' ' a 1 ! N y 1 t E n 1 ti tl i f I N' 1 -n _ r J t PRIOR TO n v `` vt ♦ v i s R i ' I N tt m/ QUALITY ASSURANCE/CONTROL ll " - .._ ._._ -_ i f--- ! / 1 d /+ Z m � ..�• 2846. �. �y v i , 1 , t . N t. r t 1 -- v y rte_.--- , / rnuurnlnl�lr ,.,�. ti .. N 'A v J 7• t i i t. �� t°- i 1 , �'.y�. N d dr " t I i i l f i �, t �I t 1 V t vm `�.,n N' ' I t. ' _ A �..,� __ v A v t - t I i. �t ! t h rt �a A v '�l °' I .w dd .�,, ? %'�• ] W\ a ': �, vv A`y i I t! 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CDS RELOCATION N .` 4�, \ \ e l` 11 t t t 1 I m, `t tl h <! r �� f 2q� i ' • �! v 1 10-10-16 UTILITY REVISIONS _789—PROPOSED CONTOUR 2 0 w \ ' \ n o, ? t N , _ ! \ \ t _ PST M SF PROPOSED SILT FENCE (POST GRADING) D_ m Z N s l/ i I 1 t \r ♦t t t [[ , w N t, t t PROPOSED RETAINING WALL fll (� ` N ` I t t- ` O • \ \ \ 't ' I a +` • 10-25-16 FORCEMAIN UPDATE m \\ e I t A t i ` 1 \ m a \, i `\ t ; \ X873 I • I, ` - - y \ \ 10-31-16 STORM 12" TO 15" REVS }}--� INLET PROTECTION v m r m O n N �.' .. " N \ �, \\``\\it ! i t Is i ,\ \t ' } �.{`J� 4 T \t t DIRECTION OF DRAINAGE 1 ! N T b `', \ I �/ _,.__ a t 12-7-16 TH 101 TRAIL INSTALL NOTES Y -i c m °� t t y t t \` \ -N \ J\ . i t / nmA 1 "". N \` ''t, \ 1 \ \ n O eao- ' "L O < L_ < !' N �C I a 4-11-17 WATERSHED REV -WET 3 t IB2 ,- t \ i 4 , 1 1 , \ t ,\ t t. t , `{ 1 t t t i t 27971 t \ \t r I, 1 2644- `_ l N , ✓ \ , \ / \ tL 4� PROPOSED CATCH BASINS D N D DO NOT DISTURB AREAS D Z O Z t t \`-.. 0-.0 \\"' 'tt , }1 1` t \ t ` t } tt t �} `; } Y ( N t 't i F\ t t, ! d IN 2 ' d t g m s 2,�i \ ` i \ \ O _ ` .t \`\ \ 6-13-17 TH 101 WALL 1 BID ] 0 r ,, �> H « ♦ ` t t , ;. t t ? tot 1 , tt \ `,$ \ \ e f (_ ,� `-2s p ` �' t \\`••� I `.�' 6-16-17 LIFT STATION PAD AREA REVS 1 PROPOSED STORM SEWER 'I N m \\ \ , t t t m `m t \ rig tie is e \ TEMPORARY DRAINAGE ROUTING MTI o z '� °° N \ \ '' '' t ' t T n �' N\ . , } 1 , t i , V t 1 \N \ t. rN t 1 , t ° rr ,°^,Za c \ N z ) • \ \ v 7-14-17 LIFT STATION ELEC TRANS REV PROPOSED EASEMENT nQ `� , ' tl t'� t t t `( t , \ t \ t , 2680-J .� r r .t r 1. <u,� - - - - - DURING MASS GRADING ti `� ! m\\ t, t ` a ' , t PROPERTY LINE m n \ t t t tt N t `, lyt. A" / I ro \ , a m t , , \ '+ " �` ` t l� 1 PROJECT TEAM DATA SETBACK LINE Z o m t t \ Ot i N t \ t \ \ zsss<�Ci1 e \ \ \ v ^t t t \ 1 \t t l 1 ,tP,`"-.\ 3' \ \ DESIGNED: MPR LOT LINE i t i t 't i \ 4 t 't O N }t t \ tt \ fin N c1 �W m \�, l t \ \ll T,i ti to n t \ tm ca,t , i ` •,. \,\ �rL�Y `•.-��\ ' i.. ROCK CONSTRUCTION ENTRANCE � m w ^,,. .\ \ \ t I t , E 3.-� \\ \ WL � N, �' ? � /° DRAWN: ELL RIGHT-OF-WAY 7z z i s tt l ' ' \ \ N ,M - - _ ~ j N 'i t Mt 1 1 t, Nt N 1 n \ t Ol n \ \ —\� - v EROSION CONTROL BLANKET o o ; i ,t,` , t et t , ` v ♦t t 4- -\- r T - Y L i , - r vYwvw\. EXISTING VEGETATION LIMITS (APPROX.) LTJ (SLOPES 3:1 OR STEEPER) i ,t `�yt \ Vii_ OJ N 215 0119 1i EXISTING TREE TO REMAIN t t t i `«t\t`1, 11'%}\t' is 1 } 11 11 �' \ \ � �� •.\.,.�w"� ^��. ,>'\j- " i " , a \ - i _`�,"_:��_ � O TURF REINFORCEMENT MAT O 1 1 , II } , i i ` J �+ -\ -` m �tt stt\1\t\W,\t Yt t,' \I 11 \ \ • �^ _ 1 - - - - - - - TREE PROTECTION LIMITS N 17 m i \ 1 \\ ` t\tt t\'t 1' ! } I ` of E9 20' w N 1 1 A' l\t �`1 I� ' i- i / itIN r - v v v \,jl \ h- _ K• I �' Sk i9, SHEET 17 Of 48 aso-1, . 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING GEQTEXTILE PLASTIC ZIP TIES / 36 WIDE (50 LB. TENSILE) / LOCATED IN TOP 8" -TIRE COMPACT i OW F w Zg gW m OW u' MACHINE SLID 8' - 12" Df SILT FENCE, MACHINE SLICEDOO 2 5 FT. MIN, LENGTH STEEL POST GE 36P FABRIC AT 6 FT. MAX. SPACING 36' WIDE AN WITH /S-TAPLES / BRITAMPEDORAGE NA URAL SOCL BACKFILL H VIF C) Z FLOW LL W e-FIN 7, z O -- SILT FENCE TO BE PLACED g� ON CONTOUR. SEE SLOPEGRAOE AND LENG7F1 CRITERIA BELOW cow SILT FENCE, PREASSEMBLED 1 2 VARf SLOPE - SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 -5. % 75 FEET 5 -10% 50 FEET NOTES; 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE To Protect Area From Sheet Flow FOR SEDIMENT CONTROL OMaximum Contributing Area: 1 Acre VARIABLE SLOPE 1.6 OESIRPB __ SILT FENCE NEAR TOE OF ✓� SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL C ��;lyylppl��OF�� SILT �INn1IDrJ►)fill FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO': 5300 FILE NAME: G:\ENG\SPECS\5300 EROSION CONTROL GENERAL NOTES: // ROPp 1"-2" CLEAN CRUSHED ROCK Y ��} I•I. ,yl 6"MIN-DEPTH FOR ROCK 01P 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. an Op ROCK [ CONSTRUCTION CHEM ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME G: G SPECS 5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR. SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. B. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 O 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. 21. ALL CONSTRUCTION SITE WAST SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER, AND SANITARY WASTE MUST BE PROPERLY MANAGED AND COMPLY WITH THE MPCA, CITY OF CHANHASSEN, AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT RULES AND REQUIREMENTS. DEWATERING: 1. IF UTILITY INSTALLATION WORK ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL PROVIDE A PLAN TO THE CITY AND PROJECT ENGINEER FOR REVIEW. THE PLAN AT MINIMUM SHALL BE A DEWATERING PLAN INCLUDING WATER ROUTING, STORAGE, AND DISCHARGE LOCATION. 2. IF ANY TEMPORARY DEWATERING IS REQUIRED ONSITE THE CONTRACTOR SHALL DISPOSE OF STORMWATER OR GROUND WATER BY USE OF PUMPS AND HOSES TO ACCEPTABLE DISCHARGE POINTS APPROVED BY THE CITY AND PROJECT ENGINEER. 3. ANY ACCUMULATED SEDIMENT ALONG EXISTING CURB AND GUTTER THAT HAS COLLECTED AS A RESULT OF DISCHARGING DEWATERING HOSES SHALL BE IMMEDIATELY REMOVED AND PROPERLY DISPOSED OF AFTER EACH DISCHARGING EVENT. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS 5 FL MIN. LENGTH STEEL POST 1. DIG 6'X6'1RN NSC WI X MEL MEE0111202I 9tH EDITION. AT 6 FT. MAX. SPACING GEQTFABRIC FABRIC S.WM FACTOR 36 ' WIDE 29 CFR 1926 - OW WEO III HEATH STANDARDS PLASTIC LP TIES 0,707 7F5 O 3' HEAD 6-13-17 (50 Le. TENSILE) rrrFFANCHORAGE ON ZONE LOCATED IN TOP 8'• IRENC / IRENCH.BACKFILL W6TH TAMPED STICKB, VEHICLE IMPRINTS, AND GRASS. BLANIhTS SHALL NATURAL SOIL FLOW L OWo- 6"MIN. F / INSTALLATION ''QAA V/ W ao gm 6"MIN. IleO PTH ryw SILT FENCE, HEAVY DUTY 1 2 5 FT. MIN, LENGTH STEEL POST GE 36P FABRIC AT 6 FT. MAX. SPACING 36' WIDE AN WITH /S-TAPLES / BRITAMPEDORAGE NA URAL SOCL BACKFILL H VIF C) Z FLOW LL W e-FIN 7, z O -- SILT FENCE TO BE PLACED g� ON CONTOUR. SEE SLOPEGRAOE AND LENG7F1 CRITERIA BELOW cow SILT FENCE, PREASSEMBLED 1 2 VARf SLOPE - SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 -5. % 75 FEET 5 -10% 50 FEET NOTES; 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE To Protect Area From Sheet Flow FOR SEDIMENT CONTROL OMaximum Contributing Area: 1 Acre VARIABLE SLOPE 1.6 OESIRPB __ SILT FENCE NEAR TOE OF ✓� SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL C ��;lyylppl��OF�� SILT �INn1IDrJ►)fill FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO': 5300 FILE NAME: G:\ENG\SPECS\5300 EROSION CONTROL GENERAL NOTES: // ROPp 1"-2" CLEAN CRUSHED ROCK Y ��} I•I. ,yl 6"MIN-DEPTH FOR ROCK 01P 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. an Op ROCK [ CONSTRUCTION CHEM ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME G: G SPECS 5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR. SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. B. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 O 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. 21. ALL CONSTRUCTION SITE WAST SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER, AND SANITARY WASTE MUST BE PROPERLY MANAGED AND COMPLY WITH THE MPCA, CITY OF CHANHASSEN, AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT RULES AND REQUIREMENTS. DEWATERING: 1. IF UTILITY INSTALLATION WORK ENCOUNTERS GROUNDWATER, THE CONTRACTOR SHALL PROVIDE A PLAN TO THE CITY AND PROJECT ENGINEER FOR REVIEW. THE PLAN AT MINIMUM SHALL BE A DEWATERING PLAN INCLUDING WATER ROUTING, STORAGE, AND DISCHARGE LOCATION. 2. IF ANY TEMPORARY DEWATERING IS REQUIRED ONSITE THE CONTRACTOR SHALL DISPOSE OF STORMWATER OR GROUND WATER BY USE OF PUMPS AND HOSES TO ACCEPTABLE DISCHARGE POINTS APPROVED BY THE CITY AND PROJECT ENGINEER. 3. ANY ACCUMULATED SEDIMENT ALONG EXISTING CURB AND GUTTER THAT HAS COLLECTED AS A RESULT OF DISCHARGING DEWATERING HOSES SHALL BE IMMEDIATELY REMOVED AND PROPERLY DISPOSED OF AFTER EACH DISCHARGING EVENT. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS 1. DIG 6'X6'1RN NSC WI X MEL MEE0111202I 9tH EDITION. &LOWABIE MILE WOCK LOAD N/A WE ST4IYTIIRAL WEl➢INC CODE - STEEL W.1-94. S.WM FACTOR N/A 29 CFR 1926 - OW WEO III HEATH STANDARDS WATER ROW RATE (THROUGH rIPE IT RLTER) 0,707 7F5 O 3' HEAD 6-13-17 MAXIMUM O EW10W RATE 5.94 CFS O 15' HEAD MODEL#CG23 _1L TER ASSEMBLY JRB BOX MANN CG -23 HIGH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. Cfff Of CATCH BASIN SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE N0` 5302A FILE NAME G: NG SPECS 53(12A 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. 3. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVENECESSARY SILT FENCING FILTERS TO CONSTRUCT ROADWAYS / , WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 6" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 5. SOIL COMPACTION SHALL BE MINIMIZED IN PROPOSED PERVIOUS AREAS ONSITE AND AVOID ALTOGETHER IN PROPOSED INFILTRATION BASINS. SOIL SURFACES IN PROPOSED PERVIOUS AREAS COMPACTED DURING CONSTRUCTION SHALL BE DECOMPACTED THROUGH SOIL AMENDMENT OR DEEP RIPPING TO AN 18" DEPTH. 6. THE CONTRACTOR SHALL SCHEDULEGRADING UTILITY INSTALLATION AND PAVEMENT SITE CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. TEMPORARY SEDIMENT BASINS AREA REQUIRED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. 5. 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. 6. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES 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. 7. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS LQT 1 SURFACE WATER OR WATERWAY r7a;+_t._ see detan s 6300 LOT OPTION I - CRESCENT SILT FENCE OVER -UP AT PROPERTY UNE I I 41 11 ROOF ,t.OJ Q'PG� PERIMETER rj MAINTAIN A to FOOT BUFFER BETWEEN EDGE OF WATER AND DIBNRBED SOIL TWE 2 HEAVY Dun PERIMETER CONTROL REO. ADJACENT To SURFACE WATERS LOT 3 2 - J 11001( SILT FENCE :NCE TOGETHER AT PROPERTY LINE LEGEND Rwee standard e,7nbols will be bund N the &oMng. SILT FENCE ° STRAW MULCH a4 SURFACE WATER WATER ROW 1 \\�lSILT/// � \CURB & GUTTER OVER -LAP SILT FENCE STREET STORM SEWER INLET EN1R'VRQ SEDIMENT CONTROL WTMCO OR SWHLAR INLET PROTECTION DETAIL 5302A • Water resources staff must be contacted before any/all dewatering activity • Perimeter sediment controls are necessary at downsloping property and street edges. Nate that sediment controls need to provide containment by turning perimeter controls upslope-into property. • Perimeter controls can include filer logs, mulch berms and/or silt fence. • See MNDot spec. 3897 & 2573. • Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. • See MNDot Spec. 3885 & 2575. • Swales-Need blankets over final 200'. • Swales-Need check dams if slope is 4:1 or greater. npC�fQffOf EROSION CONTROL FOR CIIIlIIulHuufill INDIVIDUAL LOTS (TYP.) REVISED: 2-13 PLATE NO.: FILE NAME: 0:\ENG\SPECS\53028 ENGINEERING DEPARTMENT 53028 EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE MUST MAINTAIN A LOG OF ACTIVITIES FOR INSPECTION BY THE DISTRICT ON REQUEST. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART IIIA.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: IHL GUNIHAI SHALL IMPLEMENT THE 70a -WO POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE. WINTER STABLIZATION: GRADING CONTRACTOR REQUIREMENTS IN THE CASE WHERE THE ONSET OF WINTER DOES NOT ALLOW FOR COMPLETION OF MASS GRADING AND FINAL SOIL STABILIZATION IN FALL 2016: 1. MASS GRADING ACTIVITIES SHALL BE PLANNED AND PHASED IN A MANNER TO AVOID ANY UNNECESSARY SOIL DISTURBANCE PRIOR TO WINTER SHUT DOWN. 2. ALL FINAL GRADED AREAS SHALL BE STABILIZED PERMANENTLY BY GRADING CONTRACTOR WITH SEEDING, MULCHING, BLANKET, ETC. IN ACCORDANCE WITH PLANS PRIOR TO CONTRACTOR LEAVING THE SITE AT WINTER SHUT DOWN. 3. THE GRADING CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TEMPORARY OR INCOMPLETE GRADING AREAS INCLUDING ALL STOCKPILES ARE STABILIZED WITH TEMPORARY SEEDING (MNDOT MIX 1900100//AC, MULCH (MNDOT TYPE 1) BEFORE LEAVING THE SITE AT WINTER SHUT DOWN. 4. ALL SIGNIFICANT DRAINAGE SWALES (TEMPORARY OR PERMANENT) SHALL BE STABIUZED WITH MNDOT CATEGORY 3 EROSION CONTROL BLANKET BY GRADING CONTRACTOR PRIOR TO LEAVING THE SITE AT WINTER SHUT DOWN. ANCIOR TRENCH (SEE DETAIL AND NOTES BELOW) SLIN 10 , " 4 WN 0 Ill 0 -4 STARE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS sPEaFlunoNs WOODEN LATH SHALT_ BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2"X4"X3'LONG WOOD POSTS, 8 REQ'D. NOTES: CONI-RACTOR SHALL CONSTRUCT SILT BOX 1-0 FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE, SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNOO'T TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX. x N 8-10" FABRIC FLAP- BURY UNDER ROCK TO PREVENT 17-7 UNDERWASHING 2" WASHED ROCK V DEEP X 2' WIDE SILT BOX SEDIMENT TRAP mom REVISED: 1-10 ENGINEERING DEPARTMENT I PLATE N0 ` 5302G FILE NAME: G:\ENOISPECS 5302A OVERWP END JOINTS MINIMUM OF 6• AND STAPLE OVERLAP AT 1.5' INTERVALS. ovERtAP LONGITUDINAL)OINTS MINIMUM OF V ANCHOR TRENCH TEMP. CDS RELOCATION 1. DIG 6'X6'1RN 1 1TO3 2. _k( BLANKET IN TRENCH J 3. STAPLE AT 1.5INTERVALS .: 4. BACKFILL WITH NATURAL SOIL AND COMPACT ' 5. BLANKET LENGTH SHALL NOT allED IBP WITHOUT AN ANCHOR TRENCH I 6-13-17 ........}}} ii NOTE: LIFT STATION PAD AREA REVS SHAPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, D STICKB, VEHICLE IMPRINTS, AND GRASS. BLANIhTS SHALL HAVE GOOD SOIL CONTACT. EROSION CONTROL BLANKET z INSTALLATION INFILTRATION AREA NOTES: 1. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 2. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND OR FOREBAYS UNTIL INFILTRATION BASIN IS COMPLETELY GRADED AND PLANTED. 3. BASIN GRADING SHALL BE DONE IN PHASES. INITIAL GRADING OF THE BASIN SHOULD ESTABLISH ROUGH ELEVATIONS APPROXIMATELY 1-2' ABOVE PROPOSED FINISHED GRADE. THE AREAS IMMEDIATELY UP -GRADIENT SHALL BE FINISHED GRADED AND STABILIZED. THE BASIN CAN THEN BE COMPLETED TO FINISH GRADE AND PERMANENTLY VEGETATED. TO ENHANCE INFILTRATION INCORPORATE A MINIMUM OF ONE FOOT OF "AMENDED SOIL" SECTION AS SHOWN ON THIS SHEET. 4. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 5. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 6. IF COMPACTION OCCURS AT THE BASE OF THE BASINS, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO -TILLING. UNDISTURBED VEGETATION 1 y i V�V e A 7 i TRACKED EQUIPMENT TREADS CREATE GROOVES �y PERPENDICUTAR TO SLOPE DIRECnoN. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING I GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 9-23-16 TEMP. CDS RELOCATION N UTILITY REVISIONS 10-25-16 J 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 W 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS D z ''QAA V/ W IleO z N .J O W Z ,. O U L0 o 0 Z a J ~ LU G 0° V) Z 0 W ZZO � J ; 0 0 CL Z.LLI../ V a 0 w z (n 0 O Z 0 Ln 0 0 O z LL rn L) V W 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 MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE R-90-1 F IrITY rnLJLIGMTC 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & 182 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT N0: 215-0119 SHEET 18 of 48 N a I :- BL 1K1 0 50 100 200 4' SCALE IN FEET �', +11; ; t OIC OT LEGEND: l MATCH LI E C) N �n% Atm tt 0 x � I k tu �I 1 L,a II 0 I I y UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. WETLAND 1 OUTLOT A 3 7 I r I E I �} 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED (10-214W) _J L `-----� IL_-- ( II I ° I OTHERWISE. y1I 6 { I �- ti �'"" I � t' 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. *' -�^ \ J _i i) I 10. WATER SERVICES SHALL BE 1" DIA. TYPE "K" COPPER, W/ 1" CORP. STOP + 1° CURB BOX. 2 i I a a / 11. SEWER SERVICES HALL BE 6" PV SOLVENT WELDED AT A SDR 26 AT A MINIMUM 2% SLOPE UNLESS S C I t _ OTHERWISE NOTED ON THE PLANS I � ] i1 -------------- L \ 1 '. II / < 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24" VERTICAL & A \ 36" HORIZONTAL SEPARATION ARE MAINTANED. 0+00 ;l\\ 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINSHED GRADE. / - _ __-- _ M // '' - T i i _ t / �s �� 14. ALL 6" AND 8" TRUNK WATERMAIN SHALL BE C900 PVC. 11-44 2 SANITARY SEWER FORCEMAIN NOTES: C17 BLOCK 61. SANITARY SEWER FORCEMAIN COVER DEPTH TO COMPLY WITH CITY OF CHANHASSEN REQUIREMENTS. 2 ALL DIRECTIONALLY DRILLED FORCEMAIN SHALL BE DR113 �� `\ \ \� `----J------�`------_J L ---3. IN AREAS OF DIRECTIONAL DRILL CONTRACTOR TO VERIFY DEPTH OF EXISTING SMALL UTILITIES OUTLOT A>2+1 -fie. 4. (GAS, FIBER OPTIC, TELEPHONE, ETC) EVERY 50' AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS. i t 1 J ,' 5. AIR RELEASE MANHOLES TO BE PROVIDED AS SHOWN IN PLANS. BL K1 4 • v xc -16 `' 1 L_ -. I ,/�' / A ' SCf"iMktERH A? -- ; WET. 5 1 j RA ---- I � ------ ----------- 7. - - I + r � � � 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER MNDOT TRAFFIC MANUAL STANDARDS. 7. FORCEMAIN CONNECTION TO EXISTING MANHOLE WITHIN LYMAN BOULEVARD ROW SHALL BE WITHIN ONE (1) FOOT OF OUTLET ELEVATION. GROUT EXISTING MH TO PROVIDE SMOOTH FLOW FROM FM TO OUTLET. 18 t �o ( 1 'I UTLOT F W., 18. FORCEMAIN INSTALLATION ALONG TH 101 & LYMAN BLVD MAY REQUIRE DIRECTIONALLY DRILLING.. FOR SOME - i� iAt Pt:$J_ j\ 1 15 �;' .' �\ r-_� " SEGMENTS, CONTRACTOR MAY MAKE USE OF DRILLING WHERE NECESSARY. ' I ` ' ----- , - STORM SEWER NOTES: GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 il ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com , , I i� I i diNRLE 4 Rtl � t 7 BLOCK 5 I � � � R � 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. Z ,OUTLOO`T G , ( 14 , / / ` 5 13Uj 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. r WETLAND 2„_ 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. t\ 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL M Z <�� - SEPARATION IS LESS THAN 3'. U BLO1 i` ' 't r �' 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. J < 0 a r-- ?�� ✓ Y' I "(% i ~ I % 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. M !� �'�l l I 12° .wc wM I { t� ' Z _ ' < 3 ` t I LLJ 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE N Z O J 1 , �I LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. Z 9 I i I 8. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. Q a_ V 4 I `---J' f s i I I I I 9. HDPE STORM SEWER PIPE SHALL BE ADS SMOOTH WALLED PIPE OR APPROVED EQUAL. Q Q z Z Ly OUTLOT C ., ;' ---, I -,---\` I! 0 UJ H Q LLI Lo / I O 2 ( I I BLOCK 5 ; / % OUTLOT E I - - - _ rn 0U 0 T, r I 6 I L------ _ _ - I 11 .. r WETLAND 8 I ae 924.x7, I hereby certify that this plan, - - - - I _ _� /- I - - specification, or report was �---------� i- - L _ .-------- ---- � r 1. - - �- - - - - - - - - - - - - - - - - - - Prepared by me or under my "- I� - - direct supervision and that I - ------------ ^�.-.. i ~ O I J ...'. BL K 3 1 ' 12 /'i / 90734 .. -..- "__"., ivt" A;Pt'ROki`"("'it�9"h t'f IShj + -c-.. Y xc A -§,.,x. 'r'Rr�-�crr?---�---_ am a duly Licensed _ _ _ PROFESSION ER under / x F-+.. L------------- __.. 017.., O _ _ _ the laws L ENGINE ] I I 10+1 11+00 12+00 13+00 14+00 SIGNAL o the state of e ss MINNESOTA f s s �s .�. z r 15+00 \ EXISTING L---- - _ irk ..-_ CONNECT TO EXISTING%. ' ', I MARK RAUSCH, PE -I 'k' \ ! 4 SANITARY SEWER OUTLOT E I I ' SANITARY SEWER MANHOLE FORCEMAIN `� ,� e 7 -1a -n 43480 8 �� `% ` - - - -w_ 4" FM ..__-__- -___ ° i Date cense o. I \I 1 =- 1 _ � " Lt N 12 WATERMAIN 1 �\ I -> >- PROPOSED STORM SEWER 9 ,'' ,'' 14, / 6 werwNo3 3" VALVE QUALITY ASSURANCE/CONTROL -I p ,' / 1` , CONTROL AND FM -► ►- PROPOSED SANITARY SEWER t \\ PANEL I 1\ PIPELINEMAGELLAPIPELINE REQUIRES r0 10 PROPOSED SANITARY SEWER FORCEMAIN WETLANDS 3 77A;\\ 1 y� CONTRACTOR TO BYIJEMH b ONFIf11�ZMAP. BY DATE COORDINATE WITH 20 a BY MAfiLLAN REP. rob MAGELLAN ON GAS PRIOR T6 FO CEMAIN DATE ISSUE y'' 4../ + 8-29-16 CITY COMMENTS PROPOSED WATERMAIN _ I r � � I __ --1 .' -\;/ Oji / / 1 _ �' , I PIPELINE CROSSING I r` � I INSTALLATION. ■ PROPOSED CATCH BASIN _---� V ` _ • �__---- 9-23-16 TEMP. CDS RELOCATION PROPOSED SANITARY MANHOLE t\ < ? TOP OF CURB LIFT STATION H PROPOSED GATE VALVE .' / \` \ WET WELL AND \ I I I 10-10-16 UTILITY REVISIONS -�'.. " WETLAND4 4` t, CONC. PAD '! 10-25-16 FORCEMAIN UPDATE \k i 4" SANITARY SEWER PROPOSED HYDRANT 10- EXISTING GATE VALVE FORCEMAIN RM 12" TO 15" REVS 31-16 STORM 12-7-16 TH 101 TRAIL INSTALL NOTES EXISTING HYDRANT OUTLOT D '` \ j 4 k_. _ _ I 4-11-17 WATERSHED REV -WET 3 & IB2 EXISTING WATERMAIN > \ }\ N�E: SEE LIFT STATION I (rl I I 6-13-17 TH 101 WALL 1 BID ` � ELECTRICAL / ' I I - i I -- i - ' � ' DETAILS FOR ADDITIONAL I I 6-16-17 LIFT STATION PAD AREA REVS \ c TRANSFORMER FORMATION - SHEETS 0 I I '� EXISTING CATCH BASIN , + ATOP 3 37 I 7-14-17 LIFT STATION ELEC TRANS REV ` FORCEMAIN ALONG HWY 101 TO o -I i , FIBERGLASS PAD + C EXISTING STORM MANHOLE , 45'R / \ BE DIRECTIONALLY BORED TO I m IJ PROJECT TEAM DATA EXISTING STORM SEWER AVOID SMALL UTILITY CONFLICTS f DESIGNED: MPR i d C EXISTING SANITARY MANHOLE " <- TEMPORARY AND HWY 101 DISTURBANCE EXISTING SANITARY SEWER \ \ SANITARY GATE BITUMINOUS DRAWN: ELL t SEWER VALVE CUL DE SAC PROJECT NO: 215-0119 �\ MANHOLE LIFT STATION SITE + ' WETLAND LIMITS I WATE our RMAIN / PLAN ENLARGEMENTSTUB o , WATE \ SCALE: 1"=10' 0 5 10 20 1(_11 19 _o o _ - -- _ __777I -EX. GUARD AIL #� MATCH LINE _ SCALE IN FEET I SHEET 19 of 48 CROSSROADS _ --_ ,.�...._�.. G BOULEVARR '—!-- W M Aar x cFaata a na r RESTORE ALL DISTURBED PAVEMENT, CURB, ETC WITH _r EQUIVALENT SECTION. EQUIVALENT =;.A'J) ` A 1b< 01 14__ 11+00 -CONNECT TO EXISTING 'SANITARY SEWER MANHOLE I 2+00 MAGELLAN FI,PfL.W MAGELLAN PIPELINE 4" SANITARY SEWER BORE BELOW EXISTING HYDRANT. FORCEMAIN. MAINTAIN 18" VERTICAL SEPARATION. \ CAUTION:: PIPELINE MAG ' N 0 25 50 100 BEGIN OPEN TRENCH. END SCALE IN FEET DIRECTIONAL DRILLING MAINTAIN 10' MINIMUM NOTES: SEPARATION WITH EX6 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATERMAIN WATER DEPARTMENT 24 HOURS PRIOR TO ANY EXISTING SIGNAL PUBLIC SEWER/WATERMAIN CONNECTION. AIR RELEASE 2• HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE VALVE MH 3 STRUCTURES. i 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER Z p 3 CITY OF CHANHASSEN SPECIFICATIONS & DETAIL 1111 PLATES. z) 4. WATERMAIN SHALL BE INSTALLED PER CITY OF D J I a CHANHASSEN SPECIFICATIONS & DETAIL PLATES. Q (n 5. TYPICAL LOT SERVICES: W d SAN — 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT — 1" TYPE "K" COPPER BORE UNDER EXISTING FIRE HYDRANT TO AVOID _. CONFLICT. MAINTAIN 18" OF VERTICAL SEPARATION. ---- -- . AIR RELEASE ___ • MAGELLAN PIPELINE - - VALVE MH 3 . .... c — EXISTING SIGNAL , I 9F�E16 00 1 +00 o BEGIN OPEN TRENCH. D END DIRECTIONAL DRILLING. CAUTION: I V, PIPELINE t o BORE UNDER EXISTING . -T Q 7 r' TELEVISION SERVICE EXISTING ELECTRIC, TELE. i COMMUNICATIONS, ETC. O PLACE FORCEMAIN UNDER EX. HYDRANT. MAINTAIN 18" OF - — — — — — — — VERTICAL SEPARATION OF v CROS-SING�WITH HYDRANT. 12+00 (HYDRANT CROSSING-AL15+_98.o`o) �— 5.17' MIN. EX 12" PVC 900 COVER WAT CROSS CONTRACTOR TO FIELD, EX MAGELLAN PIPELINE ROSS., VERIFY DEP MAGELLAN PIPELINE IS ENCASED AIR RELEAS VALVE( MH 3 IN CONCRETE. BOTTOM OF STA: 15) 58.2 CONCRETE IS 9'-12' BELOW 24" VERTICAL SEPARATION OFF: 0.00 GRADE. (CONTRACTOR TO FIELD BETWEEN FORCEMAIN AND RIM: 926.50 VERIFY DEPTH). SANITARY BOTTOM OF EXISTING STORM BUILD: 5.56' SEWER FORCEMAIN' SHALL BE MANHOLE. MAINTAIN 18" (VERTICAL PLACED WITH 2' SEPARATION SEPARATION FROM W/M FROM ANY MAGELLAN PIPELINE., (INSULATE) (STA 15+80.58) t7 N c0 14 00 Q N N a0 r'7 M O N Ln N N It N N d- N O p OJ aj O Oj 00 O d1 O) 01 0) � 0 0) 0) 00) 01 Q1 m 01 01 15+00 16+00 17+00 18+00 19+00 — — G 13+00 14+00 15+00 16+00 _ r F -MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION WITH EXISTING WATERMAIN. -- ` EX GUARDRAIL i ] g EXISTING STORM MANHOLE CQ8VA37noa G------._-- G ' G 910 EXISTI •ie] e] — /- --. SNIb_7d L OL; H"S o - < SEE INSERT D -D ---�I oT RELOCATE EXISTING SIGN OTHER SIDE OF TRAIL BEGIN DIRECTIONAL DRILLING. MAINTAIN POSITIVE SLOPE OF (INSULATE) (STA 10+21.82) COVER . _ (SEE DETAIL 1006) M DATE SANITARY PLACE AIR RELEAS VALVE MH 3 STA: 15+58.2 _ SANITARY SEWER FQRCEMAIN 0a 6. FORCEMAIN INSTALLATION ALONG TH 101 & LYMAN EX SSMH ------------ ---------------- ----------VE�TICSTA:10+00.005.1T —HYDR/ BLVD MAY REQUIRE DIRECTIONAL DRILLING, BORING 900 INV IN: 907.75 MIN. CROSPIT LOCATIONS TO BE DETERMINED BY THE 920 OFF: 0.00 7-14-17 (HYDRCONTRACTOR, IF NECESSARY. TEAM DATA CMW ELL NO: 215-0119 COYER _ J RIM: 92484 CL 7. ALL DISTURBED RIGHT AWAY INCLUDING PAVEMENT, INV IN:917.22 (SW) EX 8" t CURB, SIGNAGE, FENCING, TURF, ETC. SHALL BE INV IN:907.57 (W) WAT CROSSMAINTAIN 18" VERTICAL RESTORED WITH EQUIVALENT SECTION AND MATERIAL INV IN:907.59 (S) CONTRACTOR TO FIELD 1577.9'-4" HDPE DR11 SEPARATION FROM W/M AFTER FORCEMAIN INSTALLATION. 910INV IN:907.34 (SW) VERIFY DEPTH SANITARY SEWER (INSULATE) (STA 15+00 66) a) 8. CONTRACTOR SHALL INSTALL EROSION CONTROL AS INV-OUT:906:79 (NE)- -- SEPARATION FORCEMAIN (-.-.--..- - - NECESSARY ALONG FORCEMAIN. INSTALLATION ROUTE WALL MAINTAIN 18" VERTICAL direct supervision TO PREVENT EROSION AND PROVIDE SEDIMENT 890 SEPARATION FROM W/M EN INSULATE STA CONTROL. BORE UNDER EXISTING FIRE HYDRANT TO AVOID _. CONFLICT. MAINTAIN 18" OF VERTICAL SEPARATION. ---- -- . AIR RELEASE ___ • MAGELLAN PIPELINE - - VALVE MH 3 . .... c — EXISTING SIGNAL , I 9F�E16 00 1 +00 o BEGIN OPEN TRENCH. D END DIRECTIONAL DRILLING. CAUTION: I V, PIPELINE t o BORE UNDER EXISTING . -T Q 7 r' TELEVISION SERVICE EXISTING ELECTRIC, TELE. i COMMUNICATIONS, ETC. O PLACE FORCEMAIN UNDER EX. HYDRANT. MAINTAIN 18" OF - — — — — — — — VERTICAL SEPARATION OF v CROS-SING�WITH HYDRANT. 12+00 (HYDRANT CROSSING-AL15+_98.o`o) �— 5.17' MIN. EX 12" PVC 900 COVER WAT CROSS CONTRACTOR TO FIELD, EX MAGELLAN PIPELINE ROSS., VERIFY DEP MAGELLAN PIPELINE IS ENCASED AIR RELEAS VALVE( MH 3 IN CONCRETE. BOTTOM OF STA: 15) 58.2 CONCRETE IS 9'-12' BELOW 24" VERTICAL SEPARATION OFF: 0.00 GRADE. (CONTRACTOR TO FIELD BETWEEN FORCEMAIN AND RIM: 926.50 VERIFY DEPTH). SANITARY BOTTOM OF EXISTING STORM BUILD: 5.56' SEWER FORCEMAIN' SHALL BE MANHOLE. MAINTAIN 18" (VERTICAL PLACED WITH 2' SEPARATION SEPARATION FROM W/M FROM ANY MAGELLAN PIPELINE., (INSULATE) (STA 15+80.58) t7 N c0 14 00 Q N N a0 r'7 M O N Ln N N It N N d- N O p OJ aj O Oj 00 O d1 O) 01 0) � 0 0) 0) 00) 01 Q1 m 01 01 15+00 16+00 17+00 18+00 19+00 — — G 13+00 14+00 15+00 16+00 _ r F -MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION WITH EXISTING WATERMAIN. -- ` EX GUARDRAIL i ] g EXISTING STORM MANHOLE CQ8VA37noa G------._-- G ' G 910 EXISTI •ie] e] — /- --. SNIb_7d L OL; H"S o - < SEE INSERT D -D ---�I oT RELOCATE EXISTING SIGN OTHER SIDE OF TRAIL BEGIN DIRECTIONAL DRILLING. MAINTAIN POSITIVE SLOPE OF (INSULATE) (STA 10+21.82) COVER . _ ASSURANCE/CONTROL M DATE SANITARY SEWER AIR RELEAS VALVE MH 3 STA: 15+58.2 _ SANITARY SEWER FQRCEMAIN 0a UTILITY REVISIONS 10-25-16 J~' 0 STORM 12" TO 15" REVS OFF: 0.60 900 INV IN: 907.75 TO AIR RELEASE VALVE MH 3 TH 101 WALL 1 BID z 7-14-17 X 30" RIM: 926.50 TEAM DATA CMW ELL NO: 215-0119 J CL BUILD: 5.56' CROSS z 0 wILLI u) MAINTAIN 18" :VERTICAL 18" VERTICAL SLEEVE STORM 0 un a LL a) SEPARATION FROM W/M I hereby SEPARATION FROM STORM or UNDER WALL me direct supervision (INSULATE) (STA 15+80.58) 890 EN INSULATE STA 22+60.64 the MINNESOTA � Ln to to �"� M 00 r7N M G O �r7 0) O r '-'p r M ro r� m co M N fid- c0 K) MN N N co N d- 4 N N N d- 4 N N N d- d- N N N N N 4 N d' d- N - N N Ln u7 O O d' d- N N N N N N N a) C6 O N m � N m0) 0) 0) 0)0) 0) N Irm C4 N O 0) N mm N 0) m<r M � BORE UNDER EXISTING FIRE HYDRANT TO AVOID _. CONFLICT. MAINTAIN 18" OF VERTICAL SEPARATION. ---- -- . AIR RELEASE ___ • MAGELLAN PIPELINE - - VALVE MH 3 . .... c — EXISTING SIGNAL , I 9F�E16 00 1 +00 o BEGIN OPEN TRENCH. D END DIRECTIONAL DRILLING. CAUTION: I V, PIPELINE t o BORE UNDER EXISTING . -T Q 7 r' TELEVISION SERVICE EXISTING ELECTRIC, TELE. i COMMUNICATIONS, ETC. O PLACE FORCEMAIN UNDER EX. HYDRANT. MAINTAIN 18" OF - — — — — — — — VERTICAL SEPARATION OF v CROS-SING�WITH HYDRANT. 12+00 (HYDRANT CROSSING-AL15+_98.o`o) �— 5.17' MIN. EX 12" PVC 900 COVER WAT CROSS CONTRACTOR TO FIELD, EX MAGELLAN PIPELINE ROSS., VERIFY DEP MAGELLAN PIPELINE IS ENCASED AIR RELEAS VALVE( MH 3 IN CONCRETE. BOTTOM OF STA: 15) 58.2 CONCRETE IS 9'-12' BELOW 24" VERTICAL SEPARATION OFF: 0.00 GRADE. (CONTRACTOR TO FIELD BETWEEN FORCEMAIN AND RIM: 926.50 VERIFY DEPTH). SANITARY BOTTOM OF EXISTING STORM BUILD: 5.56' SEWER FORCEMAIN' SHALL BE MANHOLE. MAINTAIN 18" (VERTICAL PLACED WITH 2' SEPARATION SEPARATION FROM W/M FROM ANY MAGELLAN PIPELINE., (INSULATE) (STA 15+80.58) t7 N c0 14 00 Q N N a0 r'7 M O N Ln N N It N N d- N O p OJ aj O Oj 00 O d1 O) 01 0) � 0 0) 0) 00) 01 Q1 m 01 01 15+00 16+00 17+00 18+00 19+00 — — G 13+00 14+00 15+00 16+00 _ r F -MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION WITH EXISTING WATERMAIN. -- ` EX GUARDRAIL i ] g EXISTING STORM MANHOLE CQ8VA37noa G------._-- G ' G 910 EXISTI •ie] e] — /- --. SNIb_7d L OL; H"S o - < SEE INSERT D -D ---�I oT RELOCATE EXISTING SIGN OTHER SIDE OF TRAIL BEGIN DIRECTIONAL DRILLING. MAINTAIN POSITIVE SLOPE OF Date License No. COVER . _ ASSURANCE/CONTROL M DATE SANITARY SEWER 8-29-16 _ SANITARY SEWER FQRCEMAIN 0a UTILITY REVISIONS 10-25-16 J~' 0 STORM 12" TO 15" REVS FORCEMAIN V) 4-11-17 TO AIR RELEASE VALVE MH 3 TH 101 WALL 1 BID z 7-14-17 X 30" STORM TEAM DATA CMW ELL NO: 215-0119 J CL 0 CROSS z 0 wILLI u) MAINTAIN 18" VERTICAL SLEEVE STORM 0 un a LL a) c) I hereby SEPARATION FROM STORM or UNDER WALL me direct supervision am a duly Licen: PROFESSIONAL EN INSULATE STA 22+60.64 the MINNESOTA 0 d- n L0 O p 00 r7 N O 7 O O m K) MN N N N O O Ln M r-, t6 N C,1 Ln O Icj a) C6 O 01 C D1 0) 0) 00) 0)j 007 0) m 0) O) Q1 01 0)0) m 20+00 21+00 22+00 23+00 24+00 25+00 RETAINING WALL TW EL 914.0 / EXISTING STM / 30" CROSS / i SANITARY FORCEMAIN CROSS' 00 0+00 1+00 _ BAN61(VIERE PARK i �*ylfl 910 900 BM , i i C T� ( : Oro -T T- I I -1 I� 26+00 a 0 900 int I I , I 1 I I Go GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Date License No. QUALITY GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com W LL M C Z Q Z J Cl)� a Z z LLIU U L) O LL Z cc _O W V W U cl) Z F= V V/ iat this plan, ,eport was or under my and that I ed GINEER under itate of MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL M DATE DATE Ln 8-29-16 CITY COMMENTS LO TEMP. CDS RELOCATION 0a UTILITY REVISIONS 10-25-16 J~' 0 STORM 12" TO 15" REVS M V) 4-11-17 N w TH 101 WALL 1 BID z 7-14-17 LIFT STATION ELEC TRANS REV z TEAM DATA CMW ELL NO: 215-0119 J CL 0 1.- z 0 wILLI u) 0 Z 0 un a LL a) c) I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA W LL M C Z Q Z J Cl)� a Z z LLIU U L) O LL Z cc _O W V W U cl) Z F= V V/ iat this plan, ,eport was or under my and that I ed GINEER under itate of MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 & IB2 613-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA CMW ELL NO: 215-0119 20 SHEET 20 of 48 NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEV WATER DEPARTMENT 24 HOURS PRIOR TO E PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HI ADJUSTING RINGS ARE REQUIRED FOR ALL I STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLEI CITY OF CHANHASSEN SPECIFICATIONS & DI PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY CHANHASSEN SPECIFICATIONS & DETAIL PI 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) 6. EXTERNAL WRAP ALL SANITARY MANHOLE E SECTION JOINTS. LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LIFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 0 25 50 100 SCALE IN FEET 1" IRRIGATION SERVICE SHUTOFF IRRIGATION SERVICE INSET NOT TO SCALE i INSET III \ - ✓ P1 ER AND I1F2t� pj� , 1 \ \ ti°y 1 \ eqs p� gp4 g30 1 1 �i�r S 0+23--� r------ 1 3 Y \\ IE -904.32 I 1 _77-7- CBE=915.5 LFE=908.3 li 1 - _ ! `� - I % NY \ OT/ o 1 \E 1g. \ GeE� 089 1 1 - R=10.5 HYDRANT -- I 1 W/,; r i HYDRAN fZ" G.V.,)PE J_ .,_-. 11 11 i 1 6" G.V.,"12"x6" TEE, '; 8" G. �/ ''-5//12"X6" REQ ,'\ --,,\ // ` \ \ 1 -1 /z ; I 1ANHOLE / \ � � \\ 1 11 N \ 9 8 32.0 -6 DIP `1 I i I I 11 FLANGE EL 915.2 ;' � 2. "5'.-6" DIP � FLANGE EL. 916.5 J '> ` \ % 07-,q LL ��g0 '.3' CO \ \\ r, _. MIi 1 j, --L- l ; . STA: 6+37.19 12"x8" TEE. / // STAT 4+72.29 \ // S\; \ _ .. d I PER :TAIL : ..-SAN .� 9� 9 A.v . - G FFysy�3 \ \ 1 � �,, �� \ \ _� \ \ \ \ - - - J �- - - - - - - - - 4 - / 12"x12" CROSS % 7F. '`28 1 / Cg 90S \ ,62 G.V.. <�F�9 s 8 „, Y,,, / �: X977 •3 \ G / 1 i i f -, >/ x / //V EX HYD ANT r, OF ATES. f 10 \ , , -' i \ / "SAN MH BEND nn s a H '1 / 0' 0 / > �<t e , ` 1 gsgx °N J, 6 b 6 e' // OXOO•-^ � � \� \ � � � "W1 F,�oj°j� © % 0 1` \r� , � 1 I, � � � '�,. HYDRANT / ` 6," G.V.. 6" �f1 / TEE, ARREL \ - $ ,Y � GO�'``i•', - i - J �� - _ G.V. - -1 (- ,, I (INTER' DROP - 22. BEND ( ) � r � \ f 10.5'=8" ( 3xo FLANG 914 O STA: 0.30 j � r �J% �/ / L• jt' 71 0 % `r' Q - - - SAN MH - - 1�RANT W II -- z _ .: I I I / F 12-x6' RE / j /. 12"x6"TEE V c". / 34. DIP z�. I I �( I I v R/ ; j f5 1 / / FLANGE i7.8Z / 2� \ ND / _ A, / ro . STA: ;9+28. / oo / \ n' A A I I Z 1 r - d I I S=1+72' 56 I I IE -904.93 I I 11.5 BEND �G 2 00 �� )`�� ti SAN MH 14 ! �� j ll t 45 j BEND j` CL (D ctj/ J O °j ii rn o! / '/� \\ - - - /� <v =904 }�1 _6 I I C6 15.1 I I CBE=915.8 5'-W2 I I LFE=909.9 Q z <v m w jZ ; , / /,. A c,� ii - / / \ g05 8 LFE=90 I I \E=E,9�5 I I I R=10.5 ( /F�0 Ce Spy S ` ,,' 7 /' ��.` !� ,` 4 \ \ \ / / �,� a°' \ \ x \ R=10.5' CB��910.8 I I l l I I / / �. <FFF.917S / / ., 1 / R� 9 '.S " / o CONNEC7F�`.. ", EXISTING -12" 22.5' BEND `= y0 �� V 5 I A R,12• I I / / / ASO' 7�3 / S Z I / ��, :' PVC C900 r 1 M C9F90S96 ��,j i f. WATERMAIN 11.25 BEND H kFF� 976 X9700 2+1 N / / ', / / 8� / / CONTRACTOR I / r `J� TO CONFIRM EX. In //TF. > //�7x i STUB LOCATION � < Z I3 / / SAN MH\ 8 v+ �C,//1 / V / / .g0 S7If ESSURVA�LVE Z a S4vTM�_6A � IRRIGATION SERVICE " EDUCINQl � PPER W SHUTOFF VALVE MANHOLE' � rr•�-,,, ;-, e' / / .� Z / / \• --------- 6 i //t % f STA: 0+95.68 B GHT TO SURFACE2'/ #. T ABOVE DE (SEE INSET 1 f (SEFpSHEET 4)/ �<``��.. Q Z G Q_ U LU OQW O N EAGLE RIDGE ROAD O O Z U Z LL o) c) Cl) 950 I I Lij J U I 950 - . _ - - -----.-..- --- ------------ -- . ......... -- - - --- -___ . _ ....... ---. J - i__ LO + + 1 940 -.-... MH 9 STA. 8+78.49 J a \r U j - 940 MH 7 MH 8 1 OFF. 0.00 .. I ;STA: 11+00.7 'OFF: Q.00 STA: RIM 917.19 INV IN: 894.09 (N ) RIM: 923.33 OFF: 0.00 RIM: 918.80 INV OUT:894 00 (S) 1 INTERNAL MH 12 DROP MH 13 930 - !INV IN: 892.89 \\ INV OUT: 882.79 (N) INV 1N: (S) 893,59 (N) j_ MH 10 STA. 7k74:98 ..-......._ _ ___-___-_ _.__ ._._ . STA:4+3$.74 0.00' STA: 3+49.25 _. - . 930 INV OU,T:893.49 (S OFF: 0;00 MH 11 OFF: OFF: 0.00 MH14 RIM: 916.29 STA:6+78.73 I RIM: 916.36 RIM: 917.26 1 STA: 1+44.25 i INV IN:894.61 (NE) OFF: 0.00 RIM: 915.51 INV IN: 896.58 INV IN: 896.58 (E) (N) INV IN: 902.03 INV OUT 901.93 (E) OFF: 0.00 RIM: 914.64 , INV OUT: 894.51 (S,W) (W) _ 920 �\ INV IN: 895.28 (NE)' INV IN:9tl6.48 (S)- - ��\ INV OUT: 903.05 (W) 920 --.... _.. 1 - .._... I _.- INV OUT. 895.18 SW ( ) - _.. - ---- -- - ----- - . .._. - INV OUT. 896.48 (� 1 - -- i J EXISTING GROUND' 5.17' MIN. COVER 11 /7.5' MIN. -4" HDPE 91 O - - -_ . ---- -- - 7.5' MIN. INISH GRA DR E _ y SEWER -11 SANITARY FORCEM FINISHED OR, I 910 1950.2'-12" C900 PVC SERVICE RISER �J 900 { WATERMAI _ - -EXISTING. G OUNO � pVC 205.0' of SDR 35 8" PVC ®0.50% _ _ 1950..2-- I „ 2 _ _ - .. ---- 900 -_..__. - SERVICE RISER (TYP.) I g9.2' 8• o 1°1 ®6 p0% C900 WATERMAIN PVC MA 120.6'1 of 8" PVC 100.6' of 8" PVC 102.8' of 8" PVC TO 26 SpR 95.T SDR of 8" PVC 26 ®0.60% 239.5' of SDR 26 ® 8" PVC 0.50% -LOWER FORCEMAIN 890 - -- . c9oD _ _50% SDR ®0 26 ®0.40% SDR 26 ®0.40 MAINTAIN 18" VERTICAL - - _ 890 LOWER WATERMAIN TO SEPARATION STORM FROM MAINTAIN 18" VERTICAL SEWER (INSULATE) (5.87' SEPARATION FROM STORM COVER AT STA 880 SEWE=R _ COVE (INSULATE) (8.9' AT -STA -9+x4 90 --------- - - - -- _ _ _ 15+69.13) 880 1 I 870 I 870 860 1 i 860 ON Ln M 7 O Ln O t0 O U7 Ln N LO C14 O °� Ln �C14 Ln ^ �° r Ln O n N of 00 O O: t° O O o O (0 O Lri If) 4 � O vi -t 6 � O 0 Nc6 N Nn N O 4 Ln ri m� NO m m 11+00 10+00 9+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, NIN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I hereby certify that this plan, specification, or report port was prepared by me or under my direct supervision and that I am duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA xw� /2",t/;? MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 9-23-16 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 do I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 21 ISHEET 21 of 48 J_ LL Cc Q f5 CL c z W M H M u'i o L0 O In > Q I- D Z mo Z a z Z W Q Z G Q_ U LU OQW O N 2 O O Z U Z LL o) c) Cl) I hereby certify that this plan, specification, or report port was prepared by me or under my direct supervision and that I am duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA xw� /2",t/;? MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 9-23-16 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 do I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 21 ISHEET 21 of 48 NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) 6. EXTERNAL WRAP ALL SANITARY MANHOLE BARREL SECTION JOINTS LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LIFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 0 25 50 100 SCALE IN FEET SAN MH 1 HYDRANT W/ m 6" G.V., 12"x6" TEE, 31.9'-6" DIP FLANGE EL. 897.5 STA: 20+05.55 I � I ZZXO� ate/ 1-2"' WA? STAB, W/ PLUG, . 12", G.V., zo p r z D 0 M 0 0 �• . Uj M LU Ln U " Lo HYDRANT W/ 6" G.V., 12"x6" TEE, `za L0 oQ 37.1'-6" DIP FLANGE. q' 7l' EL. 896.3 / '^„ P °° o STA: 17+79.89 v� SAN. MH •3 zz W C U l L f.....� .......... C. / LU \ \ S=1+70 I I S=2+50 IE=888.86 IE=896.11 CBE=901.4 1 1 CBE=907.0 I LFE=898.5 I I LFE-904.8 \ 1 I I R=7.01/ \ HYDRANT W/ W I L I 6" G.V., ,12"x6" TE i N 1 1 ry 31.3'-6", DIP I 1 1 FLANGE EL. 904.9 I STA: 14+91.37 I I I I --- ---- - ----J 8" G.V. x8" TEE 14+00 \\\� 15+0 � _ 22.5BEND \ C I 22.5' BEND \ a SAN MH 2",, I i S=1+42 �.� • p IE=888.0 h„�0 hro CC). � I CBE=899 1pO 002 00-r Cb,LFE=895. N sem. ox 0)' - l / r L 0� AIR RELEAS ALVE MFV1 ' / 11.25' BEND SANITARY SEWER LIFT STATION '' SEE SHEETS,31 X33 • �� C M t 0 _ - 1 1 �� SAN MH, 4 00 S4`N_MH 7 SA �iL 8- 11.25' BE 11.25' BEN / - SAN MH 5� r �r 00:x: I I o // S� MH 6 I- +00 I S=2+18 �S IE=894.15 I /fa 2 0�3 ! / t0 CBE=904.8 I c8 901, 75 / / SI -O �� / / LFE=901.1 I CF E�g12.3 / / /f�9p 3g _ ' / AhR RELEASE N R=5.5' I R--13 g10 1 / l � Bfag18 6,` l / S\ 00 / 'VALVE MH_„2 / - - - - 1 �rn I 0' f 81 g / / Off, / 11.25 BEND I 001 / / R,21 ,4.8 / / /f,g12 91j / 7 12,� e19j308 ��'� l � � � / 71�\ Eag / / R\2,g18 6 / / /f\1 // , I I Ui I I / / / / / / 0 3 / l Cef91p16 210, •2 m L ------J L ---j L------- - L 11 I �? - --------- - - -- - - -----/L q 1z 0+00 1+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com N W LL CC D a J CL z z 2 Uj M LU Ln U Lo 'PT L0 oQ O o 7l' 113 y V A\ °° o 0 zz W C U l L f.....� .......... C. / LU \ \ O a HYDRAN H z O U F 0.50'-6" DIP I I / FLANGE EL. 923.851 1 report was STA:' 11+63.85 1 or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of L I I _ - 1 1 �� SAN MH, 4 00 S4`N_MH 7 SA �iL 8- 11.25' BE 11.25' BEN / - SAN MH 5� r �r 00:x: I I o // S� MH 6 I- +00 I S=2+18 �S IE=894.15 I /fa 2 0�3 ! / t0 CBE=904.8 I c8 901, 75 / / SI -O �� / / LFE=901.1 I CF E�g12.3 / / /f�9p 3g _ ' / AhR RELEASE N R=5.5' I R--13 g10 1 / l � Bfag18 6,` l / S\ 00 / 'VALVE MH_„2 / - - - - 1 �rn I 0' f 81 g / / Off, / 11.25 BEND I 001 / / R,21 ,4.8 / / /f,g12 91j / 7 12,� e19j308 ��'� l � � � / 71�\ Eag / / R\2,g18 6 / / /f\1 // , I I Ui I I / / / / / / 0 3 / l Cef91p16 210, •2 m L ------J L ---j L------- - L 11 I �? - --------- - - -- - - -----/L q 1z 0+00 1+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com N W LL CC D a J CL 4-11-17 WATERSHED REV -WET 3 Q I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 22 of 48 z z 2 Uj M LU 10 U Lo L0 oQ O o ►- 113 z °° o z zz W C U LU LU O Q w O a Cl) H z O U Z LL can 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 MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM (12" TO 15" REVS) 4-11-17 WATERSHED REV -WET 3 Q I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 22 of 48 NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) 6. EXTERNAL WRAP ALL SANITARY MANHOLE BARREL SECTION JOINTS LEGEND: S - SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LIFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 \ V r TO EXISI NGH0USE9 MM"" \DURING �C AIN�'� )AND/S_A / / V ` t n m \• / r' t� \ \ S=0+82 i oa rn �5 �.. 12" GAA- IE=913.72 \ CBE=925.7� / LRFES=918.0 \�'\\=�/ SAN MH 17 I --------------- ~ FUTURE SERVICE TO BE AT MINIMUM OF 1%� EXISTING S=0+85 HOME IE=910.34 (BLANSKI CBE=925.7 PROPERTY) LFE=914.0 940___940 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION MH' 18 INTERNAL DROP FORCEMAIN UPDATE STA: WL ST 12 STA: 4+ 38 74 TH 101 TRAIL INSTALL NOTES I OFF: 930 RIM: 0.42R EXISTING GROUND w ;^ \ INV I / (E) 17 STA:1+18.27 INV IN: 896.58 (N) \ - OFF: 0.30R !INV IN: 906.48 (S) 1 ..._.�-_.1• \. -WLR INV OUT: 896.48 (SW) T? • �i 920 �7 m m01 ..�.} � I CONTRACTOR MAINTAI TG, ACCESS'/ \ V r TO EXISI NGH0USE9 MM"" \DURING �C AIN�'� )AND/S_A / / V ` t n m \• / r' t� \ \ S=0+82 i oa rn �5 �.. 12" GAA- IE=913.72 \ CBE=925.7� / LRFES=918.0 \�'\\=�/ SAN MH 17 I --------------- ~ FUTURE SERVICE TO BE AT MINIMUM OF 1%� EXISTING S=0+85 HOME IE=910.34 (BLANSKI CBE=925.7 PROPERTY) LFE=914.0 0 25 50 100 SCALE IN FEET . . SA14 MH 18_-- 5 2 25"BEND M L- -- 1 11 25BEND 4BEND) N12 HYDRAN G.V. I " 6x1%1 2"CROSS, (- FLANGE EL. 926.2 V, I STA: 2+04.74 I �� W6" G L--------- I r-- ----------- r I -__....- I.I I II s=0+7 .\ i \ \ IE=899.49 � • •\ CBE=912.6 LFE=905.3 / \ 9 X v' LQ \ \ V \\ \ r ._.� / / gO�_,,1rr •HYDRANT W/ .0: \V'� 6"< C.V., 0'4". RED., A A 6.0'-6" DIP FLANGE V ' \ 12"x8" TEE �' v EL 811.8 \ 22.5 BEND STA: P-2+00.56' r 3 G.V. 1+ 1r /I E LE R D 2+11iiI 1 I � �'GO I i / co . AN MH 15 0 05. cd r- SAN MH 16 4. (7,o) / I 1 A� 1 CO IIW u l 3 $AN MH 12 \�\ ! /i \\�\ rnfl `uU� / I \ \ / LU I I N S=0+20 I I _So0g9g-bg9 I IE=901.99 I I I o 12 \E I CBE=912.7 I I G8E"_�g062 �/ / I LFE=906.7 I I SFE' •/ a O + I R=4.5 D "' 7 J L- / O I EAGLE COURT 950950 -- -- --- -- - ..-............ _ ----------- -- - 940 940 I 930 930 MH 15 STA: 0+77.20 MH 16 OFF: 0.00 STA 1+86.56 RIM 913.42 FF. 0.00 920 INV IN:897.06 (N) RI :912.79 920 INV OUT: 896.96 _(S) INV OUT: B 7.60_ (S) -___ __ _ ....... ..... ._.-_._ I FINISHED GRADE 910 7.5' MIN. 910 COVER CONNECT' TO I - - MH 12. SEE SHEET 20 900THIS SHEET goo EXISTING GROUND 109.4' of! 8" PVC 890 SDR 35 ® 0.50% 890 195:2' 8" 76.8' of 8" PVC SERVICE RISER C900 VIC SDR 26 ® 0.50 (TYP.) WATE AIN 880 it 880 -........ -.-_.. . -- --.. _ U) I a ' W' 870- 1 870 -- - - - --------- - - - U,cn L`O',, N ! j F-+ N Of .. 860 860 to N 7 LO a) O O) Ln N O O O O) N Q1 N OOi M In 0) CO00 0) cc 0+00 1+00 2+00 PRIVATEDRIVE .B QUALITY ASSURANCE/CONTROL 950950 DATE DATE ISSUE 940___940 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION MH' 18 INTERNAL DROP FORCEMAIN UPDATE STA: 2+13.03 I ST 12 STA: 4+ 38 74 TH 101 TRAIL INSTALL NOTES I OFF: 930 RIM: 0.42R EXISTING GROUND OFF -000 ; 9,30 INV OUT: 909.06-(N}-- -- FINISHED GRADE RIM: 916.36 INV IN: 896.58 (E) 17 STA:1+18.27 INV IN: 896.58 (N) \ - OFF: 0.30R !INV IN: 906.48 (S) RIM: 919.74 INV OUT: 896.48 (SW) 920 7.5' MIN. \ INV IN: 907.17 (S) 920 --- COVER \ III INV OUT: 907.07 (N) � I I 1 \ 91 SANITARY: 91 FORCEMAIN CROSS SERVICE RISER 94.4' Of 8" PVC WAT CROSS (TYP.) SDR 26 ® 2.007 118.2' of 8" PVC SDR 35 ®'0.50% 900 180.8,'-6" 900 ---- ........... ... ..... - C900; PVC WATEl!RMAIN 890890 1 880 I j _ - .......... i 880 870 870 1 860 860 O O 00 rc0 Il1 M c0 N to N N N 0� O (0 �t O O 2+00 1+00 0+00 G.V. 1+ 1r /I E LE R D 2+11iiI 1 I � �'GO I i / co . AN MH 15 0 05. cd r- SAN MH 16 4. (7,o) / I 1 A� 1 CO IIW u l 3 $AN MH 12 \�\ ! /i \\�\ rnfl `uU� / I \ \ / LU I I N S=0+20 I I _So0g9g-bg9 I IE=901.99 I I I o 12 \E I CBE=912.7 I I G8E"_�g062 �/ / I LFE=906.7 I I SFE' •/ a O + I R=4.5 D "' 7 J L- / O I EAGLE COURT 950950 -- -- --- -- - ..-............ _ ----------- -- - 940 940 I 930 930 MH 15 STA: 0+77.20 MH 16 OFF: 0.00 STA 1+86.56 RIM 913.42 FF. 0.00 920 INV IN:897.06 (N) RI :912.79 920 INV OUT: 896.96 _(S) INV OUT: B 7.60_ (S) -___ __ _ ....... ..... ._.-_._ I FINISHED GRADE 910 7.5' MIN. 910 COVER CONNECT' TO I - - MH 12. SEE SHEET 20 900THIS SHEET goo EXISTING GROUND 109.4' of! 8" PVC 890 SDR 35 ® 0.50% 890 195:2' 8" 76.8' of 8" PVC SERVICE RISER C900 VIC SDR 26 ® 0.50 (TYP.) WATE AIN 880 it 880 -........ -.-_.. . -- --.. _ U) I a ' W' 870- 1 870 -- - - - --------- - - - U,cn L`O',, N ! j F-+ N Of .. 860 860 to N 7 LO a) O O) Ln N O O O O) N Q1 N OOi M In 0) CO00 0) cc 0+00 1+00 2+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J_ EL cc CL a J CL z � a z 2 W oC W H Ih OLfi J H IO z o z zZ O LL1 IL V � O a W >- O a O Z z Z Lo) c)O U vai 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 ,� MARK RADS11-W HVPE�� 7-14-17 43480 Date G* QUALITY ASSURANCE/CONTROL BY DATE GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J_ EL cc CL a J CL z � a z 2 W oC W H Ih OLfi J H IO z o z zZ O LL1 IL V � O a W >- O a O Z z Z Lo) c)O U vai 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 ,� MARK RADS11-W HVPE�� 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 23 SHEET 23 of 48 6+00 5+00 4+00 3+00 2+00 1+00 0+00 aX 11 I SAN MH 19 \ 1 / 1 SSW- / ) \\ \ /.3 \ / �x A \ \ /5� 49 1 A \ v v SAN bW i6 �- HYDRANT W 6" G.V., 8"x6" RED, 8.9'-6" DIP FLANGE EL. 917.4 / �E STA: 4+59.84 / ��Q� '// I r /� \\ // 11,25', BEND / r S.O P 'HYDRANT \ -- \ 11.25' BEND \ \� \ , 8"x8" TEE, _�_) W/ \ 6" G.V., 8"x6" TLE, 6.6'-6" DIP \ FLANGE EL. 925.8 \ STA: 1+60.96 \ \\ '` „ ` �\ \ \ A Eit N I 2-8"G.V. I I^ xo 0 W L-_-_ z� </ J x7 Cg 9p S \ z 2 LL O A o p+59 k11 N p \ Uj IE_gp8 < �1b� h. \ � CBE_9188 I �v v �E.9�j I v �`• �' / // IFE_g14 fi I I V A G�E'� /0 / I 0 A \ .Ok�,5. \ \ \\\\\ .> ti� SAN MH 6 -, 12"x8" S%1 MH 25` I 'y \\•. `, SAN Ml 24' + I / ' 11.25' BEND- / OFvv�x 'yam" 0�,q0 �i'9 0 25 50 100 / l � • SCALE IN FEET NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 6" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 1" TYPE "K" COPPER (SEE DETAIL 1006) 6. EXTERNAL WRAP ALL SANITARY MANHOLE BARREL SECTION JOINTS LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION LIFE = LOW FLOOR ELEVATION R = RISER LENGTH (ACTUAL LENGTH, NOT VERT. RISE (VERTICAL HEIGHT = R X 0.707 1 �, \ • • GONYEA \ \ \ HOMES & REMODELINGS \ \ \ 1000 BOONE AVE N, SUITE 400 r\ � \ \ GOLDEN VALLEY, MN 55427 \� \i \ OFFICE: 763-432-4500 FAX: 763-432-4501 V, \ •N \ ALLIANT ENGINEERING X 233 P L, A S St 300 �0 BEN----- I P 'HYDRANT \ -- \ 11.25' BEND \ \� \ , 8"x8" TEE, _�_) W/ \ 6" G.V., 8"x6" TLE, 6.6'-6" DIP \ FLANGE EL. 925.8 \ STA: 1+60.96 \ \\ '` „ ` �\ \ \ A ar ve , e Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com N I 2-8"G.V. I I^ xo 0 W L-_-_ z� J CD ___ ------ / i� F----- \ z 2 LL O I � Uj a 950 - w _........- . Z - 1 Q Imo= ` INTERNAL --____I •- .:._� r// N a Z HAWKCREST CIRCLE MH 19 z 2 Uj 950 950 ,� w _........- . .--... - INTERNAL DROP N V MH 19 MH 6 7 MHi 24TA: STA: 2+01.82 S 12+21.12 i 0 O Q 940 MH 25 STA: 2+62.59 OFF: -0.17L OFF: 0.00 _j � 0 Z _ --1 STA: 3+04.54 -- OFF: 0.00 RIM: 925.47 -RIM: 922.69 < g40 m Z Q OFF: 0.00 RIM: 921.11 -RIM 92343 INV IN:903.70 NW ( ) INV IN: 892.19 (N) wcc INV IN:904.40 (N) INV IN: 904.10 (NW) INV%IN:903.70 (S) INV IN: 902.59 (W)' N Z Z 0 W INV OUT: 904.00 (SE) INV; OUT: 903.60'(E) INV OUT:892.09 (S) Q - P INV OUT: 904.30 (SE) : J 930 I MH 26 - - ' - - 930 = Cl) _ STA: 4+45.92 1 V y EXISTIN GROUND O ~ w a OFF: -14.27E j FINI GRADE O w V) ~ M RIM: 917.30 // �� 0_ Q UINV Q OUT: 5.11 (S) Z 920U I { 920 �_ == ZII- ON . LL Ot U Q V Vi 7.5 MIN. COVERj, hereby certify that this plan, 482.5'-8' specification, or report 9 0 C900 PVC 910 was prepared by me or under my --- WATERMAIN �___ direct supervision and that I SERVICE RISER INSULATE UNDEF STORM am a duly Licensed PROFESSIONAL ENGINEER under (TYP.)CB 609 ABOVE AATERMAIN the laws of the state of of 8" PVC 41. ' of 8" C MINNESOTA /l/1/la✓i� 142.1' 900 SDR 35 @ 0.50% SDR 26 ® 0.50% 201.3' of 8" PVC 900 ---- _.. SDR 26 ® 0,550% MARK RAUSCH, PE 59.9' of 8" PVC 7-14-17 43480 SDR '126 ® 0.50%" I Date License No. i ( I QUALITY ASSURANCE/CONTROL 890 890 BY DATE j DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION } ! 880 I 880 10-10-16 UTILITY REVISIONS -- --- - - ------ --- - _.._ .... .......__ 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 870i 870 6-16-17 UFT STATION PAD AREA REVS -____-- ------..._- ............... ._..-.-_ - ..-_._.-...... ._-..........-.-. _--_ - 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR 860860 DRAWN: ELL PROJECT NO: 215-0119 . N Lr)O O N O� 0) m 0 -CD 00 O N m u; 7 N � m 0) O) M N m Ol N 24 24 48 4+00 3+00 2+00 1+00 0+00 SHEET of NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -3.3' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE B618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE CASTING 301 48" DIAR-3067-VB 601 48" DIA R-4342 302 24"x36" R -3067-V 602 48" DIA R -3067-V 1 CBMH 401 I` 1 603 24"x36" R-306, , 403 48" DIAR-3067-VB 604 48" DIA R -3067-V 404 48" DIAR-3067-VB 605 48" DIA R-4342 405 1480 DIA R -3067-V 1 60627" DIA R -3067-V 406 27" DIA R-4342 \ V -' 1 1 1 I NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. 0 25 50 100 SCALE IN FEET 10+00 -we 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com \\\ J / ;' D \ 1,10/v e apt/ 1 CBMH 401 I` 1 PED RAMP �/' J 4'_.� p 30 FES 600 i / P -RAP \ \ V - - I \ 1 1 - 7 1 I START 1- 8 { I 1 TO ;" 10 TRANSITION SURMOUNTABLE / \ ' v� v /A� � Y CL3 \ V -' 1 1 1 I CURB GUTTER " 1 i / RETAINING \ 9 1 \ 1 I 1 I I 1 STA.4+85.67 WALL \ \ 1 \ 1 ;--.._ T, -L.-_= I CBA4H.403> I \ 404_ TO ART 2 SUR /0' ° \ v / v MH 601 \ \ A V A 5' SIDEWALK 1 1 I V A ` - ...... _ - - �- -, \ \ -CBMH - / CU f STgRe �OUNgS/� / RETAINING x2� U q4e ON / r WALL \ ,N 9gR F, r -/ \ \;. �,� 1� 5 \ \� 5+_00 _.._ o \ ~,..: > eqg i° \ / l \ \ < ', 6+ 7+Od �. ( - { -- _ o>_ 3 _. +..+ \ S/OF / /' S ° R 10' BITUMINOUS TRAIL 'r / i / , CSU - SRR Jar y t ti, p _71 , - s I- :CBMH 405 I �. & G 3 (/ ti F q• x F FS O"8S cR r i f t ," r i i - - J BMH 602R/p _ Cn a I - it L- 1:53 SEE INTERSECTION pETAILS (SHEET I 0 I " <` F / 8 q 0 >> 30) ��''� ��'. " Cr CSS t Ce jet t t" t x r j t jt ;t Ji P1 ,•tl ti I t \ \ 2 I R-250.00 I � PC: I r r \ R/ t� 1 0+91. I } OfG 'Ny I �' L�158 ... /Y .,,,2x0. c-^ 01 L l f f � , f' r t i °' CBMH'Cst03 \ i T \ - _- I _ _ I _ I - • �, - 30 18 45 0 '• `r �Q 4-L,30-4`45;' I/ '� 2S ti R=3 ✓ ? ( v; / 1� \ .. \ I^. CB 406 O.QO .i I SURMOUNTABLE /,i \ \ ..... �� Z / \ \/ CBMH 604 , \ \\ \\ I I V / CURB & GUTTER 0_ ,, / �.i3. Xp / y 0 /-f- // I / / / PED RAMP L)LU 2 Z 1...." l i / Oyu t '- SEE INTERSECTION `= \ SO \ \ L C PRIVATE DRIVE, / �., " / / ` / C`& PAVEMENT SE PER / DETAILS SHEET 36 ( ) Vi OW that this plan, _ �' / 6 CITY DETAIL 5209 / / STr 2 ' 1, i ,/'' ' / CxO CBMH 606- / 1 -1,4 me 2+1 / / /0 70' N ' / / / / S direct supervision 141- , 2'3 2924 17'/ MCB,605./ am a duly Licensed PED,1' v ,RAMPL=91.58 <��oc/ O , R=300.00/ the laws of / 0 MINNESOTA xw / l CBMH +4 $�u9111+�Y+34J+15.00 EAG I 0 OAD PVI STA:3+00.00 QWW16159BLV: 917.51 PVI ELEV:914.67 K 40.15 i PVI ELEV:917.75 K 30.00 950 RI 2 2 �®I �T�,.9+60.00 I NV PWV' B�1:�17 LVC: , 9 0.45 W J v LVC 90.00 I 950 O) N • ----- ..__ NV._ oU1F.9®9428 (N) _ ___. _.. _ _ N _CY) c0 _ 00 d � _ n I .-_.. _ O o __.. � __. o u ___ __-_- .... .-.-.__.._ . __.... ____-.- .-.-...___. .........:... ----_ _ __- _- - -- _ of . to N O LVC: 90.00 I - �.� u'i O tn o J r vi r d- u7 - o acn o� on LO > aUj � 0 � M N 940 &i M > > C) + + w TA 6+02 1 CBMH 403 STA:6+24.24 w > °' � Q J a I.- ``' > w > °' 9 40 m _ ...__ > G > > Co - - F� t 5.5U RIM: 916.33 --- - - OFF:15.50R -- - '<t- NI' 0 v) U) -- _ -- - - --- - - -.---- ---._.-._. CBMH --- 301 W INV IN: 906.5 E O RIM: 914.51 INV IN: 907.68 (NE) � STA: 0+86.11 OFF: 15.50R CBMH 604 INV IN: 906.5 (S) INV 9UT:901.98 (NW) RIM: 912.83 930 STA 9+66.89 INV OUT: 906, 8 (W) CBM H 404 � INV IN: 908.55 (S); 930 --.-.... OFF."1 R � 5 50 _ - -__ RIM 917.78 - --- - -------- B 603 � __ _ CD - ..,. --.-- STAe5+69.43--- ------- n .._ - _ _--- __ __ ----- { ____----- --_...-. , _- i s INV OUT: 903.35 NW _ (, ) INV IN 910.2 E O 815.50E o a, + OFF: RIM 15.50R 914.23 + a m� o INV IN 908.1 S O FF: II INV ;IN:909.60 ( I rn 920 INV OUT: 90788 N � 4 ( ) • 3 q �< IM: 916.14 NV OUT: 911 4 W � I ( ) INV OUT. 909.50 SW a cn - ----_i I O n 920 v� w I I _ i Uj - 0.6 5% 1.60% - -1' 0% 2 .Co w J _ i ; EXIS ING GROUND 91 0 --.�_, �_=: ,.-._ T ` � � FINISH GRADE ' - I - -- E1 -_ FINIS ED GRADE - _ ` 910 R 7.6' f15 R _ CL -5 050 CL -5 ®1 10% i CL -5 ® 0.40 55.1' of 15" ( CL -5 ®3,30% RCP- �f , --t -J 900 _......-------- - •..---- ---- _ I: _._- EXISIlN�.G.OUNO-----_ - --- ..: - - __ _ 900 r _ - --- _ \ ` I ff CBMH1405 ST CB 406 I�--T/ / I ' `-CBMH 60 \ _ - -� \ STA: 5+6;9.13 OFF: -15.50E RIM: 914.23 R:1+60.64 j OFF: 0.00 IM: 915.50 CB 302 CBMH 301 8.90 FINISHED GRADE �� IN,V IN: 910..44 {SE) INV OUT: 911.75 (NW) I STA: 0+81.65 890 CBMH 60 ( 4 _� \ \ _. __ _ EXISTING GROUND i CBMH 403 _ ---. INV OUT: 910.34 -,�`\ __, NW FINISHED GRA ( ) DE OFF: -15.50E RIM: 912,74 _ FES 300 I `\ MH: 601 (4 SUMP)'F:i ' CMH S 401 A:2+72.61 UT: 908.79 {N) STA.0+86.57 CB 6051 \ STA:1+76.62 00.00 CBMH 404` 31.3' of 15" INV IN: 903 (SE) RCP 880 FINISHED RA GRADE STA:0+80.23 OFF: 0.00 \ OFF: 0.00 RIM: j I 899.00 IN: 895,19 (D) 1192 _ HDPE CL -5 ®0.76% - _-.._ 880 EXISTING GROUND _ RIM: OUT: - - INV OUT: 910.55 (W) \ IR�IM:90200 { IN: 899.32 E) 13 5' \ I IN IN: 895.19 (SE) 31.0' lof 15" RCP ® 1.09% j 5 .0' of 15" RP C -5 ® 0.62% 72 INQt OUT: 894.33, (W) \ / /V12'15 of IN OUT: 894.44 (SW) CL -'5 ®2.40% �. SANITARY WAT CROS 3----4 870 - --- 80.2' of 15" RCP N.�2 °f ® H 5'109, \ \ j - ®5'009,Lip j -1 - - EXISTING' GROUND _ _ _ - ,- FORCEMAIN CROSS WAT CROSS - - ----- SANITARY 1 FORCEMAIN - CROSS 870 SANITARY ® 0.40% ARY STA: 6+096.50 SAN CROSS- FORCEMAIN INV IN:894.00 (E) 1 CROSS 860 ; WAT CROSS 22.1 of 18" RCP I 860 toN M O Op I") c0 aD r,.� .0) d' � 70 r to N N O CO r7 O O O NO N M" r tnN LO r7 to Ln ON u7 rr c° L r �r LO r r rr LO O c° N N 0) °j r -i pp O `- C14 r d- 040) (6 0) 0) 0) c0 00 °� 6 � r ui O� O m m 0) O 0 to O t 0) O d- O- 6 Ln O r N �� r N N N � N � �� 0) L 0) m� 4 d) � M N 0)0 Cj °� °� rn � � �m � � �� 'm � 10+00 -we 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE CONTROL BY DATE DATE ISSUE 8-29-16 TCITY COMMENTS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB 6 - PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 25 ' SHEET 25 of 48 J FLO CL Z Z u) J a Z LU W W LU N V Cn o `0 O � i ~ cc °' o Z O Z LLJ z O I� Z_ U Z a D aN Z LLJ O NW H L)LU 2 Z O O In Z a O E -- LL Cn U V Vi I hereby certify that this plan, specification, P or ort was report 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 xw MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE CONTROL BY DATE DATE ISSUE 8-29-16 TCITY COMMENTS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB 6 - PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 25 ' SHEET 25 of 48 STA 17+06.29O t- (� �� 'OFF7.o2R NOTES: c:D m \ I / I I 1 \ % f ` , / \ �, \ \, • • RIM: 895.81 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO z --I / I I \ i B \ \ /� \ INV OUT: 889.00 (SW) SHALLINSPEED AT PROVIDED OWNERS 0 THE NCITY.AND A CD/DVD Q 5 900 _INV 885.70 (E) - 900 O Z /' I -- FES 1102 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) C7 / STA:0+00.00 SANITARY ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE W I Yo I 1 ' I I \ \ `' w T fl 0 m l \ \ \ 1 FORCEMAIN C MH 9 D 12 CY CL i \ �/ ``1 / �} \\\\ • • RIP RAP STRUCTURES. Z I CB 616'( I \ INV IN: 8o92.00 (NE) CROSS 890 3. CITY INSTALL DRAINMUE DE AT CATCH BASIN AINTILE TIONS PER FES 1102 / I o FES N I PC. l `r \\ \ OFF: 0.00 N I y ti 1 900 6618 RB & r —� \ ----- - --- -- —"" "GONYEA -- CONNECTIONS TO STORM SEWER STRUCTURES SHALL / I FES 1002 SURMOUNTABL I 7, / — — ` — _ — GU — HOMES & REMODELINGS 40.9' of 42" RCP - - FES 1100 BE -3.3 BELOW RIM ELEVATION AT CURB. �Z , CB H 901 CURB & GU I PED RAMPS CL -5 ®-7.33% OC" 001 L _ _ _ STAjj (06.93- - / INV IN: 885.20 (W) 4. ALL INTERSECTION CURB RETURNS SHALL BE 8618. / o `�TO 19 24 11 L — — CBMH 613 / A / 1 r 1000 BOONE AVE N, SUITE 400 5 SIDEWALK ^s a — " / GOLDEN VALLEY, MN 55427 f 70.5 of 42' RCP /' MH 1101 / f-' ® 0.71 % 880 5. TlE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED - o % / W OFFICE: 763-432-4500 880 CL -5 END SECTIONS AND STRUCTURES. yr I _ RID 14+00 r' - FAX: 763-432-4501 SAN CROSS m - 3 +00 I 15+00 _ I ----- 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & , I - R A - -_ / L=91.58 WAIT CROSS LIGHTING LOCATIONS. /, _ -- ..__. 1300 / CBMH 607 A=17'29'24" 1 1 N L a� , k00 i _ _ _ - - - -_ - -N _� - ?; \ 5' SIDEWALK R=300.00 870 - _ - = - CBMH 606 - :m B618 CURB & j 0 _ - CBMH 902 i 0 �A 1 CBMH 604 Ln n o m az END 8618 CURB "� V v , I I GUTTER . �L 97.25 0 00 o �" GUTTER / a STAF16+66.93 / 00 rn (orn g� CS 904 \ FES 1100 - 4-1$'34'21" T I co m co oo _� I TO 17+50 - -R / \,"_ o �0 a A L L � A iv STA• 19+ 4.00 \ I _ - /Y 1 N �N \ .._wq ,i ENGINEERING v FES -._1100 V � � ��dd L-218.36; RIP RAP — — — — — —� %7 A-1— . R'I / -r _ A-50'0241" 38 CY CL3 -� .- _ � � I 4 _ STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE I CASTING 604 48" DIA R -3067-V 901 48" DIA R -3067-V 605 27" DIA R-4342 902 48" DIA R -3067-V 606 48" DIA R -3067-V 903 48" DIA -3067-VB 607 48" DIA R -3067-V 904 24"x36" -3067-VB 613 48" DIA R-3067- 614 24"x36" R -3067-V 1001 SEE DET SEE DET. 1101 72" DIA R-1642 -h . _ e_oe•s�e•zerw �_ uar„- \ rl I •' r� \ A �1I I rIl IS` TAR T o/ 233 Park A ve S, S t e 300_ cR,25o eo- r To�u� ur/r �� Minneapolis,MN 554151 T CU GRETAINING U / 12+ -iM — ___ WALL 5357 00 + 612.758.3080 MAIN 612.758.3099 FAx (a WWW.alllant-Inc.com/ INTERSECTION O ILS (SHEET 30) TION� -CB�05R=300.0001 1 �n I . v 1 / / / r — I I I / � / MOUNTABLE. /� . RETAINING � � ��o�a \ \ I I %C I I / / / / /A:1'1+52-28 Cw I i' / ` 'WALL ,� / l y- �— vn/ �AV I Ul I I / / / / / / / / 1 LLJ J NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -3.3' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE 8618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH N0. I SIZE CASTING MH NO. SIZE CASTING 402A 24"x36 R-3067- 401 60" R-4342 4028 1 48" R -3067 - PVI ELEV:914.86 PVI ELEV:911.59 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. S X91 --__j L I, * . O �\ \ \ RIP -RAP �� 602; // /� /� 14 CY CL3 00 RETAINWALL -! X10+00 ' FES 40 N v/\> 0 rr -T- - \ CBMH 603 / / / / / \V CBMH' 4,01' \ 00 G'\ / CBMH 40 r ----� RETAINING WALL / \ \ rn 15' SIDEWALK, L-, CBMH 404 \� wL� I CEtMH 465 V �I \ \� �- START 10' TRANSITId\ C H 402A to \\ , \ I` 4 \ CB 406 /"' \ \ TO -SURMOUNTABLE- \'�\ \ CURB & GUTTER \ / / .' \ STA: 0+31.92 , �9 fff \ 10 v -- o I \ �0 QE� Rt -� 2+11 I 3 n 1 �o �. LEC � I BRED RAMPS r / I o k I I A'� / I I CD ), Z WL- , I Q r`, �� _ -+ SURMOUNTABLE , -------------�GURB G \ ---�_ 5 L- ---- 1L \\ \ �0 UTTER I ,% &! 0 25 5 100 �� : , _11 L=54 60 �I' I 4 20 51 2" 402A \ - - �' - L-96.33 SEE INTERSECTION I it �I R-150.00" _ fl I �� / • / SCALE IN FEET L.- 2+Ot1 DETAILS SHEET 30 I III START 10' TRANSITION I / R=300.0089" ) I CU SURMOUNTABLE i CONNECT EXISTING DRIVEWAYS TO - PC: �+ 9,2 CURB &GUTTER I w OUTLOT B/PRIVATE DRIVE. CONNECTION I STA -:0+36.3k' -I I TO BE COORDINATED WITH I I I I , % Y EXISTING HOMEOWNERS. ACCESS TO w 5' SIDEWALK EXISTING PROPERTIES MUST BE MAINTAINED DURING CONSTRUCTION. I L - - _ - -._! - �I i ` oIi i RETAINING WALL - - - - m,+I ----------------- yi 11 I G)I I J 950 I O j i I - ---� . . . . , i 0+00 1+00 2+00 3+00 4+00 v W 2+00 1+00 0+00 PVI STA: OBAG L l COURT I CB 402A -FES 400 J PVI ELEV:914.86 PVI ELEV:911.59 940940 K: 26.99 K:11.89 ........... _ ...._ .. 930 950 930 -- ------------- • CBMH _402 950 Z r_1 CB 402A STA: 0+86.00 °N -_.. STA:0+00.00 Z OFF: 0.00 u7 r2� w n OFF: 0.00 RIM: 911.301 Orn 920 RIM: 911.39: rn INV IN: 907;17 (E) INV OUT:907.69 W) _ , I -N -V OUT:9Q6.67_(W)--_ - -I___-_____- _ OCn -_920 CBMH 401 Z U - U (n LU U O w U W/ 4' SUMP 940 W > ' > w> °' 2+72.61 ZLU w CB 402A 940 H LL �� FINISHED GRADE OFF: OFF: 0.00 I hereby certify that this plan, 910 report was STA: 1+50.81 RIM: 899.00 direct supervision 910 - - _ PROFESSIONAL ENGINEER INV. 1N: 895.19 _I OFF: 45.50R State of MINNESOTA 'VIN: 895.19 (SE) FES 400 MARK RAUS/ FRIM: 911.39 IN V OUT: 894.44 (SW) ST IN :3+85.57 IN: 894.00 (NE) License No. QUALITY ASSURANCE/CONTROL " RCP �WAT 1 DATE ISSUE INV OUT: 907.69 (W) 930 900 86-5 CROSS CDS RELOCATION 8 REVISIONS 900 --- CL-- ® ;0.60% - --- -- oA ----------- N72 - CBMH 4028 NN ON ®1 o+° SAN' ROSS -;""4 -- - - - I EXISTING GROUND OFF: 890 113.0 of 27" Rc 890 > 0-0.39% 880 C" 920 U)w 880 870 907.17 (E) I> 920 870 M M O I') L0 Lc)p r, (D " Lr) to 04 C14 00 O) 00 O(6 m 00 Lo m O) 00 00 L6 m a) ( 00 00 M 00 00 000 a0 00 0) 00 00 00 00 FINISHED GRADE 4.4 I 0+00 1+00 2+00 3+00 4+00 v W 2+00 1+00 0+00 0+00 1+00 2+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com PVI STA: OBAG L l COURT J PVI ELEV:914.86 PVI ELEV:911.59 K: 26.99 K:11.89 O M LVC:39.87 LVC:73.84 950 Z 950 Z r_1 (0 mm N °N -_.. Z u7 r2� w n N MW Orn + rn + rn CD °° o Z O 0 OCn U Z U - U (n LU U O w U Q 940 W > ' > w> °' m ZLU w CB 402A 940 H LL �� M I hereby certify that this plan, specification, or report was STA: 1+50.81 or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under OFF: 45.50R State of MINNESOTA HVPE� MARK RAUS/ FRIM: 911.39 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE INV OUT: 907.69 (W) 930 gN 9-23-16 ITEMP. CDS RELOCATION 10-10-16 ILITILITY REVISIONS 930 0o d CBMH 4028 NN ON o+° STA: 1+25.27 I OFF: -37.46L > RIM: 911.30 + C" 920 U)w IN IN 907.17 (E) I> 920 INVOUT: 906.67. (W)a> < N W (N Lw -3.00 FINISHED GRADE 4.4 I .00 910 STA - 1+96,56910 -ELEV - 913.16 10.73% \\ ��, 900 c -5 ®0,6o0P 900 _ - I __,.�EXISTING GROUND 890 I 890 (n N r- L O� O) N m N O r O O N U Cj U m m O O) Do co O 00 0+00 1+00 2+00 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & 182 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 27 SHEET 27 of 48 Cn J O M Z Z a Z I LU W MW Lo V Lr)O o °° o Z O zz OCn U Z p C z O w Q W �=N ZLU O O H LL �� U 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 HVPE� MARK RAUS/ 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 ITEMP. CDS RELOCATION 10-10-16 ILITILITY REVISIONS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & 182 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 27 SHEET 27 of 48 ,... I I SEE INTERS ON DETAILS EET 30) 8' BITUMINOUS TRAIL O I SURMOUNTABLE CURB &GUTTER CB 806 L=61.29 5' SIDEWALK A--35'07'04„ L t Ji Y" CBMH 805 R=100.00 f �� "START 10' TRANSITION / CBMH 804 / TO SURMOUNTABLE / _ J ( CURS & GUTTER 3 b0 +3 90 / /- A.' _a NU CB 612 �\ J / ,A PED _ _ r / AS RAMP - t ° e Lill t 5+00-' ir' II I L=221.42 � \�(%0� �._ ' y i A--50 X4'45" �,7 G'• -A-\ � ' �,� i � 1 II� II R-250.00 r � 4q, \ CBMH 611 0 CBMH 8036' L L=55.67 0 /4--3336'47' R� � \�• A � � I I , "' / / 'f �'`1 R=100.00 - it \ } i ,i 1 /O � 1 - 1 1 I ` \ START 10'/ ANSITION, PC: I+ 1 - `� V A I / TO S OUNTABLE I> Cq & GUTTER �TA: 0+33.12 II G / I EI INTERSECTION . 18ILS (SHEET 30) \ d i \ - 57 \\PED RAMPS" \C r I _+ 1 E II 1 M a I RETAINING WALL OJ SEE INTERSECTION - DETAILS (SHEET 30)/ ---- \\ \ / I 9 L - ' BITUMINOUS /TRAIL RETAINING WALL I _ \8 \ I I CBMH 801 CBMH $\ + II O , / A FES 800 \\ \\ 13100 . . �� \\RI P RAP ��, \\` � �� - �1�' 0 20 10 5 12 CY CL3 - 1 � SCALE IN FEETLUVV PVI STA:4+45.13 HAWKCRESP CS :> +. T PVI ELEV:916.29 PVI ELEV:928.52 K: 9.88 K: 11.23 NOTES: LVC;111.90 LVC: 9 0. 00 950 950 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO - o,0 ro o n O O INSPECTED AT OWNERS EXPENSE AND A CD/DVD CBMH 805 0 STA: 4+96.77 u+., OFF: 43.02R RIM: 916.50 940 INV IN: 911.86 (W) INV OUT: 911.76 (NE) " O � CDa) N +0) 0) 930 1I 11 Ln >" 11 > bi (n U2__ J._ 920 4.%Zq U� SHALL BE PROVIDED TO THE CITY. +rn 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE > m EXISTING GROUND o 940 STRUCTURES. MI ocn0L !MH 804 A: 4+51.81 F: 119.0213 EXISTING GROUND CB 8015OFF:-0.00 RIM: 916.00 (E) U-) N m M 6+00 ( �I CBMH 611 ce) 870 STA:0+10.00 INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER STA: 0+33.12 +rn+ 04 48" INV OUT: 912.05 48" DIA R -3067-V 802 48" 38.7' of 15'" HDPE 860 N12 ®'', 0.50% U-) N m M 6+00 ( �I CBMH 611 ce) CDCD N 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER STA: 0+33.12 +rn+ 04 48" CITY STANDARD DETAIL 5232. DRAINTILE 609 48" DIA R -3067-V 802 48" DIA R-4342 CONNECTIONS TO STORM SEWER STRUCTURES SHALL OFF: -15502 0 ° ° 611 BE -3.3' BELOW RIM ELEVATION AT CURB. 804 RIM: 924.70-1u DIAR-3067-VB ii 48" DIA R -3067-V 805 48" INV IN: 920.74 (W) QwQ� 930 4. ALL INTERSECTION CURB RETURNS SHALL BE 8618. INV_ OUT: 920.64 (NE) n W` w 702 - - - 703 27" 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED _ 1.40% - - - _ U) END SECTIONS AND STRUCTURES. 0 0 Z FINISHED GRADE I1 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. M 920 W Lo �- --4! 0 L0 O STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE CASTING 608 48" DIA R -3067-V 801 48" DIA R-4342 609 48" DIA R -3067-V 802 48" DIA R-4342 610 24"x36" R -3067-V 803 48" DIA -3067- 611 48" DIA -3067- 804 48" DIAR-3067-VB 612 48" DIA R -3067-V 805 48" DIA R -3067-V 613 24"x36" R -3067-V 806 27" DIA R-4342 702 48" DIA -3067-VBI 703 27" DIA R -3067-V CBMH 802 WAT CROSS INSULATE UNDER STORM - CB 612 ABOVE WATERMAIN NOTES: STA: 2+11.68 OFF:2+1 890 1. ALL CASTINGS SHALL BE NEENAH - - -- -- OR APPROVED EQUAL. RIM: 901.00 \ - INV IN: 897.01 (W) EXISTING GROUND 764- - INV OUT: 896.76 (S) SAN CROSS N 3 of - - - MH 801 �2 ® 5 STA; 2+74.05 .i-- 880 OFF: 0.00 i RIM: 898.50 INV IN: 893.64 (N) IFES 800891.06 (E) 62.4' of 18" HDPE -STA: 2+97.15 870 N12-® 5.007. INV IN:891.00 (W) 25.3' of 24" RCP [r CL -3 0 0.25% M 00 O"" to O I j to "' O, pip c0 c r7 W In t N ad GD r, d' d1 N r N N N r- Uj N O I� M N M r O O N N Cp ad N N 0) 0� 0) O 07 N Q) 0) CDO) N 0) 0) O 0) N [T 0) 01 5+00 4+00 3+00 13Z 2+00 1+00 O O . to 0) � N rn 16 101 4+00 3+00 2+00 1+00 0+00 1 C70 STORM 12" TO 15" REVS 1 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE B-29-16 CITY COMMENTS 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 J 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA MPR ELL NO: 215-0119 O Cr. 13Z Z U) J CL Z W W M W Lo U 0 L0 O CC G J ~ °° o Z O zz O Z_ V C_ Z O Z wJIM Q O w N F, �- LU �2 N Z W o OLL a O I� 0 U U Vi 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 "w� // MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE B-29-16 CITY COMMENTS 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA MPR ELL NO: 215-0119 28 SHEET 28 of 48 MH 201 - - - - , _'�- EXISTING GROUND STA: 0+10.00 910 OFF- 0.0o 910 ------------ RIM: 907.50 -- FINISHED__GRADE____._ NV OUT:903.80 (E) 83.4 of 15 RCP 900 CL -5 a n 4r% FES 200 900 880 rw4izwILU CASTING SCHEDULE MH NO. SIZE STA: 0+16.50 MH NO. SIZE CASTING OFF: 0.00 27" DIA 910 \ RIM. 907.36 910 FES 102 \ 4' ORIFICE - 903.24 . STA: 0+05.00 \ WEIR - 905.70 101 OFF: 0.00 INV IN: 903.24 (SE) 703 V OUT:903.24 (NW) \ INV OUT:900.50 (NW) RIM: 916.50 \\,EXISTING GROUND 27" DIA R-4342 900 SEE DET 90C 11'.5' of 12" RCP \ CL -5 0 0.00% INV OUT: 913.76 (NE) _ INV _OUT: 911.44 (NE) _ FES 100 EXISTING GROUND 0 STA: 0+40.12 890 23.6' of 12" RCP INV IN:900.20 (SE) 89C CL -5 @ 1.27% i _-rr' .I z 3 m RIP RAP 8 CY CL3 CCC 1AA ' r� ,r i 0 25 50 100 / . ` ", ✓ ' SCALE IN FEET STORM SEWER 500 - 502 OCS 501 STA: 0+24.23 OFF: 0.00 910 RIM: 898.90 4 ORIFICE -895,80 WEIR -896.40 INV IN: 895.80 (SE) INV OUT: 892.30 (NW) g00 FES 502 STA: 0+-15.00 OFF: 0.00 V OUT: 895.80 (N W) 890 9.2' of 21" RCP CL -5 CSD 0.00% 45.0' of 21" RCP CL -3 @ 0.67% 910 900 EXISTING GROUND 890 FES 560 STA: 0+58.96 INV IN:892.07 (SE) 880 OG OA RIP RAP RETAINING WALL .. ' ' ' ' ' 11 CY CL3 ` ~ \� FES 500 <�\ % i \ OCS 501 a !/ c v / baa A, CBMH 702 OCS 701 I I f9 � . . CBMH 703 L - - - - - - - FES 502\ _.. \ .\ \4< . �>�---------- FES 700 CB 704xoo RIP RAP, ��+�/N� j / RETAINING WALL 10 CY CL3°yam 3D7- \ t \ \ �;00"- �� I r- RETAINING WALL) I \'o I I r Jll NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER S'RUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE 6618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING MH NO. SIZE CASTING 201 27" DIA R-4342 701 48" DIA R-4342 STA: 4+45.55 702 48" DIAR-3067-VB 101 SEE DET SEE DET. 703 48" DIA R -3067-V RIM: 918.45 RIM: 916.50 704 27" DIA R-4342 501 SEE DET SEE DET. 920 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. STORM SEWER 700 - 704 960 960 W1Z41 930 920 910 M M MOM 001 5' of 18" mrn rnrn rna �� Zvi �o aJ o6 a7 (O -t 4 tM ,+j c0 (6 O 0 CDO 0) 0+00 1+00 0+00 1+00 -1+00 0+00 1+00 2+00 3+00 FES: 700 STA: 2+91.64 INV', IN:894.00 (SW)890 4+00 e] N GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 iftall ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I 930 -- CB 704 --------- CBMH .703 CBMH 702 ------ . . J .I STA: 0+10.00 I STA: 0+35.00 STA: 4+45.55 OFF: 0.00OFF: 0.00 OFF: 7.1 SIR LLO RIM: 919.00 RIM: 918.45 RIM: 916.50 INV OUT:915.05 (N) INV IN: 914.98 (S) INV IN: 911.54 (SW) 920 INV OUT: 913.76 (NE) _ INV _OUT: 911.44 (NE) _ EXISTING GROUND 0 Z -- Q FINISHED GRADE 25.0' of 15" HDPE Z - 910 N12 ® 0.28% CBMH 701 WAT CROSS 13 \ W/ 4' SUMP F_ 90.4' of 15" RCP 9 8 \ STA: 2+65.16 Z CL -5 ® 2.46% N7 of 2 OFF: 0.00 Uj W SAN CROSS J ®>90�OpF RIM: 904.00 INV IN: 900.39 (SW) 900 ____. _____ ._._. ___. ........ i- ____ -__ ___ _-.. . INLV (11.1T•.RQd (NIF) 5' of 18" mrn rnrn rna �� Zvi �o aJ o6 a7 (O -t 4 tM ,+j c0 (6 O 0 CDO 0) 0+00 1+00 0+00 1+00 -1+00 0+00 1+00 2+00 3+00 FES: 700 STA: 2+91.64 INV', IN:894.00 (SW)890 4+00 e] N GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 iftall ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J LLO a 0 Z Q Z F_ (L Z CC Uj W W L U Cl) Ln O JI_ M0 Z O LLI Nz O Z Z J:2 VG °D C` a O Q w OLn w(/) �i NW Z O� Lo � o� U N 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 MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 29 SHEET 29 of 48 141 . C c 0-1 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com // / SURMOUNTABLE 5' SIDEWALK- CURB ¢c GUTTER TC922.58 a, :.41 M In GUT922.58 / � l ,� , , I ~ O M V) INI 10 B OUS TRAIL-,. w z g� 3 PED J / 3ry __. SURMOUNTABLE I! "1� O 4a f C,4 X9'15., TC922.4/� �a / r'� 6 B"! CURB &GUTTER MATCH E ISTING VJ Q -- - -- �\ 916.3x f 17.3 v\ R,3p ,g3 ' GUT922.47� 000 X00 cep �� rn U i /y�, 0 r� 5' SIDEWALK EI?: 25+61.19 + e y k/ I t �� i_ N _ cs17.4 LP v m R �' / o A 8618 C&G 9 / g23 RETURNS / / I . �; -� / �� p 0 0 B618 C&G 3 7� PE RAMP +00 O RETURNS m D' Q > 979 I ti"` G `- / __ / TAIL, RIDGE ,�� N'�� I O I I TC120.50HP 91a.s5 xCNTER o I I �� 9 iV I I �% TC92185 �� / g22 / �` / / % �" -� + -tic��j °j� x �' __ �� I 00 (n Z 1 TC918.0 1 I '1 GUT921.85 9 C7 '� R30' _ I 1 PED RAMPCL / G°'� ,t 1 L II - - ti �. A 7 n TCx 918.2 GUT921.74 / 921 �5 -- -- 8' BITUMINOUS TRAIL \ m 1 1 TC918. 4 GUT918. 4 \ �' 1\ 111 5' SIDEWALK / ' \��\\..\\� - - 0 I ` �'i -- Ij-a.- ---------- 919 PE6 . AMP ,% r T 918.91 CURBMOUNTABLE // & GUTTER 92Q,./ ._.._ / l 0 � I � I 91 O� I �G i �� GUt918.91 / �qv- f C �G p 979 1 / / 919 : I a 6 r S RMOUNTABLE CU B & GUTTER / o f J : r / I XISTING O� MATCH E� I xl� f a R .B 3A' -'f \ REDTAIL RIDGE / HIGHPARK CIRCLE REDTAIL RIDGE / GREAT PLAINS BOULEVARD (S.H. 101) � r 5' SIDEWALK 1} 2 f, 1✓� /i NOTES. N �� .� W \ i / 6.63 21.5 < 1. ALL CURB AND GUTTER GRADES SHALL BE AT A MIN. OF 0.5%. iter' ✓ \ 3 aT y T' \ 2. ALL INTERSECTION CURB RETURNS SHALL BE B618. 0 10 20 40 / \ a ��;' �1 � // + �G 13.0 /\ ,'• co k \ \ / 3. SEE SITE, LIGHTING AND SIGNAGE PLAN FOR ALL STREET AND LIGHTPOLE LOCATIONS. SIGN \ / \ HIGHPARK CIRCLE 4. SEE CITY OF CHANHASSEN STANDARD PLATES FOR ALL DETAILS. SCALE IN FEET ` / ( \ ,"--==' SURMOUNTABLE I I CURB & GUTTER I / 20 ✓ - frog: I \ L�•. �+- , / g�`ti. / 11 5' SIDEWALK I R W 1. 3 0.63 21.5 _ Rkh Q 31 0 I BSB GI ,9 `9!j P 24.02-i- 0 921 \ \\ - -._ �i ._ I 912.25 �1 I L CENTER i - - - - - - LU 10' BITUMINOUS TRAIL 922SURMOU\ \ v _ ; ( / +/ / 1V - P� I I L \ TABLE / CURB &NGUTTER ._ ._. r-_ / / A �. U G I CL 08LP N I �\ _ ------- R \ ,, 6• 923 � 91 Lu O a I 92 J I l \ 1`Lr T �^ C'S / .._ - TC916.82 ' o / h 6 �G9-'' a / / / O0 I OO ��? \ O 2 / i Ii / GUT916.82 . A \ ,� .p��iA`�8�( "56' Q. / o PED R o - - I \ V X00 g25 V O \ '0 ' 681 C&G C14 I 6 75 .. � /L918.50 I I \ / .. \ A /RETURNS � f 0p �t / '\ I �� I Off? is GUT916.7! I 0 HIGHPARK SURMOUNTABLE. _ x, .yd st \ \ �C 0 CIRC( CURB i P T. B &GUTTER I x �.�0' I 919 .. m970 y � ° s 77 20 1 I G �� X919.4 - . / > 4_;, / + �_ ''� /,9b9'�S„ '-4� 6 TC914.74 5 I R W GUT914.74 CENTER Q� -- ` I R TC924.51 Y GUT924.51 v o R, 0• 3p0 � 63 a j 00' I -PED RAMP - I _ \ \ d S 92b I �`.,, PED RAMP (�,_.�� TC924.59 / , o Cr r TC914.86 7 I o o� GUT914.86 IL--_------- I o - - - GUT924.59^o` C4 920. �1� 921 ti� �� /5' SIDEWALK / / � Ih4' o (3` � TC91 4.69111 e o; � __GUT914.69 > G h - - PED RAMP 1 : SURMOUNTABLE / / 1 1 ls7 \ i CURB &GUTTER/ / / `.'vj/..., �..,,... / TC924.94� - i TC914.81 1 w ': 922 G02 \ / -..� / 1�p,� �`�" �P GUT924.94 PED RAMP / TC924.91 GUT921..9 , GUT914.81 �' O *x �, --- 0 4+00 UJ �� 0 5 SIDEWALK 4" t �i> � � rVm �� SIDEWALK � � Ge\e o W � A ti -' � REDTAIL RI GE � o Xo // � � o � 0 i8618 t RETURNS 8 1 1 x926.3- HIGHPARK TRAIL HIGHPARK CIRCLE / HIGHPARK TRAIL REDTAIL RIDGE / REDTAIL CIRCLE GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 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 MARK RAUS/ HVPE� 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE in-xi-iR crnau 1`19" Tn is" arvcl 1Z-/-10 IN IUI InAIL INDIALL NUIU. 4-11-17 WATERSHED REV -WET 3 & 182 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 30 SHEET 30 of 48 f\ M In LO oQ J ~ O M V) N z w z g� O z Q ww CO VJ Q O Lo LL rn U 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 MARK RAUS/ HVPE� 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE in-xi-iR crnau 1`19" Tn is" arvcl 1Z-/-10 IN IUI InAIL INDIALL NUIU. 4-11-17 WATERSHED REV -WET 3 & 182 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 30 SHEET 30 of 48 1-1/2" CLEAR COVER (TYP) 880.90 ( SANITARY PIPE *NOT TO SCALE LIFT STATION MANHOLE 4" DIP TO HDPE MJ COUPLING PUMP INFORMATION CONTROL NUMBER OF PUMPS 2 PUMP MANUFACTURER ABS NON -CLOG SUBMERSIBLE MODEL: XFP 80E-CB1 IMPELLER: 6.3" DISCHARGE: 3" MOTOR RPM: 3520 16.8 HP 230 VOLTS 3 PHASE 60HZ DESIGN POINT: 140 GPM AT 100 FT.TDH PUMP CONTROL ELEVATIONS PUMP OFF M LO 876.90 LEAD PUMP ON 877.90 LAG PUMP ON M 878.90 HIGH LEVEL ALARM LAJ Z 879.90 O PRECAST CONCRETE COVER WITH #4 @ 9" E.W. TOP AND #5 @ 4 1/2" E.W. BOTTOM, REINFORCEMENT GRADE 60 0 30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET, CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK @ 900 OPENING. SEE PLAN AT GRADE FOR COVER HINGE ORIENTATION O VENT PIPE - SEE DETAIL ® PRECAST COVER CONNECTION SEE DETAIL O ELECTRICAL CABLE HOLDER © RIGID PVC CONDUIT - CORE DRILL & INSTALL WATERTIGHT SEAL AROUND CONDUIT. ROUTE UNDERGROUND TO CONTROL PANEL O CORE DRILL FOR ELEC CONDUIT AND SEAL WITH NON -SHRINK GROUT ® PUMP GUIDE RAILS Og PRECAST JOINT WITH BUTYL RUBBER JOINT SEAL (KENT, RAMNEK, OR CONSEAL) (TYPICAL) 10 ON-SITE MATERIAL (SEE NOTE #3 FOR COMPACTION) 11 PIPE SEAL GASKET - SEE DETAIL PIPE CONNECTION - SEE DETAIL DIP PUMP DISCHARGE (TYP OF 2) ® GROUT CIRCLE AS RECOMMENDED BY PUMP MANUFACTURER CONCRETE BASE SLAB CONNECTION SEE DETAIL 16 12" THICK CONCRETE SLAB WITH #6 @ 12 E.W. BOTTOM AND #6 @ 6" E.W. TOP, REINFORCING GRADE 60 PUMP CONTROL LEVEL FLOATS (BACKUP FOR TRANSMITTER) ® SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. GROUT CIRCLE AS RECOMMENDED BY PUMP MANUFACTURER 19 FLANGED BALL CHECK VALVE (FLYGT HDL OR EQUAL) (2 READ) S.S. CHAINS AND SHACKLES MJ GATE VALVE WITH GEAR OPERATOR, EXTENSION AND VALVE BOX TO GRADE - SEE DETAIL ® MJ GATE VALVE WITH GEAR OPERATOR, EXTENSION AND VALVE BOX TO GRADE - SEE DETAIL (2 REQ)D) ® 3x4 MJ REDUCER POLY WRAP DIP ® CLASS 5 MATERIAL - SEE GENERAL NOTE NO. 2 ® MnDOT 3733 TYPE 5 GEOILA TILE FABRIC UNEXCAVATED SOILS ® PUMP CONTROLS AND POWER CABLES, S.S. FLOAT CABLES AND PRESSURE TRANSDUCER WITH 2 FLOAT BACKUP ® FIBERGLASS FALL PROTECTION GRATING ® BUTYL JOINT WRAP 3� SUBMERSIBLE LEVEL TRANSMITTER (USABLUEBOOK OR APPROVED EQUAL GENERAL NOTES: 1. AT LEAST ONE SOIL BORING AND ACCOMPANYING GEOTECHNICAL REPORT IS REQUIRED AT THE LIFT STATION SITE 2. DESIGN ALLOWABLE NET SOIL BEARING PRESSURE : 2500 PSF (ASSUMED) 3. COMPACT BACKFILL TO 100% STANDARD PROCTOR ABOVE AND BELOW PIPES 4. PARTS OF SECTION VIEW OF DRAWING ARE ROTATED FOR CLARITY 5. SEE PLAN VIEW AND SITE PLAN FOR ORIENTATION OF PIPES 6. CONTRACTOR TO VERIFY EXISTING CONDITIONS 7. PAINT ALL INTERIOR MANHOLE CONCRETE AND PIPING WITH (2) COATS OF EPDXY PAINT 8. COMPACT BACKFILL TO 100% OF STANDARD PROCTOR DRY DENSITY FOR INSTALLATION OF THE LIFT STATION. 9. BED AND BACKFILL PIPE TRENCHES TO 1 FOOT ABOVE FORCEMAIN AND ALL OTHER NEW SANITARY LINES WITH GRANULAR MATERIAL. - SEE DETAIL 10. INSTALL CHECK VALVES IN A LOCATION THAT IS EASILY ACCESSIBLE FOR MAINTENANCE. 11. ALL ANCHOR BOLTS AND FASTENERS SHALL BE STAINLESS STEEL. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com H Z LLIV G Z O V O V 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 // CURT WIMPEE, PE 7-14-17 - 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 9-23-16 ITEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM (12" TO 15" REVS) 6-13-17 ITH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS 7-14-17 ILIFT STATION ELEC TRANS RE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 31 SHEET 31 of 48 M LO 0 oQ J~ O M f/1 1n ZZ LAJ Z g5 0 CL 0 z LJ O Ixa O Lo a LL rn U H Z LLIV G Z O V O V 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 // CURT WIMPEE, PE 7-14-17 - 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 9-23-16 ITEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM (12" TO 15" REVS) 6-13-17 ITH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS 7-14-17 ILIFT STATION ELEC TRANS RE PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 31 SHEET 31 of 48 0 .5 1 2 SCALE IN FEET I i I Y V L I Y V L L L PLAN - LOWER LEVEL LIFT STATION CLEAR OPENING WET WELL PLAN VIEW © GRADE LIFT STATION KEYNOTES: 01 PRECAST CONCRETE COVER O2 30" X 48" ALUMINUM HATCH WITH UPPER GUIDE BRACKET, CHAIN HOOK CABLE HOLDER, AND POSITIVE LOCK © 90° OPENING. EPDXY PAINTED ORANGE ALUMINUM SAFETY GRATE (DUAL GRATE) FOR FALL THROUGH PROTECTION AND CONTROLLED CONFINED SPACE ENTRY. SEE PLAN AT GRADE FOR COVER HINGE ORIENTATION. VENT PIPE — SEE DETAILS SUBMERSIBLE PUMP (2 REQUIRED) INSTALL PER MANUFACTURER. O 6'-0" INSIDE DIAMETER RCP, WALL B, CLASS 3 MEETING ASTM C-478 O6 GROUT CIRCLE AS RECOMMEDED BY PUMP MANUFACTURER PIPE CONNECTION — SEE DETAILS O8 SANITARY INFLUENT PIPE DIP PUMP DISCHARGE (TYP OF 2) 10 PIPE SEAL GASKET — SEE DETAILS 11 FIBERGLASS FALL PROTECTION GRATING 12 MJ GATE VALVES W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE — SEE DETAILS 13 3x4 MJ REDUCER 14 4" LIFT STATION DISCHARGE FORCEMAIN 15 2 — #5 X 4'-0" LONG DIAL. BARS AT EACH CORNER, TOP AND BOTTOM 16 MJ PLUG VALVE W/2" NUT OPERATOR EXTENSION AND VALVE BOX TO GRADE GENERAL NOTES: 1. SEE UTILITY SHEETS FOR SITE PLAN AND ROUTING OF PIPES 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS 3. PAINT ALL INTERIOR MANHOLE CONCRETE, INTERIOR AND EXTERIOR PIPING WITH (2) COATS OF EPDXY PAINT GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com H W V lid O U Cl) O V 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 // CURT WIMPEE, PE 7-14-17 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE U-31-10 OIURM kiz IU la KLVZ. 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 h I112 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 32 SHEET 32 of 48 M u� LO C; i~ M 0 in N Z w z J z CL O �z w O wN �a O LL rn U H W V lid O U Cl) O V 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 // CURT WIMPEE, PE 7-14-17 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE U-31-10 OIURM kiz IU la KLVZ. 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 h I112 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 32 SHEET 32 of 48 I i I A " CONCRETE STRUCTURE (VERIFY THICKNESS) e' d. STAINLESS STEEL EXPANDING SLEEVE e' MOLDED RUBBER GASKET BY PRESS—SEAL d GASKET CORPORATION — MODEL PSX-2 OR EQUAL VERIFY PIPE SIZE INTERIOR OF `..\_(2) STAINLESS STEEL CLAMPS STRUCTURE < a.' a a NOTES: OPENING IS TO BE SMALLEST POSSIBLE SIZE TO ACCOMMODATE SEAL GASKET AND PIPE a PIPE SEAL GASKET DETAIL SCALE: NONE PRECAST REINFORCED CONCRETE PIPE SECTION (2) ROWS BUTYL RUBBER CONTINUOUS WATERTIGHT GASKET (TYPICAL) 3"x3"x1/4"x4" LONG ANGLE HOT—DIPPED GALVANIZED — ANCHOR TO PRECAST WITH (1) 1/2" DIAMETER x 4 1/2" LONG STAINLESS STEEL EXPANSION BOLT (TYPICAL OF 3 EQUALLY SPACED LOCATIONS AROUND COVER) 5/8" DIAMETER HOT—DIPPED GALVANIZED HEADED BOLT — CAST IN BASE SLAB WITH 9" EMBEDMENT (TYPICAL OF 3 EQUALLY SPACED LOCATIONS AROUND BASE) REINFORCED CONCRETE BASE SLAB SCALE: NONE N CONCRETE WALL (VERIFY THICKNESS) HYDROSTATIC SEAL EQUAL TO "LINK SEAL" BY THUNDERLINE CORPORATION BACKER ROD AND CAULK VERIFY PIPE SIZE DIAMETER OF CORE DRILLED HOLE AS RECOMMENDED BY SEAL MANUFACTURER CORE DRILLED PIPE PENETRATION DETAIL CONCRETE BASE SLAB CONNECTION DETAIL NONE SCALE: NONE GRANULAR M MN/DOT 314 6" (MIN) SUBGRADE NOTES: 1. CONTRACTOR SHALL CONSTRUCT TRENCH AND PROVIDE PROTECTIVE MEASURES AS REQUIRED TO COMPLY WITH OSHA REGULATIONS. 2. AT LOCATIONS BELOW THE GROUNDWATER TABLE USE COARSE FILTER AGGREGATE AS DIRECTED BY ENGINEER. THE AGGREGATE SHALL BE WRAPPED WITH TYPE II GEOTEXTILE FILTER. CALE: NONE J J J n n J J U U Q M J Q F PIPE BEDDING DETAIL SCALE: NONE 4" 90' ELBOW STAINLESS STEEL BIRD SCREEN TO FIT OD OF VENT PIPE N—SHRINK GROUT CONCRETE STRUCTURE VENT PIPE DETAIL PRESSURE GAUGE DIAPHRAGM SEAL 2" STAINLESS STEEL BALL VALVE ,P PIPE FOR 1/2" NPT STAINLESS STEEL NIPPLE PRESSURE GAUGE DETAIL SCALE: NONE NOTE: ORIENT PIPE JOINTS SO THAT LIQUID FLOW IS DIRECTED TO BELL PORTION OF JOINT. MJ x MJ LONG SLEEVE FITTING MAY BE USE[ STRUCTURE 1'-0" MIN FLOW V-4" FOR 3" TO 12" PIPE PIPE ENTERING OR EXITING STRUCTURE (VERIFY SIZE)- PIPE IZE)- FOOTING EXTENSION PIPE CONNECTION DETAIL VERIFY PIPE SIZE ADJUSTABLE SADDLE PIPE SUPPORT WHICH COMPLIES WITH MANUFACTURERS STANDARDIZATION SOCIETY SP -69 (TYPE 38) SUPPORT PIPE: 3" DIAMETER FOR 4"-12" PIPE LOWER SUPPORT PLATE: 9" DIAMETER OR SQUARE FOR 4"-12" PIPE PIPE SUPPORT FROM FLOOR DETAIL SCALE: NONE PRECAST CONCRETE COVER 3"x3"x1/4"x4" LONG ANGLE HOT—DIPPED GALVANIZED — ANCHOR TO PRECAST COVER WITH (1) 1/2" DIAMETER x 4 1/2" LONG STAINLESS STEEL EXPANSION BOLT WITH 3 1/2" EMBEDMENT (TYPICAL OF 3 EQUALLY SPACED LOCATIONS AROUND COVER) (2) ROWS BUTYL RUBBER CONTINUOUS WATERTIGHT GASKET (TYPICAL) PRECAST REINFORCED CONCRETE PIPE SECTION PRECAST COVER CONNECTION DETAIL SCALE: NONE SCALE: NONE �I� SCALE: NONE ATION 1 ( IHuuI IYP) INFLUENT MANHOLE DETAIL VALVE BOX COVER 2'-0" SQUARE x 6" THICK CONCRETE PAD REINFORCED WITH 6x6 WELDED WIRE FABRIC FINISH GRADE VE BOX WITH EXTENSIONS BURIED GATE VALVE — VERIFY SIZE EXTEND OPERATING NUT TO WITHIN 6" OF FINISHED GRADE PIPE — VERIFY SIZE CONCRETE THRUST BLOCKING BURIED GATE VALVE AND BOX DETAIL DITI IAAINJ()l IC nDI\/C I L 'v' I I V I IVI V IVI IVI I V V V I uL/-lJJ �l GRANULAR BASE SCALE: NONE TYPICAL BITUMINOUS ROAD DETAIL GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Date License No. QUALITY ASSURANCE/CONTROL Cn DATE DATE ISSUE B-29-16 J 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS a FORCEMAIN UPDATE 10-31-16 STORM 12a TO 15a REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 do IB2 6-13-17 TH 101 WALL 1 BID W LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA CMW SMM NO: 215-0119 z z 2 W � CWC C V 14) Lo V O In O LL J H 0 mU) QZZ ZUJI a O Z J O � O < o a O N N ;= z O un < OLL LL a') C) U J 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 CURT WIMPEE, PE 7-14-17 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE B-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12a TO 15a REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 do IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT DESIGNED: DRAWN: PROJECT TEAM DATA CMW SMM NO: 215-0119 33 SHEET 33 of 48 2'-0" (REF.) PANEL SIDE VIEW 34 9 2 PANEL FRONT VIEW 34 F' lRCF 1 4 PANEL BACK VIEW 34 3 PANEL SIDE VIEW 34 GENERAL NOTES 1. ENCLOSURE IS A NEMA 4X DOUBLE DOOR ENCLOSURE (24" DEEP) WITH 24" HIGH SKIRT KIT WITH LOUVERS. 60"H x 60"W x 24"D. 2. 3 POINT LATCH ASSEMBLY WITH PADLOCKABLE HANDLE. 3. ALL INTERIOR SURFACES ARE TO BE INSULATED WITH 1/2" CLOSED CELL INSULATION. INSULATION AT THE TOP OF THE CABINET SHALL BE MECHANICALLY FASTENED. 4. MATERIAL: STAINLESS STEEL 5. UL 698A RATED. CONSTRUCTION NOTES O NEMA 3R LOCKING BOX CONTAINING GENERATOR RECEPTACLE. GENERATOR RECEPTACLE TO BE SELECTED DEPENDING ON VOLTAGE: FOR 230VAC CONFIGURATION CROUSE -HINDS ARKTITE MODEL: AR1041 S22 FOR 480VAC CONFIGURATION LEVITON MODEL NUMBERS: 16R29 -W 16R29 -H 16R29 -O 16R29 -G 16R29 -Y PARTS LIST MARK DESCRIPTION O ENCLOSURE STAINLESS STEEL, NEMA 4X O ENCLOSURE BACKPLATE O RADIO LIGHTNING ARRESTER ® VENT KIT WITH EXHAUST FAN (IF NO AIR CONDITIONING UNIT - ITEM 7) O STAINLESS STEEL VENT SHROUD © UTILITY METER SOCKET O7 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® ALARM BEACON (LED) O INNER DOOR 10 SHARK POWER MONITOR 11 VFD HIM MODULE (FOR VFD INSTALLATION) 12 CIRCUIT BREAKER DISCONNECT, THREE POLE 13 SINGLE GANG OUTLET BOX 14 120VAC GFI RECEPTACLE 15 3 -POSITION SELECTOR SWITCH 16 PUSHBUTTON 17 PILOT LIGHT (LED) 18 HOUR METER 19 ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 CONTROL PANEL LIGHT KIT (LED) 21 CALAMP INTEGRA-TR RADIO 22 ALLEN -BRADLEY MICROLOGIX 1400 PLC 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE 25 ALLEN -BRADLEY, 4 -CHANNEL ANALOG INPUT MODULE 26 INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 3R ENCLOSURE 28 DIN RAIL 29 DISTRIBUTION BLOCK, THREE POLE 30 DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 32 LINE REACTOR (VFD'S)/POWER FACTOR CAPS (STARTERS) 33 PHASE MONITOR 34 FUSE HOLDER, THREE POLE 35 CIRCUIT BREAKER, TWO POLE 36 MOTOR STARTER/VFD 37 ENCLOSURE HEATER 38 SURGE ARRESTER, 120VAC (CONTROL POWER) 39 FUSE HOLDER, 120VAC 40 FUSE HOLDER, 24VDC 41 RELAY, 120VAC, THREE POLE 42 SURGE ARRESTER, ANALOG 43 TIMER, 120VAC 44 CIRCUIT BREAKER, SINGLE POLE 45 POWER SUPPLY, 24VDC 46 AMBIENT TEMPERATURE TRANSMITTER 47 TERMINAL BLOCK 48 GROUND BAR 49 INTRINSIC BARRIER, DIGITAL 50 INTRINSIC BARRIER, ANALOG 51 SEAL FAIL/OVERTEMP MODULE 52 GFI FOR SEAL FAIL CIRCUIT (AS REQUIRED) 53 TRANSFORMER, 120/120VAC (FOR SEAL FAIL, AS REQUIRED) 54 RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 WIREWAY W/COVER, SIZED TO FIT NAMEPLATE LEGEND PLATE TEXT .-. O MARK SIZE HEIGHT LINE 1 TEXT LINE 2 TEXT 13) 2"x8" 1/2" FOXWOOD LIFT STATION GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 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 // CURT WIMPEE, PE 7-14-17 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 k I82 PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 34 SHEET 34 of 48 REVS i REV .-. O RT N O N T O O N 1 O CM T J W Z N a F_ Z _ O to CW C � J _ M `n V I -- LO W J~ °' o Z H zz _O Q V CL W O Q zcc w O LLI N C7 2 Cl) 0 0 0 O Ln o rn U L) W 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 // CURT WIMPEE, PE 7-14-17 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 k I82 PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 34 SHEET 34 of 48 REVS i REV LO N 0 N X 6 E INNER DOOR FRONT VIEW GENERAL NOTES 1. ENCLOSURE IS A NEMA 4X DOUBLE DOOR ENCLOSURE (24" DEEP) WITH 24" HIGH SKIRT KIT WITH LOUVERS. 60"H x 60"W x 24"D. 2. 3 POINT LATCH ASSEMBLY WITH PADLOCKABLE HANDLE. 3. ALL INTERIOR SURFACES ARE TO BE INSULATED WITH 1/2" CLOSED CELL INSULATION. INSULATION AT THE TOP OF THE CABINET SHALL BE MECHANICALLY FASTENED. 4. MATERIAL: STAINLESS STEEL 5. UL 698A RATED. NAMEPLATE LEGEND MARK PLATE SIZE TEXT HEIGHT LINE 1 TEXT 13 10 19 2"x8" 1/2" 12 12 �2 �2 1 1/2"x6" 1/2" 18 � 18 O7 03 1 1/2"x6" 1/2" PUMP 2 INNER DOOR 10 17 c 17 1/4" RUNNING 12 05 1"x3" 1/4" HAND -OFF -AUTO 15 15 © 1"x3" 1/4" 7 17 �7 14 11 12 17 � 17 � 17 SEAL FAIL ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT © 16 16 1/4" RESET 22 15 16 1"x3" 1/4" PUMP 1 AND 2 17 17 10 1"x3" 1/4" MAIN DISCONNECT 11 35 12 12 1/4" PUMP 1 DISCONNECT 12 1"x3" 1/4" PUMP 2 11 11 18 1"x3" 1/4" GENERATOR i.i a 13 14 14 1"x3" 1/4" 0 POWER 15 1"x3" D O D D 0 0 0 0 0 D D D D O D D D PUMP 1 INNER DOOR FRONT VIEW GENERAL NOTES 1. ENCLOSURE IS A NEMA 4X DOUBLE DOOR ENCLOSURE (24" DEEP) WITH 24" HIGH SKIRT KIT WITH LOUVERS. 60"H x 60"W x 24"D. 2. 3 POINT LATCH ASSEMBLY WITH PADLOCKABLE HANDLE. 3. ALL INTERIOR SURFACES ARE TO BE INSULATED WITH 1/2" CLOSED CELL INSULATION. INSULATION AT THE TOP OF THE CABINET SHALL BE MECHANICALLY FASTENED. 4. MATERIAL: STAINLESS STEEL 5. UL 698A RATED. NAMEPLATE LEGEND MARK PLATE SIZE TEXT HEIGHT LINE 1 TEXT LINE 2 TEXT ENCLOSURE BACKPLATE 2"x8" 1/2" FOXWOOD LIFT STATION �2 1 1/2"x6" 1/2" PUMP 1 O7 03 1 1/2"x6" 1/2" PUMP 2 INNER DOOR ® 1"x3" 1/4" RUNNING 12 05 1"x3" 1/4" HAND -OFF -AUTO 120VAC GF] RECEPTACLE © 1"x3" 1/4" OVER TEMP 17 �7 1"x3" 1/4" SEAL FAIL ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT © 1"x3" 1/4" RESET 22 �9 1"x3" 1/4" PUMP 1 AND 2 RUNTIME 10 1"x3" 1/4" MAIN DISCONNECT 11 1"x3" 1/4" PUMP 1 DISCONNECT 12 1"x3" 1/4" PUMP 2 DISCONNECT 13 1"x3" 1/4" GENERATOR DISCONNECT 14 1"x3" 1/4" CONTROL POWER 15 1"x3" 1/4" PUMP 1 VFD FAULT 16 1"x3" 1/4" PUMP 2 VFD FAULT 2 INTERIOR LAYOUT VIEW 35 0 N PARTS LIST MARK DESCRIPTION O ENCLOSURE STAINLESS STEEL, NEMA 4X O ENCLOSURE BACKPLATE O RADIO LIGHTNING ARRESTER ® VENT KIT WITH EXHAUST FAN (IF NO AIR CONDITIONING UNIT - ITEM 7) O STAINLESS STEEL VENT SHROUD © UTILITY METER SOCKET O7 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® ALARM BEACON (LED) O INNER DOOR 10 SHARK POWER MONITOR 11 VFD HIM MODULE (FOR VFD INSTALLATION) 12 CIRCUIT BREAKER DISCONNECT, THREE POLE 13 SINGLE GANG OUTLET BOX 14 120VAC GF] RECEPTACLE 15 3 -POSITION SELECTOR SWITCH 16 PUSHBUTTON 17 PILOT LIGHT (LED) 18 HOUR METER 19 ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 CONTROL PANEL LIGHT KIT (LED) 21 CALAMP INTEGRA-TR RADIO 22 ALLEN -BRADLEY MICROLOGIX 1400 PLC 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE 25 ALLEN -BRADLEY, 4 -CHANNEL ANALOG INPUT MODULE 26 INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 3R ENCLOSURE 28 DIN RAIL 29 DISTRIBUTION BLOCK, THREE POLE 30 DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 32 LINE REACTOR (VFD'S)/POWER FACTOR CAPS (STARTERS) 33 PHASE MONITOR 34 FUSE HOLDER, THREE POLE 35 CIRCUIT BREAKER, TWO POLE 36 MOTOR STARTER/VFD 37 ENCLOSURE HEATER 38 SURGE ARRESTER, 120VAC (CONTROL POWER) 39 FUSE HOLDER, 120VAC 40 FUSE HOLDER, 24VDC 41 RELAY, 120VAC, THREE POLE 42 SURGE ARRESTER, ANALOG 43 TIMER, 120VAC 44 CIRCUIT BREAKER, SINGLE POLE 45 POWER SUPPLY, 24VDC 46 AMBIENT TEMPERATURE TRANSMITTER 47 TERMINAL BLOCK 48 GROUND BAR 49 INTRINSIC BARRIER, DIGITAL 50 INTRINSIC BARRIER, ANALOG 51 SEAL FAIL/OVERTEMP MODULE 52 GFI FOR SEAL FAIL CIRCUIT (AS REQUIRED) 53 TRANSFORMER, 120/120VAC (FOR SEAL FAIL, AS REQUIRED) 54 RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 WIREWAY W/COVER, SIZED TO FIT Lo (a* GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 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 // CURT WIMPEE, PE // 7-14-17 [/ 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION O - UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 RCTN 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 & IR2 O N T OD O N O CM T J W F_ Z 0 CWC C M LO U ~ W z LLI z O J� o 0 � V a aW Q Lv V) �,,, O IO 0 = Z cc�Q O z LL CY)u U ? 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 // CURT WIMPEE, PE // 7-14-17 [/ 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10 -10-16 - UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 & IR2 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 35 SHEET 35 of 48 Rack / Slot I Point I Type I Tagname I Description I EGU Lo IEGU Hi EGU Tag MICROLOGIX 1400 PROGRAMMABLE LOGIC CONTROLLER SLOT 0 0 DI CONTROL PANEL POWER AVAILABLE 1 DI WIRED SPARE 1766-L32BWA 1 DI UPS POWER AVAILABLE PUMP 2 SPEED REFERENCE 3 DI WIRED SPARE 2 DI UPS FAULT WIRED SPARE WIRED SPARE 5 DI 3 DI TVSS FAIL DI WIRED SPARE WIRED SPARE 7 4 DI 120VAC SPD FAIL 16 PUSHBUTTON 17 PILOT LIGHT (LED) 5 DI PHASE FAIL ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 CONTROL PANEL LIGHT KIT (LED) 21 6 DI HIGH LEVEL FLOAT 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE 7 DI LOW LEVEL FLOAT INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 3R ENCLOSURE 28 8 DI PUMP 1 IN AUTO 30 DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 9 DI PUMP 1 RUNNING PHASE MONITOR 34 FUSE HOLDER, THREE POLE 35 10 DI PUMP 1 OVERLOAD 37 ENCLOSURE HEATER 38 SURGE ARRESTER, 120VAC (CONTROL POWER) 11 DI PUMP 1 VFD FAIL FUSE HOLDER, 24VDC 41 RELAY, 120VAC, THREE POLE 42 12 DI PUMP 1 SEAL FAIL 44 CIRCUIT BREAKER, SINGLE POLE 45 POWER SUPPLY, 24VDC 13 DI PUMP 1 OVERTEMP TERMINAL BLOCK 48 GROUND BAR 49 14 DI PUMP 2 IN AUTO 51 SEAL FAIL/OVERTEMP MODULE 52 GFI FOR SEAL FAIL CIRCUIT (AS REQUIRED) 15 DI PUMP 2 RUNNING RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 16 DI PUMP 2 OVERLOAD 17 DI IPUMP 2 VFD FAIL 18 DI PUMP 2 SEAL FAIL 19 DI PUMP 2 OVERTEMP 0 DO ALARM BEACON REQUIRED 1 DO PUMP 1 REQUIRED 2 DO PUMP 2 REQUIRED 3 DO WIRED SPARE 4 DO WIRED SPARE 5 DO WIRED SPARE 6 DO WIRED SPARE 7 DO WIRED SPARE 8 DO WIRED SPARE 9 DO WIRED SPARE 10 DO WIRED SPARE 11 DO WIRED SPARE SLOT 1 0 DI WIRED SPARE 1762-IQ8 1 DI WIRED SPARE 1762-OF4 2 DI WIRED SPARE PUMP 2 SPEED REFERENCE 3 DI WIRED SPARE AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) 4 DI WIRED SPARE WIRED SPARE 5 DI WIRED SPARE VFD HIM MODULE (FOR VFD INSTALLATION) 6 DI WIRED SPARE WIRED SPARE 7 DI WIRED SPARE SLOT 0 Al WETWELL LEVEL a 22 1762-IF4 1 Al CONTROL PANEL INTERIOR TEMPERATURE Cl 1762-OF4 2 AI PUMP 1 SPEED FEEDBACK O PUMP 2 SPEED REFERENCE 3 Al PUMP 2 SPEED FEEDBACK 0 SLOT 3 0 AO a 22 PUMP 1 SPEED REFERENCE ON N Cl 1762-OF4 1 AO O PUMP 2 SPEED REFERENCE © � 0 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) 2 AO WIRED SPARE 10 SHARK POWER MONITOR 11 VFD HIM MODULE (FOR VFD INSTALLATION) 3 AO 13 WIRED SPARE 14 120VAC GFI RECEPTACLE 15 ENET m M J r, uu MARK LL a 22 LL ON N Cl RADIO LIGHTNING ARRESTER ® m O � © � 0 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® 414141 3 58 ENET SER °O °° COAX COAX 21 ENET ETHERNET/IP (SCADA NETWORK) COAX COAXIAL CABLE —SER SER SERIALCABLE NETWORK DIAGRAM 36 PARTS LIST MARK DESCRIPTION 1O ENCLOSURE STAINLESS STEEL, NEMA 4X ILIFT STATION PAD AREA REVS ENCLOSURE BACKPLATE O RADIO LIGHTNING ARRESTER ® VENT KIT WITH EXHAUST FAN (IF NO AIR CONDITIONING UNIT - ITEM 7) O STAINLESS STEEL VENT SHROUD © UTILITY METER SOCKET 0 AIR CONDITIONING UNIT (IF NO VENT KIT - ITEM 4) ® ALARM BEACON (LED) INNER DOOR 10 SHARK POWER MONITOR 11 VFD HIM MODULE (FOR VFD INSTALLATION) 12 CIRCUIT BREAKER DISCONNECT, THREE POLE 13 SINGLE GANG OUTLET BOX 14 120VAC GFI RECEPTACLE 15 3 -POSITION SELECTOR SWITCH 16 PUSHBUTTON 17 PILOT LIGHT (LED) 18 HOUR METER 19 ALLEN BRADLEY PANELVIEW PLUS 6 COMPACT 20 CONTROL PANEL LIGHT KIT (LED) 21 CALAMP INTEGRA-TR RADIO 22 ALLEN -BRADLEY MICROLOGIX 1400 PLC 23 ALLEN -BRADLEY, 8 -POINT DIGITAL INPUT MODULE 24 ALLEN -BRADLEY, 4 -CHANNEL ANALOG OUTPUT MODULE 25 ALLEN -BRADLEY, 4 -CHANNEL ANALOG INPUT MODULE 26 INTRINSIC SHROUD 27 UTILITY MAIN BREAKER IN A LOCKABLE NEMA 3R ENCLOSURE 28 DIN RAIL 29 DISTRIBUTION BLOCK, THREE POLE 30 DISTRIBUTION BLOCK, SINGLE POLE (NEUTRAL) 31 LIGHTNING ARRESTER SINGLE OR THREE PHASE (SPD) 32 LINE REACTOR (VFD'S)/POWER FACTOR CAPS (STARTERS) 33 PHASE MONITOR 34 FUSE HOLDER, THREE POLE 35 CIRCUIT BREAKER, TWO POLE 36 MOTOR STARTER/VFD 37 ENCLOSURE HEATER 38 SURGE ARRESTER, 120VAC (CONTROL POWER) 39 FUSE HOLDER, 120VAC 40 FUSE HOLDER, 24VDC 41 RELAY, 120VAC, THREE POLE 42 SURGE ARRESTER, ANALOG 43 TIMER, 120VAC 44 CIRCUIT BREAKER, SINGLE POLE 45 POWER SUPPLY, 24VDC 46 AMBIENT TEMPERATURE TRANSMITTER 47 TERMINAL BLOCK 48 GROUND BAR 49 INTRINSIC BARRIER, DIGITAL 50 INTRINSIC BARRIER, ANALOG 51 SEAL FAIL/OVERTEMP MODULE 52 GFI FOR SEAL FAIL CIRCUIT (AS REQUIRED) 53 TRANSFORMER, 120/120VAC (FOR SEAL FAIL, AS REQUIRED) ® RECEPTACLE, 120VAC (FOR UPS) 55 UNINTERRUPTIBLE POWER SUPPLY (UPS) 56 WIREWAY VV/COVER, SIZED TO FIT GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 O 0 M L0 Ln � Q J~ Fn O 1n Nw Z Z Z_ J � CL � Z WW fn W Q LLo _ 01 U N W 2 D 0 O 0 �cr1 J Q U IL 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 4 CURT WIMPEE, PE 7-14-17 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-1/ WAILK]HLU KLY—WLI a H Ia. 6-13-17 TH 101 WALL 1 BID 6-16-17 ILIFT STATION PAD AREA REVS 7-14-17 IUFT STATION ELEC TRANS RE' PROJECT TEAM DATA DESIGNED: CMW DRAWN: SMM PROJECT NO: 215-0119 SHEET 36 of 48 1 0 04 N M N E m C i '� TYPICAL PANEL POWER WIRING SCALE: NONE DIAGW7 1x2 FIELD/AS NOTED I ICONTROL PANEL 1 3 4 N I FUSE DIGITAL INPUT (DI) X/Y/Z DIGITAL OUTPUT (DO) X/Y/Z 1 3 4 N TYPICAL DIGITAL WIRING SCALE: NONE DIAG004 FIELD/AS NOTED CONTROL PANEL 1 3 4 N ----- FUSE X/Y/Z — — — — — — — X/Y/Z 1 3 4 N 3 37 TYPICAL ANALOG WIRING SCALE: NONE DIAGW5 GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com �5. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com ILIr1 JIXIIVI\ LLLb 16M110 RCI PROJECT TEAM DATA DESIGNED: CMW DRAWN: SIAM PROJECT NO: 215-0119 37 SHEET 37 of 48 U) Z LU M U V `0 0 O P Q J~ mo ZLLI O W Zz Z_ = 0 U) Ow Q D U) O LLI N �= N O �a O LO CU U > 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 CURT WIMPEE, PE 7-14-17 40487 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 & I132 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS ILIr1 JIXIIVI\ LLLb 16M110 RCI PROJECT TEAM DATA DESIGNED: CMW DRAWN: SIAM PROJECT NO: 215-0119 37 SHEET 37 of 48 N { i I i,l y :z.•• T,tfi r 968CE WETLAND ? sd :YSMILG SYR✓. mJ Co (i . ,� // •• � it ,. LOT i f � WRTPI,IKII I w : T ' 4.t 1 11 2 ,EA ERIDGE t . . . : • J ' I i Jw I i x . . .... , . x -. -,yam :. - -.... - - . t r L OUTLOT A Y• — P WETLAND WITHIN LOT F BLOCK 5 1r } 2 IF t EXISTING DRIVEWAY TO REMAIN ADJACENT TO WETLAND 2 o 1 , ,•! !� '............ WETLAND 2 ::.....: ..:............:::::::.:::::. ,JJ' != - � �'B�;cKs % ...... _ r •��y- �r WETLAND AD WETLAND X FRONTAGE :_.xaR ruw ,R-` . `. � - ' f -_ I r' I r ` • _ / J J ,%+ EXCLUDED FROM AVERAGING CALC !r-• \ QFWETLA i - II +- n ----------71 KJ w DR t I t � ..... WET LANDZZ -. •.... i -- i Ii _ f 1 t 1W, T�i OVTLOT '14 J t L_ J `t l .` t-�, \ ,' 1. \ -...r - ,_ ” �P!r�/ s •moi - \\ r t, r WETLAND UF ER ' WETLAND WITHINOT5,BLOCK ,r/BL TLOT E .. ITT : E SDRIVEWAY, TO REMAIN ADJACENT TO WETLAND , I SMME---1 wILIA i J " � 1 BLOCK 5 ' - = - :• WETLAND 5 BUFFER WETLAND 3A :I J/ J_ / ..... _ / � am, (ONSITE) r'p.D AN BUFFER WITHIN 0 S 1, 2, BLOCK 4 F 4 WETLAND 313 WETLAND IMPACT AR t` (OFFSITE-ERH ) T WETLAND 3 WETLAND 3 OFF-SITE BUFFER FOR TEMPORARY I CUL-DE-SAC '• •EDGE WETIANe OUTLOT D \;\� Q •a \ _ �,. \ C WETLAND 4 EDGE WETLAND i / WETLAND 7 BUFFER WETLAND SUMMARY WETLAND CITY CLASS. r� 1 MANAGE 1 HIGH VALUE 2 MANAGE 1 HIGH VALUE 3 MANAGE 2 MEDIUM VALUE 4 MANAGE 2 MEDIUM VALUE 0 50 100 2 \ f •~ 6 PRESERVE EXCEPTIONAL VALUE 7 MANAGE 1 HIGH VALUE 8 \ t - MEDIUM VALUE SCALE IN FEED OUTLOT A WETLAND BUFFER CALCULATION 25 30 15 WETLAND 1 - 30 MANAGE 2 20 a � (10-214W).�„�.�. MEDIUM 40 20 MANAGE 3 16.5 30 15 LOW I 20 IO 147.3' 8 335 LF 13,906 SF 20' 41.5' NOTES: J p * WETLAND 2 FRONTAGE IS CALCULATED ALONG NORTH, EAST, AND SOUTH LIMITS. THE WEST PERIMETER IS EXCLUDED AS ITS PROXIMITY TO THE PROJECT BOUNDARY DOES ALLOW FOR MIN BUFFER WIDTH. I hereby certify that this plan, specification, or ** AN IMPACT IS PROPOSED TO WETLAND 3 TO CONSTRUCT A ROADWAY CONNECTION TO THE PROPERTY TO THE SOUTH. THE REMAINING PORTION OF 3 TO REMAIN WILL BE WITHIN THE WETLAND BUFFER PROVIDED FOR WETLAND 4. THE BUFFER CALCULATION FOR -' dw EAST PORTION OF THE WETLAND. WETLAND 3B CALCULATES THE OFFSITE BUFFER J - vtiFd . TEMPORARY CUL–DE–SAC. yam/ rw RnRrc eR+'sxv m '. 111 � � •.r• ,.'. ' { i I i,l y :z.•• T,tfi r 968CE WETLAND ? sd :YSMILG SYR✓. mJ Co (i . ,� // •• � it ,. LOT i f � WRTPI,IKII I w : T ' 4.t 1 11 2 ,EA ERIDGE t . . . : • J ' I i Jw I i x . . .... , . x -. -,yam :. - -.... - - . t r L OUTLOT A Y• — P WETLAND WITHIN LOT F BLOCK 5 1r } 2 IF t EXISTING DRIVEWAY TO REMAIN ADJACENT TO WETLAND 2 o 1 , ,•! !� '............ WETLAND 2 ::.....: ..:............:::::::.:::::. ,JJ' != - � �'B�;cKs % ...... _ r •��y- �r WETLAND AD WETLAND X FRONTAGE :_.xaR ruw ,R-` . `. � - ' f -_ I r' I r ` • _ / J J ,%+ EXCLUDED FROM AVERAGING CALC !r-• \ QFWETLA i - II +- n ----------71 KJ w DR t I t � ..... WET LANDZZ -. •.... i -- i Ii _ f 1 t 1W, T�i OVTLOT '14 J t L_ J `t l .` t-�, \ ,' 1. \ -...r - ,_ ” �P!r�/ s •moi - \\ r t, r WETLAND UF ER ' WETLAND WITHINOT5,BLOCK ,r/BL TLOT E .. ITT : E SDRIVEWAY, TO REMAIN ADJACENT TO WETLAND , I SMME---1 wILIA i J " � 1 BLOCK 5 ' - = - :• WETLAND 5 BUFFER WETLAND 3A :I J/ J_ / ..... _ / � am, (ONSITE) r'p.D AN BUFFER WITHIN 0 S 1, 2, BLOCK 4 F 4 WETLAND 313 WETLAND IMPACT AR t` (OFFSITE-ERH ) T WETLAND 3 WETLAND 3 OFF-SITE BUFFER FOR TEMPORARY I CUL-DE-SAC '• •EDGE WETIANe OUTLOT D \;\� Q •a \ _ �,. \ C WETLAND 4 EDGE WETLAND i / WETLAND 7 BUFFER WETLAND SUMMARY WETLAND CITY CLASS. RPBCWD CLASS. 1 MANAGE 1 HIGH VALUE 2 MANAGE 1 HIGH VALUE 3 MANAGE 2 MEDIUM VALUE 4 MANAGE 2 MEDIUM VALUE 5 PRESERVE EXCEPTIONAL VALUE 6 PRESERVE EXCEPTIONAL VALUE 7 MANAGE 1 HIGH VALUE 8 MANAGE 2 MEDIUM VALUE TOTAL AREA 607,299 SF / 13.942 AC WETLAND BUFFER CALCULATION ASSUMED BUFFERING REQUIREMENTS: THE CITY OF CHANHASSEN AND RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT HAVE BUFFER REQUIREMENTS PER WETLAND CLASSIFICATION. THE BUFFER REQUIREMENTS ARE AS FOLLOWS: Gfww 367,330 SF (8.433 AC) 6,840 SF (0.157 AC) 6,830 SF (0.156 AC) 187,925 SF (4.314 AC) 4,231 SF (0.971 AC) 538 SF (0.012 AC) 986 SF (0.023 AC) 32,619 SF (0.748 AC) Local Governmental Unit City of Chanhassen Riley Puratot Bluff Creek Watershed District Wetland Classification Buffer Strip Requirement Principal Structure Setback to Buffer Accessory Structure Setback to Buffer Wetland Classification Average Buffer Width Required Mur. Buffer Width Required BUFFER AREA MIN. BUFFER WIDTH AVG. WIDTH 1 1,555 LF 93,635 SF 30' OUTSTANDING 50 50 50 N/A 61.2' 3A** 322 LF PRESERVE 40 40 20 EXCEPTIONAL 80 40 MANAGE 1 25 30 15 HIGH 60 30 MANAGE 2 20 30 15 MEDIUM 40 20 MANAGE 3 16.5 30 15 LOW I 20 IO MAXIMUM BUFFER WIDTH IS 200 PERCENT OF THE APPLICABLE WIDTH AS REQUIRED BY RPBCWD DISTRICT BUFFER AVERAGING RULES BY N DATE ISSUE WETLAND FRONTAGE BUFFER AREA MIN. BUFFER WIDTH AVG. WIDTH 1 1,555 LF 93,635 SF 30' 60.2' 2 369 LF* 22,584 SF 30' 61.2' 3A** 322 LF 12,906 SF 20' 40.1' 3B** 301 LF 22,052 SF 20' 40.0' 4 940 LF 42,572 SF 20' 45.3' 5 236 LF 29,286 SF*** 40' 124.1' 6 89 LF 37,177 SF*** 40' 417.7' 7 119 LF 17,531 SF*** 30' 147.3' 8 335 LF 13,906 SF 20' 41.5' NOTES: J p * WETLAND 2 FRONTAGE IS CALCULATED ALONG NORTH, EAST, AND SOUTH LIMITS. THE WEST PERIMETER IS EXCLUDED AS ITS PROXIMITY TO THE PROJECT BOUNDARY DOES ALLOW FOR MIN BUFFER WIDTH. I hereby certify that this plan, specification, or ** AN IMPACT IS PROPOSED TO WETLAND 3 TO CONSTRUCT A ROADWAY CONNECTION TO THE PROPERTY TO THE SOUTH. THE REMAINING PORTION OF 3 TO REMAIN WILL BE WITHIN THE WETLAND BUFFER PROVIDED FOR WETLAND 4. THE BUFFER CALCULATION FOR WETLAND 3A IS CALCULATED ON THE EAST PORTION OF THE WETLAND. WETLAND 3B CALCULATES THE OFFSITE BUFFER TO INSTALL THE TEMPORARY CUL–DE–SAC. ,,,w ✓i /2 � *** WETLANDS 5, 6, AND 7 BUFFER AREA IS CALCULATED TO MAX. ALLOWABLE BUFFER WIDTH. WETLAND IMPACT DATA WETLAND IMPACT: WETLAND 3 = 2,565 SF (OFFSITE MITIGATION IS PROPOSED) LEGEND: --------- EASEMENT LINE BUILDING SETBACK PROPERTY LINE LOT LINE ROW — —wL— —WL— WETLAND DELINEATION WETLAND BUFFER O WETLAND BUFFER MONUMENT RESIDENTIAL LLOTT5 NBLOCKF5R MONUMENT WETLAND BUFFER STRIP 1 WETLAND IMPACT 0 G GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Date License No. Z ASSURANCE/CONTROL BY GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com MARK RAUSCH, PE 7-14-17 43480 Date License No. Z ASSURANCE/CONTROL BY N DATE ISSUE 8-29-16 Z a TEMP. CDS RELOCATION 10-10-16 W 10-25-16 FORCEMAIN UPDATE 10-31-16 C C 12-7-16 TH 101 TRAIL INSTALL NOTES M WATERSHED REV—WET 3 & I112 W TH 101 WALL 1 BID L0 In U 7-14-17 o J ~ SWR °° o z �/ a ZZO Q aZ P -i-2t U OH- Z w O w V) ~ QZ J p w � Q LL rn U V 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 ,,,w ✓i /2 � MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12- TO 15- REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 & I112 6-13-17 TH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 38 SHEET 38 of 48 is - 1 / 3 ; �r — _ - r .I �� r �1� !I I�� /� t.'*•iA -"_ __ -—_ i' -- �'1'G �"� �1>.' ,\, �., A� �C:,1 -1 ` ___ �/%-'�}71i�1 71 �1 { l 17 IN it IF p - � r I\ 4 .1 , / i t i _ T 3 .. , . / -.0 •iiy - ..q ,gip �F-. i , ' FY / — \ / i/ + — - ----- _ — r IQ f 1 a X - -- T Ito, ------------ r' f : I : , ♦ i' t i, - , r - , , if IS f B! _ - I( ' ; r R n ' , / / I r Description _ - - l , / — Feet Net Site Area (excl Disturbed Erhart Property . •r \ ` , , , F Baseline Canopy Coverage - _ V •/' d t�� • • • •Coverage Residential)(Low Density 1 1 - t / --- - P` - ---- Proposed Canopy Coverage �\ v 1 between- _ -- - - Proposed Coverage 1 -PYEME tRequired Woodland < Canopy Area E 1.2 -®® iReforestation / a _ - fir. � �\' `$--- r — : - r--- -- _-_. : I- . 2 E N 0 50 100 200 SCALE IN FEET TREE PRESERVATION NOTES: 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION FENCE (AT LEAST 4 FEET IN HEIGHT AND STAKED WITH POSTS NO LESS THAN EVERY 5 FEET) SHALL BE INSTALLED AROUND THE DRIP LINE OF WOODED AREAS, THE DRIP LINES OF EXISTING TREES TO BE PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE t STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. 3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FIWNG, COMPACTION OF CHANGE IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING D SIGNIFICANT TREES. 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE p TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE Z CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. 6. DEAD, DISEASED OR DYING SIGNIFICANT TREES WERE NOT a� INCLUDED AS PART OF THE EXISTING TREE INVENTORY. a) 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. LEGEND WETLAND 1 (10-214W) Wkwe i WERAND3' WETLAND 4 OUTLOT D OUTLOT A 4 -_1 4 EXISTING TREE TO REMAIN ®152 EXISTING TREE TO BE REMOVED a TREE REMOVAL UMITS/FENCE PROPOSED TREE AREA TO REMAIN WETLAND 1 (10-214W) Wkwe i WERAND3' WETLAND 4 OUTLOT D OUTLOT A 4 0 WETLAND 3 p 0832 SPRINKLER HEXo- ' ,I 12" HDP /' 1 (IIPP 9" O SPRINKLER NEAP--' (II� 1 -_1 .�5r a a � "0 U U 00 � Q w� I I 0 U .a`dllm I 1 ® �y �I ,,} `Q n N 1/!11 ' v 1 Z N W a M 0 WETLAND 3 p 0832 SPRINKLER HEXo- ' ,I 12" HDP /' 1 (IIPP 9" O SPRINKLER NEAP--' (II� 1 -_1 .�5r a a � "0 U U 00 � Q w� I I 0 U .a`dllm I 1 ® �y �I ,,} `Q n N 1/!11 ' v 1 Z W W ��' 12" PVC .�5r a I I 1 — � I I 1 I 1 `Q N LU Cl) Z W W a M ��' I �I .�5r GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 4-11-17 WATERSHED REV—WET 3 R I112 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 UFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: JG PROJECT NO: 215-0119 40 SHEET 40 of 48 a z 0 `Q N LU Cl) Z W W a M Ln z D Q M ON Z LLI Zz 0 0 < Z F. U W D ° - O Z > 0 �W Z a W 0r z 0 a 0 oC LL U H 1 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 A" MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 6-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12' TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV—WET 3 R I112 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 UFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: JG PROJECT NO: 215-0119 40 SHEET 40 of 48 it r s 4' O(Di 1 I ti i f -.If It r c /r Jt i'1 +'11141 tc, }I I}f + t', ,-EUARD PAX ry \\\\\! 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T� � 3T / / 2571 tT j !_I r k-- wr tt, / t11 i t l' j ij t 8-29-16 CITY COMMENTS 1l I� !-2203 v `� `l ♦l -f- ^ 2899 -2670 ' tt I 1 ,-� u. 1 E' L/ 1 ±li - - \I I \ / r �. I . _ r 1. \ f f * r ;aFe.11 j !F 9-23-i 6 TEMP. CDS RELOCATION t� N _ _. _ -� 224 .. - 1 -- 1r \� '\� ��' �� -.,� II y �\ .` \\ �i • Ir 126 �! W. 6,:,% L r, fJ O EXISTING TREE TO REMAIN r ' ;' �' 11'. t 4 / ; JL f _ .-i-- �*/ -••-- _ _ _ 10 10 16 UTILITY REVISIONS N" I r s -z7 '# � �- +!___,•� � WEr• ------ H._." � t s I !+ .,�. j- { r �,",- lJpt Its � j , TE } {r 10 25 16 FORCEMAIN UPDATE �2 I; _ _ „r'' . :.-gag r ✓ -' r. I A EXISTING TREE TO BE REMOVED ",r i, dr. / Y w p r I r ��' r"a �� ` v ♦ i \, ,\ - _ ----f- t i "-�I ti i O I '' ) Jr tlglt t. ;t Q 7 t t i ! 10-31-16 STORM 12" TO 15 REVS r•"�- - -- - - -" 2 O / .6\ ey `, �� ` . 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I r\r , h, }\♦Nii , ,7n. t/t (/�\ Ji;`) •,\ i tit, }tZ1 �• 1i \ i t .� �4\t \, V \i ` MARK RAUSCH, PE 7-14-17 4 34 8 0 T b Y57ADate License No. \ 4F 0,DQUALITY ASSURANCE/CONTROL f _ -2846,z ty ------- 1%1_274 -- 1%•-27n . WL' BY DATE L: $59LEGEND 4�! ` DATE ISSUE N, CEI 8-29-16 CITY COMMENTS2838- zI N. .I , I 1 9-23-16 TEMP. CDS RELOCATIONOt t i t - OiQSTING TRREMAIN ,l 10-10-16 UTILITY REVISIONS O 2s 2679 EXSTNG fREEOE REMOVED i \ 10-25-16 FORCEMAIN UPDATE-IM4 lT 10-31-16 STORM 12n TO 15e REVS)O O`0mC 12-7-16 TH 101 TRAIL INSTALL NOTES TREE REMOVAL UMITS/FENCE t m 24 -11-17 WATERSHED -WET 3 k 11112 2}O' 1 i O L_279� `7 2840 , I '_ tryt\ \ 6-13-17 TH 101 WALL 1 BID O \. .t t I, t Ot 2670 6-16-17 LIFT STATION PAD AREA REVS O 2rn Fs I I i N 7-14-17 UFT STATION ELEC TRANS REV 0 2680-J PROJECT TEAM DATA 266c(jDESIGNED: MPR ` t (a DRAWN: JG ! 1 � t nl � V A 4,i : i , � a0i V `� t w tw t 1 A t ` ✓ � A�� f'- � ?�`•. � ..ee.-- PROJECT N0: 215-0119 N Z t i JJ It :� 4 } '. 1 :rvt i } \ \ t1 1 S 1 1 \\ \ \.� •.,,,1 ` Jr; -.\ L.. \\ ! \2110 r e'Tgp1 _ 't /' / f ! m OI t t 1St } } \} '• t 1t ', i _: S r ! ,. .. •.,,.` �. fI� -\- - - _ - `tom . t \ �42 0 25 50 100 i i IN Wm i `\ \ s tt \ `., tt i i \\. \ / n 2,5r yds ' 'r t f f ! Si t j ,SCALE IN FEET ` ,', i } t. - It ___— aFR9-J!'. �< 6 `t }\ \\, i\\ ` SHEET 42 of 48 TREE INVENTORY & CALCULATIONS TAG SIZE COMMON NAME NOTES 2111 1362 56 Red Oakn 72i 2112 2001 16,8,5,9,8 Linden White Spruce 2113 2002 Box Elder LBI 10 ta 2003 11 Colorado Blue Spruce X 2115 2004 12 Colorado Blue Spruce X' 2116 2005 10 Colorado Blue Spruce X 2117 2006 12 Colorado Blue Spruce X 2118 2007 10 Colorado Blue Spruce X 2119 2DO8 10 Colorado Blue Spruce X 2120 2009 10 Colorado Blue Spruce X 2121 2122 2010 12 Colorado Blue Spruce X 2123. 2011 11 Colorado Blue Spruce X 2124 2125 2012 11 Box Eder X 21.26 2013 17,18,15 Swamp Willow/Black Red Oak 2127 2128 2013 12 Box Elder 14 Basswood 2014 20,1510,15 Swam Willow 2236 ---2129 2130 2131 2015 20,17 Swamp Willow - __-- - 2132 2016 12 Box Elder Specimen 2133 2017 12 Box Elder X 2134 2018 10 Box Elder Deer Stand 2135 2019 10 Box Elder Multistem leaders are unioned at ground 2136 2020 12. Cottonwood X 2137 2021 11 Ash X 2138 2022 14 Quaking Aspen X 2139 2023 19,12,10,8 Black Willow 14 2140 2024 13 Green Ash 2246 21428 2025 12,11 Black Willow v' y-, ow.:II.f 2143. 2026 13,129,8,7 Black Willow Dying 2144 2027 13 Silver Maple X 2145 2028 16 Scotch Pine X 2146 2029 11 Douglas Fur X 2147 2030 I.i 10. Scotch Pine X 2148 2031 15 Norway Spruce X 2149 2032 8,44,6,8 White Cedar X' 2150 2033 13 Box Elder 2151 2034 Basswood LBI _ LBI(lost tag) 2035 24 Box Elder Red Oak 2153 2036 16 Green Ash 11 2154 2037 12 Box Elder 2257 2155 2038 11 Box Elder 2156 2039 15 Box Elder 2157 2040 13 Box Elder 2158 2041 24 Cottonwood Hickory 2159 2042 16,10 Black Willow Multi stemmed split at ground 2160 2043 11,8,8 Cottonwood Hollow with majorleaders damaged fall on 2161. 2044 18,16,14 Cottonwood 2162. 2045 12,6,4 Basswood 2163 2046 17 Hickory 2164 2047 10 Red Maple Basswood 2165 2048 10 Basswood 14 2166 2049 7,6,4 Hickory 2268 2168 2050 13 Box Elder X 2169 2051 18 Box Elder Dead 2170 2052 10,6,6 Balsam Poplar X 2171 2053 9,6 Balsam Poplar Red Oak 2172 2054 13 Box Elder 14 2173 2055 9,8 Box Elder 2273 2174 2056 is Slippery Elm 2175 2057 it Eastern Red Cedar X 2176 2058 8,4 Hickory X 2177 .2059 13 Basswood Black Spruce 2178 2060 10 SlipperyElm 1 13,6 1 2179 2061 39 Basswood 2278 2180 2062 32 Basswood X 2180 2063 13 Box Elder X 2181 2064 10 Basswood 2182 2065 14,7 Basswood Basswood 2183 2066 15 Box Elder 10 2184 2067 13 Hickory 2283 2185 2068 15 Sugar Maple 2186 2069 13,8,10 Box Elder 2187 2070 15,11 Box Elder LBI 2188' 2071 16,16 Black Willow Basswood 2189 2072 10,8,7 River Birch X 2190 2073 ...17;14,8,7 Swamp Black Willow X 2191 2074 4;12,15,11,7 Swam Willow X 2192 2075 12,9 Swamp Willow X' 2193 2076 ,_16,14,13 Swam Willow X 2194 2195 2077 14,12 Black Willow Basswood - Basswood 2196 2078 2079 17 12 Black Willow Black Willow 8,4 _2197 2198 2080 17 Black Willow _ 2199' 2081 16,13 Black Willow 2200 2082 13 Black Willow LBI ilost tag) 2201 2083 18 Box Elder X 2202 2084 13 Box Elder Basswood 2203 2204 2085 12 Cottonwood 9,7 2205.. 2086 10 Bax Elder 2301. 2206 2207 2087 10 Green Ash 2208 2088 10 Box Elder 2209 2089 18,14,7 Box Elder X Imultisternmed leaders atground union 2090 12,14 Box Elder Double Stem_ 221.1 2091 15 Box Elder 10 -2212 221.3 2092 14,10 A. Elm `. dead 2093 10 Slippery Elm R 2215 2216 2094 13 Black Willow X 2217 2095 20 Cottonwood X 2218 2096 17 Black Willow Norway Spruce -. *2099 and 2100 are lost 2097 10 Flowering Crab 10 2220 2098 11 Flowed ng Crab 2312 2221. 2099 9 Flowed n Crab 2222 2100 11 Flowed n Crab LBI 2101 11,7,4 Box Elder Multi -stemmed leaders are untamed at round 2102 15 Box Elder Colorado Blue. Spruce X 2104 10 Box Elder 12 Norway5pruce 2105 11 Box Elder 2317 11 2106 15 Black Willow .2318 2107 14 Box Elder 2108 10 Box Elder X 210914 2320 Box Elder Basswood X 2110 10 Box Elder 9,53 7 6,6,6,4 Basswood Basswood TAG .'-' 2110 •• I 10 IMMON NAME !REMOVE Box Elder NOTES 2111 11 Box Elder Black Spruce X 2112 12 Box Elder 10 White Spruce 2113 11 Box Elder 2225 10 2114 12 Box Elder Basswood 2226 2115 12 Box Elder Basswood' X' 2116 10 Box Elder Basswood X 2117 10 SlipperyElm Black Willow X 2118 12 Box Elder 14,15 Black Willow 2119 17 Box Elder 2230 11 2120 17 Box Elder Basswood 2231 2121 2122 16 14 Bur-Oak- urOak2122 Red Oak X 2123. 11 Bur Oak X X 2124 2125 17 19,17 '.Box Elder Black Willow : X X X 21.26 20,16 Quaking Aspen X Red Oak 2127 2128 10 12 Basswood Black Walnut X X 14 Basswood 10 Box Elder- X- 2236 ---2129 2130 2131 12 10,6 Burflak I, Box Elder I, X X - __-- - 2132 12 i Box ElderX Slippery Elm Specimen 2133 27 Cottonwood Elm X 2134 23 Cottonwood 12 Deer Stand 2135 18,18 Cottonwood 3yx� 1 i {fir, SI'� I 0e *di 2241 12 Black Cherry Multistem leaders are unioned at ground 2136 18 Cottonwood Big Tooth Aspen Specimen 2137 18 Cottonwood Basswood Z 2138 20 Cottonwood 13 Box Elder 2139 10,8 Box Elder 2245 14 2140 11 Box Slippery Elm 2246 21428 11 �Elder Box Elder r -n_. v' y-, ow.:II.f 2143. 12,8,7 Box Elder Sugar Maple, Dying 2144 12 Box Elder Hickory 2145 10 Box Elder 14 A. Elm 2146 11 Box Elder 13,10 Box Elder 2147 10 Box Elder 2251 10 2148 11 1 Box Elder SlipperyElm 2252 2149 12 Box Elder Ironwood 2150 11 Box Elder Black Cherry 2151 12,11 Basswood Slipper or Red 2152 12 Box Elder 13 Red Oak 2153 11 Box Elder 2256 11 2154 10 Box Elder Red Oak 2257 2155 10 Hickory Red Oak 2156 11 Hickory Red Oak 2157 21 Box Elder Box Elder 2158 10,8 Box Elder 10 Hickory 2159 12,12 Basswood 2261 Multi stemmed split at ground 2160 62 Basswood Black Cherry Hollow with majorleaders damaged fall on 2161. 11,7,4 Basswood S. Elm 2162. 10 Basswood Green Ash 2163 10 Basswood Basswood 2164 IS Red Oak 12 Basswood 2165 10,4 Basswood 2268 14 2166 10 Basswood Sugar Maple 2268 2168 18,12 Box Elder Hackbeay X 2169 12,11 Box Elder Green Ash Dead 2170 9,6 Bax Elder Basswood X 2171 1 12 Box Elder 12 Red Oak 2172 12 Basswood 2272 14 2173 12 Norway Spruce Basswood 2273 2174 12 SlipperyElm Basswood 2175 13 Red Pine Basswocd X 2176 13 Basswood Colorado Blue Spruce X 2177 13 Basswood 10 Black Spruce 2178 12 Eastern Red Cedar 2277 1 13,6 1 2179 10 A.Elm" X 2278 2180 10 Box Elder X X 2180 10 Box Elder X X 2181 9,9 Box Elder X 2182 9,10 Cottonwood X Basswood 2183 16 Cottonwood X 10 2184 12 Box Elder X 2283 2185 13 Box Elder X 2186 10 Box Elder X 2187 2285 LBI Basswood LBI 2188' 14 Colorado Blue Spruce 1, X Basswood 2189 12 Colorado Blue Spruce) X 10 10 6 5,4,4 2190 : 11 Colorado Blue Spruce I! X 2290-',(S6,6,6,5, 2191 10. Colorado Blue Spruce X 2192 12 Colorado Blue Spruce X 2193 ' 11 Colorado Blue Spruce X X 2194 2195 10 12 Quaking Aspen Cottonwood X X.. Basswood - Basswood 2196 11 Quaking Aspen X 8,4 _2197 2198 10 12 Colorado Blue Spruce Colorado Blue Spruce' __X_ X _ 2199' 11 Colorado Blue Spruce X 2200 12 Colorado Blue Spruce:: X LBI ilost tag) 2201 10 Colorado Blue Spruce X X 2202 : 10 Colorado Blue Spruce X Basswood 2203 2204 :8,7,6,5 12 American Maple : Colorado Blue Spruce : X X 9,7 2205.. 14 Colorado Blue Spruce: X 2301. 2206 2207 11 11 Black Spruce Colorado Blue Spruce. X X 2208 11 Colorado Blue Spluce', X 2209 12 .Colorado Blue Spruce I. _X'_ X 2210 1 11,6 Blue Spruce 1 X Double Stem_ 221.1 14 Flowering CrabX 2305 10 -2212 221.3 10 17 BurOak _ Eastern Red Cedar '. X X `. 2214 10,6,7,7,9 Amur Maple X R 2215 2216 16 11 BoxElder Algerian Elm X X X 2217 14 Box Elder X X 2218 14 Maple X Norway Spruce -. 2219 11 Black Spruce X 10 2220 < 11 Black Spruce X 2312 2221. 11 Black Spruce X 2222 10 LBI X LBI TAG ' SIZE '' COMMON NAME REMOVE NOTES NOTES 2223 11 Black Spruce X 4Z 2336 2224 10 White Spruce a 2337 9,6,33 2225 10 Spruce 2338 11 Basswood 2226 11 White Spruce 7,4,3 Basswood' X' 2227 16 Black Willow Basswood X 2228 22,8 Black Willow X 2342 2229 14,15 Black Willow 2343 10,8 2230 11 Black Willow 2344 11 Basswood 2231 10 Red Oak 11 Elm 2232 17 White Pine Elm X 2233 15 Red Oak X a 2348 2234 15 Red Oak Q 2349 16 2235 14 Basswood 2350 10 White Pine 2236 12 Basswood 10 Scotch Pine X 2237 47 White Oak Slippery Elm Specimen O 2238 14 Elm X Dead 2354 2239 12 Basswood WZ 2355 11 3yx� 1 i {fir, SI'� I 0e *di 2241 12 Black Cherry uh'--,N ... ..s^ t„ M�r .;_.Nyee2 � 2242 21 Hickory Big Tooth Aspen Specimen 2243 10,7 Basswood Z LBI(losttag) 2358 2244 13 Box Elder 2359 13 2245 14 Box Elder 2360 17 Slippery Elm 2246 15 Box Elder 11,10,9 Box Elder X 2247 12 A. Elm Sugar Maple, Dying 2248 8,6 Hickory 2364 2249 14 A. Elm *appears to be same tree as SO -very unusual 2250 13,10 Box Elder *appears to be same tree as 49 unusual -very 2251 10 Box Elder 2367 10 SlipperyElm 2252 10 Box Elder 9,6 Ironwood 2253 10 Hickory Black Cherry 2254 10 Slipper or Red 2371 2255 13 Red Oak Dead 13 2256 11 Hickory 2373 23 Red Oak 2257 13 Box Elder 20 Red Oak 2258 16 Box Elder Red Oak 2259 14 Box Elder 2377 2260 10 Hickory 2378 12 2261 13 White Oak 2379 10 Black Cherry 2262 2263"> 2264 11 11 13 A. Elm Box Elder Box Elder X X S. Elm 2265 14 A. Elm Green Ash 2266 15 Basswood Dead 2383 2267 12 Basswood 2384 8,7 2268 14 Red Oak 2385 10 Sugar Maple 2268 14 Red Oak 13 Hackbeay X 2269 13 A. Elm Green Ash Dead 2270 11,4 1 Basswood X 2389 2271 12 Red Oak 2390 .11,12,6. 2272 14 Norway Spruce 2391 12 Basswood 2273 12 Colorado Blue Spruce 11,10 Basswood 2274 13 Norway Spruce Basswocd X _ 2275 13 Colorado Blue Spruce X 2395 2276 10 Black Spruce 2396 11 2277 1 13,6 1 Slippery Elm 2397 11 Elm 2278 14 Basswood 14 Black Cherry X 2279 10,10 Basswood A. Maple X 2280 11 Basswood 2401 2281 10 Basswood 2402 10 2282 10 Basswood 2403 13 Basswood 2283 10 Basswood 10 Basswood 2284 10 :, Basswood X Growing parallel to round/leaner 2285 12 Basswood X " 2407 2286 10 Basswood X 2408 10,5,3 2287J-+ 22$8. 2289 10 10 6 5,4,4 Basswood Basswood Basswood X X X it Basswood 2290-',(S6,6,6,5, _ Basswood X - 2291' 8,7,45,4 Basswood X 2292 7,6,6,5,3. Basswood X 2413 2293 ` 2294 7,5,4,3. 9,4 Basswood - Basswood X X 2414 22 2295 8,4 Basswood X 10 Basswood 2296 9,6,5.4' Basswood X Basswood 2297 2417 LBI Basswood LBI ilost tag) 2298 10,6,4 Basswood X 2419 2299 9,5 `. Basswood X 2420 12 2300 9,7 Basswood X 9,8 Basswood 2301. 18 Colorado. Blue Spruce X Basswood 2302: S; 14 Blue: Spruce X 2303 12 Colorado. Blue Spruce X 2425 2304 12 " Colorado Blue Spruce X 2426 10 2305 10 Colorado Blue Spruce X 12 Basswood 2306' 13 Colorado Blue Spruce X Black Maple R 2307 .2308 12 it Colorado Blue Spruce Colorado Blue Spruce X X X 2309 11 Blue Spruce X 2431 2310. 12 Norway Spruce -. X 2432 11 2311 10 Norway Spruce X 2312 11 '. White Spruce X 2313 10 r. Black Spruce X 2314' 12 Colorado Blue Spruce 2315. 13 Colorado Blue. Spruce X .2316 12 Norway5pruce X 2317 11 Green Ash X .2318 9,7,6,6,5r Basswood X 2319 10,9,8,-7,7 Basswood X 2320 6,6,6,6v5,` Basswood X 2321 2322 9,53 7 6,6,6,4 Basswood Basswood X X 2323 12,1(1 Basswood X '.' 2324 10 j Cottonwood X 2325 10,8,8,6,4 _ .Basswood X. 2326 LO,10,105, Basswood - X - 2327 11 Basswood X 2328 10 :. Rock Elm, `� - 2329 13 _ .:Rack Elm, X _ --------- 2330 11 Cottonwood X _ .2331 1,10;10,8, Basswood X _ 2332 8,7,6,5 Basswood X. 2333 7,6,5 Basswood X - TAG 2334 SIZE 8,4 COMMON NAME Basswood REMOVE X NOTES 2335 11,10,9,8 Basswood X' 4Z 2336 11,8,7,7 Basswood X a 2337 9,6,33 Basswood X Z 2338 11 Basswood X O 2339 7,4,3 Basswood' X' 2340 8,6,6,3 Basswood X 2341 9,6,5,4,4 Basswood X 2342 12 Green Ash 2343 10,8 Green Ash H W 2344 11 Basswood Cn 2345 11 Elm W 2346 10 Elm X 2347 12,6,5,4 Basswood X a 2348 10,13 Basswood X Q 2349 16 Red Oak X Z 2350 10 White Pine X 2351 10 Scotch Pine X MQ I.V 2352 14.. Slippery Elm X O 2353 10,9,5 _ Birch X Z 2354 10 ___River Black Spruce WZ 2355 11 WhiteSpruce Z 2356 13 Big Tooth Aspen N 2357 LBI Z LBI(losttag) 2358 1 12 1 Sugar Maple X 2359 13 SugarMaple. X H 2360 17 Slippery Elm X 2361 11,10,9 Box Elder X 2362 10; Sugar Maple, X 2363 37 Red Oak 2364 10 A.Elm 2365 1 10 Black Cherry 2366 10 A.EIm 2367 10 SlipperyElm Dead 2368 9,6 Ironwood 2369 12 Black Cherry 2370 11 SlipperyElm 2371 13 Red Oak 2372 13 Red Oak 2373 23 Red Oak Tree stand/game camera 2374 20 Red Oak 2375 14 Red Oak 2376 12 A.Elm 2377 11,9,8,7,7 Basswood 2378 12 Red Oak 2379 10 Black Cherry 2380 15 S. Elm Deadinfence 2381 12 Green Ash 2382 LBI Now = 2754 2383 11' Black Cherry'" X 2384 8,7 A. Elm X 2385 10 Sugar Maple X 2386 13 Hackbeay X 2387 10 Green Ash X 2388 10 Green Ash X 2389 11 Black Maple X' 2390 .11,12,6. Basswood X Dead 2391 12 Basswood X ` 2392 11,10 Basswood 2393 12 Basswocd X _ 2394 13 Basswood X 2395 14 Box Elder X 2396 11 Hackberry X 2397 11 Elm X 2398 14 Black Cherry X 2399 7,6,6,5,5 A. Maple X 2400 15 S. Elm 2401 10,7,7,6 Basswood 2402 10 Basswood 2403 13 Basswood 2404 10 Basswood 2405 9,7,6,6 Basswood Growing parallel to round/leaner 2406 12 Box Elder 2407 12 Box Elder 2408 10,5,3 Basswood 2409 it Basswood 2410 13 Basswood 2411 27 Basswood 2412 10 Slippery Elm 2413 31 Red Oak 2414 22 Red Oak 2415 10 Basswood 2416 10 Basswood 2417 10 Basswood 2418 12 1 Basswood 2419 11 Basswood 2420 12 Basswood 2421 9,8 Basswood 2422 10 Basswood 2423 9,9 Basswood 2424 11 Basswood 2425 10 Sugar Maple 2426 10 Basswood 2427 12 Basswood 2428 22 Black Maple R 2429 11 Elm X 2430 10 Basswood X 2431 LBI LBI (losttag) 2432 11 Basswood X KEY LN - DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY LBI - LEFT BLANK INTENTIONALLY CAV - DENOTES VISIBLE SIGNS OF CAVITY AND ROT DAM - DENOTES TREE SHOWING SIGNS OF DAMAGE DAM TERM - DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHER DUE TO AGE, DISEASE OR INFESTATION CDT - DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. DBR - DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com I.i L� �� III GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 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 ,4u ,-( �� MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE CONTROL BY DATE DATE ISSUE 8-29-16 ICITY COMMENTS 9-23-16TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 h IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 43 of 48 4Z a Z O H W Cn W W a Lr)M = Q In O Z m O Z MQ I.V Zz O O J U Z WZ O w Z p Lja N z Z W O Lr)a OoC L c) U H 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 ,4u ,-( �� MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE CONTROL BY DATE DATE ISSUE 8-29-16 ICITY COMMENTS 9-23-16TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 h IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 43 of 48 TRFF INVFNTnRY & CALCULATIONS • ITAG SIZE COMMON NAME REMOVE NOTES 2684 2433. 10 Basswood X 2685 11 2435 7,6,6,5 River Birch X 12 Red Oak 2436 10,4,3 River Birch X Siberian Elm 2800 2437 8,8,7 River Birch X 2761 19 2438. 9,6,5 River Birch X Slippery Elm 2690 2439 7,6,5,3. White Birch X 2691 16 2440 8,6,7;4 .River Birch X 32 White Oak 2441 10,6,6. River Birch X Bur Oak 53.5 2442 -12 Green Ash X Bur Oak 18 2443 13' Green Ash X 2770 2696 2444 12 Green Ash X Stemmed ironwood rare and large fur sps 2557 2445 14 Green Ash X 10 2558 2446 6111 Slippery Elm X Red Oak 2559 2447 9,9,6,7 Slipper Elm X 2776 2560 2448 8,6. Easter Cottonwood X Slippery Elm 2561 2449. 10 Green Ash X 2703 2562 2450 12 Green Ash X 13 2563 15 10 Green Ash X Sugar Maple I E2452 11 GreenAsh X Box Elder 2565 2707 10 Green Ash X 2785 2566 2454. 2455 10 10 Green Ash Green Ash X X 2709 2456 '. 11,9 Quaking Aspen X 18 , 2568 2457 9,6 Quakin Aspen X Basswood 2569 2458 7,7,6 Flowering Crab X X 2570 .2459 2460 10 '9. Locust Elm X X 12 2571 2572 2461'' 16 Red Oak X 2715 ;.2601 2462 10 Ash X 13 2602 2463 10 Borflow X Red Oak -. 2603 2464 9 Hackberry X X 2604 2465 10,8.. Basswood X 11 2605 2466 12 Black -Cherry X 2721 '.2606. 246710 NorwaySpruce Hackberry X 10 2607 2468 11 1 Rock Elm, X Siberian Elm `. 2608 2469 10-TRed Oak X X `..2609 2470 10 Borw Ash X 14 2610 2471 10 Box Elder X 2727 2611 2472 10,7 Box Elder X 10 2612 2473 37,9,23 Red Oak X Multi stemmed 2613 2474 17 Sugar Maple Red Oak X 2614 2475 12 Box Elder X 13 2615 2476 12 Hackberry 12 2733 2616 2477 "' 10,9... Ironwood 2734 10 2617 2478 12 Ash Ix Black Willow 2618 2479 15 Black Willow Black Cherry 2849 '. 2619 2480 20 Green Ash 2850 15 2620 2481 15 Hackberry 40 2739 2621 2482 13 Hackberry Property Southeast 12 2622' ,.' 2483 �.z=14- ..:.::. Red oak Red Oak 2623 2484 14 Swamp Willow Hackberry X 2624 2485 16 SlipperyElm X 29 2625 2486 12 Green Ash Specimen 2745 2626- 2487 10 Green Ash 2746 10 2627 2488 10 Black Cherry 10 Slippery Elm 2628 2489 10 SlipperyElm A. Elm X 2629 2490 Red Oak LBI X Now = 13962 2630 2491 18 Red Oak X 2751 2631 2492 18 Red Oak X 12 2632 2493 14 Cottonwood X 1 rrppn Ach 2633 2494 14 Flowering Crab X 10 2634 2495 10 Cottonwood X Basswood 2635 2496 10 Green Ash _ No tag (point no. 2636 40 White Oak 2497 10 Green Ash Basswood X 2498 10 Green Ash 10 BurOak X 2499 11 Green Ash 2639 11 i White Oak 2500 12 Cottonwood 2640 11 2501- 10 Green Ash X 2641 2502 10 Green Ash X 2503 10,9,8 Siberian Elm X 2504 12 Eastern Red Cedar X 2505 10,5 Eastern Red Cedar. X White Oak 2506 -.9,8 Siberian Elm X 13 A. Elm 2507 10 Box Elder X 2646 13 A. Elm 14 Hickory X 2647 10 6 Eastern Red Cedar X 2648 0 Black Maple X P 4 Sugar Maple X 0 Su at Maple X White Pine 8 Red Oak ' X 11 White 1pine X 1 Rock Elm,39 SugarMaple 18 Green Ash 14 SugarrMaple X 2653 19 15 Su arMa Ie X 2654 14 Hickory X Dead ,10 Red Oak X 2520 10 Sugar Maple X Silver Maple 2521 11 Sugar Maple X Silver Maple 2522 10 Slippery Elm X Silver Maple 2523 13- Black Cherry X Silver Maple 2524 14,7 Red Oak 10 Silver Maple 2525 " 13 Siberian Elm X Silver Maple 2526 12 Red Oak X Silver Maple 2527 10 Green Ash X Silver Maple 2528 "13 Black Cherry X Colorado Blue Spruce 2529 12 Flowering Crab X 2530 10 Basswood X 2531 12.. Box Elder ` X X - 2532 13 Black Cherry X 2533 13 Basswood X` 2534 10 Bass,sood X 2535 10 Bassv.00d X. 2536 13 Rock Elm, X 2537 12 Rock Elm, X 2538 12 Ash X 2539 11 Basswood. X 2540 12 Basswood X 2541 13 Black Cherry X 2542 10 Black Walnut X 2543 1 12,7,6,6 Basswood X Black Spruce 2544'L 12 Green Ash X White Oak `. TAG '' SIZE COMMON NAME'. - REMOVE NOTES 2684 2545 10 Black Cherry X 2685 11 2546 10 Black Cherry X 12 Red Oak 2547 12 Black Maple X Siberian Elm 2800 2548" 11 A. Elm X 2761 19 2549 12 Box Elder X Slippery Elm 2690 2550 11 Black Cherry X 2691 16 2551 10. Black Cherry X 32 White Oak 2552. 9,7 Green Ash X Bur Oak 53.5 2553 10 Green Ash X Bur Oak 18 2554 2555 _8,5 9,7,4 SlipperyElm Basswood X X 2770 2696 2556 12 Cork Elm 11 Stemmed ironwood rare and large fur sps 2557 9,11,7,7 Ironwood X 2698 10 2558 9,8,4,6 Ironwood 2699 Another ironwood on the hillside with multiple leads stemmed at the ground as or like a basswood Red Oak 2559 14 Black EI m 15 Siberian Elm 2776 2560 10 Black Elm X X Slippery Elm 2561 10 Hackberry X 22 2703 2562 10 Green. Ash X 2704 13 2563 15 Black Willow X Dead Sugar Maple 2564 Slippery Elm LEI 22 LBI Box Elder 2565 2707 LBI Green Ash LBI 2785 2566 10 Cedar X 13 2709 2567 11,6 Basswood X 2710 18 , 2568 11,7,5 Basswood X 10 Basswood 2569 17 Red Oak X Slippery Elm X 2570 13 "RedOak X X 12 2571 2572 56 11 Red Oak White Oak X Specimen 2715 ;.2601 10 Ironwood X on barbed wi re f ence 13 2602 18,20. Red Oak X multistemmed inc bark @ union Red Oak -. 2603 20 Red Oak X Slippery Elm X 2604 19 Red Oak X X 11 2605 10 Norway Spruce X 10 1 2721 '.2606. 13 NorwaySpruce X 2722 10 2607 -.14 White Spruce X 10 Siberian Elm `. 2608 13 Norway Spruce X 1 Quaking Aspen X `..2609 10 Black Spruce X X 14 2610 11 Blue Spruce X 11 2727 2611 10 White Spruce 10 2728 10 2612 10 Blue Spruce 2729 10 Quaking Aspen 2613 11 Blue Spruce 12 Red Oak X 2614 10 Black Spruce Sugar Maple X 13 2615 12 Blue Spruce 2845 12 2733 2616 13 Red Pine 13 2734 10 2617 10 Black Spruce X 15 Black Willow 2618 12 Norway Spruce X Black Cherry 2849 '. 2619 11 Blue Spruce X 2850 15 2620 13 Blue Spruce 2851 40 2739 2621 17,13,5,5 Basswood X Property Southeast 12 2622' 13' Red Oak X 15 Red Oak 2623 13 Basswood X Hackberry X 2624 7,6,5 Basswood X X 29 2625 43.5 Red Oak X Specimen 2745 2626- 20 Basswood X 2746 10 2627 15 Basswood X 10 Slippery Elm 2628 13 Red Oak X A. Elm X 2629 10 Red Oak X X Slippery Elm 2630 14 Bur Oak X Deer Stand 2751 2631 13 SlipperyElm X 2752 12 2632 13 Red Oak -X 17 1 rrppn Ach 2633 10 A. Elm X 7336 10 2634 26 Rock Elm 7356 13 Basswood 2635 32.5 White Oak 10 _ No tag (point no. 2636 40 White Oak 7359 2637 13 Basswood X 2638 10 BurOak X 2639 11 i White Oak X 2640 11 A. Elm 2641 13 A. Elm 2642 13 Basswood 2643 10 Hickory 2644 27 White Oak 2645 13 A. Elm Dead 2646 13 A. Elm 2647 10 Black Walnut 2648 11 Black Walnut 2649 14 Black Walnut 2650 12 White Pine 26511 11 White 1pine X 18 Green Ash 'X 2653 19 Silver Maple 2654 14 Silver Maple 2655 12 Silver Maple 2656 17 Silver Maple 2657 20 Silver Maple 2658 16 Silver Maple 2659 14 Silver Maple 2660 10 Silver Maple 2661 10 Silver Maple 2662 16 Silver Maple 2663 12 Silver Maple 2664 10 Colorado Blue Spruce 2665 14 Green Ash 2666 16 Red Oak 2667.[ 13_ , Green Ash_ X - 2668 15 Red Oak 2669 10 A. Elm 2670 12 Slippery Elm 2671 10 Green Ash 2672 13 Bur Oak 2673 12 Bur Oak 2674 10 Scotch Pine 2675 13 Green Ash 2676 10 Blue Spruce 2677 17 Red Oak 2678 12 Black Spruce 2679 10 Black Spruce 2680 39 White Oak 2681 12 White Pine 2682 10 Box Elder 2683 it White Oak TAG SIZE COMMON NAME REMOVE NOTES 2684 Black Willow LBI 2756 LBI 2685 11 Sugar Maple X Bur Oak 2686 12 Red Oak X 15 2687 19 Siberian Elm 2800 2760 1 2688 27 White Oak 2761 19 2689 36 Swamp White Oak 12 Slippery Elm 2690 25 Bur Oak A. Elm 13 2691 16 Bur Oak 2804 2765 2692 32 White Oak 2766 17 2693 24 Bur Oak 53.5 —Slippery Red Oak 2694 14 American Elm Bur Oak 18 2695 15 Red Oak 2808 2770 2696 18 Red Oak 2771 11 2697 13 Slippery Elm 15 Hackberry 2698 10 Ash Slippery Elm 11 2699 12 Red Oak 2812 Dying -Dead 2700 15 Siberian Elm 2776 12 2701 33 Bur Oak X Slippery Elm 2702 17 Red Oak X 22 2703 11 White Oak X 2780 2704 13 Red Oak X 35 2705 18 Sugar Maple 10 Slippery Elm 2706 22 Black Willow Box Elder 20 2707 11 Green Ash 2820 2785 2708 16 Black Willow 2786 13 2709 10 Black Cherry X 13 2710 18 Black Willow 2823 12 2711 10 Basswood X Dying 2712 11 Slippery Elm X 17od2792 2713 12 Red Oak X 12 2714 18 Ironwood X Specimen 2715 12 Slippery Elm X 11 2716 13 Hickory X 10 2717 21 Red Oak 2830 11 2718 10 Slippery Elm X 10 2719 15 Slippery Elm X 11 2720 10 Hackberry X 10 1 2721 10 Hackberry X 12 2722 10 Hickory X 10 1 2723 10 Siberian Elm 2836 12 2724 11 1 Quaking Aspen X 10 2725 15 Siberian Elm X 14 2726 15 Ironwood X 11 2727 10 Quaking Aspen X 10 2728 10 Quaking Aspen X 12 2729 10 Quaking Aspen X 15 2730 12 Red Oak X 12 2731 10 Sugar Maple X 13 2732 11 Black Walnut 2845 12 2733 10 Red Oak 2846 13 2734 10 Box Elder 2847 13,9 2735 15 Black Willow 2848 15 2736 12 Black Cherry 2849 14 2737 14 Ironwood 2850 15 2738 10 Red Oak 2851 40 2739 10 Sugar Maple 2852 10 2740 12 A. Elm 2853 Dying -Dead 2741 15 Red Oak 2854 35 2742 19 Hackberry X 38 2743 13 Red Oak X 29 2744 19 Hackberry X 20 2745 10 Green Ash X 39 2746 10 A. Elm X 32 2747 10 Slippery Elm X 10 2748 10 A. Elm X 14 2749 11 Green Ash X Slippery Elm 2750 14 Red Oak X Deer Stand 2751 12 Red Oak X Slippery Elm 2752 12 Red Oak X Red Oak 7757 17 1 rrppn Ach 17,10 Green Ash 2754 SO Green Ash 2796 2755 21,18 Black Willow X Multiple Lender unioned @ 3ft on the trunk 2756 17 Green Ash TEMP, CDS RELOCATION 2757 32 Bur Oak Box Elder 2758 34 Bur Oak 15 2759 37 Red Oak 2800 2760 1 15 Box Elder X 2761 19 Red Oak X 2762 12 Slippery Elm X 2763 8,10 A. Elm 13 2764 11 A. Elm 2804 2765 27 White Oak 2766 17 Elm 2767 53.5 —Slippery Red Oak Bur Oak 2768 25 Bur Oak 18 2769 35 Swamp White Oak 2808 2770 10 Siberian Elm 2771 11 Slippery Elm 2772 15 Hackberry White Oak 2773 12 Slippery Elm 11 2774 19 Bur Oak 2812 2775 13 A. Elm 2776 12 Siberian Elm 2777 11 Slippery Elm A. Elm' 2778 32 Bur Oak 22 2779 19 Bur Oak 2816 2780 19 1 Bur Oak 2781 35 Bur Oak 2782 10 Slippery Elm Box Elder 2783 10 Box Elder 20 2784 10 Ironwood 2820 2785 10 Hackberry 2786 13 er 2787 10Elm 13 A. Elm 2788 15er 2823 12 2789 15er 2824 2790 10Elm MBasswood 2791 17od2792 Box Elder 182793 12 Green Ash 36ak 2827 11 2794 14 Green Ash 2828 2795 _ 15 White Pine NN -AWN 2796 12 White Spruce DATE ISSUE 2797 11,8 Flowering Crab TEMP, CDS RELOCATION 10-10-16 2798 26 Box Elder 10-31-16 STORM 12" TO 15" REVS 2799 15 A. Elm Dead 6-13-17 2800 12 A. Elm 7-14-17 LIFT STATION ELEC TRANS REV 2801 31 Bur Oak 2802 15 Box Elder 2803 13 A. Elm 2804 12 Slippery Elm 2805 31 Bur Oak 2806 30 Bur Oak 2807 18 Bur Oak 2808 12 A. Elm 2809 16 A. Elm 2810 38 White Oak Dead 2811 11 Slippery Elm 2812 29 Bur Oak 2813 10 A. Elm 2814 10 A. Elm' 2B15 22 Box Elder 2816 10 Rock Elm 2817 10 Rock Elm 2818 12 Box Elder 2819 20 Box Elder 2820 11 Box Elder 2821 12 A. Elm 2822 13 A. Elm 2823 12 A. Elm 2824 16 Box Elder 2825 14 Box Elder 2826 12 Green Ash 2827 11 Siberian Elm 2828 11 A. Elm IDead 2829 10 Box Elder 2830 11 Box Elder 2831 10 Box Elder Ideer stand 2832 11 Box Elder 2833 10 1 Box Elder 2834 12 Box Elder 2835 10 1 Box Elder 2836 12 Hackberry 2837 10 Box Elder 2838 14 Green Ash 2839 11 Box Elder 2840 10 Box Elder 2841 12 Green Ash 2842 15 Box Elder 2843 12 Box Elder 2844 13 A. Elm 2845 12 Box Elder 2846 13 Box Elder 2847 13,9 Siberian Elm 2848 15 A. Elm 2849 14 A. Elm 2850 15 A. Elm 2851 40 White Oak dead and broken 2852 10 Slippery Elm 2853 23 Bur Oak 2854 35 Bur Oak 2855 38 A. Elm 2856 29 Bur Oak 2857 20 White Oak 2858 39 Red Oak 2859 32 Bur Oak 2860 10 Slippery Elm 2861 14 Slippery Elm dead and broken? 2862 12 Slippery Elm 2863 11 Slippery Elm 2864 11 Slippery Elm 6717 16 Red Oak Notag (point no. id) 7335 17,10 Green Ash No tag (point no. id) 7336 10 Willow Notag (point no. id) 7356 13 Basswood No tag (point no. id) 7357 10 Basswood No tag (point no. id) 7359 23 Basswood Notag(pointno.id) KEY LN - DENOTES TREE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY LBI - LEFT BLANK INTENTIONALLY CAV - DENOTES VISIBLE SIGNS OF CAVITY AND ROT DAM - DENOTES TREE SHOWING SIGNS OF DAMAGE DAM TERM - DENOTES A TREE THAT HAS LOST ITS TERMINAL STEM LEADER SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EITHER DUE TO AGE, DISEASE OR INFESTATION CDT - DENOTES A MULTIPLE STEMMED TRUNK AND IS OR MAY BECOME INCLUDED. DER - DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION KEY _ TREE TO BE REMOVED = TREETO REMAIN I= GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 41 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com a Z _0 Q W ZW LU X M Lo U Z �a 0 Q °° V) Z Nw Z 0 0 Z D CL V W 0Z 0 wN LLI Z YC/) W 0 Ln a 0 oC LL U F- I 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 MARK RAUSCH, PE 7-14-17 43480 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP, CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & 1112 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 LIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 215-0119 SHEET 44 of 48 INFILTRATION BASIN SECTION PROVIDE TEMPORARY 6" ATRIUM GRATE AT DRAINTILE RISER PIPE LOCATIONS, 2" ABOVE SOIL SURFACE, FASTEN WITH SCREWS. 12" PLANTING DEPTH, PLANT WITH WELL BLENDED MIXTURE (BY VOLUME): 50% SEMI -COARSE WASHED SAND, 50% MNDOT GRADE 2 COMPOST SEEDING NOTES: REPLACE 6" ATRIUM GRATE WITH CAP AFTER ONE (1) YEAR OR ONCE PLANTS HAVE BECOME ESTABLISHED. ATTACH CAP WITH THREE SCREWS. PRAIRIE SEED MIX: MN STATE SEED MIX 35-221 (DRY PRAIRIE GENERAL) SEEDING RATE TO BE 36.5 LBS/ACRE (PURE LIVE SEED). INFILTRATION BASIN SEED MIX: MN STATE SEED MIX 33-261 (STORMWATER SOUTH & WEST). SEEDING RATE TO BE 35 LBS/ACRE (PURE LIVE SEED). APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 1 - JUNE 30 OR NOV. 1 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED (UNLESS OTHERWISE SPECIFIED) WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. REFER TO 0&M DOCUMENT FOR FURTHER DETAILS REGARDING INSPECTION AND MAINTENANCE PRACTICES REFER TO MN STATE SEED MIX MANUAL PLANTING NOTES 2" COARSE FILTER AGGREGATE UNDISTURBED, UNCOMPACTED INSITU SOIL, INFILTRATION RATES GREATER THAN 1" PER HOUR, FIELD VERIFY -6" DRAINTILE, AASHTO -252 WRAP WITH KNIT POLYESTER SOCK, 0.0% MIN. SLOPE, SEE PLAN VIEW FOR LAYOUT AND OCS DETAIL FOR CONNECTION. 1. INSTALL 6" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. B. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 12. BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. 13. CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION PLAN WITH 100% COVERAGE FOR DESIGNED SOD AND SHRUB AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAIN BIRD OR APPROVED EQUAL. INSTALL SEPARATE METER FOR IRRIGATION SYSTEM. COORDINATE WITH GENERAL CONTRACTOR. NATIVE SEED AREAS SHALL BE ON SEPARATE ZONES. IRRIGATION RUN TIMES IN SEEDED AREAS SHOULD BE REDUCED FOR THE ZONE SHUTS DOWN AFTER THE FIRST 2 YEARS OF ESTABLISHMENT. 14. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 15. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. 16. INFILTRATION BASIN SEEDING/PLANTING SHALL BE IN THE FOLLOWING SEQUENCE: 1. BASE SEEDING 2. EROSION CONTROL BLANKET 3. NATIVE PLUGING INTO BLANKET (SEE LEGEND AND SCHEDULE FOR SEED AND PLUG TYPES). 17. EROSION CONTROL BLANKET TO BE 100% BIODEGRADABLE, AND DEVOID OF PLASTIC NETTING. USE CURLEX NETFREE OR APPROVED EQUAL. PROPOSED DECIDUOUS OVERSTORY TREE, REFER TO PLANTING SCHEDULE PROPOSED CONIFEROUS TREE, REFER TO PLANTING SCHEDULE PROPOSED ORNAMENTAL TREE, REFER TO PLANING SCHEDULE. PROPOSED OVERSTORY TREE AS REQUIRED PER TREE MITIGATION. EXISTING TREE TO REMAIN, REFER TO TREE MITIGATION PLAN. LARGE BOULDER OUTCROPPINGS FIELD PLACE ON SLOPES PRAIRIE SEED MIX MN STATE SEED MIX 35-221 (DRY PRAIRIE GENERAL) INFILTRATION BASIN SEED & PLUG MIXES: SEED MIX - MN SEED MIX 33-261, STORMWATER SOUTH AND WEST -NATIVE PLUG MIX - SEE PLANTING SCHEDULE INFILLTRATION BASIN TREE PROTECTION FENCE EXISTING TREE CANOPY LIMITS SEE LANDSCAPE SCHEDULE FOR SPECIES/QUANTITIES. K. ✓ Z � "nom I I *,. 828 1i 27 ' •8826 LOT E 830 1 831wETLAND8 845 0 832 v°r xaxuc avmr" °' 2833 �3tD841 842 I I I TLAND3 I I I 1 101, 0 it if � 0 50 100 200 SCALE IN FEET 101 O O 0 LANDSCAPE REQUIREMENTS 1. RESIDENTIAL SUBDIVISION LANDSCAPE REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD BY HOME BUILDER PROVIDED = 1 TREE PER LOT (45 TREES) 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT REQUIRED = 126 TREES, SEE CANOPY TREE COVERAGE PLAN PROVIDED = 124 TREES 3.. LANDSCAPE BUFFERYARD REQUIREMENT REQUIRED GREAT PLAINS BOULEVARD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 100' L.F. TOTAL BUFFERYARD LENGTH = 178 L.F. ALONG GREAT PLAINS BOULEVARD AT A 30' WIDTH, THE BUFFERYARD MULTIPLIER IS .4, THEREFORE, THERE ARE 2 OVERSTORY, 3 UNDERSTORY AND 5 SHRUBS REQUIRED TO BE PLANTED IN THE BUFFERYARD AREA. PROVIDED = 2 OVERSTORY, 3 CONIFERS, 5 SHRUBS TREE MITIGATION: NOTE: ADDITIONAL REQUIRED TR P R TREE MITIGATION TO BE LOCATED ORESIDENTIAL ESIDENTIAL LOTS: 0 45 FRONT YARD TREES (WHERE FEASIBLE) TO BE PROVIDED BY HOME BUILDER ON NEW LOTS: OVERSTORY DECIDUOUS TREES: AUTUMN BLAZE MAPLE, SKYLINE HONEYLOCUST, GREENSPIRE LINDEN, RIVER BIRCH. REQUIRED TREES SHALL BE TWO AND ONE HALF (2.5") INCHES IN DIAMETER (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. CONIFEROUS TREES: BALSAM FIR, NORWAY SPRUCE, NORWAY PINE, MITE PINE. REQUIRED TREES SHALL BE 6' HIGH (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. PLANTING SCHEDULE QTY. KEY COMMON NAME/60TANICAL NAME SIZE/ROOT TYPE REMARKS XATURE READT 11 BL OVERSTORY TREES GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. M0 0 Tilia cordata 'Greenspire' V) Z NO V -CROTCH 13 CH v 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 50' W. Q Z LJ Tilia cordoto 'Littleleaf' LIQ � CD NO V -CROTCH Y 13 SM SUGAR MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Acer saccharum 'Sisseton' NO V -CROTCH 11 RM RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Acer rubrum 'Northwood' NO V -CROTCH 19 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Quercus bicolor NO V -CROTCH 45 -- RESIDENTIAL FRONT YARD TREES 2.5" CAL. B&B FULL FORM (REFER TO TREE MITIGATION NOTE) CONIFERS 24 NS NORWAY SPRUCE 8' HT. B&B FULL FORM 60' HT. X 25' W. Picea abies 9 NP NORWAY PINE 6' HT. B&B 01 411 50' HT. X 30' W. •, w Pinus resinosa 12 PM BALSAM FIR 6' HT. B&B FULL FORM 50' HT. X 25' W. Abies balsomea ORNAMENTAL 23 SB SERVICEBERRY 'Automn Brilliance' 6' HT. B&B CLUMP 20' HT. X 15' W. Amelanchier x grandilora 34 RD SHRUBS RED TWIGGED DOGWOOD 5 GAL. POT 5 CANES AT 8' HT. X 8' W. Cornus sericea 'Balileyi' HT. SPEC 6 SJ SCANDIA JUNIPER 5 GAL. POT 5 CANES AT 1.5' HT. X 4' W. juniperus sabino 'Scandic' HT. SPEC 2 FG Feather Reed Grass 3 GAL. POT 4 HT. X 2.5' W. Calamagrostis 'Karl Foerster' 72 NB SUMMER WINE NINEBARK 5 GAL. POT 5 CANES AT 6' HT. X 6' W. Physocarpus opulifolius 'Summer Wine' HT. SPEC 83 BC K. ✓ Z � "nom I I *,. 828 1i 27 ' •8826 LOT E 830 1 831wETLAND8 845 0 832 v°r xaxuc avmr" °' 2833 �3tD841 842 I I I TLAND3 I I I 1 101, 0 it if � 0 50 100 200 SCALE IN FEET 101 O O 0 LANDSCAPE REQUIREMENTS 1. RESIDENTIAL SUBDIVISION LANDSCAPE REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD BY HOME BUILDER PROVIDED = 1 TREE PER LOT (45 TREES) 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT REQUIRED = 126 TREES, SEE CANOPY TREE COVERAGE PLAN PROVIDED = 124 TREES 3.. LANDSCAPE BUFFERYARD REQUIREMENT REQUIRED GREAT PLAINS BOULEVARD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 100' L.F. TOTAL BUFFERYARD LENGTH = 178 L.F. ALONG GREAT PLAINS BOULEVARD AT A 30' WIDTH, THE BUFFERYARD MULTIPLIER IS .4, THEREFORE, THERE ARE 2 OVERSTORY, 3 UNDERSTORY AND 5 SHRUBS REQUIRED TO BE PLANTED IN THE BUFFERYARD AREA. PROVIDED = 2 OVERSTORY, 3 CONIFERS, 5 SHRUBS TREE MITIGATION: NOTE: ADDITIONAL REQUIRED TR P R TREE MITIGATION TO BE LOCATED ORESIDENTIAL ESIDENTIAL LOTS: 0 45 FRONT YARD TREES (WHERE FEASIBLE) TO BE PROVIDED BY HOME BUILDER ON NEW LOTS: OVERSTORY DECIDUOUS TREES: AUTUMN BLAZE MAPLE, SKYLINE HONEYLOCUST, GREENSPIRE LINDEN, RIVER BIRCH. REQUIRED TREES SHALL BE TWO AND ONE HALF (2.5") INCHES IN DIAMETER (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. CONIFEROUS TREES: BALSAM FIR, NORWAY SPRUCE, NORWAY PINE, MITE PINE. REQUIRED TREES SHALL BE 6' HIGH (B&B) AS MEASURED FROM SIX (6) INCHES ABOVE GROUND. PLANTING SCHEDULE QTY. KEY COMMON NAME/60TANICAL NAME SIZE/ROOT TYPE REMARKS XATURE READT 11 BL OVERSTORY TREES GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. M0 0 Tilia cordata 'Greenspire' V) Z NO V -CROTCH 13 CH COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 50' W. Q Z LJ Tilia cordoto 'Littleleaf' LIQ � CD NO V -CROTCH O 13 SM SUGAR MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Acer saccharum 'Sisseton' NO V -CROTCH 11 RM RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Acer rubrum 'Northwood' NO V -CROTCH 19 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK 50' HT. X 40' W. Quercus bicolor NO V -CROTCH 45 -- RESIDENTIAL FRONT YARD TREES 2.5" CAL. B&B FULL FORM (REFER TO TREE MITIGATION NOTE) CONIFERS 24 NS NORWAY SPRUCE 8' HT. B&B FULL FORM 60' HT. X 25' W. Picea abies 9 NP NORWAY PINE 6' HT. B&B FULL FORM 50' HT. X 30' W. Pinus resinosa 12 BF BALSAM FIR 6' HT. B&B FULL FORM 50' HT. X 25' W. Abies balsomea ORNAMENTAL 23 SB SERVICEBERRY 'Automn Brilliance' 6' HT. B&B CLUMP 20' HT. X 15' W. Amelanchier x grandilora 34 RD SHRUBS RED TWIGGED DOGWOOD 5 GAL. POT 5 CANES AT 8' HT. X 8' W. Cornus sericea 'Balileyi' HT. SPEC 6 SJ SCANDIA JUNIPER 5 GAL. POT 5 CANES AT 1.5' HT. X 4' W. juniperus sabino 'Scandic' HT. SPEC 2 FG Feather Reed Grass 3 GAL. POT 4 HT. X 2.5' W. Calamagrostis 'Karl Foerster' 72 NB SUMMER WINE NINEBARK 5 GAL. POT 5 CANES AT 6' HT. X 6' W. Physocarpus opulifolius 'Summer Wine' HT. SPEC 83 BC BLACK CHOKESERRY 5 GAL. POT 5 CANES AT 7' HT. X 5' W. Aronia melanocarpa var. elata HT. SPEC 29 AZ AMERICAN HAZELNUT 5 GAL. POT 5 CANES AT 8' HT. X 8' W. Corylus americana HT. SPEC 32 ID ISANTI DOGWOOD 5 GAL. POT 5 CANES AT 5' HT. X 7' W. Cornus sericeo 'Isonti' HT. SPEC 24 GO HURON GRAY DOGWOOD 5 GAL. POT 5 CANES AT 7' HT. X 7' W. Cornus racemosa 'Hurzam' HT. SPEC INFILTRATION BASIN PLUGS 945 PCO PURPLE CONE FLOWER PLUG 24" O.C. Echinaceo purpurea 1,118 BLA BLACK-EYED SUSAN PLUG 24" O.C. Rudbeckia hirto 695 SWG SWITCH GRASS PLUG 24" O.C. Panicum virgatum INFILTRATION BASIN PLUG MIX* PLUG 24" O.C. 4,567 Infiltration basin 1 949 Infiltration basin 2 1,513 Infiltration basin 3 TOTAL 7,029 *PLUG MIX SHALL CONTAIN A DIVERSITY OF SPECIES (10 MINIMUM) OF GRASSES, SEDGES AND FORBES. A MINIMUM OF 50% OF TOTAL PLUGS SHALL BE GRASSES. ACCEPTABLE SPECIES INCLUDE: GRASSES SWITCHGRASS Panicum virgatum RICE -CUT GRASS Leersia oryzoides PRAIRIE BROME Bromus kalmii FOWL BLUEGRASS Poo palustris VIRGINIA WILD RYE Elymus virginicus FORBS GOLDEN ALEXANDERS Zizia aurea NEW ENGLAND ASTER Symphyotrichum novae-angliae BEEBALM Monarda fistuloso MOUNTAIN MINT Pycnanthemum virginionum GRASS LEAVED GOLDENROD Solidago graminifolia SNEEZEWEED Helenium autumnale GREEN -HEADED CONEFLOWER Rudbeckia laciniato CANADA ANEMONE Anemone canadensis SEDGES FOX SEDGE Carex vulpinoidea BOTTLE BRUSH SEDGE Carex comoso PORCUPINE SEDGE Carex hystericina TUSSOCK SEDGE Carex stricta NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com hi 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 LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MALEAH MILLER, PLA, ASLA 7-14-17 19507 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 0-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 45 SHEET 45 of 48 M Ln U') 0 J Q ~ M0 0 V) Z LJ Z Z Q J :2 CL O Q Z LJ O LIQ � CD V) Q = O L_ LL rn U hi 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 LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MALEAH MILLER, PLA, ASLA 7-14-17 19507 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 0-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 45 SHEET 45 of 48 MULCH TO BE LEVEL WITH FINISHED GRADE POLY EDGING HARDWOOD MULCF, SOD V11 111 V 1 11 ............. OR-. EQUAL 12" SPIKE WOOD MULCH AT SOD DETAIL NOT TO SCALE PRUNE DEAD AND BROKEN BRANCHES PLANT TOP OF ROOT BALL 1-2" ABOVE SURROUNDING GRADE. PROVIDE MULCH, DO NOT BURY STEMS OR TRUNK. SEE NOTES FOR TYPE AND DEPTH REQUIRED. PROVIDE FILTER FABRIC, MIRAFI OR EQUAL �BACKFIUL WITH TOPSOIL FROM HOLE AND WATER THOROUGHLY. I PROVIDE PLANTING SOIL AS SPECIFIED IN NOTES. ROOT BALL SHOULD SIT DIRECTLY 7336-,O� A. OF ROOT BA L ON TOP OF UNDISTURBED SOIL. 0 PRAIRIE SEED MIX, REFER INFILTRATION BASIN UNDISTURBED AND SEEDING AND PLUGS, UNCOMPACTED SUBGRADE REFER TO LEGEND AND f--2055 i WETLAND SCHEDULE %1JIj SHRUB PLANTING PER KJaHALIG ENV. -SERV. CO NOT TO SCALE 21" 12144 r-2135 WETLAND PER KJOLHAUG ENVSERV. CO (-)2147 EQUAL PERENNIAL PLANTINGS NOT TO SCALE 1A 0 2069 0 2070 OUTILOT A WETLAND PER KIOLHAUG ENV. SERV. CO GONYEA HOMES & REMODELINGS OO 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MIN 55427 OFFICE: 763-432-4500 IND CONTINUE S. TO FAX: 763-432-4501 EAGLE RIDGE RD. I 1 -So 3 -RD T N MAP Iva 1 -SO so VO4 37RD ALLIANT E N G IN E E III N G 4,0T-400"NS 7 -SB S W-41 -RD� o 233 Park Ave S, Ste 300 ARt'll" RIVER:; Rldp 2 -SO IF '!'Ow 7 1 1 . Minneapolis, MIN 55415 612.758.3080 MAIN ri) 612.758.3099 FAX www.alliant-inc.com fly ILI TRAII &M R .4v vi sib ��, _ ., ��„ •L,,�',.6 01, W. br?Qf: KAM-, 1 -5 -SB ;-T- 6-RD 3 -NS MINI FIL IRS �=MONUMENT SIGN (PLAN BY OTHERS) olp- Q 10,W*qq_111�CWIN WIN A 71; E WR, OVID Cn Pro, z Cl) LU LU A 0 U) LL 0 > < 0 (Al I z z V) LLJ I all WAMIrmil Z 10 z < Uj CL 2F p La M V) U V) Cl) ANN NNIMA ♦< CQ z z 11111 qw < C) HAW L) LEGEND •I'M Iffij 0) Z4C I hereby certify that this plan, specification, or report was _Z' 5* prepared by me or under my direct supervision and that I PROPOSED DECIDUOUS OVERSTORY am a duly Licensed TREE, REFER TO PLANTING SCHEDULE LANDSCAPE ARCHITECT under the laws of the State of 1.431 PROPOSED CON MINNESOTA --71 HWL 921 FEROUS TREE, A r-2670 REFER TO PLANTING SCHEDULE PROPOSED ORNAMENTAL TREE, MALEAH MILLER, ASLA REFER TO PLANING SCHEDULE. 7-14-17 19507 Date License No■. PROPOSED OVERSTORY TREE AS - ° PER TREE MITIGATION. QUALITY ASSURANCE/CON1770L -1524 0 EXISTING TREE TO REMAIN, REFER BY DATE TO TREE MITIGATION k11 �� ® ♦�I► •� ��. ♦r ,�•�, PLAN. DATE ISSUE LARGE BOULDER OUTCROPPINGS B-29-16 CITY COMMENTS t••® FIELD PLACE ON SLOPES 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS PRAIRIE SEED MIX 10-25-16 FORCEMAIN UPDATE "j MN STATE SEED MIX 35-221 10-31-16 STORM (12- TO 15- REV5)_ (DRY PRAIRIE GENERAL) 12-7-16 TH 101 TRAIL INSTALL NOTES INFILTRATION BASIN SEED & PLUG MIXES: 4-11-17 WATERSHED REV—WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS PP SEED MIX — MIN SEED MIX 33-261, IN STORMWATER SOUTH AND WEST—NATIVE 7-14-17 LIFT STATION ELEC TRANS REV PLUG MIX — SEE PLANTING SCHEDULE PROJECT TEAM DATA DESIGNED: IVIVIM DRAWN: MIAM INFILILTRATION BASIN PROJECT NO: 215-0119 M E TREE PROTECTION FENCE 0 25 50 100 46 EXISTING TREE CANOPY LIMITS SEE LANDSCAPE SCHEDULE FOR SPECIES/QUANTITIES. SCALE IN FEET SHEET 46 of 48 7335- 7336-,O� 0 PRAIRIE SEED MIX, REFER DT' �-2056 TLAN -053 2 LEGEND f--2055 i WETLAND %1JIj PER KJaHALIG ENV. -SERV. CO GONYEA HOMES & REMODELINGS OO 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MIN 55427 OFFICE: 763-432-4500 IND CONTINUE S. TO FAX: 763-432-4501 EAGLE RIDGE RD. I 1 -So 3 -RD T N MAP Iva 1 -SO so VO4 37RD ALLIANT E N G IN E E III N G 4,0T-400"NS 7 -SB S W-41 -RD� o 233 Park Ave S, Ste 300 ARt'll" RIVER:; Rldp 2 -SO IF '!'Ow 7 1 1 . Minneapolis, MIN 55415 612.758.3080 MAIN ri) 612.758.3099 FAX www.alliant-inc.com fly ILI TRAII &M R .4v vi sib ��, _ ., ��„ •L,,�',.6 01, W. br?Qf: KAM-, 1 -5 -SB ;-T- 6-RD 3 -NS MINI FIL IRS �=MONUMENT SIGN (PLAN BY OTHERS) olp- Q 10,W*qq_111�CWIN WIN A 71; E WR, OVID Cn Pro, z Cl) LU LU A 0 U) LL 0 > < 0 (Al I z z V) LLJ I all WAMIrmil Z 10 z < Uj CL 2F p La M V) U V) Cl) ANN NNIMA ♦< CQ z z 11111 qw < C) HAW L) LEGEND •I'M Iffij 0) Z4C I hereby certify that this plan, specification, or report was _Z' 5* prepared by me or under my direct supervision and that I PROPOSED DECIDUOUS OVERSTORY am a duly Licensed TREE, REFER TO PLANTING SCHEDULE LANDSCAPE ARCHITECT under the laws of the State of 1.431 PROPOSED CON MINNESOTA --71 HWL 921 FEROUS TREE, A r-2670 REFER TO PLANTING SCHEDULE PROPOSED ORNAMENTAL TREE, MALEAH MILLER, ASLA REFER TO PLANING SCHEDULE. 7-14-17 19507 Date License No■. PROPOSED OVERSTORY TREE AS - ° PER TREE MITIGATION. QUALITY ASSURANCE/CON1770L -1524 0 EXISTING TREE TO REMAIN, REFER BY DATE TO TREE MITIGATION k11 �� ® ♦�I► •� ��. ♦r ,�•�, PLAN. DATE ISSUE LARGE BOULDER OUTCROPPINGS B-29-16 CITY COMMENTS t••® FIELD PLACE ON SLOPES 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS PRAIRIE SEED MIX 10-25-16 FORCEMAIN UPDATE "j MN STATE SEED MIX 35-221 10-31-16 STORM (12- TO 15- REV5)_ (DRY PRAIRIE GENERAL) 12-7-16 TH 101 TRAIL INSTALL NOTES INFILTRATION BASIN SEED & PLUG MIXES: 4-11-17 WATERSHED REV—WET 3 & IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 UFT STATION PAD AREA REVS PP SEED MIX — MIN SEED MIX 33-261, IN STORMWATER SOUTH AND WEST—NATIVE 7-14-17 LIFT STATION ELEC TRANS REV PLUG MIX — SEE PLANTING SCHEDULE PROJECT TEAM DATA DESIGNED: IVIVIM DRAWN: MIAM INFILILTRATION BASIN PROJECT NO: 215-0119 M E TREE PROTECTION FENCE 0 25 50 100 46 EXISTING TREE CANOPY LIMITS SEE LANDSCAPE SCHEDULE FOR SPECIES/QUANTITIES. SCALE IN FEET SHEET 46 of 48 r \ A \ N N O O C-2271 O O 2239--j JJ 1 3 O O N < 02474 O N O O 1 O V N N D %.Yyy `-... ✓`v- ,, �-�x`- j'`' -- 918 1 : 'x REMODELINGS GOLDEN VALLEY, IVIN 55427 1 .y I 1 NOW■ atix OFFICE: 763-432-4500 FAX: 763-432-4501 PON - I► ♦ '� 1 - _ ALLIANT 233 Park Ave S, Ste 300 �h10i� ��Minneapolis, MN 55415 • ` 1 612.758.3080 / __; _ .. �' �� • f " �`�� r zA111 Ri MMM ' ♦ � ,:, • �I � ♦ � � �� ' - ♦ � �•� � � • � � :GSI �1 71 I r � FAX • � � 5n�.y. 511 91,■,,..., ' Vis,. o ►y►�•a�: ♦ a� .ev+`s��.��':�1►+`� +[ r OAE AM+.. s.rr I♦.��e. 4Y# `• _ �O�O�'i �0�� i0�� O��i M�'+�O��OY�O� \ .10 �O �O �O �O ♦O �O �O j � ! 4+ �O .10 OO �O �O �O �Q�� . IRll�Vii:•.`�:aWE.&O 4 - f • m11��0 !� �O M Y'a 10 N bs e, O.►e�'.:n ,�e�'+QaZ •� � � ....YO M •10 �O M ♦►O M M �Y O ♦- ,, ai- 10 00 ♦ .. •. • • iiiiii V��O�'+`�,i�`�0�,`�0�,`1s�:0,�0�,`�O��`y;O��`�0�� O 15ii �ii0 `yO•��O Y `yO �� -� a ►O �O- �O �O �O 10 �O �O �O • fE 0 �T>.V�O�'+�0�.. _. • III V+ ♦ �O �O �O ',�0�9' „+M' V!u ■ ,. 00+�-.. • ��O„�Op . �'® I> �0��wV..0�,�4N�b �O�'<�O��O�+'�A+'�O�++i+. r900'L►`•�y`%0.. �,�y�;' .e - - • . , ■Iya��,�a.. �,�'+ � � � ■�IS'4■.1`�iiV+ -`�O�O`�0V'`�0Y��0V'`�♦i��,�0��`..`w4 .. isr:,::_e°f_�_e°�rt� _ / �, — �► i i , �`�/ a'�- ��`' Ir,, � . . • e s .e . oe3a�• .e �.r � i ' i ��I a �� , . I m I��O` ` ��0,�,�,<'�t.�• `R� ►i Ur 1.'' �'',`iCn �.��r��C•I��'-�►`� � '�'�s?•+0`�s0`t��id, ..� _ � rel\�1\��\_I�r�1.1\r� ��` w� / �� s �•�` :e`LO LU. li ��' I Gam► ` r - I y ';' LAJ LLI CL CL I ®�� acs►. --u. �► ,., <. ■�;MOW�� '� %► rz ®��LLI' r `, �`' , g�''•♦•fes::. c'' �C _. 11 , 7hereby certify that this plan, 2 ; ' :,+� • ♦i♦f-OP. specification, or report was a�i+♦Vy-;'' cif♦iR.. •� \ - -under ••' �� - ..�, i /_' ,.� h—:,. wry tWl.�.aT♦3�..�� _� direct supervision !. fir® '�� ' 7 'i wam a duly Licensed IN I rL ARCHITECT under the laws of the State of MINNESOTA 1' - •tel - . 7-14-17 19507 Date License No. QUALITY ASSURANCE/CONTROZ BY DATE ♦♦ `� m DATE ISSUE 2838-N z _ ° �� B-29-16 CITY COMMENTS j. m 2833 m / z 1 9-23-16 TEMP. CDS RELOCATION N N ` k 0 < � 10-10-16 UTILITY REVISIONS N 4 10-25-16 FORCEMAIN UPDATE O ro +' \ 10-31-16 STORM 12” TO 15" REVS 't I -r, I�w � I. )- 4 i i t � aYi m ! - 1 _ ' x n N I'1'I o 12-7-16 TH 101 TRAIL INSTALL NOTES 2e4o- r N r N O 2797 ;<. k. Nzsaa £ s \ 4-11-17 WATERSHED REV -WET 3 k 182 n O V \ a l Y 6-13-17 TH 101 WALL 1 BID N r( r 2669 I >�'r Ti -267 �� 6-16-17 LIFT STATION PAD AREA REVS M 7-14-17 LIFT STATION ELEC TRANS REV x ay n 001. 2680- zsss� �,, / PROJECT TEAM DATA o o <� ` DESIGNED: MPR m m 17_ DRAWN: ELL PROJECT NO: 215-0119 • • o J - 47 SHEET 47 of 48 PLANTING HOLE DIMENSIONS ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: PLANT TYPE PLANTSIZEUPTO (A) MINIMUM (B) APPROXIMATE PNDINCLUUNG I HOLE WIDTH HOLE DEPTH(1) CONIFEROUS TREES DECIDUOUS& ORNAMETAL TREES CONFEROUS SHRUBS (SPREADING) DECIDUOUS SHRUBS CONTAINER GROWN PLANTS VINES A PLANTING A q SOIL }{ SLOI�NTING C t_OOSENED MULCH FINISHED I MULCH S01 G-�RR----A}}}}D-E B B VARIABLEJIVIPP12° BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK 1'SCARIFY SIDES AND BOTTOM OF ROLE. 1l'SCARIFY SIDES AND BOTTOM OF HOLE- I. -SOAK ROOTS IN WATER FOR AT 1. -SCARIFY SIDES AND BOTTOM OF HOLE. 2."PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2."ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2 "PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING. 3"SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 1 -SET PLANT ON UNDISTURBED NATIVE SOL AS DIRECTED BY THE ENGINEER. Z"SCARIFY SIDES AND BOTTOM OF WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED PUNTING SOIL.3"REMOVE CONTAINER AND SCORE OUTSIDE HOLE. 4"PLUMB AND BACKFILL WITH THE PLANTING SOIL. INSTALL PUNT SO THE ROOT FLARE IS AT CR UP OF SOIL MASS TO REDIRECT AND PREVENT 3"PROCEED WITH CORRECTIVE TO T ABOVE THE FINISHED GRACE WOR BURLAP PRUNING AS DIRECTED BY THE 5."WATER TO SETTLE PLANTS AND FILL VOIDS. AND WIRE BASKET, (IF USETA , INTACT. CIRCLING FIBROUS ROOTS, AS NECESSARY. ENGINEER. 8 "AFTER PLANTING, LOOSEN THE SOIL IMMEDIATELY 4. -BACKFILL TO WITHIN APPROXIMATELY4."TRANSFER PLANT DIRECTLY FROM ADJACENT TO THE SPADE -MOVED SOIL TO A MINIMUM 12' OF THE TOP OF THE ROOTBALL, THEN 4."SET PLANT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT SO THE DISTANCE OF 18" AND A MINIMUM DEPTH OF 12", WATERPLANT. REMOVE THE TOP v30F SOIL OR THOROUGHLY COMPACTED ROOT FLARE IS APPROXIMATELY AT THE T -WATER THOROUGHLY WITHIN 2 HOURS THE BASKET OR THE TOPTWOHORIZONTAL PLANTING SOIL. INSTALL PLANT $O THE FINISHED SOIL ELEVATION. SPREAD TOP OF THE ROOT F OTS 8. -PLACE MULCH URE IS OR UP TO 2" ROOTS OUT EVENLY. PLUMB AND U WITH IN 48 HOURS OF THE SECOND SIVE. RINGS WHICHEVER IS GREATER. ALSO ABOVE THE FINISHED EDI WATERING GRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE UNLESS SOIL MOISTURE1 S EXCESSIVE. REMOVE ALL BURLAP AND NAILS FROM THE CORRECT STEM GIRDLING PLSO ROOTS. PLANTING IL TOP 113 OF THE BALL. REMOVE ALL TWINE. 5"WATER TO SETTLE PLANTS AND BE STAKE AND SUV TO PROVIDE ADDITIONAL SUPPORT . REMOVE OR CORRECT STEM CURDLING BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR 5 ^PLUMB AND BACKFILL WR}1 THE FILL VOIDS. ROOTS. SPECIFIED. 5. -PLUMB AND BACKFILL WITH THE PLANTING SOIL. S"WATER THOROUGHLY WITHIN PLANTING SOIL. 8"WATER TO SETTLE PLANTS AND FILL HOURS. 6."WATER TO SETTLE PLANTS AND FILL VOIDS. T. -PLACE MULCH WITHIN 48 HOURS OF VOIDS. T. -WATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOIL 7."WATER THOROUGHLY WITHIN 2 HOURS. MOISTURE IS EXCESSIVE. &.-PLACE MULCH WITHIN 48 HOURS OF 8. -PLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UN LESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE. IS EXCESSIVE. 9. -STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. PLANTING DET S FOR TIRADEDIAMETER SIZE'C' OAK TREES, CALIPER DEODUOUSI ORNAMENTAL TREES CALIPER CONIFEROUS TREES. HEIGHT 42" I' to 1.5' Z DOS' to T 60' 1.5•m 2.5' Xto 4' 7•(09' 78" 2,5' to 3.5' 4'to9 9'm14' 85" 3.5ODD 6' ro S' 14' ro 18' AIL ISOLATED PLANTING LOCATIONS SPRING FALL INPLACEWALL CHAIN-LINKFENCE PERENIALS ICONIFEROUSI DECIDUOUS FASTEN LOOSELY TO FENCE DECIDUOUS COME ROU TWOYEARSWITHIN THE ACCEPTABLE LIMITS II WITH BIODEGRADABLE STRING. APRIL 21 APRIL 21 APRT 1 L2 FASTEN LOOSELY TO LATH GENERAL NOTE: 110 TO WITH BIODEGRADABLE STRING ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE T O TO 1"X 36' WOOD LATH. DRIVE 12" I OF MNDOT 3861 PRIOR TO FOLLOWING THE STANDARD JUNE 15 J U 1 NE NE 1 JUNE PLANTING DETAILS. PLANTING SOIL IS A COMBINATION OV Nov. t SEPT. 15 INTO SOIL AT AN ANGLE SO THAT ANGLETHAT OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST APRIL 7APRs r THE TOP RESTS SN O MIX AND/OR ANY OTHER SPECIFIED AMENDMENTS. AUG. 25 20 WALL OR FENCE. APPROVAL BY THE ENGINEER. WIDTH OF 3 TIMES THE BERM HEIGHT. TO UOUSLY; UP TO NOTE: JUNE 15 MAY17.uN°E1 TAO SCB YONDINTERMINAL VINE MAY 17 1. -HOLE DEPTH FOR B&S AND CONTAINER PLANTS SEPT. 15 PROTECTION ZONE THE 3 BOTTOM TABS AT OPPOBNE RWM' FROM ROOT FLAIR O BOTTOM OF SOILSHALL NOT EXCEED BALL. Z ANGLES TO SECURE ME HOPE TO FINISHED GRADE - ' NOTE- PLANT OTEPLANT ACCORDING TO PLANTING DETAILS ABOVE AS APPLICABLE- it MIN. 2 VINE PLANTING DETAIL QfIOF I I ENGINEERING %''�` 5309 PLANTING DETAILS FOR REVISED: 1-10 FILE NAAE:1k\ENG\SPECS\s3oo DEPARTMENT TYPICAL INDIVIDUAL PLANTINGS EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS, AS APPLICABLE. ON 1:2 SLOPES OR GREATER, DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. Nk ON WET, POORLY DRAINED SIGNS, 00 NOT CONSTRUCT WATERING BASIN. PLANTING DETAIL FOR STEEP SLOPES NOTES: 1 "BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE IST. IF PUNTING IN FALL FOLLOW FALL DECIDUOUS PLANTING DATES. 2 "ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS, AS DETERMINED BY THE ENGINEER. 3 •'FALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED. SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED F OLIVE. DOGWOOD, POPLAR, HACKBERRY, OR FALL INSTALLATION' HAWTHORN, RUSSIAN LINDEN. IRONWOOD, HONEYLOCUST. BIRCH, MOUNTAIN ASH, MAPLE, WILLOW, CRABAPPLE, T FOR DECIDUOUS TREES W INDICATES PROJECT LOCATION PLUMCHERRY, OAKS, AND SUMAC, W FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE WITH MINIMUM ON STANDARD PLANTING DETAILS A SOIL (THOROUGHLY PLANTING BEC AND BACKF&L SOL THOROUGHLY LOOSENE ( G MULCH FINISHED GRADE KEY SPRING FALL PLACING THE TOP OF THE ROOT MASS 1^3' PERENIALS ICONIFEROUSI DECIDUOUS I SEEDLINGS DECIDUOUS COME ROU TWOYEARSWITHIN THE ACCEPTABLE LIMITS A 1 MAY APRIL 21 APRIL 21 APRT 1 L2 OCT. i AUG. 25 110 TO TO TO T O TO TO INPLACE SOIL.- JUNE 15 J U 1 NE NE 1 JUNE J UNE 1 OV Nov. t SEPT. 15 1."EXCAVATE HOLE OR BED 114 THE DEPTH MAY 1 APRIL 7APRs r APRIL 7 OCT 10 AUG. 25 20 TO APPROVAL BY THE ENGINEER. WIDTH OF 3 TIMES THE BERM HEIGHT. TO TO TO PLANTNGDETAILS (SHEETA) . JUNE 15 MAY17.uN°E1 MAY 17 NOV. 15 SEPT. 15 PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS 4b ZONE I WRIGHT HENNIPEN SIBLEY ,.D' SCOTT PLANT HARDINESS IN CHANHASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES (F) 1 'SIF IT IS HARDY TO THE MINNESOTA ZONE 4b 1"EXCAVATE HOLE OR BED TO ALLOW WHERE THE PROJECT SITE IS LOCATED AND: PLACING THE TOP OF THE ROOT MASS 1^3' I -EXCAVATE HOLE OR BED O ALLOW OR A"PLANT STOCK CAN BE DOCUMENTED AS B."PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWOYEARSWITHIN THE ACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3.4 OR 5 SHOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. ACCEPT STOCKGROYtWe R4N3E LM:TS XMIN. 9GNSGE U.S OA. PLANTNMDINESS ZXINE MAP USDA 4"-E NPRII �� Arr INSTALL GRANULAR FILTER 1"EXCAVATE HOLE OR BED TO ALLOW X EDGE OF BRANCHINGTO MULCH LINE PLACING THE TOP OF THE ROOT MASS 1^3' I -EXCAVATE HOLE OR BED O ALLOW HIGHER TRAIN FINISHED GRADE. PLACING THE TOP OF ROOT MASS 1'3' 2."INSTALL 4' MINIMUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE. DAYLIGHTING AT A LOWER GRADE, AS 2."AUGER B' DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 1 -COMPLETE PLANTING ACCORDING TO DRAINED HARD PAN SOIL LAYER O PLANTING DETAILS ( SHEET A) . ADEQUATELY DRAIN SUBSOIL. XMIN. 9."THOUROLIGHLV BACKFILLAUGER 4"-E HOLES WITH A UNIFORM INCORPORATED 3'M:'N. MIXTURE OF 50% SAND AND 50% •' • • . INPLACE SOIL.- VINES 4"COMPLETE PLANTING ACCORDING NIA TO PLANTING DETAILS (SHEET AI . INSTALL MINI -BERM NOTE: 1."EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, 3 PLANTING DETAILS AND WHICH TYPE TO ROOT MASS HOLE. USE SHALL BE DETERMINED BY THE 1 -COT M 1 -CONSTRUCT BERM WITH SANDY LOAM CONTRACTOR AND SUBJECT IO TOPSOIL. EXTEND THE BERM BASE TOA APPROVAL BY THE ENGINEER. WIDTH OF 3 TIMES THE BERM HEIGHT. 4.•WUSH ME STAKE INTO ME GROUND, 9."COMPLETE PLANTING ACCORDING TO _ a PLANTNGDETAILS (SHEETA) . ALTERNATIVE PLANTING DETAILS FOR POORLY ORMNED SOIL SUBSIDING OR DETERIORATING MULCH SHALL BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED AT A MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACCEPTANCE. REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL. `.x114 1"REMOVE MULCH PLACED TO A DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. 2. -PULL MULCH BACK NO LESS THAN T AND 140 MORE THAN 6" FROM THE TRUNK TYPE OF PLANT W CENTER OF PLANTTO MULCH LINE X EDGE OF BRANCHINGTO MULCH LINE Y DEPTH OF MULCH Z DEPTH OF MULCH CONIFEROUS TREES VARIES 3- MIN, 4`-6' 4'-6" DECIDUOUS TREES WMIN. NIA 4'-6' 4'-B" CONIFEROUS SHRUBS VARIES XMIN. 3%4' 4"-E DECIDUOUS SHRUBS 3'M:'N. NIA 4'-6' P-6' VINES 7MIN. NIA 4'-E 4%W PERENIALS YARiES 2'MIN. 2•-¢" T"4' MACHINE-TRANBPUNTEDTREES 12"BEYOND EDGE OF HOLE 4'-8' 4`-V MULCHPUCEMEM OETA4 I (aft REVISED: FILE NAME: ENGINEERING PLATE: I PLANTING DETAILS FOR I 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS BED PLANTINGS 1 -FORM A DWBLE-LAYERED CYLINDER USING 0.25' MID • M' SIZE FOR 1!•FOLD OVER ME TOP EDGE OF THE GALVANIZED WELDED WIRE MESH (HARDWARE GLOM). SPECIAL NOPE (HIGH DENSITY POLYETHYLENE) OVERLAP ME WT END 2". �SEE 1/4" GALVANIZED WIRE STAKE WITH HOOK TOWARDS ME THREE BOTTOM TAS& 2.1•DRIVE TWO 1" A 1" OPPOSING HEARTWOOD MINTE OAK STAKES INTO ME GROUND 7" FROM ME CENTER OF ME 130 LBS -HIGH DENSITY POLYETHYLENE, yBEND ME HOPE INTO A CIRCLE WITH THEE STEM. BRDYN IN COLOR ' 6' LANDSCAPE STAPLE ME SIDE TABS ON ME W75DE OF LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEDS TO A MINIMUM DEPTH OF 12'. SOL AMENDMENTS SHALL BE APPLIED DURING CULTIVATION. 24" MIN. HT. FOR DECIDUOUS THE CIRCLE 3. -SECURE ME MESH CYLINDER TO ME OUTSIDE OF ME TREES AND 12' MIN. HT. FOR MN/DOT 3881 STAKES USING EIMER, SCREWS AND WASHERS OR RATCHET PINE TREES }••ALIGN ME HtNCES AND BEGIN $t101NG ME 1/4 GALVANIZED WIRE -LOCKING NES ALONG THE OVERLAP SPACE APPROXIMATELY 4' ON CENTER ALONG ME OVERLAP. HINGE STAKE (YAM HOGO THROUGH ME SCREWS SHALL BE ROUND HEAD GALVANIZED 1/S" OA X PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 HINGES TO INTERCONNECT ME HDPE AFTER SLOING ME WIRE THROUGH 3/4- LONG WIM WASHERS. RODENT PROTECTION DETAIL (OPTION 2) ALL OF ME HINGES, TURN ME HOOK CIS 15, TOWARDS ME INSIDE OF ME HOPE. ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW "{ "RE MESH OUTWARD-fURED TOP KIM. -RATCHET-LOCK NES SHALL BE NYLON AND AT LEAST W CUTTER PRIOR TO ANY EXCAVATION. ROOT 4.•WUSH ME STAKE INTO ME GROUND, LONG _ a STAKE A MINIMUM OF 12". DRIVE SIX I. "MOW ME LOWER EDGE OF ME MESH CYLINDER 1" LANDSCAPE STAPLES 6" tENGM, 2 PER TAB) THROUGH ME N IN BELOW ME SOL SURFACE WITHOUT DISTURBING THE MEE RETAIN GUY MIRES. PUCE OUTSIDE CH ROOT BNL DRIVE PLUMB REGARDLESS OF GROUND PROTECTION ZONE THE 3 BOTTOM TABS AT OPPOBNE RWM' SLOPE, Z ANGLES TO SECURE ME HOPE TO S. -CUT EDGES "I NOT BE PERMITTED AT ME TOP OF ME 2."REQUESTS TO SUBSTITUTE RUBBER HOSE AND 7' ROLLED STEEL POST (W/DOT 3403 THE 'RSD' CYLINDER. WT ME STAKE FLUSH WIM ME TOP OF ME WIRE WYING SYSTEMS WILL NOT BE OR APPROVED EQUAL TREE PROTECTOR ZONE CYLINDER, APPROVED. 5. -MULCH WITIN ME CYLINDER SHALL 6. -MULCH WIMIN ME CYLINDER SHALL NOT EXCEEDi ' MIN.' 18' LONG NOT EXCEED 3 DEPTH AND SHALL BE PALLED BACK MGM ME TRUNK AS DEPTH AND SHALL BE PULLED BACK FROM ME WDNK3' AS SPECIFIED OR NECESSARY TO MANTAN TREES A PLUMB CONDITION WHERE VANDALISM, OR SOL WIND CONDITIONS ME A PROBLEM. // POLWROPYLENE OR POLYETHYLENE 40 MIL 1.5' WIDE STRAPS, SPEOM IN MULCH PLACEMENT SPECIFIED IN MULCH PLACEMENT DETAIL OR AS REWESTED BY ME ENGINEER. ATTACH WIM 10 qa CURE DUAL. 7. 'ME BOTTOM WiWI OF PINE BRANCHES MAY HAVE TO BE REMOVED TO PERMIT INSTALLATW OF 12" MIN. HEIGHT 8••1HE BOTTOM MHWL OF MINE RODENT CUMDS. Ln BRANCHES MAY HAVE TO BE REMOVED TO PERMIT INSTALLATION INSTALL W ALL DECIDUOUS AND PINE TREES, DO NOT INSTIL 5 -,g 1i Oi 12" MN. HEIGHT RODENT WARDS. W SPRUCE TREES. U !•INSTALL W ALL DECIWWS 7 AND 1 hereby ONE TREE S NOT INSTALL W •WHEN UTILITY INSTALLATIONS MUST OCCUR UTILITY INSTALLATION TUNNEL S. SPRUCE MRS. RODENT PROTECTION DETAIL (OPTION 1) BORE (TUNNEL) UNDER MEE ROOTS THAT ARE PREVAILING W1ND4 NETTING - USER UNE - PERFORATION TUBE SHELTER (LENGTH VARIES FORMED TUBE RECESS old SEEDLING TREE SHELTER DETAIL SOIL - 24' MIN. HT. FOR DECIDUOUS • M' SIZE FOR GENERAL NOTES TREES AND 12' MIN. HT. FOR SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS, PINE TREES �SEE 1/4" GALVANIZED WIRE STAKE WITH HOOK PLANTING HOLE AND ME PLANTING CETNLS REPRESENT ADEQUATELY DRAINED SGL CONDITIONS ME CWMACTW SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-3' HIGHER IN POORLY MANED SOILS OR USING ALTERNATIVE PLANTING DETAILS W SHEET B. 130 LBS -HIGH DENSITY POLYETHYLENE, BED CULTIVATION ME CONMACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE MANAGE IN HEAVY POORLY DRAINED OR IMPERVIOUS SOLS. BRDYN IN COLOR ' 6' LANDSCAPE STAPLE lY LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEDS TO A MINIMUM DEPTH OF 12'. SOL AMENDMENTS SHALL BE APPLIED DURING CULTIVATION. 12' NLN. 2 PER TAB BACKFILL SGL USE WI AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES REMOVE Al DEBRIS INCLUDING ROCKS LARGER THAN 3- DIAMETER. FERTILIZER MN/DOT 3881 55.25' TOP TAB FOD LINE COMPOST Mn/OOT 3690 HINGE MULCH MATERIAL Mn/DOT 3882 TWE 6 UNLESS OMERWISE SPECIFIED. - .SIE--------� 11 11 .: nr rtD .T OM BOTTOM iA. (TMJ. UNDISTURBED SOIL LOOSENED SOL WITH SOL AMENDMENTS / FINISHED SOL ELEVATOR MIN. 12" LOOSENED • • SOL WIM SOIL AMENDMENTS UNDISTURBED SOIL STANDARD TREE STAKING / GUYING DETAIL - PAINT MEE • M' SIZE FOR CIRCUMFERENCE RESPECT STATED DIMENSIONS BEFORE SCAUNC FROM PLAN. FROM GROUND UNE PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS TO 1ST MAJOR BRANCH. DECIDUOUS TREES ^- 10, 2.2 LB. STE01) BARE ROOT TREES 15 • • •) ` OR APPROVED EQUAL. 12' SIZE FOR lY 15' 15" LOOSENED SOL In FINISHED GRADE CONIFEROUS TREES. APPLICABLE TO DEGDUOIS 55.25' OVER 4' CALIPER AND 3."'A 6 INCH UYER OF CHIP MULCH L•eDSE SEAMLESS, E%TRUODI TWIN -WALL PLACED OVERA TWE 111 3>33) GEOYDTLE 7-14-17 FABRIC MAY BE USED IN EU OF ME ROOT PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 SYSTEM BRIDGE ROOD AND SEMI TUB SUCENI TUBED WIM A usEW POLYPROPYLENEPERFORATION RODENT PROTECTION DETAIL (OPTION 2) DIRECTED BY ME ENGINEER, ALL UNE PERFWATW PND AN AT ME CONSIR LL, CUTS LIMITS SHALL BE CUT ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW E MAX ECESSARW OR CONSTRUCTION) MM A OUTWARD-fURED TOP KIM. VIBRATORY PLOW OR OMER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT 2.•"SEWRE ME SHELTER WITH NYLON NOTES: _ a SHALL BE IMMEDIATELY WVERED WITH A 6' RACHET -LOCKING TIES ATTACHED TO A C r i" WHITE OAK STAKE TO PREVENT I. -STEEL POSTS TO BE NOTCHED OR DRILLED TO IN ME PLAN OR WHEN DIRECTED BY ME DISLWU W TWISTING. IMBED ME RETAIN GUY MIRES. PUCE OUTSIDE CH ROOT BNL DRIVE PLUMB REGARDLESS OF GROUND PROTECTION ZONE 5. --IF CONSTRUCTION VEHICLES MUST PASS OVER OF BPTTKW4 OF VIBE A MINIMUM OF SLOPE, Z Z E 1' BELOW THE SOL SURFACE WIMWT DISTURBING THE TREE ROOTS. 2."REQUESTS TO SUBSTITUTE RUBBER HOSE AND 7' ROLLED STEEL POST (W/DOT 3403 TREE TRUNK. WIRE WYING SYSTEMS WILL NOT BE OR APPROVED EQUAL TREE PROTECTOR ZONE 3.•flNSTALL A PUSTC PHOTTXIEGRADABLE APPROVED. TREE DIAMETER AT • MINIMUM DISTANCE FROM NETTING COVER AND SLEEVE OVER ME TOP OF ME MBE TO PREVENT }.••TREE STAKING IS NOT REWIRED UNLESS 18' LONG 4.3' ABOVE GROUND FACE OF TREE TRUNK ENTRAPMENT OF BIRDS PULL NETTING DOWN!Iry AS SHOWN. SPECIFIED OR NECESSARY TO MANTAN TREES A PLUMB CONDITION WHERE VANDALISM, OR SOL WIND CONDITIONS ME A PROBLEM. // POLWROPYLENE OR POLYETHYLENE 40 MIL 1.5' WIDE STRAPS, -4 4 (� OR AS REWESTED BY ME ENGINEER. ATTACH WIM 10 qa CURE yV+ z 4.••RWOVE AFTER WE YEAR. .Yi. Z 1 31 UNDISTURBED SOIL LOOSENED SOL WITH SOL AMENDMENTS / FINISHED SOL ELEVATOR MIN. 12" LOOSENED • • SOL WIM SOIL AMENDMENTS UNDISTURBED SOIL STANDARD TREE STAKING / GUYING DETAIL - PAINT MEE WHITE LATU PAINT IS ACCEPTABLE PAINT TREE CIRCUMFERANCE FROM GROUND ONE TO FIRST MAJOR BRANCH. CIRCUMFERENCE RESPECT STATED DIMENSIONS BEFORE SCAUNC FROM PLAN. FROM GROUND UNE PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS TO 1ST MAJOR BRANCH. MACHINE MANSPIANTED TREES 42' AND UP 50 - 100 10, 2.2 LB. STE01) BARE ROOT TREES 15 SICU POS (W/DOT J WATERING GUIDELINES OR APPROVED EQUAL. -'WATERING OF FOGGY DAMAGED TREES MLL BE MULCH j LOOSENED SOL PERENNIALS AND VINES 3 FINISHED GRADE -� APPLICABLE TO DEGDUOIS TREES OVER 4' CALIPER AND 3."'A 6 INCH UYER OF CHIP MULCH EVERGREEN TREES OVER 10' HT. STAGGERED MASS PLANTING TREE PAINTINGLNIVB WHITE LATU PAINT IS ACCEPTABLE PAINT TREE CIRCUMFERANCE FROM GROUND ONE TO FIRST MAJOR BRANCH. PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCAUNC FROM PLAN. SW SHALL BE WHILE WITH BLACK LETTERING. ATTACH SIGN TO POST USING i" LENGTH WOOD SCREWS, PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS WHEN POSSIBLE PUCE FENCE 25 FEET BEYOND ME GRIP LINE PLACE PROTECTION ALONG FENCE AT 20' NTERVALS. MACHINE MANSPIANTED TREES 42' AND UP 50 - 100 REWIRE INSTALLING PERFORATED PIPE WITH AT LEAST WE DAYUGHTED BARE ROOT TREES 15 BALLED & BURLAPPED SHRUBS 10 WATERING GUIDELINES BARE ROOT OR CONTAINER SHRUBS 7 -'WATERING OF FOGGY DAMAGED TREES MLL BE WOODY SROUNGS 4 j 10-31-16 PERENNIALS AND VINES 3 IT IS ME CWMACTW'S RESPONSIBILITY M MONITOR AND MAINTAIN SOL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. ME ABOVE LISTED APPGCATION AMOUNTS ARE WIDE.I NOT REWIREMENTS 18" WITHIN ME UNDISTURBED PURTIW OF of ENGINEER ING OEMREVISED: 1-10 I FILE NAME:G:\ENG\SPECS\5311 I DEPAREN7 I PLATE. 5311 PLANTING DETAIL �(II7 DEAD BRANCH 1 B ��I c I E E AD'/ 1 / ANCH li HARDWOODS BRANCH I DROP CROTCH PRUNING IS B USED FOR REDUCING THE A HEIGHT OR LENGTH OF MAIN�--�C STEMS OR BRANCHES BY CUTTING BACK TO A URF£ LATERAL BRANCH. OV I DROP CROTCH OR CUTTING BACK SOME CONIFERS RECT TDC, TOO TOO PRURUNING 0. LONG WANTED WT INCORRECT WT (TW CLOSE) RESULTING IN DISLWTIGWS CALLUS FORMATION AFTER WE SEASON OF GROWTH. CORRECT CUT (LEAVING BRANCH DOUR BUT NO SNB) RESULTING IN CONTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER WE SEASON OF GROWN. RPS TO PRUNING 1leFRIST OUT PART WAY THROUGH ME BRANCH AT PUNT A. Z. -THEN CUT COMPLETELY THROUGH BRANCH FROM PUNT B TO A. 1 -NOW CUT FROM PUNT C TO D. a.•NF D IS HAP NI NO, TO FI D, PROP A PLUMB LINE VERTICALLYDOWN TO PUNT K ME ANGLE x -C -DC -D SHOULD BE APPROXIMATELY EWAL TO X -C -E. PRUNING NOTES 1!•LEAVE BRANCH COLLAR (C TO D) Z'•DO NOT RUSH OUT (C TO X) 3.•^DO NOT LEAVE STUBS (B TO A) 4 - BEST TIME TO PRUNE IS UTE DORMANT SEASON OR EARLY SPRING. 5.••AVOID PRUNING OAKS N APRIL MAY. JUNE OR SLILY. 8.•9MMEDIAMLY PAINT OAK WOUNDS MADE IN APRIL MAY. JUNE OR JULY WITH LATEX PANT OR SHELLAC. BRANCHES SMALLER MEN 2' IN DIAMETER SHOULD BE OUT JUST BEYOND A LATERAL BUD OR ANOMER SMALL LATERA BRANCH. ME PRUNING SMALL BRANCHES IDEAL WT SHOULD BE SHARP, PRUNING DETAILS (Shigo Method) CLEAN. AND MADE W A SLIGHT ANGLE- SIGNIFICANT NGLESIGNIFICANT TREES HEAR ME PROPOSED CONSTRUCTION UMITS WILL BE IDENTIFIED IN ME PLAN OR BY ME ENGINEER AND PRESERVED BY THE CONTRACTOR, NOTES: DRIP MINE 1."PLACE ME TEMPORARY FENCE. 2."REDUCE SLOPE ROUNDING WERE ROOT ZONES MILL CWSMUCTIW UMHS BE OSIUMED BY NORMAL SLOPE ROUNDING, AS T&PnnCl�\APPROVED BY THE ENGNEER.}.••VARY BACK SLOPE STEEPNESS TO AMD MEE LOSS OME R UENNNEECESSARY ROOT DAMAGE AS APPROVED BYTEMPOR RY PENCE ORRM LDAROUNDI GG . _ R Tree Pmfiittl Are* 00 NOT ENTER ME FENCED AREA We aPPreda" par PIKOYatlon W ProtiIII II t DILA during I ©1 FURNISH AND INSTALL TEMPORARY FENCE AT ME MEE's DRIPLINE NOTES: ANY nLL REWIRED WITHIN ME DRIP LINE OF TREES SHALL BE AN 1.•'REDUCE COMPACTION W ROOT SYStEM WHERE IT OCCURS BY DRIVING (2 SW SHALL BE WHILE WITH BLACK LETTERING. ATTACH SIGN TO POST USING i" LENGTH WOOD SCREWS, HOLES IN ME SUL TO A p CF DEPTH WHEN POSSIBLE PUCE FENCE 25 FEET BEYOND ME GRIP LINE PLACE PROTECTION ALONG FENCE AT 20' NTERVALS. 450 T l6^. ( BEGIN 3' FROM ME 4M E MUCK AND CONTINUE AT 2FINTERVALS N REWIRE INSTALLING PERFORATED PIPE WITH AT LEAST WE DAYUGHTED ZONE. IC RINGS OUT TO ME PROTECTION ROUT 5151EM BRIDGE END OPENING AS AN AVIATION SYSTEM.SLOPE VIBRATORY PLOW -'WATERING OF FOGGY DAMAGED TREES MLL BE SANDY LOAM FILL DETAIL REQUIRED TO MAINTAIN ADEQUATE BUT NOT 10-31-16 EXCESSIVE SOIL MOISTURE TO A DEPTH OF W 18" WITHIN ME UNDISTURBED PURTIW OF 4-11-17 ME IMPACTED TREE WIPLINE. 6-13-17 3."'A 6 INCH UYER OF CHIP MULCH 6-16-17 PLACED OVERA TWE 111 3>33) GEOYDTLE 7-14-17 FABRIC MAY BE USED IN EU OF ME ROOT PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 SYSTEM BRIDGE EDESIGNATED lEp IN ME PUN OR WHEN DIRECTED BY ME ENGINEER, ALL N AT ME CONSIR LL, CUTS LIMITS SHALL BE CUT ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW E MAX ECESSARW OR CONSTRUCTION) MM A 0 VIBRATORY PLOW OR OMER APPROVED ROOT CUTTER PRIOR TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATOR ACTIVITIES _ a SHALL BE IMMEDIATELY WVERED WITH A 6' LAYER G ADJACENT $OIL BACKFILL, REGRADE, OR INSTALL RETAINING WALL AS DESIGNATED IN ME PLAN OR WHEN DIRECTED BY ME TUNNEL ENGINEER. PROTECTION ZONE 5. --IF CONSTRUCTION VEHICLES MUST PASS OVER W ROOT ZONES, CONSTRUCT ROOT SYSTUN BRIDGES WTH STEEL PLATE SUPPORTED W Z Z WOOD TIMBERS PLACED RADIALLY TO ME Uj TREE TRUNK. TREE PROTECTOR ZONE I- Q Z LLL TREE DIAMETER AT • MINIMUM DISTANCE FROM _ 4.3' ABOVE GROUND FACE OF TREE TRUNK -4 4 (� X0 5 -9 z Z Z 10 -i 10 Ln Q O 5 -,g 1i r U 9 + 1 hereby certify •WHEN UTILITY INSTALLATIONS MUST OCCUR UTILITY INSTALLATION TUNNEL "MIN ME TREE PROTECTOR ZONE, AS DEFINED IN ME ABOVE CHART ME CONTRACTOR SHALL or BORE (TUNNEL) UNDER MEE ROOTS THAT ARE TO RE PRESERVED. ME CWTRACTW SHALL by ROBE AT A MINIMUM DEPTH OF 24 BELOW ME or under my GROUND SURFACE WITHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS and that I Tree Pmfiittl Are* 00 NOT ENTER ME FENCED AREA We aPPreda" par PIKOYatlon W ProtiIII II t DILA during I ©1 FURNISH AND INSTALL TEMPORARY FENCE AT ME MEE's DRIPLINE FABRICATE 12' X 9'X 3/8" SIGN WIM 0.75" RADIUS CORNERS. ANY nLL REWIRED WITHIN ME DRIP LINE OF TREES SHALL BE AN W CWSMUCTIW LIMITS AS SPEOPED, PRIOR TO MY CWSTRUCTW. SW SHALL BE WHILE WITH BLACK LETTERING. ATTACH SIGN TO POST USING i" LENGTH WOOD SCREWS, UNCOMPACTED (WITH A COARSE SAND WMPOMENTT SANDY LOAM TOPSOIL EXCESSIVE FILL MAY WHEN POSSIBLE PUCE FENCE 25 FEET BEYOND ME GRIP LINE PLACE PROTECTION ALONG FENCE AT 20' NTERVALS. PLACED AT 2.5" AND 7.3" RESPECTIVELY MGM ME BOTTOM EDGE OF REWIRE INSTALLING PERFORATED PIPE WITH AT LEAST WE DAYUGHTED SIGNS ME SIGN, END OPENING AS AN AVIATION SYSTEM.SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL QT[OF ENGINEERING PLATE REVISED:1-10 FILE NAME:G \ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL GONYEA HOMES & REMODELINGS 1000 BOONE AVE N, SUITE 400 GOLDEN VALLEY, MN 55427 OFFICE: 763-432-4500 FAX: 763-432-4501 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Date License No. QUALITY U) BY DATE DATE Off ISSUE iiiiiiiiZ CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS W TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3d( IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 M PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 U N 0 Lr) 0 J _j o _ a 0 Lil O W Z Z ~ Uj I- Q Z LLL a O a (� X0 z Z Z O Ln Q O r U U 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MALEAH MILLER, ASLA 7-14-17 19507 Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE Off ISSUE 8-29-16 CITY COMMENTS 9-23-16 TEMP. CDS RELOCATION 10-10-16 UTILITY REVISIONS 10-25-16 FORCEMAIN UPDATE 10-31-16 STORM 12" TO 15" REVS 12-7-16 TH 101 TRAIL INSTALL NOTES 4-11-17 WATERSHED REV -WET 3d( IB2 6-13-17 TH 101 WALL 1 BID 6-16-17 LIFT STATION PAD AREA REVS 7-14-17 ILIFT STATION ELEC TRANS REV PROJECT TEAM DATA DESIGNED: MMM DRAWN: MMM PROJECT NO: 215-0119 48 SHEET 48 of 48