ARBOR LAKES BUSINESS PARK

Transcription

1 PRLIMARY SIT PUD DVLOPMNT PLANS FOR ARBOR LAKS BUSSS PARK SCTION 25, TOWNSHIP 119N, RANG 22W MAPL GROV, HNNP COUNTY, MN PRLIMARY PROJCT TAM: NGR KIMLY-HORN AND ASSOCIATS, C. PRPARD BY: MIK BRANDT 2550 UNIVRSITY AV W, SUIT 238 N ST. PAUL, MN TLPHON (651) SURVYOR GAN, FILD & NOWAK, C. RIC ROSR, P.L.S TYLR STRT N, SUIT 100 MNAPOLIS, MN TLPHON (612) LANDSCAP ARCHITCT KIMLY-HORN & ASSOCIATS, C. CHAD. FIGUM, PLA 2550 UNIVRSITY AV W, SUIT 238N ST. PAUL, MN TLPHON (651) DVLOPR DUK RALTY DAL MTR 1550 UTICA AVNU SH, SUIT 420 ST. LOUIS PARK, MN TLPHON (317) ARCHITCT HARRIS ARCHITCTS C. KASY KUXDOL 4801 MRSON AVNU - SUIT 210 PALAT, IL TLPHON (847) GOTCHNICAL BRAUN TRTC NAT MCKNY 1101 HAMPSHIR AVNU S MNAPOLIS, MN TLPHON (952) NOTS: VICITY N.T.S. 1. CONTRACTOR SHALL CONFIRM THAT TH XISTG CONDITIONS FOR TH SIT MATCH WHAT IS SHOWN ON TH DRAWGS CLUDD PRIOR TO CONSTRUCTION. 2. IF RPRODUCD, TH SCALS SHOWN ON THS PLANS AR BASD ON A X 42" SHT. 3. ALL NCSSARY SPCTIONS AND/OR CRTIFICATIONS RQUIRD BY CODS AND/OR UTILITY SRVICS COMPANIS SHALL B PRFORMD PRIOR TO ANNOUNCD BUILDG POSSSSION AND TH FAL CONNCTION OF SRVICS. 4. ALL GNRAL CONTRACTOR WORK TO B COMPLTD (ARTHWORK, FAL UTILITIS, AND FAL GRADG) BY TH MILSTON DAT PROJCT DOCUMNTS. SIT Sheet List Table Sheet Number Sheet Title C000 COVR SHT C100 ALTA-NSPS LAND TITL SURVY OVRALL BOUNDARY SRT C101 ALTA-NSPS LAND TITL SURVY XISTG SRT C102 ALTA-NSPS LAND TITL SURVY XISTG SRT C103 ALTA-NSPS LAND TITL SURVY XISTG SRT C104 ALTA-NSPS LAND TITL SURVY XISTG SRT C105 PRLIMARY PLAT C106 ZONG MAP OVRLAY C107 ZONG MAP RMU OVRLAY C200 OVRALL SIT PLAN C201 SIT PLAN DTAIL C202 FIRTRUCK TURNG MOVMNT PLAN C203 SMI TURNG MOVMNT PLAN C300 OVRALL GRADG PLAN C301 OVRALL STORMWATR MANAGMNT PLAN C400 OVRALL UTILITY PLAN L100 OVRALL LANDSCAP PLAN DRAWG FORMATION

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7 LOT 1 BUILDG - A 222,444 SF BUILDG - C 277,720 SF LOT 3 PRLIMARY RVR LN (BY OTHRS) BUILDG - B 220,668 SF BUILDG - D 263,834 SF LOT 2 LOT ' FOUNTAS DRIV (BY OTHRS) 100.0' LOT A LOT NAM PROPRTY ARA SUMMARY GNRAL LOT WIDTH GNRAL LOT DPTH ARA ARA (SF) (ACRAG) LOT ' 418' AC 486,567 SF LOT ' 420' AC 488,745 SF LOT ' 472' AC 552,343 SF LOT ' 445' AC 524,464 SF LOT A 2312' 303' AC 693,042 SF LGAL DSCRIPTION Per Commitment for Title Insurance prepared by First American Title Insurance Company National Commercial Services, Commitment No. NCS CHI2 dated May 22, Parcel 1: The Northwest Quarter of the Northwest Quarter of the Northwest Quarter, Section 25, Township 119, Range 22, Hennepin County, Minnesota. Parcel 2: The North Half of the Northwest Quarter, Section 25, Township 119, Range 22, excepting therefrom the Northwest Quarter of the Northwest Quarter of the Northwest Quarter, Section 25, Township 119, Range 22, all in Hennepin County, Minnesota. Property is Abstract. DRAWG FORMATION PRSCRIBD ASMNT DDICATION NW RIGHT OF WAY DDICATION AC 237,403 SF AC 347,175 SF LGND PROPRTY L TOTAL PROPRTY ARA AC 3,329,740 SF RIGHT OF WAY L NT DVLOPABL ARA (TOTAL PROPRTY LSS DDICATION) AC 2,745,162 SF ASMNT L STBACK L

8 PRLIMARY ZACHARY LAN 1000' RADIUS AROUND SIT 77TH AV/LM CRK BOULVARD FOUNTAS DRIV N TRSTAT ' RADIUS AROUND SIT DRAWG FORMATION

9 PRLIMARY ZACHARY LAN 1000' RADIUS AROUND SIT 77TH AV/LM CRK BOULVARD FOUNTAS DRIV N TRSTAT ' RADIUS AROUND SIT DRAWG FORMATION

10 9.0' 9.0' 60.0' 9.0' 29.4' 99.0' CONSTRUCTION WITH RIGHT-OF-WAY BY OTHRS LM CRK BOULVARD ZACHARY LN 41.3' 25.7' MONUMNT SIGNAG 40' BUILDG STBACK 18.0' (TYP) (TYP) 96.8' 20' PARKG STBACK 20' PARKG STBACK BUILDG - A 222,444 SF 60.0' 10.0' MONUMNT SIGNAG 50.1' 120.9' (TYP) 81.4' 18.0' (TYP) COMMRC DRIV (PRIVAT) 84.2' 40' BUILDG STBACK 20' PARKG STBACK BUILDG - C 277,720 SF LOT ' 94.1' MONUMNT SIGNAG 72.9' 20.2' RVR LN (BY OTHRS) PRLIMARY 40' BUILDG STBACK LOT ' 65.1' 72.9' ZACHARY LN TURN LAN CONSTRUCTION BY OTHRS 93.9' 60.0' 60.0' 90.0' 90.0' (4) "DO NOT NTR MRGNCY VHICLS ONLY" SIGN 81.7' 20.0' COMMRC DRIV (PRIVAT) 104.9' 20' STRIPD MRGNCY ACCSS LAN 60.0' 60.0' 60.0' 90.0' 90.0' 20.2' 20.2' 72.9' 93.9' 20' PARKG STBACK 41.3' 18.0' (TYP) 6' SIDWALK (BY OTHRS) BUILDG - B 220,668 SF LOT ' BUILDG - D 263,834 SF LOT 4 40' BUILDG STBACK 20.2' 20.2' (TYP) 40' BUILDG STBACK 85.8' 93.9' 72.9' 65.5' 20.5' 20' PARKG STBACK 20.5' 46.5' 51.4' 145.0' 76.7' 32.1' 100.5' 27.7' 26.9' 40' BUILDG STBACK 20' PARKG STBACK 22.9' 22.1' 88.7' 20.4' 20.2' FOUNTAS DRIV (BY OTHRS) LOT A SIT PLAN NOTS 1. ALL WORK AND MATRIALS SHALL COMPLY WITH PROJCT SPCIFICATIONS, ALL CITY/COUNTY RGULATIONS AND CODS AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL RFR TO TH ARCHITCTURAL PLANS FOR XACT LOCATIONS AND DIMNSIONS OF VSTIBULS, PAVG, SIDWALKS, XIT PORCHS, TRUCK DOCKS, PRCIS BUILDG DIMNSIONS AND XACT BUILDG UTILITY NTRANC LOCATIONS. 3. ALL DISTURBD ARAS AR TO RCIV FOUR CHS OF TOPSOIL, SD, MULCH AND WATR UNTIL A HALTHY STAND OF GRASS IS STABLISHD. 4. ALL NR CURBD RADII AR TO B 5' AND R CURBD RADII AR TO B 10' UNLSS OTHRWIS NOTD. STRIPD RADII AR TO B 5'. 5. ALL DIMNSIONS AND RADII AR TO TH FAC OF CURB UNLSS OTHRWIS NOTD. 6. XISTG STRUCTURS WITH CONSTRUCTION LIMITS AR TO B ABANDOND, RMOVD OR RLOCATD AS NCSSARY. ALL COST SHALL B CLUDD BAS BID. 7. CONTRACTOR SHALL B RSPONSIBL FOR ALL RLOCATIONS, (UNLSS OTHRWIS NOTD ON PLANS) CLUDG BUT NOT LIMITD TO, ALL UTILITIS, STORM DRAAG, SIGNS, TRAFFIC SIGNALS & POLS, TC. AS RQUIRD. ALL WORK SHALL B ACCORDANC WITH GOVRNG AUTHORITIS RQUIRMNTS AND PROJCT SIT WORK SPCIFICATIONS AND SHALL B APPROVD BY SUCH. ALL COST SHALL B CLUDD BAS BID. 8. SIT BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD FORMATION TAKN FROM A SURVY BY GAN, FILD, & NOWAK, C. LOT PARKG ADA PARKG PARKG & STBACK SUMMARY RQUIRD BUILDG STBACKS PROVIDD BUILDG STBACKS* PROVIDD PARKG STBACKS STALLS 8 STALLS 40' 93.9' 20' STALLS 8 STALLS 40' 65.5' 20' STALLS 8 STALLS 40' 72.9' 20' STALLS 8 STALLS 40' 72.9' 20' *MASURD AT RIGHT ANGLS FROM PUBLIC RIGHT-OF-WAY TO TH CLOSST BUILDG CORNR 1.5" BITUMOUS WAR COURS MNDOT 2360 SPWA240 MNDOT SPC 2357 TACK COAT 2" BITUMOUS SURFAC COURS MNDOT 2360 SPWB440 5" 4000 PSI CONCRT PR MNDOT " GRANULAR BAS PR MNDOT CLASS V SCTION 3138 ARBOR LAKS BUSSS PARK ARA SUMMARY GROSS PROPRTY ARA ±70.89 AC LOT 1 ARA ±11.11 AC LOT 1 IMPRVIOUS ARA ±9.49 AC (85.40%) LOT 1 PRVIOUS ARA ±1.84 AC (16.56%) BUILDG A COVRAG 46.0% LOT 1 PARKG ARA ±2.078 AC LOT 1 PARKG ARA GRN SPAC ±0.084 AC (4.04%) LOT 2 ARA ±11.28 AC LOT 2 IMPRVIOUS ARA ±9.51 AC (84.32%) LOT 2 PRVIOUS ARA ±1.70 AC (15.07%) BUILDG B COVRAG 44.9% LOT 2 PARKG ARA ±2.339 AC LOT 2 PARKG ARA GRN SPAC ±0.201 AC (8.59%) LOT 3 ARA ±12.66 AC LOT 4 IMPRVIOUS ARA ±10.65 AC (88.39%) LOT 4 PRVIOUS ARA ±1.38 AC (11.45%) BUILDG D COVRAG 50.3% LOT 4 PARKG ARA ±2.670 AC LOT 4 PARKG ARA GRN SPAC ±0.337 AC (12.62%) TOTAL NT DVLOPD PROPRTY ARA ±47.10 AC TOTAL NT IMPRVIOUS ARA ±40.55 AC (86.10%) TOTAL NT PRVIOUS ARA ±6.76 AC (14.35%) FOUNTAS DRIV ROW DDICATION ±5.33AC RVR LAN ROW DDICATION ±2.53 AC LOT A ±15.91 AC DRAWG FORMATION 9. MONUMNT SIGNS SHALL B CONSTRUCTD BY OTHRS. SIGNS AR SHOWN FOR GRAPHICAL & FORMATIONAL PURPOSS ONLY. CONTRACTOR TO VRIFY, LOCATION AND ANY RQUIRD PRMITS NCSSARY FOR TH CONSTRUCTION OF TH PYLON / MONUMNT SIGN. 10. CONTRACTOR SHALL RFRNC SIT LIGHTG PLAN FOR SIT LIGHTG AND ARCH / MP PLANS FOR LCTRICAL PLAN. 11. NO PROPOSD LANDSCAPG SUCH AS TRS OR SHRUBS, ABOV AND UNDRGROUND STRUCTURS, OR OTHR OBSTRUCTIONS SHALL B LOCATD WITH XISTG OR PROPOSD UTILITY ASMNTS AND RIGHTS OF WAY UNLSS SPCIFICALLY NOTD ON PLANS OTHRWIS. 1.5" BITUMOUS BAS COURS MNDOT 2360 SPNWB230B 6" GRANULAR BAS PR MNDOT CLASS V SCTION 3138 MNDOT SPC 2357 TACK COAT 3" BITUMOUS BAS COURS MNDOT 2360 SPNWB430B 9" GRANULAR BAS PR MNDOT CLASS V SCTION 3138 APPROVD SUBGRAD HAVY DUTY CONCRT PAVMNT APPROVD SUBGRAD LOT 3 IMPRVIOUS ARA ±10.90 AC (86.12%) LOT 3 PRVIOUS ARA ±1.84 AC (14.53%) BUILDG C COVRAG 50.4% LOT 3 PARKG ARA ±1.998 AC LOT 3 PARKG ARA GRN SPAC ±0.093 AC (4.65%) PAVMNT SCTIONS AR PROVIDD FOR RFRNC ONLY. RFR TO GOTCHNICAL RPORT FOR ALL PAVMNT, SUBGRAD PRPRATION, AND COMPACTION RQUIRMNTS. APPROVD SUBGRAD STANDARD DUTY ASPHALT PAVMNT HAVY DUTY ASPHALT PAVMNT NOT: AN ADQUAT NUMBR OF LONGITUDAL AND TRANSVRS CONTROL JOTS SHOULD B PLACD TH PAVMNT ACCORDANC WITH ACI AND OR AASHTO RQUIRMNTS. XPANSION JOTS MUST B FULL DPTH AND SHOULD B USD TO ISOLAT FIXD OBJCTS ABUTTG OR WITH TH PAVD ARA. LOT 4 ARA ±12.05 AC

11 62.9' 30.4' BUILDG - B BIT TRAIL 10' BIT TRAIL 10' ZACHARY LN LM CRK BOULVARD PRLIMARY MATCH XISTG CURB AND GUTTR MATCH XISTG CURB AND GUTTR CONCRT PD RAMP CONCRT PD RAMP MATCH XISTG CURB AND GUTTR R50.0' R50.0' BUILDG - A COMMRCIAL DRIVWAY APRON SAWCUT XISTG BITUMOUS B612 CURB AND GUTTR 50.1' 15.0' 12.0' 50.0' 71.4' 12.0' CONSTRUCTION WITH RIGHT-OF-WAY BY OTHRS 27.7' 12.0' CONCRT MDIAN NOS MATCH XISTG CURB AND GUTTR SAWCUT XISTG BITUMOUS ZACHARY LN TURN LAN CONSTRUCTION BY OTHRS R25.0' R5.0' BUILDG - C R10.0' 15.0' 15.0' CONCRT MDIAN NOS R10.0' BUILDG - A MATCH XISTG CURB AND GUTTR R25.0' R10.0' R5.0' R10.0' B612 CURB AND GUTTR 56.4' 12.0' 27.9' SAWCUT XISTG BITUMOUS MATCH XISTG CURB AND GUTTR 59.6' DRAWG FORMATION

12 PROPRTY L BUILDG - A 222,444 SF BUILDG - C 277,720 SF LOT 3 PRLIMARY LOT 1 BUILDG - B 220,668 SF LOT 2 BUILDG - D 263,834 SF LOT 4 LOT A MAPL GROV FIR TRUCK DRAWG FORMATION TH VHICL MANUVRG IDNTIFID ON THIS PLAN WAS PRPARD USG AUTOTURN SOFTWAR AND DOS NOT NCSSARILY RPRSNT ACTUAL CONDITIONS NOR DOS IT ACCOUNT FOR XTRNAL FACTORS. THIS ANALYSIS SHOULD NOT B USD AS TH SOL BASIS FOR TH CLINT'S DCISION MAKG

13 PROPRTY L BUILDG - A 222,444 SF BUILDG - C 277,720 SF LOT 3 PRLIMARY LOT 1 BUILDG - B 220,668 SF LOT 2 BUILDG - D 263,834 SF LOT 4 LOT A DRAWG FORMATION TH VHICL MANUVRG IDNTIFID ON THIS PLAN WAS PRPARD USG AUTOTURN SOFTWAR AND DOS NOT NCSSARILY RPRSNT ACTUAL CONDITIONS NOR DOS IT ACCOUNT FOR XTRNAL FACTORS. THIS ANALYSIS SHOULD NOT B USD AS TH SOL BASIS FOR TH CLINT'S DCISION MAKG

14 3.0% CONSTRUCTION WITH RIGHT-OF-WAY BY OTHRS Y I M LI FF LOT 1 6% % % O 3.1 F PR 4.1% LOT 3 % 08/25/2017 RVR LN (BY OTHRS) 2. % BUILDG - C 277,720 SF 2% 2.6 BUILDG - A 222,444 SF R NA FF % % BUILDG - B 220,668 SF ZACHARY LN TURN LAN CONSTRUCTION BY OTHRS BUILDG - D 263,834 SF LOT 2 LOT 4 FF FF % % % % 5.1% 3.4% 4.4% FOUNTAS DRIV (BY OTHRS) LOT A GRADG & DRAAG PLAN NOTS 1. ALL WORK SHALL B PRFORMD ACCORDANC WITH TH CITY OF MAPL GROV, SPCIFICATIONS AND BUILDG PRMIT RQUIRMNTS. 11. CONTRACTOR IS RSPONSIBL FOR CONSTRUCTION OF PAVMNTS AND CURB AND GUTTR WITH SMOOTH UNIFORM S TO PROVID POSITIV DRAAG. 2. CONTRACTOR TO < > AT LAST TWO WORKG DAYS PRIOR TO XCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 12. STALL A MIMUM OF <4" CLASS 5> AGGRGAT BAS UNDR CURB AND GUTTR AND CONCRT SIDWALKS. 13. UPON COMPLTION OF XCAVATION AND FILLG, CONTRACTOR SHALL RSTOR ALL STRTS AND DISTURBD ARAS ON SIT. ALL DISTURBD ARAS SHALL B R-VGTATD WITH A MIMUM OF <4" OF TOPSOIL>. 3. STORM SWR SHALL B AS FOLLOWS: RCP PR ASTM C-76 : 0" - 10" PR AASHTO M-252 : OR GRATR PR ASTM F-2306 SCH. 40 PR ASTM D STORM SWR FITTGS SHALL B AS FOLLOWS: RCP PR ASTM C-76, JOTS PR ASTM C-361, C-990, AND C-443 PR ASTM 3212 PR ASTM D-3034, JOTS PR ASTM D ALL SPOT S/CONTOURS AR TO GUTTR / FLOW L UNLSS OTHRWIS NOTD. 15. GRADG FOR ALL SIDWALKS AND ACCSSIBL RS CLUDG CROSSG DRIVWAYS SHALL CONFORM TO CURRNT ADA STAT/NATIONAL STANDARDS. NO CAS SHALL ACCSSIBL RAMP S XCD 1 VRTICAL TO 12 HORIZONTAL. NO CAS SHALL SIDWALK CROSS S XCD 2%. NO CAS SHALL LONGITUDAL SIDWALK S XCD 5%. NO CAS SHALL ACCSSIBL PARKG STALLS OR AISLS XCD 2% (1.5% TARGT) ALL DIRCTIONS. SIDWALK ACCSS TO XTRNAL BUILDG DOORS AND GATS SHALL B ADA COMPLIANT. CONTRACTOR SHALL NOTIFY NGR IMMDIATLY IF ADA CRITRIA CANNOT B MT ANY LOCATION PRIOR TO PAVG. NO CONTRACTOR CHANG ORDRS WILL B ACCPTD FOR A.D.A COMPLIANC ISSUS. CONTRACTOR TO FILD VRIFY TH LOCATIONS AND S OR XISTG UTILITIS AND TOPOGRAPHIC FATURS PRIOR TO TH START OF SIT GRADG. TH CONTRACTOR SHALL IMMDIATLY NOTIFY TH PROJCT NGR OF ANY DISCRPANCIS OR VARIATIONS. SUBGRAD XCAVATION SHALL B BACKFILLD IMMDIATLY AFTR XCAVATION TO HLP OFFST ANY STABILITY PROBLMS DU TO WATR SPAG OR STP S. WHN PLACG NW SURFAC MATRIAL ADJACNT TO XISTG PAVMNT, TH XCAVATION SHALL B BACKFILLD PROMPTLY TO AVOID UNDRMG OF XISTG PAVMNT. 16. MATA A MIMUM OF 0.5% GUTTR TOWARDS LOW POTS CONTRACTOR SHALL B RSPONSIBL FOR ALL HORIZONTAL AND VRTICAL CONTROL. CONTRACTOR TO PROVID 3" SULATION BY 5' WID CNTRD ON STORM IF LSS THAN 4' OF COVR PAVMNT ARAS AND LSS THAN 3' OF COVR LANDSCAP ARAS. 7. CONTRACTOR SHALL XCAVAT DRAAG TRNCHS TO FOLLOW PROPOSD STORM SWR ALIGNMNTS. 18. ALL STORM SWR CONNCTIONS SHALL B GASKTD AND WATR TIGHT CLUDG MANHOL CONNCTIONS. 8. GRADS SHOWN AR FISHD GRADS. CONTRACTOR SHALL ROUGH GRAD TO SUBGRAD AND LAV STRT RADY FOR SUBBAS. 19. ALL STORM SWR SHALL B AIR TSTD ACCORDANC WITH TH CURRNT PLUMBG COD ALL XCSS MATRIAL, BITUMOUS SURFACG, CONCRT ITMS, ANY ABANDOND UTILITY ITMS, AND OTHR UNSTABL MATRIALS SHALL BCOM TH PROPRTY OF TH CONTRACTOR AND SHALL B DISPOSD OF OFF TH CONSTRUCTION SIT. MATA A MIMUM OF 1.25% BITUMOUS PAVMNT ARAS, 0.5% CONCRT PAVMNT ARAS RFR TO TH UTILITY PLAN FOR SANITARY SWR MA, WATR MA SRVIC LAY AND S AND CASTG / STRUCTUR NOTATION. CONTRACTOR SHALL RVIW PAVMNT GRADINT AND CONSTRUCT "FALL CURB" WHR PAVMNT DRAS TOWARD GUTTR, AND "FALL" CURB WHR PAVMNT DRAS AWAY FROM GUTTR. # Description DRAWG FORMATION Date

15 Y BUILDG - C 277,720 SF BUILDG - A 222,444 SF R NA I LOT 3 M LI PR LOT 1 08/25/2017 CONNCT TO XISTG STORM (BY OTHRS) BUILDG - B 220,668 SF BUILDG - D 263,834 SF LOT 2 STORM SWR BY OTHRS LOT 4 STORM SWR BY OTHRS GRADG & DRAAG PLAN NOTS 1. ALL WORK SHALL B PRFORMD ACCORDANC WITH TH CITY OF MAPL GROV, SPCIFICATIONS AND BUILDG PRMIT RQUIRMNTS. SCHDUL CONTRACTOR TO < > AT LAST TWO WORKG DAYS PRIOR TO XCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SWR SHALL B AS FOLLOWS: RCP PR ASTM C-76 : 0" - 10" PR AASHTO M-252 : OR GRATR PR ASTM F-2306 SCH. 40 PR ASTM D STORM SWR FITTGS SHALL B AS FOLLOWS: RCP PR ASTM C-76, JOTS PR ASTM C-361, C-990, AND C-443 PR ASTM 3212 PR ASTM D-3034, JOTS PR ASTM D MATA A MIMUM OF 1.25% BITUMOUS PAVMNT ARAS, 0.5% CONCRT PAVMNT ARAS VRT MATRIAL STRUCTUR NO. STRUCTUR/ CASTG TYP RIM/GRAT VRT MATRIAL STRUCTUR NO. STRUCTUR/ CASTG TYP RIM/GRAT VRT MATRIAL STRUCTUR NO. STRUCTUR/ CASTG TYP RIM/GRAT VRT MATRIAL RD W RD Null Structure W RD % RD % RD S RD % RD S RD RD S RD RD S RD RD S RD RD S RD RD S RD RD S RD RD RD Null Structure RD RD PROPOSD RD RD % RD RD PROPOSD MANHOL (STORM OR SANITARY) RD N RD N RD N RD N PROPOSD CATCH BAS RD N RD N RD N RD N RD N RD N RD N RD N RD N RD N RD N RD N W W RD W W LGND PROPOSD RDUCR PROPOSD T PROPOSD GAT VALV PROPOSD WATRMA PROPOSD SANITARY SWR PROPOSD STORM SWR RD SUBGRAD XCAVATION SHALL B BACKFILLD IMMDIATLY AFTR XCAVATION TO HLP OFFST ANY STABILITY PROBLMS DU TO WATR SPAG OR STP S. WHN PLACG NW SURFAC MATRIAL ADJACNT TO XISTG PAVMNT, TH XCAVATION SHALL B BACKFILLD PROMPTLY TO AVOID UNDRMG OF XISTG PAVMNT. STRUCTUR NO. STRUCTUR/ CASTG TYP RIM/GRAT VRT CONTRACTOR SHALL B RSPONSIBL FOR ALL HORIZONTAL AND VRTICAL CONTROL. STRM X STRM " STRM MH S GRADS SHOWN AR FISHD GRADS. CONTRACTOR SHALL ROUGH GRAD TO SUBGRAD AND LAV STRT RADY FOR SUBBAS. ALL XCSS MATRIAL, BITUMOUS SURFACG, CONCRT ITMS, ANY ABANDOND UTILITY ITMS, AND OTHR UNSTABL MATRIALS SHALL BCOM TH PROPRTY OF TH CONTRACTOR AND SHALL B DISPOSD OF OFF TH CONSTRUCTION SIT. 10. RFR TO TH UTILITY PLAN FOR SANITARY SWR MA, WATR MA SRVIC LAY AND S AND CASTG / STRUCTUR NOTATION. 11. CONTRACTOR IS RSPONSIBL FOR CONSTRUCTION OF PAVMNTS AND CURB AND GUTTR WITH SMOOTH UNIFORM S TO PROVID POSITIV DRAAG DRAAG SCHDUL W " MATRIAL N S N STRM S S % N STRM STUB N STRM N % STRM NW % N S UPON COMPLTION OF XCAVATION AND FILLG, CONTRACTOR SHALL RSTOR ALL STRTS AND DISTURBD ARAS ON SIT. ALL DISTURBD ARAS SHALL B R-VGTATD WITH A MIMUM OF <4" OF TOPSOIL>. STRM STUB STRM STUB STRM STRM STUB STRM W N N S N S N S W STRUCTUR NO. STRUCTUR/ CASTG TYP VRT VRT NW N STRM S W STRM S MATRIAL STRM S N STRM W % N STRM W % STRM W S % 5.12% STRM S W STRM S STRM S N N N % 0.51% N N % SW W STRM STRM STRM N W N STRM STRM STRM N % S W STRM W N STRM S W % N " 1.66% STRM STRM W N STRM W N S # STRM W S N DRAWG FORMATION STRM W N S % SW % STRM Null Structure W STRM W STRM Null Structure N W W S N STRM W W STRM W STRM S W W N STRM Null Structure STRM STRM W N STRM N W STRM MH S W Description STRM S STRM % 2.02% STRM N S STRM S W N % 0.99% STRM N S W STRM W CONTRACTOR TO PROVID 3" SULATION BY 5' WID CNTRD ON STORM IF LSS THAN 4' OF COVR PAVMNT ARAS AND LSS THAN 3' OF COVR LANDSCAP ARAS. STRM S W STRM W S S W S W W STRM W S SW NW STRM N W STRM N STRM N SW STRM Null Structure N W S STRM S S STRM STRM W S N MATRIAL W N STRM STRM STRM STRM ALL STORM SWR SHALL B AIR TSTD ACCORDANC WITH TH CURRNT PLUMBG COD. VRT STRM S W N S SW VRT STRM RIM/GRAT STRM N STRUCTUR/ CASTG TYP STRM STRM STRUCTUR NO. W STRM MATRIAL W STUB W S STRM STRM VRT Null Structure MATA A MIMUM OF 0.5% GUTTR TOWARDS LOW POTS. ALL STORM SWR CONNCTIONS SHALL B GASKTD AND WATR TIGHT CLUDG MANHOL CONNCTIONS. VRT RIM/GRAT STRM STRUCTUR/ CASTG TYP STRM N STRUCTUR NO. DRAAG SCHDUL W N W W RD DRAAG SCHDUL RIM/GRAT STRM STRM GRADG FOR ALL SIDWALKS AND ACCSSIBL RS CLUDG CROSSG DRIVWAYS SHALL CONFORM TO CURRNT ADA STAT/NATIONAL STANDARDS. NO CAS SHALL ACCSSIBL RAMP S XCD 1 VRTICAL TO 12 HORIZONTAL. NO CAS SHALL SIDWALK CROSS S XCD 2%. NO CAS SHALL LONGITUDAL SIDWALK S XCD 5%. NO CAS SHALL ACCSSIBL PARKG STALLS OR AISLS XCD 2% (1.5% TARGT) ALL DIRCTIONS. SIDWALK ACCSS TO XTRNAL BUILDG DOORS AND GATS SHALL B ADA COMPLIANT. CONTRACTOR SHALL NOTIFY NGR IMMDIATLY IF ADA CRITRIA CANNOT B MT ANY LOCATION PRIOR TO PAVG. NO CONTRACTOR CHANG ORDRS WILL B ACCPTD FOR A.D.A COMPLIANC ISSUS. VRT STRM STRM RD DRAAG SCHDUL S STALL A MIMUM OF <4" CLASS 5> AGGRGAT BAS UNDR CURB AND GUTTR AND CONCRT SIDWALKS. ALL SPOT S/CONTOURS AR TO GUTTR / FLOW L UNLSS OTHRWIS NOTD. SCHDUL RIM/GRAT CONTRACTOR SHALL RVIW PAVMNT GRADINT AND CONSTRUCT "FALL CURB" WHR PAVMNT DRAS TOWARD GUTTR, AND "FALL" CURB WHR PAVMNT DRAS AWAY FROM GUTTR. CONTRACTOR TO FILD VRIFY TH LOCATIONS AND S OR XISTG UTILITIS AND TOPOGRAPHIC FATURS PRIOR TO TH START OF SIT GRADG. TH CONTRACTOR SHALL IMMDIATLY NOTIFY TH PROJCT NGR OF ANY DISCRPANCIS OR VARIATIONS. CONTRACTOR SHALL XCAVAT DRAAG TRNCHS TO FOLLOW PROPOSD STORM SWR ALIGNMNTS. SCHDUL STRUCTUR/ CASTG TYP PROPOSD STORM SWR 5. SCHDUL STRUCTUR NO. Date

16 LM CRK BOULVARD CONNCT TO XISTG WATRMA STUB CONNCT TO XISTG WATRMA STUB CONNCT TO XISTG 8" WATRMA STUB 8" C-900 WATRMA 8"X6" T 8" GAT VALV FF BUILDG - A 222,444 SF 8"X6" T 8" C-900 WATRMA GAT VALV 8"X6" T 8" GAT VALV GAT VALV GAT VALV 8" GAT VALV C-900 WATRMA 8"X6" T 8" C-900 WATRMA FF BUILDG - C 277,720 SF LOT 3 8"X6" T C-900 WATRMA (BY OTHRS) RVR LN (BY OTHRS) PRLIMARY ZACHARY LN WATR SRVIC LOT 1 X6" T GAT VALV WATR SRVIC X6" T 6" 45 BND X6" T C-900 WATRMA X6" T GAT VALV X6" T C-900 WATRMA (2) GAT VALV (2) 45 BND GAT VALV WATR SRVIC WATR SRVIC X6" T BUILDG - B 220,668 SF LOT 2 FF C-900 WATRMA BUILDG - D 263,834 SF LOT 4 FF C-900 WATRMA (BY OTHRS) GAT VALV X6" T (BY OTHRS) X6" T (BY OTHRS) CONNCT TO SANITARY SWR STUB (BY OTHRS) SANITARY SWR (BY OTHRS) X6" T (BY OTHRS) X6" T (BY OTHRS) X6" T (BY OTHRS) TMPORARY 6" GAT VALV X6" RDUCR X T C-900 WATRMA (BY OTHRS) FOUNTAS DRIV (BY OTHRS) C-900 WATRMA (BY OTHRS) WTTAP XISTG WATRMA SANITARY SWR (BY OTHRS) LOT A UTILITY PLAN NOTS 1. ALL FILL MATRIAL IS TO B PLAC, AND COMPACTD BFOR STALLATION OF PROPOSD UTILITIS. 2. SANITARY SWR SHALL B AS FOLLOWS: 8" SDR35 PR ASTM D-3034, FOR S LSS THAN 12' DP 8" SDR26 PR ASTM D-3034, FOR S MOR THAN 12' DP 6" SCHDUL 40 PR ASTM D-3034 DUCTIL IRON PR AWWA C WATR LS SHALL B AS FOLLOWS: 6" AND LARGR, C-900 PR ASTM D 2241 CLASS 200 UNDR COUNTY ROADS, OTHRWIS CLASS 150 4" AND LARGR DUCTIL IRON PR AWWA C150 SMALLR THAN 3" PIPG SHALL B COPPR TUB TYP "K" PR ANSI OR, 200 P.S.I., PR ASTM D1784 AND D MIMUM TRNCH WIDTH SHALL B 2 FT. 5. ALL WATR JOTS AR TO B MCHANICAL JOTS WITH RSTRATS SUCH AS THRUST BLOCKG, WITH STALSS STL OR COBALT BLU BOLTS, OR AS DICATD TH CITY SPCIFICATIONS AND PROJCT DOCUMNTS. 12. XISTG UTILITIS SHALL B VRIFID FILD PRIOR TO STALLATION OF ANY NW LS. 13. RFR TO TRIOR PLUMBG DRAWGS FOR TI- OF ALL UTILITIS. 14. CONTRACTOR IS RSPONSIBL FOR COMPLYG TO TH SPCIFICATIONS OF TH CITY OF MAPL GROV WITH RGARDS TO MATRIALS AND STALLATION OF TH WATR AND SWR LS. 15. TH CONTRACTOR IS SPCIFICALLY CAUTIOND THAT TH LOCATION AND/OR OF XISTG UTILITIS AS SHOWN ON THS PLANS IS BASD ON RCORDS OF TH VARIOUS UTILITY COMPANIS, AND WHR POSSIBL, MASURMNTS TAKN TH FILD. TH FORMATION IS NOT TO B RLID ON AS BG XACT OR COMPLT. TH CONTRACTOR MUST CALL TH APPROPRIAT UTILITY COMPANIS AT LAST 72 HOURS BFOR ANY XCAVATION TO RQUST XACT FILD LOCATION OF UTILITIS. IT SHALL B TH RSPONSIBILITY OF TH CONTRACTOR TO RLOCAT ALL XISTG UTILITIS WHICH CONFLICT WITH TH PROPOSD IMPROVMNTS SHOWN ON TH PLANS. 16. CONTRACTOR IS RSPONSIBL FOR ALL NCSSARY SPCTIONS AND/OR CRTIFICATIONS RQUIRD BY CODS AND/OR UTILITY SRVIC COMPANIS. LGND PROPOSD RDUCR PROPOSD T PROPOSD GAT VALV PROPOSD PROPOSD MANHOL (STORM OR SANITARY) PROPOSD CATCH BAS PROPOSD WATRMA PROPOSD SANITARY SWR PROPOSD STORM SWR PROPOSD STORM SWR DRAWG FORMATION 6. ALL UTILITIS SHOULD B KPT TN (10') APART (PARALLL) OR WHN CROSSG VRTICAL CLARANC (SID DG OF TO SID DG OF OR STRUCTUR). 7. CONTRACTOR SHALL MATA A MIMUM OF 7'-5" COVR ON ALL WATRLS. 17. CONTRACTOR SHALL COORDAT WITH ALL UTILITY COMPANIS FOR STALLATION RQUIRMNTS AND SPCIFICATIONS. 18. CONTRACTOR SHALL RFRNC ARCH / MP PLANS FOR SIT LIGHTG AND LCTRICAL PLAN. N TH VNT OF A VRTICAL CONFLICT BTWN WATR LS, SANITARY LS, STORM LS AND GAS LS, OR ANY OBSTRUCTION (XISTG AND PROPOSD), TH SANITARY L SHALL B SCH. 40 OR C900 WITH MCHANICAL JOTS AT LAST 10 FT ON ITHR SID OF TH CNTR L OF TH CROSSG. TH WATR L SHALL HAV MCHANICAL JOTS WITH APPROPRIAT FASTNRS AS RQUIRD TO PROVID A MIMUM OF VRTICAL SPARATION. MTG RQUIRMNTS OF ANSI A21.10 OR ANSI (AWWA C-151) (CLASS 50). 9. LS UNDRGROUND SHALL B STALLD, SPCTD AND APPROVD BFOR BACKFILLG. 19. BACKFLOW DVICS (DDCV AND PRZ ASSMBLIS) AND MTRS AR LOCATD TH TRIOR OF TH BUILDG. RF. ARCH / MP PLANS. 20. ALL ONSIT WATRMAS AND SANITARY SWRS SHALL B PRIVATLY OWND AND MATAD. 21. ALL WATRMA STUBS SHALL B MCHANICALLY RSTRAD WITH RACTION BLOCKG. 10. TOPS OF MANHOLS SHALL B RAISD AS NCSSARY TO B FLUSH WITH PROPOSD PAVMNT S, AND TO B ON FOOT ABOV FISHD GROUND S, GRN ARAS, WITH WATRTIGHT LIDS. 11. ALL CONCRT FOR NCASMNTS SHALL HAV A MIMUM 28 DAY COMPRSSION STRNGTH AT 3000 P.S.I.

17 LM CRK BOULVARD ZACHARY LN 5' NO PLANT ZON AROUND S 2 - RBH 3 - WPN 3 - AM 1 - KCT 1 - ALN 1 - RBH 1 - SHL 1 - SHL 1 - SHL - SHL 1 - SHL 3 - OB BHS 2 - SPO 2 - PCA 4"-9" RIVR ROCK MULCH 1.5" RIVR ROCK MULCH 2 - DSB BUILDG - A 222,444 SF LOT CHB 1 - ALN 3 - BOK 2 - PCA 1 - RBH 3 - NCA 2 - DSB 4"-9" RIVR ROCK MULCH 1.5" RIVR ROCK MULCH 3 - SPO 1 - AHH 2 - AM 1 - ALN 2 - KCT 2 - ALN 3 - WPN 3 - BHS 2 - KCT 1 - AM 4 - WPN 2 - AHH 1 - SPO 3 - AGG 1 - SPO 1 - BOK 2 - THN 3 - OB 1 - CHB 2 - PCA BUILDG - C 277,720 SF LOT AM 2 - DSB 1 - SPO 1 - SPO 1 - AHH 1 - SPO 3 - RBH 2 - THN 3 - KCT 1 - NCA 1 - SPO 1 - SPO 2 - BOK 4 - ALN 2 - KCT 3 - ALN RVR LN 3 - ISL 3 - WPN 5 - BHS -48" BOULDRS 3 - BHS 3 - BHS 2 - CHB 4 - ISL CHAD. FIGUM, PLA DAT: 08/25/ ISL 3 - KCT 2 - NCA -48" BOULDRS 1 - AM 2 - AGG 8 - BOK 1 - OB 1 - OB 2 - AGG 3 - BHS 2 - CHB 5 - AGG 4 - ISL 3 - SPN 1 - AM 3 - RBH 3 - WPN BUILDG - B 220,668 SF LOT AM 1 - OB 1 - OB 1 - OB BUILDG - D 263,834 SF LOT AGG 3 - KCT 3 - SPN 3 - ISL 1 - AM 1 - SPO 1 - THN 3 - AHH 1 - THN 2 - AM 2 - ISL 3 - ISL 3 - NCA 2 - AM 6 - PCA 3 - THN 3 - BHS 1 - AM 1 - AM 1 - AM 1 - AM 3 - ISL 3 - SPN 3 - AHH PRIVAT DRIV PRIVAT DRIV 3 - DSB 3 - BHS 1 - OB 1 - OB 1 - SHL 3 - WPN 1 - OB 3 - WPN 1 - SHL 3 - PCA 3 - BHS 3 - CHB 1 - SHL 3 - DSB 4 - ISL 2 - SHL 3 - THN 1 - SHL 3 - NCA 1 - SHL 2 - SHL 4 - PCA 3 - DSB 1 - THN 1 - SHL 3 - RBH 1 - SHL 1 - DSB FOUNTAS DRIV GNRAL NOTS 1. SPCT TH SIT AND BCOM FAMILIAR WITH XISTG CONDITIONS RLATG TO TH NATUR AND SCOP OF WORK. 2. VRIFY PLAN LAY AND BRG TO TH ATTNTION OF TH LANDSCAP ARCHITCT DISCRPANCIS WHICH MAY COMPROMIS TH DSIGN OR TNT OF TH LAY. 3. ASSUR COMPLIANC WITH APPLICABL CODS AND RGULATIONS. 4. CONTRACTOR SHALL PROTCT XISTG ROADS, CURBS/BUTTRS, TRAILS, TRS, LAWNS AND SIT LMNTS DURG CONSTRUCTION OPRATIONS. DAMAG TO SAM SHALL B RPAIRD AT NO ADDITIONAL COST TO TH OWNR. 5. VRIFY ALIGNMNT AND LOCATION OF UNDRGROUND AND ABOV GRAD UTILITIS AND PROVID TH NCSSARY PROTCTION FOR SAM BFOR CONSTRUCTION BGS. 6. COORDAT TH PHASS OF CONSTRUCTION AND PLANTG STALLATION WITH OTHR CONTRACTORS WORKG ON SIT. 7. XISTG CONTOURS, TRAILS, VGTATION, CURB/GUTTR AND OTHR LMNTS AR BASD UPON FORMATION SUPPLID TO TH LANDSCAP ARCHITCT BY OTHRS. CONTRACTOR SHALL VRIFY DISCRPANCIS PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAP ARCHITCT OF SAM. 8. RVIW TH SIT FOR DFICINCIS SIT CONDITIONS WHICH MIGHT NGATIVLY AFFCT PLANT STABLISHMNT, SURVIVAL OR WARRANTY. UNDSIRABL SIT CONDITIONS SHALL B BROUGHT TO TH ATTNTION OF TH LANDSCAP ARCHITCT PRIOR TO COMMNCMNT OF WORK. 9. CONTRACTOR IS RSPONSIBL FOR ONGOG MATNANC OF NWLY STALLD MATRIALS UNTIL TIM OF SUBSTANTIAL COMPLTION. RPAIR OF ACTS OF VANDALISM OR DAMAG WHICH MAY OCCUR PRIOR TO SUBSTANTIAL COMPLTION SHALL B TH RSPONSIBILITY OF TH LANDSCAP CONTRACTOR. 10. PRPAR AND SUBMIT A WRITTN RQUST FOR TH SUBSTANTIAL COMPLTION SPCTION OF LANDSCAP AND SIT IMPROVMNTS PRIOR TO SUBMITTG FAL PAY RQUST. 11. CONTRACTOR SHALL PRPAR AND SUBMIT RPRODUCIBL AS-BUILT DRAWG(S) OF IRRIGATION UPON COMPLTION OF CONSTRUCTION STALLATION AND PRIOR TO SUBSTANTIAL COMPLTION. 12. SYMBOLS ON PLAN DRAWG TAK PRCDNC OVR SCHDULS IF DISCRPANCIS QUANTITIS XIST. SPCIFICATIONS AND DTAILS TAK PRCDNC OVR NOTS. 13. ALL LANDSCAP ARAS SHALL B IRRIGATD. PLANTG NOTS 1. PLANT MATRIAL SHALL COMPLY WITH TH CURRNT DITION OF TH AMRICAN STANDARD FOR NURSRY STOCK, ANSI Z60.1. UNLSS NOTD OTHRWIS, DCIDUOUS SHRUBS SHALL HAV AT LAST 5 CANS AT TH SPCIFID HIGHT. ORNAMNTAL TRS SHALL HAV NO 'V' CROTCHS AND SHALL BG BRANCHG NO LOWR THAN 3' ABOV TH ROOT BALL. STRT AND BOULVARD TRS SHALL BG BRANCHG NO LOWR THAN 6' ABOV PAVD SURFAC. B & B TRS SHALL NOT US TRATD BURLAP. 2. STALL PLANT MATRIAL ONC FAL GRADG AND CONSTRUCTION HAS BN COMPLTD TH IMMDIAT ARA. 3. STALL PLANT MATRIALS PR PLANTG DTAILS. 4. SUBSTITUTION RQUSTS FOR PLANT MATRIAL TYP & SHALL B SUBMITTD TO TH LANDSCAP ARCHITCT FOR CONSIDRATION PRIOR TO BIDDG. ALL SUBSTITUTIONS AFTR BIDDG MUST B APPROVD BY LANDSCAP ARCHITCT AND AR SUBJCT TO CONTRACT ADJUSTMNTS. 5. ADJUSTMNTS LOCATION OF PROPOSD PLANT MATRIALS MAY B NDD FILD. LANDSCAP ARCHITCT MUST B NOTIFID PRIOR TO ADJUSTMNT OF PLANTS. 6. FRTILIZ PLANT MATRIAL UPON STALLATION WITH DRID BON MAL, OTHR APPROVD FRTILIZR MIXD WITH TH PLANTG SOIL PR TH MANUFACTURR'S STRUCTIONS OR MAY B TRATD FOR SUMMR AND FALL STALLATION WITH AN APPLICATION OF GRANULAR OF 12 OZ. PR 2.5 CALIPR TR AND 6 OZ. PR SHRUB WITH AN ADDITIONAL APPLICATION OF TH FOLLOWG SPRG TH TR SAUCR. 7. STALL 18 DPTH OF PLANTG SOIL ARAS RCIVG GROUND COVR, SHRUBS, PRNNIALS, & ANNUALS UNLSS OTHRWIS NOTD. PLANT SCHDUL DCIDUOUS TRS QTY BOTANICAL NAM COMMON NAM AM 21 AGG 17 AHH 10 ALN 12 BOK 14 CHB 11 KCT 16 NCA 12 OB 14 RBH 13 SHL 16 SPO 13 VRGRN TRS QTY BHS 29 SPN WPN ORNAMNTAL TRS DSB ISL PCA THN 9 22 QTY ULMUS AMRICANA `VALLY FORG` AMRICAN LM GKGO BILOBA `AUTUMN GOLD` AUTUMN GOLD GKGO OSTRYA VIRGIANA AMRICAN HOPHORNBAM TILIA AMRICANA AMRICAN LDN QURCUS MACROCARPA BUR OAK CLTIS OCCIDNTALIS COMMON HACKBRRY GYMNOCLADUS DIOICA `SPRSSO` KNTUCKY COFFTR CATALPA SPCIOSA RN CATALPA ASCULUS GLABRA OHIO BUCKY BTULA NIGRA RIVR BIRCH GLDITSIA TRIACANTHOS VAR. SKYL HONYLOCUST CONT CAL B & B 2.5" CAL. B & B 2.5" CAL. B & B 2.5" CAL. B & B 2.5" CAL. B & B 2.5" CAL. B & B 2.5" CAL. B & B 2.5" CAL. B & B 2.5" CAL. B & B B & B B & B 2.5" CAL. 2.5" CAL. 2.5" CAL. RMIS `SKYCOL` QURCUS BICOLOR SWAMP WHIT OAK B & B 2.5" CAL. BOTANICAL NAM COMMON NAM CONT PICA GLAUCA `DNSATA` BLACK HILLS SPRUC B & B 5` HT. PUS SYLVSTRIS SCOTCH P B & B 5` HT. PUS STROBUS WHIT P CAL B & B 5` HT. BOTANICAL NAM COMMON NAM CONT CAL AMLANCHIR ARBORA DOWNY SRVIRRY B & B 1.5" CAL. SYRGA RTICULATA `IVORY SILK` IVORY SILK JAPANS TR LILAC B & B 1.5" CAL. MALUS X `PROFUSION` PROFUSION CRAB APPL CRATAGUS CRUS-GALLI `RMIS` THORNLSS HAWTHORN SHRUBS* QTY BOTANICAL NAM COMMON NAM BCN 140 PHYSOCARPUS OPULIFOLIUS FPR 34 FSC 69 MGD 13 MJJ MWP 49 NBV 44 NFS 146 PPL 53 TYW 100 `PODARAS 1` BURGUNDY CANDY NBARK B & B B & B CONT ROSA RUGOSA `FOXI PAVMNT` FOXI PAVMNT ROS #5 CONT. RHUS AROMATICA `GRO-LOW` FRAGRANT SUMAC #5 CONT. CORNUS RACMOSA `MUSKGHAM` MUSKGUM GRAY DOGWOOD #5 CONT. 45 JUNIPRUS CHNSIS `MONLP` MT JULP JUNIPR #5 CONT. POTNTILLA FRUTICOSA `MCKAY`S WHIT` MCKAY`S WHIT POTNTILLA #2 CONT. VIBURNUM LNTAGO NANNYBRRY #5 CONT. SPIRAA JAPONICA `NON FLASH` NON FLASH SPIRA #2 CONT. 1.5" CAL. 2.5" CAL. SPACG #2 CONT. O.C. O.C. 48" O.C. 48" O.C. 48" O.C. O.C. 60" O.C. O.C. SYRGA VULGARIS `PTIT PRAIRI` PTIT PRAIRI LILAC #2 CONT. 42" O.C. TAXUS X MDIA `TAUNTONII` TAUTON YW #5 CONT. O.C. LANDSCAP RQUIRMNTS COD TH MIMUM NUMBR OF OVRSTORY TRS ON A LOT SHALL B TH FIGUR DTRMD BY DIVIDG BY 40 TH NUMBR OF FT TH PRIMTR OF TH LOT. TRS WHICH AR CONSIDRD AS HALF TRS, SMALL UPRIGHT TRS, SMALL SPRADG TRS, SHRUBS, UNDRSTORY TRS, OR ORNAMNTAL TRS SHALL NOT B CLUDD TH COUNTY OF RQUIRD OVRSTORY TRS. SCRNG SHALL B STALLD SO AS TO PROVID A VISUAL BARRIR. ANY SUCH BARRIR SHALL RDUC VISIBILITY A MANNR THAT RSTRICTS VISION OF TH OBJCT BG SCRND, BUT IS NOT RQUIRD TO TOTALLY BLOCK TH VISION OF ANY SUCH OBJCT. LGND PRNNIAL / SHRUB BDS SOD 1.5" ROCK MULCH 4"-9" RIVR ROCK RQUIRD TOTAL SIT PRIMTR: 6366 LF 6366 / 40 = OVRSTORY TRS RQUIRD TRS AND SHRUBS RQUIRD ALONG AST AND WST PRIMTRS TO SCRN VIWS OF TRUCK PARKG. PROPOSD 232 OVRSTORY TRS PROPOSD TRS AND SHRUBS PROPOSD ALONG AST AND WST PRIMTRS TO SCRN VIWS OF TRUCK PARKG. 8. TR WRAPPG SHALL OCCUR TH FALL ON OCTOBR 15 AND RMOV WRAPPG AFTR APRIL APPLY PR-MRGNT HRBICID PRN (OR APPROVD QUAL) ANNUAL, PRNNIAL, AND SHRUB BDS FOLLOWD BY SHRDDD HARDWOOD MULCH. RFR TO SPCIFICATIONS FOR ADDITIONAL FORMATION RGARDG US OF HRBICIDS. 10. ALL PARKG LOT ISLANDS AND PLANTG BDS WITH 20' OF BUILDGS, A 4" DPTH OF DRSSR ROCK MULCH SHALL B STALLD. 11. ALL DISTANCS 20' OR GRATR FROM BUILDGS: STALL 4 DP DOUBL SHRDDD HARDWOOD BARK MULCH RGS AT CONIFROUS & DCIDUOUS TRS WITH NO MULCH DIRCT CONTACT WITH TR TRUNK. 12. ALL DISTANCS 20' OR GRATR FROM BUILDGS: STALL 4" DP DOUBL SHRDDD HARDWOOD BARK MULCH AT SHRUB PLANTG ARAS WITH NO MULCH DIRCT CONTRACT WITH SHRUB STMS. 13. ALL DISTANCS 20' OR GRATR FROM BUILDGS: STALL 4 DP DOUBL SHRDDD HARDWOOD BARK MULCH PRNNIAL PLANTG BDS. RMOV ALL MULCH FROM STMS OF PRNNIALS - PLANT STMS SHOULD NOT B DIRCT CONTACT WITH MULCH. 14. STALL 3" DPTH OF ROCK MULCH AT ALL MATNANC STRIP LOCATIONS.S PLANS. PRNNIALS* QTY AHA 11 KFG 65 RSD 99 BOTANICAL NAM COMMON NAM CONT SPACG HYDRANGA ARBORSCNS `CRDIBALL` CALAMAGROSTIS X ACUTIFLORA `KARL FORSTR` HMROCALLIS X `RUBY STLLA` RUBY STLLA DAYLILY SSD 206 HMROCALLIS X `STLLA SUPRM` STLLA SUPRM DAYLILY WLC 63 NPTA FAASSNII `WALKR`S LOW` WALKR`S LOW CATMT GROUND COVRS QTY BOTANICAL NAM COMMON NAM -S 2,933 SF CRDIBALL SMOOTH HYDRANGA #2 CONT. 48" O.C. KARL FORSTR GRASS #5 CONT. O.C. - - SOD SOD * SHRUB AND PRNNIAL QUANTITIS SHOWN FOR LOT 1 ONLY. #1 CONT. #1 CONT. #1 CONT. CONT O.C. O.C. O.C. DRAWG FORMATION 15. NSUR THAT SOIL CONDITIONS AND COMPACTION AR ADQUAT TO ALLOW FOR PROPR DRAAG AROUND TH CONSTRUCTION SIT. UNDSIRABL CONDITIONS SHALL B BROUGHT TO TH ATTNTION OF TH LANDSCAP ARCHITCT PRIOR TO BGNG OF WORK. IT SHALL B TH LANDSCAP CONTRACTOR'S RSPONSIBILITY TO NSUR PROPR SURFAC AND SUBSURFAC DRAAG PLANTG ARAS. 16. WARRANTY NW PLANT MATRIAL THROUGH TWO CALNDAR YARS FROM TH DAT OF SUBSTANTIAL COMPLTION. NO PARTIAL ACCPTANC WILL B CONSIDRD. 17. ALL ROCK MULCH SHALL B RIVR ROCK AND WILL RANG FROM 1.5" TO 4"-9" DPNDG ON SPCIFID LOCATION. S PLANS. 18. FRONT PLANTGS AND PLANTG BDS SHALL B FILD ADJUSTD BASD ON XACT LOCATIONS OF FAL POURD CONCRT SPLASH PADS. 19. ALL S SHALL HAV A 5' NO PLANTG ARA AOUND ACH LOCATION.